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Maps - - - - - -- - CONTRACTOR NOTE STEEL 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 24 HICKORY CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", SHALL APPLY TO ALL WORK WELDED TOP AND BOTTOM BEARING PLATE. + 32"HICKORY + PERFORMED UNDER THIS CONTRACT AND THESE CONSTRUCTION DOCUMENTS. 109.12 9553 2. ALL STEEL SHALL BE SHOP PRIMED WITH A RUST PROHIBITOR AND FIELD PAINTED 10 12"RCP INV X 28"HICKORY 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL WHERE EXPOSED TO WEATHER. El + X . 18"MAPLE ASSUME FULL AND TOTAL RESPONSIBILITY FOR THE ACCURACY OF THE SAME. k A- + k 3. ALL COLUMN TO BEAM CONNECTIONS SHALL BE BOLTED UNLESS OTHERWISE k 18"MAPLE 3. IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145, NOTED. ALL HOLES SHALL BE DRILLED OR PUNCHED. TORCHED HOLES SHALL NOT „ 12"HICKORY SECTION 7209 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION BE PERMITTED. A- ,meq OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER ANY k ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND EXISTING TREE k A- k 28"MAPLE SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL �T TO BE REMOVED LUMBER MBER 24 TREE /TYP.OF 12/ AFFIX HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE x" ALTERATION. 1 . ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR #2 OR BETTER, WITH A MINIMUM &P12 TREE k k BENDING STRESS OF 1 ,250 PSI AND A MODULUS OF ELASTICITY OF 1 ,3000,000. P�SEP z8" EE Al 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL BE FAMILIARIZED WITH NON-BEARING STUD FRAMING SHALL BE S.P.F. #2 OR BETTER. ENGINEERED P k THE PROPOSED WORK, HAVING EXAMINED THE SITE, LOCAL CONDITIONS EFFECTING LUMBER SHALL BE GANG-LAM LVL AS MANUFACTURED BY 'TRUS JOIST CORP.' OR 12"TREE 18"TREE THE COST OF THE WORK, THE CONTRACT DOCUMENTS, PLANS AND SPEC.'S. THE EQUAL. GANG-LAM BEAMS SHALL HAVE A MINIMUM BENDING STRESS OF 2,950 PSI. CONTRACTOR'S PRICE SHALL INCLUDE ALL TOOLS, EQUIPMENT, LABOR, MATERIALS o� REE k AND SUPERVISION NECESSARY TO PERFORM THE WORK TO THE SATISFACTION OF 2. LUMBER IN CONTACT WITH MASONRY, CONCRETE OR EXPOSED TO WEATHER SHALL V16"TREE A- THE OWNER. BE PRESSURED TREATED. k Al PROPOSEp X40' 92' r PgV/L/ON , k �z FF=1p,�o, k Rom 3. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS. ° k 30"TREE 96.52 GENERAL CONDITIONS k k �- � CB 4. FRAMING SHALL BE ERECTED PLUMB, LEVEL, TRUE AND SECURELY FASTENED. 14"TREE O 28"TREE d 12"RCP 1 • ALL WORK AND MATERIALS SHALL COMPLY WITH THE RESIDENTIAL CODE OF NEW 9262 YORK STATE, LOCAL BUILDING CODES, ENERGY CONSERVATION CONSTRUCTION 5. SHEATHING AND SUBFLOOR SHALL BE APA RATED, ORIENTED STRAND BOARD WITH k 10, TREE k 12"RCP INV EXTERIOR GLUE OR T & G CDX PLYWOOD. SUBFLOOR SHALL BE GLUED AND CODE OF NEW YORK STATE, THE NATIONAL ELECTRIC CODE, NATIONAL BOARD OF 012"TREE FIRE UNDERWRITERS CODE, THE REQUIREMENTS OF THE COUNTY BOARD OF SCREWED TO FRAMING MEMBERS 6" O.C. (�D84F#*EE '- COURTS " HEALTH AND ANY OTHER APPLICABLE CODES AND/OR REGULATIONS. 6. EXTERIOR SHEATHING SHALL BE FASTENED TO FRAMING WITH MINIMUM 8d �7'18" 2. ANYTHING NOT SPECIFICALLY SHOWN HEREON AND/OR IN THE SPECIFICATIONS, GALVANIZED COMMON NAILS @ 4" O.C. ALONG ALL SHEATHING EDGES OR 18"TREE BUT IS REASONABLY IMPLIED, SHALL BE FURNISHED AS THOUGH SET FORTH IN OPENINGS, AND 12" O.C. AT INTERMEDIATE FRAMING MEMBERS. k THE PLANS AND/OR SPECIFICATIONS. ALL WRITTEN FIGURES, NOTES AND k 7. BRIDGING SHALL BE SOLID WOOD 2" THICK AND THE SAME DEPTH AS MEMBER oohs #W21406 DIMENSIONS ON THE PLANS OR SPECIFICATIONS SHALL TAKE PRECEDENCE OVER BRIDGED. BRIDGING SHALL BE PROVIDED AT MID-POINT OF SPANS OVER 8'-0" BPTNR MARTZPARKPA VlL/ON S/TE GRAD/NG PLAI'J ANY DRAWN FIGURE. DO NOT SCALE PRINTS. ALL DIMENSIONS SHALL BE FIELD LONG. 24"TREE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY CONSTRUCTION. ANY 6/25/14 SCALE.. 1"=20' DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. 8. CONTRACTOR SHALL USE 'SIMPSON STRONG-TIE' STEEL JOIST/BEAM HANGERS ON MORRIS ASSOCIA TES,P.L.L.C. DA TE OFFIELDSUR VEY 612044 ALL FLUSH FRAMED MEMBERS. / ErvcwEEalNc coNsuc rays VERTICAL DATUM. ASSUMED HOR/ZONTALDATUM. ASSUMED 3. ALL REQUIRED PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER OR POUGHEEP DFIELD RAWNBY, ,IdV.BJ 9. CONCEALED SPACES WITHIN WALL, FLOOR, STAIRS, ATTIC OR CORNICE PoucHKEEPSIENEW YORK l2aol DRAWNBY. J✓V aWq �a :3372PAIEDF CONTRACTOR. 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 NON-COMBUSTIBLE MATERIAL. LOCATION MAP 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-RAIL BLOCKING BETWEEN 34" TO 38" IN ALL STAIR AREAS. FASTEN 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 .;g KITCHEN FOR CABINET PLACEMENT AND AS REQUIRED FOR NAILING OF GYPSUM 2. ALL REBAR SHALL BE GRADE 60 INTERMEDIATE GRADE BILLET STEEL, DEFORMED BOARD. BARS, CONFORMING TO ASTM-65. INCLUDE SPACERS, CHAIRS, BOLSTERS, TIES t AND OTHER DEVICES FOR PROPERLY PLACING, SPLICING, SUPPORTING, AND FASTENING. s , 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 y' 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. 'F fia ACI CODES. k 6. BOTTOM OF EXTERIOR POST FOOTINGS SHALL BE 4'-0" BELOW FINISHED GRADE 3. ALL ROOF VALLEYS SHALL BE CONSTRUCTED WITH 26 GAUGE GALVANIZED r �,;,y A•, - ' -;," AT ALL TIMES UNLESS SET ON SOLID ROCK. FLASHING. p 4. 'TYVEK' OR EQUAL VAPOR BARRIER SHALL BE APPLIED TO ALL EXTERIOR WALLS. 5. ALL EXTERIOR WALLS AND ROOF SHALL HAVE THE REQUIRED FIBERGLASS BATT INSULATION. SEE ENERGY CODE COMPLIANCE NOTES. DOORS CODE COMPLIANCE DATA SYMBOLS / KEYS 1 . ALL DOORS SHALL BE COMPLETE WITH HARDWARE. ELECTRICAL BUILDING CODE DIRECTION OF VIEW 2 BUILDING TYPE. ASSEMBLY' GROUP A-3 (LETTER) OR COLUMN GRID DESIGNATIONC SECTION ( 1 . ALL ELECTRICAL WORK SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH A-s DETAIL (NUMERAL) DESIGNATION C.L. OF MAINFRAME STEEL THE NATIONAL ELECTRIC CODE. I CONSTRUCTION TYPE.- TYPE V SHEET NUMBER WHERE Q " . SECTION OR DETA/L IS LOCA TED SEISMIC DESIGN CATEGORY.• C (DUTCHESS COUNTY) -F-CUT' LINE OF SECTION OR DETAIL INDICA TES PARTIAL SECTION " DESIGN LOADS: ROOF LIVE LOAD (SNOW) = 55 PSI` "�-OR DETAIL WHEN PRESENT OBJECTS IN VIEW (IMMEDIATE) ROOF DEAD LOAD = 10 Psf WIND LOAD = 22 Psf OBJECTS IN VIEW (BEYOND) 2 ISSUED FOR BID 7/17/14 TJG SECTION (LETTER) OR OBJECTS (HIDDEN) 1 ISSUED FOR BID 5/27/14 TJG f DETAIL (NUMERAL) DESIGNA TION 14 2 - - - - SHEET NUMBER WHERE REV No. DESCRIPTION DATE BY A-B �- \ SECTION OR DETAIL /S LOCA TED T o.s=BB.ooELEVA TION RELA TI VE TO GRADE N EMERGENCY OPENINGS: EMERGENCY EXITS PROVIDED ARE /N COMPLIANCE REFER TO SITE PLANS WITH SECTIONS 1003 AND 1004 OF THE BUILDING MARTZ FIELD PAVILION CODE OF NEW YORK STATE. IT IS A VIOLATION OF NEW YORK 2 STATE EDUCATION LAW FOR ANY ) BOUNDARY AREA OF Io TYP. DOOR TAG PERSON TO ALTER THESE PLANS, $ ENERGY CODE \ KEYED SECTION OR DETAIL SPECIFICATIONS OR REPORTS IN TOWN OF WAPPINGER DUTCHESS COUNTY, NY CODE DES/GN METHOD: NONE, UNHEATED (SEASONAL USE) ANY WAY, UNLESS ACTING UNDER THE DIRECTION LICENSED GENERAL NOTES w� TYP. WINDOW TAG PROFESSIONAL ENGINEER. CL/MATE ZONE. 5 AND CODES COMPLIANCE DATA a 3 R" VALUE REQUIRED (802.,YR" VALUE PROVIDED A WALL TYPE. REFER TO CONTROL Roots TYP. ROOM DESIGNATION EXTERIOR WALLS N/A N/A 2D1 MORRIS ASSOCIATES,P.S., LLC ROOF/CEILING N/A N/A SHEET A-10 = FLOOR (SLAB) N/A N/A ENGINEERING CONSULTANTS-LAND SURVEYORS W/NDONS/GLAZ/NG N/A N/A 9 Elks Lane, 64 Green Street _s` Poughkeepsie,New York 12601 Hudson,New York 12534 Phone No. (845) 454-3411 Phone No. (518) 828-2300 Fax No. (845) 473-1962 Fax No. (518) 828-3963 LL f DATE SCALE IDESIGNEDBY TJG FILE No. DRAWING No. 0 N TJG 3 5/27/14 AS NOTED °"" BY � - W21406 A-1 of 3 (CHECKED BY RJG Y S J _ 30-YEAR ARCHITECTURAL ASPHALT ROOF N 54 54 � SHINGLES. COLOR AS SELECTED BY OWNER 'r 2x4 CONT. SUB-FASCIA15# FELT UNDERLAYMENT - - - - 30-YEAR ARCHITECTURAL - - ASPHALT ROOF SHINGLES. 2"x8" (ON FLAT) PURLINS @ 24"O.C. CI COLOR AS SELECTED BY - - - - - - OWNER �'s MPSON' #PC46 'SIMPSON' #PC4i 'SIMPSON' #PC+6 -SIMPSON' #PC46 4" CDX PLYWOOD SHEATHING SIMPSON' MODEL �\ LSW PSON' PC46 �� 2x10 RAFTERS POIT CAP I , I I I PAST CAPI I I { I DOST CAP I I I I I POST c)AP I I POST �AP I I I I I "? H8 HURRICANE TIES 15# FELT UNDERLAYMENT @ 16"0.C.� 3, 8„ L � EACH TRUSS 3 8 U v 2x6 CONTINUOUS �� 4" CDX PLYWOOD SHEATHING I 6 I 2'-62" I'-12" I BEARING PLATE I'-12" 2'-62 N '' f -"" �E, L 2x6 CONTINUOUS @ 4 x6" FASCIA ROOF TRUSSES e BEARING PLATE U) (PAINTED) @ 32"0.C. N I I I I I I I I I I I I I I I N U - SUB FASCIA 4 (3) 2x12 CONS. HEADER ` 1 1'-5EE U ILL6 'SIMPSON' #PC46 H P LL° I 10 0 o I - H TI-II CONTINUOUS - POST CAP -2"x10" CEILING 2"x6" FASCIA -I � I @ FRIEZE PANEL (PAINTED) JOISTS @ 16"O.C. W � @ _ O2x4 CONT. O -ALUMINUM SUB-FASCIA 2x BLOCKING AS REQUIRED oo v PERFORATED 2xI2 _ 2xI2 4"x20" POST WRAP (PAINTED) - N v SOFFIT RIDGE RIDGE NN 4'x4" P.T. DIAGONAL BRACING -- U 10" SPLIT-FACE 2x4 @ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J-2x4 @ �. � CMU 0' — � O U 16"O.C. O J U O O 01 I - o o I e H N @ I N K) N N AV— LU ISI I I cnI I I I I I I I I I I I I I I jlOf ~ L ILL 0 00 SI PSON' #PC46 I I ( I MPSON'I#PC46 I I I I IMPSOq' #PC41 I I I 'SIMPSJN' #PCt6 I 'SIMPSION' #PC46 I I I I � }' W N POST CAP 'PSAST CAP OST CA POST AP POST AP = ° �(D —'� O _i -0 0 J °° °° oU O — — — — �- — — — 6"x6" P.T. POST - v LD 2x4 CONT- SUB-FASCIA _ —Ic0 O L0I00 a-z a-z ROOF FRAMING PLAN SCALE: 3/16"=1 '-0" cf) af 0 of - �— #4 BARS @ 32"O.C U ov FULL HEIGHT. GROUT 30-YEAR ARCHITECTURAL � CORES SOLID ASPHALT ROOF SHINGLES 12 4"X20" POST WRAP (PAINTED) - I2 5 2" EXPANSION FILLER 2" EXPANSION FILLER -� 2" EXPANSION FILLER 'SIMPSON' #CBSQ66 a` POST BASE (TYP.) 4" CONCRETE SLAB - 4" CONCRETE ;SLAB 4" CONCRETE SLAB TI-II SIDING. PAINT COLOR 5 W/ 6x6 2.9/2.9 WWM — W/ 6x6 2.9/2.4 WWM W/ 6x6 2.9/2.9 WWM AS SELECTED BY OWNER — — I I I 2" EXPANSION FILLER #4 BAR (CONT.) #4 BAR (CONT ) #4 BAR (CONT.) 2 22" 1" COVER I" COVER I" COVER FLASH AT ROOF/WALL INTERSECTIONS IZ FINISH GRADE 2.. 35'-02., 2" 1Y - - U �_ -� NOTES WRAP SLAB 2" (MIN.) / AROUND SONO-TUBE - - - N 1) TRUSS CONFIGURATION AS SHOWN IS TO ILLUSTRATE DESIGN INTENT ONLY. ACTUAL CONFIGURATION � SPLIT-FACE CMU - cy o SHALL BE DETERMINED BY THE TRUSS MANUFACTURER'S ENGINEER. O 1 c 6x6 P.T. TIMBER POST— Lo 0 2) ROOF TRUSSES SHALL BE DESUIGNED AND CERTIFIED BY A N.Y.S. LICENSED ENGINEER. (P DOWEL 7 — J, (POST BASE ANCHOR) nZ11. �o o O o CONCRETE SLAB _I �., - _. :..- ,.L-__ a_. _.I 1. 1__.. I_.- U) 3) SHOP DRAWINGS SHALL BE PROVIDED TO THE PROJECT ENGINEER FOR APPROVAL PRIOR TO FABRICATION. U o —I (2) #4 BARS l �. ��= ��-� 0 16"0 CONCRETE FILLED - (CONT.) 3" MIN. COVER FINISH GRADE I I I 1 I I I I j `T- I� 'SONO-TUBE'. SET BASE CMU COLORS AS SHOWN OF 'SONO-TUBE' 48" (MIN.) - 6 MIL VAPOR BARRIER SHALL BE AS SELECTED _ ARS (CONT.) (2) #4 BARS BY OWNER BELOW FINISH GRADE (TYP.) OVER 6" COMPACTED 3" MIN. COVER GRADED GRAVEL (95% (CONT.) 3" MIN. COVER RIGHT SIDE ELEVATION (LEFT SIDE ELEVATION SIMILAR) ROOF TRUSS DETAIL 6 MIL VAPOR BARRIER STANDARD PROCTOR) OVER 6" COMPACTED SCALE: 3/16"-1 '-0" SCALE: 3/16"=1 '-0" GRADED GRAVEL (95% (4) #5 BARS TIED @ 12"O.C. :_1 STANDARD PROCTOR) — r I� - 30-YEAR ARCHITECTURAL - ASPHALT ROOF SHINGLES DETAIL 2 DETAIL _. FLASH AT ROOF/WALL 01AA%_ SCALE: 1 "=1 '-0" A-5 SCALE: 1 "=1 '-0" INTERSECTIONS � �J _ - - - - - - •- ; 2 ISSUED FOR BID 7/17/14 TJG i — — — " I— ii \\ jY / \—f 1 ISSUED FOR BID 5/27/14 TJG 1` REV.No DESCRIPTION DATE BY -.-6x6 P.T. -CMU WALL BEYOND TIMBER POST CMU WALL BEYOND - i IT IS A VIOLATION OF NEW YORK MARTZ FIELD PAVILION STATE EDUCATION LAW FOR ANY CONCRETE SLAB PERSON TO ALTER THESE PLANS, SPECIFICATIONS OR REPORTS IN TOWN OF WAPPINGER DUTCHESS COUNTY, NY rFINISH GRADE ANY WAY, UNLESS ACTING THE DIRECTION OFA LICENSED+ EXTERIOR ELEVATIONS PROFESSIONAL ENGINEER. ti E N E ROOF PLAN & DETAILS MORRIS ASSOCIATES,P.S., LLC ENGINEEElks RING� RING CONSULTANTS-LANDSURVE YORS 4 s; Q FRONT ELEVATION (REAR ELEVATION SIMILAR) , . Poughkeepsie New York 12601 Hudson,New York 12534 a i"s: i - ' Phone No. (845) 454 341 Phone No. (518) 828-2300 Fax No. (845) 473-1962 Fax No. (518) 828-3963 Lo SCALE: 3/16"=1 '-0" v� to .. �. DATE SCALE IDESIGNEDBY TJG FILE No. DRAWING No. 5/27/14 AS NOTED °R4NMBY TJG W21406 A-3 of 3 ICHECKEDBY RJG I u= m f 0 v N 3 Y N S A 2 A 2 84'-2" 61 0 (D 0 O 0 0 0 0 0 O 0 21, 12 5 2x12 RIDGE 2x4 COLLAR TIES @ 48"O.C. 2 co A-3 2x10 RAFTERSLO / o� F - - - -1 I i - - - -� 2x10 CEILING JOISTS @ 16"O.0 I I I I I I I I I I I I I I I I L2x6 P.T. CONT. BEARING PLATE =loo = 10" SPLIT-FACE CMU WITH ,— I I S.C. S.C. I I I I �� --- - 'DUR-O-WAL' REINFORCING co 30"W x 12"DP CONTINUOUS I I EVERY OTHER COURSE CONCRETE FOOTING I I Z4" CONCRETE SLAB W/ 6x6 I I I I ._- 4" CO6CRETE SLAB W/ 6x6 2.9/2.9 WWM 2.9/2.9 WWM OVER 6 MIL I I I VAPOR BARRIER AND 6" COMPACTED GRADED GRAVEL I (95% STANDARD PROCTOR) I I _ I L — — — J 10 REINFORCED CONC. FROST WALL . L - - - - - - - - J L - - - - - - - - J r--- —� 30"W x 12"DP REINF. CONC. FOOTING �---� 16"0 CONCRETE FILLED 'SONO-TUBE'. FOOTING SHALL BE 48" (MIN.) BELOW cv SET BASE OF 'SONO-TUBE' 48" (MIN.) U. U GRADE AND SET ON UNDISTURBED BELOW FINISH GRADE (TYP.) - SOIL OF ADEQUATE BEARING 'SIMPSON' #CBSQ66 POST BASE (TYP.) A BUILDING SECTION 0 (;� C 0 0 0 C� 0 0 �\ \ -\ ` -2 SCALE: 1 /4"=V-0" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" A 8'-3" 8'-3" I10", a a-z a-z FOUNDATION PLAN SCALE: 3/16"=1'-0" Q z aBz 30-YEAR ARCHITECTURAL 84 2 ASPHALT ROOF SHINGLES 2"x8" (ON FLAT) \ ti PURLINS @ 24"O.C. L7 0 (3) 2x12 (CONT.) $ © (3) 2x12 (CONT.) C7 OA-3 12 �IcO 6"x6" P.T. POSTS (TYP.) 6"x6" P.T. POSTS (TYP.) 15 N O N� O N� p IX O\ XI �- N N CD i ROOF TRUSSES @ 32"O.C. _TRUSSES SHALL BE DESIGNED � �lo° (3) 2x12 CONTINUOUS HEADER AND CERTIFIED BY A N.Y.S. 10'^x. 6. 38..11,>01, 73'-3 10�� 6, 38„ 'SIMPSON' #PC46 POST CAP LICENSED ENGINEER 10" SPLIT-FACE CMU WITHI = 'DUR-O-WAL' REINFORCING - 4"X4" DIAGONAL BRACING _1 EVERY OTHER COURSE (SEE DETAILS FOR VERTICAL -' 6"x6" P.T. POST N 1-1ao REINFORCEMENT) — — —100 Lolco ��co Cr Cr I N7 r� - 'SIMPSON' #CBSQ66 4" CONCRETE SLAB 10" SPLIT-FACE CMU WITH POST BASE (TYP.) 'DUR-O-WAL' REINFORCING W/ 6X6 2.9/2.9 WWM EVERY OTHER COURSE (SEE DETAILS FOR VERTICAL REINF.)— IL T 16"0 CONCRETE FILLED .�. SE 0 o ONOBTUBEE 48" "(MIN. ) b BELOW FINISH GRADE (TYP.) 3'x7' INSULATED STEEL 3'x7' INSULATED STEEL DOOR AND FRAME L: -1� DOOR AND FRAME �I = N BUILDING SECTION 01 -Wx6" P.T. POSTS (TYP.) 6"x6" P.T. POSTS (TYP.) OAT-2 SCALE: 1 /4"=V-0" — (3) 2x12 (CONT.) �— — -0 — — 0 — _-0 — o- (3) 2x12 (CONT.) —� — — cl ; . 2'-61„ 2'-61 , 2 10' 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" �" 2 A 2 ISSUED FOR BID 7/17/14 TJG a-2 a-z FLOORPLAN 1 ISSUED FOR BID 5/27/14 TJG REV.No DESCRIPTION DATE BY SCALE: 3/16"=1'-0" IT IS A VIOLATION OF NEW YORK MARTZ FIELD PAVILION STATE EDUCATION LAW FOR ANY PERSON TO ALTER THESE PLANS, a SPECIFICATIONS OR REPORTS IN TOWN OF WAPPINGER DUTCHESS COUNTY, NY ANYWAY, UNLESS ACTING UNDER THE OF A PROFDESSONALEENGIN ER. FOUNDATION PLAN, FLOOR PLAN & BUILDING SECTIONS MORRIS ASSOCIATES,P.S., LLC 3 ENGINEERING CONSULTANTS-LAND SURVEYORS L 9 Elks Lane, 64 Green Street aI Poughkeepsie, New York 12601 Hudson,New York 12534 o Phone No. (845) 454-3411 Phone No. (518) 828-2300 a Fax No. (845) 473-1962 Fax No. (518) 828-3963 0 a DESIGNEDBY TJG DATE SCALE I FILE No. DRAWING No. 5/27/14 AS NOTIDBnwN 8V TJGED W21406 A-2 of 3 ICHECKED BY RJG I N 3 Q a_ 31 x