Image_20140723_0002 A 2 A 2 84'-2" i' n - \ ti o ^ ... . (D �.J... O. .. O O O O O O O o 12 v I5 2x12 RIDGE 2x4 COLLAR TIES @ 48"0.C.co 2 A-3 � " " \ 2x10 RAFTERS - - - - - - - - \ �1� - - - - - � I i — — — � I @ 16"O.C. � LO F I 2x10 CEILING JOISTS @ 16"O.0 I I i i I L2x6 P.T. CONT. BEARING PLATE I I I I =100 I I - 10" SPLIT-FACE CMU WITH — S.C. I I I I Ln�co S.C. .� _ DUR-O-WAL' REINFORCING 00 �0 EVERY OTHER COURSE _ I 30"W x 12"DP CONTINUOUS — CONCRETE FOOTING 4" CONCRETE SLAB W/ 6x6 2.9/2.9 WWM Z4" CONCRETE SLAB W/ 6x6 I I I 2.9/2.9 WWM OVER 6 MIL I I I I ..----. r I I I VAPOR BARRIER AND 6" COMPACTED GRADED GRAVEL I I I I (95% STANDARD PROCTOR) i — — — J i = 10" REINFORCED CONC. FROST WALL = L- - - - J I 30"W x 12'DP REINF. CONC. FOOTING 16"0 CONCRETE FILLED 'SONO-TUBE'. FOOTING SHALL BE 48" (MIN.) BELOW / U SET BASE OF 'SONO-TUBE' 48" (MIN.) cv U -1� GRADE AND SET ON UNDISTURBED / BELOW FINISH GRADE (TYP.) SOIL OF ADEQUATE BEARING co SIMPSON' #CBSQ66 POST BASE (TYP.) BUILDING SECTION -� -2 SCALE: 1 /4"=1 0 8'-3 8 -3 8 -3 8 -3 8 3 -- 8_3" ;L--- 8 -3 8'-3" .� 8 3 .�°.� — - -- A A-z A-z FOUNDATION PLAN SCALE: 3/16"=1'-0" A- A-2 30-YEAR ARCHITECTURAL 84'-2° ASPHALT ROOF SHINGLES 2"x8" (ON FLAT) • � � PURLINS @ 24"O.C. 0— (3) 2x12 (CONT.) — — $ — — © (3) 2x12 (CONT.) © 12 z 6"x6" P.T. POSTS (TYP.) 6"x6" P.T. POSTS (TYP.) — A-3 15 �c� 0 N� 00 N� O I'-8411 0 ROOF TRUSSES @ 32"O,C. TRUSSES SHALL BE DESIGNED 6'-3-" * ' 4, lo' 8 = (3) 2x12 CONTINUOUS HEADER AND CERTIFIED BY A N.Y.S. 73'-3— U-3 lo� 8 " �� '10 - 'SIMPSON' #PC46 POST CAP LICENSED ENGINEER lo° SPLIT-FACE CMU WITH 4"x4" DIAGONAL BRACING -1c0 'DUR-O-WAL' REINFORCING EVERY OTHER COURSE = 6"x6" P.T. POST N r-100 _ —100 X100 ��� o� a, I � 10 'SIMPSON' #CBSQ66 POST BASE (TYP.) 4" CONCRETE SLAB I 0" SPLIT-FACE CMU WITH W/ 6X6 2.9/2.9 WWM 'DUR-O-WAL' REINFORCING EVERY OTHER COURSE L 16"0 CONCRETE FILLED 'SONO-TUBE'. SET BASE OF 'SONO-TUBE' 48" (MIN.) �— BELOW FINISH GRADE (TYP.) DOOR INSULATED AND FRAME STEEL 3'x7' INSULATED STEEL DOOR AND FRAME Z�I —1� E3 BUILDING SECTION cy\� N N 01 -6"x6" P.T. POSTS (TYP.) 6"x6" P.T. POSTS (TYP.) NN X A-2 SCALE: 1 /4"=V-0" 17-1 (3) 2x12 (CONT.) — v — o- (3) 2x12 (CONT.) 9, 2'-62, 10 / 8, 3„ 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3.. 2 oe A A-2 A-2 FLOOR PLAN 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, SPECIFICATIONS OR REPORTS IN TOWN OF WAPPINGER DUTCHESS COUNTY, NY ANY WAY, UNLESS ACTING UNDER THEPRO ESSIO ON OF A ALENGILICENSED FOUNDATION PLAN, FLOOR PLAN PROFESSIONAL ENGINEER. N & BUILDING SECTIONS C MORRIS ASSOCIATES,P.S., LLC 3 ENGINEERING CONSULTANTS-LAND SURVEYORS 9 Elks Lane, 64 Green Street 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 0 DATE SCALE IDESIGNED BY TJG I FILE No. DRAWING No. IDRAM BY TJG 5/27/14 AS NOTED ICHECKEDBY RJG I , W21406 A-2 of 3 N 3 Q a s