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NOTES & SPECIFICATIONS "`��
� IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT B1NDED TOGETHER AT GENERAL WIND PROTECTION CONNECTION NOTES: CARPENTRY
..LL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, SPECIFICATIONS, AND ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION; SSTD 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 & BETTER (Fb = 875) UNLESS OTHERWISE NOTED. - - -_�______- ---------------- 7
BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 10-99 AND 2018 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION I .
1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, FLOORS, STUDS 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH COAT. MAINTAIN 8" MIN. FOUNDATION 1�
—-_ - --_____ � - ____ --- - -- ____ ____ _____ _______
. GENERAL AND ROOF FRAMING SHALL BE PROVIDED. EXPOSURE. [____ _______ 1N_SULAT10N__ & FEN ESTRATI-ON-------RE7Q�U-1-REM -EN TS _____ � i 1 ! ; !
1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE APPLICABLE � I : I
_____ -----. -------------- - --,---,--.---. - _________________. ----------,--- __ - ,--- - - ----------___-- -----------_�___ __�`�r=-_____ - - _________ � 1
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT INCLUDED IN 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO PROVIDE SILL 1, - __ - " __ 11 - - - __ ___- - __ -------------- -_ ----------_ ��_=_ il
BUILDING DEPARTMENT. i �� ----------1j I
THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL BE USED IN ACCORDANCE SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"W', UNLESS (1) 2"x6" IS NECESSARY TO MATCH FLOOR ! i �� 11 � �
WITH MANUFACTURER'S RECOMMENDATIONS. � . � !
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. HEIGHTS WITH THE EXISTING STRUCTURE. I I !I s � -
1� I
I� :� PROPOSED DESIGN I CODE PRESCRIPTIVE VALUE & 11 I � I
; �
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING i COMPLIES �! i I
LS EXPOSED DIRECTLY TO THE �i � 1! s �
3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAI 4. AT FLUSH FRAMING USE 16 CAGE METAL JOISTS HANGERS BY "TECO" OR EQUAL. : VALUE CITATION (PER 2020 NYSECCC) �; i
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. i i� � ! � �
I i I
T TO SALT CORROSION IN COASTAL AREAS SHALL BE STAINLESS ! i I ,� I
� i � I
STEEL OR HOT DIPPED GALVANIZED. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, ROOFS, AND WALLS. �! � _J1_________________________ 11 i : I
- - - I -____________-___ ______ __ _ _____ - _____�,�__ ------- __ 1
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES � _]___________ � - - . =�� _�__] ! �
AND AUTHORITIES HAVING JURISDICTION. � ! _________________________ ,! I �
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SHEATHING AND 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, U.O.N. � ,MIN. R-VALUE = 30 ;; I : :
� I FULL HEIGHT OF UNCOMPRESSED INSULATION TO I : � ! � �
SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE PROVIDED AT THE TOP AND � i
-VISIBLE EASEMENTS ARE THE RESPONSIeILITY � I I I i i
4. ALL UNNOTED OR NON � EXTEND OVER THE WALL TOP PLATE AT EAVES; � � i
I
BOTTOM OF CRIPPLE STUDS, HEADER STUDS AND AT LEAST ONE STUD AT EACH SIDE 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING � CEILING R-VALUE �� ,I !I I ;
!I ! I !
OF THE OWNER/BUILDER OF OPENING. l�R-30 BATT INSULATION CEILING AREA SHALL BE LIMITED TO 500 S.F. OR 20% �� YES I � , i
��,�(WITHOUT ATTIC SPACES) �� I I I
1� �i OF TOTAL INSULATED CEILING AREA, WHICHEVER IS !� !i
I
!� i ;
8. MIN. HEADER TO BE (2) 2"x`10" UNLESS OTHERWISE NOTED. i I i
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 5. RIDGE STRAPS SHALL BE ATTACHED f6 EACH PAIR OF OPPOSING RAFTERS EXCEPT I �! LESS. �i i I � �
SHALL BE CLARIFIED WITH THE ARCHI TECT/ENGI NEER BEFORE PROCEEDING ' I 11 ! I I �
OF 1%6" OR 2%4" LUMBER IS LOCATED IN UPPER THIRD OF ATTIC 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH M ASONRY/CON CRETE TO BE P.T. i � i�, _____ - , _ ___ . __ - .- __ _____ I PER R402.2.2 & TABLE R402.1.2 - CLIMATE ZONE 4 1: . i i �
WITH THE WORK. � -_____--- - _____ - - -_ � -- - : - ___________ -1 ! 1 1
O EACH PAIR OF RAFTERS. -1 `__-----------.-_____�� -�-- ___ - -- � - -_______- � =___ _;___, I
-� 1. I !
11 !!
6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ON PAGE G-003. I EXTERIOR & INTERIOR 4 i I J� i � I 1
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. � 11
HING IS OF 112" THICKNESS ON WALLS AND ROOF AND IS OF CDX GRADE, UNLESS _I�MIN. R-VALUE = 20 (CAVITY) ii I
I I
Y THE ARCHITECT/ENGINEER. � (2"x6") WOOD FRAME WALL R-21 BATT INSULATION I ! YES I I
OTHERWISE NOTED. SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS I . IPER TABLE R402.1.2 - CLIMATE ZONE 4 , 1
7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 16" WITHIN 4' 1 R-VALUE : �i � � �
WHEN APPLICABLE. I � i
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS OF EXTERIOR CORNERS. ; I !I
i _____ I ---------------.---------------------------- - --- - -- � -_- -_- - -_- �� I
F FRAMING _. --=----------------------------------------------------------- ------- ----- ------ ______ �____ --_---- ��______ _____ ____ ____ _ - - ___ __ - - -___� I I
11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF CDX GRADE. NAILING AS PER COMPLIANCE STATEMENT: I 1 � I I
8. SILL PLATE TO FOUNDATION ANCHORAGE; SILL PLATE SHALL BE ANCHORED TO THE �
i 1
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOUNDA71ON WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF J" AND 3"x3%A" FASTENING SCHEDULE ON PAGE G-003 AND GLUED, U.O.N. EST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN i � � I i I
i �
WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. ! 1
9. DO NOT SCALE DRAWINGS, WRITTEN DIME_NSIONS TAKE PRECEDENCE 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR APPROVED EQUAL. �2 1 i .
INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM z � �
EMBEDMENT OF 7" IN CONCRETE/MASONRY FOUNDATIONS. ANCHOR BOLTS SHALL BE w I � �
2E 1 1
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT UNSUPPORTED EDGE SEAMS OF I 1 I I
LOCATED WITHIN 12" OR CORNERS AND AT SPACING NOT EXCEEDING 4' ON CENTER. i I
CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL EXTERIOR SHEATHING. I I !
0 i �
2 �
� I !
0 � 1 1
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA AND SHALL GYPSUM WALL BOARD 14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS EXCEED 8'-O" AND --__: __--I ---- [------- _---j___-___t_____
., NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE AT EVERY 8'-O". >; I i i .
1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND w i I �
ARCHITECT. cr I � I
- METHOD. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE G-003. ____�------4 1— ._____.____1 -------- -L---------
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS I I �
. RESPONSIBLE FOR DESIGN INTENT ONLY. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. 16. APPLY ALL COND11IONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. I i I I �
WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE DEEMED APPLICABLE. Lu I I �
�_ 1
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. < �
3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS (WHERE 0 � . 1
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT THE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET IN EACH DIRECTION 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. GENERALLY, SEPARATE - I � � I I i-
K, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB FLOOR SHALL NEVER EXCEED A 16" SPAN. PROJECT:
TOOLS, ETC., CLEAN GLASS AND LEAVE WORK BROOM CLEAN. ME, INSTALL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM.
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS PER PAGE G-003.
INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN COATS. 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN CARR
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK FINAL COAT TO BE SANDED SMOOTH. A C22; WHERE DRILLING AND S, FIELD TREAT LUMBER w/
SUB-CONTRACTORS FOR A PERIOD OF AT -EAST ONE YEAR AFTER COMPLETION OF 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER METAL BY REPEATED BRUSHING, DIPPING, OR RESIDENCE
PROJECT. OPENINGS. SOAKING UNTIL THE WOOD
ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER,
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MANUFACTURER SUCH AS: --.-------------------- .----------
HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, ETC. FOR LOCATIONS SUCH AS: LEDGER BID,
ARCH ITECT/ENGI NEER, AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL SILL PLATE, DECK CONSTRUCTION,
CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF ETC. ANY REFERENCES TO CCA ARE TO REPLACED WITH P.T. 250 7TH AVENUE
OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM, INSULATION I
DAMAGE, LOSS OR EXPENSE (A) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBERGLASS
OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: LAUREL, NY, 11948
FOIL TO BE PLACED TOWARD WARM SIDE. A. TRUSS JOIST McMILLIAN 1.9E MICROLAM I I
WORK ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN B. GEORGIA PACIFIC 2.OE C-P LAM .
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM 6" PSL (PARALLEL STRAND LUMBER) DENOTES:
SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR A. TRUSS JOIST McMILLIAN 2.OE PARALLAM DRAWING TITLE:
ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY CONTRACTOR OR OWNER. CARE SHOULD - ,------ __ ------------ ------------
NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. ALL TO BE INSTALLED AS PER MANU. SPEC.'s PROJECT LOCATION & SCOPE
-'18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT NOT 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD FRAMING MATERIAL ZONING DATA
LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING OF CONCRETE, ETC. - 9" R-30 FOR FLAT CEILINGS STANDARDS SECTION, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS SET FORTH
Y SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN - 8.25" R-30C FOR VAULTED AND CATHEDRAL CEILINGS IN THE MANUFACTURER'S CODE EVALUATION REPORT. GENERAL NOTES
- ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, APPLICABLE CODES AND GOOD - 3.5" R-13 FOR 2%4" WALL CONSTRUCTION 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL NOT BE CUT IN THE
PRACTICE. DEVIATIONS FROM THE DRAWING's AND SPECIFICATIONS WILL NOT BE PERMITTED - 5.25" R-21 FOR 2%6" WALL CONSTRUCTION MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT ENERGY TABLE
WITHOUT WRITTEN AUTHORIZATION OF THE ARCHITECT/ENGINEER. - 5.25" R-21 FOR FLOORS EXCEED ONE-SIXTH OF THE ACTUAL RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY
19. THE CONTRACTOR SHALL BE RESPONS113LE FOR ANY SHOP DRAWINGS NEEDED, UNLESS PLUMBING SHALL NOT EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED IN DIAMETER
1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) SYSTEMS TO NYS TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER PAGE:
OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD THAN 2 INCHES TO THE TOP OR BOTTOM EDGES.
VERIFIED. PLUMBING CODE AND NYS DEC REGULATIONS.
20. CONTRACTOR TO REMOVE & RELOCATE AS REQUIRED ALL EKISTING WORK WHICH 2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE a 1h 07
STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE Is 2
INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 3. ALL WATER PIPING TO HAVE CLEAN OUTS AT ALL CHANGES IN DIRECTION AND AT BASE OF VERTICAL ACTUAL DEPTH. BORED HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE G-0' 01L 0 0 0
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURIER'S SPECIFICATIONS, WASTE PIPES. . OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. NOTCHES AND HOLES .
SHALL NOT OCCUR IN THE SAME CROSS-SECTION.
UNLESS NOTED OTHERWISE. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER FOOT. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE 1
22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, DATE: 01/04/21 I OF6
- DISH WASHER.........................................2" NOTES, AND TABLES ON PAGE G-003 & G-004. THE FASTENING SCHEDULE
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY UNAUTHORIZED USE - SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING -
UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF - KITCHEN SINK........................................2", SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SCHEDULE). HOLDOWNS
1990 (AWCPA), WHICH HAS SEVERE PENAL-TIES. LAVATORY...............................................2' OPERATE IN CONJUNCTION WITH THE PERFORATED SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE �;I
- SHOWER/TUB..........................................2" DETAILS & MANU. SPEC.'s). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. �,�
- TOILET........................................................3" ;,I I
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Is. . " , I- 'o,
CE STANDARD: - LAUNDRY .................................................2" �
1. ALL NEW WORK PERFORMED SHALL CON17ORM TO THE 2020 NEW YORK STATE BUILDING - FLOOR DRAIN..........................................3" 26. COLUMN BEARING AS FOLLOWS: � ,-;),% 1_-� �1, I 'I,
. �
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WOOD POSTING TO BE OUND. WALL w/ END GRAIN, . t'��_t , -,i, . ,
CODE, 2020 NEW YORK STATE RESIDENTIAL. CODE, 2020 NEW YORK STATE PROPERTY TREATED WOOD & FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. I ,p .ly 10� . '41- ,
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MAINTENANCE CODE, AND 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" THROUGH ROOF. WALL w/ STEEL SHIMS & A MIN. 3/4" OF NON-SHRINK GROUT. ... 'c� . ,��, 'i� ,I. " I �_�
.;�. I ,I. 11,'. 1�.. I. ''i �-j
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF WOOD FRAMING, / (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS @ < f.. I .
_ .
I
7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN & DRAIN COCKS AS REQ,D. HOSE Is , , -
A TO FOUNDATION - 2018 WOOD FRAME CONSTRUCTION MANUAL BY THE EXIST. WALLS & 12" LONG HOOKED BOLTS @ NEW FOUND. WALLS). FOR ANY I k."_."",� , I"" *
BIBS SHALL BE PROVIDED WITH BACKFLOW PROTECTION. � : , -_�' ,
.- 1� .
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PAPER ASSOCIATION (AF&PA) AMERICAN WOOD COUNCIL (AWC). POSTING @ C.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (@ MIN. 16" -,I---,;., - -� ,;
8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WITH BACK FLOW WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED @ POSTING, U.O.N.). 01 ,.-,._; I ..- k
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3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE PLUMBING CODE. PROTECTION. HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE 1 ,�<37,11,.'� ,�,
.O;K
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IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ,
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE MECHANICAL CODE 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH DEPARTMENT LL HARDWARE (wl NOTED VALUES) & ANCHOR BOLTS, r t4
TATE FUEL GAS CODE. ULATIONS. U.O.N. WITH TOP CAPS @ STEEL COLUMNS TO BE MIN. X" BENT PLATE 8" LONG -
11� w/ 6" RISE & w/ (2) �4"'O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS
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5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR TO CONCEALMENT OF SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE G-003.
ATION CONSTRUCTION CODE. PLUMBING.
.
11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. NO NOTCHING AND
I BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. I I I -11
I
I
GENERAL_ SYMBOL KEY:
NEW PARTIAL HEIGHT ~ O
EXISTING TO BE DEMOLISHED I W Z O
WOOD FRAME (L.G. STL. w (y
WHEN APPLICABLE)
EXISTING TO REMAIN
�{ NEW FOUNDATION WALL _, - - - I n ,,,,, J W w �-
e-�
NEW WOOD FRAME (L.G. vl.�„ -
-I �i
Q
STL. WHEN APPLICABLE)
NEW 1—HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Z
I f O
POST FOR 4" WALLS f, J =
WOOD FRAME FRAME (L.G. STL. In
WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL -
POST FOR 6" WALLS), U.O.N. O O
NEW 2—HR FIRE RATED r O
WOOD FRAME (L.G. STL. In Lr
WHEN APPLICABLE)
Z m
O
= 0
Z
Q w
J
J 00
Z t9
Y
4
Q Z ri
VW- Cfl
I Lo
rO _ O
w
U
w
~ U
= J
f w^
I
EXIST.
MUDROOM
II I III �
III I i �
j BENCH
I I
EXIST.
EXIST. PORTION OF WALL DN
! TO BE REMOVED
j
- --- --- Z
1 ' Lu
-- 0
Of
- I
5'-10" j
ui
j ! EXIST. ' j o
UP
PROJECT:
j ii I
CARR
-- -------------- -- - RESIDENCE
i
EXIST.
2—CAR GARAGE - ------- --- -- 250 7TH AVENUE
LAUREL, NY, 11948
DRAWING TITLE:
PROPOSED DEMOLITION PLAN
PAGE:
A-1.01. 00
PROPOSED DEMOLITION PLAN
SCALE: 1/2" = 1'-0"
DATE: 01/04/21 2 OF 6
y A:p .
�6. 4,
GENERAL SYMBOL KEY.-
NEW PARTIAL HEIGHT ,
EXISTING TO BE DEMOLISHED LLI z 0
WOOD FRAME (L.G. STL. uj
WHEN APPLICABLE)
EXISTING TO REMAIN
w
NEW FOUNDATION WALL w
NEW WOOD FRAME (L.G.
STL. WHEN APPLICABLE)
(All
NEW 1-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL z
POST FOR 4" WALLS
WOOD FRAME (L.G. STL.
WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL Lo
IX a) C)
NEW 2-HR FIRE RATED POST FOR 6" WALLS), U.O.N. 0 o o
WOOD FRAME (L.G. STL. Lo cr
WHEN APPLICABLE)
0
FLOOR PLAN NOTES z W
00
DOOR NOTE:
>
1. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT z (n
ON PLANS BY 'JELD-WEN' (OR EQUAL).
2. INSTALL NEW EXTERIOR DOORS WHEN CALLED OUT 0
ON PLANS BY 'THERMATRU' (OR EQUAL).
3. DOOR TYPE TO SELECT
4. INSTALL AS PER MANU SPEC.'S Q Z T-1
3. PROVIDE (2) 2"x8" HDR., U.O.N. _j cV
4. SEE PAGE G-003 FOR ALL OTHER FRAMING LL Llj C.0
ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. Lo Ix Tq
I',- =) Lf)
OSMOKE DETECTOR / CO DETECTOR NOTES: 0
1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE
CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED
TO EACH OTHER wl BATTERY BACKUP.
2. INSTALL ALL AS PER MANU. SPEC.'s
3. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN
COMPLIANCE WITH LOCAL CODE LLJ
NEW EXHAUST FAN SHALL BE INSTALLED WHERE
VENTILATION IS NOT MET BY MEANS OF NATURAL Q
CIRCULATION THROUGH WINDOWS OR DCORS TO OUTDOOR LLJ
SPACES AS PER NYS MECH. CODE SECTION 403.3.2.3;
INSTALL AS PER MANU. SPECS = Q
NEW FLOOR: 0
O 1. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE & SCREW);
SCREW PERIMETER OF SHEATHING 4" O.C. & 12" O.C. @
INTERIOR.
2. NEW FINISHED FLOOR PER H.O. SELECTION
NEW LAUNDRY ROOM:
O 1. NEW WASH / DRY HOOK UP
2. COORDINATE LAUND. ROOM & DOOR DIM.'s w/
SIZE OF EQUIP.
3. PROVIDE HOOK UPS AS REQ'S PER NIANU.
DRYER EXHAUST NOTE:
1. DUCT SHALL TERMINATE TO EXTERIOR
2. DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINGS
3. DUCT SIZE AS PER MANU.
4. DUCT SHALL BE EQUIPPED wl A BACKDRAFT DAMPER
5. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN
CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO
CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM EXIST.
SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED
8 FEET AND SHALL BE LISTED AND LABELED IN MUDROOM
ACCORDANCE WITH UL 2158A.
6. EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL
w/ SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN
THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL
NOT BE CONNECTED WITH SHEET-METAL SCREWS
7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER
LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX.
LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR BENCH
EACH 45' BEND AND 5 FEET FOR EACH 90* BEND. THE
MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE
THE TRANSITION DUCT.
OFLOOR DRAIN:
NEW 3" GUARDED FLOOR DRAIN w/ 3" TRAP
EXIST.
E
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0
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>
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1 -1 4'�—1 d 3 —6 PROJECT:
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RESIDENCE
EXIST.
---------
2—CAR GARAGE 1u 250 7TH AVENUE
LAUREL, NY, 11948
DRAWING TITLE:
PROPOSED FIRST FLOOR PLAN
PAGE:
A
rl
PROPOSED FIRST FLOOR PLAN
SCALE: 1/2" = l'-O"
DATE: 01/04/21 3 OF
Ln
4n
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GENERAL SYMBOL KEY-
NEW PARTIAL HEIGHT #
I
EXISTING TO BE DEMOLISHED LLI
WOOD FRAME (L.G. STL. uj
WHEN APPLICABLE)
EXISTING TO REMAIN
NEW FOUNDATION WALL
11
rr
NEW WOOD FRAME (L.G. 6T! J
STL. WHEN APPLICABLE)
NEW 1-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 0_j z
POST FOR 4" WALLS 2
WOOD FRAME L.G.( STL.
F- Lo
WHEN APPLICABLE) (MIN. (2) 2%6" STRUCTURAL cr 0) C)
POST FOR 6" WALLS), U.O.N.
NEW 2-HR FIRE RATED 0 o o
WOOD FRAME (L.G. STL. CL
Lo ix
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FLOOR PLAN NOTES z ui
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DOOR NOTE: 00
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1. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT >
ON PLANS BY 'JELD-WEN' (OR EQUAL). Z
2. INSTALL NEW EXTERIOR DOORS WHEN CALLED OUT
ON PLANS BY 'THERMATRU' (OR EQUAL).
3. DOOR TYPE TO SELECT I z >- 4
4. INSTALL AS PER MANU SPEC.'s Q z
3. PROVIDE (2) 2"x8" HDR., U.O.N. _j
4. SEE PAGE G-003 FOR ALL OTHER FRAMING BMW LL Lli
ELEMENTS AROUND DOORS (TYP. FOR: ALL) U.O.N. L0 m T-i
SMOKE DETECTOR / CO DETECTOR NOTES: v
1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE — ----- T-i _3 0
CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED
TO EACH OTHER w/ BATTERY BACKUP.
2. INSTALL ALL AS PER MANU. SPEC.'S
3. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN
COMPLIANCE WITH LOCAL CODE I Lu
NEW EXHAUST FAN SHALL BE INSTALLED WHERE
VENTILATION IS NOT MET BY MEANS OF NATURAL PITCH 12":12"
CIRCULATION THROUGH WINDOWS OR DCORS TO OUTDOOR
SPACES AS PER NYS MECH. CODE SECTION 403.3.2.3; LLj
INSTALL AS PER MANU. SPECS
c
NEW FLOOR:
O 1. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE & SCREW);
SCREW PERIMETER OF SHEATHING 4" O.C. & 12" O.C. @ H
INTERIOR.
0
2. NEW FINISHED FLOOR PER H.O. SELECTION
77L,
NEW LAUNDRY ROOM:
O v
1. NEW WASH / DRY HOOK UP
2. COORDINATE LAUND. ROOM & DOOR DIM.'s w/ EXIST.
SIZE OF EQUIP.
3. PROVIDE HOOK UPS AS REVS PER MANU. UNFINISHED
ATTIC
DRYER EXHAUST NOTE:
1. DUCT SHALL TERMINATE TO EXTERIOR
2. DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINGS m
3. DUCT SIZE AS PER MANU.
4. DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER
5. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN
CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO v
CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM
SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED Cx
8 FEET AND SHALL BE LISTED AND LABELED IN
5' KNEE WALL
ACCORDANCE WITH UL 2158A.
6. EXHAUST DUCTS SHALL BE MIN 0.0113" THK RIGID METAL
w/ SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN
THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL v -------
NOT BE CONNECTED WITH SHEET-METAL SCREWS
7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER C14
LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. II 04 3ox6B
LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR - -n
EACH 45* BEND AND 5 FEET FOR EACH 90' BEND. THE
MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE 00
THE TRANSITION DUCT.
L
48'-10"
FLOOR DRAIN:
O NEW 3" GUARDED FLOOR DRAIN w/ 3" TRAP NEW-
2'-6" r777777% RECREATIONAL
SPACE
NEW
BATHROOM
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RESIDENCE
REF. 7 T 250 7TH AVENUE
LAUREL, NY, 11948
EXIST.
BEDROOM
DRAWING TITLE:
a-
PROPOSED SECOND FLOOR PLAN
PAGE:
PITCH 12":12" PITCH 12":12"
103m00
DATE: 01/04/21 4 OF
PROPOSED SECOND FLOOR PLAN
1 )646 S. F. HABITABLE SPACE; 2,504 S.F. GROSS AREA SCALE: 1/4" = 1'-0" s �. .': ;,
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R-30 BATT INSUL. EXIST. C.T.
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EXISTING SECOND FLOOR
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EXIST. D.J. EXIST. F.J. & INSULATION EXIST. D.J.
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SECTION 1 - 1 A- 301
SCALE: 1/4" = 1'-O"
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PROJECT:
CARR
RESIDENCE
250 7TH AVENUE
LAUREL, NY, 11948
DRAWING TITLE:
BUILDING SECTIONS
PAGE:
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DATE: 01/04/21 5 OF 6
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RESIDENCE
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PLUMBING RISER - DRAIN / WASTE / VENT PLUMBING RISER - SUPPLY LAUREL, NY, 11948
SCALE: NTS SCALE: NTS
DRAWING-TITLE:-
PLUMBING RISER DIAGRAMS
GAS RISER DIAGRAM
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FEMA FLOOD ZONE X 4,,: HABITABLE SPACE EXISTINO PD-7-7 5.F LOCATION �vfAF SECOND FLOOR AREA I 646 S.F.SCALE: NTS NOTES $ SFEr_,,IFIC.,ATIONS IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT E31NDED OENERAL P41ND PROTECTION CONNECTION NOTES: CARPENTR 'TOOETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION; 1. ALL LUMBER SHALL BE DOUOLAE, FIR LARCH #.2 BETTER (Flo 81-75) UNLF-55 OTHE"15E SPECIFICATIONS,AND BE FAMILIARIZED 04ITH THE PLANS PRIOR TO NORK SSTD 10-141 AND 2015 560 HIOH NIND EDITION P400D FRAME CONSTRUCTION NO77E01.1. A CONTINUOUS LOAD PATH BE7,NEEN FOOTIN55, FOUNDATION NALL5, FLOORS,STUDS AND ROOF FRAMINO SHALL BE PROVIDED. 2. ALL LUMBER IN CRAKL SPACES TO BE 5" ABOVE SCRATCH COAT. MAINTAIN e)" MIN.OENERAL l� INSULATION FENESTRATION REGUIRE��ENTS FOUNDATION EXPOSURE. I1. NO NORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 2. APPROVED CONNECTORS, ANCHORS AND OTHER, FASTENINO DEVICES NOT APPLICABLE BUIL01NO DEPARTMENT. INCLUDED IN THE STANDARD WILDINO CODE, SECTION 230& OF 15r, SHALL BE 5. SILLS TO BE F.T. AND SECURELY FLASHED NITH A TERMITE SHIELD, AL50 PROVIDE SILL USED IN ACCORDANCE NITH MANUFACTURERS RECOMMENDATIONS. 5EAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLF55 (1) 2"xb" 15 NECESSARY TO MATCH FLOOR 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A NORKMAN LIKE MANNER FROFOSE-r�) 1�)ESION rOr7)E FRE5CRIFTIVE VALUE HEIOHT5 NITH THE EX15TINOSTRUCTURE. i ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATICN OF EXISTINO 5. METAL PLATES, CONNECTORS, 50REN5, E30LTS AND NAILS EXPOSFP DIRECTLY TO r_ 04=0NENT i 5TRUCTURE/51TE SHALL BE FIELD VERIFIED 5*,r OENERAL 00�ITRACTOR. THE NEATHER OR SUBJECT TO SALT CORROSION IN COASTAL AREAS SHALL BE 4. AT FLUSH FRAMINO USE 16 OAC7E METAL OISTS HANOERS BY "TFOO" OR EOUAL. VALUE rITA71ON (PER 2020 N'T'sEcr,(�,-)5TAINLF-55 STEEL OR HOT PIFPF IRK SHALL CONFORM 70 NATIONAL, STATE, AND LOCAL CODES -r:> OALVANIZED.5. ALL NO MIN. R-VALUE = 5o AND SIDINO, FRAMINO ANCHORS OR CONNECTORS SHALL BE FROVIPED AT THE FULL HF-16HT OF UNCOMPRE-55EID INSULATION TO A 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OFENINOE, IN FLOORS, ROOFS, AND ND AUTHORITIES HAVINO UR15DICTION. 4. INHERE NINnONE, AND DOORS INTERRUPT NOOD STRU07URAL PANEL SHEATHINO NALL5. EXTEND OVER THE NALL TOP FLATE AT EA\/E5;TOP AND 50TTOM OF CRIPPLE STUDS, HEADER, STUDS AND AT LEAST ONE STUD AT 6. DOUBLE ALL OISTS UNI:)F-R PARALLEL PARTITIONS, POSTS, AND BATH TUBS, U.O.N. CEILIN5 R-VALUE I OF THE ONNE"UILDER EACH SIDE OF OFENINO. R-50 BATT INSULATION C,EILINO AREA SHALL BE LIMITED To 500 S.F. OF, lrES 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS ANn/OR JOB CONDITIONS -7. ALL BEAMS, OIRDER5, ETC. TO HAVE MIN. OF 5-1/2" 5EARINO (NITHOUT ATTIC, SPACES) 1:20% OF TOTAL INSULATED CEILINO AREA,5. RlDOE STRAPS SHALL BE ATTACHED TO EACH FAIR OF OFFOSINO RAFTERS SHALL BE CLARIFIED NITH THE ARCHITECT/ENOINEER BEFORE FNI10CEEDINO AHICHEVER 15 LESS.EXCEPT NHERE COLLAR TIE5 OF 1"xb" OR 2"x4" LUMBER 15 LOCATED IN UFFER 5. MIN. HEADER TO BE (2) 2`xIO" UNLE55 OTHERA15E NOTED. PER R402.2.2 $ TABLE R402.1.2 - CLIMATE ZO z NITH THE NORK. NE THIRD OF ATTIC, SPACE AND ATTACH TO EACH FAIR OF RAFTERS. r-T. ALL NOOP SILLS AND NOOD IN CONTACT P41TH MASONR`r/CONCRETE TO BE F.T.6. NO DEVIATIONS OR CHANOE5 70 THE STRUCTURAL S `5TEM SHALL BE MADE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARINO. EXTERIOR $ INTERIOR UNLF-55 APPROVED BY' THE ARCHITEOVENOINEER.. 10. ALL EXTERIOR 5HEATHINO SHALL BE NAILED AS PER FA5TENINO SCHEDULE ON FAOE 0-005. (2"xb") INOOD FRAME NALL R-21 BATT INSULATION MIN. R-VALLIE = 20 (CAVITY) YES 1. FLOOR TO FLOOR HOLD-t�)ONNE, TO BE PROVIDED EVERY 495" AND FVER ` 16" PER TABLE R402.1.2 - CLIMATE ZONE 4=RIFY PIMENVONE, OF FOUNDATION NITH FLOOR PLANE? OENERALLY, SHEATHINO 15 OF 1/2" THICKNE55 ON NALLS AND ROOF AND Is OF CDX ORAVE, R-VALUE-1. CONTRACTOR TO VE 1[NITHIN 4' OF EXTERIOR, CORNERS. UNLF55 OTHERN15F NOTED. SEE FLOOR, PLANS FOR ADDITIONAL NAILINO OR DIFFERENT NAILINO BEFORE THE START OF FRAMINO co 5. SILL PLATE TO FOUNDATION ANCHORAOE;SILL PLATE SHALL BE ANCHORED TO THE REOUIREMENTE, NHEN APPLICABLE.a. DRY HELLS AS REOUIREP B STATE AND LOCAL COMES. C,OMPLIANr.E STATEMENT:FOUNDATION NITH ANCHOR BO_' T5 HAVINO A MIN. E30LT DIAMETER OF 9" AND ll. SUE, FLOORINO, OENERALL-l-, TO BE OF 5/4" THICKNESS AND OF CDX ORAME.NA;LIN6 AS PEP, TO THE BEST OF MY <NONLEDOE, BELIEF, AND PROFESSIONAL JUDOMEN7, 71HE5E PLANS AND 5PEC,IFICA7iON5 ARE IN cl. DO NOT 50ALE PRANINO5, NRITTFN DIMENSIONS TAKE PRECEDENCE 5 11 X5"4' NASHERS. A MINIMUM OF ONE ANCHOR E30LT SHALL BE: PROVIDED NITHIN 6 FA5TENINO SCHEDULE ON PAOE 6-005 AND OLUED, U.O.N. COMPLIANCE NITH THE 2020 NS ENEROY CON5ERVA7ION CONSTRUOTION CODE U5IN6 CHAPTER 4 [RE]. 0 TO 12 INOHE5 OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A z z il 10. ONINE"UILDER ARE RESPONSIBLE FOR ALL INSPECTION5, APPROVALS, MINIMUM EMBEDMENT OF T' IN GON0RE7E/MA5ONR ` FOUNDATIONS. ANCHOR BOLTS 12. EXTERIOR SHEA7HINO TO BE COVERED NITH 'TYVEK' HOUSE ARAF OR APPROVED EaUAL. Lu 0
2 r- 1 --' I m t�q - 4 lCERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL SHALL BE LOCATED NITHIN 12" OR CORNERS AND AT 5FACINO NOT EXCEEDIN6 4' 15. BLOCK EXTERIOR 57LO NALLS AT HALF STORY HEICSHTS AND AT UNSUPPORTED EDOE SEAMS ON CENTER. 6 OF EXTERIOR 5HEATHINO. 0 I 1. THESE SET OF DRANINOS ARE THE PROPERTY OF ANTHOW FORTILLO, RA AND I
SHALL NOT BE ALTERED OR BE REPRODUCED NITHOUT NRIT7EN PERMISSION FROM 6"(PSUM NALL BOARD THE ARCHITECT. 1. &`rPEiUM INALL BOARD SYSTEMS SHALL BE OF A TAFF O I NT AND JO I NT COMPOUND 14. PROVIDE W OR055 BRACINO AT J015T5, STUDS, AND RAFTERE, NHEN 5PAN5 EXCEED 5'-O'- w METHOD. AND AT rzVERY` 5'-O".12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE NORK AND Is RESPON51BLE FOR DEVON INTENT ONLY. 2. ALL &Y`F5UM BOARD SHALL BE 1/2" ON KALLS AND CEILINO, UNLESS OTHERA15E 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNER5, 5= AL50 PAOE &-005.NOTED. NATER RESISTANT (N.R.) AT BATHROOMS AND 114HERE DEEMED APPLICABLE. lb. APPLY' ALL CONDITIONS ADDRESSED IN FA5TENINO SCHEDULE AS NECE55ARY', C�u 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OOCUPANr�`Y. I5. 5/a", ONE HOUR RATED, TYPE 'X' OYF5UM BOARD ON CE I L I NO AND NALL5 (NHERE 14. THE CONTRACTOR SHALL KEEP PREMISES REA5ONABLT' CLEAN AT ALL TIMES. AT APPLICABLE) AT HEAT FRODUCINO EOUIPMENT TO EXTEND THREE FEET IN EACH I"I. PROVIDE ALL NAILINO AND STRAFFINO ADDRESSED ON FAOE5 0-005.THE COMPLETION OF NORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, NASTE DIRECTION E3FYONP THE UNIT(S). ALSO AT HEAT PROPLICINe, EauIPMENT, CONCRETE MATERIALS, TOOLS, E7r,., CLEAN OLAS5 AND LEAVE NORK BROOM CLEAN. le�. AT "NET NALL" PARALLEL TO JOIST5 FRAME DOUBLE OIST AS PER COPE. 5ENERALL ',FLOOR OR IF PLACED ON HOOD FRAME, INSTALL CONCRETE PANELS OF 51e," THICKNESS SEPARATE DOUBLE JOIST THE THICKNES5 OF HALL ABOVE. SU13 FLOORSHALL NEVER EXCEED A PROJECT:15. THE CONTRACTOR SHALL CARR ' NORKMANS COMPENSATION AND 6ENERAL MINIMUM. lb" SPAN.
LIABILITY INSURANCE. ALL SHALL COMPLY AITH STATE AND LOCAL CODES AND 4. FINISH OINTS, J-BEAD5, NAIL DIMPLES, CORNER5, AND EPOES SHALL BE TAPED AND Icl. AT ROU&H OPENIN05 PROVIDE ALL APPLICABLE NAILINO AND STRAFFINO A5 FIER PAOE ORDINANCES. RECEIVE THREE COATS OF OINT COMPOUND. ALLON 24 HOURS TO DRY BETk,�EEN 6-005. CARR
lb. THE CONTRACTOR SHOULD FULL ' OUARANTEF H15 NORK AND THE V40RK OF THE COATS. FINAL COAT 70 BE SANDED SMOOTH.
SUB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF 5. METAL CORNER BEAD To BE U5E'.D ON ALL OUT51DE CORNER.5 AND AROUND ALL 20. "P.T." SPECIFIES PRE55URE FRESERVA71VELY TREATED LUMBER IN RESIDENCE
PROJECT. OFENINOS. ACCORDANCE H/ ANPA 022; NHERE DRILLINO ANP/OR CUTTINO OCCURS, FIELD TREAT LUMBER N/
COPPER NAPTHENATE NHIGH SHALL CONTAIN 2% COPPER METAL BY` RFFEATEr,>SRU5HINO,
I-T. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE ONNER, 6. FASTEN OYPE,UM 50ARD AS PER. FASTENINe 50HEDULE ON FAOE 0-005. DIFFINO, OR SOAKINO UNTIL THE NOOD ARC,H1 TECT/ENOI NEER, AND THEIR, AOENT AND EMPLOYEES FROM AND A6,AINST ALL ABSORBS NO MORE. ALSO, FOR HARDNARE USED NITH P.T. LUMBER,
CLAIMS, DAMAOFS, LOSSES AND EXPENSES, INCLUDINO ATTORNEYS FEES AR15ING OUT INSULATION CONTRACTOR 15 TO INSTALL HARDNARE THAT 15 SPECIFIED BT, F.T. LUMBER MANUFACTURER SUCH 250 7TH AVENUE
OF OR RESULTINO FROM THE PERFORMANCE OF THE NORK PROVIDED THAT ANY AS: HANOER5, NAILS, 5CRENS, FLA5HINO, ANCHOR BOLTS, ETC. FOR LOCATIONS SUCH AS:
SUCH CLAIM, DAMAOE, L055 OR EXPENSE (A) 15 ATTRIBUTABLE To BODILY INJURY', 1. ALL EXTERIOR NALLS AND ROOFS SHALL BE INSULATED NITH FOIL FACED LEDOER 5D., SILL PLATE, DEC< CONSTRUCTION, LAUREL, NY, 11948
SICKNESS, DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANOIBLE FIBIEROLASE, BATT INSULATION B JOHN MANVILLE OR APPROVED EGUAL. FTC. ANY REFERENCES TO OCA ARE TO REFLAOEI�) NITH F.T.PROPERTY (OTHER THAN THE V40RK IT5E-F INCLUDINO THE L055 OR USE RESULTINO FOIL To BE PLACED TONARD KARM SIDE. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOAft�:THEREFROM). (B) 15 CAUSED IN NHOLE OR IN PART BY AN-fNEOLIOENT ACT OR 2. PROVIDE 2" R-10 Rlolc> FOAM INSULATION FOR EXTERIOR FOUNDATION NALLE, FROM A. TRU55 OIST McMILLIAN ]AE MICROLAM OM155ION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR DRAWING TITLE:
b" BELON ORADE TO 24" 5FLON ORADE IF DESIRED 5*,r CONTRACTOR, OR ONNER. B. OEOROIA FAC-11710 :2.0E O-F LAM INDIRECTLY EMPLOYED B ' AN ' OF THEM, OR, ANYONE FOR NHOSE ACTS ANY OF CARE SHOULD BE TAKEN NOT TO PAMAOE FOUNDATION KATERPROOFINO.
THEM MA5E LIABLE REOARDLESS OF NHETHER OR NOT IT 15 CAUSED IN PART E3f' A FSL (PARALLEL STRAND LUMBM DEN07ES: PROJECT LOCATION & SCOPE
PARTY' INDEMNIFIED HEREUNDER. 5. OENERALLY, LJNLE55 NOTED OTHERNISE, INSULATE AS FOLLOV45: A. TRU55 JOIST Mr-MILLIAN :2.orz FARALLAM
- 01" R-50 FOR FLAT CEILIN55 ALL TO BE INSTALLED AS PER MANU. 5PEC.'5 ZONING DATA
15. ALL MATERIALS, ASSEMBLIES, AND M�ETHOD OF CONSTRUCTION INrLUDINc, BUT NOT - R-50r, FOR VAULTED AND CATHEDRAL CEILINOS 22. I-JOI5T FLOOR SYSTEMS SHALL BE IN ACCORDANCE NITH 7HE NOOM FRAMNC7 MATERIAL GENERAL NOTES
LIMITED To FORM-NORK, BLOCK-NORK, FRAMINO, NAILIN0, FLACINO OF CONCRETE, - 5.5" R-15 FOR. 2"x4" NALL CONSTRUCTION
ETC. ARE To BE CAREFULLY 5UPERV15EP BY THE CONTRACTOR TO BE SURE THEY R-21 FOR. 2"x6" NALL CONSTRUCTION STANDARDS SECTION, THE C70VERNINO BUILPINO CODE, AND AN ' ADDITIONAL REaUIREMENT5 SET
_OPES AND FORTH IN THE MANUFACTURERS COME EVALUATION REPORT.
ARE IN ACCORDANCE P41TH THE DRANIN55, SPECIFICATIONS, APPLICABLE r - 5.25" R-21 FOR FLOORS ENERGY TABLE
C700M PRACTICE. vEVIATION5 FROM THE: PRANINO5 AND SPECIFICATIONS V41LL NOT
BE PERMITTED Y41THOUT NRITTEN AUTHORIZATION OF THE ARCHITECT/ENOINEER. 25. NOTCHES IN THE TOP OR E30TTOM EnSE OF 50LID SANN RAFTERS SHALL NOT BE CUT IN THE
PLUMBIN& MIDDLE ONE-THIRD OF THE RAFTER SPAIN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL
Icl. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAV41NC75 NEEDED, 1. CONTRACTOR SHALL INSTALL NATER SUPPLY, DRAIN, NASTE, AND VENT (r,>NV) S-rSTEM5 To WS NOT EXCEED ONE-51XTH OF THE ACTUAL RAFTER DEPTH. NHERE NOTCHES ARE �IADE AT PAGE:
UNLE55 OTHERNISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS FERTAININO ARE TO PLUMEINC, CODE AND NY'S DEC, REOULATIONS. SUPPORTS THEY SHALL NOT EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. EORED HOLES ARE
BE FIELD VERIFIED. LIMITED IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDOE OF THE HOLE
2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDOES. VIM
20. CONTRACTOR TO REMOVE 4 RELOCATE AS REWIRED ALL EX15TINS NORK NHICH 5. ALL KATER PIFINO To HAVE CLEAN OUTS AT ALL CHANOE5 IN DIRECTION AND AT BASE OF 24. NOTCHES IN EITHER EDOE OF 5TUD5 SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF G-001m0 .1
INTERFERES P41TH NEN CONSTRUCTION IN A NORKMAN LIKE MANNER. VERTICAL NASTE PIPES. THE STUD LENOTH. NOTCHES IN THE OUTER THIRDS OF THE STUD LENOTH SHALL MOT EXCEED 25%21. ALL MATERIALS ARE TO BE INSTALLED AS PEP, MANUFA07URERS SPECIFICATIONS, OF THE ACTUAL DEPTH. BORED HOLES SHALL NOT EXCEED 40% OF THE A07UAL 5TUD DEPTH UNLE55 NOTED OTHERAISE. 4. USE 4" CAST IRON THROUOH FOUNDATION NALL AND PITCHED AT Ile)" PER FOOT. AND THE EDOE OF THE HOLE SHALL NOT BE OL05ER THAN 5/a" TO THE EDOE CF THE STUD.
NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-5ECTION.
2:2. PROVIDE FIREBLOCKINO AS PER NEN YORK ACCESSIBILITY STANDARDS. 5. OENEIRAL TRAP AND NASTE SIZE5 AS FOLLONS, UNLE55 OTHERN15E NOTED: DATE: 03/02/21 I OF 6
- P15H HASHER.........................................2" 25. FOR NEN NALLS, A PERFORATED SHEAR14ALL SYSTEM 15 USED. THE
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AOAINST ANY UNAUTHORIZED - KITCHEN SINK.........................................2" CONTRACTORS A I 1 ENTION 15 DIRECTED TO THE APPLICABLE DETAILS,
USE UNDER FEDERAL LAN 5-T' THE ARCHITECTURAL NoRKE, COPYRIOHT PROTECTION - LAVATORi................................................2" NOTES, AND TABLES ON FAOE 0-005 a 0-004. THE FASTENINO 5GHEJ�)ULE-
ACT OF Icielo (ANOPA), NHICH HAS SEVERE PENALTIES. - SHO1-*4ER/TUI5..........................................2" SPECIFIES THE REG'I;> NAILINO FOP, THE SHEATHING (AN ' NAILINO
- TOILET........................................................5" SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENINO 5r_HIEI�)ULE). HOLDONNS- LAUNDR ' .................................................2" OPERATE IN CONJUNCTION P41TH THE PERFORATED SHEAR-NALL 5-r-STEM (INSTALL AS PER COMES AND REFERENCE STANDARD: - FLOOR DRAIN..........................................5" APPLICABLE DETAILS 4 MANU. 5PEC.'5). HOLDONN LOCATIONS ARE SPECIFIED ON THE 1. ALL NEN NORK PERFORMED SHALL CONFORM TO THE 2020 NEN YORK STATE 51.11LDINO COPE, 2020 NEN YORK STATE RESIDENTIAL CODE, 2020 NEA YORK STATE PROPERTY FOUND./FLOOR. PLANS.6. ALL SYSTEMS TO HAVE ONE 5" MAIN VFN7 STACK AND INCREASED To 4" THROUOH ROOF.MAINTENANCE CODE, AND 2020 NEN YORK STATE ENEROY' CONSERVATION CONSTRUCTION 26. COLUMN BEARINO AS FOLLONS:-T. PROVIDE FROST-PROOF HOSE 5155 NITH EASILY ACCESSIBLE DRAIN 4 DRAIN COCKS AS REa'D. V400D P05TINO TO BE BLOCKED 50LID 70 FOUND. NALL W END &RAIN,,> HOSE B155 SHALL BE PROVIDED NITH BACKFILON PROTECTION. TREATED NOOD 4 FLA5HINS. STEEL COLUMNS ARE To BEAR UPON FOUND.2. REFERENCE STANDARD USED FOR ALL Noor,> FRAMINO, CONNECTIONS OF NOOr
FRAMINO, AND CONNECTION TO FOUNDATION - 201a NOOr,> FRAME CONSTRUCTION MANUAL HALL k4l STEEL SHIMS $ A MIN. 5/4" OF NON-5HRINK &ROUT.b. AA5TE FROM CLOTHES NA5HERS AND LAUNDRY' TUBS ARE TO BE PROVIDED V41TH E3ACK FLON BY' THE AMERICAN FOREST PAPER A550CIATION (AFWA) AMERICAN NOOP COUNCIL SECURE p4/(2) 1/2" 0 ANCHOR E30LTS (4" LONO EXPANE,I ON BOLTS a PROTECTION. EXIST. KALL5 4 12" LONO HOOKED BOLTS a NEN FOUND. NALI-5). FOR ANY(ANO). F057IN5- a C.M.U. NALL SEE PLAN FOR REGUIRED REINFORCINO (a MIN. 16'cl. THE KATER SUPPL'fANr,> SANITAR ' SYSTEM SHALL COMPLY' NITH LOCAL HEALTH DEPARTMENT NIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED a POSTINO, U.O.N.). vmmm� FRI%5. ALL PLUMBINO NORK SHALL CONFORM TO THE 2020 NEN YORK STATE FLUME31NO CODE. STANDARDS AND REOULATION5. HONEVER, NHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE IN A 514FARKALL, ALL ANCHORS MAKINO AN ATTAC,ONFORM To THE 2020 NEN YORK STATE MECHANICAL HMFNT ARE TO BE H/4. ALL MECHANICAL NORK SHALL r 10. APPROVAL AND INSPECTION 15 REGUIRFn BY LOCAL JURISDIOTION MOR TO CONCEALMENT OF r_ot;)F- AND 2020 NEN YORK STATE FUEL. OAS COME. FLUMBINO. STANDARD 5HEARJ^JALL HARDNARE (NI NOTED VALUES) 4 ANCHOR, BOLTS,U.O.N. NITH TOP CAPE, a STEEL COLUMNS To BE MIN.,V4" BENT PLATE 5" LONO 5. ALL ELECTRICAL NORK SHALL CONFORM TO 201-7 NATIONAL ELECTRIC CODE, NFFA-70 11. NOTCHINO AND BORINO OF 5TUPr;,, JOISTS, RAFTERS AS PER BUILDINO CODE. NO NOTCHINO AND wl 6" RISE 4 pq/ (2) 514"d) BOLTS THROUOH CENTER LINE OF VERTICAL LEOS 71r CONSERVATION CONSTRUCTION CODE.AND :2020 NEN YORK STATE ENERC BORINO OF STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY POTENTIAL DAMAOF THEREOF. SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON FACE C-005.
GENERAL 5'r�50L <EY :
NEW PARTIAL HEIGHT 1
_ EXISTING TO BE DEMOLISHED Q = N
WOOD FRAME (L.G. STL.
WHEN APPLICABLE) I J
EXISTING TO REMAIN
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NEW WOOD FRAME L.O. 1,': n:n-- r`n'I;;° I Q W >_
( j I ,�aiii,� ; ;;.}.sir. i;.l� � �[L��;.,.;� w
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P05T FOR 4" WALLS
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WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL '
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NEW 2-HR FIRE RATED
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DOOR NOTE:
m
O I. INSTALL NEW INTERIOR DOORS WHEN GALLED
OUT ON PLANS BY 'JELD-WEN' (OR EQUAL).
2.INSTALL NEW EXTERIOR DOORS k4HEN GALLED Z v
OUT ON PLANS BY 'THERMATRU' (OR EQUAL). J C)
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3.PROVIDE (2) 2"x5" HDR., U.O.N. � Z (V
4.SEE PAGE 6-003 FOR ALL OTHER FRAMING
ELEMENTS AROUND DOORS (TYP. f°OR ALL) U.O.N.
Lo w 1H
O SMOKE DETECTOR / GO DETEO 'OR NOTES:
2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT
O
SMOKE /CARBON MONOXIDE COMBINATION DETECTOR
HARD WIRED TO EACH OTHER w/BATTERY BACKUP.
2.INSTALL ALL A5 PER MANU. SPEC.'s
3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR
IN COMPLIANCE WITH LOCAL GORE I - — -- -- - - -- — -"-- --- -- — — — - I
W
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NEW EXHAUST FAN SHALL BE INSTALLED WHERE
O3 VENTILATION IS NOT MET BY MEANS OF NATURAL PITCH 12":12" V
CIRCULATION THROUGH WINDOWS OR DOORS TO
OUTDOOR SPACES AS PER NYS MECH. CODE SECTION W
403.5.2.5; INSTALL AS PER MANU. SPECS F-
NEW FLOOR: c_v
U J
O I. NEW J" PLYWOOD 5U5FLOOR BENEATH (GLUE 3 SCREW); - a
SCREW PERIMETER OF 5HEATHIN6 4" O.G. b 12" O.G.
INTERIOR.
= II
2.NEW FINISHED FLOOR PER H.O. SELECTION
NEW LAUNDRY ROOM:
O I. NEW WA514/DRY HOOK UP
2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s `•
w/SIZE OF EQUIP. EXIST. I
3.PROVIDE HOOK UPS AS REG'S PER MANU. UJ?��INISHED
ATTIC
DRYER EXHAUST NOTE:
I. DUCT SHALL TERMINATE TO EXTERI
OR -- - - - -- - - 1
2.DUCT SHALL TERMINATE MIN. 4-0" FROM ANY
OPENINGS I ICU 4
3.DUCT 51ZE AS PER MANU.
4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER IL
5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN
CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO
CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM
SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO m
EXCEED 5 FEET AND SHALL BE L I5TED AND LABELED 5 KNEE WALL
IN ACCORDANCE WITH UL 2158A.
b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D
METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS
RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST _
DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL tV 50REW5 - - - -.
'7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER
LOCATION TO THE WALL OR ROOF TERMINATION. THE 2
MAX. LENGTH OF THE DUCT SHALL. BE REDUCED 2.5
FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 010°
BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES '
r
NOT INCLUDE THE TRANSITION DUCT.
O6 FLOOR DRAIN:
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FLUME31 NO RISER — DRAIN / NA57E / VENT FLUME3 1 NO RISER - SUFFLY LAUREL, NY, 11948
SCALE: NTS SCALE: NTS
DRAWING TITLE:
PLUMBING RISER DIAGRAMS
GAS RISER DIAGRAM
PAGE:
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DATE: 03/02/21 6 OF 6
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I>HABITABLE SPACE EX15TINO LOCATION t�vIAF SECOND FLOOR AREA 5-7-7 S.F. S.F.SCALE: N75 NOTES 5f=EC,lFlCATlQN5 IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDEZ;p GENERAL V41ND PROTECTION CONNECTION NOTES: CARPENTRY TOÐER.AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NO7E5, ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL CONSTRUCTION; 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BE I I ER (Fb 5-15) UNLESS OTHE"15E SPECIFICATIONS,AND BE f=AMILIARIZEV V41TH THE PLANS PRIOR TO V40RK SSTIP lo-clel AND 2015 550 HIGH HIND EDITION HOOD FRAME CONSTRUCTION NOTED.1. A CONTINUOUS LOAD PATH BETINIEEN FOOTINGS, FOUNDATION HALLS, FLOORS,STUD5 AND ROOF FRAMING SHALL BE PROVIDED. 2. ALL LUMBER IN CRANL SPACES To BE 19�" ABOVE SCRATCH COAT. MAINTAIN a" MIN.GENERAL INSULATION FENESTRATION REOUIREt\�ENTS FOUNDATION EXPOSURE.1. No V40RK TO START UNTIL APPROVED PLANS ARE 05TAINF-D FROM THE IAPPLICABLE BUILDING DEPARTMENT. 2. APPROVED CONNECTORS, ANC.HCR5 AND OTHER FA57ENINO DEVICES NOT INCLUDED IN THE STANDARD BUILDING CODE, SECTION 230(o OF 00 SHALL BE 5. 5ILL5 TO BE P.T. AND SECURELY FLASHED NITH A TERMITE SHIELD, ALSO PROVIDE SILL 11 USED IN ACCORDANCE NITH MANUFACTURER'S RECOMMENDATIONS. SEALANSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLE55 (1) 2"xe," 15 NECE55AIRY TO MATCH FLOOR CODE FREE<,RlF71\/E VALUE 4 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A V40RKMAN LIKE MANNER.ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING HElOH75 INITH THE EX1571NO STRUCTURE. COMFONEN7 DESION 5. METAL PLATES, CONNECTOR5,50REINS, BOLTS AND NAILS EXP05ED DIRECTLY TO I 5TRUCTURE/51TE SHALL BE FIELD VERIFIED B`r GENERAL CONTRACTOR. VALUE C17A71ON (FER 2020 N"rSECCC,) 1 THE ;NEATHER OR SUBECT TO SALT CORROSION IN COASTAL AREAS SHALL BE 4. AT FLUSH FRAMING USE 16 GAGE METAL 015T5 HANGERS B "TECO" OR EQUAL.5TAINLF-55 STEEL OR HOT DIPPED GALVANIZED.5. ALL NORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES w 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, ROOFS, AND 0
AND AUTHORITIES HAVING JURISDICTION. MIN. R-VALUE = 50 4. INHERE ININDON5 AND VOOR5 INTERRUPT NOOD STRUCTURAL PANEL SHEATHING INALLS. FULL HE:IOHT OF UNCOMPRE-5SEc? INSULATION 70 11 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE PROVIDED AT THE 4. ALL UNNOTED OR NON-V1515LE EASEMENTS ARE THE RE5FONSIBILI7Y I TOP AND BOTTOM OF CRIPPLE STUDS, HEADER 5T`UD5 AND AT LEAST ONE STUD AT (b. DOUBLE ALL OISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUE35, U.C.N. EXTEND OVER THE KALL TOP PLATE AT EAVES;OF THE ONNE"UILDER rEILINr, R-V`ALUE 0 EACHSIDE OF OPENING. �R-50 BATT INSULATION CEILIN5 AREA SHALL BE LIMITED TO 500 S.F. OR YES(NITHOUT ATTIC SPACES) 0-7. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 5-1/2" BEARING 20% OF TOTAL INSULATED CEILINO AREA,5. ANY OMI551ON5 OR DISCREPANCIES OF PLANS ANP/OR JOB CONDITIONS ZIDOE 5TRAF5 SHALL BE ATTACHED TO EACH FAIR OF OPPOSING RAFTERS 5. R NHirHEVER 15 LESS.SHALL BE CLARIFIED INITH THE AROHITEOVENOINEER BEFORE PROCEEDING EXCEPT INHERE COLLAR TIES OF I'Wb" OR 2"x4" LUMBER, 15 LOCATED IN UPPER 5. MIN. HEADER To BE (2) 2"xio" UNLESS OTHERINISE NOTED. z NlTH THE INORK. PER R402.2.2 4 TABLE R402.1.2 CLIMATE ZONE 4 THIRD 0 (n 03;zr Br.T.F ATTIC SPACE AND ATTACH TO EACH FAIR OF RAFTERS. Ll. ALL INOOr,> SILLS AND NOOn IN CONTACT INITH MASONR /_�ONCF -_TE To 6. NO 1��EVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE EXTERIOR 4 INTERIOR b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ! 0 UNLE55 APPROVED 5,r THE ARCH I TEOTANOI NEER. MIN. R-VALUE: 20 (CAVITY) 0(2"x(o") HOOD FRAME HALL R-21 BATT INSULATION T FLOOR TO FLOOR HOLD-DOINN5 TO 13E PROVIDED EVERY 495" AND EVERY I(oll 10. ALL EXTERIOR, SHEATHINOSHALL BE NAILED AS PER FASTENING SCHEDULE ON PAGE 0-005. !!PER TABLE R402.1.2 - CLIMATE ZONE 4 YEi P GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON INALLS AND ROOF AND 15 OF CDX GRAPE, -VALUE'7. CONTRACTOR TO VERIFY DIMFN51ONS OF FOUNDATION INITH FLOOR PLANS i 3:BEFORE THE START OF FRAMINO INITHIN 4' Or EXTERIOR CORNERS. UNLESS OTHERIN15E NOTED. SEE FLOOR PLANS FOR ADDITIONAL NAiLINO OR DIFFERENT NAILING REQUIREMENTS INHEN AFFLI(�,ABLE.5. SILL PLATE To FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED TO THE COMPLIANCE STATEMENT:5. DR HELLS AS REQUIRED BY STATE AND LOCAL CODES. U.FOUNDATION NITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF J" AND 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF CL�IX NAILING As PER TO THE BEST OF MY <NCIoNLEDOE, BELIEF, AND PROFESSIONAL JUDOMENT, THESE PLANS AND SPEC IF I CATIONS ARE IN 0 f2 ILL i z 0 11. DO N07 SCALE PRANIN05, NRITTEN DIMENSIONS TAKE PPZOEMENCE 5 X5"4' INA5HERS. A MINIMUM OF ONE ANCHOR E30LT SHALL BE PROVIDED INITHIN (b FASTENING 50HEDULE ON PAGE 6-005 AND OLUI=r;�, U.C.N. COMPLIANCE NITH THE 2020 NY5 ENERO"( CONSERVATION CON5TRU07ION COME U5INrz-? CHAPTER 4 [RE]. 0 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR, E30LTS SHALL HAVE A z Z 10. OINNE"UILDER ARE RESPON51BLE FOR ALL INSPECTION5, APPROVALS, MINIMUM EMBEDMENT OF T' IN CONORETE/MASONRY FOUNDATIONS. ANCHOR BOLT5 12. EXTERIOR SHEATHING 70 BE COVERED INITH 'TY*\/EK' HOUSE INRAP OR AFFROVED EQUAL. ui 0 CERTIFICATES, CERT. OF OCCUPANCY OF? COMPLETION AND J.L. APPROVAL SHALL BE LOCATED INITHIN 12" OR CORNERS AND AT SPACING NOT EXCEEDING 4'ON CENTER. 15. BLOCK EXTERIOR STUD NALL5 AT HALF STORY HEIOHT5 AND AT UNSUPPORTED El�>515 SEAMS 0 11. THESE SET OF PRAV41NOS ARE THE PROPERTY OF ANTHONY FORTILLO, RA AND OF EXTERIOR SHEATHING. 0 1 a Lu SHALL NOT BE ALTERED OR BE REPRODUCED NITHOUT INRI I IEN PERM155ION FROM GYPSUM HALL E30ARD 1. GYPSUM HALL E30ARD SYSTEMS SHALL BE OF A TAPE OINT AND OINT COMPOUND 14. FROVI PE 'X' CRO55 BRAC I NO AT O I 5T5, 57UP5, AND RAFTERS INHEN SPANS EXCEED i!!,--O THE ARCHITECT. Lu METHOD. AND AT EVERY e>'-O". %-I C14 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE INORK AND 15 15. TOP FLATE5 TO BE DOUBLED AND LAPPED AT CORNER5, 517-E ALSO PAGE 0-005.RESPONSIBLE FOR, DESIGN INTENT ONLY. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON NALL5 AND CEILING, UNLE55 OTHEIRNISE T1 04 NOTED. HATER RESISTANT (N.R) AT BATHROOMS AND INHERE DEEMED APPLICABLE. Lij 04 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 56HEPULE AS NEOE55ARITI. "I 15. THE CONTRACTOR SHALL OBTAIN CERTIFIc-,ATE OF OCCUPANCY. 04 �i 5. ONE HOUR RATED, T-T'PE 'X' OYF15UM BOARD ON CEILINO AND NALL5 (INHERE Lo 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET IN EACH I'l. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAOE5 0-005.THE COMPLETION OF NORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, KASTE DIRECTION BF'Y'ONP THE UNIT(S). AL50 AT HEAT PRODUCING EQUIPMENT, CONCRETE
MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE INORK BROOM CLEAN. FLOOR OF, IF PLACED ON AOOE�l FRAME, INSTALL CONCRETE PANELS OF 51e," THICKNESS 15. AT NALL" PARALLEL TO 01575 FRAME DOUBLE J0157 AS PER 00r�F_ GENERALLY, PROJECT:
MINIMUM. SEPARATE DOUBLE OIST THE THICKNESS OF HALL ABOVE. SUB FLOOR, SHALL NEVER EXCEED A
15. THE CONTRACTOR SHALL CARRY INORKMAN'5 COMPENSATION AND GENERAL 16" SPAN.
LIABIL17Y INSURANCE. ALL SHALL COMFILt' V41TH STATE ANr, LOCAL 0017�175 AND 4. FINISH OINTS, -BEAD5, NAIL PIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND Icl. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN5 AS PER PAGE
ORDINANCES. RECEIVE THREE COAT5 OFOINT COMPOUND. ALLON 24 HOURS TO MR( BETINEEN 0-005. CARR
Ifo. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS INOR< AND THE INOIRK OF THE COATS. FINAL COAT TO BE SANDED SMOOTH.
5UE-CONTRACTORS FOR A PERIOP OF AT LEAST ONE YEAR AFTER COMPLETION OF 5. METAL CORNER BEAP To BE UeEP ON ALL OUT51ME CORNERS AND AROUND ALL 20. "P.T." SPECIFIES PRE55URE PRE5ERVA71VELY TREATED LUMBER IN RESIDENCE
PROJECT. OPENINGS. ACCORDANCE N/ AINPA 0.22; INHERE DRILLING AND/OR CUTTING OCCURS, FIELD TREAT LUMBER PV
COPPER NAPTHENATE NHICH SHALL CONTAIN :2% COPPER METAL BY REPEATED BRUSHING,
11. THE CONTRACTOR SHALL INDEMNIFYANIP HOLD HARMLEC-5 THE OINNER, b. FASTEN GYPSUM BOARD AS PER F-A5TENINO 50HEDULE ON PAGE 0-005. DIPPING, OR SOAKING UNTIL THE V400D AROHITEOVENOINEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND AGAINST ALL ASSOR55 NO MORE. ALSO, FOR HARDINARE USED INITH P.7. LUMBER,
CLAIMS, DAMAOES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT INSULATION CONTRACTOR 15 TO INSTALL HARDINARE THAT 15 SPECIFIED BY P.T. LUMBER MANUFACTURER SUCH 250 7TH AVENUE
OF OR RESULTING FROM THE PERFORMANCE OF THE INORK. FROVIDED THAT ANY AS: HANGERS, NAILS, SCRENS, FLASHING, ANCHOR BOLTS, rzTr,. FOR LOCATION5 SUCH AS:
SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) 15 ATTRIBUTABLE TO BODILY INJURY, 1. ALL EXTERIOR HALLS AND ROOFS SHALL BE INSULATED V41TH FOIL FACED LEDOER 5D., SILL PLATE, DEC< CONSTRUCTION, LAUREL, NY, 11948
SICKNESS, DISEASE OR DEATH OR TO INJUR-r' TO OR DESTRUCTION OF TANGIBLE FIBEROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ETC. ANY REFERENCES TO COA ARE TO REPLACED P41TH F.T.
PROPERTY (OTHER THAN THE V40RK ITSELF INOLUDINO, THE L055 OR USE RESULTING FOIL TO BE PLACED TONARD HARM SIDE THEREFROM). (E) 15 CAUSED IN INHOLE OR, IN PART 5"( ANY NE OLI GENT ACT OF, 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOP41NO:
OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR 2. PROVIDE 2" R-IO RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION INALL5 FROM A. TRU55JO15T Mr-MILLIAN I.cfE MICROLAM DRAWING TITLE:
b" BELON GRAPE TO 24" BELON ORADE Ir DESIRED BY CONTRACTOR OR ONNER. B. GEORGIA PACIFIC 2.OE O-F LAM INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOP, NHOSE ACTS ANY OF CARE SHOULD BE TAKEN N07 TO DAMAGE FOUNDATION INATERPROOFINO.
THEM MAY BE LIABLE REOARDLE55 OF INHETHER OR NOT IT 15 CAUSED IN PART BY A P5L (PARALLEL STRAND LUMBER) DENOTES: PROJECT LOCATION & SCOPE PARTY INDEMNIFIEP HEREUNDER. 5. GENERALLY, UNLESS NOTED OTHERN15E, INSULATE AS FOLLON5: A. TRUSS OIST Mr-MILLIAN 2.OE PARALLAM
le,. ALL MATERIALS, ASSEMBLIES, ANP 1`,�F_7HOIP OF CON5TRUr�710N INCLUDING BUT NOT - 11" R-50 FOR,FLAT CEILIN05 ALL TO BE INSTALLED AS PER MANU. 5PEC.'s ZONING DATA
LIMITED To FORM-NORK, BLOCK-NORK, FRAMING, NAILING, PLACING OF CONCRETE, - 5.25" R-50r, FOR VAULTED AND CATHEDRAL CEILINGS 22. I-JO15T FLOOR SY57EMS SHALL BE IN ACCORDANCE HITH THE HOOP FRAMING MATERIAL
FTC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY - 55" R-15 FOR, 2"x4" HALL CONSTRUCTION STANDARD551ECTION, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS SET GENERAL NOTES
ARE IN ACCORDANCE INITH THE DRAINING75, SPECIFICATIONS, APPLICABLE CODES AND - 5.25" R-21 FOR 2"xb" HALL CONSTRUCTION FORTH IN THE MANUFAC7URER'S CODE EVALUATION REFORT.
GOOD PRACTICE. DEVIATIONS FROM THE DRANIN05 AND SPECIFICATIONS V41LL NOT - 5.25" R-21 FOR FLOORS BE PERMITTED P417HOLJT INRITTEN AUTHORIZATION OF THE ARSH I TECT/ENG I NEER. 25. NOTCHES IN THE TOP OR B07TOM EDGE OF SOLID SAINN RAFTERS SHALL NOT BE CUT IN THE
PLUMBING MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL
Icl. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRANIN55 NEEDED, 1. CONTRACTOR SHALL INSTALL HATER SUPPLY, DRAIN, HASTE, AND VENT (DAY) SYSTEMS TO NYS NOT EXCEED ONE-SIXTH OF THE ACTUAL RAFTER DEPTH. INHERE NOTCHES ARE MADE AT PAGE:
UNLE55 OTHERIN15E SPECIFIED. ALL DIMEN51ON5 AND COND17IONS PERTAINING ARE TO PLUMBING CODE AND NY5 DEC REOULATION5. SUPPORTS THEY SHALL NOT EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE
BE FIELD VERIFIED. LIMITED IN DIAMETER To ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDOE OF THE HOLE 2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOT70M EDGES.20. CONTRACTOR To REMOVE 4 RELOCATE AS REQUIRED ALL EX15TINO NORK INHICH INTFRFERE5 INITH NEN CONSTRUCTION IN A NORKMAN LIKE HANNER. 5. ALL HATER PIPING TO HAVE CLEAN OUT5 AT ALL CHANGES IN DIRECTION AND AT BASE OF 24. NOTCHES IN EITHER EDGE Or 57UD5 SHALL NOT BE LOCATED IN THE MODLE ONE-THIRD OF
OF THE ACTUAL DEPTH. BORED HOLES SHALL NOT EXCEED 40% OF THE ACTUAL 57'=) DEPTH 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS, VERTICAL HASTE PIPES. THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED :25% 4 UNLE55 NOTED OTHE"15E. 4. USE 4" CAST IRON THROUGH FOUNDATION HALL AND PITCHED AT I/5" PER FOOT. AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDOE OF THE STUD.:2:2. PROVIDE FIREELOCKIN6 AS PER NEN YORK ACCESSIBILITY 5TANPARJ��S. 5. GENERAL TRAP ANP HASTE SIZES AS FOLLON5, UNLESS OTHERAISE NOTED: NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-51EOTION. DATE: 05/19/21 1 OF6
- P15H INA5HER.........................................2" 25. FOP, NEIN. HALLS, A PERFORATED SHEARINALL SYSTEM 15 USED. THE 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY UNAUTHORIZED - KITCHEN SINK........................................2" CON7RACTOR5 ATTENTION IS DIRECTED TO THE APPLICABLE 1�)E7AIJ_5,USE UNDER FEDERAL LAN B THE ARCHITECTURAL NORKS COPYRIGHT PROTECTION - LAVATORY...............................................2" NOTES, AND TABLES ON PACE 6-005 4 0-004. THE FASTENING SCHEDULE ACT OF Ictqo (AINOPA), INHICH HAS SEVERE PENALTIES. - SHOINEIR/ UB.......................................... 5FECIFIE5 THE RlEa'D NAILING FOR THE SHEATHING (ANY NAILING- TOILET........................................................5" SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SCHEDULE). HOLDONNS- LAUNDRY .................................................2" OPERATE IN CONUNCTION INITH THE PERFORATED 5HEARNALL SYSTEM (INSTALL AS PER COPES AND REFERENCE 5TANDAR0: - FLOOR DRAIN..........................................5" APPLICABLE DETAILS 4 MANU. 5FEO.'5). HOLDOINN LOCATIONS ARE SPECIFIED ON THE 1. ALL NEIN P40RK PERFORMED SHALL CONFORM TO THE 2020 NEN YORK STATE BUILDING FOUND./FLOOR PLANS.COME, 2020 NEN YORK STATE RE51PENTIAL CODE, 2020 NEN YORK STATE PROPERT 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" THROUGH ROOF.MAINTENANCE CODE, AND 2020 NEN YORK STATE ENERGY SON5ERVATION CONSTRUCTION 26. COLUMN BEARING AS FOLLON5:COPE 7. PROVIDE FROST-PROOF H05E BIBS INITH EA51LY ACCESSIBLE DRAIN 4 DRAIN COCKS AS REO'P. NOOD POSTINO TO BE BLOCKED 50LID TO FOUND. NALL v4/ END OF'AIN,2. REFERENCE 5TANDARP USED FOR ALL HOOP FRAMING, CONNECTIONS OF V400D H05E E31BS SHALL BE PROVIDED V41TH BACKFLON PROTECTION. TREATED HOOP t FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND.FRAMING, AND CONNECTION TO FOUNDATION - :201e� HOOD FRAME CONSTRUCTION MANUAL HALL v41 STEEL 5HIM5 4 A MIN. 514" OF NON-5H';,'[N< GROUT.D IN17H BACK FLOY4 BY THE AMERICAN FOREST 4 PAPER ASSOCIATION (AF4PA) AMERICAN HOOP COUNCIL 5. HASTE FROM CLOTHES INASHER5 AND LAUNDRY TUBS ARE TO BE PROVIDE SECURE Pq/ (2) 1/2" 0 ANCHOR BOLTS (4" LONO EXPANSION BOLTS 0 PROTECTION. EXIST. INALL5 4 12" LONG HOOKED BOLTS a NEIN FOUND. HALLS). FOR ANY POSTING a O.M.U. HALL SEE PLAN FOR REQUIRED RaINFORCIN5 (o MIN. 16"TE PLUMBING CODE. cl. THE HATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY V41TH LOCAL HEALTH DEPARTMENT V41ME 5 COURSE5 OF 50LID BRlrK MA50NRY CENTERED a POSTING, U.O.N).5. ALL PLUMBING NOR< SHALL CONFORM To THE 2020 NEN YORK 5TA 5TANPARD5 AND REGULATIONS. HOINEVER, AHEN COLUMN OR 1-05TINO 15 PART OF THE LOAD PATH FOR USE 0 4. ALL MECHANICAL NORK SHALL CONFORM TO THE 2020 NEN YORK STATE MECHANICAL 10. APPROVAL AND INSPECTION 15 R.EOUIREP BY LOCAL URISDICTION PRIOR To CONCEALMENT OF IN A SHEARKALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE v41 Fm
_k P COPE AND 2020 NEN YORK STATE FUEL GAS CODE. PLUMBING. STANDARD 5HEARJNALL HARDINARE (W NOTED VALUES) $ ANCHOR BOLTS,U.C.N. V41TH TOP CAPS a STEEL COLUMNS TO BE MIN.,v4" BENT PLATE 5" LON5,ODE, NFPA-10 11. NOTCHING AND E30RINO OF 5TUD5, .JOIST5, RAFTERS AS PER BUILDING CODE. NO NOTCHING AND W 6" R15E 4 N1 (2) 5/4"O BOLT5 THROUGH CENTER LINE OF VERTICAL LE55 5. ALL ELECTRICAL INORK SHALL CONFORM To 2011 NATIONAL ELECTRIC C AND 2020 NEN YORK STATE ENERG CONSERVATION CONSTRUCTION CODE. BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. SET 6' DIST., U.C.N. - ADD17IONAL INFO. 15 FOUND ON PACE 6-005. ...............................................
_ EX1571NO TO BE DEMOLISHED . � � � NEW PARTIAL HEIGHT
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SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO I'IUDI`OOI'I EXCEED 8 FEET AND SHALL BE LISTED AND LABELED
IN ACCORDANCE WITH UL 215BA.
6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID
METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS
RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST
DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL i
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LAUREL, NY, 11948
DRAWING TITLE:
PROPOSED FIRST FLOOR PLAN
PAGE:
FROPOSED FIRST FLOOR FLANAmj".02001
DATE: 05/19/21 3 OF 6
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HARD WIRED TO EACH OTHER w/BATTERY BACKUP.
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IN COMPLIANCE WITH LOCAL CODE W
NEW EXHAUST FAN SHALL BE INSTALLED WHERE I s
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DATE: 05/19/21 4 OF 6
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2.INSTALL ALL A5 PER MANU. SPEG.'s — — — — — —
3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR — — — — — — — — — — — — — — — — — — — — — —
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NEW EXHAUST FAN SHALL BE INSTALLED WHERE
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I. DUCT SHALL TERMINATE TO EXTERIOR — — — — — — — — — — — — — — — — —
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5. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN
CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TOi
CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM
SHALL BE LIMITED TO 51NGLE LENGTHS, NOT TO
EXCEED 6 FEET AND SHALL BE LISTED AND LABELED I I V KNEE WALL
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IN ACCORDANCE WITH UL 2155A.
6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID
METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS
RUNNIN5 IN THE DIRECTION OF AIR FLOW. EXHAUST _ `I
DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL cV I -
5GREWS iv 0 4
'I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER
LOCATION TO THE WALL OR ROOF TERMINATION. THE
MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5
FEET FOR EACH 45" BEND AND 5 FEET FOR EACH cIO° L — — — — — — — — — — — — — — — — — — — — — — — — —
BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES
NOT INCLUDE THE TRANSITION DUCT, L- — — — — — — — — — — — — — 46-10"
NEN
R.ECR::ATTI OVAL ~ 3
SPACE
I o I 4 I m
NEH
BATHROOM 2 = I N LLO
O SM/CO
5 KNEE WALL
m O
04
ui
, -2rv'- - - - - — — — o
� I
BATHROOM I -O" F PROJECT:
I I I I I � I I I
_ CAR R
RESIDENCE
WET IBAR.
Q
1
REF. I 250 7TH AVENUE
LAUREL, NY, 11948
EXIST. s
BEDROOM L - - - - - - - - - - - - - - - - - - - - - - - DRAWING TITLE:
PROPOSED SECOND FLOOR PLAN
I
I
I I o no IcDo
I <� (gypp ��Q.t1 p�rM � PAGE:
(�
PITCH 12":12" PITCHA-103 0 1.
I I
I I
I DATE: 01/26/26 4 OF 6
PROPOSED SECCM7) FLOOR PLAN
1/646 5.F. HABITABLE SPACE; 2,504 S.F. OR055 AREA SCALE: I/4" = I'-o"