HomeMy WebLinkAbout43428-Z }oSUFFDi }� Town of Southold 8/11/2021
P.O.Box 1179
P. 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42228 Date: 8/11/2021
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 930 Marlene Ln,Laurel
SCTM#: 473889 Sec/Block/Lot: 143.-2-18
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/24/2019 pursuant to which Building Permit No. 43428 dated 1/29/2019
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:
screened porch addition to existing single-family dwelling as applied for.
The certificate is issued to Carolan,Anne
4
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43428 7/24/2020
PLUMBERS CERTIFICATION DATED
Ah0rize U
gnature
FOL I TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
�y • o� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 43428 Date: 1/29/2019
Permission is hereby granted to:
Carolan, Anne
8 Marie Ct
Hicksville, NY 11801
To: construct screened porch addition to existing single-family dwelling as applied for.
At premises located at:
930 Marlene Ln, Laurel
SCTM # 473889
Sec/Block/Lot# 143.-2-18
Pursuant to application dated 1/24/2019 and approved by the Building Inspector.
To expire on 7/30/2020.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $343.20
CO -ADDITION TO DWELLING $50.00
Total: $393.20
Building pector
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 J J
yt Date. 9
/. New Construction: Old or Pre-existing Building: (check one)
2• Location of Property: 3 a kf/- R 4n e- kct i e— PA-4---,4zt c-(<
House No. Street Hamlet
' Owner or Owners of Property: &n e
Suffolk County Tax Map No 1000, Section Block Lot Sy
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: V/ (check one)
Fee Submitted: $ `>v
x
Applicant Signature
oF solvl�®
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G sean.devline—town.southold.ny.us
Southold,NY 11971-0959 • �®
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BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To- Anne Carolan
Address: 930 Marlene Ln city:Laurel st: NY zip: 11948
Building Permit#: 43428 Section- 143 Block. 2 Lot. 18
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA. License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1 st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures 1 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Reept 1 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceding Fan 2 Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 2 4'LED Exit Fixtures Pump
Other Equipment
Notes, Back Porch Room
Inspector Signature: C /t Date: July 24, 2020
S.Devlin-Cert Electrical Compliance Form
�apF50UTyo 1 3 Z �V AI Lr/v — L t
# #
TOWN OF SOUTHOLD BUILDING DEPT.
��courm,��' 766-1602
_INSPECTI-C-N
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] -FIREPLACE & CHIMNEY [, ] FIRE SAFETY INSPECTION= -
[ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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d 'r 7`0 &Jl A- A c-A-
l 0 IvS 1 . e_
DATE 1/020 INSPECTOR w
�a0ESoUly�
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm��' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] ' FOUNDATION 2ND [ ] ULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY' [ ] FIRE"SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ PRE C/O
REMA KS: 24,
DATE INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
H
....................................
'FOUNDATION (2ND) C6
Z
cn
O
ROUGH FRAMING&
PLUMBING H
INSULATION PER N.Y:
STATE ENERGY CODE
GDix tvtolwc-le
FINAL
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL ,+Board of Health -
SOUTHOLD, NY 11971 4 se of Building Plans
TEL: (631),765-1802 Onning Board approval
FAX: (631) 765-9502 ey
South oldtownny.gov PERMIT NO. etrec;ic
6ep�ie-Fenn
C.O pplication
Examined ,20 eparate
motion Form
Orn-Water Assessment Form
Contact:
Approved � ,20� �n h� C(�lZ v (�
Disapproved a/c
Expiration ,20
U � �
® ROME
Bu m p s e r
DB' (CATION
JAN 2 4 2019 A FOR BUILDING PERMIT
BUMD 1VG DRP Date12'q-, 20�
TOWN OF SOl 1p INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the,interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or
Regulations,for the construction of buildings,additions, or alterations or for removal'or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
"A,
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premisesy\n e- - U 'a h
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
J
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street ( Hamlet
County Tax Map No. 1000 Section I Block 9 Lot 1
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy '�;rr qLa .dwe I i e)o
b. Intended use and occupancy 5CL nok , -
3. Nature of work(check which applicable): New Building ddition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front
Depth Height Numb r'104 toriesUt-
8. Dimensions of entire new construction: Front Rear
Height Number of Stories
9. Size of lot: Front Rear Depth
TD
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
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
* 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 OFA-A )
ne- Ca i'O 4h being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
S He is the ,/ CONt4IC BUNCH
( ) / oter Public,State of Nmv York
buo 10-
U1 buv 10
(Contractor,Agent, Corporate Officer, etc.) N®
(qualified in Suffolk County
Comrnission Expires April 14,2—
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
rn to before met is
day of 20
1
Notary Public Signature of Applicant
�° � ST(O IKIM[WATIEE�
Scott A. Russell ,�
SUPERVISOR NIANA (Gf]EMIEN T
SOUTHOLD TOWN HALL-P.O.Box 1179 u 7
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of,SO u th o G d
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS P1$Oj)EC' IN VOLVF ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yes No
El YA. Clearing, grubbing, gradin or stripping of land which affects more i
_-
than 5,000 square feet of ground surface. {
❑[t r& Excavation or filling involving more than 200-cubic yards of material
within any parcel or any contiguous area-
❑[v]�C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance-
DED/D.
istance.❑ED/D. Site preparation within 100 feet of wetlands,'beach, bluff or coastal `
�-
erosion hazard area.
❑9 E. Site preparation within the one-hundred year floodplain as depicted
on FIRM Map of any watercourse.
4 ❑[J'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 a Stormwater Management Control Plan
and a completed Check List Form-to-the Building Department with o m ding Permit Application.
-- - -- S.C.T.M. : 1000 Date
APPLE (CANT: (Property Owner,Design Professional,Agent,Contractor.-Other) District
t-r fl n e. C n (L ) /4, /
NAME \- Section Block of
FOR BUILDING DEPARTNIEtNT USE ONLY
/ Contact Information: (`5 IQ 3-17 — '7 43_1
.Tdryho;�ti bE r1
� Reviewed By:
— — — — — — — — —
Date: <
I Property Address/Location of Construction Work_: J_ — — — — — — — — — — — — — - _
Approved for processing Building Permit-
9 (, �'�A-2I2vtP_ �. Stormwater Management Control Plan Not Required.
1� 4 Sz- — — — — — — — — —
k 4-�� /��J/) �.� ElStormwaterManagement Control Plan is Required.
(Forward to Engineering Department for Review-)
FQRM SMCP-TOS MAY 2014
BUILDING DEPARTMENT- Electrical Inspector
�O Gym TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
CD
Southold, New York 11971-0959
y� �p� Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(cr_southoldtownny.gov sea nd(dz southoldtownny.gov�
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name:
Name:
License No.: email:
Address:
Phone No.:
JOB SITE INFORMATION (Ali Information Required)
Name:
Address: l
Cross Street:
Phone No.:
Bldg.Permit#: L{'j 4 email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Circle All That Apply:
Is job ready for inspection?: YES / NO Rough In Final
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Request for Inspection FormAsY' CP'�`b
PERMIT# Address:
Switches
Outlets
GFI's 9
Surface
Sconces 4
H H's
UC Lts
Fans q Fridge HW
Exhaust Oven Dryer
Smokes DW Service
Carbon Micro Generator
Combo Cooktop Transfer
AC AH Mini
Special:
Comments
6
4�3 oh-elr
®�*oF soUry®l
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 ® a�
MUNT`11,�
August 18, 2020 BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Anne Carolan
930 Marlene Lane
Mattituck, New York 11952
TO WHOM IT MAY CONCERN:
The items marked below are required to obtain your Certificate of Occupancy
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (631-765-1802)
A fee of$50.00.
Final Board of Health survey.
Plumbers Solder Certificate or Pex Affidavit
Trustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall. (631-765-1802)
Storm Shutters required for all glazing
Energy Test Results and Manuals required
Final elevation certificate from surveyor.
Spray Foam Insulation Certification from a NYS licensed architect or
Engineer
BUILDING PERMIT: 4441W addition/alteration
64
PROPOSED ADDITION AND ALTERATION FOR: TERRENCE MCKEEN
DESIGNS INC.
35 MIDDLE POND ROAD
SOUTHAMPTON,NY
CA1.X(3LT_)LN N
516-669-1238
TMCKEENDESIGNS a GMAIL.COM
CE
2x6 ON THE FLAT DOUG. FIR FASTENED 2x6 ON THE FLAT DOUG. FIR FASTENED __ _ This drawing is not to be altered
TO PLYWOOD @ 10"O.C.WITH(6)#8 x 2 - - ________ ____ g ' ,
• TO PLYWOOD @ 10"O.C.WITH(6)#8 x 2 i ••• reused or reproduced without
930 MARLENE LANE, MATTITUCK, NY 1/2"SCREWS EACH END r ii ii 1/2' SCREWS EACH END. fi f ii written permission from
! I I II II I I I I I
Terrence McKeen Designs Inc.
11 H
GENERAL NOTES LIST OF DRAW I NGS
#8 x 4 1/2"SCREWS 10 O.C.AT ALL #8x41/2' SCREWS 10' O.C.AT ALL _ - ___ i �__77===I_==
I
_'____ _I
PLYWOOD EDGES PLYWOOD EDGES n o COMMENTS:
Contractor shat visit site and veru al conditions and dimensions. Any 10• Clean Each trade shah do al cleaning of its own work and al other OR i ii ii OR i `r
22 B enter' into contract on the construction, the contractor acc is the A-1 TITLE SWEET HDI-L 1/4' DIA. SS303 FLUSH MOUNT ____._I =__JL,,= - HDI-L 1/4"DIA.SS303 FLUSH MOUNT _i i- iii _I 1/10/2019
I I
1 y y DROP IN ANCHOR MANU. BY"HILTI W/ r �r DROP IN ANCHOR MANU. BY"HILTI - --I ISSUED FOR PERMIT
discrepancies, omissions, or problems shag be reported to the Engineer trades where such work Is soiled due to its operation. The General responsibility to be knowledgeable as to the requirements of the goverring (SEE
A-2 FOUNDATION / FIRST FLOOR FRAMING / 1/4"CARRIAGE BOLT AND WASHER ° NOTELEFT) ° u
before submission of bid A submission of bid shag imply his Contractor is responsible for supervision of clean up by his Construction Codes and other federal state and local ordinances also u n �°
ROOF PLAN VERIFY REQUIRED LENGTH OF BOLT IN u u u
acceptance of the drawings and existing conditions. When submitting subcontractors. The General Contractor Is responsible to leave the having jurisdiction The requirements of the foregoing codes and ordinances THE FIELD OF SUBSTITUTE W/1/2"DIA. °
g �-__-_ ---
his bid, each Contractor shall ----'
give written notice to the Engineer; of any project n a broom clean condition. shat supplement the requirements shown on the drawings and elsewhere In A-3 CONSTRUCTION / CEILING FRAMING THREADED ROD W/NUT AND WASHER I I I ir-__ -i�---, I I r 2x6 ON THE FLAT DOUG. FIR FASTENED-
materials
ASTENED materials or apparatus that he believes Inadequate or unsuitable, In 1t Contractor is responsible for storage of materials and shat arrange with the specifications and in the event of conflict with the architectural
SPACED 10'O.C.AT ALL PLYWOOD
ii ii cA TO PLYWOOD @ 10"O.C.WITH(6)#8 x 2
.•• �• II II I } I II II •I �. •••
A-4 EXTERIOR ELEVATIONS / BUILDING EDGES 1/2"SCREWS EACH END u i ii it
Violation of laws or ordinances and rules or regulations of all Authorities owner for storage of materials so that site is kept orderly and specifications the requirements of the code or ordinance shag prevail unless u
SECTIONS / DETAILS L_._-,__ ____I�.._._._
having jurisdiction, and notice of any necessary items of work omitted materials are properly protected agahst damage and theft. the architectural specification is more stringent. Non famfiarity with the --Ir- --- ----I __fir___�I-.-__j I L____JI_. __�L
1r ---Ir--- -II----;;-----I
If the Contractor fags to give such notice, it shall be assumed that he requirements of governing codes or ordinances will not be cause for an i V
12. Removal of debris, procurement of dumpster and related work shag be the A-5 STRAPPING DETAILS WINDOW/DOOR
P #8 x 4 1/2' SCREWS 10"O.C.AT ALL V
has included the cost of all items In his proposal, and he w� be held 'extra'. BEYOND ° IL
responsibility of the General Contractor. Location of dumpster shall be by ° ° O PLYWOOD EDGES I II u u u
responsible for the satisfactory functioning and approval of all work mutual agreement between owner and General Contractor. In the event of noncompliance, the contractor w� be held responsible for al A-6 STRAPPING SCHEDULES i=__��__ _ _ i - _ - -'r---- I===_JL__-JL==�
Q iI -1r--- -I 77 -1 I-
under this Contract without extra compensation. costs of removal of noncomplying work and replacement with complying work MINIMUM PLYWOOD PANEL TO NOT 7/16 MINIMUM PLYWOOD PANEL TO NOT
II „ v
u u
13. Contractor is to include In 7/16"his price hookups to all kitchen appliances (sinks, I � I I ' I I I II it I ; I II u
2 AI work shag be done In complance with local codes, ordinances, rules oven reftigerator, washing machine, etc) and PktnbIng fixtures as applicable, EXCEED A 4'x8'DIMENSION(TYPICAL) i = EXCEED A 4'x8'DIMENSION TYPICAL JI u o
P including faucets. (see schedules). craftsmen n their respective trades or work under the continuous direct ____i�__�i_ , (TYPICAL)
'I
and regulations. Contractor shag be responsible for obtaining Certificate P 23. Any and al workmen employed on the project are to be either skied Q
I I
-- -- -- '' --II- - -
of Occupancy. P SYMBOLS
14. Contractor is to coordinate and work with cabinet maker In installation of ah supervision of such skied craftsmen so that all work installed shall be to
3. No work shag be started until plans have been approved by the cabinets. Contractor to supply electric and phmrbing hookups to al cabinets the highest standard free of defects due to workmanship 2x6 ON THE FLAT DOUG. FIR FASTENED-4.1. i.. 2x6 ON THE FLAT DOUG. FIR MEMBER
TO PLYWOOD @ 10"O.C.WITH(6)#8 x 2 UNDER PLYWOOD PANEL FASTEN EACH
Building department and all other agencies having jurisdiction as required Contractor to wire built-ins as required and coordinate wiring 24. AN materials installed by the contractor are, to be suitable for the intended ELEVATION NUMBER 1/2"SCREWS EACH END END OF 2x6 WITH(6)#8 x 2 1/2"SCREWS WINDOWIDOOR
4• Contractor shall fie Certificate of Workmen's Compensation and Disability with electrician and cabinet maker. application. SHEET ELEVATION 15 DRAWN 10" 10" O.G.
EACH END BEYOND
Certificate with Building Department before starting work. 15. Alternates: If the Contractor feels that an alternate material or method 25. If there are any materials caged for on the drawings and specifications that In TYP. 7:10, 10"
O.G.
SECTION NUMBER TTP.
S. Contractor shag provide protection for existing work. Existing finishes would result in a time or cost saving, he shah submit specifications and the judgment of the contractor will not yield satisfactory results in the SWEET SECTION 15 DRAWN
affected are to be patched and matched as before work started catalogue cuts to the Engineer for his approval before proceeding with any intended application, contractor shag notify the engineer of same prior to DETAIL NUMBER
Temporary partitions and coverings shall be provided and maintained as substitution Substitutions must be of Ike quality to item specified and will award of the construction contract, for Engineer decision SWEET DETAIL 15 DRAWN TYPICAL OPENING PROTECTION FOR TYPICAL OPENING PROTECTION FOR EXTERIOR
necessary to confine and protect work. be allowed only with the approval of Engineer. 26. Any contractor installing any work shall examine the existing conditions
6. Contractor shall be responsible for adequately bracing and protecting all including any new work already installed in place, prior to commencing his ELEVATION WEIGHT EXTERIOR OPENING OPENINGS LARGER THAN 4'x8'
16. General Contractor to coordinate with owner intercom/telephone installation Installation Commencement of his installation shall be construed to mean
work during construction against damage, breakage, collapse, distortion for exact location of equipment and wiring. Walls are not to be closed until SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0"
acceptance by such contractor of the condition of the substrate as proper
and misalignment, according to Applicable Codes, Standards and good telephone/intercom installation is complete. Contractor to include in base bid /�/� cN
and adequate for the installation of his own work SQUARE FOOTAGE:
Construction Practice. the wiring of the intercom system to the building's intercom panel. � o
27. If, In the course of construction, a condition exists which differs from that as
7. Only written dimensions and never scaled dimensions from architectural 17. General Contractor to coordinate with Owner's audo/visual contractor exact indicated on the plans, the contractor shag stop all related work and notifyy o
drawing will be recognized as valid If there are any missing dimensions locations of all equipment, speakers, wiring, antenna wiring and any conduit EXISTING FIRST FLOOR LIVING SPACE: 1,06q S.F. 'Z Q Z ,o 4
contact engineer for dimension prior to proceeding with work the engineer. Should he fad to follow these procedures and continue with PROPOSED SCREENED-IN-PORCH: 330 5.F. TABLE R301 .2.1 .2 a o
that may cnecessary for future installation Wags and finished floor are the work, he shall assume al responsibility and lability arising therefrom. PROPOSED REAR DECK: 2q S.F. N
8. The AIA General Conditions or most current supplements whether not to be closed until audio/visual installation is complete. , , WIND-BORNE DEBRIS PROTECTION FASTENING
28. When 'approved equar, 'equal to, or other general qualifying terms are used, EXISTING GARAGE: 352 S.F. d ¢ >.
attached hereto or not shag form a part of this Contract 18. General Contractor is to include In bid any and al work necessaryto raise a,b,c,d a �
existing floor areas to provide flush floor levels at transition of existing to it shall be based upon the review and approval by the engineer prior to any SCHEDULE FOR WOOD STRUCTURAL PANELS
9. Insurance (Article 27. 28, 29. Suoplements) purchase or installation
new construction (except where steps are noted an architectural drawings).
A Unless specifically stated otherwise In the Contract Agreement, each I
LOT COVERAGE• FASTENER SPACING z ►� ~
subcontractor shat He Certificates h Insurance, acceptable lo Owner, 19. Discrepancies: 29. The word 'provide' shah mean to furnish and instal al materials necessary to complete work ii accordance with accepted construction standards and FASTENER TYPE 4 FOOT 6 FOOT
CIO
prior to starting work Contractor shall be responsible for al work of PANEL SPAN A• Wherever there are discrepancies between the drawings or the drawings manufacturers recommendations. LOT SIZE: 10,875 S.F. <PANEL SPAN <PANEL SPAN
every description and, distinctly assume and does so assume al risks for Q <4 FOOT <6 FOOT <8 FOOT F--i
and Specifications, the Contractor shat contract for, provide and instal U - _ �
damage or injury from whatever cause to property and persons used or 30. Contractor is to supply owner, in writing, a waiver of all lens for himself and ALLOWABLE BUILDING COVERAGE
the better quality or greater quantity of material or work caged for -'� 2- # WOOD SCREWS 16" r �� Z
employed on or In connection with his work, and of al damages or injury al suppliers and subcontractors before final payment is requested, (200 OF LOT) y" R p
unless otherwise ordered In writing. (•20 x 10 875) � 2 175 5.�.> !� U
to any persons or property wherever located resulting from any action g Written dimensions shag govern over scaled dimensions. "� " - !1 ��! !
a operation under the Contract or In connection with the oak, and 31 AN work shah be in furl accordance with all applicable codes In 2- �WOOD SCREWS 16" 6" j 2 I ' Q l
undertakes and promises to defend the Owner against all chains on the 20. Omissions. effect for this municipality including but not limited to: PROPOSE /EXISTING: TOTA4 1,780 �.
account of any such damage or injury. Contractor shah carry insurance A The Drawings and Specifications are Intended to coordinate. Anything ---._ FOR SI: 1 INCH=25.4 mm, 1 FOOT=304.8 mm, 1 POUND=0.454 kg,
found on the Drawings and not mentioned in the Specifications, or vice A Residential Code of NYS 1 MILE PER HOUR=1.609 km/h.
as follows: versa, or anything not expressly set forth in either, but which is B. National Standard Plumbing Code A.THIS TABLE IS BASED ON 130 MPH WIND SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT.
I Workmen's Compensation as required by Labor Laws. reasonably implied, shall be furnished as though specifically shown and C. National Electric Code B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED A MINIMUM OF 1"
2 General Liability with limits of $1000,000 each person and $5,000,000 mentioned in both without extra charge. D. New York State Energy Code FROM THE EDGE OF THE PANEL.
2t Guarantee. E ADA/CABO ANSI as applicable C. FASTENERS SHALL BE LONG ENOUGH TO PENETRATE THROUGH THE EXTERIOR WALL COVERING AND A MINIMUM OF 1 1/4 INCHES INTO WOOD
each accident. 1 1/4 INCHES INTO CONCRETE BLOCK OR CONCRETE,AND INTO STEEL FRAMING A MINIMUM OF 3 EXPOSED
A Except where longer guarantee periods are specficafly required In the F. 2015 International Bolding Code WALL FRAMING AND A MINIMUM OF
a. Bodily Injury Liability with limits of $1000,000 each person, Specifications, each Contractor shat guarantee all work performed and THREADS. FASTENERS SHALL BE LOCATED A MINIMUM OF 2 1/2 INCHES FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. W
D.WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A
$5,000,000 each accident. materials used by him under this Contract against defects for a period 32. Physically handicapped facilities shah conform to sections 1100,
b. Property Damage Liability with limits of $300,000 each .accident MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. 7'
of one year from date of completion as evidenced by the date of the 1102, and CABG/ANSI A117.1-2015 and the ADA U
c. Protective Bodily Injury Liab7ty with knits of $1000,000 each person, final certificate of payment. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/16"(11.1mm)AND A MAXIMUM SPAN OF 8 FEET(2438 mm). PANELS SHALL BE PRECUT
equipment$3,000,000 each accident. B. Should any defects develop In 33. AN materials, assembles, construction and aforementioned work within the guarantee �P shag TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDE,ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE � Z,
conform to the regulation of codes noted above and shall conform R301.2.1.2 OR SHALL BE DESIGNED TO RESISTTHE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF l
d Protective Property Damage Lialbility with limits of $300,000 each period due to faulty material or workmanship, the Contractor shag do, or to general accepted standards. t^J
THE BUILDING CODE OF NEW YORK STATE. PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH THEIR CORRESPONDING WINDOWS. r T 1 w
accident. cause to be done, necessary repairs or corrective work without extra w
3 cost to the Owner. The entire cost to be borne by the Contractor. The 34. Flame spread classification of finishes shag conform to Section
Owner's Protective open Liability, naming Owner as additional insured with Bodily Injury required repairs and corrective work shag be commenced within five (5) O w
LiabTty Limits an; Property Damage Liability Limit as stated 'r 2. sub R319 of the Residential Code of NYS 1 1
items days after written nonce to Contractor by the Owner. If this work has ENERGY STAR REQUIREMENTS:
(c) and (c), not been commenced within 5 days, the Owner shah have the right to
employ his own corrective measures and backcharge General Contractor. V 1
1 HOUSE TO BE IN COMPLIANCE WITH THE 2015 IRC v 1
APPROVED AS NOTEDW
DATE: /6`B.P.# COMPLY WITH ALL CODEc V4
FEE: 3 3. BY: NEW YORK STATE & TOWN C r S
NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITi )F
765-1802 8 AM TO 4 PM FOR THEI-
AN ZBA U
FOLLOWING INSPECTIONS:
75.00' N20° 3q' 10"W 1. FOUNDATION - TWO REQUIRED S
FOR POURED CONCRETE SO ,- T a
2. ROUGH - FRAMING & PLUMBING '
3. INSULATION
1 1 4. FINAL - CONSTRUCTION MUST PROJECT NUMBER:
BE COMPLETE FOR C.O. 2018-14
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW DATE:
3 ti w YORK STATE. NOT RESPONSIBLE FOR 12-24-18
in - a I Lo f, RETAIN STORM WATER RUNOFF .
r DESIGN OR CONSTRUCTION ERRORS.
NI I � PURSUANT TO CHAPTER 236 DRAWN BY:
ICy- k OF THE TOWN CODE, TMM
NI I 119'-0' z WATCH INDICATES AREA OF
NEW ADDITION SCALE:
_ OCCUPANCY OR ASSHOWN
' EXISTING ONE STORY n
I I I DWELLING USE IS UNLAWFUL
WITHOUT CERTIFfCATE �nED
of I I • o ��,ECTF3ICAL �
I� -T- -:- Q IN SPECTI®N REQU
1 OF OCCUPANCY
15'-0' I O
y I ( A i
CXterior -
1 1 ( stall1911tmC
II TRUSS PLACAlRD0,1 a REQU11ED tI inst2llefred r replaced or
- -�•-- - - -�- to fob
75.00' 520° 3q' 10"E
Chapter 172 DRAWING TITLE:
Of the Town Cod.
MARLENE LANE
TITLE SWEET
IF L d T F L A T
SCALE: lin- �i'
"IV
DRAWING NUMBER:
TERRENCE MCKEEN
DESIGNS INC.
35 MIDDLE POND ROAD
SOUTHAMPTON,NY
516-669-1238
TMCKEENDE SI GNS @GMAIL.COM
This drawing is not to be altered,
reused or reproduced without
written permission from
Terrence McKeen Designs Inc.
COMMENTS:
1/10/2019
ISSUED FOR PERMIT
B B
A-4 A-4
+/- 2q'-1 1/4" 14'-q 1/4"
1'-0" 3'-0" 7'-3 1/4" 7'-3 1/4" 2 3 4"
3/4"
(3) 2x8 GGA / ' (3) 2x8 CCA
177 ar
Q
FOUNDATION NOTES : ------- - -—-— _NOW C14 ( PPE - - (DROPPED)-
NOTE: - - W
R905.8.3 UNDERLAYMENT SHALL COMPLY WITH ASTM POST TO
D 226 TYPE 1 OR ASTM D 486q TYPE 1 4 It. RIDGE 1. CONCRETE TO HAVE A MINIMUM a
, CONSISTS t. AT COMPRESSIVE STRENGTH OF Fc= 3,500 PSI I 4 II-� NEW 6"x6" GGA POST ON A u 1 O N
Rg05.8.3.1 AN ICE BARRIER TWAT
LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED @ 28 DAYS _
TOGETHER: OR A SELF ADI-TERING POLYMER MODIFIED u CL
w 12" DIA. P.G. SONOTUBE co
u
BITUMEN SHEET SHALL 8E USED IN PLACE OF r N_ o FOOTING2RE NFORC D WITH N- o
to
2. ALL FOOTINGS TO BEAR ON VIRGIN SOIL ^ ^� I Q z 2
m WITH A BEARING CAPACITY OF I TON PER I p (3)#5 BOTTOM EACH WAY > H
NORMAL UNDERLAYMENT AND EXTEND FOR THE
LOWEST EDGES OF ALL ROOF SURFACES TO A POINT SQUARE FOOT AND TO BE FIELD VERIFIED I %- I �- (TYP ) �, (
BY A SOIL ENGINEER. IF SOIL DOES NOT
AT LEAST 24"TU INSIDE THE; EXTERIOR WALL LINE OF 2x8 RR 2x8 RR MEET DESIGN CAPACITY CONTRACTOR IS 2x8 CGA .J; I 1
THE STRUCTURE (3) 2x GCA (3) 2x8 CCA
AT 16" O.G. AT 16" O.G. N07 TO PROCEED AND IS TO NOTIFY a @ 16" O.C.
% %
❑ ❑ ENGINEER IMMEDIATELY. —_—_—_—___ .. GIRDER _ _ GIRDER r, a
(DRO PED) (DROPPED) E„I o W
CL
WALL LEGEND: 3. FOUNDATION WALLS TO BE HELD A MINIMUM 6 1 I + <
,/A\ F OST
RIDGE TO 8" ABOVE GRADE. _ qq4 4 ( ^ U Q -i j Q q z cn
HATCH INDICATES AREA OF x _ N A-4 d
E 4'12 +/- N 4`12 +/� 4. ALL FOOTINGS TO BE A MINIMUM 3'-0" O � N u a p 0. Q_ cop p
LU
FRAME OVER PITCH - PITCH BELOW GRADE. N '0 ! �x a_1 IN o u N !
HATCH DENOTES LOAD N -. I N p %. O
BEARING WALL 5. ALL STEEL REINFORCEMENT BARS SHALL ��Q I.- `' z
BE GRADE 60 I N ( U
HATCH INDICATES STANDING SEAM vt——-—-—-—-—---6. NO WOOD IS TO COME IN CONTACT WITH _ —
3 2x GAGA - - (3) 2x8 CGA
COPPER PAN ❑ ❑ CONCRETE. COAT INTERIOR LEDGE WITH A o- __—_— — �_ — ; I'liz 'R
- — —
SPRAY ON BITUMINOUS MEMBRANE OR LEAD (DRO PED) (DROPPED)
o OST TO COATED COPPER FLASHING. II 1
N RIDGE 7. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT v NEW 12" DIA. P.G.
I o SONOTUBE (TYP.
m 23" O.G. (TYPICAL) m U W )
PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT ao co LU «�
8'-0" O.C. AT INTERIOR LEDGE �i C4 o N R( r
I '
OST TO
RIDGE n
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - a �.,
i
iii I r - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - -1
PROVIDE 2x8 GGA LEDGER
i
� I I WITH (2) 3/8" DIA. LAG
I I BOLTS PER STUD I I ® W
+
W> � I H
N � I I N
N �
N 00
x N I I Z-
WV
w
a I I I-1—I—I—I I I a
1 1 1 1 1 1
U U I I r�EX
— EXISTING (3) 2x8 GIRDERr-F-t� 1 1 1 1 -� I I iv U
EXIST G 2x10 I EXISTING L3 2x8 GIRDER STING (3 2x8 GI ER- _LDROPPED VIF. I 1-1—I_I - _ EXISTING 3 2x8 GIRDER
RIDGE BEAM N I I (DROPPED VIF. - DROPPED VIF. L—J TING (3) 2x8 GIRDER L_J— ZDROPPED) VIF.
(VIF) _ >
� I I (DROPPED) VIF. I I � a'
w I I I I + PROJECT NUMBER:
2018-14
�� I I I I
LL
>co DATE:
N N N u I I N u I I 12-24-18
o I I o I I DRAWN BY:
N I I I I TMM
SCALE:
AS SHOWN
IL - - - - - - - - - - - - - - - - - - - - - - - - -
L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �
FOUNDATION FLAN
B B �
A-4 SCALE: 1/4"-1'-0" A-4
R00E PL AN
r
SCALE: 1491"=V-011
DRAWING TITLE:
FOUNDATION,AND
ROOF PLAN
ASWOON= 2
DRAWING NUMBER:
TERRENCE MCKEEN
DESIGNS INC.
GENERAL NOTES: TIMBER NOTES: DEADER SCHEDULE: STRUCTURAL LEEND: 35 MIDDLE POND ROAD
SOUTHAMPTON,NY
1. SOIL BEARING PRESSURE SHALL MEET A 1. MEMBERS LISTED AS "FLUSH" SHALL BE SET ® INDICATES 4"x6" WOOD POST,UNLESS 516-669-1238
MINIMUM OF I TSF. CONTRACTOR SHALL EVEN WITH THE TOP OF THE SURROUNDING ALL WOOD FRAMING, INCLUDING JOISTS,BEAMS, NOTED OTHERWISE
VERIFY. ENGINEER SHALL BE NOTIFIED OF FRAMING OR AS OTHERWISE INDICATED ON POST STUDS ETC. TO BE DOUGLAS FIR–LARCH ® INDICATES 4"x6" WOOD POST FROM TMCKEENDESIGNSaGMAIL.COM
ACTUAL SOIL BORING PRESSURE PRIOR TO DRAWINGS. #2 OR BETTER, MODULUS OF ELASTICITY "E" ABOVE, UNLESS NOTED OTHERWISE This drawing is not to be altered,
FOUNDATION CONSTRUCTION. IF SAID SOIL 2. ALL TIMBER SHALL CONFORM TO AITC 1600 000 Wpsi WITH A MIN. Fb = 1350 2x4 Fb = reused or reproduced without
'
DOES NOT MEET OR EXCEED THE DESIGN STANDARDS STRUCTURAL SELECT. ' p ( )' " "
ASSUMPTON, FOUNDATION CONSTRUCTION 1170 psi (2x6), Fb 1080 psi (2x8), Fb qq0 psi � INDICATES 6x6 WOOD POST,UNLESS written permission from
I
SHALL TTERMINATED AND THE ENGINEER 3. ALL POSTS AT 2x4 WALLS SHALL BE A (2x10), Fb = q00 psi (2x12) NOTED OTHERWISE
MINIMUM OF (3) 2x4 STUDS. „ „ Terrence McKeen Designs Inc.
NOTIFIED IMMEDIATELY FOR ADAPTATICN TO NOMINAL LUMBER SIZE: SPANS: ® INDICATES 6x6 WOOD POST FROM
THE CONDITIONS ENCOUNTERED. 4• ALL POSTS AT 2x6 WALLS SHALL BE A ABOVE, UNLESS NOTED OTHERWISE COMMENTS:
MINIMUM OF (3) 2x6 STUDS. (3) 2x6 UP TO 4'-0" ® INDICATES 4"x4"x1/4" STL.
5. PROVIDE SOLID BRIDGING AT ALL FLOOR
TUBE COLUMN, UNO. 1/10/2019
FRAMING NOTES: JOISTS WITH SPANS MORE
(3) 2x8 4'-0" TO 6'-0"
1. ALL EXTERIOR WALLS TO BE 2x6 FRAMING 6, THAN 8'-0" AT 8'-0" O.G. ' I' ' 'I ISSUED FOR PERMIT
AT 16" D.C. WITH PLATE HEIGHT OF q'-0", PROVIDE DOUBLE FLOOR JOIST UNDER (3) 2x10 6 –0 TO 8 –0 WALL LEGEND:
UNLESS NOTED OTHERWISE. PARALLEL PARTITIONS.
2. SPREAD JOISTS TO ALLOW FOR PIPE 7. PROVIDE PLYWOOD STIFFENERS AT ALL (3) 2x12 8'-D" TO 10'-0"
CLEARANCE BENEATH PARALLEL WALLS. RIDGES. WALL BELOW
POSTS SHALL BE 6x6 (NOMINAL)
3. PROVIDE SOLID BLOCKING UNDER ALL 8, SEE NOTES ON SHEET 516 FOR MORE BEARING WALL ---- --
POSTS WITHIN THE FLOOR SYSTEM PRIOR INFORMATION. * NOTE: ALL SIZES CALLED OUT ON ANY OF THE
TO LOADING OF UPPER LEVELS. FOLLOWING DRAWINGS WILL SUPERSEDE THIS CHANGE IN PLATE HEIGHT
4. PROVIDE 2"x10" GGA RIM JOISTS SCHEDULE.
AROUND ENTIRE PERIMETER
B
B
A-41 43'-10 1/2" A-4
+/-28'-10 1/2"
4'-0" 7 1/2" 6'-7 3/4" 5 1/2" 6'-7 3/4" 7 1/21'
DEI'-IOLITIONOTES :
1. CONTRACTOR NOTE: BIDDERS, BEFORE SUBMITTING PROPOSALS,
SHALL VISIT AND CAREFULLY EXAMINE THE AREA AFFECTED BY
THIS WORK TO FAMILIARIZE THEMSELVES WITH THE EXISTING CUSTOM CUSTOM
(3) 2x8 HDR. CONDITIONS AND THE DIFFICULTIES THAT WILL ATTEND THE _
(3) 2x8 HDR. SCREEN PANEL SCREEN PANEL
EXECUTION OF THIS WORK. SUBMISSIONS OF A PROPOSAL WILL w
BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION WAS
BEEN MADE IN AN ATTEMPT TO OBSERVE DIFFICULTIES THAT r I ( r
WOULD BE ENCOUNTERED ONLY IF SUCH AN EXAMINATION HAD
z 1 = BEEN MADE. z I I J s Q
�Q tY II z
exo I I x 2. THE ENGINEER AND/OR H15 CONSULTANTS ASSUME NO O[L I I C p
C4 cv RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION IS a {- tit }-
N z SLOPE I I SLOPE z
PERFORMED. THE CONTRACTOR AND HIS SUBCONTRACTORS tit U w �w i Z
MI 1 % SHALL REMOVE AND/OR PERFORM THE ITEMS NOTED AS SUCH `9 U m I I U
ON THI5 SHEET IN A PROFESSIONAL MANNER IN ACCORDANCE N U p I ( U Q
I I WITH 'GOOD GENERAL PRACTICES'. SHOULD ANY STRUCTURAL N IY I I 0, A, H
-- __(3) 2x8- BM. - DAMAGE OCCUR WHILE INSTITUTING DEMOLITION PROCEDURES, 10 - - - - - - - Cy a � ^�
--- THE CONTRACTOR IS TO TEMPORARILY STABILIZE THE _ _ -_LJ -_ - -_-_ -_ -` -_-_ _ o w -
RUCTURE TO A 'SAFE' CONDITION AND TO NOTIFY THE w GEDAEAM + o ¢ `�
A A4 HITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. A
IY I _ VIDE ALL TEMPORARY SHORING REQUIRED TO INSURE THE U �j A Z
�
AOA OF THE BUILDING THROUGHOUT CONSTRUCTION. i A-4 0 ( I z _ -4 d 1
=I z SCREENS! �! IN — FCRC�-4 oa m 1...a
x 3. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND
N Na NEW -r z N H
,.N STRUCTURAL DRAWN w DRAWINGS FOR ADDITIONAL SELECTIVE DEMOLITION „ „ , N Z
m I i m WITH REGARDS TO THE RESPECTIVE TRADES. DEMOLITION U 5/4"x6" TREX DE NG U Ww O
�I i CONTRACTOR TO FAMILIARIZE HIM/HER SELF WITH THE ENTIRE T III N U
(3) 2x8 BM. _ CONSTRUCTION DRAWING PACKAGE, AND MAKE PROVISIONS FOR m
THE NEW WORK TO BE COMPLETED AS DESCRIBED IN THE - -- -- - - - U - - - - - - - -
DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL - --- - - - - --- - ----
1 NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY SHOULD THERE 5/4"x6" 'TREX' 6E to
to
BE ANY PROBLEMS OR DISCREPANCIES FROM WHAT EXISTS IN �n DECKING -i
p( ( Q THE FIELD TO WHAT IS INDICATED ON THE DRAWINGS. a z _ _ _ _ I I Q
ON
4. CONTRACTOR SHALL MEET WITH OWNER TO COORDINATE ALL O L I I OIL
°x�I I °x� WORK, SCHEDULING, ETC. AND TO SEE IF ANY EXISTING ITEMS a- t~n z F-- - - - - - I I z �.
m I I m SHALL BE SAVED AND IF NECESSARY REMOVED CAREFULLY AND u w
^ ^ GIVEN TO OWNER. V I I U
N REMQ E IGATED to
5. MAINTAIN ALL EXISTING REQUIRED BUILDING SHAFTS AND FIRE EXISTING STOOP
� � �—
RATED WALLS WITH SAME FIRE RATING AS BEFORE. EXISTING EXISTING EXISTAS IlVING I I T W
�' " WINDOW
EXISTING HDR. EXISTING HDR. EXISTING HDR. (2) 1 3/4 xq I/4 LVL HDR. NL 068 -
-- -- -- -- -�- -- 6. CONTRACTOR SHALL TAKE ALL PRECAUTIONS DURING a —
DEMOLITION WORK SO AS NOT TO CAUSE ANY DAMAGE TO
EXISTING WORK TO REMAIN. ° ��/ REMOVE EXISTING
^ 7. BEFORE ANY REMOVAL WORK IS STARTED, ELECTRICAL ° WINDOWS AS INDICATED 4 Z U
i7 IY CONTRACTOR SHALL VERIFY THAT SERVICE HAS BEEN CUT TO REMOVE EXISTING DOOR � ® w
= x � THAT AREA EXCEPT AS NOTED BELOW. U BATH
AS INDICATED + .�
N �? B. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL SNORING AND !_O �� K I TCt 4 EN
Z 1 z O BRACING REQUIRED DURING THE REMOVAL OF EXISTING z_B BEDROON #1 EXISTING DINING ROOM
I,_
}_ STRUCTURAL MEMBERS AND INSTALLATION OF NEW STRUCTURAL iai 3 EXISTING Q�
iX M FRAMING. S K �,�• RENOVATED
O
w Q q. ALL DEMOLISHED MATERIALS AND DEBRIS SHALL BE LEGALLY +4¢ O\
DISPOSED OF AND REMOVED FROM THE SITE BY THE A L RG_
CONTRACTOR. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM EXISTING a
U BUILDING AND SITE AT THE END OF EACH DAY. ACCUMULATION DOOR
OF RUBBISH SHALL NOT BE PERMITTED. O,pS�, iS H
POW DER . U
10. AT NO TIME SHOULD THE CONTRACTOR ALLOW THE DEMOLITION gM1 F� N
XISTING HDR.
WORK OR STORAGE OF DEBRIS TO CAUSE INTERFERENCE WITH
EXISTING BM. EXISTING HDR. EXISTING HDR. ANY REQUIRED MEANS OF EGRESS OR CAUSE A HAZARDOUS EXISTING
CONDITION. DOOR .
11. MAINTAIN AT ALL TIMES THE EMERGENCY LIGHTING THROUGHOUT p¢ f
THE BUILDING DURING DEMOLITION WORK, AS WELL AS SM + PROJECT NUMBER:
RECONSTRUCTION WORK. PROVIDE ALL NECESSARY TEMPORARY
LIGHTING, PARTITIONS AND DUST COVERS. 4�Sj, 2018-14
0 W jL 12. CUT, CAP AND FLUSH ALL ABANDONED STUBS, AND PROVIDEz 3 z DATE:
U REQUIRED PATCHING, PROVIDE ABANDONED OUTLETS WITH Ir- p }_ 12-24-18
z I x BLANK COVER. B�DR0011'( #2 � Ng FAMILY ROOI"f
t= I N u x z x DRAWN BY:
N z O 13. PROVIDE BOX AND SPLICE WIRES WHERE IT 15 REQUIRED TO w 3 EXISTING w Q EXISTING TMM
LU j MAINTAIN CONTINUITY OF CIRCUITS OR REMOVE WIRING AND
- SPLICE WIRE AT NEAREST ACTIVE BOX FROM OUTLETS WHICH BEDROOM #3 SCALE:
LU Q HAVE BEEN TERMINATED. EXISTING . AS SHOWN
14. INCLUDE IN 51D ALL DEMOLITION WORK AS REQUIRED TO
COMPLETE ALL NEW WORK AS DELINEATED BY ARCHITECTURAL
AND ENGINEERING DRAWINGS WHETHER SHOWN ON DRAWINGS OR
NOT.
EXISTING HDR. EXISTING HDR. EXISTING HDR. EXISTING HDR. 15. PROVIDE ALL REQUIRED PATCHING OF WALLS, CEILINGS AND EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
FLOORS AS REQUIRED TO ACHIEVE NEW FINISHES SHOWN ON WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW
CONSTRUCTION DRAWINGS.
B B
FRAMING A-4 NALL LEGEND:
CFILINCS FLAN
0 ,r ,3
SCALE: I/4"=1 -D" EXISTING WALL TO BE REMOVED --_-________---
- FIRST FLOOR
PLAN
SCALE: 1/4"= I'-0"
EXISTING WALL TO REMAIN
NOTES: NALL LEGEND:
DRAWING TITLE:
ALL WALLS TO BE 2x6 @ 16" O.C. CONSTRUCTION, DENOTES EXISTING CONSTRUCTION,
UNLESS NOTED OTHERWISE.
ALL AREAS WITHIN ONE MILE OF COASTLINE AND FRAMED WALL /
EAST OF RIVERHEAD ARE REQUIRED TO HAVE WIND DENOTES 2x6 AND CEILING
BORN DEBRIS PROTECTION AS DETAILED ON SHEET FRAMED WALL FRAMING PLAN
Al (3012.1.1) HATCH DENOTES
s c DENOTES HARDWIRED SMOKE * CARBON 2x4 FRAMED WALL
MONOXIDE DETECTORS AS PER SECTION R313
OF NYS RES. CODE, TYP.
DRAWING NUMBER:
TERRENCE MCKEEN
ICYNENE SPRAY FOAM INSULATION TO MEET DESIGNS INC.
H.E.R.S. RATING IF REQUIRED 35 MIDDLE POND ROAD
SOUTHAMPTON,NY
30 YR. ARCHITECTURAL ASPHALT SHINGLES 516-669-1238
ICE BARRIER AS PER NYS CODE R905.8.3 TMCKEENDESIGNS@GMAIL.COM
_
_ CEDAR PERFf:CTION SIDING TD _ _ _ _ _ _ _ AND 0105.8.3.1
MATCH EXISTIWG — 15# FELT PAPER
12 5/8" CDX PLYWOOD SHEATHING This drawing is not to be altered,
IlkT. O. RIDGE _ 4 +/- _ _ _ t12 Q-+-/ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ROOF RAFTERS (SEE STRUCTURAL PLANS) reused or reproduced without
ELEV. IV-1 3/4" H IMATCH COLLAR TIES (SEE STRUCTURAL PLANS) written permission from
NEW 30 YR ARCHITECTURAL EXIST. EXIST. MATCH CEILING JOISTS (SEE STRUCTURAL PLANS)
Terrence McKeen Designs Inc.
ASPHALT SHINGLES EXIST,
T.O. MALL PLATE _ _ — _ _ _ _ _ _
5/4"x8" PINE FASCIA, COLOR COMMENTS:
ELEV. B'-1 1/8" — _ — — — — —) TO BE DETERMINED BY 1/10/2019
T. O. WINDOW _ _ _ - — _ _ - _ _ _ _ - - - _ I OWNER ISSUED FOR PERMIT
ELEV. 6'-8 3/4" DCI T,
5/48 PINE FASCIA, W/
M 5/4X3 PINE: DRIP EDGE, I E I T E I T GUTTERS AND LEADERS TO MATCH
COLOR TBD BY OWNER EXISTING
cn i m CUSTOM SCREEN PANEL
OPTIONAL DRAIN BASKET
36" HT, WOOD GUARDRAIL
BEAD BOARD SOFFIT
`9 AS PER IBI: WITH SCREEN
'TSG'
j ME
VENTING MESH PAINTED BLACK
1ST SUB FLOOR STAPLE TO RAFTER TAILS
_ ELEV. 0'-0 = --- - - - - - - - - - - - - - - - - - - - -
5/4"x8" PINE FREIZE BOARD
(NATURAL GRADE)
"PERFECTION" CEDAR
SHINGLES TO MATCH
EXISTING
REAR ELEVATIONEAVE DETAIL
SCALE: 1/4"=1'-0" SCALE: i"=1'-0"
* ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A
MINIMUM DESIGN PRESSURE AS NOTED ON EACH UNIT
w
O
7 C z^ ao°Ooz
PROVIDE CONTINUOUS RIDGE
- - - - - - - - -----PROVED€--CONTINUOUS-RIDGE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VENT- - - - - - - - - - - - - —
VENT
T. O. RIDGE - -12 - - - - - - 12 - - - - - - - - - - - - - H + � ¢
- - ELEV. 11'-1 3/4° - - - - - - - - - —,4 +/- 4 +/- Z 3
NEW 30 YR ARCHITECTURAL.—
EXIST. EXIST. ' NEW 30 YR ARCHITECTURAL H 3
ASPHALT SHINGLES ASPHALT SHINGLES H
T.O. WALL PLATE
- - ELEV. 8'-1 1/8° Z
T. O. WINDOW O
ELEV. 0-8 3/4" ® - - - - - —
a CUSTOM SCREEN PANE t
CUSTOM SGREJEN PANEL
m E 1 T E I T
m � m
co 36" HT. WOOD GUARDRAIL—
AS
UARDRAIL AS PER IBC WITH SCREEN SPINDLES 4" MAX. SPACING,
PAINTED TBD
_ = OIL IST SUB FLOOR --- _
ELEV. 0'-0" - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- _ - _
-F ri�t15N GRADE
tN--FFSH GRADE=—
(NATURAL GRADE)
(NATURAL GRADE)
'TREX' STEPS AND 5/4x4 TRIM WITH WOOD 5/4x4 TRIM WITH WOOD z
HANDRAIL AS PER IBC LATTICE LATTICE W '�
W zLEFT ELEVATION RIGHT EL.EVATION �
SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"
* ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A * ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A
MINIMUM DESIGN PRESSURE AS NOTED ON EACH UNIT MINIMUM DESIGN PRESSURE AS NOTED ON EACH UNIT tJ1
O
M
CT
W
W
H
H
U
O
a
EXISTING
PROJECT NUMBER:
RIDGE (VIF) 2018-14
- - - - - - EXISTING-i�R.- 1�4+7`=— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 +/- 2 16" O.G. (VIF) EXIST. 2x R.R. 16" O.G. 2x RIDGE DATE: 12-24-18
- - - - >rX1S�_ - - - - - - - - - - - - - - - - - - T. O. RIDGE - - - - -12- - -
EXISTING R.R. L 16" O.C. (VIF) J MATCH 12 4 +/-
t6 O.C. (VIF) ELEV. 11'-1 3/4" - � x- 2 - - - DRAWN BY:
2x RIDGE 2x R.R. 16" O.C. EXIST. MATCH
--- EXIST. SCALE:
- - - --- VIF) -- - - - - - - - - - - - T.O. WALL PLATE - - - - --- - - -
AS SHOWN
2x BEAM 2x BEAM jELEV. 8'-1 1/8" 2x BEAM--/
T. O. WINDOW
- - - - - - - - - - - - - - - - SCREENED I N - - - - - - - - - - - - - _ ELEV. 6'-8 3/4" - - - — - - - -_ - - — - - -
MATCH MATCH
LIVING RM . DINING RM . FORGP
M 0 = EXIST, SCREENED I N � EXIST, ��
EXISTING RENOVATED NEW T rn 1 m o J. 1"P
Z
ico NEW $®
NEW 2x FLOOR NEW 2x FLOOR
JOISTS1ST SUB FLOOR JOISTS
EXIST. 2x F.J. 16" O.G. VIF = - - - _ - - - - - _ = ELEV. 0-�r - - -
_ -FTNI5 1T1<A�E _ - - - - - - - - - - �tE�2x-CCA -GIRDER W-2x-CC;A-GtRDE €W�CCA-GIRD = _ _ _ _ _ _ _ _ _ _ _ _ FiNI 14 (RADE _ - - — - NEWS CC:A-GIRDER—
(NATURAL GRADE) (NATURAL GRADE)
1 1 1 1 NEW2 CA
GIRDER I I I I I I I DRAWING TITLE:
SEMENT
� _ �' I_ _ � � _ � LJ � _ � LJ EXTERIOR
EX TING NEW 6"x6" GGA POST ON A I ELEVATIONS,
12" DIA. P.C. SONOTUBE �� I ON A — A
SECTIONS
WITH A 24"x24"x12" P.G.
FOOTING REINFORCED WITH
SCALE: 114"=V-01'
(3)#5 BOTTOM EACH WAY
(TYP.)
Pz
SECT ION 5 - 5
DRAWING NUMBER:
TERRENCE MCKEEN
TABLE R301 .2(1 ) WFG i TABLE 3.5A TOP AND BOTTOM WFCN TABLE 3. 10 ROOF SHEATHING DESIGNS INC.
CLIMATE GEOGRAPHIC DESIGN CRITERIA PLATE TO STUD LATERAL CONNECTIONS FORATTACHMENT REQUIREMENTS FOR WIND 3 s U HAMPTON,IDDLE POND NY
2015 INTERNATIONAL RESIDENTIAL CODE (2nd printing) WIND LOADS EXPOSORE 151 (2015 EDITION) LOADS (2015 EDITION) 516-669-1238
(PRI�RIPTIVE ALTERt�tATNE TO TAME 3.5) TMCKEENDESIGNS@GMAIL.COM
WIND DESIGN SUBJECT TO DAMAGE FROM CE BARRIER 700 YR. WIND SPEED 3-5ECOND 11 20 130 700 YR WIND SPEED 3-SECOND GUST (MPH) 11 0 130 This drawing is not to be altered,
GROUND SEISMIC WINTER AIR MEAN GUST (MPH)
SPECIAL WIND- FROST UNDER- FLOOD STUD REQUIRED NUMBER OF 16D COMMON NAILS OR 40D 1,2 STRUCTURAL SHEATHING reused or reproduced without
SNOW SPEED TOPO DESIGN yEAI � TERMITE DESIGN FREEZING ANNUAL SPACING (IN.) WALL HEIGHT (FT) Box NAILS PER STUD TO PLATE CONNECTION E F E F written permission from
WIND BORNE LINE LAYMENT HAZARDS
LOAD (MPH) EFFECTS CATEGORY TEMP. ���y INDEX TEMP. B 2 2 2 2 RAFTER/TRU55 Terrence McKeen Designs Inc.
REGION DEBRIS DEPTH REQUIRED 10 2 2 2 2 SHEATHING FRAMING RAFTER/TRUSS MAXIMUM NAIL SPACING FOR 8D COMMON NAILS OR
LOCATION SPECIFIC SPACING (IN.) IOD BOX NAILS (INCHES, O.C.)z
GRAVITY' G COMMENTS:
12 6 12 6 12 6 12 6 12
20 PSF. 0 NO NO ZONE 1 B SEVERE 31-011 MODERATE 15 YES AS PER < 11500 50.5 12 4 16 12 6 12 6 1 6 12 1/10/2019
HEAVY
0.401 ISSUED FOR PERMIT
TO HEAV 1 F.E.M.A. 18 2 2 2 2 101.2 6 12 6 12 6 12 6 12
B 20 2 2 2 2 INTERIOR 24 6 12 6 12 6 12 6 12
8 2 2 2 2
ZONE 12 6 12 6 12 6 12 6 12
/�
R301.2.1.1 WIND LIMITATIONS AND WIND DESIGN NFCM TABLE 3 . 1 WFGN TABLE 3.4A RAFTER/CEILING 10 2 2 2 2 0.42 16 6 I 6 12 12 b 12
101.2 6 12 6 12 6 12 6 12
24 6 12 6 12 6 12 6 12
fZEQUIRED: NAILING SCHEDULE JOIST TO TOP PLATE LATERAL * SHEAR 16 12 6 12 1 6 12 6 12
THE HND PROVISIONOF T1415 COE SHALL NOT APPLY TO WHEREI WIND DESIGN 55 REQUIRED IDN ACCORDANCE WTH FIGURE R301.2(4)5. BUILDINGS (2015 EDITION) CONNECTION REQUIREMENTS (2015 EDITION) 18 2 2 2 2 0401 16 6 12 1 6 12 6 12 6 12
IDMEPTIONS: STRUCTURAL MEMBERS NO. OF COMMON NAIL SPACING (FPJMCRIPTIVB ALTERNATIVE TO TADI'E 5A) 20 2 2 2 2 19.2 6 12 6 12 6 12 6 12
_71. FOR CONCRETE CONSTRUCTION, THE WIND PROVISIONS OF THIS CODE SHALL APPLY IN NAILS
PERIMETER 24 6 12 6 12 6 6 6 6
/�/� 8 2 2 2 2
ACCORDANCE WITH THE LIMITATIONS OF SECTION R404 AND R608. ROOF FRAMING 700 YR. WIND SPEED 10 2 2 2 2 ZONE 12 6 12 I 6 12 6 12
2. FOR STRUCTURAL INSULATED PANELS, THE WIND PROVISIONS OF THIS CODE SHALL 3-SECOND GUST (MPH) 110 120 130
APPLY IN ACCORDANCE WITH THE LIMITATIONS OF SECTION 8610. RAFTER TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) PER RAFTER I. 6 12 6 6 6 12 6 6
0.42
19.2 6 12 6 6 6 6 6 6
S. FOR COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION, THE WIND PROVISIONS OF THIS CEILING JOIST TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) PER JOIST 24
24 6 91 6 6 6 6 6
CODE SHALL APPLY IN ACCORDANCE WITH THE LIMITATIONS OF SECTIONS R505, R603 t CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED)(SEE TABLE 5 A) EACH LAP NUMBER OF 8D COMMON NAILS
R804. RAFTER/ CEILING WALL HEIGHT (TOENAILED) REQUIRED IN EACH GABLE
CEILING JOIST LAP5 OVER PARTITION (FACE-NAILED) (SEE TABLE 3.qA) EACH LAP JOIST SPACING (IN.) (FEET) RAFTER AND/ OR CEILING JOIST TO 18 2 2 2 3 ENDWAL 0.4q _ 6 6
IN REGIONS WHERE WIND DESIGN 15 REQUIRED IN ACCORDANCE WITH FIGURE R301.2(4)5, COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.6) PER TIE TOP PLATE CONNECTION1,2:8:4 20 2 2 3 3 RAKE OR
THE DE51GN OF BUILDINGS FOR WIND LOADS SHALL BE IN ACCORDANCE WITH ONE OR MORE
E TRUSS
OF THE FOLLOWING METHODS: BLOCKING TO RAFTER (TOE-NAILED) 2-BD EACH ENDWITH UP TO
1. PRESCRIPTIVE LIMITS ARE 5A5ED ON ASSUMPTION IN TABLE 3.5 P RAKE 0.42 - 6 6 6 b
1. AF#PA WOOD FRAME CONSTRUCTION MANUAL (WFCM). RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END 12 8 2 2 2 2 OVERHANG
2. TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO
>.. IGC STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIC0I-WIND REGIONS (ICC 600). 10 2 2 2 BE MULTIPLIED BY 0.92 FOR FRAMING NOT LOCATED WITHIN 8 FEET OF CORNERS. BOARD SHEATPING
B. A5CE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7). WALL FRAMING RAFTER/TRUSS MINIMUM NUMBER OF 8D COMMON NAILS PER [�]
it. AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR TOP PLATE TO TOP PLACE (FACE-NAILED) 2-16D� PER FOOT SHEATHING SIZE SPACING (IN.) SUPPORT
ONE-AND TWO-FAMILY DWELLINGS (AIS[ 5230). TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I6D JOINTS -EACH SIDE 16 8 2 2 2 3 '
5. INTERNATIONAL BUILDING CODE. 10 2 2 3
W FCI"I TABLE 3.qA RAFTER/CEI LNG Ixb OR 1x8 SHEATHING 12-19.2 2 2 2 2
STUD TO STUD (FACE-NAILED) 2-I6D 24" O.C. JOIST HEEL JOINT CONNECTION
1x10 OR LARGER SHEATHING 12-101.2 3 3 3 3 N
THE ELEMENTS OF DESIGN NOT ADDRESSED BY THE METHODS IN ITEMS I THROUGH 5 IN HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG ELVES
ACCORDANCE WITH THE PROVISIONS OF THIS CODE. 24 8 3 3 3 4 REQUIREMENTS. (2015 EDITION) E - NAIL SPACING AT PANEL EDGES (IN.)
Ff-�
WHERE ASCE 7 OR THE INTERNATIONAL BUILDING CODE 15 USED FOR THE DESIGN OF THETOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) p
BUILDING, THE WIND SPEED MAP AND EXPOSURE CATEGORY REQUIREMENTS AS SPECIFIED PER STUD (PRESCRIPTIVE ALTERNATIVE TO TAd.E 3.9)
10 3 3 4
IN ASCE 7 AND THE INTERNATIONAL BUILDING CODE SHALL BE USED. ROOF LIVE 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING Z a00
GROUND SNOW LOAD 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE 00 Z
BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-16D PER PER FOOT LOAD ATTACHMENT REQUIREMENTS SHALL BE USED. Q g
END J015T OR BLACKING (FACE-NAILED) I PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTION IN TABLE 3.4 20 PSF 30 PSF 50 PSF 70 PSF
2. FOR WIND SPEEDS GREATER THAN 130 MPH, BLOCKING IS REQUIRED WHICH TRANSFERS H
2 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF TOE-NAILS IN ROOF SPAN FT. SHEAR LOAD TO TWO ADDITIONAL JOISTS (3 JOISTS TOTAL). a
FLOOR FRAMING THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF 12 24 36 12 24 36 12 24 36 12 24 36 I o 0,M a
J015T TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-BD PER JOIST NAILS REQUIRED. RAFTER REQUIRED NUMBER OF I6D COMMON OR 40D BOX NAILS PER HEEL r o p.,
OGiI �.W
RAFTER SLOPE SPACING (IN.) JOINT CONNECTION - Q
BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 3 TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A z
TABLE 8301 .5 MINIMUM UNIFORMLY RAFTER OR CEILING J015T WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH 12 3 5 8 3 6 q 5 q 13 6 12 17 WFG I TABLE 3. 11 WALL SHEATHING z 3
BLOCKING TO JOIST (TOE-NAILED) 2-SD EACH END SIDE WHEN FASTENED TO A 2x6 TOP PLATE.
DISTRIBUTED LIVE LOADS (LBS. PER SQ.FT.) BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK 3.12 192 4 8 12 5 0 14 7 14 21 q 18 27 AND CLADDING ATTACHMENT REQUIREMENTS
`�-�- 4 WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10, THEY SHALL BE ADJUSTED AS FOLLOWS 24 5 10 15 6 12 18 9 17 26 12 23 34
(2015 INTERNATIONAL RESIDEN 1 IAL CODE) LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6D EACH JOIST 12 3 4 6 3 5 7 4 7 10 5 q 13 FOR WIND LOADS (2015 EDITION) v� w
JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-BD PER JOIST WALL HEIGHT 81 101 16 3 5 8 3 6 9 5 9 13 6 12 17 O
USE LIVE LOAD BAND J015T TO JOIST (END-NAILED) 3-I6D PER JOIST 4.12 19.2 3 6 9 4 7 11 6 II 16 7 14 21 700 YR. WIND SPEED 3-SECOND GUST (MPH) 11 0 130 U I"I 11
BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6D I PER FOOT TOP PLATE TO 24 4 6 11 5 q 13 7 13 lq 9 17 26
RIDGE HEIGHT (FT) ADJUSTMENT FACTORS 12 3 3 5 3 4 6 3 6 8 4 7 11 STRUCTURAL SHEATHING
UNINHABITABLE ATTICS WITHOUT STORAGE 10 10, 1.00 1.00 5=12 16 3 4 6 3 5 7 4 7 11 5 q 14 E F E F
UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 Iq.2 3 5 7 3 6 q 5 q 13 6 Il 17
HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 ROOF SHEATHING 15' 1.15 1.25 24 3 6 q 4 7 11 6 11 16 7 14 21 RAFTER
BALCONIES (EXTERIOR) AND DECKS 40 WOOD STRUCTURAL PANELS 80 (SEE TABLE 3.10) 20' 1.40 1.50 12 3 3 4 3 3 4 3 4 6 3 5 8 SHEATHING LOCATION SPACING MAXIMUM NAIL SPACING FOR 8D COMMON NAILS OR
FIRE ESCAPES 40 DIAGONAL BOARD SHEATHING 16 3 3 5 3 4 5 3 5 8 4 7 10 (IN., O.G.) 100 BOX NAILS (INCHES, O.C.�''
712 19.2 3 4 5 3 4 6 3 6 q 4 8 12
GOARDRAILS t HANDRAILS 200 I"x6" OR I"x8" 2-8D PER SUPPORT 24 3 5 7 3 5 8 4 8 II 5 10 15 12
WFCM TABLE 3.413SHEAR WALLS 12 b 12 6 6 12
1"x10" OR WIDER 3-BD PER SUPPORT 12 3 3 3 3 3 3 3 3 5 3 4 6 INTERIOR ZONE I6 6 6 12 12 6 12
GUARD IN-FILL COMPONENTS 50 I q.12 16 3 3 4 3 3 4 3 4 6 3 5 B 24 6 12 6 12 6 12
PASSENGER VEHICLE GARAGES 5o RESISTING UPLIFT AND SHEAR (2015 EDITION) 19.2 3 3 4 3 4 5 3 5 7 3 6 q rTl
24 3 4 5 3 4 6 3 6 q 4 8 12 12 6 12 6 12 6 12 Irl'�11
S�EPINGTRooMS AN SLEEPING RooMS so GYPSUM WALLBOARD CEILING SHEATHIN 7" EDGE / 10" FIELD (MM5CRt rW AL.TERNAT1vE TAnLE $�) 16 3 3 3 3 3 3 3 3 5 3 4 5 PERIMETER EDGE ZONE Ib 6 6 12 12 6 12
12:12 6 12
STAIRS 40
700 YR. WIND SPEED 3-5ECOND GUST (MPH) 13O 19.2 3 3 3 3 3 4 3 4 6 3 5 7 24 12 6 12 r.
24 3 3 4 3 3 5 3 5 7 3 6 9 BOARD SHEATHING OR. LAP SIDING
WALL SHEATHING WOOD STRUCTURAL PANEL TOP ! BOTTOM
SHEAR WALL REQUIREMENTS OF PANEL NAILINGREQUIREh1ENTS I HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A SHEATHING SIZE RAFTER/TRUSS MINIMUM NUMBER OF 8D CC71"1MON NAILS PER � a
WOOD STRUCTURAL PANELS 8D (SEE TABLE 3.11) MAXIMUM ROOF SPAN (FT) LOADBEARING WALL, HEADER OR RIDGE BEAM DESIGNED TO RE51ST THE APPLIED LOADS I SPACING (IN.) SUPPORT'
TABLE 8301 .6 MIN. ROOF LIVE LOADS STRUCTURAL FIBERBOARD PANELS SHEATHING SHEAR WALL ROWS OF NAILING 2 WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR 1x6 OR 1x8 SHEATHING 12-24 2 2 2 2 rr ll
THICKNESS NAILING NAILS SPACING (IN) PURLINS TO A LOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS V
(LBS.--FORGE/SQ.FT.) OF HORIZ. PROJECTION 1/2' 11 GA. GALV. 3" EDGE / 6" FIELD " - - - _ SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN.
ROOFING 7/16 OSB OR 8D COMMON 4 Ix10 OR LARGER SHEATHING 12-24 3 3 3 3 n W
(2015 INTERNATIONAL RESIDENTIAL CODE) 25/32"" NAILING 3" EDGE / 6" FIELD 15/32" NAILS 6' 4" 1� 3 EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP
3 32 2 12 SPLICES. E - NAIL SPACING A7 PANEL EDGES (IN.)
GYPSUM WALL BOARD 5D COOLERS 7' EDGE / 10" FIELD PLYWOOD WITH PANEL EDGE
-- SPECIES OF SPACING AND 12" 6 3k 32 4 12 F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.)
HARDBOARD (SEE TABLE 3.11) 2• 4 36 36 36 36 4 TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL 7-
TRIBUTARY LOADED AREA IN SQUARE FEET 8D PLIES HAVING FIELD SPACING ( �1
FOR ANY STRUCTURAL MEMBER GL0.4q WEIGHT OF THE CEILING ASSEMBLY 1. FOR WALL SHEATHING WITHIN 4 FEET OF CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT V
ROOF SLOPE PARTICLEBOARD PANELS gD (�MANUFACTURER) 3 �O � � � REQUIREMENTS SHALL BE USED.
DIAGONAL BOARD 5HEAT14ING 7/16" OSS OR ED COMMON " 6 - - 5 TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER O
0 TO 200 201 TO 600 over 600 15/32" NAILS 0 6" 1 4 36 32 24 12 TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR 2. TABULATED NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS T \ M
IN6" OR I"xB" 2-BD PER SUPPORT PLYWOOD WITH PANEL EDGE 3 36 36 36 RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE, NO ATTIC STORAGE 15 ASSUMED, WITH 0.42 S G C0.4q. (`�/)
FLAT OR RISE LESS TIHAN 4 INCHES 20 16 12 "x10" OR WIDER 3-BD PER SUPPORT SPECIES OF SPACING AND 12" 6 36 36 36 AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE C1
PER FOOR (1:3) I PLIES HAVING FIELD SPACING 2` 4 36 36 36 36 FOLLOWING FACTORS: 3. FOR EXTERIOR PANEL SIDING, GALAVNIZED BOX NAILS SHALL BE PERMITTED TO BE W
RISE 4 INCHES PER FOOR (1:3) TO 16 14 12 GZ0.4q 3 36 36 3636SUBSTITUTED FOR COMMON NAILS.
CEILING HEIGHT/'i'OP HEEL JOINT CONNECTION a
LESS THAN 12 INCHES PER FOOT (1:1) FLOOR SHEATHING 15/32" OSB OR 100 COMMON , 6 - - - - T PLATE-TO-ROOF RIDGE ADJUSTMENT FACTORS
T
RISE 12 INCHES PER FOOR (1:1) AND 12 12 12 WOOD STRUCTURAL PANELS PLYWOOD WITH NAILS 0 6" 1 4 36 36 28 20 HEIGHT (Hc/hHr) (--+
SPECIES OF PANEL EDGE 3 3 36 E!�
36 1/2 2.00 U
GREATER I" OR LESS BD 6" EDGE / 12" FIELD PLIES HAVING SPACING AND 12" U
Q0.401 FIELD SPACING 2" 6 6 36 56 1/3 1.50 4 36 36 36 1/4 1.33
GREATER THAN I" IOD 6" EDGE / 6" FIELD 3 36 36 36 1/5 1.25 0
DIAGONAL BOARD SHEATHING 1/6 1.20 04
1. SEE AWG/ANSI SPECIAL DESIGN PROVISION FOR WIND # SEISMIC (SDPWS) FOR PROPER 1/10 1.11 p,
TABLE 8301 .7 ALLOWABLE DEFLECTION 1"xb" OR 1'x8" 2-8D PER SUPPORT DESIGN AND DETAILING OF WOOD STRUCTURAL PANELS USED TO RESIST COMBINED SHEAR AND
I"x10" OR WIDER 3-8D PER SUPPORT UPLIFT FROM WIND. NOTE: LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED "14x
OF STRUCTURAL MEMBERS WHEN RAFTER TIES ARE LOCATED ABOVE ONE-THIRD OF THE TOP PLATE TO ROOF RIDGE PROJECT NUMBER:
2. WHERE FRAMING HAS A SPECIFIC GRAVITY OF 0.401 OR GREATER, TABULATED MAXIMUM ROOF HEIGHT Hr OR WHEN He IS GREATER THAN 2 FEET AND MAY REQUIRE ADDITIONAL
(2015 INTERNATIONAL RESIDENTIAL CODE) SPANS SHALL BE PERMITTED TO BE MULTIPLIED BY 1.08, BUT IN NO CASE SHALL THEY EXCEED CONSIDERATION. 2018-14
_ I NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL A SPAN OF 36 FT.
STRUCTURAL MEMBERS
ALLOWABLE EDGE. ALTERNATIVE NAILING SCHEDULE SHALL BE USED WHERE WALL SHEATHING 3. TABULATED VALUES FOR PLYWOOD A55UME PLYWOOD WITH A SPECIES OF PLIES HAVING A DATE:
DEFLECTION NAILING IS REDUCED, FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE SPECIFIC GRAVITY OF 0.401 OR GREATER. FOR PLYWOOD WITH OTHER SPECIES, MULTIPLY THE
PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITY, NAILING REQUIREMENTS FOR TABULATED MAXIMUM ROOF SPANS BY O.qO. 12-24-18
STRUCTURAL MEMBERS SHALL BE DOUBLE, OR ALTERNATE CONNECTORS SHALL BE
RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO USED TO MAINTAIN THE LOAD PATH. 4. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE DRAWN BY:
FINISHED CEILING ATTACHED TO RAFTERS L/180 AND BOTTOM PLATE BY I y2" AND A SINGLE ROW OF FASTENERS SHALL BE PLACED %"' FROM
2 WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED THE PANEL EDGE. TMM
INTERIOR WALLS ! PARTITIONS H1180 NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT.
FLOORS L/360 5. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE SCALE:
_ 3 CORROSION RESTSTANT 11 GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE AND BOTTOM PLATE BY 1 )Z". ROWS OF FASTENERS SHALL BE)Z" APART WITH A MINIMUM EDGE
CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND STUCCO) L/360 PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. DISTANCE OF 12". EACH ROW SHALL HAVE NAILS AT THE SPECIFIC SPACING.
AS SHOWN
CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM BOARD) L/240
ALL OTHER STRUCTURAL MEMBERS L/240
EXTERIOR WALLS - WIND LOADS WITH PLASTER OR STUCCO FINISH H/360
EXTERIOR WALLS - WIND LOADS WITH OTHER BRITTLE FINISHES W1240 ® -
EXTERIOR WALLS - WWD LOADS WITH FLEXIBLE FINISHES H/120 J.
.J. �®
LINTELS SUPPORTING MASONRY VENEER WALLS 1-1600
A
A
W FG i TABLE 2 A ROOF AND WALL
SHEATHING SUCTION LOADS (FOR SHEATHING
AND SHEATHING ATTACHMENTS)
700 YR. WIND SPEED 3-5EC.OND 20 130
GUST (MPH) 1==T20
� Q
SHEATHING LOCATION' O DRAWING TITLE:
- DUAL SLOPE ROOF SUCTION PRESSURE (P5F)" 1j A
3
ZONE 1
13.4 14.7 16.0 18.7 STRAPPING
ZONE 2 22.5 24.6 26.8 31.5 A� A'�
ZONE 3 33.q 7. 40.3 47.3 ® J. ® DETAILS
ZONE 3 OVERHANG 42.1 46.0 50.1 58.8
ZONE 4 14.6 15.q 7.3 20.3 ® WALL SHEATHING NAILING: ® A\
EDGES t FIELDS: REFER
ZONE 5 18 19.6 21.4�j 25.1 ITO WFCM TABLE 3.11
I. THE DIMENSION, "A", IS MEASURED AS 10% OF THE MINIMUM BUILDING DIMENSION, BUT NOT tQ
LESS THAN 3 FEET. ROOF SHEATHING NAILING,
EDGES t FIELDS: REFER mow,
2. TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B WITH A MEAN -A A� TO WFCM TABLE 3.10 / A AA`
ROOF HEIGHT OF 33 FEET. FOR BUILDINGS LOCATED IN OTHER EXPOSURES, THE TABULATED '�/ U
VALUES SHALL BE MULTIPLY BY THE APPROPRIATE ADJUSTMENTS FACTOR IN SECTION 2.1.3.1 NOTE: "A" 15 MEASURED
AS HORIZONTAL
PROJECTION ON THE
BUILDING ROOF AND
WALLS DRAWING NUMBER:
TERRENCE MCKEEN
2015 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE DESIGNS INC.
35 MIDDLE POND ROAD
..r BEAM 4 STRAP .•r BEAM 4 STRAP SOUS 16-669-1ONg,NY
MIN (2) 8D NAILS R301.1 APPLICATION. TMCKEENDESIGNs@GMAIL.COM
,� • • 0 00°° BUILDINGS AND STRUCTURES, AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL This drawing is not to be altered,
• LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOD LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND reused or reproduced without
• ° ° SEISMIC LOADS AS PRESCRIBED BY THI5 CODE. THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN written permission from
• • • o o 0 1° ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE Terrence McKeen Designs Inc.
NCP LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN
41 °o° oo° 1 ° THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED
AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THI5 SECTION. COMMENTS:
� /2019
01.2.1.1 WIND LIMITATIONS AND W1ND DESIGN REQUIRED. Dl FOR
o � ISSUED FOR PERMIT
� THE WIND PROVISIONS OF THI5 CODE SHALL NOT APPLY TO THE DESIGN OF BUILDINGS WHERE WIND DESIGN IS
o°o
REQUIRED IN ACCORDANCE WITH FIGURE R301.2(4)5.
EXCEPTIONS:
1. FOR CONCRETE CONSTRUCTION, THE WIND PROVISIONS OF THI5 CODE SHALL APPLY IN ACCORDANCE WITH
THE LIMITATIONS OF SECTION R404 AND R608.
WOOD BEAM 4 POST CONNECTION RIDGE STR'UC'TURAL RIDGE - CATHECRAL CEILING HIP RAFTER RAFTER TO WXD TCP PLATES HIP CORNER PLATE 2. FOR STRUCTURAL INSULATED PANELS, THE WIND PROVISIONS OF THI5 CODE SHALL APPLY IN ACCORDANCE
SIMP50N STRONG-TIE ITEM: SIMPSON STRONG-TIE ITEM: C520 SIMPSON STRONG-TIE ITEM: L5U26, SIMPSON STRONG-TIE ITEM: L570 SIMP50N STRONG-TIE ITEM: H7Z SIMPSON STRONG-TIE ITEM: NCP WITH THE LIMITATIONS OF SECTION R610.
CC046 a LSU281 CS20
x6 3. FOR COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION THE WIND PROVISIONS OF THIS CODE SHALL
PROVIDE C520 x 18 MIN. LSU26 - 2x6 PROVIDE (1) H7Z PER RAFTER HCP2 - 2x MEMBER SIZE APPLY IN ACCORDANCE WITH THE LIMITATIONS OF SECTIONS R505 R603 � R804.
FASTENED PER TABLE 3.6A WITH LSU28 - 2x8, 2x10, 2x12 FASTENED WITH: HCP4 - 4x MEMBER SIZE r
COLLAR TIES AS PER PLANS. PROVIDE C520 x 18" MIN. (8) 8D NAILS INTO STUD IN REGIONS WHERE WIND DE51GN 15 REQUIRED IN ACCORDANCE WITH FIGURE R301.2(4)5, THE DESIGN OF
!AT ROOF PITCHES GREATER THAN FASTENED PER TABLE 3.6A WITH (2) 8D NAILS INTO PLATE
12:12 USE (4) SD NAILS AT EACH CEILING COLLAR TIES @ 32" O.0 (8) 8D NAILS INTO RAFTER WITH BUILDINGS FOR WIND LOADS SHALL BE IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING METHODS:
END OF STRAP (2) 8D NAILS AT END OF STRAP 1. AF*PA WOOD FRAME CONSTRUCTION MANUAL (WFCM).
2. ICC STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH-WIND REGIONS (ICC 600).
3. ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7).
4. AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO-FAMILY
W
STRAPPING: DWELLINGS (AISI 5230).
STH q IOD �
CUT ( ) 5. INTERNATIONAL BUILDING CODE.
LMT" BLOCKING COMMON 0
NAILS @ EA. THE ELEMENTS OF DESIGN NOT ADDRESSED BY THE METHODS IN ITEMS 1 THROUGH 5 IN ACCORDANCE WITH
® 2-16D COMMON END OF THE PROVISIONS OF THIS CODE. '" U
° 'SIMPSON' HDQ8 NAILS 0 6' O.C. STRAP (BY H Q Z 0
OR -\ FOR FULL LENGTH SIMPSON WHERE ASCE 7 OR THE INTERNATIONAL BUILDING CODE IS USED FOR THE DESIGN OF THE BUILDING THE WIND `
SP �` SIMPSON' PHD6 -OF STUD ) i 2
CLEAR : SPEED MAP AND EXPOSURE CATEGORY REQUIREMENTS AS SPECIFIED IN A5CE 7 AND THE INTERNATIONAL
JOIST HANGER ¢
sP�w -'-_• l �'---._ BUILDING CODE SHALL BE USED. a h �
Hio BY SIMPSON ¢ ¢ ,,I>
®LOCKING NDWALL R403.1.6 FOUNDATION ANCHORAGE. a
o
H2,5 ® ® STRAPPING: WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS SHALL BE 3
(q)10D COMMON ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH THIS SECTION. 3
U34GT,., NAILS @ EA. END
Provide minimum 15/8' OF STRAP OR H2 COLD-FORMED STEEL FRAMING SHALL BE ANCHORED DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD
end distance CONNECTOR (BY SILL PLATES ANCHORED TO THE FOUNDATION. ANCHORAGE OF COLD-FORMED STEEL FRAMING AND SILL Z w
SIMPSON HDQ8 SIMPSON)
Equal number of PLATES SUPPORTING COLD-FORMED STEEL FRAMING SHALL BE IN ACCORDANCE WITH THIS SECTION AND 0 a/
specifiieeach nddnails in OR SECTION R505.3.1 OR R603.3.1. U
'SIMPSON' PHD6
THE WOOD SOLE PLATE AT ALL EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED
RAFTER TO WX0 TCP PLATES FACE MOUNT HANGER FLOOR-TO-FLOOR CONNECTION STUD SHOE CANTILEVER STRAPPING WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLA55 AND ALL WOOD SILL PLATES SHALL BE
SIMPSON STRONG-'TIE ITEM: SSP, SIMPSON STRONG-TIE ITEM: LUS SIMPSON STRONG-TIE ITEM: C520 SIMPSON STRONG-TIE ITEM: H552 CORNER HOLDDOWN-2ND FLOOR SIMP50N STRONG-TIE ITEM: H6, H2 ANCHORED TO THE FOUNDATION WITH MINIMUM Y2" DIAMETER (12.7 MM) ANCHOR BOLTS SPACED A MAXIMUM OF
H10 H2.5 SIMPSON STRONG-TIE ITEM: HD08 6 FEET (1829 MM) ON CENTER OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO
PROVIDE LUS @ EA. JOIST PROVIDE (1) 0520 PER STUD PROVIDE H552 @ EA. STUD PHD6 (1) H6 PER STUD FASTEN WITH: PROVIDE EQUIVALENT ANCHORAGE TO Y2" DIAMETER (12.7 MM) ANCHOR BOLTS. BOLTS SHALL EXTEND A
(1) SSP FOR SINGLE STUD FASTENED PER TABLE 3.45 (SEE STRUCTURAL PLAN A-7 FOR (8) 8D NAILS INTO STUD 4 (8) 8D MINIMUM OF 7 INCHES (178 MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. THE
(2) SSP FOR DOUBLE STUD LU526, LUS28, LUS10, LUS26-21 LOCATIONS) NAILS INTO RIM JOIST BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL
INSTALL @ 32" O.G. AS REQUIRED. LU528-2, LUS10-2 (2) H2 PER STUD BE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH HT1
ONE BOLT LOCATED NOT MORE THAN 12 INCHES (305 MM) OR LESS THAN SEVEN BOLT DIAMETER FROM EACH w
END OF THE PLATE SECTION. INTERIOR BEARING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT
ARE NOT PART OF A BRACED WALL PANEL SHALL BE POSITIVELY ANCHORED WITH APPROVED FASTENERS. U W
SILL PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND TERMITES WHERE REQUIRED BY Z >''
SECTIONS R317 * R318. Q Z
EXCEPTIONS: W �,
1. WALL 24 INCHES (610 MM) TOTAL LENGTH OR SHORTER CONNECTING OFFSET BRACED WALL PANELS SHALL
BE ANCHORED TO THE FOUNDATION WITH MINIMUM OF ONE ANCHOR BOLT LOCATED IN THE CENTER THIRD OF ® W
THE PLATE SECTION AND SHALL BE ATTACHED TO ADJACENT BRACED WALL PANELS AT CORNERS AS SHOWN �+
SSP
IN ITEM 9 OF TABLE R602.3(1).
LTP4 LBPS 2-16D COMMON �_ 2. CONNECTIONS OF WALLS 12 INCHES (305 MM) TOTAL LENGTH OR SHORTER CONNECTING OFFSET BRACED
'SIMPSON' HD08 . NAILS 0 6' O.C. WALL PANELS TO THE FOUNDATION WITHOUT ANCHOR BOLTS SHALL BE PERMITTED. THE WALL SHALL BE Q+
OR -� FOR FULL LENGTHI ATTACHED TO ADJACENT BRACED WALL PANELS AT CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1).
6520 'SIMPSON' PHD6 •--OF STUD °
GS20 r n�u" � ° M
SHEATHING ( R502.9 FASTENING,
0
W
LTP4 0 EOCKING NDWALL of FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE R602.3(1). WHERE POSTS AND BEAM OR H
(2) 2X6 LBPS ° GIRDER CONSTRUCTION 15 USED TO SUPPORT FLOOR FRAMING, POSITIVE CONNECTIONS SHALL BE PROVIDED
o _ TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. U
` ° R601.2 REQUIREMENTS. �
81 MIR"
;: �.:¢. r w •. WALL CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS IMPOSED IN ACCORDANCE WITH
SECTION R301 AND OF TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. PROJECT NUMBER:
' `°• . • �� . ' �•• . (SEE NOTE 1. AT RIGHT) �' ' •� • •
• 2018-14
' R602.6 DRILLING AND NOTCHING OF STUDS.
DATE:
GARAGE SHEAR WALL FLOOR-TO-SILL CONNECTION SILL PLATE TO FOUNDATION CORNER 1-IOLDDOWN-15T FLOOR SILL PLATE TO FOUNDATION DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 12-24-18
SIMPSON STRONG.-TIE ITEM: LTP4, SIMPSON STRONG-TIE ITEM: 0520, SIMPSON STRONG-TIE ITEM: LBPS, SIMPSON STRONG-TIE ITEM: HDQ8, SIMP50N STRONG-TIE ITEM: LBPS DRAWN BY:
C520, HD08 LTP4, LBP5 SSP PHD6
(SEE FOUNDATION PLAN A-2 FOR INSTALL 5/8" DIA. BOLT @ 23" O.G. 1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION SHALL BE PERMITTED TO BE CUT OR TMM
(2) LTP4 PER STUD FASTEN WITH (1) LTP4 PER STUD FASTEN WITH PROVIDE (1) SSP PER STUD LOCATIONS) WITHIN 12" FROM END PLATE NOTCHED TO A DEPTH NOT EXCEEDING 25% OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS SHALL BE SCALE:
(12) 8D NAILS (12) 8D NAILS PROVIDE (2) SSP FOR DOUBLE (MIN. 2 PER PLATE) PERMITTED TO BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE STUD WIDTH. AS SHOWN
(3) C520 PER 51-UD (1) C520 PER STUD LAPPED STUD W/ 3" SQUARE x 5/16" WASHERS
(2) LTP4 PER FASTEN WITH (12) UNDER SILL PPLATE FASTENED AND END NUT. 2. DRILLING. ANY STUD SHALL BE PERMITTED TO BE BORED OR DRILL PROVIDED THAT THE DIAMETER OF
8D NAILS PER TABLE 3.415 THE RESULTING HOLE 15 NOT MORE THAN 60% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NOT MORE
THAN 5/e' (16 MM) TO THE EDGE OF STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT � Nr
OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40% AND UP TO 60% • �"
SHALL BE DOUBLE WITH NOT MORE THAN TWO SUCCESSIVE DOUBLE STUD BORED. SEE FIGURE R602.6(1) AND ®�
R602.6(2).
INSTRUCTIONS FOR THE INSTALLER EXCEPTIONS: USE OF APPROVED STUD SHOE IS PERMITTED WHERE THEY ARE INSTALLED IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS.
A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON (WOOD CONSTRUCTION CATALOG - G-2015). INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH
MAY CAUSE THE CONNECTION TO FAIL. 16D FASTENERS ARE COMMON NAILS (8 GA x 3 1/2") AND CANNOT BE REPLACED WITH 16D SINKERS (9 GA x 3 1/4") UNLESS OTHERWISE SPECIFIED. R601.2 REQUIREMENTS,
B. BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1/32" AND NO MORE THAN A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER (PER THE lgg7 NDS, SECTION 8.1.2.1.).
ROOF AND CEILING CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS IMPOSED IN
C. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. ACCORDANCE WITH SECTION R301 AND TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING DRAWING TITLE:
STRUCTURAL ELEMENTS.
D. USE PROPER SAFETY EQUIPMENT.
E. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES; FOLLOW PROPER WELDING PROCEDURES AND SAFETY PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE WITH A.W.5. STANDARDS. STRAPPING
DETAILS
F. PNEUMATIC OR POWDER-ACTUATED FASTENERS MAY DEFLECT AND INJURE THE OPERATOR OR OTHERS. NAIL TOOLS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS
ARE PROPERLY INSTALLED IN THE NAIL HOLES. TOOLS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD BE USED. FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT.
G. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE HEADER SHALL NOT EXCEED 1/8" PER ASTM TEST STANDARDS.
H. FOR HOLDOWNS, ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS 1/3 TO 1/2 TURN WITH A WRENCH, WITH CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN TO NOT
OVER-TORQUE THE NUT.
1. ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED AS PER ASTM SPECIFICATIONS TO RESIST CORROSION FROM
PRESSURE TREATED LUMBER. DRAWING NUMBER: