Maps LOCATION MAP CONTRACTOR NOTE STEEL
,r 1 . ALL STEEL PIPE COLUMNS SHALL BE OF STANDARD WEIGHT AND CONFORM TO
1 . THE CONTRACTOR IS HEREBY NOTIFIED THAT A.i.A DOCUMENT A.201 GENERAL ASTM GRADE 36 FOR STRUCTURAL SHAPES, AND SHALL BE SUPPLIED WITH A
CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", SHALL APPLY TO ALL WORKWELDED TOP AND BOTTOM BEARING PLATE.
PERFORMED UNDER THIS CONTRACT AND THESE CONSTRUCTION DOCUMENTS.
2. ALL STEEL SHALL BE SHOP PRIMED WITH A RUST PROHIBITOR AND FIELD PAINTED
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL WHERE EXPOSED TO WEATHER.
ASSUME FULL AND TOTAL RESPONSIBILITY FOR THE ACCURACY OF THE SAME.
3. ALL COLUMN TO BEAM CONNECTIONS SHALL BE BOLTED UNLESS OTHERWISE
,wy `r 3. IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145, NOI-ED. ALL HOLES SHALL BE DRILLED OR PUNCHED. TORCHED HOLES SHALL NOT
SECTION 7209 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION BE PERMITTED.
Y" >.
OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER ANY
d' `µ ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND
SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL
AFFIX HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE LUMBER
AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE
ALTERATION. 1 . ALL.. STRUCTURAL LUMBER SHALL BE DOUGLAS FIR #2 OR BETTER, WITH A MINIMUM
Ip pl, BENDING STRESS OF 1 ,250 PSI AND A MODULUS OF ELASTICITY OF 1 ,3000,000.
^ 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL BE FAMILIARIZED WITH
I
NON-BEARING STUD FRAMING SHALL BE S.P.F. #2 OR BETTER. ENGINEERED
THE PROPOSED WORK, HAVING EXAMINED THE SITE, LOCAL CONDITIONS EFFECTING LUMBER SHALL BE GANG--LAM LVL AS MANUFACTURED BY 'TRUS JOIST CORP.' OR
THE COST OF THE WORK, THE CONTRACT DOCUMENTS, PLANS AND SPEC.'S. THEEQUAL.. GANG-LAM BEAMS SHALL HAVE A MINIMUM BENDING STRESS OF 2,950 PSI.
CONTRACTOR'S PRICE SHALL INCLUDE ALL TOOLS, EQUIPMENT, LABOR, MATERIALS
M, AND SUPERVISION NECESSARY TO PERFORM THE WORK TO THE SATISFACTION OF 2. LUMBER IN CONTACT WITH MASONRY, CONCRETE OR EXPOSED TO WEATHER SHALL
THE OWNER.
r jl BE PRESSURED TREATED.
3. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS.
GENERAL CONDITIONS
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4. FRAMING SHALL BE ERECTED PLUMB, LEVEL_, TRUE AND SECURELY FASTENED.
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1 . ALL WORK AND MATERIALS SHALL COMPLY WITH THE RESIDENTIAL CODE OF NEW
5. SHEATHING AND SUBFLOOR SHALL BE APA RATED, ORIENTED STRAND BOARD WITH
YORK STATE, LOCAL BUILDING CODES, ENERGY CONSERVATION CONSTRUCTION
EXTERIOR GLUE OR T & G CDX PLYWOOD. SUBFLOOR SHALE_ BE GLUED AND
CODE OF NEW YORK� STATE, THE NATIONAL ELECTRIC CODE, NATIONAL BOARD OF I ;,
FIRE UNDERWRITERS CODE, THE REQUIREMENTS OF THE COUNTY BOARD OF SCREWED TO FRAMING MEMBERS 6" O.C,
Itiu M HEALTH AND ANY OTHER APPLICABLE CODES y� AND/OR REGULATIONS.f 6. EXTERIOR SHEATHING SHALL BE FASTENED TO FRAMING WITH MINIMUM 8d
- - - - - - - - -
2. ANYTHING NOT SPECIFICALLY SHOWN HEREON AND/OR IN THE SPECIFICATIONS, GALVANIZED COMMON NAILS C 4" O.C. ALONG ALL SHEATHING EDGES OROPENINGS, AND 12" O.C. AT INTERMEDIATE FRAMING MEMBERS.
BUT IS REASONABLY IMPLIED, SHALL BE FURNISHED AS THOUGH SET FORTH IN
THE PLANS AND/OR SPECIFICATIONS. ALL WRITTEN FIGURES, NOTES AND 7, BRIDGING SHALL BE SOLID WOOD 2" THICK AND THE SAME DEPTH AS MEMBER
DIMENSIONS ON THE PLANS OR SPECIFICATIONS SHALL TAKE PRECEDENCE OVER
ANY DRAWN FIGURE. DO NOT SCALE PRINTS. ALL DIMENSIONS SHALL BE FIELD BRIDGED. BRIDGING SHALL BE PROVIDED AT MID-POINT OF SPANS OVER 8'-0"
VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY CONSTRUCTION. ANY LONG.
DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE START OF
CONSTRUCTION. 8. CONTRACTOR SHALL USE 'SIMPSON STRONG-11E' STEEL JOIST/BEAM HANGERS ON
ALL FLUSH FRAMED MEMBERS.
3. ALL REQUIRED PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER OR
CONTRACTOR. 9. CONCEALED SPACES WITHIN WALL, FLOOR, STAIRS, ATTIC OR CORNICE
CONSTRUCTION AND AROUND CHIMNEY, PIPE AND DUCT OPENINGS SHALL BE
4. ALL MATERIALS USED IN PROJECT SHALL BE INSTALLED IN ACCORDANCE WITH FIRESTOPPED TO PREVENT PASSAGE OF FLAMES, SMOKE, FUMES AND HOT GASES.
THE MANUFACTURER'S SPECIFICATIONS AND/OR GUIDELINES. FIRESTOP THE FULL DEPTH OF JOISTS AT ALL POINTS OF SUPPORT, FIRESTOPPING
SHALL BE SOLID WOOD BLOCKING OR NUN-COMBUSTIBLE MATERIAL.
5. THE ENGINEER HAS NOT BEEN RETAINED BY THE OWNER TO PROVIDE PERIODIC
JOB INSPECTIONS OR JOB ADMINISTRATION AND SHALL NOT BE RESPONSIBLE 10. CONTRACTOR SHALL USE ALUMINUM OR GALVANIZED NAILS ON ALL EXTERIOR WORK.
FOR OMISSIONS OR CHANGES MADE IN THE FIELD WITHOUT PRIOR WRITTEN
AUTHORIZATION. 11 . UNLESS OTHERWISE NOTED ON PLANS, HEADER SIZES TO BE AS FOLLOWS:
OPENINGS LESS THAN 4'--0" 2 - 2"x8"
OPENINGS 4'--0" - 5'-11 " 2 - 2"x10"
CONCRETE OPENINGS 6'--0" - 8'-0" 2 - 2"x12"
12. PROVIDE STAIR-RAL BLOCKING BETWEEN 34" TO 38" IN ALL STAIR AREAS. FASTEN
1 . ALL CONCRETE USED IN THE POST FOOTINGS, COLUMN FOOTINGS, AND TO STUDS WITH (2) 16d NAILS EACH END. ADD BLOCKING IN CLOSET AREAS TO
BASEMENT SLAB SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI BE MOUNTED 66" AFF, USE (2) 16d NAILS EACH END. PROVIDE BLOCKING EACH
AT 28 DAYS. SIDE OF WINDOWS AT C-10" AFF FOR CURTAIN RODS. PROVIDE BLOCKING IN
2. ALL REBAR SHALL BE GRADE 60 INTERMEDIATE GRADE BILLET STEEL, DEFORMED KITCHEN FOR CABINET PLACEMENT AND AS REQUIRED FOR NAILING OF GYPSUM
BARS, CONFORMING TO ASTM-65. INCLUDE SPACERS, CHAIRS, BOLSTERS, TIES BOARD.
AND OTHER DEVICES FOR PROPERLY PLACING, SPLICING, SUPPORTING, AND
FASTENING. THERMAL AND MOISTURE PROTECTION
3- REINFORCEMENT SHALL BE CLEAN AND FREE FROM LOOSE RUST SCALE OR
OTHER COATING. 1 . ALL ROOFING AND SIDING MATERIALS SHALL BE INSTALLED IN STRICT
CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS.
4. PROVIDE A MINIMUM OF 3" COVER ON ALL STEEL REINFORCEMENT.
2. ALL EXTERIOR JOINTS BETWEEN WINDOWS, DOORS AND OTHER SURFACES SHALL
5. ALL CONCRETE WORK SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE BE CAULKED WITH A WATERPROOF CAULKING.
ACI CODES.
6. BOTTOM OF EXTERIOR POST FOOTINGS SHALL BE 4'-0" BELOW FINISHED GRADE 3• ALL ROOF VALLEYS SHALL BE CONSIRUCLED WITH 26 GAUGE GALVANIZED
AT ALL TIMES UNLESS SET ON SOLID ROCK. FLASHING.
4. 'TYVEK' OR EQUAL VAPOR BARRIER SHALL BE APPLIED TO ALL EXTERIOR WALLS.
5. ALL EXTERIOR WALLS AND ROOE SHALL. HAVE THE REQUIRED FIBERGLASS BATT
INSULATION. SEE ENERGY CODE COMPLIANCE NOTES.
DOORS
CODE COMPLIANCE DATA SYMBOLS / KEYS
1 . ALL DOORS SHALL 13E COMPLETE WITH HARDWARE.
B[.1II,DING CODE ELECTRICAL
DIRECTION OF VIEW 2
BUILDING TYPE- ASSEMBLY- GROUP A-3 c 77ON (LETTER) OR COLUMN GRID DESIGNATION 1 . ALL ELECTRICAL WORK SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH
SEC
A-5 DETAIL (NUMERAL) DESIGNATION C.L. OF MAINFRAME STEEL F H E NATIONAL ELECT-RIC CODE.
CONSTRUCTION TYPE. TYPE V -SHEET NUMBER WHERE
SECTION OR DETAIL IS LOCATED
SEISMIC DESIGN CATEGORY.• C (DUTCI-IESS COUNTY) CUT' LINE OF
SECTION OR DETAIL
,,,--INDICATES PARTIAL SECTION y.
DESIGN LOADS.- ROOF LIVE LOAD (SNOW = 55 psf
OR DETAIL WHEN PRESENT OBJECTS IN VIEW (IMMEDIATE)
ROOF DEAD LOAD = la psf
WEND LOAD = 22 psf OBJECTS IN VIEW (BEYOND)
SECTION (LETTER) OR OBJECTS (HIDDEN) ISSUED FOR BID 5127114 TIG
2 DETAIL (NUMERAL) DESIGNA TION i
a A-8 -SHEET NUMBER WHERE REV.No. I DESCRIPTION DATE BY
\ SECTION OR DETAIL 1S LOCATED ro.5=68.00 ELEVATION RELATIVE TO GRADE
EMERGENCY OPENINGS: EMERGENCY EX/TS PROVIDED ARE IN COMPLIANCE � REFER TO 5l TE PLANS
WITH SECTIONS 1003 AND 1004 OF THE BL/ILO/NG `Ii MA RTZ FIELD PAVILION
CODE OF NEW YORK STATE. IT IS A VIOLATION OF NEW YORK
1 Jo TYP. DOOR TAG STATE EDUCATION LAW FOR ANY
ENERGY CODI; BOUNDARY AREA OF PERSON TO ALTER THESE PLANS,
B
KEYED SECTION OR DETAIL SPECIFICATIONS OR REPORTS IN TOWN OF WAPPINGER DUTCHESS COUNTY, NY
CODE DESIGN METHOD: NONE• UNHEA TED (SEASONAL USE) ANY WAY, UNLESS ACTING UNDER
o7 TYP. W/NDOW TAG THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, GENERAL NOTE S
CL/MATE ZONE. 5 AND CODES COMPLIANCE DATA
3 R" VALUE REQUIRED (80221°51) 'R" VALUE PROVIDED '� coNrRo� ROOM
EXTERIOR WALLS NIA N/A <\i - WALL TYPE. REFER TO TYP. ROOM DESIGNATION
/ SHEET A-la 201 MORRIS ASSOCIATES,P.s., LLC
ROOFR (SLAB)
N/A NIA ENGINEERING CONSULTANTS-LAND SURVEYORS
o' FLOOR (SLAB) N/A N/A
WANDOWS/GLAZ/NG N/A NIA
9 Elks Lane, 64 Green Street
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Poughkeepsie, New York 12601 Hudson,New York 12534
3 Phone No. (845) 454-3411 Phone No. (518)828-2300
a Fox No. (8451 473-1962 Fax NO. (5 18)828-3963
DATIL SCALE ( DBY FILE No. i DRAWING No.
5/27/14 AS NOTED �DFAWNBTJG W21406 i A_1 of 3
3 - ICHECKED BY RJG I
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