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BUILD R MENT FV
`� W r=VIL E OF RYE OK
938 KING ET RYE BR ' NY 10573 APR - 7 2025
ov LAGE OE RYE BROOK
BUILDING DEPARTMENT
FOR OFFICE USE ONLY: /^
Approval Date: APR 2 / �5/V 7 Application
Approval Signature:_ ARCHITECTURAL REVIEW BOARD:
Disapproved: " : Date: 1�
BOT Approval Date: Case# : Chairman:
PB Approval Date: Case# Secretary:
ZBA Approval Date: Case#
Other:
Application Fee: 15019,0t Permit Fees: 1_�`�
EXTERIOR BUILDING PERMIT APPLICATION
Application dated:03/29/2025 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the
construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below.
1. JobAddress: 22 Red Roof Dr
2. ParcelID#: 135.43-1-5.6 Zone: R-15
3, Proposed Improvement(Describe in detail): Interior renovations, including renovated kitchen, relocated
laundry room. and new mud room. Exterior work is new windows and doors only.
4. Property Owner: Evan & Sabrina Haskell
Address: 22 Red Roof Dr
Phone# Cell#(631) 796-5614 e-mail evan.m.haskell@gmail.com
List All Other Properties Owned in Rye Brook:
Applicant:Evan Sakofsky
Address: 11 Berkley Ln, Rye Brook, NY
Phone# Cell# (516) 314-1385 e-mail evan.sakofsky@gmail.com
Architect: Evan Sakofsky Architect
Address:
Phone# Cell# e-mail
Engineer:
Address:
Phone# 47 Cell# e-mail
General Contractor: �a%�(yQr�s C
Address:
Phone Cell# e-mail
(I)
6n rzo24
5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1-Fam Post-construction: 1-Fam
6. Area of lot: Square feet: Acres: 0.37
7. Dimensions from proposed building or structure to lot lines: front yard: eXlsting rear yard: existing
right side yard: existing left side yard: eXlSt!nQ other:
8. if building is located on a comer lot,which street does it front on:
9. Area of proposed building in square feet: Basement: I,fl: 2n1 fl: 3`d fl:
10. Total Square Footage of the proposed new construction:
11. For additions,total square footage added: Basement: 1st fl: 2"d fl: 3`d fl:
12. Total Square Footage of the proposed renovation to the existing structure: +/- 700 Sf
13. N.Y. State Construction Classification: V-B N.Y. State Use Classification: one-family
14. Number of stories: Overall Height: Median Height:
15. Basement to be full,or partial: finished or unfinished:
16. What material is the exterior finish:
17. Roof style;peaked,hip,mansard,shed,etc: Roofing material:
18. What system of heating:
19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this
application.
20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire
suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No:X
(if yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans)
21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a
Stormwater Management Control Permit as per§217 of Village Code? Yes: No:X Area:
22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code?
Yes: No:X (ifyes,applicant must submit a Site Plan Application,&provide detailed drawings)
23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No:X
(if yes,you must submit a Site Plan Application,&provide a detailed topographical survey)
24. Is the lot located within 100 ft. of a Wetland as per§245 of Village Code? Yes: No: X
(if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan)
25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No:X
(if yes, the area and elevations of the flood plane must be properly depicted on the survey&site plan)
26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No:X
(if yes,applicant must submit a Tree Removal Permit Application)
27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No:X
Indicate: TIER I: TIER IT: TIER III: (if yes,a Home Occupation Permit Application is required)
28. List all zoning variances granted or denied for the subject property:
29. What is the total estimated cost of construction: $ Q000 oo Note:The estimated cost
shall include all site improvements,labor,material,scaffolding,fired equipment,professional fees,including any material and labor which
may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will he required prior to issuance of the CIO.
30. Estimated date of completion: July 2025
(2)
6/1/2024
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KING STRct r Rvi: BROOK,NY 10573
(914)939-0668
RESIDENTIAL LOT AREA COVERAGE
Address: 22 Red Roof Dr Section: 135.43 Block: 1 Lot: 5.6
PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS
YOUR ZONE AREA IN MAIN ACCESS. DECK
ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX.
CHECK MAX.
R-35 35,000 14% 4% 5%
R-25 25,000 14% 3.5% 4%
R-20 20,000 14% 3.5% 4%
R-15 15,000 16% 3.5% 4%
R-15A 15,000 12% 3.5% 4%
R-12 12,500 17% 4% 4%
R-10 10,000 20% 4.5% 3.5%
R-7 7,500 23% 4.5% 3.5%
R-5 5,000 30% 5% 3.5%
R-2F 5,000 30% 5% 3.5%
Existing: Proposed:
1.AREA OF LOT 18,021 Sq. Ft. 18,021 Sq. Ft.
2. AREA OF HOUSE
a. Coverage of Main Building
(Including Attached Garage or Accessory Building) no change Sq. Ft. no change Sq. Ft.
b. Area of 111 Floor Divided By Area of Lot x 100 % %
3. AREA OF ACCESSORY BUILDING
(Includes Detached Garages,Tool Shed, Playhouses) Sq. Ft. Sq. Ft.
a. Coverage of Accessory Building
Area of Accessory Building Divided By Area of Lot x 100 % %
4. AREA OF DECK Sq. Ft. Sq. Ft.
a. Coverage of Deck
Area of Deck Divided By Area of Lot x 100 % %
I atte to the best of my knowledge and belief, the above information is correct.
rchitect's Si ure
(3)
6/1/2024
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KING STREET RYE BROOK,NY 10573
(914) 939-0668
IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS
Address:22 Red Roof Dr Section: 135.43 Block:. 1 Lot: 5.6 Zone: R-15
IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above
the ground which are comprised of materials through which water cannot readily flow, including, but not limited to
asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court
yards, sports courts,swimming pools, patios,sidewalks, ramps,terraces and driveways.
TOTAL MAXIMUM PERMITTED MAX. PERMITTED
COVERAGE Zoning IMPERVIOUS
LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT
(sq.ft.) For Base Lot For Lot Area YARD(%)
Area(sq.ft.)* Over Base R-35 15
Lot Area %) R-25 20
0 to 4,000 0 55 R-20 30
4,001 to 6,000 2,200 35
6,001 to 12,000 2,900 27 R-15 35
12,001 to 16,000 4,520 26 R-15A 35
16,001 to 20,000 5,560 25 R-12 40
20,001 to 30,000 6 560 24
30,001 to 40,000 8,960 23 R-10 45
40,001 & larger 11,260 22 R-7 40
R-5 30
*"Base Lot Area"is the minimum end of the lot size L
R2-F 30
range in the"Lot Area"column
Area of lot: 18,021 s .ft. Existing Allowed Proposed
Total impervious coverage = no Chan e S .ft. no change S . ft. no change S .ft.
Front impervious coverage = % % %
I attest to the best of my knowledge and belief,the above information is correct.
itect's Signs re
(4)
6/1/2024
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KING STRFF=.T RYF_ BROOK,NY 10573
(914)939-0668
BULK REGULATIONS IN RESIDENTIAL DISTRICTS
Address: 22 Red Roof Dr Section: 135.43 Block: 1 Lot: 5.6
MAXIMUM GROSS FLOOR AREA
USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]:
a. Allowed = Sq. Feet
b. Existing = Sq. Feet
c. Proposed = no change _Sq. Feet
HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS
DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of
the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane
beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the
specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer
windows not covering more than 10% of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using
the formula, Height/Setback= X, where X is the required side or front yard ratio for the zoning district in which a property is located
as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings.
FILL IN YOUR RATIOS:
ZONE EXLf77NG PROPOSED REOU/RED
FRONT: FRONT: FRONT: .44
1iL35 SIDE: SIDE: SIDE: 1.20
FRONT: FRONT: FRONT: .48
R25 SIDE. SIDE: SIDE: 1.30
FRONT: FRONT: FRONT: .60
R-20 SIDE: SIDE: SIDE: 1.60
FRONT: FRONT: FRONT: .60
R-f5 SIDE: SIDE: SIDE: 1.60 no change
FRONT: .80
R 15A SIDE: SIDE: SIDE: 2.40
FRONT: FRONT: FRONT: .69
R-12 SIDE: SIDE: SIDE: 1.60
FRONT: FRONT: FRONT: .80
R f0 SIDE: SIDE. SIDE: 2.40
FRONT: FRONT: FRONT: .96
R7 SIDE: SIDE: SIDE: 3.00
FRONT: FRONT: FRONT: 1.20
/P5 SIDE: SIDE. SIDE: 4.00
FRONT: FRONT: FRONT: 1.20
/CIF SIDE: SIDE: SIDE: 4.00
atte to the best of knQwf6dae and belief, the above information is correct.
Architect's Sign re (51
6r 1/2024
BUILDING DEPARTMENT ('
VILLAGE OF RYE BROOK
938 KING STREET RYE BROOK, NY 10573 APR - 2 2025
(914)939-0668
www.rvebroottl t'i0v VILLAGE OF RYE BROOK
BUILDING DEPARTMENT
AFFIDAVIT OF COMPLIANCE
VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS
THIS A1-'k'i1)AViT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG
WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION
SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT.
STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as:
31, v`ecyt residing at, 22 Red Roof Dr
(Print nanic) (_Address%%herc ccnc livc)
being duly sworn, deposes and states that(s)he is the applicant above named,and further states that(s)he is the
legal owner of the property to which this Affidavit of Compliance pertains at;
22 Red Roof Dr , Rye Brook, NY.
(Job Address)
Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that
there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that
there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of
inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State,
County and Village Codes.
(Signature of Prope } Or+ner(s)I
&VUE-_?ftsJ�71 S41 b 0 P1 k t�4
(Print Namc of Property Owncr(s))
Sworn to before m\e this
day of�"o C c `ram , 20
(Notary Public:) SHARI ME'LILLO
Notary Public,State of New York
No.01ME6160063
Qualified In Westchester County
commission Expires Jandary 29,20L—1 (6)
6/1/2024
This form must be properly completed & notarized by the Design Professional of
record and the Property Owner. Failure to provide this completed form with your
permit application will delay the permitting process.
Notice of Utilization of Truss Type, Pre-Engineered Wood,
or Timber Frame Construction. (Title 19 Part 1264& 1265 NYCRR)
TT;The Building Inspector of the Village of Rye Brook.
From: Evan Sakofsky
Subject Property: 22 Red Roof Dr SBL:135.43-1-5.6 Zone: R-15
Please take notice that the subject; One or Two Family; ❑ Commercial,
❑ New Structure
❑ Addition to an Existing Structure
X Rehabilitation to an Existing Structure
to be constructed or performed at the subject property will utilize;
❑ Truss Type Construction(TT)
X Pre-Engineered Wood Construction(PW)
❑ Timber Construction(TC)
in the following location(s);
)Q Floor Framing, including Girders&Beams(F)
❑ Roof Framing(R)
❑ Floor Framing and Roof Framing(FR)
Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or
building utilizing truss type, pre-engineered wood, or timber construction must be posted with a
Truss Identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings,
and NYCRR§r265 for One&Two Family Dwellings.
Sworn to before me this Sworn to before ml this V
day of ,20 Q day of ' 20
Signatu a of Property Owner Signature of Desi Profe Iona
y K 544-;7Yi 1 Evan Sakofsky
Name of l�operty wne; Print Name Professional
NA
\_ (k5
Notary Public Notary
5HAR1 MELILLO
Notary Public,state of New York
No.o1ME6160063 CYNTNIA A MA IC
Qualified in Westchester County Notary Public
r'omrnisslon Expires landary 29,20�� Connecticut
(7) My Commission Expires Mar 31, 2027
This application must be properly completed in its entirety by a N.Y. State Registered
Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where
indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject
property, and the applicant of record in the spaces provided. Any application not properly
completed in its entirety and/or not properly signed shall be deemed null and void, and will be
returned to the applicant. Please note that application fees are non-refundable.
STATE OF NEW YOM COUNTY OF WESTCHESTER ) as:
Evan Sakofsky , being duly sworn,deposes and states that he/she is the applicant above named,
(print name of individual signing as the applicant)
and further states that (s)hc is the legal owner of the property to which this application pertains, or that (s)he is the
architect for the legal owner and is duly authorized to make and file this
application.
(indicate architect,contractor,agent,attorney,etc.)
That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed,or
use conducted at the above captioned property will be in conformance with the details as set forth and contained in this
application and in any accompanying approved plans and specifications,as well as in accordance with the New York State
Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances
and regulations. By signing this application, the property owner further declares that he/she has inspected the subject
property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or
groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property.
Sworn to before me this Sworn to before me this
day of a�(�� , 20 day of , 200
Signature of Property Owner Signature of ApplicW
t s4 b ins �-{�5 CQ,� Evan Sakofsky
Print Name of property Owner Print Name of Applic t
Li J
Notary Public Notary P b 'c
SHARI MELILLO
Notary Public,state of New York
No,01ME6160063 CYNTHiA A MATIC
Qualified in Westchester county Notary Public
Cornmission Expires Jendary 29,261� Connecticut
My Commission Expires Mar 31, 2027
6r1/2o24
Evan Sakofsky
H SKELL RESI EN E ARCH I T E C T
FILE COPY 11 Berkley Lane
22 RED ROOF DRIVE • RYE BROOK , NEW YORK Rye Brook
1053ewYork
516.314.1385
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GENERAL NOTES CONSTRUCTION&ENERGY CODE NOTES: INSULATION&ENERGY NOTES: PLOT PLAN O
DRAWING INDEX
1 ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE CONSTRUCTION TYPE V-B THERMAL PERFORMANCE AND SPECIFICATIONS FOR INDIVIDUAL PROJECT ADDRESS 22 RED ROOF DRIVE,RYE BROOK NY 10573 W
PREVENTION AND BUILDING CODE INCLUDING THE 2020 RESIDENTIAL BUILDING COMPONENTS
CODE OF NEW YORK STATE(2020 RCNYS),THE 2020 ENERGY OCCUPANCY CLASS: R-3(ONE-FAMILY RESIDENCE) SECTION/BLOCK/LOT 135.43-1-5.6 W m
CONSERVATION CODE OF NEW YORK STATE(ECCNYS),THE 2020 A. EXTERIOR STUD WALLS:V THICK R-7 CC-SPF WITH 3 Yz',MIN R-13 FGI
PLUMBING CODE OF NEW YORK STATE(2020 PCNYS),THE 2017 NATIONAL IN 2x6 STUD WALLS w w
ELECTRIC CODE(NFPA 70-2017),LOCAL HEALTH DEPARTMENT 1. THIS PROJECT IS BEING FILED UNDER THE 2020 NEW YORK STATE B. ROOF RAFTERS:7"THICK MIN R-49 IN 2x10 RAFTERS - J._ a. 0- U
REGULATIONS AND ALL OTHER APPLICABLE REGULATIONS BY CONSTRUCTION CODES C. CRAWL SPACE WALLS:MIN R-10 FOIL FACED RIGID INSULATION - - _ O O W
AUTHORITIES HAVING JURISDICTION 2 THE DESIGN OF THIS PROJECT,TO THE BEST OF THE ARCHITECTS D. BACKSIDES OF RIM BOARDS:5"THICK,R-20 OC-SPF •= w
SPF FILL REMAINING CAVITY WITH CC tR-18 EXTERIOR HEADERS: -
A SHOULD THERE BE ANY INFORMATION SUPPLIED ON OR OMITTED FROM KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT,IS IN E. •� "� � � ^'
F. FLOORS OVER UNCONDITIONED SPACE(SEE BUILDING SECTIONS):5"
THE DRAWINGS OR IN THE SPECIFICATIONS THAT INADVERTENTLY DOES COMPLIANCE WITH THE REQUIREMENTS OF THE 2020 ENERGY AT DOUBLE 2x HEADERS cl) `V
_- •• cn En
NOT COMPLY WITH CODE,THE CONTRACTOR SHALL BRING THE MATTER CONSERVATION CODE OF THE STATE OF NEW YORK. THICK,MIN R-32 OC-SPF 11) AVA00
TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND RESOLVE IT 3 THE PROJECT SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION G. HVAC SUPPLY DUCTS IN NON-CONDITIONED ATTIC SPACE:MIN R-8
BEFORE ANY CONSTRUCTION AFFECTING THIS MATTER BEGINS. CONSTRUCTION CODE PER SECTION 402 1.THE PRESCRIPTIVE METHOD DUCT WRAP SEAL AND TEST PER CODE ^ u' .bA�
B SHOULD THE CONTRACTOR KNOWINGLY CONSTRUCT ANYTHING IN OF COMPLIANCE AS NOTED BELOW I ' , -- NUMBER SHEET NAME
NON-COMPLIANCE WITH ANY CODE WITHOUT CONSULTING BEFORE H. PIPING FOR HYDRONIC HEATING SYSTEMS AND HOT WATER SUPPLY d � �� o o
HAND,THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR MANDATORY PROVISIONS MIN R-3 PIPE WRAP
CORRECTING THE CONSTRUCTION TO COMPLY WITH ALL LOCAL AND THE PROJECT SHALL COMPLY WITH THE MANDATORY PROVISIONS OF THE 1. INTERIOR ACOUSTIC INSULATION:PROVIDE WHERE INDICATED ON —- - T-1 TITLE SHEET$NOTES X X
STATE CODES AND AT NO ADDITIONAL COST TO THE OWNER,EVEN IF FOLLOWING SECTIONS. PLANS AND SECTIONS PROVIDE 3"THICK BLANKET IN STUD WALLS „ i1
THE DRAWINGS OR SPECIFICATIONS CAN BE SHOWN TO CALL OUT PROVIDE 6"THICK BLANKET IN FLOOR/CEILING CAVITIES ' G-1 SPECIFICATIONS X X
NON-COMPLYING SITUATIONS. 401 3 A CERTIFICATE WILL BE PROVIDED ON THE ELECTRICAL PANEL AS
2 SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NECESSITATE REQUIRED. INSULATION SPECIFICATIONS&GENERAL NOTES -- G-2 STRUCTURAL NOTES X X
CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE PLANS THE 4021 1 VAPOR RETARDER PROVIDED THROUGH THE USE OF CLOSED .m m as
fin I
CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SUBMIT HIS DETAILS CELL SPF INSULATION ON RAFTERS AND LOW-PERM PRIMER ON 1. OPEN CELL SPRAY FOAM(OCSPF)INSULATION ICYNENE CLASSIC PLUS _ A-1 DEMOLITION PLANS&ELEVATIONS X X
SHOWING THE PROPOSED METHODS TO ACCOMPLISH THE REQUIRED WALLS (LD-C-70)OR APPROVED EQUAL WITH MIN R-4 0 PER INCH OF SPRAYED '
RESULTS PATCH,REPAIR AND FINISH OF ALL DISTURBED AREAS 40212 INSULATION AND FENESTRATION SHALL BE PER THE TABLE THICKNESS - '� Imai A-2 FIRST FLOOR CONSTRUCTION PLAN X X
3 ALL ELECTRICAL,PLUMBING AND H.V.A.C.WORK SHALL BE DONE OR BELOW 2. CLOSED CELL SPRAY FOAM(CC-SPF)INSULATION:JOHNS MANVILLE JM __
DIRECTLY SUPERVISED BY SUBCONTRACTORS LICENSED TO WORK IN THE 4024 AIR-LEAKAGE SHALL BE LIMITED PER SECTIONS R402.4.1 CORBOND III OR APPROVED EQUAL WITH MIN R-7 0 PER INCH OF I _ - A-3 EXTERIOR ELEVATIONS X X
STATE THROUGH R402 4 5. SPRAYED THICKNESS # ,sit •°� r,�
4 DIMENSIONS SHOWN ARE FROM STUD TO STUD,EXCEPT WHEN MEASURING 40241 1 THE BUILDING THERMAL ENVELOPE IN THE AREA OF THE 3. FIBERGLASS INSULATION FGI:OWENS CORNING PINK NEXT A
FROM EXISTING WALLS IN WHICH CASE DIMENSIONS START FROM FINISHED WORK SHALL BE DURABLY SEALED TO LIMIT INFILTRATION ( ) A-4 FIRST FLOOR REFLECTED CEILING PLAN X X
GYPSUM BOARD OR SHEATHING PER TABLE 402.4.1.1. INTERIOR
INSULATION O APPROVED EQUAL .•_\ ,f m • 9� 84 O
4. INTERIOR ACOUSTIC INSULATION:ROCKWOOL SAFE'N'SOUND MINERAL �•
5 VERIFY ALL DIMENSIONS IN THE FIELD.DISCREPANCIES BETWEEN ACTUAL 40243 FENESTRATION SHALL MEET AIR LEAKAGE REQUIREMENTS WOOL BATT INSULATION NO SUBSTITUTIONS SEE PLANS AND SECTIONS
CONDITIONS AND DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED 40245 RECESSED LIGHTING SHALL MEET THE REQUIREMENTS FOR LOCATIONS TO RECEIVE ACOUSTIC INSULATION
TO THE ARCHITECT IN WRITING FOR CLARIFICATION.WORK SHALL NOT 403.1 CONTROLS AT LEAST ONE THERMOSTAT SHALL BE PROVIDED S. DUCT WRAP:JOHNS MANVILLE MICROLITE VINYL FIBERGLASS DUCT
PROCEED UNTIL SUCH CLARIFICATION HAS BEEN RECEIVED FOR EACH SEPARATE HEATING AND COOLING SYSTEM WRAP INSULATION OR EQUAL.WITH MIN R-8 INSTALLED VALUE t - s+ / ,
e INSPECT THE PREMISES AND VIEW THE EXISTING CONDITIONS TO VERIFY 403.3.2 DUCTS SHALL BE SEALED 6. PIPE WRAP:JOHNS MANVILLE MICRO-LOK FIBERGLASS PIPE INSULATION p n __ ISSUED FOR:
ALL CONDITIONS,SIZES AND QUANTITIES.PLANS ARE FURNISHED TO 403.3.3 DUCTS SHALL BE TESTED PER THIS SECTION OR EQUAL MIN R-3 AT OPERATING TEMPERATURE
INDICATE THE SCOPE OF THE INTENDED CONTRACT WORK EXISTING 403.3.5 BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR 7. SPF FLAMMABILITY:SPF MUST MEET ICC-ES ACC377 APPENDIX X _ - _ _ _ _ _ PERMIT
CONDITIONS WHICH MIGHT PRECLUDE OR INTERFERE WITH THE PROPOSED PLENUMS MODIFIED NFPA 286 TESTS FOR FLAMMABILITY - '" 1 _
WORK AS DRAWN OR SPECIFIED SHALL BE BROUGHT TO THE ATTENTION OF 4034 MECHANICAL SYSTEM PIPING CARRYING FLUIDS ABOVE 105•F OR 8. ADDED THERMAL IGNITION BARRIER:ALL SPRAY FOAM WITHIN ATTICS " - IL-
THE ARCHITECT AND OWNER FOR RESOLVING RELOCATIONS MUST BE BELOW 55•F SHALL BE INSULATED TO A MINUMUM OF R-3. AND CRAWLSPACES SHALL HAVE THERMAUIGNITION BARRIER AS I • r e_ I- ISSUED DATE:
CHECKED TO VERIFY THEIR FEASIBILITY IN ACCORDANCE WITH THE NEW 4036 OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC REQUIRED BY CODE IN UNFINISHED ATTICS AND OTHER SPACES WHERE
REQUIREMENTS GRAVITY DAMPERS. INSULATION IS LEFT EXPOSED,PROVIDE INTUMESCENT PAINT THERMAL MAY 5,2025
7 WRITTEN DIMENSIONS ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER 4037 NEW OR REPLACEMENT HEATING AND COOLING EQUIPMENT BARRIER IN FINISHED ATTICS,PROVIDE Y2"PAINTED GYPSUM BOARD
SCALED DIMENSIONS VERIFY ALL DIMENSIONS AND CONDITIONS SHALL MEET MINIMUM EFFICIENCY REQUIREMENTS. 9. RIGID INSULATION BOARD:JOHNS MANVILLE AP FOIL-FACED POLYISO
INDICATED ON THESE DRAWINGS 4041 AT LEAST 900o OF PERMANENTLY INSTALLED LAMPS OR FIXTURES INSULATION BOARDS,R-6 PER INCH,OR EQUAL *NOT TO SCALE REVISION DATE: REVISION NO.:
8 ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION SHALL BE HIGH-EFFICACY 10. MATERIAL INSTALLATION:INSTALL MATERIALS AND SYSTEMS IN
AGAINST DAMAGE BREAKAGE COLLAPSE,DISTORTIONS AND ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED -
MIS-ALIGNMENT ACCORDING TO APPLICABLE CODES,STANDARDS AND SUBMITTALS INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION
GOOD PRACTICE M.E.P. DESIGN/BUILD NOTES WITH ADJACENT CONSTRUCTION COORDINATE WITH WORK OF OTHER
9 MANDATORY INSPECTIONS MANDATORY INSPECTIONS SHALL COMPLY SECTIONS
WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION 1 THE FOLLOWING ITEMS SHALL BE COMPLETED BY THE CONTRACTOR AS CUMA11C AND GEOGRAPHIC DESIGN CRITERIA
VISIT THE PROJECT SITE TO INSPECT THE SCOPE OF THE WORK IN 2=lac TABLE RXII 2 1
RELATION TO THE EXISTING CONDITIONS. DESIGN/BUILD ITEMS THE CONTRACTOR SHALL SPECIFY SIZE AND
LAYOUT NECESSARY EQUIPMENT AND FIXTURES AS REQUIRED FORA WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN
10 VENTILATION PROVIDE VENTILATION IN CONFORMANCE WITH THE STATE GROUND SPEED DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL TITLE SHEET&
COMPLETE SYSTEM SUBJECT TO APPROVAL OF THE OWNER SNOW LOAD WEATHERING FROST LINE TERMITE HAZARDS
BUILDING CODE. (MPH) CATEGORY DEPTH TEMP REOUERED INDEX TEMP
11 SMOKE DETECTORS SHALL BE MOUNTED AND PLACED IN ACCORDANCE A HVAC SYSTEMS REFER TO FLOOR PLAN FOR GENERAL LOCATIONS FOR 20 PSF 115 MPH C SEVERE 42' MOD TO HVY 7 F YES LOCAL <1500 50 F GENERAL NOTES
WITH NFPA 72,STANDARD FOR INSTALLATION AND MAINTENANCE AND USE HVAC EQUIPMENT SYSTEMS SHALL BE EXPANDED OR MODIFIED AS
OF HOUSEHOLD FIRE WARNING EQUIPMENT AND IN ACCORDANCE WITH REQUIRED TO ACCOMMODATE NEW LAYOUT
STATE BUILDING AND FIRE CODES A A.PROVIDE HVAC IN NEW BEDROOM SUITABLE TO MAINTAIN A 72
12 ALL PLUMBING WORK SHALL CONFORM TO THE STATE PLUMBING CODE DEGREE INTERIOR TEMPERATURE WHEN THE EXTERIOR PRESCRIPTIVE INSULATION&FENESTRATION COMPLIANCE
ALL ELECTRICAL WORK SHALL CONFORM TO NATIONAL ELECTRICAL CODE TEMPERATURE IS BETWEEN 0 AND 90 DEGREES FAHRENHEIT �� n
AND ALL HEATING AND VENTILATING WORK SHALL COMPLY WITH AMERICAN PRESCRIPTIVE REQUIREMENTS PER TABLE R40Z.1.Z R403.3.1 R403.5.3 t
1�z u W Lc�__j
SOCIETY OF HEATING,REFRIGERATING AND AIR-CONDITIONING ENGINEERS A B FRIAIRENDLY
CONDITIONING SYSTEMS SHALL S HIGH EFFICIENCY OZONE CLIMATE ZONE R
GLAZED DUCTS
• Ducrs
FRIENDLY MINIMUM 13 SEER CONDENSING UNIT(S) HOT
(ASHRAE)STANDARDS FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALLLESS THAN FLOOR BASEMENT SLAB CRAWLSPACE GREATER
A C EQUIPMENT SHALL BE SIZED ACCORDING TO AIR-CONDITIONING FENESTRATION WATER *• �{ ;
13.PROVIDE CARBON MONOXIDE DETECTORS WITHIN 15 OF SLEEPING AREAS 4A U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE WALL R-VALUE R-VALUE R-VALUE THAN OR
CONTRACTORS OF AMERICA'S(ACCA)MANUAL J AND SECTION SHGC 3"0 EQUAL TO 3 O PIPE " ;� }• `
AND ADJACENT TO THE GARAGE M1401.3 OF THE STATE BUILDING CODE RULE-OF-THUMB METHODS y MAY - 9 2025
14.THE TERM'PROVIDE MEANS TO FURNISH AND INSTALL SHALL NOT BE USED REQUIRED 0 32 0 55 0 40 49 20 OR 13+5 8/13 10/13 19 10,2 ft 10/13 R-6 IN ATTICS R R IN ATTICS R-3
15.THE TERM FURNISH MEANS TO SLIPPY REQUIRED COMPONENTS AND . R-4 2 OTHER 6 OTHER
DELIVER TO PROJECT SITE B ELECTRICAL SYSTEMS REFER TO ELECTRICAL PLANS FOR GENERAL R-22 R-21 R-6 IN ATTICS R-8 IN ATTICS f.
LAYOUT OF FIXTURES AND SWITCHING.PROVIDE OUTLETS PER CODE PROVIDED U 5 0 32 N/A U 5 0 40 R-49 CAVITY N/A R-32 CAVITY N/A N/A R-4 2TTHER R-6 OTHER R-3
18.THE TERM INSTALL MEANS TO INSTALL ALL REQUIRED ITEMS C PLUMBING SYSTEMS.REFER TO FLOOR PLANS FOR GENERAL LOCATION 'DUCTS LOCATED COMPLETELY INSIDE THE /
OF PLUMBING FIXTURES BUILDING THERMAL ENVELOPE ARE NOT -
REOUIRED TO BE INSULATED 92miQiQ1
BUILDING DEPARTMENT
01 OF 07
The following specifications are made in general forth and not Demolition-Provide all labor materials and equipment to perform the 03 300-Cast-ImPlace Concrete Division 04 000-Masonry 05100-Structural Metal Framing valley metal Fasten all edges with large headed galvanized nails on 6" fastened with appropriate nails staples or glue Check specfic (minimum)opper pipes,located below frost Ime.From the meter to the Evan S k f k
all sections or materials pertain to this project.In the case of required demolRton of existing pavement no longer needed for access or Footin s-Center all footi s on walls,hers,or columns above unless Fabrication and erection of structural steel shall conform to the American centers La courses rallel with eaves Do not stretch courses manufacturer's recommendations buildin install 1 5"su a O
B rig P y pa g pply water lines Llse 1 2,3/4"minimum lines from
rkin abandoned utilities and structures which interfere with the 04 050-Basic Masonry Materials and Methods s Imes to each I
conflict between the specification on this page and Pa 9 oMerwise noted All footings shall rest on undisturbed virgin soil with Institute of Steel Construxbon'Manual of Steel Construction Load and apply p umbing fixture as required.Atwater heaters and
specifications found elsewhere in this drawing set,the Proposed onstruction When required install chain link fencing around minimum soil bearing allowable of 2000 psf tested for 95 percent Masonry Mortaring-Mortar shall be Type"M"or-S"in accordance with Resistance Factor Design" 07 200-Thermal Protection Unfinished:Acclimate flooring to conditioned space a minimum of seven hose bibs install a minimum 3/4"pipe From water heater install 3/4%1
specifications shown on the drawings shall take precedence. the area of demolition work.Protect all adjacent areas not to be compaction or 3/4"stone compacted in 12"lifts to 95 percent density if fin ASTM C270.2500 psi Grout shall be in accordance with ASTM C270, Provide insulation er the drawin s All umbra chases in interior a walls days prior to installation.Wood flooring shall be tongue and groove Pipe to each room with branches to fixtures as described above Fittings A R C H I T E C T
demolished Remove all debris from lob site before construction begins is required Footings at building perimeter shall be a minimum of 42 below Type M,2500 psi concrete using pea gravel for coarse aggregate with a Steel deck units and accessories shall be fabricated from steel sheet P B B
maximum a e to recta 40 with minimum elf of shall be insulated with Roxul Safe'tYSound incitation for sound constncbon 3/8"thick x 2 1141vide random lengths with true square edge shall be wrought copper•soldered with 95-5 solder and suitable flux Use
frost line constructed of 3000 psi concrete Provide 3-#5 rebar BBr ga size of 3/8�and an 8 minimum to 11"maximum conforming to astm a653 sq g yi Pint of 40kst attenuabon for a flat smooth surface unless noted otherwise Use 2"barbed fasteners Polished chrome adjustable brass P-traps with wall escutcheons at all
Division 00 000.Procurement and Contracting Requirements. Rernediation (reinforcing steel)continuous through footers unless otherwise noted slump.Mortar joints shall be 3/8'thick finished to produce a oncave. of approved staples for installing plank or strip flooring After a minimum exposed locations Pox tubing shag be allowed
Provide#5 rebar(reinforce steel omer bars at all comers and flush,beaded,raked form Mortar or grout net used within 21/2 hours Provide all structural steel and miscellaneous metal work including lintels
' Contredor to abate any hazardous material or substance before beginning ^9 ) of 48 hours sand and finish,using a stain coat and a minimum three coats
00 250-Supplementary Instructions to Bidders p perty licensed and intersections of footings,beams and walls Each side should overlap 2-0",after mixing shall not be used in masonry work In hot weather add water flitch plates and all support members complete with required bracing 07 300-Shingles,Roof Tiles and Roof Coverage of 11 Berkle I�rle
construction Contractor shall ihtred with a ro polyurethane. Provide shut-oH valves at sinks,toilets,water heater and other faNres as
rig price for the work the contractor qualified hazardous material contractor with a 90 degree bend.Footings shall bear on undisturbed soil and kept as needed to supplement evaporation losses In cold weather,when air welds washers nuts shims anchor bolts base plates bearing plates Asphalt Shingles.Provide Composite Asphalt shingles per r uired Test all i s under 100 Iles pe g y
Site visitation prior to submitti a bid eq p pe pressure r buildm ode
free from ground water.Underneath load-bearing walls and interior or temperatures range between 32 degrees and 40 degrees Fahrenheit,heat manufacturer's recommendations over underlaymenit as specified on requirements R e Brook•New York
shall visit the site and verify ail conditions in the centred doche wor and exterior column footinngs,thicken slabs within a 1'radius to 12"thick mixing water or aggregate to between 70 degrees and 160 degrees All steel details and connections shall be in accordance with the drawings 09 7000-Wall Finishes y
inform the architect of arty discrepancy prior to execution of the work 02 300-Earthwork Fahrenheit maximum When air temperature is below 32 degrees requirements of the latest AISC specifications and latest revisions Walls shall be clean and free of defects such as cracks or unfinished joints 10573
00500-Certificates Fahrenheit heat both the missing water and aggregate to between 70 Provide all required anchor bolls bearing plates and metal ties required by Slate Shin les.All state shall be hard dense sound rock machine P^or to installation of wall finishes If mildew is evident mildew must be Waste Drainage-Install sewage clean-out at the end of each horizontal
Shoring and Underpinning-Existing footings foundations pile caps slab Foundations-Concrete floor stabs(other than garage or exterior standard dice and as noted below B drama a run and eve 100 feet r budin code re irements Vents
degrees and 160 degrees Fahrenheit maximum Mortar colors to be Pre removed and surface properly treated to inhibit further mildew growth 9 ry Pe 9 qh+
grade beams retaining walls or pavemerrt which may be affected by slabs)shall be constructed of 3000 psi concrete,era slabs and exterior punched for two roils each All exposed comers shall be practically full shall be installed thro hoot lumbin connections and connected with the 51 6•314•1385
All bonding and insurance requirements shall be coordinated with the B selected by the Architect P B
excavation operations shall be shored or underpinned adequately or stabs shall be constructed of 3500 psi concrete,4'thid*reinforced with 10 All structural meta►for beams shall be in accordance with ASTM A992-50 No broken comers on covered ends which sacrifice nailing strength or the
Owner prior to beginning construc�n Contractor shall additionally insure vertical stacks and vented through the roof Check with local building code
otherwise protected against settlement and shall be protected against gauge 6'x 6-welded-wire mesh continuous and rebar(reinforcing steel; Ag strutural steel for steel columns shall imply with ASTM spectficabon laying of watertight roof wtg be allowed No broken or cracked state vnll be 09 900-Painting and Coating offiaals fors cdic vonttn re uirements
the Architect and its consultants Provide Architect with ACORD insurano B q
lateral movement Provide necessary materials to hold bao*earth at as per plans Place slabs over well-compacted granular fill compacted m Masonry Anchorage and Reinforcing AS3 Grade B or A-500 Structural steel columns shall be per drawings used Prepare each surface to receive sdJheduled work as set forth below
certificate prior to start of construction excavations and as required to prevent cave-ins and earth sloughs 12 inch Lifts to 95 percent density per AASHTO T-180 Proctor and a 15 and Bnclk Ties-Install galvanized steel wire type brick bes The brick veneer but at a minimum 3"minimum inside diameter unless noted otherwise
must be secure Water Heater-Provide on a design-build basis.Water heaters)shall
vapor bamer U N O Construction or control joints shag be provided in y attached to the existing construction Provide one be for All steel plates shall be in conformance with ASTM A36 Wood Shingles.Install all shingles per the Cedar Shake annd Shingle Exterior Painting-All nail heads shall be set below the surface and have appropriate safety valves.back flow preventers,pressure relief
Division 01 000.General Requirements Excavation Support and Protection-Install excavation support systems slabs on grade so that the maximum area between joints shall be 400 sq each 2 2/3 sq R of wall area The maximum spacing of ties either Tubular Steel shall be in conformance with ASTM A500 Grade B Bureau recommendabons finished smooth If mildew s evident the mildew must be removed and
ft and the le of that area is not more than twice the width Provide horizontally or vertically,should not exceed 24 inches This ties cin vahres and drain assemblies Follow manufacturer re
for safety preservation of existing improvements Design criteria of ^Bth � B Steel pipe shall be in conformance with ASTM A-53 Grade B surface treated to mhibR further mildew growRh Exterior walls shall
01 100-Additional General Requirements support systems shall consider all bads in a manner which will allow the smooth steel trowel finish for all interior slab areas and garage surfaces applies above and below grade Steel angles and channels shall be in onfor mane with ASTM A36 Tile Roofing.All tie shingle assemblies shall be complete with all receive a primer coat and two coats of flat or semi-gloss paint Pre-prime
safe and expeditious construction of permanent structures without Provide broom finish texture for all exterior slabs unless receiving finished r uired cover an nil a hi ble closure ble and accessories Install as the backside edges and ends of lumber and siding prior to construction
In addition to the General Condfions the following conditions shall apply stone or other surface Slo Cast Iron note be m conformance with ASTM A-48 Gass 30 unless P B P 15 900-Heatin Ventilatin and Air Conditionin HVAC
movement or settlement of the ground Shoring including sheet piling. pe exterior patio or porch slabs away from Tie Fasteners-Wood Frame-Install corrosion resstard nails to attach othewse noted specified by file manufacturer No broken or cracked tie shall be used When staining.pre-prime with the same product as specified for the final 9� 9� g( )
The contractor shall furnish all labor•materials,tools,equipment shall be furnished and installed as necessary to protect workers banks building at 1 8-of drop in elevation for every 1'4r in distance At garage the corrugated metal ties to wood frame construction The nails should coat Sand and putty wood surface smooth before finish is applied
appliances,transportation hauling•etc.To complete,in a workmanlike adjacent paving strictures and ubkbes Shoring bracing and sheeting slab provide positive drainage and taper lip at garege/overhhead door penetrate at least 1 1 4-into the wood studs Welding Electrodes shall be as permitted by AWS Code D1 0 y Install control systems Zone rooms as appropriate The location of
Surfaces shag be sanded before each finish m err is a lied
manner,everything shown called for or reasonably implied in the plans or shall be removed as excavations are backfilled in a manner to prevent Exterior slabs and garage slabs shall be air-entrained between 5%and 7% All bolts shall be in conformance with ASTM A325 anus A490 07 400-Roofing and Siding Panels controls shall be coordinated to avoid conflicts with furnishings or uses for
in these specifications caving total air content All anchor rods shall be in conformance with ASTM F1554 Grade 36 Metal Roof-Install 50 year warranty raised nb or standing seam metal the rooms in which controls are located
Metal-Corrosion resistant,self tapping metal screws should be used to roof system with concealed fasteners as shown on construction PaintlStam-Prime wood surfaces nruluding faces edges and ends before
attach metal wire ties to metal construction Screws should penetrate at installation After installation apply at least one coat of wood primer and
Contractor shall review construction documents and provide labor and Poured Concrete Basement Walls-Poured walls shall be constructed of documents Install a layer of fire retardant paper between roof structure Central HVAC Equipment-HVAC shall n i fully operational engineered
Excavation-Excavate as required for all construction ublfies paving and least 1/2 inch irdo the metal structure two coats of finch paint
materials pertaining to carpentry work as required in said documents and 3000 i concrete with rebar as shown on drawin s If no rebar s shown, and metal system designed to meet local weather ondttons and building
as specified herein while complying with ail applicable building codes equipment as indicated or as necessary Excavation shah n performed Ps 8 05 500-Metal Fabrications
so that the area of the site and the area immediate suroundin the site then at a minimum provde#5 rebar)remaorcing steel)at 12"x 1Y on requvemerits All permits and inspections shall be obtained by contractor
ly B cennter OC aced in a vertical rid Patch all voids and de ressions Concrete or Masonry-Install ties with lag bolts and expansion shield or Install metal detailing as specified on constnxtion documents.Install metal Wood Siding-Install horizontal or vertical wood siding as specified in Interior Painting-Interior paint shall be Benjamin Moore Nature No-VOC as required by applicable building codes I
Guarantee:all workmanship and materials shall be guaranteed fora and affecting operations b the site edl be continually and eftedrvey ( )a B P masonry nails The fasteners and anchors should be corrosion resistant gates grilles,iron work etc to meet all applicable building codes,with paint U N O All nail heads shall be set below the surface and finished
minimum period of one year after acceptance by owner.unless otherwise framed Water shag not be permitted to accumulate in the excavation exceeding un inch in any direction Prnd in appropriate waterproofing When installing a continuous steel angle it should onform to ASTM A36 appropriate detailing and patterns as shown in construction documents sealedution ends W e Sting shall n bon-dried.straight grain and smooth Joints should be taped and covered with a suitable drywall joint
indicated The excavation shall be drained by pumping or other satisfactory methods system around the exm nor perimeter and install drainage as specified by and be treated to resist corrosion Steel angles for lintels should be a Metal shall be shop bu:h welded together cleaned thoroughly and painted ked and butt oints caulkedlo9 oincea d with batttenistrips d be compound Sand the speckled nail heads and joint compound smooth and HVAC unitioning Uott
to prevent softening of the foundation bottom undercutting of footing or ^eriufacturers recommendations minimum 1 4"thick with at least 3 inch legs with two coats of an anb-rust pruner After installation apply an additional j Ps dust well before priming Interior wags shall receive a primer coat and two FNAC units)shall total be minrmum 13 SEER The system will drai s a
Damages:for the duration of the corstrudion period the contractor shall other actions detrimental to proper constnxbon procedures coat and anti-rust primer in preparation for fish coats coats of flat or semi-gloss paint Surfaces shall be sanded before each concrete pad for the condenser power disconnects condensate drains
assume full responsibility for all damages caused by his workers or Concrete Finishin Re air of surface defects shag b m immediate 07 600-Flashin and Sheet Metal air distribution dux is diffusers and thermostats Central units for au
subcontractors'workers The contractor shall re air and/or re ace all B P ly Masonry Accessories B finish layer s applied
P PI Trenching for underground utilities systems and dram fines shall be after removal oa form or pouring of slob foundation Provide smooth steel Install appropriate flasling at all birds of chimneys dormers walls vent conditioning or ventilation shall be arranged so that a rtlow is as direct as
broken parts,including glass at no additional cost to the owner All trowel finish for all irderior slab areas and re e suAaces Provide broom Flashing-Flashing materials may be bitumious membranes,sheet Division 06 000-Wood.Plastics,and Composites ssible Coordinate location of return air unit
excavated to the required alignments and depths The bottoms of ga g pipes and other onnedion points to prevent the infiltration of water Po
openings due to consbuction in extaner wens and roots of the existing finish texture for all exterior stabs Slo a exterior bo or rc metals or a combination of these Continuous flashing shah be installed at Flashing shall be assembled of 16 ounce hard copper sheet metal Valleys applied Wood-Wood surfaces shall d sanded smooth before r del is I..fr
structure shall be careful otected with tern re closures to trenches shall be graded to secure the required slope and shall be tamped p ev po h slabs
ly pr po ry prevent it necessary to provide a fine pipe bed away from budding at 1l4"of fro in elevation for eve 1'-0'in distance the bottom of the air space Flashing mush lea at or above grade 06 100-Rough Car en applied Pulty areas with a wood based filler where negs or other defects
p ry P b►Y shag be wrapped with 20 vide copper flashing and extend 10-in each Division 16 000-Electrical
the entrance of any water.snow or ce into interior spaces Any damage Flashing should be installed at the heads and sills of all openings and appear in the surface
At garage slab,provide positive drainage and taper lip at garsge/overhead Lumber shall be of live sound stock and properly dried Pressure treated direction from center-Idne of valley Use 4'Mnde x 4'Thigh z 10'bng copper Contractor shall provide mechanical design on an design-build basis
from water snow or ice shall be fully repaired by the contractor at no cost door Patch all voids and depressions exceeding 3/8 inch in any direction wherever the air space is interrupted Flashing should extend through the lumber shall be used where any lumber shall come into ontract with flashing between wall siding and roof surfaces and step flashing between
whatsoever to the owner The contractor shall be required to verity the existence and location of an face of the brick veneer to forma drip edge Where the flashinng is not concrete masonry block or sod and when using as support members for masonry and roof surfaces Keep flashing concealed except where Paint/Stain-Prime wood surfaces including faces edges and ends before O
Clean-u in addition to the normal dean-u each da it is ex fed that underground utilities AU existing utilities shag be marked identified and Curie After lacement,concrete shall be rotected to maintain ro r continuous such as at heads and sins the ends should be turned up decks porches or balconies Lumber for use at exterior shall have a exposed on vertical surfaces or counter flashing installation After installation apply at least one coat of wood primer and 16 200-Electrical Power W
R P Y Pe protected from damage during construction g P P P Pe approximately 1 inch maximum 12 rcent moisture cordent Provide ade uate bred annd two coats of finish paint Surfaces shall be sanded before each finish layer From electrical meter box,install wiring to building Raceways to be
the contractor win keep the entire premises free of debris.discarded moisture and temperature.Protection shall ensure that excessive water q is a ed boned shag be PVC#2 Plastic Eledreal conduit Where rindted \
material etc Back ill as required for all excavation Backfill in layers not more than 6 evaporation does not impair required strength or serviceability of the shoring during the construubon process Studs and'joists cut to install PPI by /
inches in depth and tamper to proper dry density compaction backfilling element Weep holes-Masonry weep holes,each having an area of at least 70 plumbing and/or wiring shall be reinforced by adding metal or wood code nop-metallic sheathed cable may be used Type THW or THWN
shall rot take place until floor framing and plywood is installed mm(01 sq in)are required above flashing in masonry cavity wall structural reinforcing to strengthen member back to originnal capacity and 07 7100-Manufactured Gutters and Downspouts 600 volt insulation conductors shall be used minimum wire size shall be
Galvanaed Metal
Workmanship:it is assumed that all work will be peAorned by workers Install gutters and downspouts per plans Attach every 2'-6"on center #12 Aluminum wire shall not be permitted Wirin shall connect into metal
construction Weep hobs should be located in the head joints immediately maintain structural mtagrrty Holes bored shag not be larger than 1/3 the Before a B
who are skilled and experienced in their respective trades All installations Conrtrector shall excavate to firm solid bearing for all footings walls,etc Cold Weather-During anticipated ambient temperature conditions of 35 above the flashing and spaced at 16"on center de h annd not closer than 2 to the top or bottom of the oist (OC)with stra s and/or fasteners Aluminum should be 25 u e PPMng a finish.remove dirt oil grease and other boss particles recessed electrical
1 P B Wash with solvent If rusted wire brush or sand than panel,as shown on clevel of am documents Electrical Q
shall operate properly in a first-class manner Workmanship shall inform To local authority's requirements and below the frost line degrees F or less concrete temperature shall be maintained above a aluminum copper shall be per plans sennce shall be rated at the appropriate level of amps Wmng from the
to the best trade practices F nished surfaces shall be plumb and level frozen state until a concrete compressive strength of 500psi has been outside meter box shall be SE cable Provide Arc-fault circuit interrupters
straight and free of imperfections and set firmly to accurate 02 500-Utilities reached Where reinforced concrete s dry or protected from moisture in 04 210-Brick Veneer Masonry Wood Species:Douglas Fir-Larch No 2 no substibitions Steel and Iron in circuits re uired b code _
measurements Finished product shall be totally clean and free of Install necessary utility services such as electricity,water gas and oil service or for plain concrete in all service conditions calcium chionde Brick shall be placed in a running bond with joints finished to produce a 07 900-Joint Sealants q y W
Use a 50 ar ware silicon based caulk at h hex rsion/com ressnon Remove all weld splatter Grind all edges,protection sharp corners and Q
covering materials,loose or foreign materials etc sanitary sewerage and support structures for power and communications added to the mixture shall not exceed 2 0%by weight of cementihous concave form unless noted otherwise Ala joints shall be uniform and 3/8 Wood Framing re P welds to a smooth,round contour Abrasrve/sand blast steel and iron
Coordinate re irements with local uti' inch thick unless otherwise noted Detail( such as soldier courses areas wch d around chimneys bee ceramic and around enamel and 16 300-Transmission and Distribution
qu loY providers.All utilfies shall be materials For reinforced concrete subject to other service ondibons rig Floor Framing-Iritormation below pertains to conventional stick framing _ surfaces In areas where blasting is not feasible use power cleaning tool
Extra cha es:will be allowed on when authorized in writin b the a fabricated tubs and showers For exterior windows door frames, Provide and install necessa circuits and breakers fora Dances as y
n9 y 9 Y located underground from street to building,unless otherwise stated calcium chloride added to the mticture shall rot exceed 0 50%by weight of rowlocks,quoins,etc and location of lend*veneer shall be shown m the it pre-engineered trusses are used follow manufactures guidelines for pr Remove dust and sand from the surfaces after sand blasting by brushing ry Z
owner before the charge s incurred cementdious materials construction documents Wall bes shall be hot-dipped galvanized#9 Latex trim,woodwork and other tch w o stainer use a dear or colored stated nn manufacturer s recommendabors per applicable building code
Uhtity Connection Fees paid to a utgdy shall be paid direly by the owner mstallabon Pressure treated lumber shall be used where any lumber shhall Latex based caulk Color span match wood slam or aiM and vacuum cleaning Apply the prase coat as soon as possibe after the r uirements Branch circuits shall be wired with No 12 a wire
gauge wire with l hook on the extended leg to engage or enclose ll be come into contrail with concrete,mason block roof curbin or roof P e ration is coin lete and before the dew int is reached Ag surfaces �� W LL
with no mark-up on the fee ry 9 Pr Pa P Po
General deeming:upon completion of constnutton.the contractor is to gauge horizontal joint reinforcemeht wire Joint reinforcement span be Install GFI circuits with No 12 gauge wore in all wet areas baths and
Warm Weather-During hot weather.attention shall be given to blockng blasted and power-tooted in one day shall be coated on the same day
clean the exterior of the structure and the site,removing all stains,debris, continuous with butt splices between bes permitted Wall bas shall be Division 08 000-Openin s exterior outlets
ingredients,prodhx:tion methods.handling delivering placing.protection B Apply at least one oat of alkyd-type enamel primer and two finch coats
etc Resulting from constnution The contractor shall also clean all interior 02 950-Site Restoration and Rehabilitation located to support no more than 2 square feet of wall area and spaced a O
and curing of oncreta to prevent excessive concrete temperettes or maximum 24'on center horizontal Girders:Install riders nn dents formed in the foundation or on to of
areas of the structure in the areas of new work.Ail glass,inside and out, Topsoil Placement and Grading water evaporation that could impair required strength or ser iceabil of y Provide rope wick weep-isles 9 Po P 08 ere-Wood Doors y y g
rtY the sill ate The let should allow a mtimum of 12"on both sides for Concrete and Mason Goatin s Racevva and Boxes for Electrical S stems-Flexible or ri id conduits
shall be completely cleaned spaced approximately 32 inches on tinter in vertical joins of first course Po Exterior Doors-All exterior doors shall be per plans with copper pan ry B cos in s its and nonmetallic ducts Install conduit concealed in a
A three(3�inch over of topsoil or appropriate son amendment shall be the member or structure arculatiom ��
read uniform over all ouriter flashing and through wall flashing on all exterior warts fleshings arc!weather-tight thresholds InstaA color appropriate Allow masonry,concrete and stucco to age at least one month before areas excluding mechanical and electrical roomslareas.connections to O
Recycling:contractor shall designate a location on site and a sP ly over the soil(9 yards per 1000 sq.ft.)and tilled into the weather-stripping around ail doors cleaning or applying a finish Remove dirt,grease.loose particles etc
hauler/recyaclor for oflection of recyclable/salvage materials from top su((6)inches of soil Topsoil shall be a natural,fertile,friable soil, 03 400-Precast Concrete motors and innediors to surface cabinets Coordinate installation of
04 200-Concrete Mason Sills:Install single solid presste treated lumber horizontally on Where efflorescence has occurred wash with a 10%mimetic solution, conduit in maso work.Unless indicated othenwme do not instan � O
demolition and contrtr uion activities. typical of productive soil in the vicinty obtained from naturally well drained Provide ail labor materials and equipment to provide concrete str ctures ry foundation it not floor joists are present,such as on garage stem walls 1^tenor Doors Irderior doors nibs shag be solo!3/4'Po rinse thoroughly with dean water and allow to thoroughly dry at least one
areas Rototill an areas indicated on plans and on areas damaged by Concrete Unit Masonry Shall be in accordance with ASTM C90 or C145 ja plar pro-hung conduit larger than 2 1/2 inches in concrete slabs Provide a minimum
as called for on the plans Erect precast concrete units and accurately then provide two sill plates Bore holes in sills for anchor bolts units u n o and have case on both sides of the door Casin shall be `^reek before painting or sealing concrete cover around conduits of 2 inches Install connduit free from dents
01 500-Temporary Facilities and Controls instruction,to depth of 4'.removing stumps,all foreign objects and 1500 psi impressive strength.grade N Type 1,hollow core bad bearing ^9 9
install in place with hoisting equipment more than adequate for the loads r schedule Fm r'mted ambs shall not be used and brumes PI ends to O
Tan r Utilities-Contractor to rovide and'install tern re stones larger than one inch diameter Place topsoil on all areas and Use and shag have a minimum net compression strength to maso psi Pr ge to I ug preverd entry of dirt and moisture Minimize
po try p po ry power At completion.units shaA be plumb level and square.true to line.with
incorporate by rototilting into subsoil Use Grade N type 1.specially shapes load bearing concrete masonry Floor Joists:Spao floor joists on Doter(OC)per drawings Joists shag Division 10 000-Specialities crossovers Provide flashing and pitch pockets,making watertight joints
for onstr cation site if required Connect to existing power service without angles and edges parallel with related building lines units ass ified Standard width of mortar'ints for both horizontal and rest on a minimum 1 12"of bear( wood or 3'of mason If ists are where conduits ss thro h roof or wata roofi membranes Route all
pec le ^B ry jo. Pocket Doors-Use Johnson hardware Install into wall as per rP rig
disrupting local service requirements Power feeder service characteristics vertical nits shall be 3/8 inch Joints shall have a full mortar covers a lapped over irder.the minimum amount of la is 12'and rnaxunum 10 300-Fireplaces and Stoves ex sed conduits arallel or rpendicular to buildin lines All frtbn
- shall be coin atible with the service from which it is taken S¢e Seeding-Seed only when weather conditions are suitable All newt' l0 9 B P manufacurer iecomm ns Provide necessary hardware as per P B Q
p type and 03 600-Cast Decks and Undalayment La CMU umb with all courses level ism a overhan m 12"Do not la at wood I•beams Joists shall be installed so Pre-fabricated fireplaces shall be U L approved and installed per shall be UL approved
seeded turf areas shall be free of broadleaf weeds Sow seed with Y PI g pmesh ate comer blocks n 9 P manufacturer recomrnendations
loading shall be per requirements as established by the National Electric Install cemenMious backer-board under ceramic tile.marble and stone comers,window and for jambs Reinforcing mesh shell be installed rn that the end of the sub-floor sheets fall directly on the center of tte floor manufacturer's speafications
Code(NEC)The contractor shall provide main service diisconnect and mechanical spreaders at the specified rate on a calm day Sow one half finishes Use stray ht e e as uide to score sheers face with carbide the three courses above all o enin s and shall extend 3 feet 9 inches joists Nail oists at each bearin not use one 10d nail on each side
over-curen t protection at a onvenient location in accordance with the the seed in one direction and the other half at right anngles Seed shall be g g p g I g po O8 600-Windows Chimney and Flue-Top of Chimney shall be located T-0 taller in Fasten raceways securely in place Firmly fasten within 3 feet of each � W
raked I'ht into tipped scoring knife and snap upward alonhg the score fine Large cutouts beyond each side of opening Mesh shall be installed in every thud course Nails shall be at least 1 12 from ends elevation than a oint within 10'-0'Flues shall be U L a oved and outlet,junction box cabinet or fitting Support every 10 feet
NEC The Cordrector shall provide power outlets for ooutruction i8 y� the sod to a depth of 1/4 inch and rolled with a roller Provide and install necessary windows and appropriate hardware to ^Y P PP►
B ry wee hi not more than 100 unds r use a circular saw with carbide tipped blade of all masonry unit walls Cut block with a carborundum saw Use solid installed as r manufacturers instructions If mull le flues are used in
o rations,with branch Wirin and dslnbution boxes located as necessa B�^g po pe linear foot of tread Keep the operate and lock windows Windows Shan De flashed per hotsewrep and Pe tP
P q surface moist b a fines bad-beanng block when required for structural purpose Exterior Walls-All exterior walls shall be constructed with er drawnn Y eq pr 1 9 g ptacles switches and cover ates as r
and shall rovide flexible war cords as re cued Provide and install Y prey urhti;the grass shows uniform germination P � 3M reimmendatiors the same chimne chase an un cal o action or lief lit of flue above the Wirin Devices-Install race pl pe
distribution equipment.wrong and outlets to provide single phase branch over the entire area Wherever poor germinabon occurs in areas larger Floor Installation-Install over interior wood or concrete sub-floors Provide solid blocking at and-height of all walls For exterior comer joints shack shall be used to safeguard against smoke exiting one flue and construction documents and finish schedules For exterior receptacles
- circuits for wer and li ti than three(3)square feet,reseed,roll and water as necessary to obtain Ensure sub-floor is structurally sound Ensure the sub-floor is not Foundation Walls shall be constructed with per the drawings Completely install(3)studs nnailed together unless using advanced framinng per entering another install gray cover plates When two or more switches or receptacles are W
Pe Bh^9 Division 09 000-Finishes
proper germinetion. damaged Replace any loose.warped or damaged boards Make certain bed CMU with type'M�mortar FRI all cells containing vertical rebar drevnngs Where irderior partitions meet exterior walls.install 2 studs located together.gang with one common faceplate If they cannot be
sub•Roor is clean and flat Exterior grade plywood or hardwood sub•floor (reinforcing steel)with 3000 psi Concrete Reinforce masonry walls with fastened together with blocks approximately one foot long One block is 09 200-G sum Board an d install with a minimum distance between units Install all A,
should be at least 1 14'thick(5/8"minimum)in order to provide fora aced at the bottom one at the to and one about center of the studs 10 800-Bath Accessories B ` 1
Sanitary Facihbes-Exstmg aacitibes shall not be used Contractor shall hot dipped galvanized 9 gauge steel H'wire trussdesign masonry a P Nails or Screws:Nails and screws shag be a minrmum 3/8-and a receptacles at within baseboard,unless otherwise noted At courtiers
Division 03 000.Concrete structurally solid should td free foundation In addition.the se t
provide and maintain rn a neat and sanitary condition such between the psts should not exceed 16"on center In arty case the horizontal wall remforcemeM a rrunimum of every other course and rebar maximum of 1/2'from edges and ends of wallboard end the heads shall �^tractor shall install toilet paper rolls towel bars soap dmpersers and locate receptades at 44'on center(OC)above fmmhed floor(AFF)InstaD
accommodations for the use of his employees as will comply with laws and 03100-Basic Concrete Materials and Methods maximum allowable concentrated deflection of your sub-floor may not (reinforcing steel)Install reinforcing members as recommended by Roof Decking-Provide and install exterior sheathing of APA rated and be seated slightly below the surface without breaking the paper Nails other accessories as directed by Owner switches at 48'on center(OC)above finished floor(AFF)Locate light 7 N cc
regulations Temporary toilet facilities may onsist of portable toilets All concrete work shall be des( ed on the basis of"Stre Des n"in exceed U360 of the span Stagger joints Do not align with plywood manufacturer Provide a 24"x 48'minimum access door to crawlspace ode certified Exposure 1 plywood panels Sheathing shall be installed shall be spaced not to exceed 7"on ceilings or 8'on siderwalls Head switch cover plates 6"from frame of door or omer of wall
Toilet facilities shall be kept supplied and clean and in sanitary condition accordance with AG 332-10"Residential Code Requirements for joints Never allow ail four comers of sheets to meet at one point Appy a Bond beams shall be continuous across all joints and grouted solid over a with the face grain running across the rafters vertical joints staggered diameter shall be a nominal 1,4'with the length 1 12"to penetrate a Tub and Shower Doors
until the completion of the work and then shall be removed from the site Structural Concrete"Concrete work shall be o rtioned in accordance dry set mortar or modified thinset to sub-floor per manufacturer's metal lath grout barrier with maximum grout lifts of 4 0 feet without Nails shall be 8d common or 1Od box nails spaced 6"apart on the ends minimum of 7/8'into nailing member Nags shall meet the minimum Shower doors shall be constructed of tempered safety glass with all 16 600-Lighting
Upon removal the site shall be property cleaned and graded with ACI 301"S cifcations for Structural Conic ate and ACI 211.1" recommendations Fasten backer-board sheets with proper nails or clean-outs Rod all filled cells in bond beams for proper density See and 12"apart inside Install with plywood'W clips between each place of requirements of ASTM C514 and may include coated etched treated or exposed edges polished and rounded Provide necessary circuits and wiring for light fixtures as listed below AU �f.D R
Pe screws every 8'over the ent re surface Keep the fasteners between 3/8- Waterproofing and Damp proofing in Division 7 for waterproofing decking,every 48". annular ring shanks to improve withdrawal resistance Drywall screws lighting shall be switched as noted on consbucton documents For exact �-
Recommended Practice for Selecting Proportions for Normal Weight and 3/4"from sheet edges and 2-in from sheet omers Provide information
Temporary Bamers and Enclosures-The ontractor shall provide Concrete' expansion joints where required shall meet the minimum requirements of ASTM C1002 Bugle shaped Division 11 000-Equipment locations of fixtures,see construxbon documents and finch schedules
bamers to prevent unauthorized entry into construction areas and to Sheathing-Provide and install exterior sheathing of`/,rated plywood heads shag be 0.315"in nominal diameter and contain a Pic 2 Phillips Falure allowances are listed in Contract Documents
protect existing facilities and adjacent properties from damage from 04 400-Stone Masonry panels.For plywood panels nails shall be 8d common or 10d box,6- dmnng recess.Type'W'screws are designed for easier fastening in 11 00 00-Equipment
Concrete slabs,patios.drneways.wens aril toundlations shall be Countertop Installation-Ensure cabinets are level and secure Use
construction operations and demolition Install exterior stone veneer r manufacturers recommendations a art on the ed es and 12'a art on the studs wood
constructed of a minimum 3000 to 3600 psi concrete(see mdrvdual minimum 12�exterior grade plywood positioned across the wood cabinet � P B P 16 700•Smoke Detection Sensors
specification sections for exact psi requirements for each section)28 day Space between plywood supports is not to exceed 16"on center Do net Provide mod(-up sample on site for review showing variation of stone
sizes colors and mortar ttem and color See construction documents 11 450-Residential Appliances Install at least one smoke alarm on every floor of a structure(inducting the
Al ma•Product Requirements test with a 4"minimum er 6'maximum slump maximum au ump tned to 5 align backer board with plywood Appl Sheet ends and edges must m for location and detadin ooff stone veneer ovide flashin where indicated Subflooring-314"tongue and groove plywood sub floor or Advantech ii Joints At gypsum wallboard joirds install a 2 strong cross threaded tape Install electrical or gas appliances as shown on construction documents, basement)and outside each sleeping area Smoke alarms are required in �1
All materials shall be installed m send accordance with the manufacturers -8%No additional water shag be added to concrete after slump test is supported by perimeter framing Apply a dry set mortar or madder-card B pr B called for in the plans shall be installed with screws and approved with a cross tensile strength of 45 Iles per Imeal inch Press a strong good inclding all venting and supply requirements per manufacturers all sleeping rooms according to the NFPA 72 National Frye Alarm Cede®
written specdcations or Material's Institute Standards All Items not recorded Cylinders shall be taken from every batch truck and tested for to plywood per m r nails tecr r s every'over Fasten backer-board sub-floor adhesive.Stagger joints a minimum 2 stud spaces For attic quality tape firmly onto sheathing joints and around openings imbedded in recommendations Mount the smoke alarms on ceilings or high on walls Ceding-mounded
specifically mentioned that are required to make the work complete and compressive strength at 7 and 28 days.Concrete should be a mix of high sheets with proper Wads or screws every 8 over the entue surface Keep Do not use frozen materials or materials maed or coated with ice or frost access,install plywood across all floor joists joint cement At comers and angles,install metal comer beads as alarms should be installed at least four inches away from the nearest wag
o rational shall be included the fasteners between 3/8-and 314�from sheet edges and Y in from sheet do not build on frozen substrates Comply with old and hot weather specfied by manufacturer If comers are rounded,install comer
pe grade Portland cement,clean sand or granular fill and washed gravel or corners Provide expansion joints where required construction r uirements contained in AG 5301 Do not us admixtures reinforcement as re used S read Retractable Stairs wall-mounded alarms should be installed at least four inches but not more
eq q p gypsum wallboard mud re all tape than 12 inches awe from the codin On vaulted ceilm be sure to
crushed stone as coarse aggregate per ACI 530 Maximum aggregate Engineered Lumber-All engineered lumber shag be installed per
Installation and Store e-All materials su lies and a ui ment shall be size shag be'/:.All aggregates shall conform to ASTM C33 Gravel such as calowm chloride surfa comer beads Wads and screw penetrations and where a smooth d cu a wood ri Wide ng with a strop system as shown on construction Y B
9 PP q P Wall Installation-Ensure framm s structure sound Nominal 2�x 4 manufacturers recommendations mound the alarm at the highest point coif the oiling Don't install smoke
B AY surface is needed Apply second oat of wallboard mud after a minimum documents Trim opening with appropriate window casing to match
installed per manufacturers recommendations and per applicable codes should be wen graded and not exceed 1 1/2"in size Water shall not wood or minimum 20 au metal studs must be stra ht o alarms near windows outside doors or ducts where drafts might interfere
and re uirerten is Material stored on site shall be rotected from dame a exceed 512 gallons for each bag unless sand is very dry Concrete shall B i9 Pn encl aligned Mortar-Portland Cement ASTM C 150 Type I or 11 except Type III may 24 hours After drying(minimum 48 hours),sand all joints and other areas intoner trim Confirm size of opening meets local building odes for attic
q p g and spaced a maximum of 16 on center In tub and shower enclostes Micro-Lam Lumber shall have a minimum bending design values(Flo)of to a smooth consistent surface access Provide appropriate pull stung or chain for access with their operation Do not paint apply finish or obstruct smoke alarms e
by moisture wind sun abuse conditions that contribute to mold and be mixed using an approved batch machine or mobile mixer until uniform ensure that the framing is adequately reinforced at the comers Sheets be used for cold weather construction upon approval by architect Provde 2 icr psi and a modulus ll elasticity i 1 m b ndi psi
mildew or any other harmful effects in color and providing a 4"minimum to 6"maximum slump may be installed vertically or horizontally Score and snap sheets to samples of color for approval Provide latex additive per manufacturers 9�
required sizes and make necessary cut outs Ali joint ends and edges written instructions Interior Walls:Sheath walls and ceilings with gypsum wallboard either Division 12 00 00.Furnishings O
03100-Concrete Formin and Accessories must be supported by a structural framing member or added blocking In Parallam Beams and Posts shall have a minimum bending design values vertically with long edges parallel to framing,or horizontally with long O
Substitutions-All ct ma rejec shall be approved by Architect prior to B wet areas,install a moisture banner(such as 15 Ile.Felt)between studs Wall ties shall be hot-di ed lvanized W1 7 diameter ASTM A 82 with ;Fbi 2900 psi and a modulus of elasticity of 2,000 000 psi edges at right angles to framing members Apply one la er of 4,6,9'10 3 T 1 g
purchasing Architect may reject substitutions for any reason and without Provide ail labor materials and equipment necessary for the completion of and backer-board.Install sheets 1/4"above floor,tub or shower n PP y 12 nt-Countertops O
cause the lain and reinforced concrete called for on the lans Concrete when ASTM A 153/A 153M Class B 2 Wall bes shall be located to support no or 12'toot lengths to all wall surfaces Offset jotrrts between layers at least Courtier tops shall be provided and installed per instruction documents
P P Fasten backer-board sheets with proper nails/8 screws every 8 over the more than 2 square feet of wall area and spaced a maximum 24 on 06 200-Finish Carpentry 10" and finish schedules Counter surfaces shall be lued onto 3/4 od
deposited shall have a temperature ranging between a minimum of 50 entire surface.Keep the fasteners between 318"and 3/4'from sheet 9 Py�
01 700-Execution and Closeout Requirements degrees Fahrenheit and a maximum of 90 degrees Fahrenheit edges and 2"in from sheet comers.Set fastener heads flush with the ccen eernhrorizontally and 16•vertically Install additional anchors within 12" Au architecture;trim and woodwork shall be No 1 grade material suitable or appropriate substrate as recommended by manufacturer
surface without overdriving.Provide expansion joints where required P gs jo nts and perimeters Set stone in full bed of mortar with full for appropriate finishes Wood that will be stained shall be clear of knots Ceilings:Apply a single layer of gypsum wallboard across the supports
The execution of all work shall be in strict accordance with these head joints U N O Provide rope wick weep•holes spaced approximately with concealed joints and fasten with nails or screws Offset oints between la rs at least 10 ISSUE
specifications and manufacturers written specifications or Material's Construction of Forms-Construct wood forms of sound material and of j Division 13 00 00.Special Construction
32 inches on center in vertical loins of first course over all counter flashing Nails are spaced 6"on center(OC)with 1 1 4�heads Screws are spaced
Instdute Standards All work not specifically mentioned that is required to the cored shape and dimensions constructed tightly and of sufficient 03 600-Grouts and through wall flashing on all exterior walls 13 000-Special Construction
make the work complete and operational shall be included strength Brace and tie the forms together Make joints and seams Concrete surfaces to receive grout shall be prepared by removing Millwork-Moisture contain for(manor wodfworlk shall be 8 10 percerd to 12"on center(OC)Ceding finish shall be smooth PERMIT
mortar tight Install leakage ontrol materials in accordance with defective concrete,dirt,oil•grease and other foreign matter to achieve reduce excess shnnking Provide and install interior wood trim as shown 13150-Swimming Pools
manufacturers installation instr ctions sound clean conncrete surfaces Adhered(thin)Stone-Install per manufacturers written instructors in construction documents Fire-Rated Gypsum Wallboard:)n garages,around gas water heaters
Codes-Construction shall comply with all applicable notional state and Install flashing over sheathing and behind wether•reststeant sheathing and as required by applicable building codes,install 5/8"Type�X If applicable Install a fully operational in-ground pool system consisting of ISSUED DATE:
local budding codes paper by fastening through shoaling into framing Install lath over Architectural Woodwork•Provide and install custom woodwork as fire-rated gypsum wallboard Nails shall be 1 3/4"long,spaced a maximum plumbing gunde concrete shell valves fitter and healing systems electric
Chamfered Comers-Unless otherwise noted provide chamfered Grouting-Mix up grout per manufacturers recommendations Use a sheathing paper and breathing layer(see details)to comply with ASTM C described on construction documents Pre-fabrcated woodwork should be of 4"on center(OC)around perimeter and 8'on carder(OC)in the fold of controls timers and decking Installation shall comply with all loca,
iffy all dimensions and comers on all exposed corners Provide 3/4 inch moldings in forms for all padded grout float to spread the grout over a workable section of ble Push 1063 Install lath over concrete masonry units to comply with ASTM C s algid below re inal state and national code re uirements includin but not limited to
Measurements-The Contractor shall chick and ve the board B q B MAY 5,2025
chamfenng required the grout diagonaly across the joints to force it down into the gaps Grout
conditions before proceeding with construction Do not scale drawings 1063 Install scratch coat over metal lath 3/8"thick to comply with ASTM permits inspections engineering design.pumps fitters water sappy
all the joints except those needed to allow for expansion joints specfically C 926 Coat backs of stone units and face of scratch coat/CMU with waste water ensure tests water heatin a ui ment electricals tems
Noted dirnersions take precedence pr 9 9 P Ys
Embedded Items-make rovisions for sleeves anchors inserts aloe fixtures between the floor and walls or rots in comers in between Wood Stairs and Railings-Heights of treads,lengths of risers and Water Resistant Gypsum Wallboard:Around showers,tubs whirlpools
P 9 !o cement paste bond coat,then butter both surfaces with setting mortar pool fRtmgs structural foundations and pool safety equipment and
water-stops and other features walls Expansion joints will be sealed with caulk after the grouting process Use sufficient mortar so a slight excess will be foreced out the edges of overall width of stairs shall comply with applicable building codes or as required by applicable building codes,install water resistant drywall signage See landcapsing civil drawings for pool specifics REVISION DATE: REVISION NO.:
Workmanship-Worlonanship shag conform to the best and highest Once the appropriate joints are packed with grout scrap the excess grout the stone units as they are set Tap units into place Rake out joints for Headroom shall be a minimum of 64rmeasured from the front edge of
standards of quality in each trade and shall include all items of fabrication Form Ties-Use form ties of sufficient stren and in sufficient uantites off the surface of the tie with the grout float Hold the float at a shharp angle pointin with mortar to de th of not less 12"Rake joints to uniform the tread to a line parallel to the stair run Stair treads shall be constructed 09 300-Tiling - -
construction and installation All work shall be coin listed skilled q B P 1 Excavation-Excavate pool area and fed lea appropriate bearing surface
P � to prevent spreading of the forms Place ties at least 1 inch away from the and again use diagonal strokes to keep from digging grout out of the depths with square bottoms and clean sides Prepare stone-joints of Sl4 thick lumber risers shall be constructed of 3/4"finish grade lumber Tile Marble,Slate shall be appropriate grade and finish m accordance on undisturbed sod or roe coin
tradesmen and mechanics Installation of all equipment and materials shall ints Clean u the excess rout with a dam s n e and a cos le sbvctural star stringers shall be cortstruded of 2"xm 2"s Glue and na y�a P P rtY Petted base Sod to have minimum
be in strict accordance with manufacturers recommendations finished surface of the concrete Do not use ties consisting of twisted wire to P B P B P surfaces for pointing with mortar be removing dust and mortar particles pplicable building codes and owner requirements Cordrador shall bearing capacity o(2000 psi Remove excess dirt and fill to provde for
loops Leave inner rods in concrete when forms are stripped Space all buckets of clean water Wipe excess grout off the surface of the tiles Where setting mortar was removed to depths greater than surrounding stair assembly together Provide and install detailing as shown in properly clean all surfaces to be covered and install appropriate proper elevation and drainage of pool decking and surrounding area away
form bes equdistant and symmetrical and line up both vertically and using a clean sponge in circular strokes Once the ble surface is clean areas apply a pointing mortar Point stone joints by placing and construction ddocuments Provide shop drawings for all stairs underlayment per manufacturers recommendations Installation should be from pool
Cleaning and Waste Management-Construction site to be in a clean horizontally make another pass parallel to the grout lines to shape the grout lines in compacting pointing mortar in layers no more than 3/8"deep Tool joints carried out with a slow setting cement adhesive well mixed per
and orderly condition throughout the onstruction process Clean interior the joints Smooth the joints down a little below the surface of the ble when pointing mortar is thumbpnnt hard Provde cleaning Division 07 000-Thermal and Moisture Protection manufacturer recommendations
spaces prior to the start of finish painting and the application of other Clean the remaining haze off the surface of the tilo with a sponge or a soft Division 15 000-Mechanical
finishes At the cocluson of construction the project shall be property Cleanouts and Access Panels-Provide removable cleanout sections or rag In 24 to 48 hours after the grout has hardened caulk using a clear
cleaned This should include but not be limited to cleaning the interior access panels at the bottom of all forms to permit inspection and effective tub/shower caulk or one in a color that matches the grout in the areas that Bluestone Patios,Terraces and Walkways-Provide bluestone patios 07 10 00-Damp proofing and Waterproofing Floors.Contractor shall properly clean all surfaces to be covered and
cleanin of loose dirt debris and water material Clean ail forms and walkwa and terraces where shown on drawin s Contractor to su install a ro ate underia Contractor shall prowde mechanical design on an destgn build basis
and exterior glass surfaces exposed to view remove temporary labels B you allowed for your expanson j<+t�and over jmnts that may crack � B PPy AU lotnts and penetrations m walls,floors,and roofs steal)be made PP P^ yment per manufacturers reconhmendabons
stains and foreign substances polish transparent and glossy surfaces surfaces to receive concrete of all chips sawdust and other debris and because of movement Specifically areas between floor ble and cabinet samples of bluestone to be used and provide 3k3'sample of stone watertight using approved methods and materials Waterproofing and 15 400-Plumbing
vacuum carpeted and soft surface areas sweep and mop ale tiled thoroughly blow out with compressed am just before concrete is placed toe-kick between floor or wall the and bathtub or shower between floor installabon on site for approval Bluestone set on concrete shhall be set m damp proofing shall be per drawings Walls:Contractor shall property clean all surfaces to be covered and Plumbing shall be a fully operational system of hot and cold water SPEC 1 FI CATI ONS
surfaces etc Replace fitters of operating equipment Clean equipment and wall file and at the inside corner where two walls meet Fin the joints 1'thick Portland cement bed over concrete slab Bluestone set in sand install appropriate underlayment per manufacturers recommendations Provide and install all piping soil vents drams sewage removal and
bed shall be set in 2-sand bed over 4"crushed stone base Jomts to be
and fixtures to a sanitary condition Gean exterior such as debris from Concrete Accessories-Provde 12 thick by 4 ode brtumineuu completely then smooth them out wtth a damp rag or appropriate tool Slab Foundations-Install a 15md polyethylene vapor tamer m all slabs water supply systems to connect wtth appropriate water and sewage
hand light 0 to 1 4'max p j s tems Provde and install a ro riate insulation around i
roof gutters landscape areas dmeways and waUcs etc Remove all expansion joint material at all surfaces where slabs adjoin rased slab Caulk around plumbing valves sinks and faucets to seal them from water direly underneath concrete La otnts not less than 12 inches and to Thresholds:Install marble slate etc thresholds between room/room at Ys PP P p ping A;;
waste and surplus materials crawlspace or basement stem-wall CMU or poured foundations penetration Glazed ceramic ble surfaces only require grout joints to be and seal in accordance with manufacturers guidelines door openings permits and inspections are to be obtained by contractor
sealed which will provide an enhanced water and mildew resistant surface 04 500-Masonry Fireplaces
Protecting Installed Construction-Contractor to protect all installed 03 200-Concrete Reinforcing Apply a silicone or water-based grout sealer to all joints per manufacturers Install masonry fireplace on poured slab or oncrete block base with all Crawlspace and Basement Walls-Install necessary waterproofing 09 600-Flooring Sewer and Waste Piping-Drainage system shall be Schedule 40 PVC
recommendfabons a minimum of 14 days after grout has been installed cells filled with 3000 psi concrete At firebox area install fire brick on all a or cast iron All connections shhall have PVC cement or a o ate
construction If products or rthatertals come with a protective coating Retn(orang steel(rebar)shall be minimum ASTM A615 grade 60 Ala material system to rxtenor basement walls and aoundation surfaces from Contractor shall property clean all surfaces to be covered and install WP Ppr�
sdes and imbed with mortar Allow for water trap in flue and cast iron joint compound and assembled tight for no leakage Condensate drains
contractor shall mairrtain protective coating until construction is complete reiriforcement splices shall be as follows#5 bars 25"minimum.#7 bars a point 12"below the lowest stab to not less than 6 above fish grade appropriate underiayment or preparation per manufacturers
Contractor shhall replace any items that become defective or damaged 35"minimum All rebar(reinforcing steel)shall be located 3 clear from Non-shrank Grout-Lighty roughen concrete surface for maximum damper Install ash dump it fireplace is on outside wall or as otherwise Install as recommended by manufacturers guidelines Install a minimum 5"recommendations See above for file and stone floor specifications shall be constructed of Schedule 40 PVC Valves shall be Milwaukee
bottom and side of footing and 2 clear from top Locate vertical rebar bonding per manufacturers recommendations Cover concrete areas with specified Detailing such as soldier courses rowlocks quoins etc shall slotted dram pipe with a posdrve outflow around exterior basement wall Brand or equal Building sewer shall be vitrified clay pipe or approved
Operation and Maintenance Data-Contractor to provide Owner with all (reinforcing steel)per drawings All reinforcement splices shhall be in protective waterproof covering until ready to place grout Align and level be shown in the construction documents See construction documents for footings imbedded in a loose fill gravel rmmmum 12 deep Slotted dram Schedule 40 PVC pipe Connection to public sewer system shall comply
- operation manuals warranty information and training on use of systems accordance with AG 318 for'Strength Design"All reinforcement steel components to be grouted and maintain in final position undtl grout complete fireplace details jape should be wrapped with an appropriate geo4echnical fabric to Wood Flooring-Install a single layer of 15 Ile fait vapor harder between with all local requirements Caulk joints or provide neoprene gaskets for
shall be accurately placed rigdly supported,and firmly bed in place with placement is complete and accepted Install forms for grout around bases prevent sift buildup Install other drams necessary for positive sitr sub floor declong and hardwood floors When installing hardwoods over a all sewer Imes Pitch shall be a minimum 1/8"per foot for soil lines larger
bar supports and spacers in accordance with AG 301 and ACI 318 and other spaces to be grouted The tops of such forms shall be one inch Division 05 000-Metals drainage concrete stab install a layer of 314"plywood as underlayment over 6 mil than 3 diameter and a minimum of 1 4"per foot for soil Imes 3 diameter
Division 02 000-Site Construction above the surfaces to be grouted Place grout m accordance with the polyethylene Along walls and permanent objects,install moding to or less Insulate all interior dratn/waste piping with batt insulation for
02 200-Site Preparation manufacturers recommendations Pour rout from one side on until OS 000-Metals conceal expansion area sound attenuation Gay pipes may be used for decorative drama a in
Welded Wire Fabric Renforcing B y Felt On all roof surfaces install a minimum No 15 asphalt impregnated B �
Contractor shall follow soil and erosion control plan and Best Management Welded wire fabric shall be 6x&10x10 and conform to ASTM A105 and be grout nses at least one inch above the plate on opposite side or said plate Contractor shhall review construction documents and provde labor and rooting fell For roofs thhat are steeper than a 6 12 pitch use a single layer yards
Practices(BMP)of Authorities Having Jurisdiction located in the center of the depth Install at stab on grade conditions Neatly trowel edges of grout base tapered at an angle of 60 degrees materials pertaining to metal work as required in said documents and as of felt For roofs with less than a 612 pitch install a double layer of felt and Pre-finished:Wood flooring shall be tongue and groove construction and
specified herein while complying with an applicable building codes overlap a minimum of 18 Overlap felt a minimum of 4-verticaly and 12 true square edged for a flat smooth surface Wood flooring can be Water Pipes-From public water line install Type"L"or"K'1 5
- horizontally Continue felt 6"up all vertical surfaces and 4 over gutter and
02 OF 07
GENERAL STRUCTURAL NOTES
POST(S)ABOVE BEARING ON HEADERS OR BEAMS BELOW SHALL HAVE A"BC POST BASE,TYPICAL COL.+BM. Evan Sakofsky
Table A-3.4A Rafter and/or Ceiling Joist Top Plate Lateral and Shear Connection Table 3.22E Jack Stud Requirements C
1 ALL HARDWARE SPECIFIED AS SIMPSON STRONG TIE Requirements-Exposure C 1" 1° ,
2 FOR SLOPED AND SCREWED CONNECTIONS USE LSU LSSU/LSSUI FACE MOUNT HANGERS (For Headers in Exterior Loadbearing Walls)
3 ALL POSTS SHALL BE SUPPORTED DOWN TO BEARING STRUCTURE TYPICAL POST OF EQUAL (Prescriptive Altemat•ve to Table 3.4) -- -- __ _-_ G o POST ABOVE VARY-
3 R C H I T E C T
STRENGTH Roo Lone ��Snow� (SEE PLAN)
4 PROVIDE MIN(2 2X10 HEADER WITH SPACER IN BETWEEN OF RIGID INSULATION U N O AT ALL NEW TlmeSecondGust Wind Spud 2o Par) 30p,r soosf 70par COL.+ BC POST BASE(SEE
as 90 100 110 120 130 too Iso Header MFTR CATALOG FOR
_ WINDOWS/DOORS C •o
5 PROVIDE POSTS UNDER ALL VALLEY RAFTER ENDS,HEADERS,AND RIDGES Rartar/CetllogJoin WallHeign Numberor8dCommcmNaibor10d Box Waib(Toerwikd) 3' a.s- s• 6- r a.s• s 6• -2 as r -2 .2 a.s• r 6 0 o SIZING)
6 ALL LVLS TO BE UPSET/FLUSH WITH FINISHED CEILING U N.O.OR IN WALL CAVITY Spacing(io.) (ft) Requited to Each Ra acrandlaCeihag Joist to Top Plate Coa«dion'"" BEAM VARIES IN 1 1 Berkley Lane
7 USE SIMPSON HEAVY DUTY HANGERS AT ALL FLUSH LVL BEAM CONNECTIONS _ Header Hinder NumberofJnckSh&Required a1 Each Endofthe Header r WIDTH/DEPTH Rye Brook-New York
8 ALL CONNECTORS IN PRESSURE TREATED WOOD SHALL BE G185 HOT-DIPPED GALVANIZED OR 12 a 2 2 3 3 3 3 3 3 Suppo�u8 sass(fl.) 1 SEE PLAN 10573
10 2 2 3 3 3 3 4 4 2 1 l 1 l 1 I t I 1 I t 1 1 I I I FRONT VIEW SIDE VIEW
STAINLESS STEEL
16 6 3 3 3 4 ♦ 4 4 • 4 i I I I 2 I I i 2 i I I 2 2 2 1
9 POSTS SUPPORTING BEAMS FROM MORE THAN ONE DIRECTION PROVIDE SIMSPON CC CAP 10 3 3 3 4 4 4 s s 6 2 1 1 1 2 2 i 1 3 z 2 z 3 2 2 2 DETAIL:TYPICAL COLUMN BASE PLATE DETAIL TYPICAL POST ABOVE ON HDR BM(BC) 516.314.1385
10 ALL FRAMING LUMBER SHALL BE GRADE-STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO 2 24 a a 4 S s 5 S 6 6 Roof and 8 2 2 2 1 3 2 2 2 3 2 2 2 4 3 3 2
OR BETTER 10 4 4 S S 5 6 Ceiling 10 3 2 2 2 3 2 2 2 4 3 3 2 5 4 3 3
11 ALL LVL'S SHALL BE 1 3 4 WIDE,MINIMUM 1 8 E.U N O Prescriptive limits am bawd anerwmplioesin Table 34 12 3 2 z 2 4 3 z 2 s 3 3 3 6 4 4 3 COL.LC %*STL.
12 ALL SHEATHING TO BE APA RATED,EXPOSURE 1 OR ZIP PANELS AS NOTED Tabulated connection g Exposure C. 14 4 3 2 2 a 3 3 2 s 4 3 3 7 5 4 4 PLATE TYP. BUTT LINE
requirements sawai a building located in 16 4 ] S 2 5 l 3 3 6 4 4 3 a 5 5 4
13 ALL SUBFLOORINGTOBEAPA RATED PLYTANIUMSTURD-I-FLOOR EXPOSURE 134 MINIMUM When«1UagjoWt:arofnstsUedparalWtomRers,the sum oflhetocrimbin the reft and ceiagjobtsball equal arexceedOro WITH Ye"
THICKNESS ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING GLUE AND SCREW mg 2 1 1 1 1 1 t 1 1 1 1 1 1 2 1 1 t
tabulated aired. MIN.GAP
a 2 1 I 1 2 1 I I 2 2 2 1 3 2 2 2 .'leer t� IDGE BEAM
PLYWOOD S UBFLOOR TO FLOOR JOISTS To ovoid sp11UIu&no mole than R toccals shall be installed in each side of a mfler or ceiling joist when fastened to a 2x4 top Roof,Cedmg, 6 2 2 2 1 3 2 2 2 3 2 2 2 a 3 2 2 ^ lit"MAX. (SEE PLAN)
14 SEE DETAILS ON SHEET S-1 FOR STRUCTURAL CONNECTION DETAILS CONTRACTOR TO PROVIDE plate or toetalls In each side when futeaed to n 2x6 asp plate. and One a 3 2 2 2 3 2 2 2 4 3 3 2 5 3 3 3 GAP
CONNECTIONS AS SHOWN ON SHEET S-1 U.N.o Center 10 4 3 2 2 4 3 3 2 5 3 3 3 6 4 4 3 I
15 PROVIDE BLOCKING AT PERIMETER OF ROOF SHEATHING PANEL EDGES PER CODE Table A-3.6A Ridge Tension Strap Connection Requirements for Wind- Bearing Floor 12 4 3 3 2 5 3 3 3 6 4 4 3 7 5 4 4
16 PROVIDE RIDGE TENSION STRAPS AND UPLIFT ANCHORS AT EACH RAFTER Exposure C 14 s 3 3 1 5 4 3 3 7 5 4 4 8 6 5 4 �f-
_ 16 5 4 3 3 6 4 4 3 a S 5 4 9 6 6 S
17 PROVIDE UPLIFT CONNECTOR AT EVERY RIDGE BEAM TO POST CONNECTION (Prescriptive Alternative to Tab a 3.6) 2 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 �6' 8 \----ECC06X POST CAP
18 PROVIDE CUSTOM HANGAR AT ALL MULTIPLE LVL TO FLITCH PLATE CONNECTIONS PROVIDE -- 4 2 2 2 1 2 2 2 1 2 2 2 1 3 2 2 2 DETAIL TYPICAL CONT GIRDER COLUMN CAP PER RIDGE/POST
Dead Load Anamptionr Roof Assembly DL-1 psi 6 3 2 2 2 3 2 2 2 3 2 2 2 4 3 3 2 DIMS.(SEE MFTR
ARCHITECT WITH SHOP DRAWING PRIOR TO FABRICATION OF FLITCH PLATE a d�e�'ag, g ♦ 3 3 2 a 3 3 2 4 3 3 2 s 4 3 3 *ALL INTERRUPTED GIRDER SPANS SHALL BUTT AT CATALOG)
19 ROOF SHEATHING ATTACHMENT SHALL BE 8d COMMON NAILS OR 1Od BOX NAILS AT 6 o C AT TlmeSnood Goat Wind Speed(mph) 8s 90 100 110 120 130 14o Iso to
5 3 3 3 5 3 3 3 5 4 3 3 5 4 4 3 COL.C
EDGE SUPPORT OF PANELS AND 12'O.C.AT INTERMEDIATE SUPPORTS EXCEPT AT PERIMETER Roof Span ,,1 1 Span Floor UAIF t2 5 a 4 3 5 a 4 3 5 4 4 3 a 5 s 4 RIDGE POST
Roof Pitch Nitiaber of ad Comm an Nails or lOd Box tls m E Fi o or 1.1/4 Stier
ZONES(4 FEET OF PERIMTER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF THE ROOF R ° 14 6 4 4 3 7 s 4 4 7 s s + 9 6 s s COL LC (SEE PLAN)
PEAK OR HIP).IN WHICH CASE NAILS SHALL BE AT 6 0 C AT INTERMEDIATE SUPPORTS 12 2 2 2 3 3 4 a s 16 7 5 s 4 7 s 5 4 8 6 s 4 to 7 6 5 COL +BM BUTT LINE WITH
20. WALL SHEATHING ATTACHMENT SHALL BE 8d COMMON NAILS OR 10d BOX NAILS AT e o C AT EDGE 16 2 2 3 3 4 5 6 7 2 1 1 1 1 1 1 1 1 2 1 1 1 2 1 1 1 C
SUPPORT OF PANELS AND 12 O C AT INTERMEDIATE SUPPORTS.ALL WALL SHEATHING SEAMS TO 20 2 3 3 4 5 6 7 a Roof Callw- 4 2 2 2 1 2 2 2 1 3 2 2 2 3 2 2 2 X"MIN.GAP
_J _1\r_J
312 24 3 3 4 S 6 7 8 and Two 6 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 h"MAX.GAP SIDE VIEW FRONT VIEW
BE FULLY BLOCKED m
„ 28 3 4 5 6 7 a Center a 4 3 3 2 4 3 3 2 5 3 1 3 5 4 3 3 INTERSECTING U1
21. PROVIDE 1/2 DIA.HOT-DIPPED GALVANIZED ANCHOR BOLTS CONNECTING SILL PLATES TO 10 s 3 3 3 5 4 3 3 6 4 4 3 7 5 4 4 DETAIL:TYPICAL POST CAP AT END(ECCa6))
sz 3 4 s 6 a - Bearing COL+ MEMBER WIDTH
MASONRY OR CONCRETE FOUNDATION WALLS.EMBED ANCHOR BOLTS MIN 7 INTO CONCRETE 36 4 4 5 7 9 12 6 4 4 3 6 4 4 3 7 s 4 4 8 5 5 4
Floors C VARIES SEE PLAN COL C
OR FULLY GROUTED CMU PROVIDE SIMPSON BP 1;2-3 BEARING PLATES ANCHOR BOLTS SHALL BE 14 7 5 4 4 7 5 4 4 a 5 5 4 9 6 6 s L
LOCATED AT 8'-0 0 C MAX AND WITHIN 12 OF CORNERS.EACH SILL PLATE SHALL HAVE MIN TWO 16 2 2 2 3 4 4 5 6 16 a s s a 8 s s 4 9 6 s s Io 7 6 s � BUTT LINE O
ANCHORS 2 2 I I i 2 I I I 2 I I 1 2 2 I I 8 8 Z UJ
20 2 2 3 4 4 S 6 7 4 3 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2
412 24 2 3 3 4 5 6 7 a Roof,Ceilin& 6 5 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 X2"MIN.GAP
.� )�"MAX
23 ] 3 4 1 6 7 9 9 and Two 5 6 4 4 3 6 4 4 3 6 4 a 3 7 5 4 4 DETAIL TYPICAL 3-WAY GIRDER COLUMN CAP GAP \
Table 3"1 Nailing Schedule 32 3 3 4 s 7 a 9 Claarspan 10 7 5 5 4 8 5 s 4 8 s s 4 8 6 S 4 *ALL INTERRUPTED GIRDER SPANS SHALL PUTT AT W
36 3 4 S 6 7 9 Floors 12 9 6 5 S 9 6 6 5 9 6 6 5 10 7 6 5 `L RIDGE BEAM
12 1 1 2 2 2 3 3 3 14 10 7 6 S 10 7 6 5 11 ' 7 6 I1 8 7 6 COL C (SEE PLAN)
Numberof Number of 16 1 2 2 2 3 3 4 4 t S6 12 B 7 6 12 8 7 6 12 a 8 6 13 9 8 7 COL.LC Q
Joint Description Common Nalii Box Nails Noll Spactra Jack stud merits am based an a roof COL+BLA
_ mgaire span(tY)of)6 led Far otltn roof span,the tabulated number oflack sods required at each end of the header `•
ROOF DIIASyID4G 20 2 2 2 3 3 4 S S shall be multiplied by(w+12)148
C BUTT LINE WITH
MIN.GAP _
_ s 12 Za 2 2 3 3 4 s 6 e a Where the aiwnba of jack studs equals 1,the header shall be permuted to be supported by a fuming aaclior amehed to the fln[I�e+ght wall stud )�"MAX.GAP CC06X POST CA Q
Ratter to Tap Plate(Toe arise) (see Table 3.4A) (see Table 3.4A) per rally 21 2 2 3 4 6 7 s An equivalent number of fall height suds are pemnttod to replace jack studs,when adequate gravity connections arc provided, rD PER RIDGE/POST W
CelingJoist to Top allelR leer(Face-nailed)
(see Table3.4A) (see Table3.4A) each
32 2 3 3 4 5 6 7 8 - INTERSECTING DIMS.(SEE MFTR
Ceiling Joist to ParMO% Rafter ns(Fnaned) (see Table i:19A) (we Table3.9A) each lap 36 3 3 4 s 6 7 a COL.+ MEMBER WIDTH CATALOG)
Ceiling foot Laps Over Partitions(Ease-naSlax!) (smTabla 39A) (see Table 3.9A) each lap
BlockngtoRCollar Tic to Rafter
(Pose-wailed) (s«Tab1e36A) (:<a Table 3.6A) per ticcub end 16 ' ' 2 2 2 2 3 3 Table 3.23C Full Height Stud Requirements for Headers or Window Sill Plates in C VARIES SEE PLAN
BlocicinstoRalher(1'oo-rmde� 2-8d 2.10a easUeoe 16 1 z z z 3 3 4 4 g q m RIDGE POST(SEE PLAN)
Rim Board to Rafter(Ene waded 2.16d 3.16d cads end 20 z 2 2 3 3 a 4 S Exterior Walls Resisting Wind Loads-Exposure B ill C LL
WALL IFRAMING 6.12 24 2 2 3 3 4 4 5 6
29 z z 3 4 a s 6 7 wan stud Spacing(tn.) 8 8 .�8' 8`�' O
TopPletetd(Face-a(Faeenailern 2.16d' z-led' pa ram 32 2 3 3 4 S 6 7 a 12 16 24 DETAIL:TYPICAL 4WAY GIRDER COLUMN CAP
Top Pl.ra iu tneetseetlona dace waded) 4.16d 5-16d jousts rash.side Number of Full Haight Stud Requited at Each FRON Ll T VIEW SIDE VIEW Y
Sid to Stud(Facrrmiled) 2-16d 2-16d 24`east 36 2 3 4 ♦ S 6 7 8
Header to Header(Faeanailed) 16d 16d 16 Wo.along edges 12 1 1 '1 2 2 2 3 3 Header Span(fl.) •
Fstdor the lieade� ALL INTERRUPTED GIRDER SPANS SHALL BUTT AT O
Top or Bottorn Pbtc to Ste(End-nailed) (ace Table 3SA) (see Table 3.5A) per stud 16 1 1 2 2 2 3 3 4 2 I
COL.C DETAIL.TYPICAL MIDBEAM POST CAP(CC06X) O
20 2 2 2 3 3 3 4 S 4 2 2 BmromFbtewFt°°rj°bt e"'djont'F"aloat°r 2'16ay 2-16a" Paw« 712Iz.12 24 2 z 2 3 3 4 s s 6 3 3 z 2x CONT.NAILS MIN.ATTACHED W/
Blocking(F.ce n,ile� 2a 2 2 3 3 4 5 S 6 8 4 3 2 SELF-TAPPING P.A.F.®9"O.C. O
FLOOR f7RA114INC 32 2 2 3 4 4 s 6 7 10 S 4 3
loinwSill,TopPlatearGrrder(Tbenaitd) 4-ad 4-IOd perjaut 36 2 3 3 4 5 6 7 8 12 6 5 3 t1YP STAGGERED W/1Y4"EDGE DIST.
Bru fti ug to Joist(Toe-mtled) 2-3d 2 IOil each end I Tabulated cermeetion requirements shall be permued to be muhiplied by 0.73 fbr not lowed vnthin a led of bulls ing 14 7 6 4 ( ) 12 MAX 4 F.F. Q
16 a 6 4 2"MIN.
dung to Jota(Too-nailed) 2•Sd 2•lod each end camas • •
Blocking to Sill or Tap Plate(Toerailed) 3-16d 4-16d each block
Ledger Strip to Gleam(Face-aeiled) 3-h 6d 4-I6d each joist r Tabulated ridge conneaimi loads*stare a building located in Exposum C I The number Mull height studs required at each erd of the 2l¢"MIN.
Jost an Ledger to Bea,(roe nailed) 3-8d 3-10d per jalst s Tabulated connection mijumaaems arc based on nasal uplift minus O 6 or rho morassembly dead bad(0.6 x 10 P34 header sban be permitted to be redatxd in accordance w th • • END OF TJI FLOOR
Band Jain to Joan(End-nailed) 3-16d 4.16d per joist t Tabulated connection the requirements of Session 3.4.1 A.2 and Table 3 23D 2h"MIN. MEMBER JOISTS W W
Band Joist to Siu at Top Pima(Toe-natled) 2-16d' 3.16d per foot requirements am hated oo a I2 ace ridge alma spacing for difksmt ridge stop spacings,rmhiply Ole • •
tabulated vahtta by the appropriate multiplier below: 2"MIN.
ROOFSAEA733>rIO Ridge Stop Spacinig(in) 12 16 19.Y 24 43 SIMPSON LBV TOP
Structural Panels FLG.HGR. JA
Diagonal Board Sheathing 8d l0e (sceTable3.10) t Multiplier 1.00 1.33 160 2.00 4.00 Table 3.24C Jack Stud Requirements for Headers In Interior Loadbearing Walls W
I"x6"or I":8 When the tabulated number of naib required in each end of the stop s equal to I and the framing is anached in accordance with -- _._-__------
2-ad 2-IOd per wmwt Table 3 1,the ndge strap and additional nailing is not mgwrcd
I"x10'orwider 3-8d 3-tOd Pecs d RoofSpon(R.) WF BEAM
When a collar tie is used is Neu era ridge soap,IlK number of IOd esloimoi imlt required in each ere of the cola:to tared not
CFJL04G SEMA7MG ennead the tabulated number of ad common nails in a sled strap,w the number of 12d box nails In cacb end or the eo!bir ace 12 24 36
-Gypsum Wallbcard-- Sdcoolers Sdcookn 7-edge/to-field need not exeeadthe ubulatednumber ofl0d box mllsinastedstop Head=Width DETAIL.STEEL BM WITH NAILER AND LEDGER
WALL SHEATHING r 1-1/4.20 gsM rrdgo sap shall be of AM A653 grade 33 steel w equivalent. 3" 4.5" 5" 6" 3• 4.5" 5" 6• 3' 4.5" 5 6' 3 U!
a:
2.2x 3-2x 4-2ti -24 24 4-2x err 2x 4-2x
Structural Pa-x Fiberboard Panels
8d hod (s«Table3lq ASSEMBLY A ASSEMBLY B ASSEMBLY C D
FilerbouePanels Top Plate Sallee Requirements for Wind-Exposure B t't C- 11 Other Cases Header Supporting Header,an Number ofJack Studs Required at Each Fledoftho Header'' SDS25312 SDS25412 SDS25600
7/16' 6d' 3-edge/6•field
2wr Span(III
id' 3'edge/6•field _ -
oypsanwe111soard Sdixnolere id coolers 7'edge g1pb"'aD1ai="kO(°) tdldaionspileeteagph(fifu 2 1 1 1 1 1 1 1 1 1 1 1 DETAIL TYPICAL JOINING MULTIPLE LVL MEMBERS
dge/IC field - 4 1 1 1 1 1 1 1 1 I 1 1 t
Hardboard gee sd 16 2 *FASTENERS SPECIFIED ARE SIMPSON STRONG-TIE
Particleboard Panels gd 8d (see 3.1 c 16 J 6 i I 1 1 1 1 1 1 2 I I 1 It BEGIN BOLT TYP 0LT PATT
(a«manutaeuav) m 4 oneFlaorOoly 8 1 1 I I 2 I 1 1 2 2 z 1 STRONG-DRIVE SCREW 5/8"THRU BOLTS®12" STAGGERING
(Center Bearing) 10 i 1 1 1 2 2 1 1 3 2 2. 2 *STAGGER SCREWS ON OPPOSITE FACES EA END U.O.N
Diagonal BoydSlwdimg rA 4 STAGGERED(EXCEPT AT ENDS
t*x6•orl"xg• 2-8d 2.1Od pernrypot 2s 5 12 1 1 1 1 2 2 2 1 3 2 2 2 SEE ELEV.) 0 0 0 2Xt MIN
I"x10"orwnder 3.84 3-I0d Persuppon 32 6 14 2 I 1 1 3 2 2 2 4 3 3 2
FLOOR HHEATIitING 36 7 16 2 1 I 1 3 2 2 2 4 3 3 2
Structural Pwtab - FLTCH PLATES.
ro a 2 ! 1 I I I I I t 2 I 1 I (3)0'4"LVL W/(2 END 0
MEMBE •.
1•orless ad low 6•edga/Irfiidd so to 4 1 1 1 1 2 1 1 1 3 2 2 2 0 0 0 •
i10 12 6 2 1 1 1 3 2 2 2 4 3 2 z SEE PLAN FOR 2Xz"MIN s
greater than i 10d 16d 6-edge/6"field 70 t4 SIZES
Diapral Board Sheathing Two Fiscus a 2 2 I 1 3 2 2 2 5 3 3 3 12 12
lYP
t7t6'orl"x8' 2.8d 2-I0d per support
a0 16
(Center Beanag) 10 2 2 2 I 4 ] 3 2 6 4 4 3
3 MIN
17t10"or v►Jder 3.84 3.1 Od per support Tabotmd splice knyb amine tap phio-to-ep pfsc connection using 2.16d 12 3 2 2 2 3 3 3 3 7 5 4 4
' Wlia uitewientsambasedanwen: naitpafoot.For sbwicrramkagft%thn sail spdngsWbereducedinader 14 3 2 2 2 s a 3 3 9 5 5 4 DETAIL TYPICAL FLITCH BEAM ASSEMBLY
edge g ran ns.rung mike i inches on-center al the pond edge.lbe do bled.or a t nailed 3 rectos,s•such
a>n the to pro.do an equr"ient camber ofimla 16 4 3 2 2 6 4 4 3 9 6 5 5
panet.shall eusedobtain tu higher *ALL BOLTS SHALL CONFORM TO NOS STANDARDS
gb capacures,coding requirements for mvnettual rtnanibera shall be doubled,or alternate connectors,wch as hear 'TsG.lamd seam knailn asstano a bm3ttiog heeled m F�.,etaiim e o C Where the timaba of jack ands equals,the bade dull be permitted to be supported by a fuming anchor attached to the full-
Whes.shall be used i caiatam tiro load path 'Tap nila cs d ain to a minimum ofmd grade material. height wall stud O
' When wall sheathing is moiniious over corrected members,the tabulated number of rule doll be ptrraittsd to be reduced b I-l6d nee,I per foot
' Corrosion resistant 1 I gage roofing nails and 16 gage staples an permitted,check BC for additional requirements Tcy►hna apibe,01116 An egwva ent member of hill height studs are permitted to replace jack studs,when adegmte gravity connections arc provided 1
12 MAX 1
Table A-3.48 Uplift Strap Connection Requirements-Exposure C 1# TYPICAL SEE HANGER LOAD
TRANSFER FASTENER
(Roof-to-Wall,Wall-to-Wall,and Wall-to-Foundation) 1)¢"MIN. . . . . • • • SCHEDULE FOR
(Prescriptive Alternative to Table 3.4) REQUIREMENTS
WF BEAM SEE PLAN 3"MIN. •
DtadLttad Aaumplinac Roof/Cahog Asumb.y DL=I5 par NOTE GIRDER"x117i�"LVL oi"MIN. '•'•'•' '•'•'•' PROVIDE CONN.DETAIL ISSUED FOR:
�"TOP PLATE CONTRACTOR SHALL PERMIT
Three Second Gust Wind
«d T as 90 too 110 120 130 lad +w STAGGER FASTENERS IN 2 ROWS �"STL PLATE COL. FOR REVIEW PRIOR TO
ALL EXISTING STRUCTURAL y CAP CONSTR IF NOT
INFORMATION IS ASSUMED BASED LEDGER Z • 2 ROWS-4"A325 SHOWN/SPEC'D ON DWG ISSUED DATE:
FramingSpacing in Roof Span Numbs of 8d Common Neils or IOd Box Neils CV 2 W LU NOTES
°a 8( ) 00 in Each F.ndof1-114•x20 gage Slrap',UA UPON FIELD OBSERVATION AND �P 1 VERTICAL PLACEMENT OF BOTTOM ROW OF ,�_ BOLTS
WILL BE VERIFIED IN THE FIELD 0 FASTENERS FROM TOP OF LEDGER TO BE 5 5 MIN MAY 5 2025
12 1 1 2 2 3 3 4 4 BY THE CONTRACTOR AND o 0 O O o O Z
16 1 2 2 3 3 4 4 S ARCHITECT DURING THE o 0 0 0 FOR 2x8,6 5 MIN FOR 2x1o,AND 7.5 MIN FOR 2x12 3/16-
20 2 2 2 3 3 4 5 6 DEMOLITION PROCESS 2 FOR 2x8 LEDGERS MIN.PLACEMENT OF BOTTOM STEEL SIZE VARIES DETAIL TYPICAL HGR CONN TO MULTIPLE LVL MEMBER
12 24 2 2 3 3 4 5 6 6 CONTRACTOR SHALL NOTIFY v Z FASTENERS MAY BE REDUCED TO 4 5 IF LAG 3r� REVISION DATE: REVISION NO.:
c� SCREWS ARE USED OR BOLT SPACING IS REDUCED PIPE COL 0 VARIES SEE PLAN •FASTENERS/HANGERS SPECIFIED ARE SIMPSON STRONG-TiE
2s z 2 3 a a s 6 7 ARCHITECT IMMEDIATELY 2 MIN LAG SCREW OR BOLT *STAGGER SCREWS ON OPPOSITE FACES
32 2 2 3 4 S 6 7 8 OF ANY DISCREPANCIES WITH TO THAT OF LAG SCREWS TO ATTACH 2x8 LEDGERS SEE PLAN - -
36 2 3 3 4 6 7 9 THE EXISTING CONDITIONS TO 2x8 BAND JOISTS *REFER TO MFTR.CATALOG/TECH.BULLETIN FOR STAGGERING
12 2 2 2 3 3 4 S 5
OPTIONS
16 2 2 3 3 4 5 5 6 DETAIL, PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
20 2 2 3 4 4 5 6 7 HANGER LOAD TRANSFER FASTENER SCHEDULE
16 24 2 2 3 4 5 6 7 8 PER IRC FiGURE R507 2 1(1) HANGER Ma PLIES NM FASTENERS FASTENER
28 2 3 4 5 6 7 8 SDWF CONNECTOR AT 40"O.0 HU 1.75 DBL a SDS25312
32 2 3 4 5 6 8 9 4'Oft a 12• L75 TPL 10 SDS25412
SSP®EACH STUD wouAT ALL EXTERIOR WALLS HILTi KWIK BOLT III STRUCTURAL
L75 QUAD 12 SDS25fs00
36 3 3 4 5 7 8 xiatiKi-cwn -0 EXPANS(bN
ANCHORS W/6"MIN hints 1.75 DBL 12 SDS25412 NOTES
�M� LSTA STAP EVERY OTHER RAFTER EMBED.(TYP) 1.7s TPL 16 snszs4lz
- 32"O.C. SEE TABLE FOR NUMBER OF L75 QUAD 1e SDS25600
CONNECTORS WHICH WILL DETERMINE LENGTH 3r� 11"01"xh"BASE HGUS 1.75 DBL 22 SDS25312
t/ PLATE TYP
EliD ` 1.75 TPL 30 SDS25412
�1 E HGU 1.75 DBL 30 SDS25312
a
ROOF RAFTER(SEE e e
o PLAN) �? ° a 44 SCHEDULE HANGER LOAD TRANSFER
o • t•tti
o H2.5 CUP EACH RAFTER(ONE MIN.) • • • • o • *SCHEDULE IS FOR 9.25"-14"LVL'S(EXCEPTION 9.25"-9.5"
Lower oeau LVL N/A FOR HGU)
DOUBLE TOP PLATE
p1O;h;•„ *STAGGER SCREWS ON OPPOSITE FACES
MIND
*REFER TO MFTR CATALOG/TECH BULLETIN FOR STAGGERING
4•N` FTG SIZE+NO REBAR VARIES OPTIONS
SEE PLAN"SCHEDULE FOR INFO
DETAIL TYPICAL RAFTER TO RAFTER TENSION STRAP(SSP) DETAIL TYPICAL RAFTER TO TOP PLATE(H2 5) DETAIL TOP PLATE STUD TIE(SSP) DETAIL FLOOR TO FLOOR CONNECTION(SDWF) DETAIL TYPICAL LVL WIDE FLANGE GIRDER TO COLUMN
03 OF 07
Evan Sakofsky
ARCH I T E C T
11 Berkley Lane
Rye Brook•New York
10573
516.314.1385
W �
w �
Vmma SECOND ROCK Z
rr--———————————— 19 >
n, =,Tr= r___1 r17_1 �r_ _1 r_1
®Fm
® II I I I I I II II I I II -
1I I I II I I I I I II II I W
III II II I III I II II III III III III III 'I
III II II I III I I'll III III III III III
111 iL=J —JIL— L—JI lull 11 JILJILJ11 W
y 1 11 OMINGaRSTFLOOR Q
--- - -- --- Z
II II \ Fr -T� rl
I I I I I I I I I W LL
II II �� II I I I I I I I I I CC
REMOVE EXSTG DOORS&
WINDOWS WHERE INDICATED REMOVE EXSTG DOORS O O
III P=r I I n REAR DEMOLITION ELEVATION
1 I I `REMOVE EXSTG DECORATIVE
I 1 REMOVE EXSTG I I POSTS&DIVIDERS
REMOVE INTERIOR 11 I FIXTURES,FITTINGS.11 w
DOORS&WALLS 11 1 1 1 1 1 CABINETRY,& I
WHERE INDICATED 1 J L J APPLIANCES U)
REMOVE EXST G WALL- < > I I W
PROVIDE TEMPORARY SUPPORT
FOR FLOOR ABOVE AS NEEDED
A H-1
V REMOVE STAIRS FORI I REPLACEMENT N �+
REMOVE IXST'G WINDOW -
FOR RELOCATION
I I REMOVE&SALVAGE
II I I EXSTG WASHER&DRYER
I I Q� IC
"all
J t1�
T FLOOR DEMOLITION PLAN 1(DlL4
1-0 71 1 ap
oammG SECOND FLOOR
r ISS
I I
I
L I PERMIT
I I
J ISSUED DATE:
ewsnNaFRSTFLOOR
MAY 5,2025
REVISION DATE: REVISION NO.:
REMOVE&SALVAGE EXSTG
WINDOW FOR RELOCATION
LEFT SIDE DEMOLITION ELEVATION DEMOLITION
DEMOLITION NOTES 3 1/4 1-0 PLANS &
1 ALL DASHED ITEMS ARE TO BE REMOVED TYPICAL.CONFIRM WITH OWNER PRIOR TO DEMOLITION ELEVATIONS
ANY ITEMS THAT ARE TO BE SALVAGED FOR RE-USE
2 DASHED WALLS ARE EXISTING WALL STRUCTURE TO BE REMOVED TO THE EXTENT REQUIRED FOR
THE NEW DESIGN COORDINATE NEW OPENINGS IN THE EXISTING WALL TYP
3 ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE,
BREAKAGE COLLAPSE,DISTORTIONS AND MIS-ALIGNMENT ACCORDING TO APPLICABLE CODES.
STANDARDS AND GOOD PRACTICE.
4 DEMOLITION DRAWINGS ARE DIAGRAMMATIC CONTRACTOR SHALL BE RESPONSIBLE FOR
DEMOLISHING ALL THAT IS REQUIRED TO PERFORM THE PROPOSED SCOPE OF WORK
NOTE: ALL NOTED EXISTING STRUCTURE IS BASED UPON FIELD OBSERVATIONS FIELD VERIFY
AND NOTIFY ARCHITECT DURING DEMOLITION IF FIELD CONDITIONS VARY FROM ASSUMPTIONS
■
04 OF 07
STRUCTURAL POST SCHEDULE CONSTRUCTION PLAN NOTES GENERAL FLOOR PLAN NOTES Evan Sakofsky
P1-3 Y2 x S Y4'PARALLEL STRAND LUMBER(PSL)POST FRAMED WALL DIMENSIONS INDICATED ARE MEASURED FROM STUD TO STUD 1. EXTERIOR WALL CONSTRUCTION:NEW SIDING OVER TYVEK HOMEWRAP ON Y2"APA RATED 1 SEE BUILDING SECTIONS,WALL SECTIONS,AND DETAILS FOR BUILDING THERMAL INSULATION
P2-HSS 4 X 4 X 5/e SQUARE TUBE COLUMN EXCEPT WHEN MEASURING FROM EXISTING WALLS,IN WHICH CASE DIMENSIONS EXPOSURE 1 PLYWOOD STRUCTURAL SHEATHING ON 2X4 WOOD STUDS AT 18"O.0 WITH Y2 GYP AND VAPOR BARRIER REQUIREMENTS A R C H I T E C T
START FROM EXISTING FINISHED GYP.BD.OR SHEATHING. BD.INTERIOR SHEATHING.PROVIDE MIN R-20 INSULATION WITHIN FRAMING SEE BATHROOM 2 INSULATE ALL WATER SUPPLY AND DRAINAGE PIPING IN WALLS AND CEILINGS WITH NEOPRENE
WALL NOTE FOR INTERIOR SIDE OF BATHROOM WALLS SEE EXTERIOR ELEVATIONS FOR SIDING TO PREVENT CONDENSATION AND FOR SOUNDPROOFING
GENERAL STRUCTURAL NOTES SPECIFICATIONS 3 ALL DOORS WINDOWS,AND CASED OPENINGS SHALL HAVE CASINGS-CONFIRM FINAL CASING
1 ALL NEW 2x WOOD FRAMING MEMBERS SHALL BE DOUGLAS FIR-LARCH NO 2 2. INTERIOR WALL CONSTRUCTION:Yz°GYPSUM BOARD ON 2X4 WOOD STUDS AT 18 O C.UNLESS FINISH WITH ELEVATIONS
DIMENSIONED AS 2X8 OR OTHERWISE.PROVIDE SKIM COAT WHERE MATCHING EXISTING 4 ALL MECHANICAL,ELECTRICAL,AND PLUMBING SHALL BE PROVIDED PER CODE 11 Berkley Lane
2 ALL NEW LVL SHALL BE 1 3/a THICK AND MINIMUM 2.OE. PLASTER WALLS IN ROOM.PROVIDE CEMENT BOARD WHERE BACKING TILE 5 COORDINATE ALL FLOOR FRAMING MEMBERS AND LAYOUT WITH MANUFACTURERS STANDARD
3 ALL NEW POSTS SHALL BE SUPPORTED DOWN TO BEARING STRUCTURE USING A POST OF EQUAL 3. LAUNDRY RM WALL CONSTRUCTION:2X4 WOOD STUDS AT 18 O C.UNLESS DIMENSIONED AS Rye Brook•New York
STRENGTH/SPECIFICATION. 2X8,WITH Y2 PAINTED MOISTURE RESISTANT GYP BD ON WET SIDE OF WALL AND Y.PAINTED SPECS AND DETAILS.ALL LVL BEAMS SHALL BE ANCHORED AND ATTACHED AS PER 10573
4 MULTIPLE 2x WOOD MEMBERS SHALL BE LAMINATED WITH NAILS PER THE REQUIREMENTS OF THE MANUFACTURER RECOMMENDED METHODS.
GYP BD ON OPPOSITE SIDE.PROVIDE 3 ROCKWOOL SAFE N'SOUND INSULATION FOR ACOUSTIC g DOUBLE ALL FRAMING MEMBERS UNDER PARALLEL PARTITIONS,TYP.
NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION SEPARATION PROVIDE CEMENT BOARD WHERE BACKING TILE
5 MULTIPLE LVL MEMBERS SHALL BE LAMINATED PER MANUFACTURERS SPECIFICATIONS 4. APPLIANCE WATER LINE:PROVIDE TO REFRIGERATOR&FREEZER FOR ICE AND WATER MAKERS 7 PROVIDE SOLID BLOCKING IN FLOOR FRAMING UNDER ALL APPLIANCES,BUILT INS,KITCHEN 516•314.1385
e ALL LVLS TO BE UPSET/FLUSH WITH FINISHED CEILING U.N.O.OR IN WALL CAVITY S. EXHAUST HOOD:PROVIDE VENT TO EXTERIOR FOR RANGE HOOD COORDINATE WITH FRAMING ISLAND BATH FIXTURES AND ALL COUNTERTOP LOCATIONS.
7 USE SIMPSON HEAVY DUTY HANGERS AT ALL FLUSH LVL BEAM CONNECTIONS AND CABINETRY AS REQUIRED TO HIDE DUCT.PROVIDE MAKEUP AIR AT A RATE EQUAL TO THE 8 ALL FIXTURES AND FINISHES TO BE VERIFIED BY ARCHITECT AND OWNER
8 PROVIDE SIMSPON CC CAP AT POSTS SUPPORTING BEAMS FROM MORE THAN ONE DIRECTION EXHAUST AIR RATE FOR HOOD SYSTEMS CAPABLE OF EXHAUSTING GREATER THAN 400 CFM 9 ALL MECHANICAL,ELECTRICAL,AND PLUMBING SHALL BE DONE ON A FULL"DESIGN BUILD BASIS
S. WASHER DRYER HOOK-UPS:PROVIDE RECESSED HOOK-UPAND PROVIDED PER CODE AND AS INDICATED ON DRAWINGS.
FOR WASHER&DRYER PROVIDE ELECTRICAL,GAS(IF REQUIRED).AND PLUMBING HOOK-UP WITH BALL-TYPE MASTER VALVE 10 SEE STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS INCLUDING WIND RESISTANCE
REQUIREMENTS.HURRICANE CLIPS,TIES,STRAPS,HOLD DOWNS,ETC.
NOTE: AND INSTALL APPLIANCES PROVIDE WATERPROOF SHOWER TYPE BASE WITH TILE FINISH AND 11 INSTALL APPLIANCES AND PLUMBING FIXTURES AS INDICATED ON PLANS INCLUDING
ALL EXISTING STRUCTURAL INFORMATION IS ASSUMED BASED UPON FIELD OBSERVATION AND WILL HOSE TO WASTE OUTLET PROVIDE SMOOTH METAL DUCT DRYER VENT TO EXTERIOR PROVIDE ASSOCIATED PLUMBING AND ELECTRICAL REQUIREMENTS SEE ALLOWANCES FOR FURNISHING
BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND ARCHITECT DURING THE DEMOLITION PROCESS BRAIDED STAINLESS STEEL SUPPLY LINES WITH AUTOMATIC SHUT-OFF VALVES ITEMS
CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES WITH THE EXISTING 7. BUILT-IN CABINETRY:COORDINATE WITH CABINET MAKER AS NEEDED 12 PROVIDE CUSTOM CABINETRY AND MILLWORK AS INDICATED IN PLAN SEE ALLOWANCES FOR
CONDITIONS. S. STONE COUNTERTOP:COORDINATE PURCHASE&INSTALLATION WITH OWNER FURNISHING ITEMS
9. CASED OPENING NEW CASED OPENING MATCH ADJACENT DOOR HEIGHTS 13 PROVIDE STONE COUNTERTOP WHERE COUNTERTOPS ARE INDICATED SEE ALLOWANCES
I
DOOR SCHEDULE
DOOR NO. TYPE LOCATION DOOR LEAF SIZE MANUFACTURER MATERIAL HARDWARE NOTES W Y
WIDTH HEIGHT I THICK SET
101 A GARAGE 2-8 8-8 1 3/e" MASONITE EXISTING 20 MIN RATED W SELF-CLOSING HINGES
IXSTG DECK 102 B MUD ROOM 2-8 6-8 1 3/e MASONITE PAINTED MDF -
103 C BREAKFAST AREA 15-0 UNIT 7-11 UNIT -- ANDERSEN ALUM CLAD PINE COORD UNIT HT W NEW R O.(NEW BEAM) W O
104 B PANTRY 2-8 6-8` 1% MASONITE PAINTED MDF - Z
105 B LAUNDRY ROOM 2-8 a-8 1% MASONITE PAINTED MDF >
W _
3 INSTALL TOP OF NEW STEEL BEAM TO BE
7'-0° 8'-7" FLUSH WITH TOP OF WALL TOP PLATE DOOR SCHEDULE NOTES ch
1 P1 A01 P1 1 P2 (REPLACE TOP PLATE WITH BEAM)
P2 300
(2)9 Xa LVL — 1 PROVIDE TEMPERED UNITS WHERE REQUIRED BY CODE Q
HEADER — 2 PROVIDE DETAILED SHOP DRAWINGS AND CUT SHEETS FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING DOORS.
—-, W12x22 A992-SO STEEL
———— — - n 3 SEE ELEVATIONS AND PLANS FOR ALL DOOR DESIGNATIONS DOORS ARE DENOTED IN PLAN UNLESS NOT VISIBLE IN PLAN IN uj
103 WHICH CASE THEY ARE KEYED ON THE ELEVATIONS Z
r — DW I I oW 4——— NEW CASING/SURROUND TO 4 EXTERIOR DOORS SHALL MEET ENERGY STAR GUIDELINES FOR NORTHERN ZONE
7 8 NEW 1 L- J -J COVER NEW STRUCTURE 5 VERIFY ALL EXISTING DOOR SIZES. WLL
LAUNDRY RM I e EXTERIOR DOORS SHALL HAVE COPPER PAN FLASHINGS.
O7 EXTERIOR DOORS SHALL HAVE WEATHERSTRIPPING. O
I T 8 NEW KITCHEN `�// `�\ 8 EXTERIOR PATIO DOORS SHALL HAVE SCREENS BY DOOR MANUFACTURER CC
im c9 k \�
z MODIFIED O
O 3 g REAKFAST AR�j] DOOR TYPES: mi O
S 00 NEW INTERIOR CASINGS cr
rn EXISTING CONCEALED SLIDING O
8 3 p —— NEW ISLMD OQ �� �, TO MATCH TYP IXSTGmi G) / /, FAMILY ROOM CASING DOOR HARDWARE
Z NEW Z W W
O�z
5E
7 J PANTRY CL. o
O0 5Z" b ° ALIGN NEW BUILT-INS
8 H m
F, 8-10j. e'-0" P1 7-5" — r DRW�——— CONCEALED W
P1 I 104 O 102 FLOOR GUIDE a
(3)9 Y°LVL UPSET000, O 'REF 24•FRZ —— N >-
•�• I � " FUR TO ALIGN I�t�
� 4 4 E_-
= 101 I I
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Z E
2 ALIGN m NEW MUD t
NIr ROO RELOCATE STEPS
0 Dti C�'
EX TS EXST'G eL i V.I.F. PWDR RM dL1
7O NEW BUILT-INS
RELOCATE V"
IXSTG WINDOW El El
NEj El IXSTG
a GARAGE '
El El
II
II
JI I I WINDOW SCHEDULE
ST G FOYER STG OFFICE WINDOW UNIT SIZE MATERIAL FINISH
TAG NO. TYPE WIDTH HEIGHT STYLE MANUFACTURER NOTES
INT. EXT. INT. EXT.
A-## A 5'-11% 4`-4'%®" TRIPLE CSMNT ANDERSEN 400 SERIES PINE VINYL PAINT VINYL O
P K19:q4
NEW DINING ——— NOTES ISSUED FOR:
ROOM
- 1.01 PERMIT
WINDOW SCHEDULE NOTES:
ISSUED DATE:
1. ALL WINDOWS TO INCLUDE:LOW E ARGON INSULATED GLASS,AND e.PROVIDE TEMPERED UNITS AND FALL PROTECTION WHERE REQUIRED BY
STANDARD HARDWARE(FINAL FINISH T.B.D,), CODE AND WHERE DESIGNATED ON PLAN, MAY 5,2025
2-ALL CASEMENT TYPE WINDOWS SHALL BE CRANK-OUT CASEMENTS. T PROVIDE DETAILED SHOP DRAWINGS AND CUT SHEETS FOR APPROVAL BY
3.ALL WINDOWS SHALL BE OPERABLE UNLESS OTHERWISE NOTED. ARCHITECT PRIOR TO ORDERING WINDOWS.
4.OPERATING WINDOWS SHALL INCLUDE INVISIBLE INSECT SCREENS. 8.SEE ELEVATIONS AND PLANS FOR ALL WINDOW DESIGNATIONS,WINDOWS REVISION DATE: REVISION NO.:
FIRST FLOOR CONSTRUCTION PLAN 5 QUANTITIES AND SIZES LISTED ARE FOR PRICING ONLY.VERIFY FINAL ARE DENOTED IN PLAN UNLESS NOT VISIBLE IN PLAN,IN WHICH CASE THEY
1 QUANTITIES AND SIZES WITH PLANS AND ELEVATIONS AND EXISTING ARE KEYED ON ELEVATIONS,
CONDITIONS PRIOR TO ORDERING. 9.WINDOWS SHALL MEET ENERGY STAR GUIDELINES FOR NORTHERN ZONE.
WINDOW TYPES:
FIRST FLOOR
CONSTRUCTION
cn PLAN
U
Q
FIN
A
A�2
05 OF 07
Evan Sakofsky
ARCH I T E C T
11 Berkley Lane
Rye Brook•New York
10573
516.314.1385
RE-INSTALL IXST'G WINDOW&
TRIM IN NEW LOCATION
EXISTING SECOND FLOOD
C
PATCH SIDING TO MATCH IXST'G C
W Y
_ W
W O
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EXISTING FIRST FLOOR_ ch
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I I I Li-Li
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i NEW DOOR WI WHITE NEW TRIM TO MATCH EXISTING ISSUED
EXTERIORFOR:
TO MATCH IXSTG
EXISTING SECOND FLOOR,L PERMIT
I
- ---- ----------- ISSUED DATE:
NEW WINDOWS W WHITE
EXTERIOR TO MATCH IXSTG MAY 5,2025
I i
REVISION DATE: REVISION NO.:
pAme
C_ EXISTING FIRST FLOOR,L
EXTERIOR
-- ELEVATIONS
LTA-------T- --------F-r--------I- -------
N,N, I I I I I I I I I I
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jREAR ELEVATION
- 2
06 OF 07
FIRE SPRINKLER PLAN SYMBOLS CEILING&ELECTRICAL PLAN SYMBOLS Evan Sakofsky
EXISTING PENDANT SPRINKLER HEAD TO BE REMOVED El SHADED AREA INDICATES NEW DROPPED/FURRED CEILING.BEAM.OR SOFFIT.REFER
�-R TO PLAN FOR FINISHED CEILING HEIGHTS A R C H I T E C T
®EX EXISTING PENDANT SPRINKLER HEAD TO REMAIN EXHAUST FAN;PANASONIC 110 CFM WHISPER CEILING FAN;COLOR=WHITE
® PROVIDE WITH RIGID METAL DUCT EXHAUST
®N NEW CONCEALED PENDANT SPRINKLER HEAD.RELIABLE MODEL RFC49 11 Berkley Lane
S/C AUDIBLE/VISIBLE HARDWIRED SMOKE&CO DETECTOR Rye Brook-New York
------NEW 1"STEEL PIPE 10573
Op RECESSED DOWNUGHT.NUMBER INDICATES FIXTURE TYPE
516.314.1385
FIRE SPRINKLER PLAN NOTES
1.FIRE SPRINKLERS AND FIRE SPRINKLER SYSTEMS SHALL BE INSTALLED IN I-Qq. WALL MOUNTED LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE
ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13D OR 2020 RCNYS SECTION
P2904.
2.SPRINKLER HEADS SHALL HAVE A MAXIMUM COVERAGE OF 20'x 20'(400 SF CEILING MOUNTED LIGHT FIXTURE.NUMBER INDICATES FIXTURE TYPE
}
TOTAL)PER MANUFACTURER RATING AND 2020 RCNYS P29042.4.1. 1
3.SPRINKLER PIPING SHALL COMPLY WITH THE REQUIREMENTS FOR COLD WATER
DISTRIBUTION PIPING
4.MINIMUM FLOW RATE FOR NEW SPRINKLER HEADS SHALL BE DETERMINED PER ; CONCEALED UNDERCABINET LIGHT FIXTURE.NUMBER INDICATES FIXTURE TYPE
MANUFACTURER REQUIREMENTS.
5.SPRINKLER PIPING SHALL BE PROTECTED FROM FREEZING WHERE PIPING IS TO
BE INSTALLED IN LOCATIONS EXPOSED TO FREEZING TEMPERATURES SUCH AS #
ATTICS.CRAWL SPACES.AND EXTERIOR WALLS. Q WALL MOUNTED CLOSET LIGHT FIXTURE.NUMBER INDICATES FIXTURE TYPE
it I1
1 I i I F�PROVIDE GFCI RECEPTACLE WHERE INDICATED
GROUNDED DUPLEX WALL MOUNTED RECEPTACLE
I I 11 1 1 1 1 1 1 1 11 W Y
1 I 1 II
11 11 I I I I I I I I I GROUNDED DUPLEX WALL MOUNTED RECEPTACLE WITH DUAL USB RECEPTACLES;
I I -- �___
I L__=L=____ �I � LUTRON CAR-IS-UBTR OR APPROVED EQUAL
EXSTG DECK �
r-_- I
I I- ---1 1 PROVIDE NEW SWITCH W EXISTING LOCATION WHERE INDICATED W O
I 1 1 r---4 1 gg SWITCH;ALL SWITCHES TO BE LUTRON DIVA DIMMERS SWITCH TYPE TO BE
COMPATIBLE WITH LIGHT FIXTURE REQUIREMENTS W >
I I� PROVIDE 3-WAY OR 4-WAY SWITCH WHERE INDICATED
I II
RELOCATE SCONCES i i �S
a 1=
JAMB SWITCH
W
RECESSED UNDER CABINET PLUG MOLDING LEGRAND 2000 SERIES GFCI.
FI b a► ., FI r' _ FI M1 A— 4 JUNCTION BOX SHALL BE CONCEALED WITHIN CABINET OR WALL z
DW
LL
1 LAUNDRY RM/ F -1.\ _1———— — i/ _f:
3. =j ft----- I \p�2. 1 i z '*� 2, /,/ }ram .\
/ , W \\ --►- --- ---'q X / "I � y GENERAL ELECTRICAL&LIGHTING PLAN NOTES O Y
c I / oil,
r,I I I /@REAKFAST ARE&� 1.IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO PROVIDE A LIGHTING SYSTEM
s s F -NEW KITCHEN 1 I �I F-I7 WHICH IS COMPLETE AND OPERATIONAL INCLUDING ALL MATERIALS AND EQUIPMENT O O
( 1 3-0/ /aFl I 1 i F LL 4 J °I L L 11 � #t x NECESSARY TO ACCOMPLISH THIS INTENT.SUBSTITUTIONS TO SPECIFIED LIGHTING AND c O
\^ ^ EXISTING CONTROL EQUIPMENT SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW AND APPROVAL BY
I 3 1 \\ ` //2 L __--_ -- / , / FAMILY ROOM THE OWNER.
f - / 2.APPLICABLE REQUIREMENTS OF THE CURRENT NATIONAL ELECTRICAL CODE(NEC)AND STATE W Q
3 I I L -� �J \/� \-�' L AND LOCAL CODES SHALL GOVERN AND DETERMINE THE MINIMUM STANDARD OF WORK.IN THE
NEWEVENT OF CONFLICT BETWEEN THIS DRAWING AND THE APPLICABLE CODE.THE CODE SHALL
J PANTRY CL
(- - �����L \\ NEW FIXTURES IN PREVAIL AND THE INSTALLATION SHALL BE MADE IN CONFORMANCE WITH THE CODE.
/ I // I 3.ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL LIGHTING EQUIPMENT
2 2 I EXSTG LOCATION
I L q.\-- i0 \ I 2 2 WITH THE GENERAL CONTRACTOR AND ANY APPLICABLE SUB-CONTRACTOR O.E.FRAMING.
I kl \ \1 2 \ r"-- a ---, MECHANICAL.CABINETRY.ETC.)PRIOR TO ROUGH-IN
-- Q 4ArE .ALL FIXTURE LOCATIONS TO BE VERIFIED AFTER ROUGH-IN INSTALLATION.PRIOR TO DRYWALL. ui
N 1\ ( BY ARCHITECT AND/OR OWNER.IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR
< THRU THE GENERAL CONTRACTOR TO COORDINATE THIS EFFORT THE GENERAL CONTRACTOR
-� 14
31 REF 24•FRZ T l AND/OR ELECTRICAL CONTRACTORS SHALL BE HELD RESPONSIBLE FOR MOVING FIXTURES N
I I r- DURING FINAL LIGHTING INSPECTIONS IF THIS PROCESS DOES NOT TAKE PLACE.
1 r NEW MUD I I I 5.CONTRACTOR SHALL PROVIDE ELECTRICAL OUTLETS AS REQUIRED BY CODE AND N
OEX LLL'�� I ROOM I I I ADDITIONALLY AS SHOWN ON THIS PLAN OUTLETS SHOWN ON PLAN ARE IN ADDITION TO
3 \ I 1 I I I I I THOSE REQUIRED BY CODE.EXISTING RECEPTACLES MOT INDICATED)SHALL REMAIN.
N ^fin^ 1 J 6.THE GENERAL CONTRACTOR AND THE ELECTRICAL CONTRACTOR ARE RESPONSIBLE FOR
- (� REVIEWING THE INFORMATION OF ALL OF THESE PLANS.IF THERE ARE ERRORS OR OMISSIONS
1 � I 1 1 \ OR QUESTIONS CONCERNING THESE PLANS PLEASE CONTACT THE ARCHITECT FOR
r\4 -1 CLARIFICATION
�I J�I� 7.PROVIDE SMOKE ALARMS AND CO ALARMS THROUGHOUT WHOLE HOUSE AS REQUIRED BY 2020 SEAL"
ppc� RCNYS.SMOKE AND CO ALARMS INSTALLED IN AREAS OF THE HOUSE THAT ARE NOT WITHIN
UN-J\ L— — —7 ——————___——i——_ , THE"WORK AREA AND/OR WHERE WALL OR CEILING FINISHES ARE NOT SCHEDULED TO BE
4 \ -I- — —- — REMOVED TO EXPOSE THE STRUCTURE SHALL NOT BE REQUIRED TO BE INTERCONNECTED NOR �EREO'4Rc
I, r I n 1 I 1 EXSTG HARD WIRED O�� P_
I L-I-ll I 1 I 1 GARAGE
fT i r i Tl
LIB-�\ _ __ SEX I i LIGHT FIXTURE SCHEDULE
+, ♦Ny-�+ \ UP I 1 1.DECORATIVE FIXTURE:CEILING OR WALL SURFACE MOUNTED FIXTURE PROVIDED BY OWNER
I I� I C. 9 p O
_J L EXSTG FOYER EXSTG OFFICE I AND INSTALLED BY G. T 18
� 11 \ I 1 2.LED RECESSED DOWNLIGHT:TECH LIGHTING"ENTRA CL'ENCL3R W ROUND WITH FLANGED F OP NEB-41 I If&-, r+OyTi \ I 1 I FIXED TRIM;12 WATT.800 LUMEN 90+CRI OUTPUT WITH 3000K-1800K WARM DIMMABLE CCT
RANGE.PROVIDE COMPATIBLE DIMMING DRIVERS FOR 1%DIMMING.PROVIDE ADJUSTABLE
I L J \ \ I 1 TRIM AT SLOPED CEILINGS.
C=j \ I I 3.LED UNDERCABINET LIGHTING:ALLOY LED VARIEN 5.5 DIM-TO-WARM LED TAPE LIGHT WITH
SURFA 6 SURFACE MOUNT HOUSING,3000K COLOR TEMPERATURE;315-348 LUMENS PER FOOT ISSUED FOR:
NEW DINING - - PROVIDE ALL CONNECTORS AND MOUNTING ACCESSORIES NECESSARY FOR COMPLETE
ROOM j j INSTALLATION;TAPE LIGHTING SHALL BE CUT TO FULLY FIT THE LENGTH OF UNDERCABINET PERMIT
SPACE
ISSUED DATE:
MAY 15,2025
REVISION DATE: REVISION NO.:
�1 FIRST FLOOR REFLECTED CEILING PLAN
1 im--Mr
CEILING PLAN
WITH ELECTRICAL
LIGHTING&
SPRINKLER
A�4
07 OF 07