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I SHEET INDEX
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- _�, PECONIC t .
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i ! 1 - I 'll : ,__ ., -,- . _ 4 " TOWN OF SOUTHOLD
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I !T_ , " . _r : __ ! SWEET TITLE
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: i ", -, � - SUFFOLK COUNTY, NEW YORK
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i ADDITION - ,--- �
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� ,_ .1- , ,!�I ,� I : T-100 GENERAL NOTES, ZONING DATA AND LOCATION PLAN LEON RESIDENCE
: 9157. �_ .__ kP -68-03-02 :i ! .!,�-
i .5 , , S.C. TAX No. 1 000 : -...............�............ .....�........__....- �.....�- .- ..... �.....�. ...... - .......�..................�......-
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i i I A7 . :__W� '�'. , 1 I SCALE 1 "=20' i A-100 GFA CALCULATION DEMOLITION PLANS .�............................................�.....�.....................................-........... -----__ �...�.........�-------__......�................................................................................................................---------�......�...............................-... �- �-----------�-.....-------------------�........�........�....................�---------------�.................................�........................................�......................................................___.....�................................- - .-r ..........�.............�......___-------rr............. i , �,�;,. �.. -1 , :
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_5 - I PECONIC NY 11958
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_... ... ......-............11,......... ..........................� ..... ... ..............-� -...........�......... .... .... �..........- ... i I . I I : A-101 PROPOSED FRAMING PLANS �
!�!7 : : - I JULY 24, 2012 i
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------ __�__ __ ��_ - ..... I JANUARY 25. 2024 UPDATE SURVEY i
- �-::,-_,_,� : -102
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� GENERAL NOTES & CONDITIONS : : ...� _ . ,-.--- : 14-103 5UILDING SECTIONS P,?24
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", - - i BD VATIONS I
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i ---- � llr�__�, 1. ELEVATIONS ARE REFERENCED TO N.A.VAD. 11388 DATUM : -.....� �-- ..� �.......-........... �- -. .........................I-...__...�......�. ..............�.........� . � � .-
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: _1 �---.,, - � : POWER AND LIGHTING PLAN .
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i i 4- --- " EXISTING CONTOUR LINES ARE SHOWN THUS: .
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- : NYS RESIDENTIAL CODE _11 : DETAILS
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� - -, - I " - . , : _ r i -101 DETAILS
: R5022B. FASTENING- : i � � "I , , � - � A
: R301.1 DESIGN: 1 -.1% 17- -� �.,_,�,'I!,---- '� --- -I- - .1- __ - " i�------ :-, . i � � _1:�!,,I I--:: " . i .. .....-......-.1-...�... . ................. .......................�......I . ........ .....- .�... �... -.....-... .....�........-- Issul
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i BUILDINGS AND STRUCTURES, AND ALL PARTS Or THEREOF, SHALL BE WHERE POST OR BEAM OR GIRDER CONSTRUCTION 15 USED TO SUPPORT FLOOR i I � - -1 - - - - � - _ - , -, , .. drri�.� �.: :" 1 :,�;_,',,'*! i : ...- - ..
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: CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE FRAMING, POSITIVE CONNECTIONS SHALL BE PROVIDED TO ENSURE AGAINST � v"'.1 :
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: UPLIFT AND LATERAL DISPLACEMENT. ! , - .--. --- ---- � _1 - - I I _'. , �---- - - _11 I - I
� LOADS, ROOF LOADS, FLOOR LOADS, SNOW LOADS, WIND LOADS AND SEISMIC I i 00 .... - "I I,----__111
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: LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF BUILDINGS AND R&01.2: REQUIREMENTS: �l , - , I 1. - I - , _ � . � i
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: t i - ---- �_'. _ - ., ".- � 1. -. " _ " 2. BUILDING COVERAGE =I,Iroo Sq. ft. OR 10.1% OF i i
: STRUCTURES SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD WALL CONSTRUCTION SHALL BE CAPABLE OF SUPPORTING ALL LOADS IMPOSED i i i4 _ ----�__.- ----- __ - - - " - "I � - - - __---1.,_1- - -1 . 1 i
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: / ,--- .- � I , , - , - COASTAL EROSION LINE (11,48r, sci. ft.) 1
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: %_ --.,. _ . .1- -, � - , - - -_1 _- ." - � I -- AREA SOUTH Of- 2 i5/29/241 DOB COMMENTS #1
: - TRANSFERRING SECTION R301 AND OF TRANSMITTING THE RESULTING LOADS TO i I 6 I— __ I -- - 1 -"' --1 - - ' _'. -11 - , i i I _ .. � _
i PATH CAPABLE Or ZANSFERRING ALL LOADS FROM THEIR POINT OF ORIGIN ACCORDING TO : - - ---- .1 , , - _ .- - 1 _1 - - - -1 i i � . �...-. . � ..
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� THE SUPPORTING STRUCTURAL ELEMENTS i - __ - - - , - __ _ ,- - --- -- . i� THROUGH THE LOAD RESISTING ELEMENTS TO THE FOUNDATION. : , I -, - , , - , ,
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: R301.211 DESIGN CRITE ZIA- R602-6: DRILLING AND NOTCHING - STUDS: I i ,� . __ - _ - - -, - " - - I " " .71 : :
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: CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS EQUAL OR EXCEED APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH : . .- __ -1, - , ,� - _- I - _1 - I I : :
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i 110 MPH SHALL BE DESIGNED IN ACCORDANCE WITH: MANUFACTURER'S RECOMMENDATION. SEE TYP. DTL. ON THIS SHEET. i : 2q -- - I - - __ - - - , "" - ,� ,,j - - - �........�..............�............ _ __� ..........�--------------------------------------�---�-------------�---�-----------------------------------�--------___
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i A)AMERICAN FOREST AND PAPER ASSOCIATION (AF 4 PA) WOOD FRAME R5012 REQUIREMENTS- i --
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� CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM) HIGH ROOF- AND CEILING CONSTRUCTION SHALL BE CAPABLE OF SUPPORTING ALL ----- - ", _ --- -, - �,I.E.19
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: WIND SPEED EDITION (OR) LOADS IMPOSED ACCORDING TO SECTION R301 AND OF TRANSMITTING THE i : --- _ - , - - - " - , - , \ � - PLOT PLAN INFORMATION TAKEN FROM i ... -....--I.� 1--.... ..-........ ....-.....�� ..-�.........................__...........�....�... ... .....- : !
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: RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. � : 39 1 _ -1 - __ - ., � -, - __ .'� "�," DATED JANUARY 25, 2024 AS
: 5)MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURE (A5CE -1) , � - , -,.A. SURVEY I- i
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: ! i , - -- -_ ----- ...� - __ ; \ PREPARED BY NATHAN TAFT CORWIN : --------------------- .....-----------------------------------------.-----------�-.---------------------------------- �- ��---- _____ i
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: R403.1/o FOUNDATION ANCHORAGE R002,11- ROOF TIE DOWN: � : 11�,- - - - - I 11 � !
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� THE WOOD SOLE PLATE AT EXTERIOR WALLS ON MONCHOLITHIC SLABS AND ROOF ASSEMBLIES SUBJECT TO WIND UPLIFT PRESSURES OF 2 PSF OR GREATER, 1 ; , �i III LAND SURVEYORS P.0 ;
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: AS ESTABLISHED IN TABLE R3012(2) (COMPONENTS AND CLADDING LOADS � :: WOOD SILL PLATE SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR : t '1� -_____ - :
:
: \ -NEW DOWNSPOUT : �____ _
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i BOLTS SPACED A MAXIMUM OF 3'-O' FOR TWO STORY STRUCTURES OR (0'-O' ON TABLE), ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE R3012(3) SHALL HAVE :� I - I :
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t CENTER FOR ONE STORY . . . A NUT AND WASHER WASHER SHALL BE TIGHTENED RAFTER OR TRUSS TIES PROVIDED AT BEARING LOCATIONS. IN ACCORDANCE : � � ' ' .. :
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: EXISTING DW-I �
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: ON EACH BOLT TO THE PLATE. WITH TABLE 802.11. A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT PROPOSED \ "I :
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� : i .�:�;_ - SECOND FLOOR ;
! : � � L. - : � - � - �..... � .; THE UPLIFT FORCES FROM THE RAFTER OR TRUSS TIES TIES TO THE FOUNDATION : � ..-1 L \ '6� :: :
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TERRACE , � � -------.......................... __ - - - ______----_.............................................................................................---------------------------------
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:: GENERAL NOTES , � :
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� 1. THE PROPOSED WOW HAS BEEN DESIGNED AND MUST BE PE5;3=OF1lED IN 12. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE ACTS AND CM1551ONS OF ALL :
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: : i SCOPE OF WORK .. � 11 . �, �
� COMPLIANCE WITH T14E 2020 RESIDENTIAL CODE OF NYS, 2020 ENERGY HIS EMPLOYEES AND ALL SUBCONTRACTORS, THEIR AGENTS, EMPLOYEES AND ,� �
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: CONSERVATION CODE OF NY5 AND ALL APPLICABLE RULES AND REGULATIONS ALL OTHER PERSONS PEF�=OFZ-IING ANY OF THE WORK UNDER A CONTRACT WITH : i 1. ADDITION OF A SECOND STORY � ���, "' '
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: 2. ALL WORK SHALL BE PERfORMED IN STRICT ACCORDANCE WITH THE Fz_-NYS, TOWN THE CONTRACTOR THE CONTRACTOR SHALL BE FULLY INSURED WITH LIABILITY : TO ACCOMMODATE A MASTER I �r � :
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� OF SOUTHOLD BUILDING DEPARTMENT AND IN ACCORDANCE WITH ALL RULES AND AND WORKERS COMPENSATION. : i BEDROOM AND THE MASTER .1 I :
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: -ONTRACTOR SHALL BE FRESPON515LE FOR ADEQUATELY BRACING AN : - .1 I .. ,�
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REGULATIONS OF ALL LOCAL AGENCIES, DEPARTMENTS OR LAWS HAVING 13. THE C � : BATHROOM. NUMBER OF ,. I I.- :
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JURISDICTION OVER ANY PORTION OR SPECIFIC PHASE OF THE WOW. THE PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, � : .,& ,
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i : : BEDROOMS WILL REMAIN AS (3) .11 " - .. �ll ,� - , " I -----���---------. -�
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� CONTRACTOR SHALL. COORDINATE THE WOW WITH PUBLIC UTILITY COMPANIES COLLAPSE, DISTORTION AND MISALIGNMENT. ! ,/,----THR, �: , ,
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: HAVING JUR16DICTIO'4. 14. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE PEF;�=CFEMANCE OR THE : : , , I (�) � ,�, - . . ..
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: 3. ALL WOW SHALL BE IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW WOW OF THE GENERAL CONTRACTOR, OWNER OR ANY OTHER SUBCONTRACTORS : : 2. LEGALIZE EXISTING NON HEATED ._ 7�--, - " 11 I I CONNECTED TO i . .. - � I
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, ; . � .: . TORM DRAINAGE DESIGN .
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i YOW STATE 2020EDITION, AND ALL LOCAL ZONING AND BUILDING CODES AND NOR SHALL HE GUARANTEE THEIR PERFORMANCE. ,,,��, , . . EXISTING DW-I . . - .
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� ORDINANCES HAVING JURISDICTION IE,. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF HE CANNOT COMPLY "'� _."
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� "'11-1 . I � , RUNOFF : STORAGE :
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_� � ! I :� %1� ,, .. � " AREA : � TRIBUTARY I IN OF I :
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: -TOR SHALL OBTAIN ANY ALL PER , 0 1
: tlITS REQUIRED FOR THE -
: 4. THE CONTRACTOR REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS AND THE BUILDING I.,
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: : � , , I � TAG � : AREA IN F i i RUNOFF: : :
� PEF;3=ORMANCE OF THE WORK AND PAY ALL FEES IN CONNECTION WITH THE CODE OF NEW PORK STATE. i t , ',,-��_ �: /",-- t- I�l � ITEM :7T2 1 COEFFICIENT 1 �i , , - I . I i � : : NOFF i (Fr) : I
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: PROJECT. ,.�. : n,,, � 0 1'1_:..!�� - - DRYWELL I ; : i
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� DOWNSPOUT , - -
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� GUARANTEE TO THE OWNER THAT ALL MATERIALS ---- ""', ,,'� A ,: , - Z:,- ! EXISTING & FEET
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: 5, THE CONTRACTOR WILL C AND TOILET 4 BATHROOM NOTES : : i , - I I � , J� __
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: EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW UNLESS OTHERWISE . : i ',' 'I__� ____ i (D : : : i � :
: PROVIDE AN EXHAUST VENT IN ACCORDANCE WITH SECTION R3033 OF THE ; i "" , 11 � : : : : i
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; SPECIFIED, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM DEFECTS 2020 'Rr-NY5' : i "I I _.I 11 -1 : : : : . I
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. � I " I : : : : i I :: AND FAULTS FOR ONE (1) YEAR STARTING FROM THE DATE OF SUBSTANTIAL • PROVIDE 5AFETY GLAZING FOR THE WINDOWS A50VE TUBS AND SHOWERS IN : i I " " I (�) ��
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� COMPLETION AND ACCEPTANCE OF UJORI< ACCORDANCE WITH 2020 'RCNY5' 5EC.TION 'R300.4' : , I -1 i : �
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, , -----_ : :EX15TING LOWER ROOF 2223teo : 1.0 20 : 3-1.1 � DW-1 't
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: (o. THE CONTRACTOR SHALL SECURE AND OBTAIN ALL REQUIRED PERMITS AND . GLAZING AT SHOWERS AND BATHTUBS TO BE TEMPERED GLASS AND COMPLY : : JJ .... '-� �', "
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: APPROVALS FROM THE APPROPRIATE ADMINISTRATIVE AUTHORITY PRIOR TO THE WITH SECTION F2300 OF 2020 'RCNY5' INCLUDING IMPACT LOADS. i : . , 1_1� ."', _\ .� - --- I : !NEW 2ND FLOOR TERRACE ! IcJ5.20 :: � ; : -1 )
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;� - THE WORK FOR ALL ELECTRICAL WOW INCLUDING SWITCHING, . ,f �-, 'I, " , "
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: COMMENCEMENT OF PROVIDE NONA55OR5ENT SURFACE WITHIN SHOWERS TO (o FEET MINIMUM ABOVE � : . , 110 .
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THE SHOWER FLOOR SURFACE. : : , I - - I , _1 � I . � .. : ; � -
POWER REQUIREMENTS, SERVICE REQUIREMENTS, HEATING VENTILATING AND �l -, - �---2 1 . � - !,% : -
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: AIR-CONDITIONING REQUIREMENTS, ETC. TO MAKE THE PREMISES OPERATIONAL PLUMBING INSTALLATION, ASSEMBLY, AND EQUIPMENT TO COMPLY WITH THE . � 1� .i , I i . . � � -
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: AND MEET THE PROVISIONS OF ALL PREVAILING ELECTRICAL CODES AND THE 2020 F`CN"I'.5 . FOR ADDITIONAL INFORMATION SEE PLUMBING RISER, PLUMBING 1 1 1 ., �"I I " q, � � 1 - I i � � � . �; � : : � : DIAMETER, ro
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: NEW PORK STATE 50ARr_) OF FIRE UNDERWRITERS. FIXTURE CLEARANCE ILLUSTRATION, AND PLUMBING NOTES. \"� jiv .; : � . . . . � :
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: : i _,;�"_, _ . ( NEW VOLUME SERVED BY EXISTING DRYWELLS TOTAL: 2B3,64 :: : : .., !�, " , : (a,
� 7. IF THERE 15 A DISCREPANCY ON THE CONSTRUCTION DOCUMENTS, THE ENGINEER . HANDICAP ACCES5151LITY: IF APPLICABLE BY CODE OR IF THE CLIENT : : ., , . I I '_ : _1� 1 1� , � - : ,
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: SHALL BE NOTIFIED IMMEDIATELY 80 THAT THE DISCREPANCY CAN BE REQUIRES HANDICAP ACCESSIBILITY, TO BE IN CONFORMANCE WITH THE 201-1 i I - ��,
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� , CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR LIGHT FIXTURES, CABINETS, : i _ 'll' ' I : � � � � . I PER FOOT
: MORE CONSERVATIVE INTERPRETATION OF THE CONSTRUCTION : i I � , "' 1; � . .
� TION DOCUMENTS SHALL RE5, C I& ,\"-.:--,-\\ , : . . . . ; .. . 1
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: PLUMBING FIXTURES, : i I I I : � � . . z �
: APPLY. � 4 . 1, \� - : � - ; :
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: 0. DO NOT SCALE DR4,WINGS. WRITTEN DIMENSIONS CONFlIzZIED BY FIELD CONDITIONS - ACCESSORIES, DOOR, AND DOOR HARDWARE. : j �, 11 " - �1. 11 11 __.�i___ � . � : I : � � -
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: TAKE PRECEDENCE. IF A DISCREPANCY ARISES BASED ON FIELD CONDITIONS, TILE FLOOR CONSTRUCTION: SET TILE ON TYPE I ADHESIVE, LATEX PORTLAND : I I ---- . -- 11-1- ! - �*�
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: ENGINEER BEFORE PROCEEDING WITH WOW OR ORDERING CEMENT MORTAR, OR DRY SET MORTAR OVER FIBER ROCK.' AS MFTf;R D BY I t , 11 �, ;,;- , 11. -;-� .11 . ___ - : : " ,_��.....�-I",__",� " "I -
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MATERIALS. 'USG' OR EQUAL. INSTALL PER MFTR'S SPECIFICATIONS AND ANSI A105.4 OR ; i 1/�' ."".. " n ,\ i ,I \ ��'.�� � 0 ------------ ,_ -_ 7 :
CONSULT WITH THE ENC ! -�, , -----------k ____
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ci. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR A10,5.�?. (MIN. 3/4' EXTERIOR GRADE PLYWOOD BASE REQUIRED) � I - �_- y - -
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: SPECIFICALLY NOTED. TILE AT WALLS: SAME AS FOR FLOOR CONSTRUCTION EXCEPT (OMIT 3/4 � ', " I ..... ----------__ ,__,�.. -- \ I I ____ . " .1 .� 1 . --_
: THE SAME AND 51MILAR CONDITIONS, UNLESS OTHERWISE Sf : : " _�. r." __ - I �,_� ___f� I _. _'l I �,cl, 1 ` . , ------
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10, ANY ITEM OF WOW NECESSARY FOR PROPER COMPLETION OF CONSTRUCTION, PLYWOOD AND INSTALL 1/2' THICK VUROC< CEMENT BOARD AS MFTR'D BY : i " _� " C,,,,,�'.I , ------- __ I " .11 100-1 --- - - : :
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- �,�,,1 *-- 11 - ", : __ : i: CONSIDERED INCLUDED IN THIS WOW AND SHALL 5E PEf;u__OF311ED IN A MANNER . OPTIONAL: AT WALLS SUPPORTING CABINETRY, INSTALL 1/2' PLYWOOD � : ; � - , , ___ 7_ -1 i'�1 '� ----- �,_- : :
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DEEMED GOOD PRACTICE OF THE TRADE INVOLVED. SHEATHING BEHIND CABINETRY A NAILING BASE IN-LIEU OF GYPSUM BOARD. ,�, '...;�';` -z�� r __-, � ,,�,:� "..;, ____ 1 7...... �
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: Il. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE SAFETY OF THE . OWNER TO SELECT AND / OR APPROVE THE SELECTION OF ALL FIXTURES, 'I,') "-, I _.- .�� , __ - � � t ��_ . C.O.-CERTIFICATE OF OCCUPANCY
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COMPLETION OF ALL. WORK. �, I - � Z - - I : CO
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: . LAV : j SHEET NUMBER
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; . I� � i : TECHNOLOGY LINE VOLTAGE INCL-INCLUDING: KITCHEN BATHROOM 41 4 N 2 N LOT WIDTH (FEET) 150 : 80.0 i NO CHANGE : .
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cl, : AIR i LOT DEPTH (FEET) 115 2r;,3.51 NO CHANGE :
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REAR YARD (FEET) 50 41.0 3,71 X I SEAL & SIGNATURE ::
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x PL ENGINEERING, P.C.
o 486 SUNRISE HWY,STE. 100B
C, ROCKVILLE CENTRE,NY 11570
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TEL(516)599-3419
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SEAL & SIGNATUREDATE: 12/08/22
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LEON RESIDENCE
EXISTING EXISTING
FOUNDATION I z I BEDROOM 1400 SALT MARSH LANE
WALL TO PECONIC NY 11958
TO BE
REMAIN EXISTING
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~s 18'-5"EXISTING CONSTRUCTION E
DN pN
INSTRUCTIONS FOR THE INSTALLER
..
A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE 6IMPSON (WOOD IV-5' EXISTING ENCLOSED PORCH
CONSTRUCTION CATALOG - C-2003). INCORRECT FASTENER QUALITY, SIZE TYPE, MATERIAL, OR FINISH MAY CAUSE
THE CONNECTION TO FAIL I&D SINKERS ARE COMMON NAILS (8 GA x 3 1/2") AND CANNOT BE REPLACED WITH I6D B
SINKERS (9 GA x3 1/4"XJNLESS OTHERWISE SPECIFIED, aims
B. BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1/32' AND NO MORE THAN A MAXIMUM OF 1/16' LARGER THAN THE
BOLT DIAMETER (PER THE 1997 NDS, SECTION 5.12. 1,) 44'-2'
C. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION.
D. USE PROPER SAFETY EQUIPMENT. f-4'-O' 40'-2' EXISTING CONSTRUCTION 51=
E. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES± FOLLOW PROPER WELDING PROCEDURES AND NEW TOILET EXHAUST
f-4'-0' 4'-0' 3'-0'� 9'-1' 2'-10'�' 21'-3' FAN 15 CFM MIN
SAFETY PRECAUTIONS. WELDING SHOJLD 8E IN ACCORDANCE WITH A.W.S STANDARDS. 6'O UP TO ROOF
F. PNEUMATIC OR POWDER-ACTUATED FASTENERS MAY DEFLECT AND INJURE THE OPERATOR OR OTHERS. NAIL
TOOLS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE cXwfrb cxwi6
PROPERLY INSTALLED IN THE NAIL HOLES. TOOLS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD BE USED.
_.
FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT. 13it
G. JOIST SHALL BEAR COMPLETELY ON THECONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE
HEADER SHALL NOT EXCEED 1/0' PER ASTM TEST STANDARDS
H. FOR HOLOOWNS, ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS 1/3 TO 1/2 TURN WITH A WRENCH, WITH m J
1
CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE CARE SHOULD BE TAKEN TO NOT OVER-TORQUE � � � NEW NEW �
THE NUT. W WIC
' + MASTER SHOWER ,
r
a NEW 34' HEIGHT BATHROOM
HANDRAIL TERMINATED a
LIGHT AND VENTILATION CALCULATIONS
� ,� ON NEWEL POST OR
SAFETY TERMINAL
5A5ED ON ANDERSEN WINDOWS DATA ENGINEERS
❑ REQUIRED GLAZING REQUIRED GL •r GZ�EERt,G PL ENGINEERING, P.C.
ACTUAL ACTUAL W$ 486 SUNRISE H E. 100B
ROOM AREA SQ.FT. VENT SQ.FT. �q WY,ST
ROOM NAME WINDOW MODEL GLAZING VENT U-FACTOR SHGC
Q w SQ.FT. 8%OF FL.AREA 4%OF FL.AREA q IO ROCKVILLE CENTRE, NY 11570
(R303.1) SQ.FT. SQ.FT.
(R303.1) aim3 O /�+ A o• TEL(516)599-0136
/-1'-6 '4'-0' _ aims FAX (516)599-3419
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TOTAL SF 106.4AD
SUPPLIED:
PROPOSED LAYOUT
O SMOKE CARBON MONOXIDE COMBINATION DETECTOR AS PER N.Y.S. CODE 313. (SEE PLAN FOR LOCATION) �—6*DIAMETER -
..... O
n• '
SD/CO PROVIDE HARDWIRED SMOKE CARBON MONOXIDE COMBINATION DETECTORS ae� ab� - -- - - a��
- ONE IN EACH BEDROOM - _z ..
- ....
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- ONE DIRECTLY OUTSIDE IN EACH HALLWAYw ,ONE IN BASEMENT SEAL & SIGNATURE DATE: 12/08/22
- , NEW 34 HANDRAIL
a'-0' 4'-6"- 10'-5' 10'-5' 4'-�' 6'_4'� AROUND TERRACE SCALE:
POWER SOURCE. CARBON MONOXIDE ALARMS/ CARBON MONOXIDE DETECTORS AND THE ALARM CONTROL PERIMETER
F NEW
UNITS TO WHICH CARBON MONOXIDE DETECTORS AREC CONNECTED SHALL RECEIVE THEIR PRIMARY POWER k• ' ` ° 44'-2' -
/ ,� O YD JOB No.:
FROM THE BUILDING WIRING, AND SHALL BE EQUIPPED WITH A BATTERY BACKUP SYSTEM THAT �PoNSotF��- DWG BY.: LYS
AUTOMATICALLY PROVIDES POWER FROM ONE OR MORE BATTERIES WHEN PRIMARY POWER IS INTERRUPTED.
>�
WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR * a DWG No.
OVERCURRENT PROTECTION,
PROPOSED SECOND FLOORrN
_ n.. � L
sTRONELu
SMOKE CARBON MONOXIDE COMBINATION DETECTORS TO BE HARDWIRED IN SUCH A WAY THAT THE ...Ip16"""Itwo
N "_ � "ACTIVATION OF= ONE WILL ACTIVATE ALL ALARMS CARBON MONOXIDE AND SMOKE ALARMS TO BE - SCALE:1/4 -1 -0 ��. .t11111�,,. A-102
HARDWIRED AND TO HAVE BATTERY BACK-UP. a�n DEsIc►unon FOR"RUCTURAL
voct"402 of Me s
- TYPys E coNSTTRUCTIO� �O 07562°
EQUIPMENT. CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED AS COMPLYING WITH UL 2034 OR AR F-Ssl
CAN/GSA 6.19. CARBON MONOXIDE DETECTORS SHALL BE LISTED AND LABELED AS COMPLYING WITH UL "•
2915 AND SHALL MEET THE SENSITIVITY TESTING AND ALARM THRESHOLDS OF UL 2034 OR GSA 6.19. CARBON •• �� � � � - - 4 OF 10
E MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH AIR EXHAUST AND INTAKE OPENINGS
THAT TERMINATE OUTDOORS SHALL BE
SECTION 313 OF N.Y.S. RESIDENTIAL CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. I PROTECTED WITH CORROSION-
I? RESISTANT SCREENS, LOUVERS OR
� INTERCONNECTION OF CARBON MONOXIDE ALARMS. WHEN MORE THAN ONE CARBON MONOXIDE ALARM OR ENGINEERED WOOD STRUCTURE STICKER B GRILLES HAVING AN OPENING SIZE OF
A1m3 NOT LESS THAN 1/4 INCH AND A
CARBON MONOXIDE DETECTOR IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT, *STICKER INDICATED AS PER PART 1265 OF TITLE 19. STICKER TO PROVIDE GRAVITY DAMPERS THAT CLOSE WHEN THE MAXIMUM OPENING SIZE OF 1/2 INCH , IN
SLEEPING UNIT OR SLEEPING AREA, ALL CARBON MONOXIDE ALARMS AND ALL CARBON MONOXIDE I VENTILATION SYSTEM IS NOT OPERATING FOR ALL. ANY DIMENSION. OPENINGS SHALL BE
DETECTORS IN SUCH DWELLING UNIT, SLEEPING UNIT OR SLEEPING AREA SHALL BE INTERCONNECTED. BE PLACED OUTSIDE OF BUILDING NEXT TO ELECTRICAL METER OUTDOOR AIR INTAKES AND EXHAUSTS SYSTEMS PROTECTED AGAINST LOCAL WEATHER
UNLESS OTHERWISE NOTED. CONDITIONS.
- - - -__
j
i NEW ROOF CONSTRUCTION
30 YR. ASPHALT SHINGLES 30" SAT FELT
IGE4 WATER SHIELDS LOW END OF ROOF
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e16 O.C. 3.5 (R-13) BATT MASTER
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BOARD (TES FINISH) VENTED SOFFIT -- -----_______-_.-....______---VINYL CLAD
NEW MASTER
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PER OWNER 3/4" PLYWOOD
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TYPE X GYPSUM
EXISTING (T 45
. BEDROOM TO
_ BEDROOM TO PER OWNER 3/4 , BOARD
LIVING ROOM FINISH)
' REMAIN -- BE CONVERTED REMAIN PLYWOOD SUB-FLOORING r
y. I TO OFFICE 14' TJI F.J. 12' O.C.
N s T -.
EXISTI G
: NEW 2X4 BOTTOM r' ; ; , NEW 1'x4' WOOD
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: - - BOARD
1 EXISTING ATTACHED GARAGE
ARAGE TO: - -
GROUND LVL I REMAIN (N) 14 TJI 560 F.J 12 O
: - ... . ._ _- -__.. ........ .. .. .......- .-..... ` 1
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NE WOOL 12ga JOIST HANGER
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WATERPROOF INSULATION (R-32)
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AS REQUIRED NEW BLOCKING NEW (2) 2'x4' TOP PLATE ..... I
-- -: i 1
12ga JOIST HANGER
` `i �. mmm NEW %' PLY j
: �
NEW BLOCKING FLOOR CONSTRUCTION
SECTION A-A NEW ROOF GONStRUGt ION "
30 YR ASPHALT SHINGLES 30 NEW l2) 2x4
i 1/2' FINISH FLOORING AS I
SGALE:1/4'=1'-0" SAT FELT ICE WATER SHIELD' TOP PLATE
PER OWNER 3/4
LOW END OF ROOF PLYWOOD SUB-FLOORING
: 14' TJ I F.J. a 12' O.C.
NEW WALL t7,ONSTRUGTION
EXISTING LIVING +
VINYL SIDING (PER OWNER), 1" RIGID ROOM REMAIN
INSULATION BOARD(R-5), T1'VEG HOUSE -���� R-49 BATT l
INSULATION
WRAP 1/2'GDX PLYBOARD 2"x4" WOOD j j�// _
STUDS a16 O.G. 3.5 (R-13) BATT 12 12 •� •- 1 I j
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WOOD TRUSS 1 1
1 �
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1/2" FINISH FLOORING AS I EXISTING 2x4 WOOD EXISTING 2x4 WOOD
PER OWNER 3/4' PLYWOOD 0 1 1 EXISTING 2X4 ' StUDs W/ R-13 BAtT STUDS W/ R-13 BAtT EXISTING 2X4
1 1 INSULATION INSULATION
BOTTOM PLATE
SUB-FLOORING 14" TJI F.J. 0 BOTTOM PLATE
12'o..O,,C.— 1 1
ENGINEERS
i
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SEE PL ENGINEERING, P.C.
EXISTING 2X6 ROOF �- EXISTING ROOF NEW MASTER 1 1
RAFTERS BOXING EXISTING 1 x4 WOOD I �o Rj�
TO REMAIN BEDROOM I 1 G I"x4" WOOD BASE MOLDING
BASE IMOL DING �v c 486 SUNRISE HWY,STE. 100B
.
\ _. Y 11570 ROCKVILLE CENTRE N
EXISTING 2X4
_-- BOttOM PLATE -
EXISTING WALL ING.NET
__ -
1 I a FAX (516)599 3419
1 INFO@PLENGINEER
CONSTRUCTION _ 1 . 1 - _ .::-- - .- - _ --- -:...: . .... .- - ...... .. .. . - - .... ..... ........ - - .. _..-- EXISTING
. EX. VINYL SIDING 1 I 2x8 BOXING
(PER OWNER), EXISTING 2x8 FJ.
PROJECT
1 1
1/2'cDx ' _ I I = - . ....... - - - - - - - - .:l
PLYBOARD 2'x4' EXISTING WINDOWS
WOOD STUDS 1 1
EXISTING 2x8 SILL EXISTING 2x8 SILL
0 61610G 1 1 1400 SALT MARSH NE
a
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LEGALIZED_ _ LIVING ROOM I 1
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TO REMAIN I 1 DRAWING NAME
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1 : 1 WALL SECTIONS
E EXISTING 2X6 ' I 1
FLOOR JOISt 16' a ' EXISTING ATTACHED GARAGE TO I I .
W N
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EXISTING ATTACHED SEAL & SIGNATURE DA
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TE 12 8/22
t FOUNDATION. TYP 1 : 1 SCALE:
aFOR *1 PIERS, I ! I _.__._. - - _.. . ._.. , --.. .....-.. ... ...... ....-- - -_-..__ .... ..... ..-.-. - -........ ... - .-. ....--- OF NEW YO JOB No.: __
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AR FESS\O�P
5 OF 10
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E
..-...
_. ---- ........ .......- ....... -.... .._ --- -- -... ........ ....- --' - - -____.. .... ..... .. ... - - - ..-.-
E WALL SECTION WALL SECTION
1 -... __ __ _...... .......
NN0 ii ( ) SCALE:3/4"=1'-0" (�) SCALE:3/4'=1'-O'
0
>1 - _ .-....__ .. .. ... ..: _...
m
NEW ROOF CONSTRUCTION
30 YR. ASPHALT SHINGLES 300 SAT FELT
ICE4 WATER SHIELDe LOW END OF ROOF
1' RIGID INSULATION
NEW WALL CONSTRUCTION RELOCATED 2X4 WOOD
VINYL SIDING (PER TRUSS 6 24' O.C.
OWNER), 1' RIGID INSULATION 50ARD(R-5), R-49 eATT INSULATION �:� LawLEON RESIDENCE
1 TYVEC HOUSE WRAP
1i2'CDX PLY50ARD 2'x4' a 1400 SALT MARSH LANE
aims WOOD STUDS alro'O.C. 35' ` / PECONIC NY 11958
BATT INSULATION TYPE "4r�
lT S FINISH)PSUM BOARD '"�`� C 4¢u/ �
........ _ ...... ......._.........
R- 9 BA R-49 BATT INSULATION
INS LATI 1/2' GYP. BD (T45 FINISH) j
1/2' GYP. BD lT46 FINISH) ISSUE
NEW TBE TRUSS BEARING
NEW (2) 2X8 HDR ENHANCER ON EACH SIDE # DATE FOR
S
1 4/8/24 DOB FILING
NEW WALL CONSTRUCTION
VINYL SIDING (PER OWNER), 1' S" BAKED
RIGID INSULATION 5OARD(R-5), '
�' � ENAMEL
TYVEC HOUSE WRAP 1i2'CDX
GUTTER AND
0 I PLY50ARD 2'x4' WOOD STUDS NEW i1 LEADER
I I e16'O.C. 3.5' (R-13) BATT �' �' MASTER _
SYSTEM
cA
INSULATION ' TYPE 'X' GYPSUM BATHROOM
BOARD (T45 FINISH)
VINYL CLAD
NEW MASTER ` ` VENTED SOFFIT
BEDROOM ` NEW WALL
(T45 FINISH) CONSTRUCTION
VINYL SIDING (PER
OWNER)
- " "
TYVEC HOUSE
FLOOR CONSTRUCTION" / WRAP '/2'CDX
i
1/2 FINISH FLOORING AS PLOD STUDS
PER OWNER 3 4' PLYWOOD PLY50ARD 2"x4"
6U5-FLOORING 14' TJI F.J. e16'O.G. 35" (R-13)
12" L.G.
1ST FLOOR f BATT INSULATION '
FF.L. +51.62' 1 EXISTING FLOOR CONSTRUCTION
1/2" FINISH FLOORING AS TYPE 'X' GYPSUM
' I EXISTING BEDROOM TO EXISTING " BOARD (T46
LIVING ROOM BEDROOM TO PER OWNER 3/4
1
REMAIN BE CONVERTED REMAIN PLYWOOD SUB-FLOORING FINISH)
EXISTING I TO OFFICE 14' TJI FJ. 12" O.C.
-- ....-
WD STEPS I /a' DECKING
EW 2X4 e16' O.C. NEW 2X4 BOTTOM NEW 1'x4' WOOD
1� III.C.
PLATE BASE MOLDING
(INSULATION (R-15) H�l El rl —I F7 F-1 F-1 NEW 2X6 FJ.
PLATE
I NEW OGKING E
W 8X24 to 8X24 J.
NEW 14" RIM
" ' BOARD
EXISTING ATTACHED GARAGE TO
F.F.L.
(N) 14' TJI 560 FJ. 12" O.C.
GROUND LVL REMAIN _........_. . .X .F.J. 6 2X8 F.J, l�o O.G.
- -
NEW 8' ROCKWOOL 122a JOIST HANGER ><
I INSULATION (R-3 2 ONE WOOL
WATERPROOF
' I AS REQUIRED I NEW BLOCKING NEW (2) 2x4 TOP PLATE 1�
`
12g
a J015T HANGER .... ....-
5
NEW /s PLY �
STRUCTION
SECTION A A 3NEW 0 YR. asPHALCONSTRUCTION
SHINGLEs 30* NEW BLOCKING NEW (2) 2"x4" FLOOR
HOFLOORING As
SC:ALE:I/4 =1 -0 SAT FELT ICE4 PATER SHIELDS TOP PL,4TE PER OWNER 3/4'
LOW END OF ROOF PLYWOOD SUB-FLOORING
14" TJ I F.J. 12' O.G. �l
NEW WALL CONSTRUCTION I EXISTING LIVING l
VINYL SIDING (PER OWNER), 1 RIGID
INSULATIINSULATIONBOARD(R-5), TYVEC HOUSE R-4g BATT ROOM REMAIN�.�'��.� I
WRAP 112'CDX PLY50ARD 2"x4' WOOD ` �� INSULATION %^
STUDS ,a16"O.C. 3.5" (R-13) BATT �'' / � 12
INSULATION TYP
E X Y SUM 50A
RD
412
.- a
4
(T48 FINISH)
oo
_ RELOCATED 2X4 (T45 FINISH)
(T45 FINISH)
WOOD TRUSS 1 = 1 I I I
FLOOR CONSTRUCTION = 1
1/2" FINISH FLOORING AS - 1 1 EXISTING 2x4 WOOD
EXISTING 2x4 WOOD EXISTING 2X4
PER OWNER 3/4' PLYWOOD 1 I STUDS W/ R-13 BATT STUDS W/ R-13 BATT BOTTOM PLATE
SUB-FLOORING 14' TJI F.J. a = 1 1 EXISTING 2X4 INSULATION INSULATION
12' O.C.— 1 1 BOTTOM PLATE ENGINEERS
1 1 EXISTING 2x8
NEW MASTER 1 1 BOXING EXISTING I'x4" WOOD ��1�'EERr� PL ENGINEERING, P.C.
BEDROOM 1 1 EXISTING 1'x4' WOOD BASE MOLDING w 486 SUNRISE HWY,STE. 100B
BASE MOLDING a TEL(6 6) E CENTRE,NY 11570
1 EXISTING 2X4 b
1 1 J BOTTOM PLATE FAX (516)599-3419
_ 1
INFO@PLENGINEERING.NET
EXISTING 2x8 F.J. 2x81 BOXING
1 1 PROJECT
1 1 EXISTING 2x8 SILL EXISTING 2xa SILL
LATE
EX. DEN TO c� 1 1 PLATE 1400 SALT MARSH LANE
REMAIN _ 1 1 PECONIC NY
EXISTING 1 1
Q LIVING ROOM 1 1
TO REMAIN
DRAWING NAME
cl
f
BUILDING AND
1 1 WALL SECTIONS
EXISTING ATTACHE GARAGE TO
REMAIN 1 1
EXISTING ATTACHED SEAL & SIGNATURE DATE: 12/08/22
0 i ; GARAGE TO REMAIN
SCALE:
1 1
pSFONSO 0
OF NEW Y JOB No.: --
r Co �o ,f DWG BY.: LYS
DWG No.
SECTION B-B It
, W
SCALE:1/4'=1'-0' EXISTING F m
2 FOUNDATION WALL FOUNDATION WALL 2 2 Q
04 aims AND FOOTING AND FOOTING b C� O�
OF SSION
5OF9
E --
C.
r..
N
WALL SECTION 2 WALL SECTION
SCALE:3/4'=1'-0' SCALE:3/4'=1'-0'
o
ca.
<t
NEW ROOF CONSTRUCTION
NEW WALL CONSTRUCTION
30 YR ASPHALT SHINGLES 300
NEW ROOF CONSTRUCTION VINYL SIDING (PER OWNER) SAT FELT ICE4 WATER SHIELDe
30 YR. ASPHALT SHINGLES 300 12 12 TYVEC HOUSE WRAP 1112"CDX PLYBOARD 2'x4" --- - -- - __-__ LOW END OF ROOF
SAT FELT ICE4 WATER SHIELD6 4p Q 4 WOOD STUDS w16'O.C. 3.5' (R-13) BATT
LOW END OF ROOF INSULATION " TYPE 'X' GYPSUM BOARD (T45
FINISH)
LEON RESIDENCE
_ NEW WALL CONSTRUCTION 1400 SALT MARSH LANE
VINYL SIDING (PER OWNER), 1" RIGID PECONIC NY 11958
-- INSULATION 5OARD(R-5), TYVEC HOUSE
NEW 5' 5.E WRAP 1i2'CDX PLYSOARD 2'x4' WOOD
GUTTER4 STUDS 616'O.C. 3.5' (R-13) BATT
LEADER INSULATION ' TYPE 'X' GYPSUM BOARD
SYSTEM (tS FINISH)
CXWI6♦
NEW 34' HANDRAIL
\ / AROUND TERRACE
/ \ EXISTING ROOF PERIMETER ISSUE
IF CONSTRUCTION
# DATE FOR
LLc:XW
LC-=X
jr1o
1 4/8/24 DOB FILING
- - - - - - - - - - - - - -
2ND FLOOR
F.F.L.
EXISTING
DOOR WITH S�PATIO
-- EXISTING D NG TO REMAIN Z
PANELS EXISTING VYNIL 41-m1—''
\ / SIDING TO REMAIN
EXISTING VYNIL \ / �
SIDING TO REMAIN-,"
E ISTING WIND' WL=Lj- \ L
TO REMAIN \
EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING WOOD
- - - - - - - - - - - - - - - - 1ST FLOOR - - - - - - - - STEPStOREMAIN
FF.L. +51.62' - -WINDOW- - - - - - -WINflOW- - - - - - - - - - - WNDOW- - - - - - -WNDOW - - - - - - - - - - -WINDOW- -
-1-EXISTING FOUNDATION
EXISTING WOOD WALL TO REMAIN 'r
I
STEPS
I I I I
I I I I
JI I I I
I F' Ll
L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - -
PROPOSED NORTH ELEVATION
SCALE:1/4'=1'-0" PROPOSED EAST ELEVATION
SCALE:1/4'=1'-0'
ROOF CONSTRUCTION
30 YR ASPHALT SHINGLES 300 ATTIC VENT TO BE PROVIDED
SAT FELT ICE4 WATER SHIELD,$ WITH CORROSION-RESISTANT
LOW END OF ROOF WIRE CLOTH SCREENING,
HARDWARE CLOTH OR
SIMILAR MATERIAL. TYP
12 12
4 4
-
ENGINEERS
NEW 34' HANDRAIL _ _ NEW WALL CONSTRUCTION ... ... $csINEE�r� PL ENGINEERING, P.C.
AROUND TERRACE - _....... - u w
VINYL SIDING (PER OWNER), 1 RIGID INSULATION 486 SUNRISE HWY,STE 1008
PERIMETER A&I A61 �Abl 50ARD(R-5), TYVEC HOUSE WRAP 1i2'GDX PLY50ARD a b ROCKVILLE CENTRE, NY 11570
- TEL
2'x4' WOOD STUDS e16'O.C. 3.5' (R-13) BATT INSULATION a n FAX((516 599-341
" TYPE 'X' GYPSUM BOARD (T46 FINISH) O@PLENGINEERING.NET
v
a
.......... ..... u
- PROJECT
I �
2ND FLOOR o 1400 SALT MARSH LANE
F.F.L. +60.8-7'
PECONIC NY
EXISTING VYNIL
15" SIDING t0 REMAIN NEW 34' HAND AIL AROUND
EXISTING EXISTING TERRAC PERIME R !EXISTIN
� WINDOW WINDOW / iWINDOW
DRAWING NAME
*It v v v v v v /
LDEX� I-S PROPOSED
m EXISTING VYNIL_ ING WIN OW EXI TING Wit OW \ \
SIDING t0 REMAINISTING WIN W ELEVATIONS
EXISTING VYNIL
�- EXISTING WOOD
TO REMAIN2- \
STEPS TO REMAIN _ _
1ST FLOOR EXISTING EXISTING VYNIL
-- -- SIDING TO REMAIN2 SEAL & SIGNATURE
F.F.L. +51.62' WINDOW � DATE: 12/08/22
- - - - - - - - - - - -
SCALE:
- I I JOB No.:
'z—EXISTING FOUNDATION
� �,�pZE �FGy
-EXISTING FOUNDATION I WALL TO REMAIN 'Li a S Ixt DWG BY.: LYS
I Q WALL TO REMAIN 'L--
DWG No.
i
z
2 A-105
I ...
I— —
r I SSIONP� .
L - - - - - - - - - - - - - - - - - - - - - - - - - - - -
a PROPOSED SOUTH ELEVATION
01
PROPOSED WEST ELEVATION SCALE:1/4'=I'-0'
SCALE:1/4'=I'-0'
04
0
cli
C6
LIGHTING FIXTURE SCHEDULE
SYMBOL DESCRIPTION/LOCATION MANUFACTURER/MODEL/LAMPS
... ....... .....
...... _...._............ .......
�_......._....... .. ........................
- -- ........-.
��. _........... ........................_._... . NEW 6 DIMMABLE LED �.:::. ......-.. ®::::........:
!; ® WITH TRIM DOWNLIGHt FIXTURE OWNER-FURNISHED LICcHT
LEON RESIDENCE
FIXTURE 3 FFII 1400 SALT MARSH LANE
PECONIC NY 11958
— TO-2ND FL j NEW CEILING FAN WITH LED — — —
3-WAY SWITCH LIGHTS OWNER-FURNISHED LIGHT AF
d
FIXTURE ........ _..... ........ ......... �
~ - -_ - -
�! _
/ EXISTING (NO WORK)
NEW EXTERIOR WALL MOUNTED OWNER-FURNISHED LIGHT I
O LANTERN LIGHT FIXTURE. FIXTURE
EXISTING (NO WORK)
ISSUE
......_........_........................... i ._... .......................... 4
NEW CEILING SURFACE MOUNTED
j
\ — D BATHROOM LED LIGHT FIXTURE. OWNER-FURNISHED LIGHT # DATE FOR
{\ FIXTURE � -
/ 1 4/8/24 DOB FILING
EXISTING (NO WORK)
EXISTING (NO WORK) BATHROOM EXHAUST FAN
OWNER-FURNISHED LIGHT
FIXTURE
.._..__...-.....
vvvvv
NEW 4' VANITY LIGHT FIXTURE. OWNER-FURNISHED LIGHT
FIXTURE
EXISTING (NO WORK) NEW BATHROOM SHOWER �" LED NEW (NO WORK)
jro RECE55ED DOWNLIGHT FIXTURE OWNER-FURNISHED LIGHT O
WITH TRIM
FIXTURE
NEW 12' LED CEILING OWNER-FURNISHED LIGHT
o G
LOW-PROFILE FLU5HMOUNt FIXTURE
LIGHT FIXTURE
�. .. _.. .....- _...._
��
NEW EXTERIOR WALL MOUNTED
SECURITY LIGHT FIXTURE WITH OWNER-FURNISHED LIGHT
MOTION SENSOR FIXTURE
EXISTING (NO WORK)
LIGHTING SYMBOL LEGEND
EXISTING (NO WORK)
SYMBOL DESCRIPTION
$ NEW SINGLE-POLE DECORATOR LIGHT SWITCH. 20 AMP, 120/2-11 /
VOLTS.
,Cj NEW THREE-WAY DECORATOR LIGHT SWITCH. 20 AMP, 120/2-TI VOLTS.
3
c,p NEW THREE-WAY DECORATOR LED DIMMER LIGHT SWITCH. 20 AMP,
I `3
120 VOLTS. 3 i
j NEW SINGLE-POLE DECORATOR LED DIMMER LIGHT SWITCH. 20
' AMP, 120 VOLTS. j
cc,, NEW SINGLE-POLE DECORATOR FAN SPEED CONTROL SWITCH. 20 PROPOSED FIRST FLOOR POWER PLAN CrS
40 AMP, 120 VOLTS.
PROPOSED FIRST FLOOR LIGHTING PLAN 0 NEW COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR SCALE,1/4"=V, 0'
HARD WIRE 120V WITH BATTERY BACK-UP.
SD/CO THE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER
THAT THE ACTIVATION OF ONE DETECTOR WILL ACTIVATE ALL OF
THE DETECTORS.
o TO 1ST FL ELECTRICAL SYMBOLS POWER
/ 3-WAY SWITCH
WAL M N TAMPER-RESISTANT DECORATOR DUP EX
� r
ZA
RECEPTACLE NEMA5-20R, 20A 125V. Pass4Seymour legrand j
T� — — — — — — 1 —� (( URON *CW I1WH LUTRON DESIGNER STYLE WALLPLATE (WHITE) --3 — —
—
9 i DEDICATED CIRCUIT (SEPARATE CIRCUIT) WALL MOUNTED ', 1
TAMPER ED
-RESISTANT DECORATOR DUPLEX RECEPTACLE NEMA 5-20R,
I 20A, 125V. Pass45eymour legrand *TR26362W WITH LUTRON DESIGNER STYLEif
/ $ WALLPLATE (WHITE) LUTRON *CW-1-WH. �R
�' F NGINE
WALL MOUNTED TAMPER-RESISTANT DECORATOR DUPLEX CONVENIENCE '
RECEPTACLE. NEMA 5-15R, 15A, 125V, Pass*s mour le rand *TR26262W WITH \ i�EER PL ENGINEERING P.C.
SaoLUTRON DESIGNER STYLE WALLPLATE (WHITE) LUTRON *GW-1-WH. w 486 SUNRISE HWY,STE. 1006
I I S S� ROCKVILLE CENTRE, NY 11570
GFI DUPLEX TAMPER-RESISTANT GROUND FAULT INTERRUPTER RECEPTACLE. \ a TEL(516)599-0136
I NEMA 5-20R, 125V, 20 AMP. Pass*e mour le rand "2m95TRW WITH LUTRON FAX (516)599-3419
I 1 1 IN,
j. y g / , ,
1 1 \ DESIGNER STYLE WALLPLATE (WHITE) LUTRON "CW-I-WH. \ INFO@PLENGINEERING.NET
S' p �r.I. PROJECT
_
GFI DEDICATED CIRCUIT (SEPARATE CIRCUIT) DUPLEX TAMPER RESISTANT wR
GROUND FAULT INTERRUPTER RECEPTACLE. NEMA 5-20R, 125V, 20 AMP. 24'AFF
Pass45eymour legrand *2095TRW WITH LUTRON DESIGNER STYLE
WALLPLATE (WHITE) LUTRON *CW-1-WH. / 1400 SALT MARSH LANE
I ( \ PE CONIC NY
I I 1 WEATHER-RESISTANT E TAMPER-RE515TANT DUPLE( GROUND FAULT
GFI(P WR INTERRUPTER RECEPTACLE. NEMA 5-20R, 125V, 20 AMP. PA5545EYMOUR
LEGRAND *2095TRWRW WITH LUTRON DESIGNER STYLE WALLPLATE (WHITE)
LUTRON *CW-1-WH, wR� DRAWING NAME
WEATHER-RESISTANT E TAMPER-RE515TANT DECORATOR DUPLEX RECEPTACLE. 24'AFF
\ WR NEMA 5-15R, 125V, 15 AMP. PA5545EYMOUR LEGRANID *855TRWRW PROPOSED
cf)� \ / WITH LUTRON DESIGNER STYLE WALLPLATE (WHITE) LUTRON *CW-1-WH. POWER AND
\ / LIGHTING PLAN
I� WW
_- — -4 SEAL & SIGNATURE DATE: 12/08/22
O
SCALE:
OF MEW JOB No.: --
Y
CO o °NSo�OP,F DWG BY.: LYS
* Q� �0 * DWG No.
mar' LU
`u 6i
d FESSIONP
OF 9
E — - - - - - - - - - - - - - - - —
- - - - - - - - - - - - - - - - - =
PROPOSED �)ECOND FLOOR LIGHTING PLAN PROPOSED SECOND FLOOR POWER PLAN
N
5CA :I/4"=1'-0'
LE
C2
ABLE RbO2-%) FASTENIN6 SCHEDULE TABLE R6023(I)CONTINUED FASTENING SCHEDULE TABLE RbO2.3(I)CONTINUED FASTENING SGHEIXL.E
DESCRIPTION OF NUM13ER 5PAGIN6 DESCRIPTION OF NUMBER 5PAGIN6 DESCRIPTION OF NUMBER TJ I J 0 I ST DETA ILS
BUILDING AND TYPE AND BUILDIN6 AND TYPE AND BUILDING AND TYPE AND
ITEM ELEMENTS OF LOCATION ITEM ELEMENTS OF LOCATION ITEM ELEMENTS OF LOCATION
FASTENER FASTENER FASTENER SCALE : NONE
Q Qbc x LEON RESIDENCE
ROOF 0.113")• OR 0.I6D BOX (3 " x 1400 SALT MARSH LANE
4-80 BOX (2 " x 3-I60 B 3-16135');OR
BOX (3 " x Load bearing or shear PECONIC NY 11958
-I6D COMMON (3 wall above (must stack
0.11319 OR 0.15519;OR AT EACH JOIST Plate nail Plate
3-80 COMMON (2 4-8D COMMON (2 28 LEDGER STRIP SUPPORTING JOISTS " x o.162"); OR OR RAFTER, nal Web Stiffeners over wall below when
BLOGKIN6 BETWEEN GEILIN6 " TOE „ TOE NAIL OR RAFTERS 4-IOD BOX (3 x required each
x 0.131 )• OR NAIL � x 0.131 ) OR FADE NAIL cl. pre ent)
1 JOISTS OR RAFTERS 1"O TOP 3-100 BOX (3" x 4-I00 BOX (3" x 0.128"); OR Blocking side at A2W
PLATE „ 4-3 x 0.131 panel g Blocking panel
0.128 ); OR 0.128 );OR NAILS p
3-3" x 0.131" 4-3" x 0.151"
NAILS 16 NAILS 2-IOD (3" x Web Stiffeners
TOP OR BOTTOM PLATE TO STUD 2q BRIDGING TO J015T 0.128") EACH END, TOE required each side Rlm-to foist
0.1b3D E30 2 x 0.135");OR NAIL at AIW nail ISSUE
2-I60 COMMON (3 Toe nal Toe End of joists at centerline
3-8D COMMON (2 �" x 0.162");OR WOOD STRUCTURAL PANELS, 5UBFLOOR, ROOF AND INTERIOR WALL 5HEATHIN6 nall
�� �� . PER of support # DATE F O R
x 0.131 ), OR 3-100 BOX (3" x END NAIL TO FRAMIN6 AND PARTIGLEBOAPD WALL 5HEATHIN6 TO FRAMING
GEILIN6 J015T5 TO TOP PLATE 3-IOD BOX (3" x JOIST, 5-5" „);x 0OR.11351 [SEE TABLE R602.3(3) FOR W TJI
WOOD STRUCTURAL PANEL EXTERIOR WALL 1 4/8/24 DOB FILING
2 0.1259;OR TOE NAIL 5HEATHIN6 TO WALL FRAMING] � rim Joist
3-3
3-3" x 0.151" NAILS
NAILS NUMBER AI
0.128");OR AIW Must have 1 4"minimum joist
DESCRIPTION OF AND TYPE 5PAGIN6 OF A2W bearing at ends.Attach rim joist per
.1 I34
O O BUILDING x TOP PLATES, LAPS AT CORNERS 2-I6D GOMMON (3 ITEM ELEMENTS OF FASTENERS A3 detail.
0.128");OR 17 AND INTERSECTIONS FACE NAIL FASTENER
„ „ EpeES INTERMEDIATf
3-I6D COMMON (3 x 0.162 );OR ap,c (INGHE5) 9)PPORT5`1
3 �" x 0.162"); OR FACE NAIL NAILS 0.131" (INCHES) 2x_ Stud
Plate nail - Ibd (3V2")
wall at lb" box at 12 on-center
4-3" x 0.131" 6D COMMON 2" x „
NAILS 3-8D BOX (2 �" x 3O 311 I �� 0.115") NAIL on-center
0.113 );OR - - - (5UBFLOOR, WALL 6 12' Web stiffeners required
2-8D COMMON (2 8 2 Load from above both sides at EIW 8" diameter maximum hole for IIYa" - 16" Floor panel nail - "
FACE I BRACE TO EACH STUD AND 18D COMMON (2
deep blocking panels; b" diameter (?y2") common at 6"
NAIL 18 PLATE �" x 0.131");OR FACE NAIL x 0.131") NAIL maximum for blockin anels �'2" deep or o ente
4 2-100 BOX (3 x (ROOF) g p p
0.128"9;OR 80 COMMON NAILF Ys" shorter than 12" long. ,V��
g V4 Trus Joist
2 STAPLES 1 31 l�" _ I " (2 �" x 0.151") 6 12 Do not cut f lanc es. rim board
4-IOD BOX (3" x 32
3-8D BOX (2 � •
GOLLAR TIE TO RAFTER, FACE 0.128"); OR 0.113")• OR 100 COMMON (3"
5 NAIL OR II/4" x 20 GA. RIDGE 3-I00 COMMON (3"PAGE NAIL EACH I " _ I" 0.148") NAIL;OR b 12 Toe nail - 10d (3")
STRAP TO RAFTER x 0.148 ); OR RAFTER 2-8D COMMON (2 32 I 8 I 4 8D (2 " x 0.131") 1211
box at 6" on-center
4-3" x 0.131" NAIL I x b 5HEATHIN6 TO EACH � x O.BI ), OR min.
BEARIN6 2-IOD BOX (3" x FACE NAIL DEFORMED NAIL
3-I65 BOX NAILS ICI0.128"); OR 2x mmlmum
(3 �" x 0.135"9;OR 2 TOE NAILS ON
2 STAPLES, I" OTHER WALL SHEATHIN59 squash blocks
b RAFTER OR ROOF TRUSS To 3-IOD COMMON ONE 51DE AND I Boundary nailing - Install proper blocking
PLATE NAIL5 (3" x 0.148"); TOE NAIL ON GROWN, Ib GA., I I �" GALVANIZED V4" Tlmber5trand0 LSL or iLevel®1Ye"rim board. &d (2Y2") common
OR OPP051TE 51DE " LON6 ROOFING NAIL, " Use 2x4 minimum squash blocks to " „ at 4" on-Center* to support all panel
Nail with 10d(0.131 x 3 )nails, edges
4-100 BOX (3" x CS transfer load around TJI®joist g
OF EACH RAFTER HEAD DIAMETER,
0.128");OR OR TRUSSI 3-SD Box (2 �" x 33 � STRUCTURAL GELLULOSIG OR 3 b one each at top and bottom flange.
4-3" x 0.131" NAIL5 0.113");OR FIBERBOARD SHEATHING I" GROWN STAPLE E1 E1 W *See Trus Joist Framer's Pocket Guide for additional
3-SD COMMON (2 A3.4 installation specifications.
�" x 0.131°);OR I6 GA., I �" LONG
4-I6D (3 �" x 3-I00 BOX (3" x ��
0.135");OR 16ALVANIZED
0.128)•OR
3-IOD COMMON (3 „ ROOFIN6 NAIL, a" When sheathingthickness exceeds
3 5TAPLE5, I " HEAD DIAMETER," x 0.148");OR TOE NAIL 34 FI STRUCTURAL CELLULOSIC Y" trim sheathing tongue at rim
4-I00 BOX (3" x GROWN, I6 GA., I � FIBERBOARD 5HEATHIN6 OR 3 6 8
I x 6 5HEATHIN6 TO EACH LONG board
0.1269;OR BEARIN6 FACE NAIL I" GROWN STAPLE Plate nail - Ibd (0.135" x
4-3" x 0.131" NAIL5 WIDER THAN I" x a" 3�2") at 16" on-center*
ROOF RAFTERS TO RIDGE, VALLEY Ib GA., I � LONG
OR HIP RAFTERS OR F:OOF 4-8D BOX (2 �" x Floor panel nail - bd (0.131" x ��
'7 RAFTER 20 0.1159;OR I GALVANIZED ,,V p V Timber5trand4l LSL or iLevel®1Y"rim board.
TO MINIMUM 2" RIDGE 13EAM ROOFING NAIL; ,
3-SD COMMON (2 !12") at 6" on-center's Nail with 10d(0.131"x 3")nails
3-I60 BOX 3 �" x " x 0.131");OR STAPLE one each at to and bottom flange.
0.1359;OR 3-I00 BOX (3" x „ d ' • Web Stiffeners p 9
2-I60 COMMON(3 35 GYPSUM 5HEATHIN6 GALVANIZED, required each side at Attach reinforcement to joist with one bd
0.1269;OR I �" LON(5; 1
x 0.162'),OR 4 5TAPLE5, I A3_W (0.131° X 2Y2") nail at each corner
5GREW5,
0.125 BOX (3" x END NAIL GROWN, 16 GA., I TYPE W OR 5 VW Timber5trand4l LSL or
0.128");OR LONG
3-3" x 0.131" NAIL5 iLevel®1Y8"rim board.* E5
FLOOR I " 6ALVANIZED 2" length of 3/4" reinforcement on one
ROOFING NAIL; side at E5 both sides at E6
4-80 BOX(2 " x STAPLE Toe nail - IOd (0.131" x '
WALL 0.113");OR 56 " 6YP5UM 5HEATHINGd GALVANIZED, - 3") at b" on-center*
24"O.G. FACE JOIST TO SILL, TOP PLATE OR 3-50 COMMON(2 1 �" LON6; 14" Full depth
I60 COMMON (3 21 61RDER �" x o.131");OR TOE NAIL For rim board thicker than 1 3/4" - Attach TJ141 Joist p
NAIL SCREWS, vertical blocking
x 0.1629 3-IOD Box (3" x �� ��
8 STUD TO STUD (NOT AT BRACED 3-100);OR TYPE W OR 5 to rim board with one IOd (0.128 x3 ) nail. Top nail between each
WALL PANELS) IOD BOX 3 x 3-3" x 0.131" NAIL5 WOOD 5TRUGTURAL PANELS, GOMB1NATION 5UBFLOOR UNDERLAYMENT TO from TJI�Joist into rim board. Connect corner with Joist
0.128");OR NAIL „ FRAMIN6 four 10d (0.1211"x3 ) nails. Toe nail from side of Less than 5"
3" x 0.151" NAILS 8D B) (2 x 4" O.G. TOE NAIL bD DEFORMED parallel closure into rim board
RIM JOIST, BAND J015T OR o.113 (2" x 0.120") A3 �3.1 r43. A3. Eb
I6D BOX R x 12"O.G. FADE *Conventional construction code minimum for use with A3 only. See the
STUD TO STUD AND ABUTTING „ BLOCKING TO SILL OR TOP PLATE 8D COMMON (2 �" 3� �" AND LESS NAIL;OR y
0.135 );OR NAIL 6 12
STUDS AT INTER5EGTIN6 WALL " 22 (ROOF APPLICATIONS ALSO) iLevel TJl®Specifier's Guide,#TJ-4000, and the iLevel®Rim Board
3 x 0.131 NAILS x 0.131 ); OR b O.G. TOE 8D COMMON (2
q CORNERS 100 BOX (3" x NAIL x 0.131") NAIL 3.1 A3. A3. Specifier's Guide, #TJ-8000,forA3.1 A3.3 installation specifications and
„ 6„O.G.
FAGS A3W
(AT BRACED WALL PANELS) I6D COMMON (3 0128"); OR W W W applications.
0.1629 AIL 3" x 0.131" NAILS 80 COMMON (2 "
I60 COMMON (3 b"O.G. EAGH ED 3-8D BOX (2 �" x 38 x DEFORMED R ED b 12
l0 BUILT-UP HEADER (2" TO 2" 0.162) AGE NAIL 2-&D COMMON (2
�" x 0.120"9 NAIL ENGINEERS
HEADER WITH �" SPACER) I6D BOX (3 �" x 12"O.G. EAGH ED 23 I" x 6" 5UBFLOOR OR LE55 TO EACH �, 0.131");OR �4" Tlmber5trondO LSL or iLevel@ 1Ys"rim board. Nail with 10d(0.131"x 3") 1�E$
0.135) AGE NAIL x x 0.148" ) NAIL; o kl PL ENGINEERING, P.C.
JOIST 3-100 BOX (3 x FACE NAIL Halls,one each at top and bottom flange. Nall to blocking panel with
38 I �� I�� OR 6 12 g p INTERMEDIATE BEARING Flush bearing plate w o 486 SUNRISE HVVY,STE. 1006
0.128");OR - connections equivalent to floor panel schedule.
2 5TAPLE5, I 8 4 8D DEFORMED (2 q P NO LOAD BEARING WALL ABOVE " a TEL(�6)699-036 CENTRE, NY 11570
required. Maximum� a b
5-5D BOX (2 x x 0.120 ) NAIL 9 p FAX 516 599-3419
� GROWN, Ib GA., I Attach reinforcement to joist Web stiffeners required overhang permitted at ( )
0.113");OR beam. INFO@PLENGINEERING.NET
II GONTINUOU5 HEADER TO STUD 4-SD COMMON (2 TOE NAIL " LONG with one &d (0.131" x 2,V2"I nail at each side at 53W
�" x 0.131"9;OR 3-I60 BOX (3 FOR 51: 1 INCH = 25.4 MM, I FOOT = 304.8 MM, I MILE PER HOUR = 0.441 M/5; I K51 = b M5 MPA. each corner Blocking panels may be
4-100 BOX (3" x 0.135"); OR Horizontal blockin panels between required with shear walls , PROJECT
0.1289 24 2 5UBFLOOR TO J015T OR C1RDER 2-I60 COMMON (3 BLIND AND FAG A. NAILS ARE 5MOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OT'HERWI5E each joist. Nail t blocking
late with above or below (5ee
NAIL STATED. NAILS USED FOR FRAMING AND 5HEATHIN6 GONNECTIONS SHALL HAVE MINIMUM , P P detail 1)
I60 COMMON (316 FACE- " x 0.162") AVERAGE BENDING YIELD 5TREN6TH5 AS 5HOWN: 80 K51 FOR SHANK DIAMETER OF 0.1g2 INCH connections equivalent to floor
0.162") 12"O.G. FADE AT EACH (20D COMMON NAIL),q0 K51 FOR SHANK DIAMETERS LAR6ER THAN 0.142 INCH BUT NOT LARGER panel schedule. 3 'I 1400 SALT MARSH LANE
3-I60 BOX (3 THAN 0.171 INCH AND 100 K5l FOR SHANK DIAMETERS OF 0.142 INCH OR LE55. PECONIC NY
BEARIN6, FACE
� 12 TOP PLATE TO TOP PLATE IOD 3oX (3 x 25 2 PLANKS (PLANK 4 BEAM-FLOOR 0.135 ), OR � 12 length of /4 reinforcement
0.12b");OR NAIL ROOF) 2-I60 COMMON (3 NAIL B. STAPLES ARE lb GAGE WIRE AND HAVE A MINIMUM01/16-INGH ON DIAMETER GROWN WIDTH. on one side at E7, both sides
ci 3" x 0.131" NAIL5 " x 0.16211) at ES
c G. NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL SUPPORTS WHERE
•- 3-I60 COMMON (3 SPANS ARE
H3 DRAWING NAME
8-I60 COMMON (3 E 48 INCHES OR GREATI=R.
P "
DOUBLE TOP PLATE SPLICE FOR " X 0.1629;OR FACE NAIL ON x 0.162 ) Less than 5
5DG5 A-D2 WITH SEISMIC BRACED 12-I6D BOX (3 " x EAGH 51DE OF 4-10BOX (3 x D. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY CI-FOOT PANELS SHALL BE APPLIED VERTICALLY. E8 B3 B3W DETAILS
END JOINT 26 BAND OR RIM JOIST TO JOIST 4-5" ), OR 1 END NAIL�' WALL LINE 5PAGIN6 < 25' 0.135');OR (MINIMUM 24" LAP 4-3 x 0.131 E. 5PAGIN6 OF FA5TENER5 NOT INGLUDED IN TH15 TABLE SHALL BE BASED ON TABLE Rb023(2).
12-I01? BOX (3" x SPLICE LEN6TH NAIL5; OR
0.128");OR
v 13 12-3"x 0.131" NAILS EACH 4-3"x 14 6A. F. WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LE55,NAILS FOR ATTACHING WOOD
51DE OF END 5TAPLE5, 5TRUGTURAL PANEL ROOF 5HEATHIN(5 TO GABLE END WALL FRAMIN6 SHALL BE SPACED 6
e JOINT) GROWN INGHE5 ON CENTER. WHERE THE ULTIMATE DE516N WIND SPEED 15 6REATER THAN 130 MPH, NAILS Load bearing or shear wall above (must stack
DOUBLE TOP PLATE SPLICE 5DG5 12-I6D (3 " x NAIL EACH FOR ATTAGHIN6 PANEL ROOF 5HEATHIN6 To INTERMEDIATE 5UPPORT5 SHALL 13E SPACED b Nail through 2x_cantilever, wood g g IRG 502-'1 requires lateral SEAL & SIGNATURE G N AT U R E
Hanger height must be a minimum q over wall below) DATE: 12/08/22
AND BRACED WALL 0.135`) LAYER A5 " INGHE5 ON GENTER FOR MINIMUM 48-INGH DISTANCE FROM RIDGES,EAVES AND GABLE END backer and TJI41 joist web with 2� of 60%of joist depth restraint (blocking) at all SCALE:
DO, DI, OR D2; FOLLOWS: 32 WALL5;AND 4 INCHES ON CENTER To CABLE END WALL FRAMING. rows IOd (0.148 x 3 ) nails at b intermediate supports in
LINE 5PAGIN6 >25' O C Blockin panel
0 200 GOMMON K' AT TOP AND 6. 6YP5UM 5HEATHIN6 SHALL CONFORM TO A5TM G 15% AND SHALL BE INSTALLED IN on-center, clinched. Use Ibd 5elsmlG Design Categories JOB No.: --
(0.135 x 3Y2 ) nails with 3y2 TJI� 00, DI, and D2 to Blocking panel OF NEivyo
Q I6D COMMON (3 x O.H2")•OR BOTTOM AND ACCORDANCE WITH 6A 253. FIBERBOARD 5HEATHIN6 SHALL CONFORM To A5TM G 205. Siren then the floor �P p&fONso 'Q DWG BY.: LYS
12 O.G. FACE IOD BOX (3" x STAG6ERED.24" joist flange widths. g 5 0
�- BOTTOM PLATE TO JOIST, RIM NAIL 2x4 minimum squash !�
`r 0.162") diaphragm. q * � o * DWG No.
2 JOIST, BAND JOIST OR BLOGKIN6 0.128 ); OR O.G. FACE NAIL H. 5PAGIN6 OF FASTENERS ON FLOOR 5HEATHIN6 PANEL EDOE5 APPLIES TO PANEL EDC-E5 blocks a �
14 3 x 0.151 NAILS AT TOP AND SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOGKIN6 AND AT FLOOR PERIMETERS i-
(NOT AT BRACED WALL_ PANELS) I6D BOX (3 x I6"O.G. FACE o € � I
0.135");OR BUILT-UP 61RDER5 AND BEAMS, BOTTOM ONLY. 5PAGIN6 OF FA5TENER5 ON ROOF 5HEATHIN6 PANEL EDCE5 APPLIES TO PANEL EDO-e 0 w � � 07
NAIL 2l To mount B 1 B 1 m W ,
3" x 0.131" NAILS 2-INGH LUMBER LAYERS 5TAC76ERED ON SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOGKIN6. BLOGKINC OF ROOF OR FLOOR p 2
OPP051TE SIDES 5HEATHIN6 PANEL ED6E5 PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED F1 applies to uniformly hanger N� �p�
EXCEPT A5 REQUIRED BY OTHER PROVISIONS OF THI5 GORE. FLOOR PERIMETER SHALL BE loaded joists only. ke�( ado
° 3-I60 BOX (3 �" x 3 EACH Ib"O.G. AND:° SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. Face R ESS10'.-
BOTTOM PLATE TO J015T, RIM 0.135);OR FACE NAIL 2-200 COMMON FACE NAIL AT mount Web stiffeners S OF 9 15 JOIST, BAND J015T OR B 2 EAGH Ib"O.G. (4" x O.Ig2").
BLOGKIN6 2-I6D COMMON (3 EN05 AND AT I. WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GEILIN6 J015T IN AGGORDANGE ,,0 han hanger required each sid
E (AT BRACED WALL PANEL) x o.162");OR FADE NAIL OR3-100 BOX (3" EAGH SPLICE WITH THI5 SGHEDUI� PROVIDE TWO TOE NAIL5 ON ONE 51DE OF THE RAFTER AND TOE NAIL5 Wood backer �� g at BIN and B2W
„ 4 EAGH I b"O.G. x 0.128"); OR3-3" a+��'16 ����
4-3 x 0.131 NAILS FROM THE GEILIN6 J015T TO TOP PLATE IN ACCORDANCE WITH THI5 5GHEDULE. THE TOE NAIL es SLOP 6 o Web stiffeners required If
FADE NAIL x 0.151 NAILS ON THE OPP051TE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. a a s sides of hanger do not
t��`sec o �o H1 g B2 B2W Blocking panels may be
>\�a����e�r �Aeo laterally support at least 3/8" required with shear walls
of TJIP joist top flange above or below - see
:6 detail BI
C)
GENERAL CONSTRUCTION NOTES
NOTCH GREATER THAN 50 RESIDENTIAL CODE OF NEW PORK STATE
1. THE BUILDER SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THESE PLANS PERCENT OF THE PLATE WIDTH
WITH THOSE AT THE SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE
ATTENTION OF THE: ARCHITECT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. EXTERIOR OR BEARING WALL o� R301 . 1 DESIGN:
THE CONTRACTOR: SHALL BE RESPONSIBLE FOR CORRECTIONS NOT REPORTED
ONCE HE HAS STARTED WORK, EXCEPT FOR HIDDEN JOB CONDITIONS WHERE BUILDINGS AND STRUCTURES, AND ALL PARTS OF THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL
APPLICABLE. LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOR LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LEON RESIDENCE
2. THE BUILDER SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP ON THE LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF BUILDINGS AND STRUCTURES SHALL RESULT IN A 1400 SALT MARSH LANE
JOB FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION. SYSTEM THAT PROVIDES A COMPLETE LOAD PATH CAPABLE OF TRANSFERRING ALL LOADS FROM THEIR POINT OF: PECONIC NY 11958
3. PLOT PLAN DATA IS AS INDICATED ON SURVEY PROVIDED BY OWNER AND 16 GAGE (0054 IN.) AND 15 IN. WIDE °°° ORIGIN THROUGH THE LOAD RESISTING ELEMENTS TO THE FOUNDATION.
SHALL PREVAIL. PLOT PLAN BY ARCHITECT IS MERELY SCHEMATIC. TOP PLATES
4. NEW CONSTRUCTION IS TO BE STAKED OUT AND ALL REQUIRED SET BACKS ARE METAL TIE ACROSS AND TO EACH ° °
TO BE FIELD CHECKED AND APPROVED BY A LICENSED SURVEYOR PRIOR TO SIDE OF THE NOTCH WITH 8-16d o °
COMMENCEMENT OF CONSTRUCTION NAILS EACH SIDE °° R301 .2. 1 . 1 DESIGN CRITERIA:
5. PROVIDE 25 ALUMINUM TERMITE SHIELD AT ALL PERIMETER SILLS ON CONCRETE CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS EQUAL OR EXCEED 110 MPH SHALL BE DESIGNED IN
FOUNDATION. PIPE ACCORDANCE WITH:
6, ALL WOOD FRAMING RESTING ON STEEL SHALL BE CONNECTED WITH G.I. A) AMERICAN FOREST AND PAPER ASSOCIATION (AF E PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO
ANCHORS EACH ONE.
-I. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR NO. 1 E 2 CONSTRUCTION GRADE H6 AT 16" O.C. FAMILY DWELLINGS (WFCM) HIGH WIND SPEED EDITION (OR)
FB = 825 P.S.I. MINIMUM AND E = 1,400,000 MINIMUM. UNLESS OTHERWISE TOP PLATE FRAMING TO SIMPSON B) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURE (ASCE -1) ISSUE
SPECIFIED BY ARCHITECT. ACCOMMODATE. PIPING STRONG-TIE
.....__......_._.... ......... # DATE FOR
8, DOUBLE JOIST UNIDER ALL PARTITIONS PARALLEL TO FRAMING. PROVIDE SCALE: �� I'-m' scaLE- n.7S R403. 1 .6 FOUNDATION ANCHORAGE
DOUBLE HEADER JOISTS AT ALL OPENINGS. 1 4/8/24 DOB FILING
9. RAFTER HEEL CUTS SHALL NOT EXCEED 4'. WHERE JOISTS ARE NOTCHED TO SINGLE OR DOUBLE
HEADERS, AS TO REDUCE THE DEPTH OF BEAM, ONLY BRIDLE IRONS OR METAL TOP PLATE THE: WOOD SOLE PLATE AT EXTERIOR WALLS ON MONOHOLITHIC SLABS AND WOOD SILL PLATE SHALL BE ANCHORED
CONNECTORS ARE TO BE USED. TO THE FOUNDATION WITH ANCHOR BOLTS SPACED A MAXIMUM OF 6'-O' ON CENTER . . . A NUT AND WASHER SHALL BE
10. ALL JOISTS SHALL_ HAVE A 1' X 4' WOOD GROSS BRIDGING 8'-0' ON CENTER TIGHTENED ON EACH BOLT TO THE PLATE
MAXIMUM OR SOLID BRIDGING.
11. ALL EXTERIOR WALLS TO BE 2" X 4'OR 2' X 6' STUDS AT 16' O.G. EXCEPT AS HAD SEE TABL S
NOTED. 02 ) AND R50 B(2) R502.9: FASTENING:
12. ALL WALL AND ROOF SHEATHING SHALL BE 1/2 CDX PLYWOOD UNLESS STACaCsER JOIST 4 IN. OR
OTHERWISE: NOTED. USE SPLICE PLATES
13. SUB-FLOORING SHALL BE 3/4' 'CDX" PLYWOOD SHEATHING. FINISH FLOORING SEE SECTION Ro0232 WHERE POST OR BEAM OR GIRDER CONSTRUCTION IS USED TO SUPPORT FLOOR FRAMING, POSITIVE CONNECTIONS
SHALL BE EITHER TILE OR CARPET OR AS SPECIFIED ON PLANS U.ON. JACK STUDS OR SHALL BE PROVIDED TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT.
14. GYPSUM BOARD ON WALLS AND CEILINGS TO BE U.S. GYPSUM 1/2' WITH ALL TRIMMERS
JOINTS TAPED AND SPACKLE, 3 COAT JOB. M.R s BATHS.
15. NEW CONSTRUCTION TO COMPLY WITH NYS ENERGY CONS. CODE. R 601 .2: REQUIREMENTS:
16. PROVIDE 9' R-30 FILL THICK INSULATION IN ALL EXPOSED FLOOR AREAS U.O.N. WALL STUDS
1'l. INSULATION IN ROOF SHALL BE 10' THICK R-30 OR AS NOTED: IN WALLS 5-1/2' SEE SECTION R6023 WAL CONSTRUCTION SHALL BE CAPABLE OF SUPPORTING ALL LOADS IMPOSED ACCORDING TO SECTION R301 AND
R-21 OR 3-1/2 R-15 AND IN FLOORS 2" THICK RIGID INSULATION. ALL INSULATION OF TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS
EXCEPT RIGID INSULATION SHALL BE FOIL FACED BATT INSULATION, ADD OR
REINSULATE EXPOSED EXISTING AREAS AS REQUIRED TO MATCH NEW ANCHOR BOLTS
PROTECTION, UNLESS OTHERWISE NOTED. EMBEDDED IN R 602.6: DRILLING AND NOTCHING - STUDS:
15. ALL WINDOWS AND DOORS SHALL HAVE INSULATING GLASS AND FOU 6 FT. O.G.NDATI
X.
SCREENS,TEMPERED INSULATING GLASS IN ALL SLIDING DOORS, TEMPERED FLOOR JOISTS APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN! ACCORDANCE WITH MANURFACTURER'S
GLASS IN ALL SHOWER DOORS AND ALL FIXED GLASS ADJACENT TO OPENINGS -- RECOMMENDATION. SEE TYP. DTL. ON THIS SET.
OR TO FLOOR LEVEL, IN ACCORDANCE WITH NYS CODE. SILL PLATE
19. ALL HABITABLE SPACE TO HAVE Sio FLOOR AREA IN GLASS AREA, AND 4% OF
FLOOR AREA AS OPERABLE SASH AS PER NYS CODE.
20, A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED ON R801 .2 REQUIREMENTS:
THE CEILING ADJACENT TO THE SLEEPING SPACES AND IN SLEEPING SPACES IN av n
ACCORDANCE WITH IBC CODE. ROOF AND CEILING CONSTRUCTION SHALL BE CAPABLE OF SUPPORTING ALL LOADS IMPOSED ACCORDING TO
21. ALL STORM WATER LEADERS AND GUTTERS TO DRYWELLS OR SPLASH BLOCKS.
22. PROVIDE I6 OZ. COPPER OR ALUMINUM FLASHING WHERE REQUIRED AT WINDOWS, L L SECTION R301 AND OF TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS.
DOORS, ROOFS, CHIMNEYS, ETC. DETAIL OF JACK STUDS
23. PROVIDE POSITIVE VENTILATION OF ALL ROOF AND ATTIC AREA WHETHER JACK STUDS OR TRIMMERS RSOZ. 1 1 : ROOF TIE DOWN:
SPECIFICALLY INDICATED ON THE ARCHITECT'S DRAWINGS OR NOT __._ ......_..................... ..._..._ ............ .._.....__._.._.._..._._........... .
SPECIFICALLY INDICATED. ROOF ASSEMBLIES SUBJECT TO WIND UPLIFT PRESSURES OF 2 PSF OR GREATER, AS ESTABLISHED IN TABLE R3012(2)
24. ALL WOOD TRUSSES SHALL BE INSTALLED AS PER MANUFACTURER'S (COMPONENTS ANS CLADDING LOADS TABLE), ADJUSTED FOR HEIGHT AND EXPOSUREPER TABLE R3012(3) SHALL
SPECIFICATIONS AND INSTRUCTIONS. HAVE RAFTER OR TRUSS TIES PROVIDED AT BEARING LOCATIONS. IN ACCORDANCE WITH TABLE 802.11. A CONTINUOUS
25. ALL MICRO-LAM BEAMS SHALL BE INSTALLED AS PER MANUFACTURER'S SCALE: 3�'=l'-0' LOAD PATH SHALL BE PROVIDED TO TRANSMIT THE UPLIFT FORCES FROM THE RAFTER OR TRUSS TIES TIES TO THE
SPECIFICATIONS AND INSTRUCTIONS. Z FOUNDATION
26. ARCHITECT HAS NOT BEEN RETAINED t0 SUPERVISE THIS CONSTRUCTION.
21. DO NOT SCALE THE DRAWINGS. COP PLACES
28. THE BUILDER IS RESPONSIBLE TO LOCATE ALL UTILITIES PRIOR TO
COMMENCEMENT OF WORK. STU
29. ALL MICRO-LAM BEAMS SHALL BE INSTALLED AS PER MANUFACTURER'S BOARD HOLE MAX.
SPECIFICATIONS AND INSTRUCTIONS. OFMT0RCENT
STUD DEPTH
i8
STEEL/CONCRETE NO'rES 16d NAIL AT 24 IN. O.G.
1. ASSUMED SOIL BEARING CAPACITY, 1.5 TON PER SQUARE FOOT SUBJECT TO GYPSUM WALL BOARD cy
INSPECTION AND VERIFICATION. INSTALLED IN ACCORDANCE
2. ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL, NO FOOTING SHALL WITH CHAPTER -1
BE HEIGHT OR LOWER THAN A 30 DEGREE ANGLE FORM ANY OTHER FOOTING. -7
NOTCH MUST NOT EXCEED 25
STEP FOOTINGS A MAXIMUM OF 30 DEGREES. FOOTING TO BE 3'-0' MINIMUM PERCENT OF STUD DEPTH
BELOW ADJACENT GRADE.
3. ALL CONCRETE TO BE A 1:2:4:MIX 3000 LB. CONCRETE UNLESS OTHERWISE
NOTED. FOUNDATION WALL SHALL EXTEND A MINIMUM OF 6" ABOVE FINISHED
GRADE. ALL WORK TO BE DONE IN ACCORDANCE WITH A.G.I. STANDARDS. BOARD HOLES SHALL NOT BE
4. ANCHOR BOLTS To BE 5/8" DIA. X 18' LONG WITH HOOKED ENDS, WITH MAXIMUM WOOD STRUCTURAL PANEL LOCATED IN THE SAME GROSS
SPACING 4'-0' Oz. DOUBLED AT CORNERS. INSTALLED IN ACCORDANCE SECTION OF CUT OR NOTCH IN STUD
5. ALL STEEL COLUMNS TO HAVE TOP AND BASE PLATES AND BE SETT WITH HIGH WITH TABLE R6023(1)
STRENGTH GROUT FOR LEVELING PURPOSES. IF HOLE IS BETWEEN 40 PERCENT AND
6. ALL COLUMNS (UNLESS OTHERWISE NOTED OR SHOWN) SHALL BE FURNISHED WITH Sd NAIL AT 12 IN. O.C. ON ALL 60 PERCENT OF STUD DEPTH, THEN STUD
FRAMING MEMBERS NOT AT MUST BE DOUBLE AND NO MORE THAN
TWO 3/4' ANCHOR BOLT SETTINGS. TWO SUCCESSIVE STUDS ARE DOUBLE
1. ALL REINFORCING BARS SHALL BE DEFORMED BARS OF NEW BILLET STEEL PANEL EDGES AND SO BORED
CONFORMING TO ASTM A615 GRADE 60. SECTION Z-Z
IL AT 6 IN. O.G.
8. THE BUILDER SHALL VERIFY DIMENSIONS AND LOCATION OF ALL OPENINGS, \(=ALLPANEL EDGES) I Z ............................_.._...---------....______._._.� _ �__.__... ...._-_........................
PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED BY ALL TRADES BEFORE SCALE. I-0
ALL CONCRETE POURED. NOTCHING AND BORED HOLE ENGINEERS
S. CONCRETE WORK SHALL CONFORM TO THE BUILDING GODS REQUIREMENTS FOR
REINFORCED CONCRETE OF THE AMER►CAN CONCRETE INSTITUTE (ACI 315). EXTERIOR OUTSIDE LIMITATIONS FOR EXTERIOR ���EERr PL ENGINEERING P.C.
LATEST EDITION. CORNER FRAMING ' WALLSAND BEARING WALLS '
10. THE BUILDER SHALL INSTALL (AND GIVE OTHER TRADES AMPLE OPPORtUNItY _.....__............ .._ w Gl 486 SUNRISE HWY,STE. 1008
TO INSTALL) ALL ANCHORS, BOLTS, PLATES, NAILERS, SLOTS, CHASES, PIPE SCALE- 34'=l'-0' SCALE. t2 =l-0 a b ROCKVILLE CENTRE, NY 11570
SLEEVES, ETC, AS REQUIRED BY OTHER TRADES. - a TEL(516)599-0136
11, THE BUILDER SHALL VERIFY ALL DIMENSIONS BEFORE SETTING SCREEN AND FAX (516)599-3419
FORMS. REINFORCING SHALL BE SECURELY TIED IN ITS PROPER PLACE BEFORE INFO@PLENGINEERING.NET
AND DURING CASTING OPERATION, USING APPROVED CHAIRS AND SPACERS AS
REQUIRED, LABEL
END- USE PROJECT
12, PROVIDE CLEARANCE IN FORM FACE OF CONCRETE AS FOLLOWS:
SLABS /4' SD DEFORMED
3
B NAILS-WITHIN
BEAMS 3/4' `
FOOTINGS 3' 4 OF GABEL EN
3 O.C. 1400 SALT MARSH LANE
ALL CONCRETE SURFACES WHICH ARE TO BE EXPOSED TO WEATHER 2" EDGE OF PECONIC NY
13. ALL PRINCIPLE FOOTINGS SHALL 'BEAR ON GROUND HAVING MINIMUM BOARD
ALLOWABLE BEARING CAPACITY OF 1- 1/2 TONS PER SQ. FT. ELEVATIONS OF
o BOTTOMS OF FOOTINGS SHOWN ON PLAN ARE FOR ESTIMATE PURPOSES AND 6 O.C.
SHALL BE ADJUS"rED TO THE REQUIRED BEARING STRATA AS FOUND UPON. INTERMEDIATE
14. SHOP CONNECTION TO BE 3/4' DIAMETER MACHINE BOLTS. FIELD CONNECTIONS g 1/2 1 THG. DRAWING NAME
TO BE 3/4' DIAMETER A301 BOLTS, UNLESS OTHERWISE NOTED. ALL COLUMNS EDCO.-c�G'OF PLYWOOD BOARD
CONNECTIONS SHALL BE MADE WITH MINIMUM 3/4' DIAMETER HEIGHT STRENGTH BOARD
C� BOLTS, UNLESS OTHERWISE NOTED OR SHOWN.
' 15. S A S SHALL BE CAST MONOLITHICALLY AND SHALL BE FINISHED AS PER - PROPOSED
� L B ,
E SPECIFICATIONS.
DETAILS
FL 16. EXPOSED EDGES OF CONCRETE TO HAVE CHAMFER 00
W.
3 O.G.
7
EDGE C7F
IMPORTANT NOTE BOARD
SEAL & SIGNATURE DATE: 12/08/22
1. THE BUILDER IS R:ESPONSfBLE FOR ALL CONSTRUCTION MEANS METHODS
TECHNIQUES, SEQUENCES OF PROCEDURE AND FOR ALL SAFETY PRECAUTIONS E SCALE:
PROGRAMS IN CONNECTION WITH THE WORK ON THIS JOB. �
P��OF NEB" Y \ JOB No.:
THE UI ER 4/OR OWNER AGREES TO ASSUME 4 DOES HEAR BY ASSUME ALL /
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