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BUIL R MENT d E C 1, i '`'n 7
ViL i* uF Rv : 0 AUG - 2022
938 KING F.T RYL BRO, ,NY 10573 Z
/ VILLAGE OF RYE BROOK
w o r BUILDING DEPARTMENT
FOR OFFICE USE ONLY:
Approval Date: AUG 2 2 20 Vmit# d�� 9 / Application
Approval Signature: ARCHITECTURAL REVIEW BOARD:
Disapproved: T Date:
BOT Approval Date: Case# : Chairman:
PB Approval Date: Case# Secretary:
ZBA Approval Date: Case# tz
Other: U
Application Fee: grit Fees: CID- —" a
EXTERIOR BUILDING PERMIT APPLICATION
Application dated: 2 l .- 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. .lob Address: I I Loch Lane
2. Parcel ID#: 136.21 Block I Lot 4 Zone: R-255
1 Proposed Improvement(Describe in detail): Enclose open Second Floor covered porch
4. Property Owner:Mark Karasik
Address: 11 Loch Lane
Phone# 609 203 9893 Cell# e-mail mkarasikAgmail.com
List All Other Properties Owned in Rye Brook:
5. Applicant-. David W Mooney
6, Address: 5 Blind Brook Rye,NY 10580
Phone# 914 967 0960 Cell# 914 588 1251 e-mail dwmoone ail.com
7. Architect: David W Mooney
8. Address: 5 Blind Brook,Rye,NY 10580
Phone# 914 967 0960 Cell# 914 588 1251 e-mail dwmooney @gmail.com
Engineer: --
Address: --
Phone# Cell# e-mail
General Contractor: I O ✓��'7 i(-�p_
Address: 7i 9 ELgS7�c4e s7'q'� Glop/i2 (7q /C /W A) /0y
Phone# ��O - �/ -o10_74j cell# -7 'd /c�'/9942 e-mail
(I)
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5. Occupancy;(I-Fam.,2-Fam..Commercial.,etc...)Pre-construction: 1-Fam. Post-construction: 1-Fam.
6. Area of lot: Square feet: 25.555 Acres: 0,58
7. Dimensions from proposed building or structure to lot lines: front yard: 68'-8"Existing rear yard: 127'-3"Existing
right side yard: 12'-8"Existing left side yard: 16'-8"Existing other:
8. If building is located on a corner lot,which street does it front on:
9. Area of proposed building in square feet: Basement: I"fl: 2"d fl: 3`d fl:
10. Total Square Footage of the proposed new construction:
11. For additions,total square footage added: Basement: I'fl: 2,d fl: 3`d fl:
12. Total Square Footage of the proposed renovation to the existing structure:
13. N.Y.State Construction Classification: N.Y.State Use Classification:
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. hoof 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 (if yes,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.=1s 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,thee{area and elevations of the flood plane must be properly depicted on the survey&site plan)
26.1011 ap I n,sr IT s°u�im�trc��reeel�emov�il�e�,r�rY�pp ic�a ion per§235 of Village Code? Yes: No: X
27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: X
28. Indicate: TIER I: TIER Ill: TIER III: (if yes,a Home Occupation Permit Application is required)
29. List all zoning variances granted or denied for the subject property:
30. What is the total estimated cost of construction: S 20,000.00 Note:The estimated cost
shall include all site improvements, labor,material,scaffolding,fixed 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 be required prior to issuance of the CIO.
31. Estimated date of completion: October 1st.
(2)
8112/2021
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KING STRFE,i,Rv1 BROOK,NY 10573
(914)939-0668
RESIDENTIAL LOT AREA COVERAGE
Address: 11 Loch Lane Section:136.21 Block: I Lot: 4
PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS Local Law 3-88
YOUR ZONE AREA IN MAIN ACCESS. DECK
ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX.
CHECK MAX.
R-35 35,000 14% 4% 5%
X 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 25,555 Sq. Ft. 25,555 Sq. Ft.
2. AREA OF HOUSE
a. Coverage of Main Building
(Including Attached Garage or Accessory Building) 2,894 Sq. Ft. 2,894 Sq. Ft.
b. Area of 1st Floor Divided By Area of Lot x 100 11.32% %
3. AREA OF ACCESSORY BUILDING
(Includes Detached Garages, Tool Shed, Playhouses) NA Sq. Ft. Sq. Ft.
a. Coverage of Accessory Building °
Area of Accessory Building Divided By Area of Lot x 100 NA /o
4. AREA OF DECK 503 Sq. Ft, 503 Sq. Ft.
a. Coverage of Deck
Area of Deck Divided By Area of Lot x 100 1.96% 1 96%
l attest to the best of my knowledge and belief,the above information is correct.
Architect's Signature
3)
8/12/2021
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KING STREET RYE BROOK,NY 10573
(914)939-0668
IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS
Address: 11 Loch Lane Section: 136.21 Block: 1 Lot: 4 Zone:R-20
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
4,00t 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 R2-F 30
range in the"Lot Area"column
Area of lot: 25,555 s .ft. Existing Allowed Proposed
Total impervious coverage — 6,114 Sq.ft. 7893.2 Sq. ft. 6.114 Sq.ft.
Jh
Front impervious coverage = 12.16 % •7p 12.16%
I attest to the best of my knowledge and belief,the above information is correct.
V11gjv �1
Architect's Signature
(4)
sr 1212021
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KING STREET RY>::BROOK,NY 10573
(914)939-0668
BULK REGULATIONS IN RESIDENTIAL DISTRICTS
Address: 11 Loch Lane Section: 136.21 Block: 1 Lot: 4
MAXIMUM GROSS FLOOR AREA
USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]:
a. Allowed 4,4332.1 Sq. Feet
b. Existing = 4,321 Sq. Feet
c. Proposed = 4.433 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 1 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 Vlll of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings.
FILL IN YOUR RATIOS:
ZONE EXIS77NG PRDPQSED REGLI RED
FRONT: FRONT: FRONT: .44
R-35 SIDE: SIDE: SIDE: 1.20
FRONT: , u.'"' FRONT: FRONT: .48
"S SIDE:1 J�to �zj SIDE: SIDE: 1.30
FRONT: .47 FRONT FRONT: .60
�2o SIDE: L=1.56/R=1.59 SIDE: SIDE: 1.60
FRONT: FRONT: FRONT: .60
R-15 SIDE: SIDE: SIDE: 1.60
FRONT: FRONT: FRONT:. .80
0-15A SIDE: SIDE: SIDE: 2.40
FRONT: FRONT: FRONT: .69
fit-I2 SIDE: SIDE. SIDE: 1.60
FRONT: FRONT: FRONT: .80
RL10 SIDE: SIDE. SIDE: 2.40
FRONT: FRONT: FRONT: .96
AL7 SIDE: SIDE: SIDE: 3.00
FRONT: FRONT: FRONT: 1.20
/R3 SIDE: SIDE: SIDE: 4.00
FRONT: FRONT. FRONT: 1.20
R,2F SIDE: SIDE. SIDE: 4.00
1 attest to the best of my knowledge and belief, the above information is correct.
" C, -,
Architect's Signature 0)
8/12/2021
D ECC VE
Bum ENT AUG - Z 2022
vu, UI+' UOK
938 KING 11tT .a ,NY 10573 VILLAGE OF RYE BROOK
BUILDING DEPARTMENT
AFFIDAVIT OF COMPLIANCE
VILLAGE CODE �216 • STORM SEWERS AND SANITARY SEWERS
THIS AFFIDAVIT 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:
3, Mark Karasik ,residing at, 11 Loch lane,Rye Brook, NY.
(Print name) (Address w here you livz)
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;
11 Loch lane , Rye Brook, NY.
(.lob Addre�ss)
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.
r
(Signature of ProNrty Okncro))
MarkKarasik
(Print Name of Property(htner(s))
Sworn to before me this (�
day of 20a 2 M t,/
�1910004210115
` �I a 0(?A7►�
('Notary Public)
(3)
SA V202 t
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 YORK,COUNTY OF WESTCBESTER
David Mooney ,being duly sworn,deposes and states that he/she is the applicant above named,
(print name of individual signing as the applicam)
and further states that (s)he 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 G 77"' Sworn to before me this L
day of L(. ,20 Z day of D !/LY , 20 `i4
Signature of Prhxrty Owner Signatwe of Applicant
Mark Karasik
Print Name of Property Owner David Mooney
Print Name of Applicant
Notary Pu is otary Pub '
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86MV81AWON DRSW P_.ALMUCER
A110A M3N do 31VLS-3I19nd ANV1ON 1WAR1t1jUOC60MWYORK
O113111A dS53N3A La.001"Mw
MY COMMISION EXPIRES 03/01/2025
(4)
SECTION I: GENERAL DATA SECTION 5: WOOD&PLASTICS F�SECTION 10: ELECTRICAL
i. A-1.V-ORV IS'OEcPiR=ORLFDll-ICCORDAtICEAliffINE STATE OF NY BLgLDING&14TEPM'-IOWRESIDEt,-IAL COD'E(201*1 1. AL_FRAMING SIALL BE DON-_IN ACC0RDAftCEvrH'-iE Lk-EST EDITION OF THE'NATIONAL DESIGN SPEC0067101.FOR S'RESIS i. SEE POWER AND LIGHTING PLAIS'FOR-OCATION A'40 OESICTI PURPOSE ONLY.
Al CONTRACTORS AND SUB CONTRAC-ORS ARE TO COMPLY WIT-i A-L CODES AND CS&k REQUIREMENTS PERTAINING TO GRADED LUMBER AND ITS^ASTENILGS'AS PUBLISHED 3 f TW?LAI IORAL LUMBER MANUFACTURERS ASSOCIAT10:4
THEIR WORK 2. ALL ELECTRICAL NORMS IOCO:IFORM TONYS 81110ttr_MC232 THE N.E.C.ACCA.COD:AND TIE REOUIREVENTSO;ALL <
2. A-L LLMBER MA-ERLUS LSED IN 11,E BUILDING SHALL BE GOO'. DRY MATERLAL:FEE FROM LARGE AND LOOSE K431S, AGENCIES HAVING J.FUSDIC'ION.
7. THE GENERAL COUTRAC-OR(G.C.)AND ALL SJSCONTRAI�TOFSARE TO PROADE AL_LABOR'AATERIALS,TOO.S EOUIPVENIT. SFAKES AND OTAER PIPERFECTIONS IVIERESY THEiTREnG-H mAY BE impAiRio AN)or SIZE)anwil)onDRAmNGS. 3. TIE ELECTRICAL^C I 1 0
SCA;rO1 DING SJPPLIES LAYOUT AND SER4CES NECESSARY TO EXECUTE AND COMPLETE AL-.;YOR't AS REOUIR21)BY P-E I ALL wORtMNSPIP INCLUDING NAI.ING.B.GCKI\G.BRIOCINC ETC.SHALL CO%FORIJ-0-HE CI 9LIL014G CODE ZNU 010 ITC OX-RACTOR iz.C.)IS IC CST A14 kL OER%VTS 14 CON16CTIOW41-H THE E.ECTR)CA--WOIR<REOJIREn. %
CONS-RI.CTION DOC�HENIS JULESS OTHERWISE NOIE).PREPARAII04 AND MTA-LATID%S TO BE IN STRICT ACCORDANCE 1 -1
V4THTH=MAhJFAC7JREASLA7zS-W:ZI'IEIIINSTRUCIIO'43'AH=-MRORhOTSPECIFICA-LV,%OIE-�0.40;A%'IPIGS. 2X9. A. THE E.C.-0 FIELD V=MFY ALL CC\1311IONS INCGNNECTION WITH VIE ELECTRICAL I&IDRK SPECI=IED PRIOR iOSMAITTINGISID.
NO-l-'f THE ARCHITECT AND-iEOVRIERO-/VivDISCREP.VOCIES. 0
3 THE G.C.AIW ALL SUBC 4TRACIOqS ARE TO FAVIUARIZE IKEI&%LVES WITH ALL APPLVALE CODES AbDREGLI-A DROVIDELEDGER.6:001413 N:AILERS.A.4)ROM-tiFRA�1.1'iG-iARD.'OAREASREOJDZ D
REGARDS TO THEIR WORK 014 THIS 2RO.EC-. 5. -HE E.C.TO SIZE IFE ELECTRICAL SERVICE PER VAEL.MU REQUIRED OEVANDS ANDTO CONFORM TO THE LOCAL UTILITY
S. AL:NEW LUVBERSHALL 3ED^.JG.ASFPLARC.1.NO20?5EI-ER 41MVIRF11-94 PSI AND E E0.^j9WPSI, COVPAI,YREOLqRE%'E'ITS.-.-iEE.C.ISIOAP.:WQ FOR AND PAY ALL FEES-OC3'AU4 ELECTRtM SERVICE FROV UTILITY 6.9 Z_
COVPMYORASP:-RAGREEME.'tT',%rHOVdTIEP., % 2,55 179'
4, THE G.C.&SUB-CONTRACIORS TO PROVIDE AND FILE WORKER'S COMPENSATION WITH THE BUILDING j
DEPARTMENT. 6 ALL LWABER S-XL BEARVISIB.E MADE SMADINGAIM BE-all DRY.
6. ELECTRICAL I JGH714G LAYOUT-E.C.TO COORDINATE LOCATIONS MIN OWNER
7. AL OEM.SS ANC.OIS7S ANDRkrTERS 70 BE SET VATHN4ILRAL CROV14 UP. C�k
5, THE G.C.TO MAKE THE OWNER ADD)I TONAL INSURED. Lu
7. ALL ELECTRICAL FIXTURES AND EQUIPMENT ISS TO BEAR THE VNDERARITERS LASOPATORY:U.L.)LABELS.
6. THE G.C.IS TO TO OBTAIN AND PAY FOR ALL APPLICABLE PERMIT FEES.THE SUB-CONTRACTORS ARE TO e. PROVIDE DOME RA-TIERS AND HEADERS AqOJID AL'ROOF OPENINGS UNLESS OTHERVASE NOTED ON;2LANS.
OBTAIN AND PAY FOR PERMITS REQUIRED 114 CONNECTION WITH THEIR WORK.(UNLESS AGREED ALL 110t.-FIXTURES ARE TO BE SEL�CTEJD BY me C�.*.wnk EXIIS'IIJNC�' 1)IklVF.,W;%Y
DIFFERENTLY VWOWNIER)
9. PROVIDE(212XS MINIMLM I-EADER AVEPE ROUGH OPENVIG DOES NOT EXCEED X-V.SEE HEADER SCH-ED11E AN)FANS-OR
sas.
9 SERVICEDANELOCARDSMOSUBPANELS"-O8EI.W4JFAC-JRFDB1SOUAR:I).G:NERA1 ELECTPJC V1EST14GIOUSE ORAN
7. THE G C.AND ALL SUB-CONTRACTORS ARE TO ARRANGE FOR AND PAY FOR ALL FEES IN CONNECTION WITH APPROVED EQUAL PANEL BOARDS 7O.iAVE NUMBER A140 SIZE OF CIqCJT7 BREAKERS AS PzOJIRED.
10. PLYWOOD AND OR ENGIUwERED&1tEATF.I1tG FOR SIJBFLOOR SHALL BE 3W.VTONWALES AND&B'ROOF SURFACES ADA C-C _I r, ."
ALL REQUIRED INSPECTIONS.(UNLESS AGREED DIFFERENTLY W OWNER) %,) L imirn� _7=
PLUGGED EXTERIOR OF AIDA LNDFqLAYMENT EXTERIOR hDEXSTAVPSHALL BE VISIBLE 01:ALL SHEETS.(ORA$IIIDICAIEO 04
10. THE E.C.-OFILL IN PANEL)RECTORIES FOR Alt PANELS IOCONF0911TOFM ARRANGEMENT OF CIRCJI-S.
6. PLANS ARE SUBJECT TO CHANGES AS DIRECTED BY THE BUILDING DEPARTMENT. DRAWINGS; -ITHALL OTHERIRADES SUDRYINGE:ECTRICA.EOUIPMENT U40ERTKIR 'I
1'. THE E.C.TOCOCFDiNATE FLEC*RJCAL COIIIEMHSV I
11. PLYWOOD A\DOR E1404-ERED FLOOR SHEATHING%M'.BE G.LEDA%D SCmE1AEDTO.O1STS(l6'O.Ch-EXTERIOR EDGESMO I X THE G C..AND ALL SUB-CONTRACTORS ARE TO REVIEW THE CONSTRUCTION DOCUMENTS,SPECIFICATIONS C01,11RACIS. e L I
NOTES AND ADDENDUM'S THOROUGHLY TO DETERMINE THE EXTENT OF WORK UNDER THEIR TRADE AND I2'ON CEN-ERAT IWERMEDIAT,E SUPPORI. r---------------------------------------I
NIMUM.4o'I')I'Al:
THE WORK OF OTHER TRADES REQUIRING COORDINATION,FOR THEY WILL BE RESPONSIBLE FOR SAME.THE 12. USEPLYCLIDS ON Cr*-IE-4 EDGE SUPPORT FORALL PLYWOO',SHEATHING. 12. PROV10EALL HC+AND LO.-I OL1AGEjCONTR0L)WIPIt1G"ELECTRICAL ECUIPMEV AS PEROWNER. o
ARCHITECT WILL CLARIFY ANY DISCREPANCIES OR CONTRACTOR QUESTIONS IN WRITING PRIOR TO BID
SUBMISSION. 13. PLACE FACE GRAIN D4 DIRECT104 OF SPAN(-RALERSE IOJC 13. TtE;-:C.TO PROVIDE TEMPORARY MYER AND LIGHTING AS RE(MIZED-0 INSURE 11,E SAFETI OF ALL 44 Ci
CJS-SPAJI.). Ll
W.00 NOT SCALE DRAWINGS:USE COMPUTED DIMENSIONS ONLY.IF A DISCREPANCY IS DISCOVERED, POWER PEOLIRDAE141S FOR A-L TRADES. 1:11cli)m Upon second
CONTACT IMP.ARCHITECT FOR CLARIF[ATION PRI)R TO ONLY. WITH THE WORK. 14. LEAVEI WSPACE AT A-1.PLYL=PANE.A40 JOMAID I&*SPACE AT ALL PAN-LEDGE ANTS.
14. THE E.0'OFIRE STOPALL ELECTRICAL I'MIRATIONS TH;OJGI FLOORS AND WAUS BY FIALNGALL VOIDS.GAPS.910 1 lom-cm-crud Imrch
Kx
)I.ALL DIMENSIONS AND LOCATIONS AS INDICATED 014 HE DRAWINGS ARE TO BE CONSIDERED AS 15. 46-I-A4G-RS.FRAMING ANICHM AND RAFTER AhC-10RS SHALL BE GA-VAKIZED S'EEL AS VIA\UFACIUREI,BY TECO' OPE 14GS USING APPROVED FIRE STOPPING VATERIALS.
'SIVPSON`OR AP'ROr REQUIRED
REASONAB0 CORRECT,BUT IT IS UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATIONS A$MAY BF EDEOUAL SPECIAL NAJ.S AS 3f VANLI'ACTURIER SHALL BE LSED FOR IR NAIJNG. 0
15.ALL SWITCJ-ESVIW.MER ARE TOBE MOUNTED-?.?A.F.F.TOCENIERIME OF SIARCH DIMMER.t.'LLTIP-E SWITCHESANDOR I I v I ra oo
NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET ANY UNFORESEEN OR OTHER
16. PROVIDE SCUD BLOCKING EVERY 6-T.BOTTOM-'N:;S OF BRIM411 SHALL NOT 8:NAILED UNTIL AFTER ENTIRE$IRK-JRE IS DIMERSARE TOBEGAJIGEDAN PROVIDEDWITH SINGLE GANGP_ATE. lvt CO
CONDITIONS. z
COUPLET-AS PER ENGREEREO FLOOR SVSEI1I'4ANL!-RECOMt.-ENDATIO4. r CY 14,1111;NI,
6 -e 4 4 LO
AT 18. -4E=.C.10097 N AND PAY FEE:OR ALL CERTIFICATES OF INSPECTION BY ME BOARD OF FIR \X ol
12.THE G C.AND ALL SUB-CONTRACTORS ARE TO INVESTIGATE THE JOB SITE AND ALL EXISTING CONDITIONS FIR_ o
lc w.
PRIOR TO SUBMITTING BIDS AND START OF CONSTRUCTION.ALL EXISTING CONDITIONS AND DIMENSIONS TO 17. PROVIDE DCLS-E JOISTS UNDER ALL PARYI-IONS PARALLEL TO JOISTS. BOARDS OR AGENCIES HAMG,L)RISDICTIO4,SLOVIT COPIES OF I�E CERTIFICATE 0;INSPECTION TO THE CANER PRIOR TO Z5 1 0
11 I. 'EXISTING
BE FIELD VERIFIED.DISCREPANCIES AND UNCOVERED CONDITIONS NOT ADDRESSED SHOULD BE BROUGHT REOUEST FOR F114AL ACCEPIAICE AND PAYVENT. tz zz \j
TO THE ATTENTION OF THE OWNER AND THE ARCHITECT.ALL WORK IS TO BE PERFORMED IN A NEAT I& COR14ER BOARDS rASCIA BOARDS DOORS AhD'.%1NWVS CASINGS A4D DECORA-hE V.tOOD ITEVS SHALL BE MOD 514"CE'.IAR t a '=I I
1w STORY
PROFESSIONAL MANNER BY SKILLED MECHANICS. OF SIZE STYLE AND DESIGN AS INDICATED ON THE DRAWINGS.FIELD PRRIEAL-CUTS ANDBAC<OF-Rim. 17.ELECTRICAL CONTRAC'OR 70 PROVI',E A SEPARATE BID:OR SMART 4OUSE SYSTEY 70 14CLUDE THE FOLLOWIT.'G.'ONV VOLTAGE
LIGHIR*LURO4 LIGHTWOMNITCHES AUTCIMA7=0 CLIVATE CONTROLS-70 BE REIAO�,_LY COWRO ED. BUILDING
19. VTERIOR WOOD POSTS SHALL BE PR SSt;RE-REATED%VDOD.SVONAP2RO.rcDT�P=.HEA%YDLTYGAL%AtliZE�-,ME.ALEdLSE.
13.THE G.C.AND ALL SUB-CONTRACTORS ARE TO BE RESPONSIBLE FOR THE PROPER PERFORMANCE OF THEIR w
WORK.COORDINATION WITH OTHER TRADES,METHODS.SAFETY AND SECURITY ON SITE@ ALL TIMES ANCHORED INCCNICREIE.BOXED FINISH TO MAICo.WOOD TRIAL 18. ALL DEVICES TO BE VAILIFACTURE BY LrRm,nKA_COLOR 8YOV14ER o z
SPECIAL ATTENTION TO SAFETY IS TO BE PROVIDED DURING ALL REQUIRED DEMOLITION AND ERECTION
WORK.THE ARCHITECT AND THE ARCHITECTS AGENTS ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE 20.WOOD PLATES AND SILLS 114 CON'ACT%%TIM CONCRETE FOUSIDATION WAAS AND CONCRETE SLABS SHAL11 BE PRESSURE TRFA'-D ;0
AND IS HELD HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS FROM ANY CLARIAS.LOSSES.SUITS OR WOOD. .."'FANT WAIT.
LEGAL ACTIONS ARISING FROM THE CONTRACTORS PERFORMANCE OF THE%VORh ON THIS PROJECT. 21.PRESSURE PRESEFr.AMES-REATMENT FORV.00DShALL BE APPROVEDS)LOCAL AU-40RITESHAVINO jJRJSDIC1ION. SECTION I I: EQUIPMENT 106HIRM-Will ArM Lu �7
1 IW0I.I1,%TI1IkjI'
14.THE G,C.IS TO COORDINATE WITH THE LAND SURVEYOR 70 LOCATE AND STAKE THE PROPOSED ADDITIONS. 22.PROVIDE(3)2'Xfi*SPOKED 17 BEARING PCIN'S OF All IRIDLE FRAMING MEYBERS U14LESSO-1ERVASE 40TEDON PLANS L 14 1 1 71 Z
THE LAND SURVEYOR IS TO ESTABLISH THE GRADE DATUMS)IN ACCORDANCE WITH THE CONSTRUCTION I IWCK
23.A,L LVUs TO BE 2.0=GRADE MICROLLAM I. ALL KITCHEN APPLIANCES AND LAUNDRY EOU121.011 TO BE SURF[ED BY-4 CYIiE:t.'qE COWRACTOR IS TO INCLUDE COST OF is 0
DOCUMENTS. I)KII AIRPORT zz.11 <
7.TJIJOISIS INSIA.LATIO%OF THIS EOLIPMEk-AND COST 0;:AL_MECRAIACAL,ANMOR ELECTRICALCOMIECT134S FOR A COMPLErE I -a
25.ALL THE S--,;DS BA711ROOMS&NITCHENS TO BE'IVB=R STRAND SIUCS INSTALLATION. III LIWVV olpc 15.THE G,C.IS TO NOTIFY THE BUILDING DEPARTMENT AT THE REQUIRED TIME FOR ALL MANDATORY umoiw,� 4 --1 0
INSPECTIONS. I
SECTION 12: SPECIAL CONSTRUCTION L _T
16.THE G.C.IS TO SECURE AND PAY FEES FOR THE CERTIFICATE OF OCCUPANCY AtrTER COMPLETION OF THE
WORK AS INDICATED ON THE CONSTRUCTION DOCUMENTS.ADDENDA'S I
AND APPROVED CHANCE ORDERS. I SECTION 6:THERMAL AND MOISTURE CONTROL 13111AC
SUBMIT COPIES OF THE CERTIFICATE OF OCCUPANCY TO THE OWNER PRIOR TO SUMMING FOR FINAL 1. INSTALL NEW FIRE PLACE ACCORDING TO MANUFACTURER SPECS AND AS PER L > 115-MINIMUN4 41YTOTAI.J
PAYMENT,OR AS PER AGREEMENT VATH OWNER LOCAL CODES.FIREP-ACE 10
COVPLYVtFTA'HE SULLOPIG CODE OF CT 127.1" LINI'.0P C)
1. ALL VVINDMIS,DOORS AND SKYLIGHT S 10 HE WVTHER STRIPPED,FLAS4ED AND CAU_I`_rD. lip RAY
17.THE OWNER ANDICIR THE ARCHITECT RESERVES THE RIGHT TO REQUEST SUBMITTALS ANDIOR SHOP LINE
VVIINIX)w
Alk)VU
DRAWINGS FOR APPROVAL ON ANY AND ALL ITEMS SPECIFIED ON THE DRA%%INGS INCLUDING BUT NOT 2, ALL SEALANTS TO SEE SLICW COLOR TO?!ATCH SURROLWIDING VATERIALS. AROVI:
LIMITED TO SfRUICT URAL STEEL STEEL REINFORCEMENT DOORHARDWARE PLUMBING AND ELECTRICAL HOP DRAWINGS: M' u
FIXTURES AND HVAC EQUIPMENT.THE CONTRACTOR MUST SUBMIT 3 COPIES OF EQUIPMENT AND FIXTURE 3. ALL FLASHING SHALL BE COPPER U.C.N. Fs 1.1.wx
CUTS ON ITEMS THAT THE CONTRACTOR IS REQUESTING TO SUBSTITUTE FOR THE ITEMS SPECIFIED ON THE 1 (1)
DRAWINGS. -
4. ALL ROOF TO ROOF AND ROOF TO WALL JOINTS TO BE FLAS-4ED V4TH COPPER U.O.%. PROVIDE SHOP DRAWINGS FOR THE ARCHITECT'S REVIEW AND APPROVAL OF THE THE FOLLOWING ITELIS: 0
18.THE GENERAL CONTRACTOR AND AL SUBCONTRACTORS ARE TO GUARANTEE VORK UNDER THEIR 5, ALL I%SJLA.T%TO BE T?-E IVINIMJhI OF THE FOLLMING(SEE DRAVA%GS FOR TYPE AND LOCATIONS0
CONTRACT INCLUDING PARTS AND LABOR. 1. -1 IAC CENTRAL SYSTEMPER,011VANCE SPEC AID LAYOL7 PLANS. N 0,5A9'5,9 41 x
19.PRIOR TO ANY F_XCAVATJON THE GENERAL CONTRACTOR IN ACCORDANCE WITH PUBLIC ACT 77-350.SHALL A)CRAWL SPACE FLOOR- CLOSE CEL_SPRAY I'ISJLATIO\R-110rIFTISEE DRAWING 2. PROVIDE SHOP DRAMNGS FOR EXTERIOR wIrID(WiS AND DOOR. PQ
CONTACT'CALL BEFORE YOU OIG-a 800-922-4455 FOR MARK OUT OF UNDERGROUND UTILITIES. B!CRAW_SPACE WALL: CLOSE CEL,SDRAv 14SJLATIC%R.,0 ISEE DRAWINGS) 3. PROVIDE SHOP DRAMNGS FOR ENGINEERED-LOOR OIS-S AID LAMiNAIED WOOD BEAMS. Vl CI ------RCLP"
C)EXiERJOR%VA48j-.1X4) CLOSE CFL.L SPRAY PJSJLATIC\ 4. PROVIDE STEEL SI-OP DRK-ANIGUS FOR ALL S'RUCTUqAL STEEL AND CON'IECT",SS'EELASR_QUImED,. u z
SECTION 2: CONCRETE(AS REQUIRED) D)EXTERIOR WALLS(2X6) CLOSE CIL-M,I4SJLATION PLUS R-21
1. CONCR;TE 13 TO BE PIMEDIN CONFORVA'Xe WITHA.C.I.304.LATEST ADOITIC%. E)EXTERIOR R11A BOARD CLOSE CIEL_SPRM mjwni Y.r"i wv.4.3o SAFETY AND SHORING NOTES: &'61C.r iff FONr t?/t)
CotXRETE IS NOT TO BE SUBJECT TO DROPS OF MORE THAN$'-T. F)ROOF CLOSECELADIRA 14S.ILATION1149 1, SAFE ACCESS OF ALL WORKERS PEDESTRIANS AND OWNER SKA-1.BE MA11TAINED AT ALL MIES BY GENERAL CO:RACTOR,
j i
2. AA CONCRETE IS TO BE FORME-D.
0. INSTAL SOLMDA"TENLATICIN BASIKET t)ALL INTERIOR NA_LS FLO0qSANDCE1UNGS,00 NOT USE BATT INSULATION 22. COIT RACTOR SHALL MAINTAIN SAFE MEANS OF ACCESS TO AND FROY ALL POINTS OF CONSTRLCIIO`V SITE A *FORV410
1. ALL STEEL RE14FORCF-MENT IS 70 BE GlEcORMED BAR3 OF INTERMEDIATE GRADE NEW BILLET STE.A-05 GRADE 60.SEIM IN OSHA STANDARDS ANDALL AMICA51 E CODES. THIS DRAWING AND DESIGN
REINFORCEMENT ARE TO a SHOP�-ABRJCA-ED.FIE.D SENDS Y&L 407 BE PER1,91TED. of mye Brook LAYOUT IS AN INSTRUMENT OF
3. CO'ISTRUC-ION Sr-=SAFETY SHALL BE THE CONCERN AND RESPONSIBIl rYO-THE GENERAL COVIIRACTOR AND HIS V i I SERMCE AND THE PROPERTY OF
SUBCONTRACTORS
A A LREINFORCEMENT S'=-Ei 15 TO BE SECURELY WIRED TOGETHER IN IN:-:FORMWORK.PAOVIAY MA'S 0-STEE_ARE TO BE TIEDA7 SECTION 7: FINISHES
A_IERNATE INTERSE,71ONS BOTH WAYS. aP&N DAVID W.MOONEY JR.THIS
-RACT04 S'C04 i4L PROVIDE A)ECUATE SHOMIG DURING CONSTRUCTION AS REOLIRED BY OS"A.AL_APPLICABLE CODES AND N('.- E:fir-11-0" DRAVANG AND DESIGN LAYOUT
PROVIDE CLEARANCES FROM FACES OF CONCRETE TO REINFORCEMENT AS FOLLOWS I. SEE ARCHITECTURAL DRA-PINGS FOR SPECIFIC FUIIS-(E--'O-FLOORS WALLS Alto CEILI?CS FOR BOTH INTERIOR AID EX-ERIOR. BEST PRACTICE Architect a Re MAY NOT BE REPRODUCED OR
T 2. ALL 14TEWR DRr.'/A.L SLRFACE NOT REQUIRING RATING SHALL BE 5WOR(AS NO-=O ON PLA%S)G`rPSUM.VALL BOARD
CAS-AGAJINS-AND P-PJ444ENILY EXPOSED TO EARTH REPRODUCTIONS HERE OF USED
EXPOSED TO EARTH OR WEATHER(45 PAR OR SMALLER) 1 AND SKALL 4ECEIV E 3,-`IREE;COATS 0:,OINT COMPOUND.TAPED AND SPACKLFD SANDED'PRIM 0 AND READY"0 RECEIVE 2 Approval Date: WITHOUT HIS EXPRESS WRITTEN
RNISHEODA14'COAT. V)
EXPOSED TO EARIII OR VVEATHEI 14 BAR OR_ARGFR 2' 3. ALL 14TERIOR G.W.S.WAAS INDICATE)AS HAA\G A FIRE RESISTANT RAII%G SHALL BE 5T FIRECODE GYM 4�41 CONSENT COPYRIGHT
NOT EXPOSED-0 WEATHER OR 14 C014TACT WITH EARTK NRECODE GYPSUM BOARD SAME AS NOTE 2 ABOVE. 'v!.IBOAR�.;11,113l, Chairman:___.___T DAMD W.MOONEY JR.2020(D
S.ASS WALL$MID JOISTS Y.
BEAMS GIRDERS,COLUMNS N. ALL IIA-IROOM WALLS.VET AR(JS.AND LAUNDRY ROOMS SHA L HAVE U'VIATER-RESISTAUl GYPSUM WALL BOARD AND SFA-L
jPRIlJCIPAL REINFORCEMENT.TIES. RECEIVE 3;-.IREE:COATS O'.10INT COVIPOUID,TAPED VID SPACKLED,SANDED.PRIMEDAND READY-0 RECEIVE 2-INISHPD
slwws OR SPIRALS) I *AT',-COAT.
e. LENGTH OF REWORCEM-NT SPLICES ARE-0 C01WORM TO A.C.1 WILDING COD S. ALLSi-OWE4S IU34REAS?.'A-LSORC-'ILIIIGSD:M?,,%TED-OR-alVEATLEFI%IS,4S,4AL.HAIJ'C-MEt,",ITIOUSBACI(SR u
- C
TO BE LESS UAN 30 RARDIX141ERS.. -R-OUIREEMEN-S BUT IN No CASE ARE III=-SPLICES BOARD Vd7H317HREE,COA-S CEMENT BOARD JOINT COM>04UNDANDJORIT MESH AS REOUREDPRIOR TO TILEAMILICCATIC%. G INFORMATION
1. %VELDED:ARE cABRiCISTO CONFORM TOA.S.T.P.'.SPECFICAItO,4A-'85. 6. ALL FLOORS DESIGNATED AS MUD JOBAPPUCA-1011 FOR A TILE-LOOP SMALL HA%E 130 FELT PAPER OVER PLYWOOD
SUEFLOOR WIRE LATH V.1*-iAVI?jIMjMOf1 14'THO CEVEHT.CONTRACTOR SHAL_COORDINATE'RAVTNO AS REO.tRED FOR
S. A-L SLABS ON GRADE ARE TO DEREINFORCEDWITH WELDEDWIRE FABRIC 3 4 D0.1,74 FROM TOP OF SLAB.AND OVER ANY PIPES OR ALL ADJ4:h-FINISHED FLOORS TOEE;LUSf-AND LEVE-MIM%WD JOB FINISHEDFI.00R. ZONE:R-20 REQUIRED' EXISTING PROPOSED &10
CONDUITS11,THE SLAB.SL21.AND TYPE 70 BE AS14DI:ATEDON THE ORA'hMS.BUT 1.4 1,10 CASF 13 THE W.W.F.TO BE L--',i THMO.6-
LEVEL t4M.TH14 SET'INISHEO FLOOR.-E CONCRETE MIX VAY BE SJESTITU-ED FOR IN SUSFLOOR.COh-RACTOR SPA.L COORDINATE FRAVJ4G ASREOUIREO FOR ALL ADJACENT FINISHED F ODRSTOBEFLJSHAND MIN 1.01 AIU:A 25.555 S I- NO CI JAN0
WI.4*1I.4WV,.F.-OR4'SLAB$F13E.RKiES4R�WFORCEIAEN'IN'7EGRAt4ThY) 7. ALL FLOORS DESICNATEDAS A THIN SET APPLICATION FOR A TILE FLOOR SHALL RAVE'12*CEMENTRIOLS BOARD OJER P.MOOD
4*S-ABS 0\GRADE. 0
3 W.N.F.IS TO LAD ONE FULL MESV SQUAAm AT AL.SIDE AID END LADS.AND BE WIRED'OGE-HEP.
A
I(ONE)COAT OF SEA.ER AND A MIMMUM 0;3(THREE)COATS OF POLYURE TIANE.CONTRACTOR SdAL_COORDINATE
8, ALL FLOORS DESIGNATED AS FINISHED WOOD FLOORS STALL HAVE ROSIN PAPER OVER PLYWOOD SUBFLOOR AND SHAD RECER E I:AR ()25 1 413 1 ---
10. NOTIFY'HE IBUILDINIG)EPAATM:NT AT LEAST 24 I-OLRS OF REOUIR:D TWE PRIOR TO TILE PLACEI/M OF CONCRETE FOOT114GS FOR I
REQUIRED INSPECTIONS. 9. ALL E)CERIOR TRIV SUCH AS WINDOW AND DOOR TRIK FASCIAS FRIEZES,MOLDING WOOD PANELS ETC.SMALL BE SECURED I %.
LSI'JG SAPI.ESS STEEL FIIQSh:IAI-S-COuNTERSU%X PUTTED S&VOED AND SW PRjV%Ej PRIOR 70 PAINTING. MAX.BLI[,I)ING All�.A 4,431.1 S F' 1 4 321 5 S.I. 4.413SI- 14 1
11. CURING 01 CONCRETE IS'0 START AS SOON AS 4E FINISH S AtI.NOT BE MARRED THEREBY DE.AYINC THE CLPjNG PROCESS WILL
NOT BE PEFWI'I ED. W. ALL EX'ERIOR IRAI SUC-i AS WINDOW AND DOOR IRIM FASCIAS TRIMS MDING WOOD PMmLS ETC.SHALL BE EflhER 69 7 68'-8" 69"1 Nil-8 IE(C F= VIE Z
FACTORY OR FIE.D 9 ICK SIDES,FRON i AND CUTS PRIMED AND RECEIVE 2 EXTERIOR PAINT F14IS-1 I`I2ON*F YAW) I Average of Two amild
(win witxIckj
SECTION 3: MASONRY SIDI".1 YAM) 10-9"
SECTION 8: WINDOWS AND DOORS (P Z1117� Lu
�' ---' v �-
1. CONCRETE MASONRY UNI'S(CVU)ARE 70 BE GRADE V TYPE'I'CON-OFIVING TO AS TIA C-9D MLOIN LOAD BEARING LNI IS'.CMJ W01-11`511)1-YARI) 2 Y-4 12'-,S" 12'-S" AUG
WID-1S:'OR WALL 1HICF4ESS.8 NOICA':D ON ME WWMS.PROVIDE CORNER SASi HALF 4EI I-I AND X1 O--IER TYPES OF 1, SEE ARCHTIECIURA_DRAWINGS cOR$*ECIFICATIONS OF A-L EnERIOR AND INTERIOR MWAS AM DOORS, (=wIng Nwi,.c.nIftmIIujw) - 2 2022
fYU REOUIRED'O COMPLETE VASONRY WALLS AS INDICATED. 2. AA GLAZING INDOORS SHOWr--R TUB ENCLOSLRE AND DOORS FIXED SIDELIGHTS AND IN i-ERIOR PAR1111MISNYHERE SUCH 15971
2. OBTAINAL_CI1U FROM ONE MANUFACTURER OEM OF UNFORY,SIZE,COLOR AND TEXTURE FOR EACH CIJU INDE REQUIRED FOR GLAZING EXTENDS TO WITHIN tfi`OF FLOCR I---V=L TO BL SHATTERPROOF TYPE GLASS.TEMPERED OR LAMNAIED AS PER COD- '1*01'Al,OF'I'wo SWES 40' '19'4" ?V-4" LLI
EACH CONTUILGLS AREA AND EACH VISUAL RELA-9 AREAS. lem.11111'KIAIINN-11AIII11LL
1 STORE ALL&RICK AND CMU OFF GROLIND TO PREVFJ41 CONTAMINATION.COVER CIJU All:)BRIC4 0 PROTECT FPOkI THE ELEVE4rS, REWREYE41S.ISEE PLANS FOR LMATION) PW)
C.D
4. MORTAR IS 10 HE TYPE'S'MORTAR It.CONFORM CE'Al-H A.S.I.M.C-2,0'MORiAR FOR UMT MASONR-.A,`ERAGECOVPRESSP.E 3. A�L GWING IN OOORSAI1D V,14DOWS 114 BATHROOM&SICIAER AREA kWS7 BE SHATTERPROOF TYPE CLASS TEYPER-DOR IkI_-.AR YAW) 40' 127'-3" 121 7'-.3 1' VILLAGE OF RYE B OF STR-ct,'OTHTOBEIBCIJ:)S.LAT28DAvS. ROOK
S. ALL CMU MASONRY WORK 18 TOWIE HORIZONTALJOUtTRENFORCEMENT*DUR-O*AL'GALVANIZED STEEL-RUSS EVERY2nd BLOCXL LAMINATED AS PER CODE FtEOTS.
JOINTREJ%FORCEMENTIS108E PLACEDI%FIRSTMOSECOID BED O:h SMOVEANDSELOVIOPENIINGS.RzITIFORCIEVIDITISTOGE 2 1/2-30' 1-29'-o 2-1029--6"
LAPPED IANIVUV OF 6'.REINFORCEMENT SIZED FOR CMU-HICKNEST 14DICAIED SECTION 9: MECHANICAL/PLUMBING BUILDING DEDARTMENT
6. C%1U AND BRICS VENEER VIALLS BACKED BY er OR 17 CLAJ 6 TOhAVE'DUR-OAAL'DU4G-EYz 170 TRUSS REINFORCEMENT EVERY
SECOND BLOCK COURSE VEuFERTIES 1,6*D.C.REINFORCEM-la SIZED FOR CVU THICKNESS'INDICATED.
7. PROVIDE ALL ANCHOR 30.,TS MIN NUTS AND VIASHERS.14 SIZES A40 QUAN-11TIES INDICATED ON THE DRAWINGS,THAT ARE TO BE 1. RELOCATE ACIIENTS GRILLES.RADIATORS AND AL.RELATED FIXTURES AS PER NEEWAND REVMEDVIALLS.RELOCATION TO BE
EMBEDDED INTO MASONRY.ANCHOR BOLTS ARE TO CONFORY.-0 THE STA%DAR S OF A.S.T.M A-W REVIE NE D BY WAD CONTRACTOR TO MEET ALL APPLrAS_E CODES&COORDINATE W1 I H ARCI-11 ED I AND OWNER.R.
S. MORT:AR JOINT S ARE TO BE SIRAIGIT AND L EWL.OF A LNIFORM THICKNESS AhO DEPTH.1H ICUJESS TO BE BE I WEEN 15'AUD li"2.
JOPITS AT INIERSECT146 CORN:RS MUST MEET. 2 CONTRACTOR$HAL.PVAOE AL.LABOR'.IAYEFUALSANDEQJIPkFIIT14ECESSARYTOI,ISTALLPLU16liwiG RELA�._O;IXTURES CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA
8. GROUT FOR FkLI4GCMU CORES SOLIDLY IS TO BE TYPE'rx OR"E'S M.RTALRINC%FORMA1ICE.14R,A.S.T.M.C470*GROUT FOR VENIILATIOK HEATING AhD AIR coNor-ION11G.AL WORK SHALL COMPLY WITH NYS BUILDING HC 2018&LOCA,CODE
UNIT MASCIIRY*. SUBCONi-RACTORS SMALL COOROIWE WORK WITH ALL TRADES.
M FILL CIJU CORES SOLID.Y AlTh GROUT A MINIVUVOF T-HREE(3)COURSES UN OER EACH LI4TE_SEMI*PLATES.EMBEDMEN`TS OR 6ROUNI) SIASMIC WIN'11`11 ICI-.SHILIA)
OTHER SIMILAR C014MONS UNLESS OTI-ERVVISE NOTED. 3. hEA'I\G FRES-1 AIR EXCHANGER AND&C.EOUIPIAENT S-iALL BE SOS1ZEDA4D NSTAL.E�'TO JJAJNTAJ4 72 DEGREE F14DOOR SUBJECT TO DAMAGE FROM
11. A-L STEEL LINTELS TO BEAR A 010,11,11 OF 4'ONTO SUPPOR-S PRECAST CONCRETE PRECAST CONCRETE LL41ELS ARE TO BEAR A TEYPERATUREA11HODEGREESIF.GUIDOORIEMPIERATURE. SNOW SPEW) 1)1.'SIC;N ------ 1)1:.Sl(tN t.fNl)l-RI.AY-
1.111ULI 04TO SUPPORTS. I OAD CA'I'I:(j0Ry FR0S'I'IAN[' :,M IIA1,AkI)S
il CAU.KJ4GFORCONTR0.MDEXPANSICN.10947S TO BEGE.SIJCDNE BASE SEALANT O1A4,APPROVEO:OJALNSTALLATr1 WFA1111-NING I'I'R M I'l 1: I)I:CAY
4. ALL HEATING AND CON,,nou;qG.AccEssoR:IESAt,D APAA-EhANCES SHALL BE U.L LISTED AND INSTA-LE)INJIIIIIIIIIILR��
APPROPRIATE FOAM BACKER ROD IN ACCORDANCE WITH MANUFACTURER'S INS'RUC1IDNS. WITH SAVE. \2N
13. M--CONTRAC-OR 15 TO PROJECT ALL MASONRY WALLS FROM COLD WEATHER tNS7ALLAJONS'OPqENENT MORTAR FROM FREEZING, FPEKmrr#i i0 or 30 110 C SI:VI:Rl: 421" MOIA-RA'I'I: Sl,l('jl I'I' 7o 1: Y17S FIRM MAY
5. BATHROOM,KITCHEN All)DRYERS SHALL BE EXHAJSTED TO THE EXTERIOR 14 ACCORDANCE 14111.NY SLILDING AND ITC 20". 9 09 2007
fi. ALL PLUMBING SHAL.BE DONE IN ACCORDAhC;-WITH CT BUILDING.IRC?010 AND NA-IoNAL DiU1,18MG CODE LOCA I DAVID W,MOONEY ATTEST THAT THE INSULATION
SECTION 4: METALS MISDICTIO'IS AND BEST PRACTICE. AND ENERGY DESIGN OF THIS STRUCTURE MEET OR
7. PROVIDE SH.-OF"VALVE_S AL ALL FVIURE3;No APP,IANC�_S. Sf3L# EXCEED THE STANDARDS OF THE NEW YORK STATE TABLE 402.1(1)
1. CONS-RUCTION SIA,L CONFORM TO RISC I W JAL OF S-EEL COhSTRUC-ION'_AIEST EDITION,
m
2. MAIERLA.S FOR STRUCTJRA,STEEL SI-AA CONFORM TO THE FOLLOWING BUILDING CODE REQUIREMENTS FOR ONE AND TWO
AsimspEaFICA-IONS S. ALL PLUVEINGPIDING-OCOMCILYINITH iCCA.CODE.INSU.ATE HO-AND COLDWA7-RSUPPLYPIIING. FAMLY DWELLINGS. INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT
BEAMS GIRDERS MISIC STEE. A38
PLATES AM S. P1TN4L_VA-�R.I?IcSTO.O�YPOtNTIOD;ZA14AL40�ftOADEDRAIII%4W. DATE API-R Agj;LL2z1 MINIMUM REQUIRED THERMAL PERFORMANCE(U-FACTOR AND R-VALLIE)
3. AA BOLIED CONVECTIONS SHALL BE MADE LSING A325-F BOLTS?J4*DW.IEI:R STALLED IN ACCORDANCE 11IT-4
'SPECIFr,AID4$FrjRS-RLCTURA-JO]tsIS USING A32,OR AA9D BOLTS�N_ESSOTHERMSEOE AILED. W. WSYS'EMTOCOMPL-Al-aCl BUILDING.IRC201C WPARSOuIREVEN'S GAS CODE AN3AA OTHER LOCAL CODES A%D
4. STEEL CONCRETE REINFORCE%11%' REOUIREVER-S MANG JLRISDIC-ION. (1 IMA'I1-'/0\1 4 wool-) ql Ali
BARS NEW BILLET STEEL DEFORmED BARS ASTIA A 615 GRADE 60 SIZED AS t*':D 01, ORAYINGS. IWATIN6 CUAIANU FRAM); 'I MAgS WAI I I-10ORS BASi MINI III IZIMj I I,Z CRAWL SIIACI
WM I S R-VAI(I& WAIA.S 1/4"fl'-O"U.ON,
5. PRO14DE Irt 01-WETER THREADED ANC-40R SOL S WITH NUT&WASHER A-6-7 D.C.AMVIUM 1,1440.12 PER RLAI E TO XICHOR DI-XiMil: R-VAIJIF, WALL R-VA].1 1, �-VAT I I R-VAIAIF.
NELDED AIRE FABRIC JVAYF)ASTIJ A1185 SIZES AS'IOIEO ON DRAWINGS. 11. GAS PIPING FITTINGS VALVES MA%Gr.RS LTC.TO C0V`P_Y ATM CODES HAVING JURISDICTION. I)AYS -1:\('I OR I-Im"11JR R VAI III, I R-VAI I I I)I;p-I SCALE,
EXTERIOR SIASAND I2'1AJTHJ;%ENDS OF FJC-I PLATE.AhCIOR BOLTS SHALL BE AM OR A3D1 SISEL. 12. PIL.113ING CONTRACIOR SMALL INCLUDE IN BASE BID ALL PL..MBING FW JRES a iNSTA-LATION AS INDICATED Ot I)ATE:07.20.22
EM3COILIENI-OBErFORPOJR-DCONCR"-TE ITFOR C.M.U.-SEE DETAIL DRMI INGS FOR SPECtFIEDLENG-H. VICLU'ING AA;InNCS REOURED FOR PROPER NMihG CONDITIONS P�URJBIIG 9XILRE SatCIION BY OVI .iii ...... .......
e Al STEEL SHAH BE SHOP PAINED ATTH GRAY ZINC CH30VATE PROAER 2.0 MiLS.IN 7HCXNESS.EXC:P'7-0.FIELD WELDING PROVIDE PRICING ALUMAHCES FOR-IXILRES. SUILDING INSP TOR, age of Rye 13rook,Ny 5.500-5.999 (112 051 11-19 'R-20 R-1 R-30 R-1 I R-10 21 1 R-11 JOB No.
IS sOSEMIE.ALL A'E_DS ANDeARE SPOTS SMALL RECEIVE TOJCH UP PAIN-ING. 13. PROVIDE FIRE STOPA L DENE-RATIONS TI-ROUCH FLOORS AKONALLS BY FILLING ALL VOIDS GAPS ANDOMINGS1,SING .................
7. ki.CGLLMNSLNISSOTHEM%ISENOT:-DSftLOE3112-Dik-A:-rER(4-OD.I STANDARD STEEL PIPE COLJ%INS(SCHEDLLE AID APPROVED FIRE STOPPING VIMERIA-S.
TYRE All H BEARING PATES A-IVA40 SOrTOY WELDED TO COLUU14 PRIM:-COAT OFF PAINT TO BE APPLIED AFTER WELDING I1R0VII)I:I) 032 R-30 R-13 R-1 I R-30 R-I 3 R-10 21 1 I<-I I FILE:
.......................
18. J-VAC CO%-RACTOR-0 DESIGN AN)PRCVID=SPECIFICATIONS AND PLANS FOR A NEW HVAC SYSTEM
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