HomeMy WebLinkAbout40711-Z le, Town of Southold 10/27/2016
® P.O.Box 1179
o 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38621 Date: 10/26/2016
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 2800 Bridge Ln, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 85.-2-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/13/2016 pursuant to which Building Permit No. 40711 dated 5/23/2016
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"as built" solar pool heating system with support structure as applied for.
The certificate is issued to Mcguire,Francis&Kim,Richard
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Autho ' d Signatu
� guFFnt��oTOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 40711 Date: 5/23/2016
Permission is hereby granted to:
Mcguire, Francis
PO BOX 552
Cutchogue, NY 11935
To: Leglize "As Built" Freestanding Solar Panels
At premises located at:
2800 Bridge Ln, Cutchogue
SCTM # 473889
Sec/Block/Lot# 85.-2-3
Pursuant to application dated 5/13/2016 and approved by the Building Inspector.
To expire on 11/22/2017.
Fees:
AS BUILT -ACCESSORY $100.00
CO -ACCESSORY BUILDING $50.00
Total: $150.00
Buil ' 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.New Construction: Old or Pre-existing Building: (check one)
Location of Property: k2 ib6t5- 144 o(j� 4, /e/y
House No. Street Hamlet
Owner or Owners of Property: 1Z16A&1J /// AL�G�//�'�
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
App icant Signat
1 ( OF$O�jy�lo
a
oourm,��'
TOWN OF SOUTHOLD BUILDING- DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] IN ULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOL ION [ ] CAULKING
REMARKS:
c
DATE 0-71,o-71169 INSPECTOR
2 Wmdemere Ct., P.O. Box 169
Speonk, New York 11972
LKk) Keri aze1� Amhitecture P: 631-874-2925 F: 631-874-7377
keri@kerdcazel.com
September 13, 2016
To: Town of Southold
Re: 2800 Bridge Lane, Cutchogue, NY
To Whom it may Concern:
Please accept this letter as a Certification that, to the best of our knowledge,
the following items located at the above mentioned property were constructed
in accordance with the New York State Building Code and the Residential
Construction Code of NYS.
1. Addition to Main Dwelling
2. Pool House " F
3. Garage
4. Solar StructureM=t
fir.•-s., ^781.`
5. Two-Story Storage Building ``
Please feel free to call this office?if you need=any additional information at this
10,
time. .'J ti
Sincerely,
c i RECl '1
Keri Kazel, Architect
s; j!
I �•'�` •.'974 3
NE
SEP 13 2016 www.kazelarchitects.com
TOWN OF SOUTHOLD
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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
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
" Storm-Water Assessment Form
?
Y2- 116 Contact: f �1i� ��G(wtgg
Approved ,20 Mai to: fC
Disapproved a/c r S�2— ` ` a�--
Phone: 7-3 ^ 1 y7
Expiration ,20
D [E(g[E0'VR
B D
nspect
MAY I3 2��� , ICATION FOR BUILDING IT
Date f 3 , 20 1 6
BUILDING Dom• INSTRUCTIONS
TOWN OF SOUTHOLD
a. This application MUST be completely filled in by,typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit'to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the'Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable,laws, ordinances,building code, housing code,"and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant o ame, if a corporation)
(Mailing address of applicant)
1
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Own e`-0-
Name of owner of premises P KIS 1��' 1% �� (/`�► G � �
(As otf the tax roll or latest deed)
If applicant is a corporation, 'gnature of duly authorized officer
(Name and title of co orate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on y�h�,�i p� ose� ill be done: C U-��... 06 UE:
211 ao� DC7✓1 /�G
House Number Street Hamlet
County Tax Map No. .1000 Section �� Block ` Lot
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
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition Alt erat'on
Repair Removal Demolition Other Work So(-Ar2 OLL=/3'q/L t
(Description)
4. Estimated Cost Fee
(To be paid on filing this ap lication)
5. If dwelling, number of dwelling units N f�- Number of dwelling units on each floor /'U/f4
If garage, number of cars N CA
J V�Td
_ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 112- Rear _/z Depth
Height Number of Stories {
Dimensions of same structure with alterations or additions: Front 1
Depth Height Number of Stories
.._., AIM, p` i
8. Dimensions of entire new construction: Front, Rear De t,
Height Number of Stories
/I
i
9. Size of lot: Front l Rear D, `7 � Depth
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 f 11 beremoved from premises? YES NO V/
14. Names of Owner of premises 6 G baAddress 6 u Phone No. ��7
Name of Architectawl Address O ,f3 one No ;?:7LI
Name of Contractor ° a'tiS LL Address G �� �C Phone No. I
• r
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 MAYBE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO f
* 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 V
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY O U•'
fm �L1�n
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual�signing contract) above named,
(S)He is the
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to befor me this aDi� KIM FUENT
aY ., Cgfitz nri i `+ ~
No.4911709
l�uwlal:i�� In �f��Cru
Notary u lic Signatur of Applicant
GENERAL NOTES: CONCRETE WORK: CARPENTRY AND LUMBER
TES:
1.CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS 1.ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE(14md.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) 1.ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE wrrH THE 2001 HIGH WIND EDITION OF THE WOOD FRAME 8301.2.2.2.1 WEIGHTS OF MATERIALS DRAWING LIST
TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF WORK.REPORT,IN WRITING,TO THE ARCHITECT AND AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSL CONCRETE SLABS ON GRADE W.W.F. ONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS.LUMBER IS BE FURNISHED AND INSTALLED COMPLETE
MAXIMUM
TO BE REINFORCED WITH ADDLES REQUIRED TO COMPLETE THE JOB.ALL ASSEMBLIES SHEET# CONTENTS
ENGINEER ANY AND ALL CONDITIONS WHICH MAY IV'fERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER WITH ALL FASTENERS,ANCHORS,BLOCKING,BRIDGING,661010. HANGERS,ECT
DEAD LOAD
EXECUTION AND COMPLETION OF THE WORK. 2.ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615-60. REINFORCEMENT STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. Al COVER SHEET
2.ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE RCONYS,OSTIA,AND TIHi MESH SHALL CONFORM TO ASTM A185 AND Affi. JOIST ACCORDDAANGCESWITH THEL 199NH IGH WIND EDITION 0 RTHE WOOD FRAME 0OONNSIRUCTI1 ION MWANNUUAL WHERE FMUST ALSO ASTENERS ARE ROOF/CEILING 15 PSF A2 SOLAR POOL HEATER STRUCTURE PLANS
LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. 3.DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE NOT SPECIFICALLY INDICTATED OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQUATE NUMBER AND SIZE AND SHALL FLOOR 10 PSF A3 CONNECTION DETAILS
3.ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN,ON THE LATEST ACI BUILDING CODE,ACI 318 AND ACI 315. COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSTRUCTION DOCUMENTS.
EXTERIOR WALL 15 PSF
DRAWINGS.THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE 4.FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. 2.ALL STRUCTURAL FRAMING LUMBAR SHALL BE 92 OR BITTER HEM FIR,FB=8850 PSI AND E=1,300,000 PSI UNLESS OTHERWISE
MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHOWN ON INTERIOR WALL 10 PSF
SPECIFICALLY REQUIRED BY THE CODE. 5.ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE.ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF ACCOMPANYING STRUCTURAL CALCULATIONS.ALL HEADERS SHALL BE HEM FIR,FB=850 PSI UNLESS OTHERWISE SHOWN ON
4.DO NOT SCALE THIN DRAWINGS.ANY DISCREPANCIES SHALL BE REPORTED,IN WRITING,TO THE ARCHITECT FOR 36"BELOW FINISHED GRADE DETAILS,
CLARIFICATION. 6.A 6 MI,THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE. 3.ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR COX GRADE WITH EXTERIOR GLUE SHALL MEET THE THESE PLANS HAVE BEEN DESIGNED FOR COMPLIANCE WITH THE:
5. REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-I AND SHALL BE IDENTIFIED WITH THE • RESIDENTIAL CODE OF NEW YORK STATE 2010 AND THE 2001 EDITION SYMBOL LEGEND
A GENERAL CONTRACTOR NDIOROTHEROPENINGEFORECOORDIAR AND RAEDANDSY OF TBEFO EPOURICTION GC OCRETE.RK OF ALL TRADES. MASONRY: APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION.ALL ROOF PLYWOOD TO BE 5/8"THICKAND . WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS
ALL SLOTS,SLEI:VES,ANDIOROTHEROPENINGSTOBECOORDINATEDANDSETBEFOREPOURINGCONCRETE ALLWALLPLYWOODTOBEI/Z"THICK. . MIN.DESIGN LOADS FOR BUILDINGS&OTHER STRUCTURES-ASCE 7-05
1.ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, • FLOOD DESIGN PER ASCE 24-05 _
6. CONTRACTOR SHALL PROVIDE ALL THIN NECESSARY SUPPORT,BRACING,SHORING,ETC..(TEMTORARY AND/OR LOAD-BEARING CONCRETE BLOCK,GRADE N.ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4.WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE -_ -_
PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. 1000 PSL MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FOR UNIT MASONRY ASTM C-270 AND SHALL BE PRESSURE TREATEDTO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS Cl AND C2I�I-I��-III-I EARTH
7.ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENIILA'TION TO BE VENTED AS PER SECTION M1506 OF THE TYPE S MORTAR ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. FOR WATER-BOURNE PRESERVATIVE TREATMENT.
RCONYS:PROVIDE A SWITCH-CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CFM WTERIuIlTTENT OR 20 CFM 2.COMMON FIREWALLS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE :
CONTINUOUS. TABLE R301.2(1) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA POURED CONCRETE
:.:5�PILI" .I•: .' "�
FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS. 5. WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED,STRUCf[JRAL ~-��x:•_"'�?:�c-== -
S.REFER TO STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE NOTES CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST BE +'
AND SPECIFICATIONS 3.CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON-CORROSIVE TRUSS-TYPE METAL APPROVED BY THE SUBMITTED FOR REVIEW.
ARCHITECT.HORIZONTAL,CONTINUOUS TRUSS RENFORCEMENTSHALLBEPROVIDED AND INSTALLED ATEVERY SECOND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD EXISTING STUD WALL
GROUND
COURSE.VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16".WAILS SHOULD BE BRACED DURING CONSTRUCTION FLOOD
9.MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING,DIMENSIONS,HEIGAT, �.IL,.T.HIEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. 6.PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @8'-0"O.C.MAXIMUM SPACING.SECURE BOTTOM OF SNOW LOAD DESIGN DESIGN UNDERLAYMENT TO REMAIN
ALIGNMENT ETC-MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK THAT MAY BE CONCEALED BRIDGING AFTER SUBFLOORHAS BEEN NAILED. SPEED(MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMP. REQUIREMENT HAZARDS
IN WALLS OR CEILING BRIG REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS.
4.ALL CONCRETE MASONRY UNIT WAILS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. EXISTING STUD WALL
10.PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PIR SECTION R4083 OF THE RCONYS.WHERE 7.ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. -----------
MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACIs,PROVIDE ACCESS AS PER SECTION M1305.1.4 OF THE RCONYS. 5.ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI 20 PSF B SEVERE 36" M-H SM 11" YES x TO B E REMOVED
BUILDING CODE REQUIREMENTS.BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR TOOLED JOINTS AS S.ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHIAIL BE COVERED WITH IJr THICK GYPSUM WALL BOARD.
VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2 OF THE RCONYS:THE MINIMUM NET AREA OF VENTILATION " " NEW?JC 4 O R 2x 6
OPENINGS SHALLNOT BE LESS THAN 1 SF.FOR EACH 150 SF.OF UNDERFLOOR SPACE AREA.ONE SUCH VENTILATING OPENING DIRECTED BY ARCHITECT. 518 THICK GYPSUM WALL BOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGIT.5/8 THICK MOISTURE
HALL
SHALL BE WITHIN 36"OF EACH CORNER OF THE BUILDING. RESISTENf GYPSUM WAIL BOARD SBE USED ON ALL BATHROOM WALLS AND CEILINGS.WONDER BOARD SHALL BE USED
STUD WALL @ 16" O.C.
6.FIRE BRICK MORTAR,FLUE L1NING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHI;D ON WAILS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WELL BE USED IN BATHROOMS.
00
R NYS:ATTIC ACCESS OPENINGS SHALL NOT BE LESS THAN AND INSTALLED IN STRICTS ACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. 2X JOISTS
11.PROVIDE ATTIC ACCESS AS PER SECTION OF TETE 9.ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE @16"O.C.WITH LIT PLYWOOD COVERED WITH @ 16"O.C- JOISTS ABOVE
22"X 30"AND SHALL BE LOCATED IN A HALLWWAYAY OR L ER READILY ACCESSIBLE LOCATION.A 30"MINIMUM 7 H AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL.ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING
UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED @ SOME POINT ABOVE THE ACCESS OPENING.
WHERE MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS PER SECTION M1305.13 OF THE RCONYS. SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. WOOD TRUSSES OR JOISTS TO BE CONSTRUCTED SO THAT A STUD IS LOCAT®AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST.
12.REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL SUBCONTRACTORS L.
10.WOOD STUD WALLS OR PARTITIONSEXC®ING10'INHEIGHTSHALLHAVESTUDSBRIDGEDORADEQUATELYBRAC® TABLE 8301.5 MIN.UNIFORMLY DISTRIBUTED LIVE LOADS(PSF) SECTION / DETAIL
STRUCTURAL STEEL-
AT INTERVALS NOT EXCEEDING 8'VERTICALLY IN AN APPROVED MANOR. USE LIVE LOAD
AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. 1.ALL STRUCTURAL STEEL.SHALL BE NEW AND CONFORM WITH ASTM A36. S-1 BUILDING SECTION
11.PROVIDE FIRESI'OPPING AT ALL WALLS,PARTITIONS,FIRIPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PIER ATTICS WITH LIMITED STORAGE 20 A5
13.ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THIN NATIONAL CODE AND NEW YORK STATE 2.TILE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST SECTIONS 8602.8 AND R1001.16 OF THE RCONYS. TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
BOARD OF FIRE UNDERWRITERS.THIN FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO EDITION OF THE ALSC SPECIFICATION. ATTICS WITHOUT STORAGE 10
FINAL PAYMENT ALLOWABLE
3.SHOP AND FIELD CONNECTIONS SHALLBE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SERIES ELECTRODES AND 12.INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BEFIBERGLASS BATTS EQUAL TOTIRADETERM R-15.INSULATION IN STRUCTURAL MEMBER DEFLECTION DECKS-POSITIVELY ANCHORED 40 - WINDOW
14.ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW(UNLESS NOTED OTHERWISE. A307 BOLTS WITH LOCK WASHERS, ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30 INSULATION AT LIVING SPACE ABOVE GARAGE TO
BER-30.COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE ALL INSULATION
15.REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK.SITET'OBEKEPT IN BROOM CLEAN COMMON 4.PAINT ALL STEEL ONE SHOP COAT OF RUST INHIIBMVEPAINT AND FIELD TOUCHUP E XCEPTFORARMTOBEWELDED. TO HAVE AVAPOR BARRIERMACE EXPOSED TOHEATED SPACE. RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH U180EXTERIOR BALCONIES 60 -------------
THROUGHOUT ALL PHASES OF WORK. COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY THE ARCHI1ECr.
13.ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS 8311.5 OF THE RCONYS:THE MARQMUM RISER HEIGHT SHALL NO FINISHED CEILING ATTACHED TO RAFTERS FIRE ESCAPES 40 ------------- ELEMENTS ABOVE
16.THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN BE 8 1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9INCHES,UNLESS OTHERWISE NOTED ON PIANS. STAIRWAYS SHALL INTERIOR WALLS AND PARTITIONS H/180 GUARDRAILS&HANDRAILS 200
17.PROVIDE OWNER WITH ALL NECESSARY CERTIETCATFS OF INSURANCE. WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE. NOT BE LESS THEN 36"IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HELGM AND BELOW THE REQUIRED -- '- GIRDER/ HEADER ABOVE
HEADROOMHEGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 45'ON EITHER SIDE OF THE STAIRWAY AND THEMINAMUM FLOORS AND PLASTERED CEILINGS 0360 GUARDRAILS IN-FILL COMPONENTS 50
6.ALL WAI L-BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAB,HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE
18.GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINAL ON DRAWINGS. LESS THAN 315"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 2T WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. ALL OTHER STRUCTURAL MEMBERS U240 PASSANGER VEHICLE GARAGES 50 ® POST DOWN
ACCEPTANCE BY OWNER
19.THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH ME MINIM[UM[STANDARDS OF THE NEW YORK STATE ENERGY MOISTURE PROTECTION: EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 ROOMS OTHER THAN SLEEPING ROOMS 40
CONSERVATION CODE AND THE RCONYS,REFERANCED STANDARD WFCM 2001 1.FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN Ir OF GRADE WITH 14.ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONSEXTERIOR WALLS OF -WIND LOADS WITH BRITTLE FINISHES 0240 SD INTERCONNECTED SMOKE COMBINATION
SLEEPING ROOMS 30 �.•.% SMOKE AND CARBONMONOXIDE
20.ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. MANUFACTURERS,AND IN CONFORMANCE WITH THIN RCONYS,INCLUDING THE FOLLOWING: CO
BE THE RESPONSIBILITY OFTHE GENERAL CONIRACfOR EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES 0120 STAIRS 40 DETECTORS AS PER 8313 OF RCONYS
2.ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BE A RUBBERIZED ASPHALT INTEGRALLY BONDED TO A FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN TH EI R PROPER PLACE.BRACE;PLUMB,AND LEVEL ALL MEMBERS
POLYETHYLENE SHEET BTTU TfIITNE AS MANUFACTURED BY WR GRACE COMPANY OR APPROVED EQUAL INSTALLATION TO AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY
O THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN .
COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS.EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
OR CONSTRUCTION OF THE WORK DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK. B.PROVIDE SOLID SURFACES AT ALL CORNERS LEAST 11/4"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFLO TWO
MAINTAINING JOB SITE SAFETY DURING THIS PHASE
22.THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE DESIGNED BY THE APPROPRIATE SUBCONTRACTORS,AND DRYWALL,ETC...FORM SURFACES WITH FRAMINGG MENBELS OR WITH 2'WOOD BLOCKING SECURED WITH AT LEASTT TTWO
SHALL COMPLY WITH CHAPTER G OF THE RCONYS. 3.TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 8324 OF THE RCONYS. SO NAILS AT EACH END. OF WORK&SHALL COMPLY WITH ALL APPLICABLE
FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING
23.THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE 4.FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVE.STOPS C.PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND AT ALL VENT AND MECHANICAL BUT NOT LIMITED TO BUILDING CODES,OSHA
ARCHITECT AND CANNOT BE USED FOR ANY OTHER MEANS INCLUDING ALL INIERSECrIONS OF ROOVES WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS
OTHER.ROOF PENETRATIONS.MATERIALS FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL MATERIAL REMOVAL&DISPOSAL.
24.ALL HABITABLE AREAS SHAM BE VENTED AS PER SECTION R303.1 OF THE RCONYS:AGGREGATE GLAZING SNAIL NOT BE FLASHILNG AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED.BLIND FLASH D.TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METALSTIRRUPS OR HANGERS AND
LESS THAN 8%OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPENABLE AREA TO THE OUTDOORS SHALL BE 4%OF WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF JUNCTURES.COORDINATE INSTALLATION OF ALL FLASHING WITH SPIRED SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER
THE CONTRACTOR SHALL INDEMNIFY&HOLD
CARPENTRY,MASONRY,AND ROOFING TRADES. HARMLESS THE OWNER,THE ARCHITECT,AND
THE FLOOR AREA BIIrIG VENTILATED. E.ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING ME4IBERS IN STRICT ACCORDANCE WITH THE
25.ASSUME A SOMEARING CAPACITY OF 1 TON AS PER TABLE R401A.I OF THE RCONYS.ANY UNSTABLE SOWSUBSURFACE 5.SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS,DOUBLL•INSULATED,SELF-FLASHING WITH INTEGRAL CURBS.UNITS RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: / i THEIR AGENTS&EMPLOYEES FROM AND AGAINST
CONDITIONS WHICH MY AFFECT TILE STABILITY OF THE STRUCTURE SHALL BE REPORTEDTO THIS ARCHITECTPRIOR TO THE TO BE ALIGNED WITH SLOPING ROOF TRUSSES. y � .-�j ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES
CONTINUATION OFWORK 1.PLATESTUDS ANDOT BL BLOCKING
MATOBLED STUD ORWIDSANDTRIPLEDATCORNERS. QP� ��/ /' 3 �� 2 ARISING OUT OF OR RESULTING FROM ANY OF THE
6.CAULK AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE 2 PLATES AND BLOCHQNG SAME WIDTH AS MATO OR WIDER GQ� �'Pj� ` `` ITEMS LISTED ABOVE.
26.FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF R902,1 OF THE RCONYS. BARRIER AGAINST PASSAGE OF MOISTURE AND AER AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR 3.FRAMING TO SUIT WORK OF OTHER TRADES.
4.PROVIDE TWO 2X4 STUDS AT THE[IND OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. ;:;roe
A I d ' . .. ;' ..x';� THE CONTRACTOR SHALL VERIFY ALL FIELD
27.SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINE MUM MUM MENTS OF SECTION R313 OF THHE RCONYS: SMOKE 5.PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOIST'S,RAFTERS,AND GIRDERS,ETC_ 'ALARMS SHALL BEINSTALLTDINEACHSLEEPINGROOKOUTSIDEOFEACHSEPARATESLEEPINGAREAINTHEIMMEDIATE 5� 2�/ fCONDITIONS AND NOTIFY THE ARCHITECT OF ANY
FINISHES: \ r n +` /`ir' L�VICINITYOETHE BEDROOMS,ONIiACHADDTITONAL STORY OF THEDWELL IlNG,INCLUDING B ,BUTNOT F.SUBFI GORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS.NAIL WITH 6D COMMON NAILS @6 O.C. \S\' r CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE
INCLUDING CRAWL SPACE AND UNINHABITABLE ATTICS. 1.SAMPIESOFAILFINISHPESMOLDINGS,IHARDWARE,ETC_ARETOBESUBMIIIEDTOOWNERIARCHHTECTFORAPPROVAL ALONGSUPPRTEDEDGESAND10"O.C.ATINTERMEDIATESUPPORTS.BREAKJOINTSINADJACENTCOURSFS.LOCATE FIND �G °: �� � "fi �!' RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D.
PRIOR TO INSTALLATION. JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHITLY BELOW SURFACE.UNDERIAYMENT,WHERE REQUIRED, � .t_tr`!� _{/ _ r,\•�. -r rwe-rtr
28.BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R323 OF SHALL BE SIMILARLY INSTALLED. ELI!,
: . PJT r.-
THEERCONYS. �P THE ARCHITECT SHALL BE HELD HARMLESS BY ANY
2 DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS.JOINTS SHALL BE TAPED T
G.ROOF SHEATHIlNGSILALLBELAID WITH FACE GRAIN ATRIGHT ANGLES TOSUI'PORTS.LOCATEENDJOINTSOVER ;, �',', Y!�r\;; �r�ct�+-: --�� �. AGENCY FOR ANY"ERRORS&OMISSIONS"ON
29,THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FORTHE E PROPER COMPLETION OF TIE WORK ANY AND SPACKLED(3 COATS)READY TO PAINT.ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS SUPPORTS AND STAGGER JOINTS.PROVIDE METAL H-CLIP AT JOINTS AT SIDES OF PANES WHEN SPACING OF THE SUPPORTS � " [ ' '' THESE DOCUMENTS.
SPACKLED SMOOTH. I. :: Ti PJ T`-,"'' EI`C!?' ;EES
OMISSION IN THE DESCRIPTION TIDES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN IS 24"O.C. r
AGN THE CONTRACTOR IS SOLEY RESPONSIBLE FOR
y 1 ` r t;}," f'Ltt".i lJ^z "METHODS&MEANS"OF CONSTRUCTION. THE
ACCORDANCE WITH ACCIP'EED PRACTICE. 3.COVERALL WALLS AND ALL CEILINGS WITH l/Z'GYPSUM BOARD.BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED)
K FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER 16'O.C.AND FASTENED SECURELY T'0 SUPPRTING SURFACE.
30.THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK THAT DOES NOT CONFORM TO THE DRAWINGS. AND CEILINGS SHALL RECEIVE MR GYI'S[IM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL QO '
THS CONTRACTOR SHALL CORRECT ALL WORK REJECTED ATE ADDITIONAL COST. HAVE WONDER BOARD INSTALLED. 15.ALL FLOORIO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 3/4"UNDBRLAYMENT BOARD OR OTHER K
�0 'a i AT i('j N ARCHITECT IS NOT RESPONSIBLE FOR FIELD
APPROVED EQUAL OVER SUBFLOOR FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF 4. jl r L - C� 1 T rRi 1 C T':;;`J M LIST SUPERVISION.
31.THE CONTRACTOR IS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FINAL,REVISED PUNCH LIST AT THE 4.PROVIDE 5B'TYPE X GYPSUM BOARD IN GARAGE ON CEI ENG AND WALLS TO MAINTAIN ONE-HOUR FIRE RATING.
C�11�PLE;'; =Uri C.O.
PROVIDE SAME ON MECHANICAL ROOM WAILS AND CEILING AND ON ALL SHAFT WALLS. 314"PLYWOOD SUBFI OOR
CLOSEOUT OF THE CONSTRUCTION. All !;ONSTtRw�C�T01V S-ir'LL MEF THE
16.ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A TARPAULIN I R :�iJ',`� %,E PJT S 0 E l�f E CO, -�OF NEW
32.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR PLUMBING' OR HEAVY GAUGE PLASTIC.ALL WOOD MATERIAL SHALL BE STOCKFILM ON WOOD DUNNAGE INA RELATIVELY FIAT, r c r r
OR SUBCONTRACTORS NOR SHALL HEISH1E GUARANTEE THE PERFORMANCE OF TIER CONTRACTS. DRY AREA.THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. YO R IC STAT E. NOT( RES �i d S�E LE FOR
1.PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC.-FOR COMPLETE D LS I G�1 U R CC 41 t 'vT IO1V ERROR S. RE D A ,
t �� NN
33.IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS HE SNAIL NOTIFI'THEE
INSTALLATION.
ARCHITECT PRIOR TO CONTINUATION OF THE WORK 2.INSTALL OWNERSELECIED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. /
34.BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHML HAVE AT LEAST ONE OPENABLE EMERGENCY 3.INSULATE ALL WATER PIPING. \00
ESCAPE&RESCUE OPENING AS PER SEMON R310 OFTHE RCONYS:EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE A ` o��'. : _ '. _' S OF
SILL HEIGHT OF NOT MORE THAN 44"ABOVE THE FLOOR AND SNAIL HAVE A MINIMUM NET CLEAN OPENING OF 53 SQUARE �} � t � ';
.tea Ivl << •C�%3c_S N -
4.ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25 OF THE RCONYS. �
5.PROVIDE ALL NECESSARY HANGERS,MANSION JOINTS,STRAPS,ETC-TO PROVIDE COMPLETE INSTALLATION. ' �` 29743-1
35.PROVIDE SAFETY GLAZING AS PER SECTION 8308 OF THE RCONYS FOR ALL HAZARDOUS AREAS DEMO UNDER SECTION ...���
R308.4 OF THE RCONYS:ALL GLASS LESS THAN 18"ABOVE THE FLOOR SHALL BE TEMPERED. 6.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE ------------ --
36.INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL SYSTEMS SHALL COMPLY WITH CHAPTER 13 OF THE NEW YORK STATE DEPARTMENT OF HEALTH.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. ... .. -.-.,
RCONYS. HEATING AND COOLING: -,:.�:' -;
37.FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL) 1.PROVIDE FORCED HOT WATER BASEBOARD HEEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR �+ `------ -
AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF SPACE AS PER 0 - _
SECTION R602.8 OF THE RCONYS.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 83112 OF THE RCONYS. 2.ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS.. X60- Legalizations of Existing Structures:
CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION R1001.12 OF THE RCONYS. �I p sy 0 R
3.COORDINATE WITH OWNER THEE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS. 0� E"�•'n 4 �`'"`��� �'I "J`"� � I _ Kim & McGuire Residence
38.GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION 8309 OF'TIHE RCONYS:OPENINGS BETWEEN THE GARAGE AND P R 0 P 0 S E D
RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIII&RATED DOOR ASSEMBLY EQUIPPED WITH A SELF-(LASING DEVICE 4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. ° °`-'F� �' �' I�P g.-
DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM THE GARAGE 43'-O"X 14 -O'A'R P I �Lf , #2800 Bridge Lane
SHALL BE CONSTRUCTED OF A MINIMUM NUMBER 26 GAGE SHEET SHEET.AND SHALL HAVE NO OPENINGS INTO THE GARAGE ELECTRICAL: � �'�� SOLAR POOL `"'' � -�'��j� C E r�'1 F 1 C P �E Cutchogue New York
WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING OR ITS ATTIC,THE V` E )
PARTITION ASSEMBLY SHALL HAVE A 3/4 HOUR ITISRESISTANCE RATING.WHERE HORIZONTAL CONSTRUCTION IS USED TO 1.ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 33 OF THE RCONYS AND WITH THE NYS ENERGY CODE. EXISTING N G Z STORY HEATING
SEPARATE[IEE GARAGE FROM THE RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER REGULATIONS 1030.1 AND 10302 AND WITH THE NEW YORK STATE ENERGY CODE. STORAGE SHED W/ `�' STRUCTURE V' OCCUPANCY
OF 518"THICK TYPE'X"GYPSUM BOARD INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 805.1 OF THE AND
LOCAL STANDARDS.
ROOF OVERHANG S.C.T.M.: 1000 - 85 - 02 -03
RCONYS.OPENINGS IN HORIZONTAL SEPARATIONS SHALL.NOT BE PERNIlIIED EXCEPT WHERE THE RESIDENCE IS OTHERWISE 2 POWER AND AENG DISTRIBUTION SYSTIIMS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE UNDERWRITERS,
PROTECTED BY VERTICAL SEPARATIONS. AND ALL STATE AND
39.NON-HABITABLE SPACES SHALL COMPLY WITH SECTION R303 OF THE RCONYS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. EXISTING GARAGE Issued: For approval
r ,
40.PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS. j� !` '
4.THIECONTRACTOR SHALL BERESPONSIBLE I'ORINSPECTION AND APPROVAL OF WIRING,INSTALLATION OFFIXTURESAND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORSE � I f
Cover Sheet
41.ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE. to.
/ Cn ',.'•
SITE WORK: 5.CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER, E X T'G DRIVEWAY
1.CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. EXT'G BARN -EXISTING POOL HOUSE Keri Kazel, Architecture
2 LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TRIPS DESIGNATED TO REMAIN SHALL BE SAVED.RETAINED TREES 6.PROVIDE ALL OUTLETS,SWITCHES,DIMMERS,ROUGHING,WIRE,JUNCTION BOXES,EIC-TO PROVIDE COMPLETE
SHALL BE PROTECTED BY A 49"HIGH BARRIER SET H2"AWAY FROM THE TREE TRUNK FOR EACH I"OF TREE DIAMIETER, INSTALLAT1ON' 2 Windemere Court
SUBJECT TO FIELD ADJUSTMENT.STORAGE OF aNMUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED.THERE 7.ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL 13E RUN IN CONDUIT. P.O. Box 169
EXT'G 1 ) 2 STORY HOUSE
SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. / ��
S.OUTLET AND SWITCH LOCATIONS SNAIL COMPLY WITH ACCEPTED PRACTICE,OUTLETS 12'AFF AND SWITCHES 42'AFF. Speonk,NY 11972
3.EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS DHOWN ON DRAWINGS.ENCOUNTERED SOIL TO BE UNDISTURBES,VIRGIN � Phone: 631-874-2925
SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT: 9,LABS,PANEL BOARD OF ALL CIRCUITS.
Fax: 631-874-7377 �
4.STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN ON DRAWINGS OR 10.COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC TO AVOID CONFLICT. p PLOT PLAN keri@kazelarchitects.com
WHERE ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHITANGES IN FOOTING ELEVATIONS.
5.CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME USING
11.COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDED 80p, Date: April 1, 2016
IN THE CONSTRUCTION DOCUMENTS. SCALE: 1"= 100'-0" p
PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVIOID DAMAGE TO THE WALLS AND MEMBRANE
WATERPROOFING.ADEQUATELY BRACE WALLS PRIOR TO HAMILL. Al
Scale: As noted
6.REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB.INTERIOR SLABS ON Project NO.
GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ONSITE MATERIAL.
NOTES:
SOLAR POOL
HEATING SYSTEM
BY"HELIOCOL"
12
3
\Z
__ — = 11 I I �� I-1 I I-1 I I-1 I 14Y=a 11 11=1 1 11 I I ��F� _ ! I I I=1 rffiii LI SYMBOL LEGEND
I-- — I IEI =—ITr= 1-111:
_E_:1 I Fd 11=1 11=1 I I 1=1 I I-1 11=1 I-1 I 11=1 EARTH
I-11 �EE I Fd I F�d I I F9 11-111: =-I 11=1 I Fd 11=1 11=1 I ==I 11=1 I F1 I I El 11=1 I I I F�I I I I
r= III 4llv
F1 K
1=1 1=1 I F I I-I I I-
- I 1=1 I I�Ed 111=11I=111=111=111=1- I I POURED CONCRETE
OR 8" CMU BLOCK
1=1 I =1 I El I Ed I I 1A I I: I I
I FE I I I I Fd I EE1 I I= F1 11-111— Ill.= I I I= i - - — - - II -- -
=111= EiII [E11=1 1=1 I
-'I 11=111=111 E.t
I F1 I 1:111-111-111-111-1EXISTING STUD WALL
=11 :11 1=1 I IA I F
TO REMAIN
1A I- 1=1 I F —IllIII—I 11—
EXISTING STUD WALL
-11 IA I IEI I [A I 1E 11-1 - TO BE REMOVED
PROPOSED FRONT ELEVATION PROPOSED LEFT SIDE ELEVATION
SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-13" NEW 2x4 OR 2x6
STUD WALL @ 16" O.C.
2xJOISTS
@ 16"O.0. JOISTS ABOVE
SECTION / DETAIL
�5 BUILDING SECTION
TYPICAL ROOFING
'"PLYWOOD SHEATHING -1F===A WINDOW
15LB BUILDING PAPER
ASPHALT ROLL ROOFING
- -- - - ELEMENTS ABOVE
2x 8 P.T.JOISTS @ 116"O.C.
2x4 P.T.KNEE BRACES 01101 GIRDER/ HEADER ABOVE
lx 8 P.T.FASCIA BDS
3 pew, POST DOWN
3-2x 8 P.T.LOW WOOD GIRDER ANCHORED TO INTERCONNECTED COMBINATION
<-, SD
6x 6 WITH SIMPSON BC6 N( VCO SMOKE AND CARBONMONOXIDE
------- DETECTORS AS PER R313 OF RCONY
2'-0" 9 V%J%j I W,%r_.
2x 8 P.T.
MID-SPAN
BLOCKING
CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
Z-0
I I F1 6x 6 P.T.WOO! i POSTS
ANCHORED TO SONOTUBE MAINTAINING JOB SITE SAFETY DURING THIS PHASE
PIERS WITH SIMPSON ABA66Z OF WORK&SHALL COMPLY WITH ALL APPLICABLE
ST BASE. FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING
F1=11=11=1 n I IE
'lfz�t BUT NOT LIMITED TO BUILDING CODES,OSHA
-V I REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS
El I F1 I F
EIWI I F
F1 I EH A_�YFEI I I=111=11= l- MATERIAL REMOVAL&DISPOSAL.
=1 I F=__1 I FEI I 1=1 I Ed I FEd FI II I 1 I THE CONTRACTOR SHALL INDEMNIFY&HOLD
Ed F
1=111 E111 EI I 1 11 :111EHII = _li 111
HARMLESS THE OWNER,THE ARCHITECT,AND
12"DIA.SONOTUBE PIERS
I_=1 I I_=1 I I=I I I— I U I lEd I
E,111-111—III-111-111EEE� TO 36"BELOW GRADE THEIR AGENTS&EMPLOYEES FROM AND AGAINST
=111=111=111 -1 1 Ed I F1 I —=I 1= F] I �9 I F I Ed I F1 ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES
I ARISING OUT OF OR RESULTING FROM ANY OF THE
I Fil I F1 I IEI I I
PROPOSED REAR ELEVATION ITEMS LISTED ABOVE.
1=1 I E 11 IE] I I
SCALE: 1/4"= 1'-0" THE CONTRACTOR SHALL VERIFY ALL FIELD
CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
PROPOSED RIGHT SIDE ELEVATION CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE
RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ*D.
SCALE: 1/4"= V-13" THE ARCHITECT SHALL BE HELD HARMLESS BY ANY
AGENCY FOR ANY"ERRORS&OMISSIONS"ON
THESE DOCUMENTS.
THE CONTRACTOR 13 SOLEY RESPONSIBLE FOR
"METHODS&MEANS"OF CONSTRUCTION. THE
ARCHITECT IS NOT RESPONSIBLE FOR FIELD
SUPERVISION.
43'-0"
6' 6-0 V-10" V-13" 6'-0" V-10" V-1)" V-0" 3-2x 8 P.T.LOW WOOD
1,
GIRDER ANCHORED TO �zEl) AR
6x 6 WITH SIMPSON BC6 \C-POST CAP. SIMPSON H2.5A HURRICANE TIE
6x 6 P.T.WOOD POSTS @ EACH DECK JOIST TO GIRDER
ANCHORED TO SONOTUBE CONNECTION
PIERS WITH SIMPSON ABA66Z
POST BASE. J
———————————— —— —————— ———— — —— —— — — —— ———— — ——— —— - N.
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— —————— ———— 0297
NEW RAFTER JOISTS �OF
9I SEE PLAN FOR SIZES
0
LOW WOOD GDR
SEE PLAN FOR SIZES j I Ole,
Legalizations of Existing Structures:
ow "�
ZUjp: SIMPSON BC6 POST Kim & McGuire Residence
W
(9 0 Z 0 C� CAP @ EACH 6x 6 POST
9 9 -1 -1
0 Co < Cq Ict #2800 Bridge Lane
CO I-1 (L 0 - -
F_ 6x 6 P.T. POST
CO X � W Cutchogue, New York
0 (0
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STANDOFF POSTS BASE
X
- 85 - 02 -03
@ EACH 6x 6 POST
C14 S.C.T.M.: 1000
Issued: For approval
'"DIAMETER ANCHOR
9 9
BOLT EMBEDDED 7"MIN.
— L - - -- -------------- ---- Solar Pool Heating System
12"DIAMETER
— ——— — ——— —- -----— — — —— ——————— —————— — ——— — — —
SONOTUBE PIER Support Structure
TO 36" BELOW GRADE.
Keri Kazel, Architecture
2 Windemere Court
-0" V-13" 6'-0" 6'-0" 6'-0" s'-0" 6-0" 6j P.O. Box 169
6" 6'
- 11 , Speonk,NY 11972
;Ir 11 11 14
43'-0" ANCHORING DETAILS Phone: 631-874-2925
Fax: 631-874-7377
NTS keri@kazelarchitects.com
PROPOSED FOUNDATION PLAN Date: April 1, 2016
SCALE: 1/4"= 1'-0" Scale: As noted A2
Project No.
NOTES:
TABLE 3.413
TABLE 3.4 UPLIFT STRAP CONNECTION REQUIREMENTS
RAFTER/TRUSS FRAMING TO WALL CONNECTION REQUIREMENTS FOR WIND LOADS (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION)
EXPOSURE B (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4)
DEAD LOAD ASSUMPTIONS: ROOF/CEILING ASSEMBLY DL= 15 PSF DEAD LOAD ASSUMPTIONS: ROOF/ CEILING ASSEMBLY DL= 15 PSF TABLE 3.1 NAILING SCHEDULE
THREE SECOND GUST THREE SECOND GUST JOINT DESCRIPTION #OF COMMON NAILS NAIL SPACING REMARKS
s"
% WIND SPEED(MPH) 90 100 110 120 WIND SPEED(MPH) 90 100 10 120
% L S U- L S U''` L S L S FRAMING SPACING ROOF SPAN NUMER OF 8d COMMON NAILS OR 10d BOX NAILS ROOF FRAMING
RAFTER)TRUSS ROOF SPAN 1,Z3,a RAFTER TO TOP PLATE OE-NAILED 5 8d PER RAFTER AS PER TABLE 3.4A
SPACING(IN.) (FT.) REQUIRED CAPACITY OF CONNECTION(LBS) '� (IN.) (FI.) IN FACH END OF 1-1/4"x 20 GAGE STRAP CEILING JOIST TO TOP PLATE OE-NAILED 5 8d PER JOIST AS PER TABLE 3.4A
12 62 89 39R 93 109 48R 127 132 58R 165 157 70R 12 1 1 2 2 CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 5 16d EACH LAP AS PER TABLE 3.9A
CEILING JOIST LAPS OVER PARTITIONS FACE-NAILED 5 16d EACH LAP AS PER TABLE 3.9A
16 72 110 152 198 16 1 1 2 2 COLLAR TIE TO RAFTER FACE-NAILED 5 8d PER TIE AS PER TABLE 3.6A SYMBOL LEGEND
20 83 127 177 231 20 1 2 2 2 BLOCKING TO RAFTER OE-NAILED 2 8d EACH END
12 24 93 145 202 264 12 24 1 2 2 3 1RIM BOARD TO RAFTER END-NAILED 2 16d EACH END
28 104 163 227 297
32 115 180 252 331 28 1 2 2 3 WALL FRAMING
36 126 198 277 364 32 1 2 3 3 -� -� -� EARTH
TOP PLATE TO TOP PLATE FACE-NAILED 2 16d PER FOOT
36
12 82 118 52R 124 146 64R 170 176 78R 220 210 93R 2 2 3 3 TOP PLATE AT INTERSECTION FACE-NAILED 4 16d JOINTS-EACH SIDE I��I I-)
16 96 147 203 264 STUD TO STUD FACE-NAILED 2 16d 24"O.C. POURED CONCRETE
,.,-►-..til ;
20 110 170 236 308 12 1 2 2 2 HEADER TO HEADER FACE-NAILED 16d 16"O.C.ALONG EDGE -�=�` -'�= `-� OR 8" CMU BLOCK
LU 16 24 125 193 269 352 16 1 2 2 3 TOP OR BOTTOM PLATE TO STUD END-NAILED (3)16d PER STUD ,? .s r=:r:zv-
28 139 217 303 397 BOTTOM PLATE TO FLOOR JOIST BAND `
32 154 240 336 441 20 1 2 2 3 �'�
JOIST,END JOIST BLOCKING 6E-NAILED) (2)16d PER FOOT
3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY- NTS 36 168 264 370 48s 16 24 2 2 3 3 EXISTING STUD WALL
RAFTER OR TRUSS TO WALL STUD UPLIFT CONNECTIONS SHALL BE IN I 1 128 2 2 3 4 FLOOR FRAMING TO REMAIN
12 98 142 63R 149 175 77R 204 212 93R 265 252 111R 32 2 2 3 4
ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.4 OR TABLE 3.413. JOIST TO SILL TOP PLATE OR GIRDER OE-NAILED 4 8d PER JOIST
16 115 176 243 317 36 2 3 4 4 BRIDGING TO JOIST OE-NAILED 2 8d EACH END
WHEN RAFTERS OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, 20 132 204 283 370 EXISTING STUD WALL
RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND 19.2 24 150 232 323 423 BLOCKING TO JOIST TOE-NAILED 2 8d EACH END L ] TO BE REMOVED
THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH 28 167 260 363 476 12 1 2 2 3 BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3 16d EACH BLOCK
FACHJOIST
UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE 3.4. 32 184 288 403 529 16 1 2 2 3 LEDGER STRIP TO BEAM FACE-NAILED 3 16d
36 202 317 444 583 JOIST ON LEDGER TO BEAM OE-NAILED 3 8d PER JOIST NEW 2x 4 OR 2x 6
20 2 2 3 4 BAND JOIST TO JOIST END-NAILED 3 16d PER JOIST
12 123 177 78R 186 219 97R 255 265 117R 331 315 139R 19.2 24 2 2 3 4 BAND JOIST TO SILL OR PLATE OE-NAILED 2 16d PER FOOT I STUD WALL @ 16" O.C.
16 144 220 304 396 28 2 3 3 4
20 165 255 354 462 32 2 3 4 5
ROOF SHEATHING _2x JOISTS JOISTS ABOVE
"
24 24 187 290 404 528 36 2 3 4 5
28 209 325 454 595 STRUCTURAL PANELS-110 MPH(AS PER TABLE 3.10) 8d 6"EDGES/12-FIELD 4"O.C.@EDGES&FIELD AT GABLE ENDWALL RAKE 16"O.C.'
32 230 360 504 661 12 2 2 3 3 STRUCTURAL PANELS-120 MPH(AS PER TABLE 3.10) 8d 6"EDGES/6"FIELD 4"O.C.@ EDGES&FIELD AT GABLE ENDWALL RAKE 5 SECTION / DETAIL
36 252 396 554 728 A5
16 2 2 3 4
U = CONNECTOR UPLIFT LOAD. 20 2 3 3 4 CEILING SHEATHING
L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) 24 24 2 3 4 5 GYPSUM WALLBOARD 1 15/8"DRYWALL SCREWS I 7"EDGE/10"FIELD I TYPE W OR S SCREWSIMIN.5/8"PENETRATION Ab BUILDING SECTION
S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) 28 2 3 4 5
NOTE: R = L/W FOR WIND PERPENDICULAR TO THE RIDGE AND L/W FOR WIND PARALLEL TO THE RIDGE,WHERE W 32 2 3 5 6 WALL SHEATHING
76 REFER TO TABLE 3.413 AND USE IS THE BUILDING WIDTH AND L IS THE BUILDING LENGTH. 36 3 4 5 6 STRUCTURAL PANELS 8d 6"EDGES 12"FIELD
1-114"x 20 GAGE STRAP WITH GYPSUM WALLBOARD 1 1518-DRYWALL SCREWS 1 7"EDGE/10- IELD I TYPE W OR S SCREWS/MIN.5/8"PENETRATIONr WINDOW
(4)8d COMMON NAILS OR 1 TABULATED UPLIFT AND LATERAL LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.75 AND 0.92 RESPECTIVELY, i PERSCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4
10d BOX NAILS IN EACH END FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 2 TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B. FLOOR SHEATHING
OF THE STRAP. 2 TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B. 3 TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A ROOF AND CEILING ASSEMBLY DEAD LOAD STRUCTURAL PANELS 1"OR LESS 8d 6"EDGE/12"FIE-L-D-F ELEMENTS ABOVE
3 TABULATED UPLIFT LOADS ASSUME A REDUCED ROOF AND CEILING ASSEMBLY DEAD LOAD OF 9 PSF(0.6x15 PSF=9PSF) OF 9 PSF(0.6x15 PSF--9PSF)IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS STRUCTURAL PANELS GREATER THAN 1" 10 "ED 6"FIEL
' 4 TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. WHEN CALCULATING UPLIFT LOADS FOR NOT CONNECTED TO THE ROOF ASSEMBLY,THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY
• WALL-TO-WALL OR WALL-TO-FOUNDATION CONNECTIONS,TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE 1 NAIL AT EACH END OF THE STRAP.
REDUCED BY 60 PLF(0.60 x 99 PLF)FOR EACH FULL WALL ABOVE. 14 MINIMUM ASTM A653 GRADE 33 STEEL STRAP. - GIRDER/ HEADER ABOVE
® POST DOWN
INTERCONNECTED COMBINATION
LIMITATIONS TO CONNECTION REQUIREMENTS- iX,%SD SMOKE AND CARBONMONOXIDE
CO TECTOR
THE CONNECTIONS LISTED IN THIS TABLE ARE SUFFICIENT FOR COMPLIANCE WITH THE PRESCRIPTIVE DESIGN DERS AS PER313 OF RCONYS
METHOD OF THE ANSI/AF&PA WOOD FRAME CONSTRUCTION MANUAL-2001,PROVIDING THE FOLLOWING
CONDITIONS ARE MET:
TABLE 3.2C CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
MAINTAINING JOB SITE SAFETY DURING THIS PHASE
SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) OF WORK&SHALL COMPLY WITH ALL APPLICABLE
RESISTING UPLIFT LOADS FROM WIND- EXPOSURE B 1.STRUCTURE UNDER CONSIDERATION IS LOCATED WITHIN A MAXIMUM 3-SECOND GUST WIND FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING
SPEED ZONE OF 120MPH OR LESS. BUT NOT LIMITED TO BUILDING CODES,OSHA
(PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) 2.STRUCTURE IS LOCATED IN EXPOSURE CATEGORY B. REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS
3.MAXIMUM STRUCTURE HEIGHT=33'-0". (MEAN GRADE LEVEL TO MEAN ROOF LEVEL) MATERIAL REMOVAL&DISPOSAL.
VEND ZONES INTERIOR ZONES 4.MAXIMUM FLOOR JOIST SPAN=26'-0".
3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY - NTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED 5.MAXIMUM WALL HEIGHT=10'-0"(LOAD BEARING WALL)
=20'-0(NON-LOAD BEARING WALL) THE CONTRACTOR SHALL INDEMNIFY&HOLD
(MPH) (MPH) 6.MAXIMUM ROOF RAFTER SPAN=24'-0". HARMLESS THE OWNER,THE ARCHITECT,AND
WALL STUD WALL STUD UPLIFT CONNECTIONS SHALL BE IN
ACCORDANCEE WITH THE REQUIREMENTS OF TABLE 3.4 OR TABLE 90 100 1 120 90 100 1® 7.MAXIMUM FLOOR JOIST SPACING,WALL , THEIR AGENTS&EMPLOYEES FROM AND AGAINST ROOF RAFTER SPACING=16"O.C.STUD SPACING120 8.ROOF SLOPE TO BE BETWEEN 4/12 AND 12/12 INCLUSIVE. ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES
THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE WHEN STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, BOTTOM PLATE TO FOUNDATION FOUNDATION MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT 9.ROOF RAFTERS AND WALL STUDS ARE IN ALIGNMENT CONTINUOUSLY FROM ROOF TO FOUNDATION.
THE ARISING OUT OF OR RESULTING FROM ANY OF THE
ANCHOR BOLT CONNECTION RESISTING SUPPORTING SPACING(IN.) SPACING(IN.) 10.MAXIMUM BUILDING DIMENSION IN ANY DIRECTION=80'-0"
FLOOR ASSEMBLY WITH THE UPLIFT CONNECTIONS IN ACCORDANCE ITEMS LISTED ABOVE.
11.MINIMUM ASPECT RATIO OF BUILDING=1:4;MAXIMUM ASPECT RATIO=4:1_
WITH TABLE 3.4. UPLIFT LOADS 1-3 STORIES 70 49 39 33 1 72 57 45 38
THE CONTRACTOR SHALL VERIFY ALL FIELD
CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
ADDITIONAL NOTES: CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE
1.ALL NAILING&FASTENING IN ADDITION TO THAT SHOWN ABOVE SHALL BE IN ACCORDANCE WITH THE LATEST RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D.
EDITION OF THE RESIDENTIAL BUILDING CODE OF THE STATE OF NEW YORK&WOOD FRAME CONSTRUCTION
MANUAL(WFCM)2001 HIGH WIND EDITION. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY
AGENCY FOR ANY"ERRORS&OMISSIONS"ON
2_COLLAR TIES INSTALLED FOR THE PURPOSE OF RESISTING UPLIFT SHALL BE 2x6 MINIMUM AND SHALL BE THESE DOCUMENTS.
LOCATED WITHIN THE TOP 1/3 OF THE ATTIC SPACE. 1 1/4"RIDGE TENSION STRAPS MAY BE USED IN LIEU OF
COLLAR TIES. USE SAME NAILING REQUIREMENTS FOR TENSION STRAP AS FOR COLLAR TIE. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR
NOTE: NOTE: 3.ALL STRAPS TO RESIST UPLIFT TO BE MINIMUM 1 1/4"x 20 GAGE ASTM "METHODS&MEANS"OF CONSTRUCTION. THE
REFER TO TABLE 3.413 AND USE A653-33 GRADE STRAPS. STRAPS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE HOT-DIPPED GALVANIZED ARCHITECT IS NOT RESPONSIBLE FOR FIELD
REFER TO TABLE 3.46 AND USE AFTER FABRICATION OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. SUPERVISION.
1-1/'4"x 20 GAGE STRAP WITH 1-1/4"x 20 GAGE STRAP WITH
(4)8d COMMON NAILS OR (4)8d COMMON NAILS OR
• 10d BOX NAILS IN EACH END 10d BOX NAILS IN EACH END 4.CONNECT STUDS TO FOUNDATION WITH 1 1/4"STRAP TO BE EITHER EMBEDDED INTO FOUNDATION WALL OR
OF THE STRAP. OF THE STRAP. LAPPED UNDER BOTTOM PLATE_
5.BLOCKING SHALL BE PROVIDED UNDER FLOOR PANEL EDGES WHERE PANELS ARE PERPENDICULAR TO FLOOR
• FRAMING. NAIL AS PER SCHEDULE-
NOTE:
CHEDULENOTE:
ALL NAILING & FASTENING FOR THIS PROJECT 'y� 029743 ^`
d SHALL BE IN ACCORDANCE WITH 2001 EDITION LOF NAV
d ` a - ••• / _ :a OF THE WOOD FRAME CONSTRUCTION MANUAL (WFCM)
- A. - - -
a_ • - - - < g !.. a -Q' -
- a
- Legalizations of Existing Structures:
NOTE:
- Kinn & McGuire Residence
�` THIS AREA IS IN A 120 MPH WIND ZONE
• - : #2800 Bridge Lane
Cutchogue, New York
• a e d
Id • ee
S.C.T.M.: 1000 - 85 - 02 -03
3.2.2.3 WALL ASSEMBLY TO FOUNDATION- NTS 3.2.1.7 WALL ASSEMBLY OR SILL PLATE TO FOUNDATION- NTS Issued: For approval
FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATES OR WALL BOTTOM PLATES SHALL BE ANCHORED TO THE FOUNDATION
SILL PLATE,OR BOTTOM PLATE IN ACCORDANCE WITH THE REQUIREMENTS SYSTEM TO RESIST LATERAL AND SHEAR LOADS FROM WIND IN ACCORDANCE WITH Connection Details
OF TABLE 3.2. PERSCRIPTIVE SOLUTIONS FOR STUD TO FOUNDATION,SILL THE REQUIREMENTS OF TABLE 3.2. PRESCRIPTIVE SOLUTIONS ARE PROVIDED FOR TABLE 4A WFCM01: BASIC DESIGN VALUES FOR VISUALLY GRADED LUMBER
PLATE,OR BOTTOM PLATE ARE PROVIDED IN TABLE 3.46 SILL PLATE TO FOUNDATION IN TABLE 3.2A,AND FOR BOTTOM PLATE TO FOUNDATION
IN TABLE 3.213. SILL PLATES OR WALL BOTTOM PLATES SHALL BE ANCHORED TO THE TENSION SHEAR COMPRESSION COMPRESSION MODULUS OF GRADING
(SEE FIGURES 3.2 a-e). A MINIMUM OFA 1a"x 20 GAGE ASTM A653 SPECIES& BENDING
GRADE 33 STEEL STRAP SHALL BE NAILED TO THE STUDS IN ACCORDANCE FOUNDATION SYSTEM TO RESIST SHEAR LOADS FROM SEISMIC IN ACCORDANCE WITH COM.GRADE SIZE PARALLEL PARALLEL PERPENDICULAR PARALLEL ELASTICITY RULES
WITH TABLE 3.4B AND HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN THE REQUIREMENTS OF TABLE 3.3. PRESCRIPTIVE SOLUTIONS ARE PROVIDED FOR SILL �) TO GRAIN(Ft) TO GRAIN(Fv) TO GRAIN(Fc) TO GRAIN(Fc) (E) AGENCY Keri Kaze , Architecture
CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 INCHES IN MASONRY OR BOTTOM PLATE TO FOUNDATION IN TABLE 3.3A. A MINIMUM OF ONE ANCHOR BOLT
BLOCK FOUNDATIONS,OR BE LAPPED UNDER THE BOTTOM PLATE,3-INCH SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF PLATE. ANCHOR BOLTS DOUG-FIR/12 " WDA 2 P.O. Box 69 Court
2 + 875 575 95 625 1300 1,600,000
O. Box 169
SQUARE WASHERS SHALL BE USED ON THE ANCHOR BOLTS AND ANCHOR SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND $ eonk,NY 11972
BOLT SPACINGS SHALL NOT EXCEED THE REQUIREMENTS SPECIFIED SLABS-ON-GRADE OR 7 INCHES IN MASONRY BLOCK FOUNDATIONS WHEN RESISTING TABLE 4D WFCM01: DESIGN VALUES FOR VISUALLY-GRADED TIMBERS(5"X5"AND LARGER) P K IN TABLE 3.2C. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH LATERAL AND SHEAR LOADS ONLY(SEE FIGURES 3.2a-c)ANCHOR BOLTS SHALL BE Phone: 631-874-2925SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS SHALL BE HOTDIPPED LOCATED WITHIN 12 INCHES OF CORNERS AND AT SPACINGS SPECIFIED IN TABLES 3.2A B SPECIES& BENDING TENSION SHEAR COMPRESSION COMPRESSION MODULUS OF GRADING Fax: 631-874-7377
GALVANIZED AFTER FABRICATION,OR MANUFACTURERED FROM G185 OR OR TABLE 3.3A,BUT NOT EXCEEDING 6 FEET ON CENTER. SILL PLATES OR BOTTOM PLATES GRADE SIZE (F.b) PARALLEL PARALLEL PERPENDICULAR PARALLEL ELASTICITY RULES ken kazelarchitects.com
Z450 GALVANIZED STEEL. SHALL HAVE FULL BEARING ON THE FOUNDATION SYSTEM. COMTO GRAIN(Ft) TO GRAIN(Fv) TO GRAIN(Fc) TO GRAIN(Fc) (E) AGENCY @
DOUG-FIR#2 TMEi 150 475 85 625 700 1,300,000 wcLlli Date: April 1, 2016
Scale: As noted A3
Project No.