⠀䤀一䌀䰀唀䐀䤀一䜀 䘀伀唀一䐀䄀吀䤀伀一匀尩 & METAL...
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Transcript of ⠀䤀一䌀䰀唀䐀䤀一䜀 䘀伀唀一䐀䄀吀䤀伀一匀尩 & METAL...
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COURTYARD
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RECEIVING/STOR.
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STOR.
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MECHANICAL DRAWING
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INTERNAL SUSPENSION
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STORAGE
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ENGLISH CLASSRM.
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ENGLISH CLASSRM.
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HEALTH CLASSRM.
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SCIENCE RM.
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/MATH
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GENERAL SHOP
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FINISHING
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CLOS.
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STOR.
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STOR.
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CRAFTS
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HOME ECONOMICS
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T.
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STOR.
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M.S. SCIENCE
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STOR. SHED
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CONFERENCE
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COPY RM.
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STOR.
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T.
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OFFICE
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TREATMENT
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WAITING
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CLOS.
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AUDI.
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T.
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STOR.
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FACULTY RM.
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BOILER RM.
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TRANSFORMER RM.
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STOR.
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STOR.
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CLOSED
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ELECT.
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AREA
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TESTING
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EXAM RM.
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STOR.
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CL.
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7TH GR. ART/
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7TH GR.CLASSRM.
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8TH GR.CLASSRM.
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7TH GR.CLASSRM.
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8TH GR.CLASSRM.
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7TH GR.CLASSRM.
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7TH GR.CLASSRM.
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6TH GR.CLASSRM.
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MIDDLE SCHOOL OFFICE
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T.
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GIRLS T.
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BOYS T.
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MATH 8TH GR.
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M.S. PRIN.
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CLOS.
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T.
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T.
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STOR.
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75 S.F.
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427 S.F.
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998 S.F.
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515 S.F.
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407 S.F.
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621 S.F.
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593 S.F.
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711 S.F.
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100 S.F.
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827 S.F.
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750 S.F.
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47 S.F.
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287 S.F.
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35 S.F.
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100 S.F.
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35 S.F.
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114 S.F.
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60 S.F.
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180 S.F.
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467 S.F.
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240 S.F.
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677 S.F.
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64 S.F.
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217 S.F.
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781 S.F.
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2,013 S.F.
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77 S.F.
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150 S.F.
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1,390 S.F.
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1,566 S.F.
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512 S.F.
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1,474 S.F.
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571 S.F.
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48 S.F.
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594 S.F.
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656 S.F.
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379 S.F.
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394 S.F.
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190 S.F.
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40 S.F.
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668 S.F.
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684 S.F.
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644 S.F.
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650 S.F.
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647 S.F.
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642 S.F.
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645 S.F.
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232 S.F.
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180 S.F.
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261 S.F.
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520 S.F.
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235 S.F.
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222 S.F.
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407 S.F.
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306 S.F.
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56 S.F.
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86 S.F.
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7TH GR. SCIENCE
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RM. #4
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RM. #3
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RM. #2
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RESOURCE RM.
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M.S. COMPUTER LAB
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RESOURCE RM.
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RM. #12B
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RM. #12A
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RESOURCE RM.
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514 S.F.
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RM. #1
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RM. #21
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RM. #23
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RM. #25
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RM. #20
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RM. #22
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RM. #24
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RM. #28
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RM. #5
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RM. #7
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RM. #8
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RM. #9
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RM. #17
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RM. #13
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RM. #15
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RM. #16
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556 S.F.
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CHILD CARE
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RM. #14B
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RM. #14A
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M.S. ART
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556 S.F.
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RM. #11
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RM. #10
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ENGLISH CLASSRM.
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RM. #6
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123 S.F.
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OFFICE
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RAMP
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RAMP
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38 S.F.
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28 S.F.
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ELEV.
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MECH.
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T.
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CLOS.
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CLOS.
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CLOS.
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STAIR "Jg"
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CORRIDOR
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43 SF
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38 SF
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44 S.F.
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72 S.F.
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48 S.F.
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28 SF
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30 SF
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125 S.F.
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VEST
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STOR.
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62 S.F.
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VEST.
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25 SF
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VEST.
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106 SF
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VEST.
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23 S.F.
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20 S.F.
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25 S.F.
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23 S.F.
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COURTYARD
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CAFETERIA
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SERVING
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REF.
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REF.
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OFFICE
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KITCHEN
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FACULTY DINING
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BOYS RM.
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GIRLS RM.
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JAN.
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WEIGHT RM.
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BASKET RACKS
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BOYS LOCKER
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T.
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P.E.
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A. DIR.
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MACHINE
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AUXILIARY GYM
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SHOWER
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GIRLS LOCKER
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BASKET
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TEAM RM.
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T./SHOWER
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UNIFORM
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GIRLS
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BOYS
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T.
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COACHES
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TEAM RM.
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GYMNASIUM
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SHOWER
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RACKS
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OFFICE
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LOCKER
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T.
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T.
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OFFICE
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OFFICE
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OFFICE
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SHOWER
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DRYING
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T.
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1,334 S.F.
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6,065 S.F.
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506 S.F.
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198 S.F.
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198 S.F.
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77 S.F.
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252 S.F.
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961 S.F.
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275 S.F.
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99 S.F.
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973 S.F.
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104 S.F.
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105 S.F.
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2,400 S.F.
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161 S.F.
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112 S.F.
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419 S.F.
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91 S.F.
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876 S.F.
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106 S.F.
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297 S.F.
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151 S.F.
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147 S.F.
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172 S.F.
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172 S.F.
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355 S.F.
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10,388 S.F.
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161 S.F.
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264 S.F.
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92 S.F.
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43 S.F.
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403 S.F.
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107 S.F.
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149 S.F.
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89 S.F.
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275 S.F.
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OFFICE
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P.E.
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89 S.F.
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141 S.F.
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120 S.F.
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VEST.
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TICK.
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LOBBY
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510 SF
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24 SF
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68 SF
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326 S.F.
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CORRIDOR
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VEST.
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48 SF
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STOR.
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90 S.F.
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SERVERY
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664 S.F.
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TOILET
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55 S.F.
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DISH WASH
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174 S.F.
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RM. #106
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RM. #107
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CORRIDOR
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GIRLS' LOCKER
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379 S.F.
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RM. #105
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GIRLS' TLT.
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126 S.F.
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RM. #104
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ST.
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BOYS' TLT.
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132 S.F.
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RM. #103
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BOYS' LOCKER
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379 S.F.
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RM. #101
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J.C.
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STORAGE
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275 S.F.
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RM. #102
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MULTI-PURPOSE ROOM
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6,989 S.F.
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RM. #100
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CORRIDOR
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DRY STOR.
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T.
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510 S.F.
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29 S.F.
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CORRIDOR
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SCIENCE LAB
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1,607 S.F.
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RM. #18
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PREP RM
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200 S.F.
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RM. #109
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PREP RM
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200 S.F.
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RM. #111
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SCIENCE LAB
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1,253 S.F.
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RM. #19
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54 S.F.
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COLD RM
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SHOWER
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117 S.F.
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OFFICE
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99 S.F.
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OFFICE
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99 S.F.
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STORAGE
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187 S.F.
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RM. #102A
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CL.
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VESTIBULE
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ELECT.
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71 S.F.
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29 S.F.
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28 S.F.
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32 S.F.
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PASSAGE
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COURTYARD
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COURTYARD
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RAMP
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CL.
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DUST COLLECTOR
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CL.
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STOR.
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CL.
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CL.
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41 S.F.
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102 S.F.
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SCHOOL STORE
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124 S.F.
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1,070 S.F.
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197 S.F.
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CORRIDOR
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CORRIDOR
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CORRIDOR
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CORRIDOR
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CORRIDOR
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CORRIDOR
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BOYS T.
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GIRLS T.
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JAN.
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CLOS.
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CLOS.
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242 S.F.
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242 S.F.
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82 S.F.
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40 S.F.
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45 S.F.
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CORRIDOR
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TRANSOM WINDOW ABOVE DOOR
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TRANSOM WINDOW ABOVE DOOR
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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48"
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SLOPE CONC. PAD
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1/4" PER FOOT MAX.
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SLOPE CONC.
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5% MAX.
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SLOPE CONC.
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5% MAX.
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SLOPE CONC.
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5% MAX.
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ELECTRIC
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CLOSET
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HWH
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VEST.
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STAIR "Fg"
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STAIR "Eg"
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UP
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UP
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STAIR "Ag"
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UP
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UP
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STAIR "Cg"
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UP
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UP
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UP
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UP
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UP
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STAIR "Bg"
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UP
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UP
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STAIR "Gg"
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STAIR "Dg"
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STAIR
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EG
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ELEV.
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E-1
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CORRIDOR
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C-1
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STAIR
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EG
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ELEV.
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E-1
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CORRIDOR
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C-1
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STAIR
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EG
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ELEV.
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E-1
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CORRIDOR
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C-1
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PATCH ALSPHALT ADJACENT TO NEW CONSTRUCTION
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EXISTING ASPHALT DRIVE
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#4 @ 24" O.C.
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4" CONCRETE S.O.G. W/ W4X4-W1.4-W1.4 WIRE MESH REINF.
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6" COMPACTED AGGREGATE
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POST MOUNTED MTL. HANDRAIL
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EXISTING BRICK VENEER
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12
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1
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EXPANSION FELT & SEALANT
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SEAL BETWEEN CONCRETE & ASPHALT, TYP.
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PATCH ALSPHALT ADJACENT TO NEW CONSTRUCTION
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EXISTING ASPHALT DRIVE
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#4 @ 24" O.C.
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4" CONCRETE S.O.G. W/ W4X4-W1.4-W1.4 WIRE MESH REINF.
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6" COMPACTED AGGREGATE
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WALL MOUNTED MTL. HANDRAIL
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EXISTING BRICK VENEER
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12
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1
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COORDINATE MOUNTING BRACKET LOCATION WITH EXISTING WINDOW
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EXPANSION FELT & SEALANT
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SEAL BETWEEN CONCRETE & ASPHALT, TYP.
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RETURN RAIL END TO WALL, TYP. BOTH ENDS
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#4 @ 24" O.C.
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4" CONCRETE S.O.G. W/ W4X4-W1.4-W1.4 WIRE MESH REINF.
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EXPANSION FELT & SEALANT
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EXISTING BRICK VENEER
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WALL MOUNTED MTL. HANDRAIL
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POST MOUNTED MTL. HANDRAIL
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PATCH ASPHALT ADJACENT TO NEW CONSTRUCTION
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EXISTING ASPHALT DRIVE
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SEAL BETWEEN CONCRETE & ASPHALT, TYP.
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6" COMPACTED AGGREGATE
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(AT 28 DAYS) FOOTING
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3,000 PSI CONCRETE
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4"
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MIN.
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12"
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TOP OF POST SHALL HAVE THE CONCRETE ROUNDED OVER
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6" SCHEDULE 40 STEEL POSTFILLED WITH CONCRETE. PAINT EXTERIOR OF POST WITH RUST-O-LASTIC ANTI-CORROSIVE PRIMER AND 2 COATS OF RUST-O-LASTIC ACRYLIC DTM FINISH..
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ALL RAILING MATERIALS SHALL BE EXTRUDED ALUMINUM TUBE WITH CLEAR ANODIZED FINISH
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CORE DRILL HOLE FOR BASE.
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PROVIDE FLANGE COVER BY RAILING MANUFACTURER
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FILL WITH NON SHRINK GROUT
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CAULK
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SLOPE UP GROUT TO PIPE.
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POST (TYP.)
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CONC. SLAB
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CONTINUOUS 1 " DIA. 12" DIA. HANDRAIL 1 " DIA. 12" DIA. VERTICAL SUPPORT 48" O.C. MAX.
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SET GALV. STEEL PIPE SLEEVE, EMBED 8" MIN. IN CONCRETE
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SEE STRUCTURAL DETAILS FOR REINFORCED CONCRETE RAMP AND PLATFORM DETAILS
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SPEDIFIED LOADS: HANDRAILS AND HANDRAILS AND GUARDRAILS SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS PER LINEAR FOOT APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. CONCENTRATED LOAD: HANDRAILS AND HANDRAILS AND GUARDS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, AND TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE.
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A. TOP AND BOTTOM RAILING EXTENSION AT RAMPS: RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE LANDING 12 INCHES MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR FLOOR, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN.
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AS NOTED
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ISSUED FOR QUOTE: 07-15-19
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Project No.
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Date:
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Scale:
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REVISIONS
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a.
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b.
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c.
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d.
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e.
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f.
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A Professional Corporation of Architects and Planners
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DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS
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c GARRISON ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY, WITHOUT
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FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF GARRISON ARCHITECTS. WRITTEN DIMENSIONS ON THESE
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. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.
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713 CREEK ROAD, BELLMAWR, NEW JERSEY 08031 (856) 396-6200
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07-11-19
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18-108
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WOODSTOWN HIGH SCHOOL/MIDDLE SCHOOL EXTERIOR RAMP REPLACEMENT
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140 EAST AVENUE WOODSTOWN, NEW JERSEY 08098
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PLANS, ELEVATIONS & DETAILS
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KEY PLAN
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AREA OF WORK
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1
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DEMOLITION PLAN
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1/4" = 1'-0"
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REMOVE EXISTING CONCRETE RAMP (INCLUDING FOUNDATIONS) & METAL HANDRAIL
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PROPOSED NEW WORK LIMITS- REMOVE PORTION OF EXISTING ASPHALT AS REQUIRED TO CONSTRUCT NEW WORK.
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2
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FLOOR PLAN
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1/4" = 1'-0"
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RAMP DWN. 1:12
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MTL. HANDRAIL W/ POSTS
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WALL MOUNTED MTL. HANDRAIL
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NEW CONCRETE LANDING AND RAMP TO EXISTING ASPHALT DRIVE
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PATCH EXISTING ASPHALT DRIVE & SEAL TO NEW WORK
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6" CONCRETE FILLEDSTEEL BOLLARD
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3
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RAMP SECTION
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1/4" = 1'-0"
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PROVIDE EXPANSION FELT & SEALANT WHERE RAMP/ LANDING ABUTS BUILDING
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4
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RAMP SECTION
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1/4" = 1'-0"
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5
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RAMP SECTION
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1/4" = 1'-0"
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6
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BOLLARD DETAIL
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3/4" = 1'-0"
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8
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RAIL BASE DETAIL
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3" = 1'-0"
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1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 (LATEST EDITION). 2. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE: a. FOUNDATIONS: 4000 PSI b. SLABS ON GRADE: 4000 PSI 3. CONCRETE SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND. 4. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS AND SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 315, LATEST EDITION. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND BE PROVIDED IN FLAT SHEETS. 5. REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS AND AT INTERSECTIONS. PROVIDE CLASS "A" TENSION LAP SPLICES FOR ALL HORIZONTAL WALL REINFORCING UNLESS OTHERWISE SHOWN ON PLAN. PROVIDE CLASS "B" TENSION LAP SPLICES FOR ALL HORIZONTAL GRADE BEAM REINFORCING. 6. CLEARANCES FOR REINFORCEMENT: a. CONCRETE PLACED DIRECTLY ON EARTH, FOOTINGS: 3" b. SLABS, FROM TOP UNLESS OTHERWISE NOTED: 1" c. FORMED SURFACES EXPOSED TO WEATHER OR EARTH: #5 BAR OR SMALLER: 1 " 12" #6 BAR OR LARGER: 2" 7. CONTROL JOINTS IN SLABS ON GRADE: MAX. 200 S.F. SECTIONS a. CONTROL JOINTS SHALL BE LOCATED AS SHOWN ON SLAB ON GRADE PLAN. b. CONTROL JOINTS SHALL BE SAW CUT (1/3 THE SLAB DEPTH) AND FILLED WITH JOINT SEALER. CUT JOINTS AS SOON AS POSSIBLE WITHOUT FRAYING THE CONCRETE SURFACE. CONTROL JOINTS SHALL BE LOCATED BY CONTRACTOR IN ACCORDANCE WITH ACI CRITERIA, MAXIMUM SPACINGS AS PER TYPICAL SLAB ON GRADE DETAILS AND TYPICAL CONTROL JOINT LOCATION DETAILS (U.N.O.). MINIMUM CONTROL JOINT DEPTHS ARE INDICATED ON TYPICAL CONTROL JOINT DETAILS. CONTROL JOINTS WHICH ARE NOT PROMPTLY OR PROPERLY CUT AND ARE NOT FUNCTIONING SHALL BE RECUT BY THE CONCRETE CONTRACTOR. RECUTS OF JOINTS WHICH WERE NOT PROMPTLY OR PROPERLY CUT SHALL BE 3" DEEP MINIMUM. 8. THE FINISH TOLERANCE OF ALL SLABS SHALL BE IN ACCORDANCE WITH ACI 302 AND THAT SPECIFIED ON THE CONTRACT DOCUMENTS. SEE SPECIFICATION SECTION 03300 FOR FINISHING. 9. LAP ALL BARS A MINIMUM OF 40 DIAMETERS. LAP ALL WWF A MINIMUM OF 6 INCHES. 10. PROVIDE FOR ANY DEWATERING AS REQUIRED DURING EXCAVATION AND CONSTRUCTION OF THE FOUNDATION SYSTEM.
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CONCRETE NOTES
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7
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RAIL DETAIL
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3/4" = 1'-0"
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9
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EXISTING CONDITIONS
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N.T.S.
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10
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EXISTING CONDITIONS
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N.T.S.
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11
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EXISTING CONDITIONS
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N.T.S.
