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A-102 ATT 1 G PLAN
A-105 EAST ELEVATION
A-104 WEST ELEVATION
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6. SOLE PLATE TO JOIST OR BLOCKING,TYPICAL FACE NAIL 16d 0 I6" O.G.
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- -
-- - - - - ---- - - - -
_ ROOF/ GE I L i NG DEAD LOAD" � I O P5F
18. CEILING JOISTS TO PARALLEL'RAFTERS,FACE NAIL 3-I6d 24" (U - MULTIPLIER) -
- - - -
.. . ..-. _
ROOF- ,JOIST SP
I NO C� S� 2 O
A. RAFTER TO PLATE,TOENAIL �� MULTIPLIER) - - -
_-r _ FLOOR JO I ST WALL STUD .SPG I NG 16 (U55 1.33
20. I"BRACE TO EACH STUD_AND PLATE,FACE NAIL - 2-8d. _ _
- -I 2' SPAM =- 18q .•
21. 1" LESS to OR LETO EACH BEARING,FACE NAIL " 2-8d 24' SPAM = 306 DAV1-D TU RNER ARCH ITECT, P.C.,
22. AIDER THAN I"x8"TO EACH BEARING,FACE NAIL 3-8d 366 WEST 30TH STREET,FI ST FLOOR,NEW YORK,N.Y. 10
001
23. BUILT-UP CORNER STUDS I6d a 24" O.C. ROOF--TO WALL OF BEAM I8q x (2.0)- 378 LBS: .. _ - _ (212)594-0840
-Be,..
. _ - 606 x (2.0) .= C 12 LB - -
-24.-BUILT-UP GIRDER 8 BEAMS - 20d'�.32" O.G.0 TOP AND - - -- - -
'PROJECT
BOTTOM 8 STAGGERED,2-20d- - - - - - T - - -- -- -
- m. S ANS cb EAS SPLICE - _ X=(1-.33) =- . `1=Bs.
. :. 13.35 GREEN=HILL.LANE
WALL TO FLOOR TO WALL _251
- 2=Ibd 6 EACH BEARING. _ 3.Oo X"(1.53) 407 LBs.
25: j' PLANKS G RE E N PO RT, N.Y.
26.,Mop_STRUCTURAL PANELS AND PARTICLEBOARD.,
SUBFLOOR;ROOF AND HALL-SHEATHING(TO FRAMING)(]"=25.4 mm)
SHEET
1/2"AND LESS _ bd (5)_ I I T - - - - - -
Iq/32"-3/4" 8d( ORbd(s) OI TL=00<ER UFL= I_� I _L=0A�5 (TAE3LE, 2 .2C)
ad (55, -- MISC. DETAILS
I I/8"._ 1 I/4" IOd(4) OR 8d(5) OUTLOOKER SPAG I NG OF 24" O.G.
COMBINATION 5UBFLoOR-UNDERLAYMENT(TO FRAMING)(1"=25.4 mm)
3/4"AND LE55 bd (s) UPLIFT LOAD OF 744 LBs
8d (5) DATE:`-'"i-;"^ DATE: I0-20-22
I VW - 1 1/4" IOd(4)OR 8d(5) �f,Re�� !7.��,�� OJECT No:
27. PANEL SIDING(TO FRAMING) `� I �I �I
° DRAWING BY:
I/2" OR LESS SIL=L= _ PLATE I O FOU ` E�ATIO `� (TABL=E 5.2A)
:,, CHK BY:
--
- 9 > �f DWG No:
28. FIBERBOARD SHEATHING FQjz 2 STORY BUILD 1 NG 32' LENGTH USE M I NUMUM 7 5/8" BOLTS f
1/2.. NO. 11 ) (6) ` 0 ®' A- 1 17 . 0 O
NO. 16 GA. (q) s �T
20/32" NO. II GA. (8) CAD FILE No:
8d (4) 18 OF I a
NO. I6 GA. (q) Mai
GENERAL NOTES
I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF-THE NEW PLUMBING
YORK STATE AND LOCAL BUILDING CODE, FIRE DEPARTMENT
REGULATIONS, THE NEW YORK STATE BUILDING CONSTRUCTION I. ALL PLUMBING WORK MUST BE PERFORMED BY A LICENSED
o MANUAL AND LOCAL BUILDING CODES, UTILITY COMPANY PLUMBER
REQUIREMENTS, AND THE BEST TRADE PRACTICES. INCLUDING NYS
ENERGY CONSERVATION AND CONSTRUCTION CODES. THE M05T 2. ALL BRANCH PIPING SHALL BE NEW BACK TO THE SUPPLY RISER,
STRINGENT SHALL APPLY. AND BACK TO THE WA5TE/VENT STACK. NEW SHUT-OFF VALVES
2. BEFORE COMMENCING WORK THE CONTRACTOR SHALL FILE ALL SHALL BE BETWEEN THE RISER AND THE FIRST WALL PENETRATION
WITH DI-ELECTRIC FITTINGS AS REQUIRED.
REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF
BUILDINGS, OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES 5. RISER DIAGRAM FOR WASTE AND VENT MUST BE PROVIDED FOR
REQUIRED BY GOVERNING LOCAL AND NEW YORK STATE AGENCIES. THE KITCHEN AND BATHROOM WHEREVER THERE ARE FIXTURE RE-
5. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN LOCATIONS OR CHANGE IN TYPE (I.E. TUB TO A SHOWER).
THE FIELD PRIOR TO GOMMENGING WORK AND SHALL REPORT ANY
DISGREPENGIES BETWEEN DRAWING5 ANF FIELD CONDITIONS TO THE 4. PLUMBER MUST CHECK EXISTING WASTE AND VENT LINES TO BE
ARCHITECT. FREE OF OBSTRUCTION.
4. FURNISH ALL LABOR, MATERIALS,-APPURTENANGES, EQUIPMENT 5. WATER SUPPLY NOTES OR DIAGRAMS MUST INDICATE BACK FLOW
AND SERVICES NECESSARY AND REQUIRED TO COMPLETE ALL WORK
IN THIS SECTION AS INDICATED ON THE DRAWINGS AND / OR PREVENTION DEVICES ON ALL HARD-PIPED FIXTURES AND
SPECIFIED HEREIN. - APPLIANCES. THIS APPLIES TO REFRIGERATOR ICE MAKER (IF ANY)
AND DISHWASHER.
5. EXAMINE THE CONDITIONS AND PREPARATIONS MADE FOR THE
PERFORMANCE OF THIS SECTION OF WORK AND NOTIFY ARCHITECT 8. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING FOR HOT
OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY AND GOLD WATER SUPPLY ADJACENT TO MASTER SHUT-OFF
COMPLETION OF THE WORK. DO NOT PROCEED WITH THIS WORK VALVES.
UNTIL ALL CONDITIONS ARE MADE SATISFACTORY FOR SUCH CHECK VALVES MUST BE QUIET TYPE.
PERFORMANCE OF WORK.
6. ORDER ALL SPECIFIED MATERIALS AND FABRICATED ITEMS WITH
SUFFICIENT LEAD TIME 50 AS NOT TO DELAY WORK IN ANY MANNER. .GAPPING PIPING AND CONDUIT
'Y. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT 1. ALL ABANDONED PIPING AND CONDUIT REMOVED FROM SERVICE
NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE SHALL BE TERMINATED AND GAPPED OFF AT THE NEAREST LIVE
WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE JOINT OR JUNCTION BOX. NO ABANDONED SERVICES SHALL JUST DAVID TURNER ARCHITECT, P.C.
DRAWIN65. BE OUT AND LEFT IN PLACE WITHOUT REMOVAL BACK TO THE
8. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES "LIVE" POINT, AND PROPERLY TERMINATED TO MEET CODE. 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001
WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING (212)594-0840
MANAGEMENT.,
PROJECT
9. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES 1335 -GREEN HILL LANE
WITH THE-REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING ELEGTRIGAL
MANAGEMENT. GREEN PORT, N.Y.
10. THE GONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION i- ALL ELECTRICAL WORK MUST BE PERFORMED BY A LICENSED
OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED ELECTRICIAN.
CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND SHEET
INSTALL ADEQUATE SHORING AND BRACING AFOR ALL STRUCTURAL 2. DUPLEX OUTLETS WITHIN 6FT OF SINKS ARE TO BE GE'CI TYPE. GENERAL NOTES
OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE
RESPONSIBLITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR 5. ALL ABANDONED ELECTRICAL BOXES WITH REMAINING WIRING
DURING THE EXECUTION OF THE WORK. ENTERING. OR LEAVING SHALL REMAIN ACCESSIBLE WITH
REMOVABLE COVERS.
II. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL
PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, ,6 �,# t�; �,, D 10-20-22
ELECTRICAL, ETC.) 4. THE ELECTRIC PANEL AND INTERCOM PANEL CANNOT BE vr� PROJECT No.
RE-LOCATED WITHOUT SPECIFIC WRITTEN APPROVAL. ti
12. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BYE ' DRAWING BY:
PERSONS LICENSED IN THEIR PROFESSIONS, WHO SHALL ARRANGE 5. ALL RECEPTACLE, SWITCH, OR LAMP HOLDER BOXES SHALL BES?��' CHK BY:
FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. SET FLUSH TO FINAL FIN15HED SURFACE. EXTEND EXISTING BOXES #:i:9 :
y Vis, DWG No:
13. THE CONTRACTOR SHALL DO ALL GUTTING, PATCHING, REPAIRING AS NECESSARY OR UTILIZE PLASTER RINGS OR OTHER DEVICES TO _ p'
ENSURE THAT A CONTINUOUS GROUNDED METALLIC SURFACE IS IN r A
A5 REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE A- 1 18 . 0
O
DRAWING5, AND ALL OTHER WORK THAT MAY BE REQUIRED TO PLACE BETWEEN BOXES AND FACEPLATES. �a•
TE
COMPLETE THE JOB.
CAD FILE No:
Iq OF Icl