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HomeMy WebLinkAboutApp# 3817DOOR SCHEDULE 1'-21/2! DOOR FRAME REMARKS N0. SIZE MATERIAL I HEADJAMB SILL MATERIAL \ ® 4'-0" O.C. IPR 3'-0"X7'-0" METAL 1 2 3 METAL REMOVABLE PANELS SEE DETAIL 4 D INTAKE-� LOUVER 0 i IV a I n J �I Z t� i rn lV j U 0 aNoi a__ n- 1,,, --EXHAUST FAN / OPENING SIZE TO SUIT FAN Lj D PLAN(3) 12_ �8 FIBERGLASS (F.C.P.)— X / t 2x4 CEILING PANELS J/ lb. 1 X 4 TRIM BOARD - r 2-#5 -- 2'-0" x 4'-0" CEILING ACCESS PANEL ABOVE (SEE DETAIL TH!S SHEET) << I 1 r N 0 � G _ n J Z R z z" o l } N C w oa a a o � � m 4� m I `4I I V_INTAKE � LOUVER °I 1 \,E. I a M 1\\-2'-0" x 4'-0" CEILING ACCESS 5'-4' s'-4' PANEL ABOVE (SEE DETAIL THIS SHEET) �Q PLAN Q -0" TYPICAL ROOF CONSTRUCTION -ROOF SHINGLES OVER 15# FELT PAPER - 3'-0" WIDE ICE DAM - 5/8" PLYWOOD SHEATHING -ROOF TRUSS -9 1/2" FIBERGLASS BATT INSULATION -1 X 3 STRAPPING @ 12" O.C. -BAFFLE VENT -CMU BOND BEAM -ALUMINUM DRIP EDGE -1 X 3 TRIM BOARD - 1 X 8 FASCIA -CONTINUOUS ALUMINUM SOFFIT VENT SOFFIT #6 VERT. REINF. Q @ 48" O.C. (SEE II TYP. MASONRY V) REINF. DETAILS U) DWG. S-1 FOR ADD -L. DOWELS) 00 WALL SECTION 3/4"=1'-0" Y 0 a 3RICK R!GID INSULATION PPROOFING VANIZED METAL (FORCING @ 16" O.C. ;.M.U. BRANE FLASHING P HOLES @ 24" O.C.I OVERHANG E OF MASONRY /N 91269-A1 10/08/92 19:21 NOT SET C:\DWG\91269\92-2\ 92988. 92988. 92988. 92988. 91269 MDC MDC COTE COTE COTE " X 6 3/4" PRESSED 1 3/4" INSULATED METAL FRAME PANEL FASTENED TO FRAME 4" X 6 3/4" PRESSED 1D2� METAL FRAME 1 d' I r 1'-21/2! - �l— o TYPICAL EXTERIOR - -- -- 1/2"d EXPANSION SHIELD N i \ ® 4'-0" O.C. I� THRU WALL. FLASHING REMOVABLE FRAME MEMBERS ELEVATION 4 0 2 I 0 24"W X 32"H - LOUVER (PLAN (Z ONLY) za I 1� EXHAUST FAN EXHAUST FAN (PLAN Q ONLY (PLAN 1� ONLY ELEVATION CONTINUOUS RIDGE VENT ELEVATION 0 ELEVATION TYPICAL GABLE WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION ALUM. DRIP EDGE 1 X 3 TRIM 2 X 6 FLY RAFTER 1 X 8 RAKE BOARD 2 X 4 STUDS @ 16" O.C. WITH 5/8" PLYWOOD SHEATHIING BRICK TIES @ 16" O.C. (VERT. AND HORIZ.) 15# FELT PAPER 1/2" 0 ANCHOR BOLTS @ 4'-0" O.C. (2) 2 X 8 TREATED PLATES 2 #5 REINF. BARS TYPICAL WALL CONSTRUCTION GABLE WALL DETAIL. 3/4"=1'-0" NO. DESCRI PTI ON DATE REVISIONS THRESHOLD IN SEAL AN RAIN DRIP JAMB 2 –0" WHITMAN & HOWARD, INC. 45 WILLIAM STREET, WELLESLEY, MASS. SILL 3 1 "=1'-0" DOOR DETAILS 24"W X 32"H LOUVER (PLAN Q1 ONLY) CAP I . STEEL CHAIN WITH WIVEL SNAP–HOOK 1 o ONE END AND (NNECTOR LINK THE OTHER END YP. AT STAIR) 00 1 NOTE: ALL POSTS F.R.P. POST I REMOVABLE AND RAIL OPOFCONCRETE F.R.P. ANGLE 3" X 3" FASTEN TO CONCRETE S.S. BOLTS WITH LAG BOLTS AND EXPANSION SHIELDS POST ELEVATION NOT TO SCALE REMOVABLE — INSULATED PANEL CONT. NEOPRENE ---- GASKET 4 SIDES �� 1�1 1/2" X 1 1/2" X 1/4' GALVANIZED L BETWEEN PANEL & L 4;7' % SECURE WITH S.S. SCREWS TO PANEL AND FRAME 0 REMOVABLE P.M. FRAME INSULATED METAL DOOR MULLION 4 REMOVABLE FRAME DETAIL .TYPICAL EXTERIOR WALL CONSTRUCTION / HRU WALL FLASHING 4" CMU -FILL SOLID W/MORTAR X 3 1/2" X 5/16" u GALVANIZED STEEL LINTEL ANGLES 0 0 z_ w z� HEAD ``'- e 0 I 00 a: F.R.P. POSTTOP OF CONCRETE (REMOVABLE SIDE MOUNTING ``````������ BRACKET • _•av ry EDGE OF CONCRETE - POST MOUNTING NOT TO SCALE OF CEILING ACCESS PANEL -0" 2'-0„ I CEILING PANEL -J 1'-2 1 2" N w INSULATION—- -TYPICAL EXTERIOR (2) 2 X 10 HEADER -- —� - WALL CONSTRUCTION 1 X 4 WOOD TRIM MOTOR OPERATED LOUVER I 1 X 3 WOOD STRAPPING © 12" O.C. SEALANT - CEILING PANELS CEILING JOIST AS OCCURS - INSULATED METAL DOOR SLOPED ALUMINUM SILL TYPICAL EXTERIOR 10" SOLID CMU CEILING ACCE&EFOPENII iG WALL CONSTRUCTION " i:_3BEYOND 3/4"=1-0 v F SILL' n� 6 NOTES:i•i ' 1. PLAN ITIS FOR THE FOLLOWING FACILITIES FACILITY FOR MAIN PUMPING STATION FACILITY FOR PUMPING STATIONS NO. 4 & 5 2. PLAN(2)IS IS FOR THE FOLLOWING FACILITIES: LOUVER AND EXHAUST FAN DETAILS FACILITY FOR PUMPING STATION NO. 13 FACILITY FOR PUMPING STATION NO. 17 FACILITY FOR PUMPING STATIONS NO. 18 & 19 PROPOSED DRAWING N0. ORIGINAL FULL SIZE DRAWING=4"_I A_ 1 CORROSION CONTROL FACILITIES„j#/dR°VEI REPRODUCTIONS MAY BE REDUCED SIZE ADB NO. AitfC xfTH COMMITTEE 91-269 YARMOUTH, MASS. °K"Ro APPROVED CONTRACT NO. 92-2 DESIGNED DRAWN CHECKED SCALE JDATE ARCHITECTURAL PLANS, SECTIONS AND DETAIL AS NOTED OCT. 1992 SHEET S OF 16 SHEETS 1'-21/2! TYPICAL EXTERIOR -- 1/2"d EXPANSION SHIELD WALL CONSTRUCTION ® 4'-0" O.C. THRU WALL. FLASHING I 5/8" 4 EXP. ANCHORS ' @ 2'-0" O.C, PRECAST CONCRETE LINTEL WEEP HOLES @ 16" O.C. ll WITH #6'S TOP AND BOTTOM - AND #4 STIRRUPS 12" O.C. 0- f — 1 1 1-t -SEALANT (BOTH SIDES) m GALVANIZED STEEL LINTEL ANGLE 3Z4 6 3/4' 6 X 6 X 3/8 PRESSED METAL FRAME FILL WITH MORTAR HEAD , 6" X 3 1/2" X 5/16" GALVANIZED STEEL LINTEL ANGLE V-2-1/2" WEEP HOLES @ 16" O.C. TYPICAL EXTERIOR SEALANT ----- — \ WALL CONSTRUCTION 2" X 1° X i; 8" ANGLE (ALL SIDES) GALVANIZED METAL TIES - #6 EA. SIDE OF OPENING MIN. 3 EACH JAMB SEE DRAWING S-1 SEALANT PRESSED METAL FRAME - FILL WITH MORTAR M.O. SEE PLAN T. WEATHERSTRIPPING INSULATED METAL DOOR THRESHOLD IN SEAL AN RAIN DRIP JAMB 2 –0" WHITMAN & HOWARD, INC. 45 WILLIAM STREET, WELLESLEY, MASS. SILL 3 1 "=1'-0" DOOR DETAILS 24"W X 32"H LOUVER (PLAN Q1 ONLY) CAP I . STEEL CHAIN WITH WIVEL SNAP–HOOK 1 o ONE END AND (NNECTOR LINK THE OTHER END YP. AT STAIR) 00 1 NOTE: ALL POSTS F.R.P. POST I REMOVABLE AND RAIL OPOFCONCRETE F.R.P. ANGLE 3" X 3" FASTEN TO CONCRETE S.S. BOLTS WITH LAG BOLTS AND EXPANSION SHIELDS POST ELEVATION NOT TO SCALE REMOVABLE — INSULATED PANEL CONT. NEOPRENE ---- GASKET 4 SIDES �� 1�1 1/2" X 1 1/2" X 1/4' GALVANIZED L BETWEEN PANEL & L 4;7' % SECURE WITH S.S. SCREWS TO PANEL AND FRAME 0 REMOVABLE P.M. FRAME INSULATED METAL DOOR MULLION 4 REMOVABLE FRAME DETAIL .TYPICAL EXTERIOR WALL CONSTRUCTION / HRU WALL FLASHING 4" CMU -FILL SOLID W/MORTAR X 3 1/2" X 5/16" u GALVANIZED STEEL LINTEL ANGLES 0 0 z_ w z� HEAD ``'- e 0 I 00 a: F.R.P. POSTTOP OF CONCRETE (REMOVABLE SIDE MOUNTING ``````������ BRACKET • _•av ry EDGE OF CONCRETE - POST MOUNTING NOT TO SCALE OF CEILING ACCESS PANEL -0" 2'-0„ I CEILING PANEL -J 1'-2 1 2" N w INSULATION—- -TYPICAL EXTERIOR (2) 2 X 10 HEADER -- —� - WALL CONSTRUCTION 1 X 4 WOOD TRIM MOTOR OPERATED LOUVER I 1 X 3 WOOD STRAPPING © 12" O.C. SEALANT - CEILING PANELS CEILING JOIST AS OCCURS - INSULATED METAL DOOR SLOPED ALUMINUM SILL TYPICAL EXTERIOR 10" SOLID CMU CEILING ACCE&EFOPENII iG WALL CONSTRUCTION " i:_3BEYOND 3/4"=1-0 v F SILL' n� 6 NOTES:i•i ' 1. PLAN ITIS FOR THE FOLLOWING FACILITIES FACILITY FOR MAIN PUMPING STATION FACILITY FOR PUMPING STATIONS NO. 4 & 5 2. PLAN(2)IS IS FOR THE FOLLOWING FACILITIES: LOUVER AND EXHAUST FAN DETAILS FACILITY FOR PUMPING STATION NO. 13 FACILITY FOR PUMPING STATION NO. 17 FACILITY FOR PUMPING STATIONS NO. 18 & 19 PROPOSED DRAWING N0. ORIGINAL FULL SIZE DRAWING=4"_I A_ 1 CORROSION CONTROL FACILITIES„j#/dR°VEI REPRODUCTIONS MAY BE REDUCED SIZE ADB NO. AitfC xfTH COMMITTEE 91-269 YARMOUTH, MASS. °K"Ro APPROVED CONTRACT NO. 92-2 DESIGNED DRAWN CHECKED SCALE JDATE ARCHITECTURAL PLANS, SECTIONS AND DETAIL AS NOTED OCT. 1992 SHEET S OF 16 SHEETS MATTHEWS POND ROUTE 6A LOCUS / Po ROCk Gy�o/L O� o' s� SFT LOCUS MAP SCALE: 1"=2000* ASSESSOR'S MAP 103 PARCEL NO. R3 ZONE DISTRICT: R40 11-1 L4j WOODS O PP#7/15 W, UG CABLE WOOD _ ( — — — -WC FENCE WG B/T p / / l / 1 X 28.1 28---------L?78 // 1 / l /------------� 11 / 1 IWOOD / / ��9 k1 �w II I FENCE 10 W _ �O (y / 1 ROCK wC 1 1 0 OUT OP I FLAGP( I x � 1 ° I 8'OAK 4'OAK II SHRUB WOOD I \ \ FENCE I 'fes I 11 I J SIT OR / I rIr_ �GG CB�� ) \ B/T pR I 24 6 K/ WOOD \ CB FENCE V NO. DESCRIPTION REVISIONS DATE EXISTING STING \\ ` WELL � \ 1 wEtt — — —50 1 \ 1 X 22.0 1 ti }} l} }1 \\ 1 \1 I 11 — x x SIN \ \ `\WOODS i --STONE OUTFALL 4" D.I. DRAIN OUTLET EL. 14.70 BIT. CONC. PAVT. JG CABLE �\ \ BIT LOT \\ ivc, — E 19 / ®L --i\—AfAlIV STA TION WHITMAN & HOWARD, INC. 45 WILLIAM STREET, WELLESLEY, MASS. \ 2t PP//PL 610/3/SS -.a- ORIGINAL FULL SIZE DRAWING=4" REPRODUCTIONS MAY BE REDUCED SIZE DRAWN CHECKED SCALE DATE 1 "=20' 1 OCT. 1992 LEGEND CONTOUR INDEX CONTOUR SPOT ELEVATION TREE LINE LIMIT OF CONTRACT CHAIN LINK FENCE TRAVERSE POINT BIT. CONC. PVMT. SEE PLAN FOR GRADING PROPOSED 41 45 41.5 —x L x 1/4"/FT. MIN. 0 o Mr a :" 8" COMPACTED DENSE GRADED CRUSHED STONE BIT. CONC. PVMT. 1 1/2" TOP COURSE 8" COMPACTED SAND OR 2" BINDER COURSE SAND AND GRAVEL SUBBASE BITUMINOUS CONCRETE PAVEMENT NOT TO SCALE NOTES 1. ALL EXISTING ORGANIC MATERIAL WITHIN THE LIMIT OF CONTRACT SHALL BE STRIPPED AND REMOVED. 2. THE LIMIT OF WORK LINE SHALL BE THE PROPOSED TREE LINE UNLESS SHOWN THUS: L 3. LOAM, SEED AND MULCH ALL AREAS DISTURBED BY THE WORK OF THIS CONTRACT EXCEPT THOSE AREAS RECEIVING BITUMINOUS CONCRETE. 4. THE PROPOSED BITUMINOUS CONCRETE ACCESS ROADS, PARKING AREAS, WALKWAYS, AND AREAS AROUND THE CORROSION FACILITY AND PUMPING STATION SHALL BE A TOTAL THICKNESS OF 3-1/2" BITUMINOUSCONCRETE (BINDER COURSE OF 2" AND TOP COURSE OF 1-1/2"). BASE FOR BITUMINOUS CONCRETE SHALL BE A MINIMUM 8" OF DENSE GRADED CRUSHED STONE (COMPACTED) ON AN APPROVED 8" OF SAND OR SAND AND GRAVEL SUBBASE (COMPACTED). BITUMINOUS CONCRETE SHALL EXTEND ONE FOOT BEYOND THE CHAIN LINK FENCE. THE LIMITS OF PROPOSED BITUMINOUS CONCRETE PAVEMENT IS SHOWN SHADED ON THE SITE PLANS. n 5. ALL BITUMINOUS CONCRETE DISTURBED FOR UTILITIES SHALL BE CUT BACK TO UNDISTURBED MATERIAL PARALLEL TO THE TRENCH AND REPAVEQ, REPLACEMENT OF PAVEMENT INCLUDING BASE AND SUBBASE MATERIALS SHALL $E, IN ACCORDANCE WITH ITEM 4 ABOVE. r 6. ALL TREES, STUMPS, BRUSH, UNSUITABLE ORGANIC MATERIALS, ANb EXCESS SIE MATERIALS THAT CANNOT BE REUSED AND ALL EXISTING BITUMINOUS CGZbCRETE) FENCING, STRUCTURES, AND UTILITIES NOTED TO BE REMOVED SHALL BE—THE ", PROPERTY OF THE CONTRACTOR AND LEGALLY DISPOSED OF UNLESS OTHtRWIS0 NOTED. ;� O 7. DIMENSIONS OF THE CORROSION CONTROL FACILITY ARE 37'-4" x 20'-0e'.'Ib �v PROVED YARMOUTH COMMITTEE OKHRD PROPOSED 4WNG NO. LA -1 CORROSION CONTROL FACILITIES I N0' 91-269 VTRACT NO, YARMOUTH, MASS. 92-2 SITE PLAN 2 OF 16 SHEETS FACILITY FOR MAIN PUMPING STATION 3507