HomeMy WebLinkAboutBP12-088' PERMIT #�1 l'o�i ^U� � DATE � �x f� %�1 �7//3
SECTION J' r ,�"'BLOCK,_�� LOT_�i,,,�_C / —al � �'�-�
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piwUMBING � ______
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AS-BUILTIFINAI SURVEY ✓ Cel ���
REQUIRED PRIOR TO
FINAL INSPECTION COI-Tla�a�
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■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted D
■ Print your name anc add one he reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
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A. WPLETE THIS SECTION ON DELIVERy
Signature
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❑,fecka ic).Date of +-V 0 1
Delivery 1 (V1
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erentfromitem1? Yes
If YES, enter delivery address below: ❑ No rD 1 -1I 1 l n�sc ,�e.
3. S ice Type
Certified Mail ❑ Express Mail
❑ Registered Ef Return Receipt for Merchandise
❑ Insured Mail ElC.O.D.
4. Restricted Delivery? (Extra Fee) El Yes
2. Article Number
(transfer from service label) 7 2 6 8 u 0 0 0 2 u 5 51 3 8 6 8
PS Form 3811, February 2004 Domestic Return Receipt 10259e-02-M-1540
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SCOPE OF WORD: DRAWING LIST
L EXISTING MULTI-FAMILY DWELLING " o
ARCHITECTURAL DRAWINGS `�. ��'"` � "fu�, ^ : � � �'•
2. REPAIRS TO EXISTING STRUCTUREj � �M
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3. EXISTING UTILITIES TO REMAIN A-1 LOCATION
COVER SHEET
A. SITE WORK TO REMAIN UNDISTURPT
GENERAL NOTES A-2
ZO
NING&BUIL G C ES: EXISTING SITE PLAN AND PHOTOS A-3
1.ZONING:R2-F MULTI-FAMILY RESIDENCE DISTRICT D, O E_
PHOTOS AND DETAILS A-4 1 ��� �
2.CONSTRUCTION CLASS:5B-UNPROTECTED WOOD FRAME. �' ^
3.THIS RESIDENCE CONFORMS TO THE RESIDENTIAL CODE OF NEW YORK ANIo'Hih DETAILS A-5
UNIFORM FIRE PREVENTION AND BUILDING CODE. u '
4.THIS RESIDENCE IS DESIGNED TO MEET OR EXCEED THE CURRENT MINIMUM s (
ENERGY AND MECHANICAL CODES.
5.ALL MECHANICAL;ELECTRICAL,PLUMBING,AND HIRE PROTECTION WORK TO BE
INSTALLED BY LICENSED CONTRACTORS.
AMENDED PLANS:
AMENDED PLANS AS PER CODE REVIEW BY MICHAEL J.IZZO,BUILDING AND FIR.b
INSPECTOR FROM THE VILLAGE OF RYE BROOK,NY.DATED NOVEMBER 9,2011.
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This is to certify that all lots and parcels shown on this
plat comply with the requirements of the.Zoning Law of
the Village of Rye Brook,NY.
ADDRESS:54,6 Westchester Avenue ^�
kNE AL C A►S: R,e Brook,NY .�
1.THE GENERAL CONDITIONS ARE HEREBY MADE AN ADMINISTRATIVE PART OF 15.REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF
THESE DRAWINGS,AS IF HEREIN WRITTEN IN FULL. LIENS,SIGNED BY ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS,IN ADDITION ZONE :R:----1t:
2.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALFT)DIMENSIONS. TO THE GENERAL CONTRACTOR.
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3.LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE 16.ALL REQUIRED AND NECESSARY PERMITS SHALL BE SECURED FROM ALLDRAW
O IN NGS.ALLRESPECTS AND NO IT IS THE INTENTION
WIDRAWINGS TO PROVIDE FOR A COMPLETE MUNICIPAL AGENCIES LLL BE ALLOWED OR MA.ER AL SANDNG JURISDICTION AT THE COST AND EXPENSE OF THE
OR CONTRACTOR AND PR OR TIO START OF WORK AND SF ALL OBTA N APPRO AL OF ALL ZONING r� '4 ALY SIS
LABOR REQUIRED TO COMPLETE THE WORK AS INDICATED. COMPLETED WORK AS REQUIRED BY ADMINISTRATIVE CODE AND ALL REQUIRED _
4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITION,S QN THE JOB A N D AGENCIES. ZONING �- SCHEDULE oFREQUIREMENTS
THE ARCHITECTS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS I_R01lv1 THE 17.EACH CONTRACTOR WILL BE HELD RESPONSIBLE FOR HIS/HER WORK.THE DATA BUILDIN3i,EIGHT MIN.LOT SIZE WIDTH LOT
DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS.PROVIDE DIMENSIONS GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITONS OF THE ETAE
R2-F STORIES _FEET AREA(MIN.) FEET PEERCRCENTAGE
SUBJECT TO ACTUAL FIELD CONDITIONS AND NO CREDITS OR EXTRAS WILL BE BUILDINGS AND WILL BE RESPONSIBLE FOR THE JOINING OF WORK OF ALL TRADES. REQUIRED 2 30, 5,000SF. 25,00^ 30%
ALLOWED FOR DISCREPANCIES UP TO F-0"IN ANY MEASUREMENT. 18.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE
5.CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL CODES, REQUIREMENTS OF"SAFETY OF PUBLIC AND PROPERTY DURING CONSTRUCTION ACTUAL 2 zB' rs,z6as.F ro0.00� sss� U
ORDINANCES,RULES AND REGULATIONS.CONTRACTOR SHALL ARRANGE FOR ALL OPERATIONS"AND SHALL BE HELD RESPONSIBLE FOR THE SAFE MAINTENANCE AS PROPOSED NO CHANGE NO CHANGE NO CHANGE
NECESSARY PERMITS AND INSPECTIONS INCLUDING THE OCCUPANCY CERTIFICATE. PRESCRIBED THEREIN UNTIL COMPLETION OF WORK. MINIMUM YARD DIMENSIONS(FT.)
6.CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 19.THE CONTRACTOR OR PERSON WHO SUPERVISED THE WORK IS REQUIRED TO BE MrNIMUMPRONT SIDE YARD SIDE YARD MINIMUM REAR
PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, PRESENT AT FINAL INSPECTION WITH THE BUILDING DEPARTMENT INSPECTOR. SETBACK(DEPTH) (WIDTH OF LESSER) (COMBINED) YARD(DEPTH)
COLLAPSE,DISTORTION AND MISALIGNMENT ACCORDING TO APPLICABLE CODES, 20.THE ENGINEER HAS NOT BEEN RETAINED TO SUPERVISE ANY CONSTRUCTION OR
STANDARDS AND GOOD PRACTICE. INSTALLATION OF ANY EQUIPMENT. REQUIRED 20.00' 6.00' 76.00' 30.001, o m
7.IF NECESSARY CONTRACTOR SHALL DISCONNECT,CAP AND REROUTE ANY 21.THE OWNER SHALL BE RESPONSIBLE FOR THE SAFE MAINTENANCE OF THE EXISTING 46-70` 8.30, 66.20' 84.00'
EXISTING WATERLINES,SANITARY OR UTILITY LINES IN AREA OF NEW FOUNDATIONS BUILDING AND IT'S FACILITIES.
AND SHALL USE HAND EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND 22.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO NEW PROPOSED NOCHANSE NO CHANGE NO CHANGE NO CHANGE
UTILITIES AND SERVICES.IF ANY LINES ARE BROKEN OR DAMAGED,THE YORK STATE FIRE PREVENTION AND BUILDING CODE. »ENs1Tx REQuIRknnr T Q
CONTRACTOR WILL REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND 23.CONTRACTOR SHALL VISIT THE SITE,CHECK AND VERIFY CONDITIONS, -EXISTING ;.IILY HOUSE(NO CHANGE)
ARRANGE FOR PROPER INSPECTION OF HIS WORK. FAMILIARIZE HIMSELF/HERSELF WITH EXISTING CONDITIONS UNDER WHICH WORK
8.THE INSTALLATION OF ALL MATERIALS Ahr1 PRODU`�S�H:^I =T '�A,I! I�_'r 1, IS TO BE PERFORMED AND CORRELATE HIS/HER OBSERVATIONS WITH THE R-2 OCCUPANCY TO CONFORM TO THE NYSUFP&BC o
FIRE DEPARTMENT'S REQUIREMENTS AND REGULATIONS,PROOF OF WHICH SHALL REQUIREMENTS OF THE PLANS.ANY DISCREPANCIES SHALL BE REPORTED TO THE z
BE FURNISHED TO THE VILLAGE OF RYE BROOK PRIOR TO THE INSTALLATION OF OWNER IMMEDIATELY.
SUCH MATERIALS AN EXISTING THREE hAMILY DWELLING TO CONFORM TO THE >
D PRODUCTS. 24.CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR ALL THE ACTS AND
9.PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AND OMISSIONS OF ALL HIS EMPLOYEES AND SUB-CONTRACTORS,THEIR AGENTS AND CURRENT STANDARDS OF THE NYSUFP&BC IN THE FOLLOWING � n
SECTIONS: W
( ) PERSONS PERFORMING ANY OF THE WORK TO BE DONE. -
EXISTING AREAS.INSTALL AND REMOVE AFTER COMPLETION ALL TEMPORARY ALL OTHER
SUPPORTS,HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL LOADS AND 25.CONTRACTOR SHALL PURCHASE AND MAINTAIN SUCH INSURANCE AS WILL PE
SUPPORTS, I �( x
PROTECT EXISITNG WORK FROM DAMAGES OFANY KIND,INCLUDING DUST. PROTECT HIM/HER RESULT FROM THE CONTRACTORS OPERATIONS,WHETHER BE 1.1009.1.5.LANDING AT DOORS sB� g s�
2.1009.1.STAIRWAY WIDTH l�_�
10.FLASH,CAULK AND SEAL ALL JUNCTIONS OF NEW AND EXISTING ROOFS,`AALLS HIMSELF/HERSELF,SUB-CONTRACTOR,OR BY ANY OF THEM FOR WHOSE ACTS ANY 3.1.009.3.STAIR'TRI,A,I)S AND RISERS DATEAPPROVED 'o
AND PENETRATIONS TO FORM A WATER TIGHT ASSEMBLY.ALL FLASHING TO BE 16 OF THEM MAY BE LIABLE. 4.1009.4.STAIRWAY LANDINGS
OUNCE COPPER SHEATHING OR APPROVED EQUALAND EXTEND AT LEAST 8"ABOVE: 26.CONTRACTOR SHALL COMPLY WITH ALLAPPLICABLE LAWS,ORDINANCES, 5.1009.5.2.OUTDOOR CONDITIONS SUILDINGINSPECToI B.OfRyeBmkNY cD 0
INTERSECTING SURFACES. RULES AND REGULATIONS OF PUBLIC AUTHORITY HAVNG JURISDICTON FOR THE
6.1009.1.0.HANDRAILS
11.ALL ELECTRIC WORK SHALL CONFORM TO RULES AND REGULATIONS OF THF', SAFETY OF PERSONS OR PROPERTY&TO PROTECT THEM FROM DAMAGE,INJURY OR 7.1006.1.MEANS of FGRESS/EXIT DISCHARGE ILLUMINATION REQUIRED. a q a a
8.1006.3.ILLUMINATION EMERGENCY POWER REQUIRED.
LOCAL MUNICIPALITY,THE NATIONAL ELECTRIC CODE AND THE LOCAL ELECTRICAL LOSS. D aEo AR ti
INSPECTION AGENCY. 27.CONTRACTOR SHALL PROPERLY CLEAN UP DURING PROCESS OF WORK. APP11,0" n� FILE COPY
^F OF RY(' �?��� CA
12.ALL PLUMBING WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE CONTRACTOR,UPON COMPLETION OF WORK,SHALL LEAVE PREMISES CLEAN,NEAT vl+:'•. I,..;
RESIDENTIAL CODE OF LOCAL MUNICIPALITY. AND ORDERLY. ARCI~`"
13.ALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE 28.CONTRACTOR SHALL GIVE ALL NOTICES. Luu / AS-BUILTIFINAL SURVEY r
REQUIRED PRIOR TO
HARDWIRED W/BATTERY BACKUP AND INTERCONNECTED IN ALL BEDROOMS AND 29.UTILITY CONNECTIONS TO BE FILED UNDER SEPARATE APPLICATION. FINAL INSPECTION 9 288A
APPLICABLE SPACES. of N j
14.THE ENTIRE PREMISES,INSIDE AND OUT,SHALL BE CLEANED OF ALL DEBRIS AND
EXCESS MATERIALS,TO THE SATISFACTION OF THE OWNER,INCLUDING LABELS AND D I�C,E[W
PROTECTIVE COATINGS ON ALL MATERIALS.
6 INSTALLATION AND MAINTENANCE OF
NEW YORK STATE ENERGY CODE GEOGRAPHIC,CLIMATIC& BUILDING CODE ANALYSIS
EROSION CONTROL IF NECESSARY
STRUCTURAL DESIGN CRITERIA �
o
1.DESIGN OF INSIDE TEMPERATURE OF EACH ROOM THAT IS HEATED AND/OR R-3 ONE FAMILY DWELLING
COOLED.HEATED 70F(MIN CT) EXISTING CONSTRUCTION CLASS TYPE V-B CONSTRUCTION SCHEDULE
HEATED 70F(MIN CT) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA �-o r-,
ZZ COOLED 78F(MIN CT) NOTIFY APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 5 a' 0 M
z GROUND WIND SEISMIC wiNrh2 ICE FLOOD R FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS DAYS PRIOR TO START' <Z+d'
` ALL INSULATION WHICH IS CAPABLE OF ABSORBING WATER SHALL BE SNOW SPEED DESIGN SUBJECT TO DAMAGE FROM WINTER srIEILDS HAZARDS EREE�BNc, (HOURS)CONSTRUCTION CLASS TYPE V B
I R D T ECTED BY A VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF LOAD f Rl rERIA TEMP UNDER_
FxDETu E LAVMExr a)vo9n9so INDEX EROSION CONTROL MEASURES *� '
EATHEAIY I'ERP.4ITE DECAY
THE INSULATION.INSULATION SHALL BE INSTALLED IN A MANNER THAT DEPTH
REQUIRED b)4nv2000
cC>9;2s2o07 Install all erosion control measures prior to start of construction.
PROVIDES CONTINUITY OF INSTALLATION AT PLATE LINES,SILL LINES AND �IoflERATE SLIGHTTO ForFi-Dowd BUILDING ELEMENT REQUIRED EXIST. MATERIALS Call for inspection from the appropriate Munici al Agency having jurisdiction at least 2
2 I 110 C SEVERE, 3'-6" To uavY MODERATE 7 YES 9/28/2007 618 pp g y b J �
CORNERS. RATING RATING days prior to finish. d' r
3.LOCAL ENERGY CONSERVATION CONSTRUCTION CODE �. �
ENERGY CONSERVATION CONSTRUCTION CODES THAT ARE MORE.STRINCTEN'I', INSPECTION BY MUNICIPALITY y O
IN THEIR REQUIREMENTS THAN THE CONNECTICUT STATE ENERfiY �"�' STRUCTURAL FRAME 0 0 WOOD FRAME MAINTENANCE(TO BE PERFORMED DURING ALL PHASES OF CONSTRUCTION)
CONSERVATION CONSTRUCTION CODE SHALL APPLY AND BE IMPLEMENTED CODS ' CATION After any rain causing runoff Contractor to inspect haybales,etc.and remove any q O M
WHEREVER REQUIRED. BEARING EXTERIOR excessive sediment,and inspect stockpiles and correct any problems with seed �}
4.AIR LEAKAGE FOR ALL BUILDINGS EXTERIOR DESIGN CONDITIONS-NEW YORK STATE WALL 0 1 WOOD establishment.
ALL EXTERIOR DOORS AND WINDOWS SHALL BE DESIGNED TO LIMIT AIR Inspections shall be documented in writing and submitted to the appropriate Municipal d,
BEARING INTERIOR
LEAKAGE INTO OR OUT OF THE BUILDING ENVELOPE.MANUFACTURED COUNTY ZONE WALL WINTER DESIGN SUMMER DESIGN COINCIDENT DESIGN HEATING 0 0 WOOD Agency having jurisdiction. O"
Y-BULB TEMP. DRY-BULB TEMP. WET-BULB TEMP. DEGREE DAYS
DOORS AND WINDOWS SHALL HAVE AIR INFILTRATION RATES NOT DR
EXCEEDING DOSE SHOWN IN TABLE 4-4.SITE CONSTRUCTED DOORS AND NON-BEARING INTERIOR STOCK PILING OF EXCAVATED MATERIAL
0 0 WOOD Strip Topsoil and Stockpile.
WINDOWS SHALL BE SEALED IN ACCORDANCE WITH SUBDIVISION(B) WESTCHESTER 7 84 73 5750 12B WALL U
Stockpile Excavation Subgrade.
SECTION. FLOOR CONSTRUCTION 0 0 WOOD Seed piles with I lb.total annual rye or remove from site within 2 days.
5.EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAME,OPENINGS
BETWEEN WALL AND ROOF/CEILING,FLOORS AND ROOFS,AND ALL OTHER SIMPLIFIED PRESCRIPTIVE BUILDING ENVELOPE THERMAL COMPONENT FINAL GRADING
SUCH OPENINGS IN THE,BUILDING ENVELOPE SHALL BE CAULKED, CRITERIA M1 9%cl i.`J 1Z,{UI%ED THERMAL PERFORMANCE(U-FACTOR ROOF CONSTRUCTION 0 0 WOOD Remove unneeded subgrade from site.
GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED. AND R-FACTOR) Call for inspection from the appropriate Municipal Agency having jurisdiction at
6.SHOWERS,OTHER THAN THOSE USED FOR SAFELY REASONS,SHALL BE at least 2 days prior to finish.
EQUIPPED WITH OUTLET DEVICES WHICH LIMIT THE FLOW OF HOT WATER TO HEATING MAXIMUM MINIMUM
A MAXIMUM OF 3GPM AT A CONSTANT WATER PRESSURE OF 60 PSI. DEGREE LANDSCAPING
7.RESIDENTIAL BUILDINGS,HOWEVER,SHALL BE LIMITED TO A SERVICE DAYS Spread topsoil evenly over areas to be seeded.Hand rake level. �
GLAZING CEILING WALL FLOOR BASEMENT SLAB CRAWL Broadcast 1:25 lb.Bag of Jonathan Green"Fast row"mix ore equal over areas to be WATER HEATING SYSTEM MAXIMUM TEMPERATURE SETTING OF 140F. u-FACTOR R-VALUE R-VALUE R-VALUE WALL PERIMETER SPACE g g 9 1--t M
8.LIGHTING POWER BUDGET R-VALUE R-VALUE WALL R- seeded.Apply straw mulch and water within 2 days of completion of topsoiling.
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ONE AND TWO FAMILY DWELLING AND THE DWELLING PORTION OF MULTI AND DEPTH VALUE Call for inspection from the appropriate Municipal Agency having jurisdiction at least 2
FAMILY BUILDINGS ARE EXEMPT FROM THE EQUIPMENTS OF THIS SECTION. days prior to finish. O
9.DESIGN PROFESSIONAL STATES THAT TO THE BEST OF HIS KNOWLEDGE WESTCHESTER 0.40 R-38 R-19 R-30 R-10 R-9,4%0^ R-19 FINAL LANDSCAPING
AND PROFESSIONAL JUDGEMENT,THE DESIGN HAS BEEN MADE IN r�
CONFORMANCE WITH THE ENERGY CODE. Grass established.
10.THIS DESIGN ANALYSIS IS NOT TO BE USED AS THE DETERMINING FACTOR Call for inspection from the appropriate Municipal Agency having jurisdiction at least 2 •tv �'
days prior to finish.
IN COMPUTING THE DESIGN OF THE HEAHNG
AND/OR;QUI MENT TO BE INSTALL D IN THE BUIL ING.TO DO SO WILL BE AT THE
FINAL INSPECTION
BUILDER AND/OR CONTRACTOR'S RISK.THE ARCHITECT OR ENGINEER SHALL
1.All erosion control measures removed and grass established.
BE HELD BLAMELESS FOR ANY HEATING OR VENTILATING EQUIPMENT 2.Call for inspection front the appropriate Municipal Agency having jurisdiction at O
INSTALLED AT THE JOB SITE. least 2 days prior to finish.
ENERGY CONSERVATION CODE a �
WINDOW INFILTRATION SHALL NOT EXCEED 0.5 CF PER LINEAR FOOT OF M�
CRACK WHEN TESTED AT IMPACT PRESSURE OF 25 MPH WIND.
DOOR INFILTRATION SHALL,NOT EXCEED 1.0 CF PER LINEAR FOOT OF CRACK In
WHEN TESTED AT IMPACT PRESSURE OF 25 MPH WIND.
EFFICIENCY OF HEATING NEW EQUIPMENT SHALL NOT BE LESS THAN 75%
E.E.R.FOR AIR CONDITIONING EQUIPMENT SHALL NOT BE LESS THAN 6.8
DOMESTIC WATER HEATER TO HAVE INPUT OF 75.000 BTU'S OR LESS WITH
CAPACITY OF NOT LESS THAN 20 GAL.NOR MORE THAN 120 GAL W/RECOVER w
EFFICIENCY OF 75% 0
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EXTERIOR JOINTS AROUND DOORS,WINDOWS,WALLS AND CEILINGS SHALL
BE CAULKED,GASKETED,WEATHER-STRIPPED OR OTHERWISE SEALED.
THERMAL TRANSMITTANCE VALUES SHALL BEAS FOLLOWS:
EXTERIOR WALLS:Uw=0.80 FLOOR OVER UNHEATED SPACE:R-0.08
ROOF ASSEMBLY: Ur=0.05 SLAB EDGE: R-0.50
ENTRANCE DOOR:Ud=0.05 WALL INSULATION: R-19.0
ENTRANCE DOOR:Ud=0.40 ROOF INSULATION: R-19.0
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I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN DESIGNED IN a Q
4
ACCORDANCE WITH THE CONNECTICUT ENERGY CONSERVATION CODE. a>
THE ENGINEER HAS NOT,BEEN RETAINED FOR ANY SUPERVISION OF THE
INSTALLATION OF MINERALS AT THE JOB SITE. a
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND COMPLY WITH ALI, IL
APPLICABLE LAWS AND REGULATIONS OF THE ENERGY CODE.
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PLUMBING
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NO PLUMBING WORK TO BE PERFORMED
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ELECTRICAL a
NO ELECTRICAL WORK TO BE PERFORMED
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MECHANICAL 4
NO PLUMBING WORK TO BE PERFORMED
EXISTING VINYL SIDING GENERAL SITE NOTES: v
TO BE REPLACED 1.EXISTING SITE ELEVATIONS ARE TO REMAIN.
3.THIS SUBJECT PARCEL IS SERVED BY V ILLAGE WATER AND VILLAGE p
SEWER. M v,
4.ALL GROUND AREAS DISTURBED DURING CONSTRUCTION SHALL BE
RE-GRADED,MULCHED AND SEEDED IMMEDIATELY UPON 4)
°` Ff COMPLETION OF CONSTRUCTION PHASE.
EXISTING STUCCO CHIMNEY TO T' r S.ANY EXCESS MATERIAL EXCAVATED DURING CONSTRUCTION SHALL
't3
I BE REFINISHEDX.
BE DISPOSED OF LEGALLY OFF-SITE.
p
ry
f r 6.ALL SEDIMENT AND EROSION CONTROL DEVICES AND PROVISIONS
EXISTING STUCCO FINISH TO BE r, r f , SHALL BE MAINTAINED IN OPERATIONAL CONDITION BY THE GENERAL
SCRAPED AND REFINISHED ,: x'. CONTRACTOR UNTIL FINAL COMPLETION OF THE PROJECT. � —•—
NOTE; THROUGHOUT Gq
ALL UTILITIES TO EXISTING STRUCTURE
To REMAIN UNDISTURBED CONSTRUCTION STAGING, M Q
THROUGHOUT CONSTRUCTIONPHASE f I
SEDIMENTATION AND EROSION CONTROLS '
1.INSTALL SEDIMENTATION AND EROSION CONTROLS AND TREE
PROTECTION AS NEEDED THROUGHOUT. lz
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2.PRIOR TO DEMOLITION THE GENERAL CONTRACTOR SHALL OBTAIN
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EXISTING TRIM TO k 1�� A DEMOLITON PERMIT AND.ARRANGE FOR UTILITY SHUT-OFF IF
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o EXISTING SITE BE REPLACED WITHf` A f NECESSARY.
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CONDITIONS AND NEW ALUMINUM g.f ; f 3.BACKFILL WITH CLEAN COMPACTED SOIL FILL AS DIRECTED.
I WRAP AND VINYL 4.MARK AND CUT TREES TO BE REMOVED IF NECESSARY.
UTILITIES TO REMAIN` ti 5.STRIP TOP SOIL AND STOCK PILE IT WIT APPROPRIATE
n1 EXIST.1 STY SOFFITS
GARAGE
UNDISTURBED SEDIMENTATION CONTROL MEASURES.
I 6.EXCAVATE FOR PROPOSED FOUNDATION.
133 b y�! �lr' f`t`��,"F 7.CONSTRUCT FOUNDATION.
S.BACKFILLAND ROUGH GRADE AROUND BUILDING FOUNDATION
AND STABILIZE ALL SLOPES.
GUTTERS AND LEADERS
B PHOTO To BE REPLACED
j LAWN I EXISTING EGRESS STAIR TO Aj_l
FRONT DOOR TO BE PAINTED NOTE: O
+ REPAIRED AND REPLACED AS y f I�1 POSTS SHOULD NOT BE SPACED MORE THAN I o'APART
ASPHALT NEEDED ` `� PROPTx PROPEx �-
DRIVEWAY I SILT STOP SILT STOP �y
AND PARKING POST
NEW STAIRCASE TO COMPLIES BACKFILL BACCFILL � ^�
WITH ALL ZONING SETBACKS EXISTING SHEATHING TO BE v4 U O
EXAMINED AFTER HOUSE WRAP
1 i AT EVERY ELEVATION IS REMOVED.REPLACE
SET FORTH BY RYE BROOK SHEATHING AS NEEDED
B '
/' �';�
NATIVE
i I NATIVE% / \\ /�•+ �J r
EXIST I s a EXISTING HOUSE WRAP TO BE EXISTING STUCCO FINISH TO �� ��,�
BE SCRAPED AND
� �:f.� �� ��?L^�,�.�:��I�IZI�Y REMOVED.NEW HOUSE •���°�-r d`
FRAME 17`-5' WRAP TO PLACED OVER REFINISHED THIROUGHOUT l�
HIMNEYS AND FLASHING EXISTING SHEATHING � � I i�I ny v
TO BE REPAIRED v""'`9� s I ,j ('ter��1� ,z l INSTALLATION DETAIL
EXISTING VINYL SIDING EXISTING STUCCO SEDIMENT CONTROL FABRIC
' TO BE REMOVED AND NEW CHIMNEY TO BE N.T.S.
VINYL SIDING TO BE
REFINISHED
EXISTING 2 STORY 8.3' INSTALLED
WOOD FRAME I c°
EXISTING STRUCTURE
TO RECEIVE NI=,W
EXTERIOR TRIlV1 s
C,/ `N
EXISTING STUCCO FINISH / n f S1`u C LC) ge
TO BE REPAIRED ANDf% Pa�y
o LAWN r '
o I ' REFINISHED AS NEEDED ' Q
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►91 S (2ST SS u Y&C 1✓224� � z
LOT LINES AND ,/
1 SETBACKS TO REMAIN. �
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EXISTING STRUCTURE }x€' '
r f 3r d r"1�t*k£ ${ 1 s�. >r f 1 £$ Q p Q
L------------- ------------ --� CONFORMS TO LOCAL
o I ZONING REGULATIONS
N60-59-00 W 100.00 i i fi � q
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r r R ✓f/ F� 's � E"W.. � N
WESTCHESTER AVENUE
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(A� EXISTING SURVEY EXISTING WINDOWS TO BE
RESEALED EXISTING FLUE PIPE TO BE
EVALUATED AT TIME OF
A-3 SCALE:1 f1 6 1 -®" CONSTRUCTION
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_ EXISTING VINYL SIDING
' GENERAL NOTES:
To BE REPLACED v
w _ 1.G.C.TO MAKE ALL REPAIRS IN ACCORDANCE WITH DRAWINGS.IF a" Lr)
!k , _, .,. _, ._ ,�•, �� ADDITIONAL REPAIRS ARE REQUIREDL BE BROUGHT TO
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THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCING WORK.
PERFORMS 2.ALL REPAIRS TO BE
�� •� D DURING BUSINESS HOURS.
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� ��.�t.£. ... ,�:,� � " • »�.-�..; ,,.� � �::�. ,r x �� f ,� � ���. k{ ,,, � CURRENT DWELLING IS OCCUPIED AND SHALL REMAIN so
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s "z EXISTING STUCCO THROUGHOUT CONSTRUCTION.
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• - �I,,,7. ���.���,��, ;,��,y w^N �,, FINISH T E �. '� .'�, ,. .,.r�x� .<, 3.G.C.TO MAINTAIN Al l ROPRIATE SAFETY MEASURES THROUGHOUT "t
CONSTRUCTION PHASE TO PROTECT RESIDENTS.SCRAPED AND
? x REFINISHED 4.NOTIFY TENANTS OF WORK THAT COULD BE DISRUPTIVE PRIOR TO ti
PERFORMINGTHAT WORK. �$a 5N En THROUGHOUT
n f { 5.G.C.TO MAINTAIN TEMPORARY WATERPROOFING THROUGHOUT �— -�V'
. „ CONSTRUCTION PHASE. Eo V�
E PATHWAYS AND EXITS
THROUGHOUT CONSTRUCTION.
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.�,�,, ��, r.�� :�, EXISTING THREE FAMILY DWELLING TO CONFORM TO THE
EXISTING TRIM TO ,., w x � x,..; ,,u � ;,Mrx x ,, ..' �, -i• � �
r "{, ff CURRENT STANDARDS OF THE NYSUFP&BC IN THE FOLLOWING
BE REPLACED WITH
;, ,,ys:b ,r^sF. sr'�`3.'s f., II II
A ;f 4 ,, w„ SECTIONS.
NEW ALUMINUM :.� i � � �' ,,��f ,. �rF � ', +' '
- WRAP AND VINYL fu q
1.1008.1.5.LANDING AT DOORS
SOFFITS 2.1009.1.STAIRWAY WIDTH
3.1009.3.STAIR TREADS AND RISERS
r 4.1009.4.STAIRWAY LANDINGS
_ 5.1009.5.2.OUTDOOR CONDITIONS
6.1009.10.HANDRAILS
EXISTING MASONRY TO BE 7.1006.1.MEANS OF EGRESS/EXIT DISCHARGE ILLUMINATION REQUIRED.
EXISTING WINDOWS --PARGED,POINTED AND PAINTED 8.1006.3.ILLUMINATION EMERGENCY POWER REQUIRED.
A PI—IC�TO ___. ____________. _ __ C PHOTO
TO BE RESEALED
AS NEEDED.
A-4 A-4
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EXISTING EGRESS STAIR TO
BE REMOVED AND
REPLACED.SEE DETAILS
1006.1 Illumination required.The means of 'r•a
egress,including the exit discharge,shall be EXISTING STEPS TO C� O
illuminated at all times the building space BE REMOVED 0
served by the means of egress is occupied.
zt
F EXISTING TREADS,
STRINGERS AND FAILING
j TO BE REMOVED
EXIST. 1 STY ';''��' EXISTING LANDINGS TO
BE REMOVED
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EXISTING SONOTUBES AND
y % A FRME '' — o
-,� POSTS TO BE REMOVED �
EXISTING TREADS
,
STRINGERS AND RAILING
N TO BE REMOVED
t r`
EXISTING LANDING TO
BE REMOVED o
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POUR 32"DEEP CONCRETE FfG.UNDER STRINGERS (2)P.T.2X12 LEDGER BOARDS/STRINGERS TO BE � �
BOLTED EVERY TO"IN DIAGONAL PATTERN 4� � O
Doors do not open onto landing. T INTO EXISTING STRUCTURE(BOLTS TO BE 1/21' �' O�
AI'BOTTO��OF STARS TO SUPPORT STRUCTURE zt M
CARRIAGE BOLTS THAT ARE TO BE FASTENED v O('�,
1008 1 5 Landings at doors.Landings shall have a width not less (2)2x12LEDGER (2)2,12LEDGEa ON BOTH SIDES IF POSSIBLE).. o� 0
than the Width of the stairway or the door,whichever is the greater. RAILINGS AND BALUSTERS TO �'t3� �
i i t (2)x12S RM iER (2)xl2.TRI GER U h `�^
:;,"k 0IN'D position shall not reduce a required BE PRESSURE TREATED �`i
4,p, dimension h�more than 7 inches(178 mm).When a landing _ _ _ I � O 6,
(2)12S RIN ER c N (2)x12 TRI _
j serves an occupant load of 50 or more,doors in any position o�
— shall not reduce the landing to less than one-half its required �
/ g q t i r2 2xrz t 2>2xr2 i
/ width Landinx,,shall have a length measured in the direction
of travel of not less than 44 inches(1118 mm). 3'-3° 8'-�" 3'-0" 11'-5" �4 O O
3' 16"POURED CONCRETE SONOTUBE 3'6"
/ BELOW GRADE MINIMUM.PROVIDE SIMPSON 1009.5.2 Outdoor conditions.Landings to be framed
CBSQ POST BASE OR APPROVED EQUAL. with slightly pitched to prevent accumulation of snow '1 Cn
CONCRETEPIERS TO EXTEND 6"ABV.GRADE and ice.
6"x6"P.T.WOOD POSTS 1009.4 Stairway landings.There shall be a floor or landing
at the top and bottom of each stairway.The width of
i
T(l I io ' 1009.1 Stairway Widths: landings shall not be less than the width of stairways they
g he pww Stairways serving an occupant load of serve.Every landing shall have a minimum dimension
Its s ve, , 50 or less shall have a width of not less measured in the direction of travel equal to the width of the
fe b cl p �_2_ 6 inches(914 mm). stairway.Such dimension need not exceed 48 inches(1219
, mm)where the stairway has a straight run.j /; j 16"POURED CONCRETE SONOTUBE 3'6" � M
BELOW GRADE MINIMUM.PROVIDE SIMPSON
CBSQ POST BASE OR APPROVED EQUAL. PROVIDE BLOCKING AT MIDSPAN
/ CONCREI'EPIERS TO EXTEND 6"ABV.GRADE OF POSTS TO PREVENT DEFLECTION V 11r)
6"x6"P.T.WOOD POSTS
2x 12 P.T.JOISTS
3'40"
2x12 P.T.STRINGERS Mom~
i / 1006.1 Illumination required.The
" meal l�r i sx including the exit
V VU :4c, 1Pa'!los_illuminated at all �!
/ RAILINGS AND BALUSTERS TO
O
times the building space served by the BE PRESSURE TREATED
means of egress is occupied. - ._—.4
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STAIR NOTES: N
I.PROVIDE A LL PRESSURE TREATED WOLMANIZED LUMBER AND
GALVANIZED METAL CONNECTORS FOR STAIR CONSTRUCTION, 2' 16"POURED CONCRETE SONOTUBE Y6"
2.PROVIDE 2"x 12""WOLMANIZED"LEDGER SECURED WITH LAG BOLTS '`��� �'��� 1`4" P-4„ BELOW GRADE MINIMUM.PROVIDE SIMPSON
24"O.C.STAGGERED T.&B. CBSQ POST BASE OR APPROVED EQUAL.
CONCRETEPIERS TO EXTEND 6"ABV.GRADE
i
A FLOOR FLAN ® NE STAIRS ELEVATION - NEW STAIRS
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1009.3 Stair treads and risers.Stair riser heights shall be p
7 inches(178 mm)maximum and 4 inches(102 mm)
ox PRESSURE RTEEA ED WOOD minimum.Stair tread depths shall be 11 inches a"
(279 mm)minimum.
5/4"EXTERIOR TRIM PIECE 1009.10 Handrails.Stairways shall have handrails on
g (IRAPPLICABLE) each side.Handrails shall be adequate in strength and
2x12 RIMBOARD FOR
a o attachment in accordance with Section 1 o 12,
LATERAL SUPPORT °
FIN.DECK
i USE SIMPSON POST MATERIAL
CAP CONNECTOR OREQ. COPPER FLASHING TO BE PLACED
6x6 PRESSURE TREATED POST ®• HANDRAIL - UBLE2DO2 HDR. AT INTERSECTION OF EXISTING
EXTERIOR WALL AND PROPOSED DECK.
5 N
SIMPSON BASE CAP CONNECTOR o FLASHING TO EXTEND VERTICALLY z
CONCRETE SONOTUBE TO EXTEND COLUMN BASH:Nttxches woad post to o"cret
UNDER SIDING 6 INCHES MIN.(PLACED
embedment to resins highup}'d[loads.
6lNcxr-s ABV.GRADE GRADE �0 3 /4" a: BETWEEN SIDING AND SHEATHING)AS q o
LAG OR
THROUGH ROLTS WELL AS HORIZONTALLY 4INCHES MIN. > `�
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a I STEEL FACE �a
TO SHED AWAY FROM STRUCTURE
MOUNT HANGER ACROSS FLOOR JOISTS TO ALLOW WATER � ��
WOODPOSF 5/4"x6"FINISH
FOR 2x 12 m
16"POURED CONCRETE sONOTIUBE D° Z MATERIAL STRINGERS o
i PLACED 3'-6"BELOW GRADE TYP. owl COLUMN BASE o
IE j PROVIDE SIMPSON CBSQ POST BASE I�t ID QD
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I OR APPROVED EQUAL
P `fl DECK STAIRS Q Q
b m TO HAVE
riz
j a °Tve. ��,, CLOSED RISERS OPPER FLASHING TO BE CONTINUOUS
EMBEDMENT AND TO INCORPORATE PAN ATE ISTIN
�'` qE EXTERIOR DOORS y�E. Aq
SIDE VIEW DETAIL COLUMN BASE DETAII,
SOLE,3'4"=1'-0"
TYPICAL FLASHING DETAIL ���.��°��
c TYPICAL DECK DETAILS TYPICAL STAIR DETAILS E C _S G F 11
A-5 SCALE:SEE DWG A-5 SCALE:NTS `_5 SCALE:NTS
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