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Home My WebLink About210 Station Avenue Dugout Foundation and Roof Plan-99REV A U hjn li61W,14u krvu a c: ANOE: €RROAS OR OMMIMONS 00 NOT RELIEVE THE APPLICANT PROM THe RESPONSIBILITY OF'AS BUILT' COMPLIANO�, 0 A BUIL b , j OFFICIAL i I I I TD -K = 0'-0' I B• FNDl1 M'IAt.L `6 ' 7-OSO,.O', TAY! = O'-0' 7-0`Ob5A0' i 3 V7 DIA STD. - 5 V7 DIA STD. M. RPIF. "/ FTb. REE. n 2#5 EK RT'P) � I PSE L0. (11'Pl PIPE C0. RTP)\A" ] 5 EX R1T O' x10" 5'-2 I TCF: • _g�_2• _ _ I'-4Sd0' FT& I T.O.F. _ -3'-2' Q ------ — --- --d)Q -- --r—---------- I a u' -B• 4" 36'-0' FOUNDATION PLAN 56A LE. 3/8' = I'-0' ' 4 r 4 STIa1GTT1RAL NOTES - I. All sti turdl "ork shill be coordh ted "Rh the archl'.ecM'al Ord mechonk,01 desk)n specNlcotkre and sho+l conform to the project sp0<21cotlo,", mcludhg the following gr" 1°^'119 stock rds, N The t-lassorhsette State Building Cad6 and all other oqj lee ylsdlctlon. B) AGI 'Building Godo MsWlroments for Rehforced Concrete.- (AGI BIB . 2. All ca tion is to c.orAOnn to the MOeeorh.setts Slate nAldhg Godo and all applk kqe product aN dM etarxfara.. Absence M spxNlc Refs Iron these d`6ehgs does nth ot Mer at Ong party is relieved Iron the Sttuto ary code requsro.ne ts. 5. All materials and methods of corobv tion Stoll w&M to the approved rules and etcrooa d& for materiols,. tests, and requYerorAS Of accepted engineering practice as nsted In Appeolx A of the M1Osscrhsects State 8ulamg Cone. 4. The Contractor shill verify all dsnemldq Ord coedit," In the field prier to sorrel," work. Any c between "hot Is shorn Oo the d whg Ord actual timid eofaltwo, stall be reported tack to ea "hoer before prices with ay Cork 5. Deskp LoaM, Roof LKee Load - ICO psf FOUNDATIONS . I. Assume moxmurn sate eoll bed -Wig press, - 2,500 psf. 2. All faiths are to be placed on rdtural vidlstw1iod materfol or corrvocted gr"lor flu. Sutaoll becrhg strata shop be free from all vegetation, loan ord organ" nawlal. 3. Bcttan Of ?Oct" sholl be ro less thin 4'-0' bolo" fmish grade. 4. Do not place backrlll Ogosnt pourdatlon tolls until all floors b," these "cells n -e h place. CONCRETE - L Concrete "Ork shill collo n to all requhenienN Or AGI BIB (latest edttlonj, misse oth",56 rated. _ 2. Co eta moterlais &hall be. Type i or 2 Portf" cement, Sara as cg-Ovel OgTogotes. All concrste shall be aY-entra lo: Go Elro e»�ve ab-^-)th, R'c) h 28 days, sholi be m acca^dmce "Rh AGI 'JIB (latest edition) oe tDllo"4� Roof Slob 1 bean - 4� psl Foundation "alis ! Foot" 3�500 psi 5. All mlxhq, traeFwrthq, placing as as -hg 0t concrete Shall be done h occ rdon "Ith the reconsnedatt" of the APW to Ifhtlfirte - 4. Rehfa-cN Steel shall be detormed b" confo mg to ASTM A615, grade 6o. 5. RSM steel shall be placed to provkle the follom" MlnwU concrete coven Walls - T. 6. Conante ashore to be Stainless steel Witt Km k Bolt Exp Talon Anchors ca merufoehred by Hlltl Fcstenmg Systens Ord !,,stalled as per the mmAocturers hetr x two. STS _ I. Stn tu'af Steel rolled stapes Stoll conform to the folld ing cheek ncitiore. ASTM A36 All steel base i d Held plates A5TM A30T Anchor and sxpanlon bolts ASTM A500 B Stnxhral steel pipe col. 2. The Controctor shall Held measure and olt a lse provide bolt placemAnt templates for stncbu al steel prior to Fabrication Of dry Stnx;tural mwgF . 3. All stn he l Steel detolle and co'neclkrs SMI+ carer to the Wtest ntoroards of AISr- w a1_s k e y •12'� mM5 6'-4' S 17 15410" COIc. E15M N4 KEY FEW. x1(1) Ib CONE. — 1 5 T1E5 s VOL. 5' COMc. sm !TSF. H s 17 Of, EYL BOT. 5S 12, CA 6 V7 DIA STD. O PIPE COL (64.v) — T- bill P.T. DBOKM ON32 2a6 P.T. Sly 64641? MSE 21 KEY AB. s C4L LMAT06 O � 3 5 cONT. r=iVO5 5'-0•. 2'-0' NOWZ M" TO MATCH MMT. SEGTION A -A SCALE: 3/8' = I'-0' .JOHN A. EOLCC"dA T'tl:C i"IJ M. 23773 SI -4. . 8' . O 646NR'CAP CW k7 U2'DA M. BOLTS TOP OF MAIL b BtYORD 1' W �2 ND. MST REVI fl Of 5. O' :s "r •-C��.� t: DUG-M FOUNDATION AND ROOF PLAN CI EX I MTC 2-23-99 PRO=- of JIL Red Wilson Field 4 r 4 STIa1GTT1RAL NOTES - I. All sti turdl "ork shill be coordh ted "Rh the archl'.ecM'al Ord mechonk,01 desk)n specNlcotkre and sho+l conform to the project sp0<21cotlo,", mcludhg the following gr" 1°^'119 stock rds, N The t-lassorhsette State Building Cad6 and all other oqj lee ylsdlctlon. B) AGI 'Building Godo MsWlroments for Rehforced Concrete.- (AGI BIB . 2. All ca tion is to c.orAOnn to the MOeeorh.setts Slate nAldhg Godo and all applk kqe product aN dM etarxfara.. Absence M spxNlc Refs Iron these d`6ehgs does nth ot Mer at Ong party is relieved Iron the Sttuto ary code requsro.ne ts. 5. All materials and methods of corobv tion Stoll w&M to the approved rules and etcrooa d& for materiols,. tests, and requYerorAS Of accepted engineering practice as nsted In Appeolx A of the M1Osscrhsects State 8ulamg Cone. 4. The Contractor shill verify all dsnemldq Ord coedit," In the field prier to sorrel," work. Any c between "hot Is shorn Oo the d whg Ord actual timid eofaltwo, stall be reported tack to ea "hoer before prices with ay Cork 5. Deskp LoaM, Roof LKee Load - ICO psf FOUNDATIONS . I. Assume moxmurn sate eoll bed -Wig press, - 2,500 psf. 2. All faiths are to be placed on rdtural vidlstw1iod materfol or corrvocted gr"lor flu. Sutaoll becrhg strata shop be free from all vegetation, loan ord organ" nawlal. 3. Bcttan Of ?Oct" sholl be ro less thin 4'-0' bolo" fmish grade. 4. Do not place backrlll Ogosnt pourdatlon tolls until all floors b," these "cells n -e h place. CONCRETE - L Concrete "Ork shill collo n to all requhenienN Or AGI BIB (latest edttlonj, misse oth",56 rated. _ 2. Co eta moterlais &hall be. Type i or 2 Portf" cement, Sara as cg-Ovel OgTogotes. All concrste shall be aY-entra lo: Go Elro e»�ve ab-^-)th, R'c) h 28 days, sholi be m acca^dmce "Rh AGI 'JIB (latest edition) oe tDllo"4� Roof Slob 1 bean - 4� psl Foundation "alis ! Foot" 3�500 psi 5. All mlxhq, traeFwrthq, placing as as -hg 0t concrete Shall be done h occ rdon "Ith the reconsnedatt" of the APW to Ifhtlfirte - 4. Rehfa-cN Steel shall be detormed b" confo mg to ASTM A615, grade 6o. 5. RSM steel shall be placed to provkle the follom" MlnwU concrete coven Walls - T. 6. Conante ashore to be Stainless steel Witt Km k Bolt Exp Talon Anchors ca merufoehred by Hlltl Fcstenmg Systens Ord !,,stalled as per the mmAocturers hetr x two. STS _ I. Stn tu'af Steel rolled stapes Stoll conform to the folld ing cheek ncitiore. ASTM A36 All steel base i d Held plates A5TM A30T Anchor and sxpanlon bolts ASTM A500 B Stnxhral steel pipe col. 2. The Controctor shall Held measure and olt a lse provide bolt placemAnt templates for stncbu al steel prior to Fabrication Of dry Stnx;tural mwgF . 3. All stn he l Steel detolle and co'neclkrs SMI+ carer to the Wtest ntoroards of AISr- w a1_s k e y •12'� mM5 6'-4' S 17 15410" COIc. E15M N4 KEY FEW. x1(1) Ib CONE. — 1 5 T1E5 s VOL. 5' COMc. sm !TSF. H s 17 Of, EYL BOT. 5S 12, CA 6 V7 DIA STD. O PIPE COL (64.v) — T- bill P.T. DBOKM ON32 2a6 P.T. Sly 64641? MSE 21 KEY AB. s C4L LMAT06 O � 3 5 cONT. r=iVO5 5'-0•. 2'-0' NOWZ M" TO MATCH MMT. SEGTION A -A SCALE: 3/8' = I'-0' .JOHN A. EOLCC"dA T'tl:C i"IJ M. 23773 SI -4. . 8' . O 646NR'CAP CW k7 U2'DA M. BOLTS TOP OF MAIL b BtYORD 1' ND. MST REVI fl Of 5. O' _IMT Itlu ss DUG-M FOUNDATION AND ROOF PLAN CI EX I MTC 2-23-99 PRO=- of JIL Red Wilson Field Dennis -Yarmouth HS 210 Station Ave., S.Yarrnouth; 4855DW5 5 OILS TO - C'OASTALEi NGE\m1wING 0S MATCH VBZT. i ro essional n—q neers an urveyors 260 cranberry, Hwy., Orleans, MA 02653 TEI..: 508-255-8511 FAX: 508-255-6700 V-4' 2 5 cm, N7ft1L i 70"7-0410' M. PEW. n/ 2 5 EA SEEPLM FOR LOG.- 1 r' �vt ND. MST REVI fl Of _IMT Itlu ss DUG-M FOUNDATION AND ROOF PLAN zFA- 35zFA- NOTED MTC 2-23-99 PRO=- of JIL Red Wilson Field Dennis -Yarmouth HS 210 Station Ave., S.Yarrnouth; 4855DW5 G C'OASTALEi NGE\m1wING 0S I ro essional n—q neers an urveyors 260 cranberry, Hwy., Orleans, MA 02653 TEI..: 508-255-8511 FAX: 508-255-6700