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m <br />m <br />Q <br />0 <br />0 <br />0 <br />1'-4" O/H 26'-8" (0/0 CMU) <br />(REF. NOTE 9) <br />(REF. NOTES 5 & 10) 4'-0" 2'-0" 2'-0" 2'-0" 4'-0" 2'-0" 2'-0" 2'-0" 4'-0" <br />REF. NOTE 6 <br />V-4„ <br />a- 5.S3 <br />2.S3 <br />(TYP.) <br />00 <br />o "L1" (SIM.) <br />[REF. NOTE 12] _ <br />m <br />0 <br />2.S3 <br />co (TY-� <br />AL GUTTER <br />(REF. ARCH. DWG's) <br />EXHAUST FAN �\ <br />BELOW <br />00 <br />II (REF. ARCH. DWG's) <br />0 [TYP. 2 PLCS.] <br />"L1" (SIM.) <br />[REF. NOTE 121 <br />T.O. CMU WALL <br />EL 8'-8" (156.17') <br />[TYP. U.N.O.] <br />10'-8" <br />(0/0 CMU) <br />REF. NOTES 5 & 10) <br />4'—O" 6'-8» <br />L <br />i <br />• <br />j <br />�1 <br />PRE—ENGINEERED E.O. ROOF <br />TIMBER ROOF TRUSS (TYP.) <br />(TYP.) 4003 �S3 <br />[REF. NOTES 2 & 3] (TYP.) TRUSS TIES TO CMU <br />WALL (TYP.) <br />[REF. NOTE 111 <br />10'-0" 6'-8" 10'-0" <br />(M.O.) <br />26'-8" (0/0 CMU) <br />1 - PLAN - ROOF FRAMING <br />SCALE: 1 /4" = 1'-0" <br />ROOF FRAMING PLAN NOTES. NORTH <br />1. REFERENCE ELEVATION FOR THE PUMP STATION FACILITY IS THE FACILITY'S SLAB —ON —GRADE <br />T.O. CONC. EL 0'-0" = EL 147'-6" (147.50') N.G.V.D.-29. REFERENCE CIVIL DWG's FOR <br />ADDITIONAL INFORMATION. <br />2. IN GENERAL TRUSS TYPE & TRUSS LAYOUTS SHOWN FOR CLARITY ONLY. FINAL TRUSS LAYOUT, <br />TRUSS TYPE INCLUDING BOTTOM & TOP CHORD SIZES, AND WEB CONFIGURATION BY THE TRUSS <br />MFG. & TRUSS DESIGN ENGINEER OF RECORD. SECTION & DETAILS ON THESE DRAWINGS DEPICTING <br />BOTTOM & TOP CHORDS & WEB CONFIGURATIONS ARE FOR INFORMATION PURPOSES ONLY. <br />3. PRE—ENGINEERED ROOF TRUSSES ARE TO BE CONSTRUCTED OF 2x TIMBER SECTIONS. <br />REFERENCE STRUCTURAL GENERAL NOTES 10.1 TO 10.9 FOR ADDITIONAL INFORMATION. <br />4. INTERIOR CMU WALL TO BE UTILIZED AS INTERIOR LOAD BRG. WALL FOR THE GIRDER & RIDGE <br />TRUSSES. <br />5. MONO SLOPE JACK TRUSSES (BY TRUSS MFG.) = 2 EQUAL SPACES @ 2'-0" O.C.. <br />6. RIDGE TRUSSES (BY TRUSS MFG.) = 2 EQUAL SPACES ® 2'-0" O.C.. <br />7. " SYMBOL ON PLAN INDICATES SPAN DIRECTION OF THE ROOF DECK. <br />DECKING IS 8" THK. PLYWOOD. REFERENCE ARCH. DWG's FOR ADDITIONAL INFORMATION. <br />8. ATTACH THE PLYWOOD ROOF DECK TO PRE —MANUFACTURED ROOF TRUSS FRAMING USING <br />A PATTERN OF 10d NAILS SPA. AT 4" O.C. OF THE ROOF BOUNDARY & A PATTERN OF 10d NAILS <br />SPA. AT 6" O.C. ALONG PLYWOOD PANEL JOINTS & AT INTERMEDIATE SUPPORT POINTS BETWEEN <br />THE PANEL JOINTS. NAILS SHALL HAVE A 1j" (MIN.) PENETRATION IN TO THE TRUSS TOP CHORDS. <br />9. O/H DIMENSION FROM O/F CMU TO E.O. ROOF U.N.O.. REFERENCE ARCHITECTURAL & <br />STRUCTURAL PLANS, SECTIONS & DETAILS FOR ADDITIONAL INFORMATION. <br />10. THE MONO SLOPE JACK TRUSS LAYOUT DIMENSIONS ON THE NORTH END OF THE ROOF ARE <br />TYPICAL FOR THE SOUTH END OF THE ROOF U.N.O.. <br />11. TRUSS CMU WALL CONN. & TIES: <br />GIRDER TRUSSES(2—PLY): .................... META16 w/ TSS ® TRUSS ENDS & MGT ® TRUSS CENTER. <br />PRE —ATTACH TSS BARRIER w/ 6d NAILS. <br />RIDGE TRUSSES (1—PLY): ...................... HM9KT @ TRUSS ENDS & HGAM10KTA @ TRUSS CENTER. <br />HIP STEPDOWN TRUSSES (1—PLY):....... HGAM10KTA ® TRUSS ENDS & TRUSS CENTER. <br />JACK TRUSSES (1—PLY): ....................... HM9KT. <br />TRUSS / TRUSS CONN.: ........................ TO BE PROVIDED BY THE TRUSS MFG. E.O.R.. <br />12. THE "LI" LINTELS FOR THE EXHAUST FANS ARE BELOW THE T.O. THE CMU WALL & THE CONT. <br />8"x8" BOND BM. ® THE T.O. CMU WALL. THE (2) #4 BARS IN THE CELL ABOVE THE "L1" LINTEL <br />DETAIL PROVIDED IN DETAIL 4.S3 ARE NOT REQUIRED AT THIS LOCATION. <br />13. REFERENCE ARCHITECTURAL, ELECTRICAL, MECHANICAL & EQUIPMENT VENDOR DRAWINGS FOR <br />LOCATIONS & INFO REGARDING ROOF OR WALL PENETRATIONS, PIPING & MISCELLANEOUS <br />EQUIPMENT EITHER SHOWN OR NOT SHOWN. <br />14. REFERENCE EQUIPMENT VENDOR DRAWINGS FOR COORDINATION & INSTALLATION OF ANCHORING <br />EQUIPMENT TO CMU WALLS. <br />15. REFERENCE DWG. S1 FOR GENERAL NOTES & DESIGN CRITERIA. <br />16. REFERENCE FOUNDATION PLAN NOTES DRAWING S2 FOR ADDITIONAL INFORMATION. <br />REV. NO. DESCRIP11ONS DATE <br />REVISIONS <br />M.?,t •� <br />WILLIAM F. BAND, P.E. <br />No. 67838 <br />i0/0 CMU <br />�— O/F EXTR. CMU WALL <br />BELOW (TYP.) <br />____--8" INTR. CMU WALL BELOW <br />(REF. NOTE 4) <br />EXP JT. MAT'L FULL WALL HT. REINF. BARS (VERT.) @ (3) <br />® PUMP STA./SCREEN WALL CELLS & DOWEL/SPLICE <br />(CAULK & SEAL EA. SIDE OF JT.) REINF. INTO FDN. <br />E.O. PRE —CAST CONC. COPING (MATCH WALL REINF. U.N.O.) <br />@ T.O. WALL (REF. ARCH. <br />DWG's FOR ADD'L INFO) [TYP.] <br />OILT.O. CMU SCREEN WALL) <br />EL 6'-8" (154.17') <br />[TYP. U.N.O.] <br />REF. NOTES 7 & 8 (TYP.) <br />REF. DETAIL 4.S3 FOR MAS. <br />OPNG. LINTEL REQ.'s (TYP.) <br />Z) <br />000 <br />U <br />0 <br />LO <br />00 <br />N <br />REINF. BARS (VERT.) @ (3) <br />CELLS & DOWEL/SPLICE <br />REINF. INTO FDN. <br />(MATCH WALL REINF. U.N.O.) <br />BEGIN WALL VERT. BAR <br />SPA. (REF. PLAN) <br />CONCRETE FILL ALL <br />w <br />METAL ANCHORS 2'-0"x1 1 /2" <br />m <br />CELLS w/ REINF. <br />m <br />x 1/4" THK. (2" TABS EA. END) <br />(TYP.) <br />SPA. ® 4'-0" O.C. (VERT.) <br />Q <br />> J <br />[OFFSET AS REQ'D] <br />a <br />a - <br />CONCRETE FILL ALL CELLS <br />of <br />m <br />w/ REINF. (TYP.) <br />z z0 <br />min mU- 9 <br />) <br />a@ CORNER(S) a@ INTERSECTION(S) <br />2 - DETAIL - PLAN VIEW TYP. CMU WALL REINF. <br />SCALE: 1" = 1'-0" <br />GROUT FILL CMU BOND. BM's <br />(TYP.) <br />�4 T.O. CMU WALL <br />EL 8'-8" (156.17') <br />[REF. PLAN] <br />8"x8" CONT. BOND BM. @ T.O. CMU---' <br />WALLS REINF. w/ (2) #4 BARS <br />(® B.O. CELL) <br />8"x8" BOND BM. <br />(2) CONT. #4 BARS -- <br />REINF. FROM THE 8"x8" BOND BM. <br />® T.O. CMU WALLS ALLOWED <br />INSTALLED TO RUN CONT. THROUGH <br />THE "12" BOND BM. <br />(REINF. ® B.O. CELL) <br />1'-4"x8" BOND BM. <br />(2) CONT. #5 BARS <br />L1 L2 <br />MAS. WALL CONTROL JT. <br />(REF. ARCH. DWG's) <br />[TYP. 5 PLCS.] 4 - DETAIL - SECTION VIEW TYP. CMU WALL LINTEL BM. REINF <br />SCALE: 3/4" = 1'-0" <br />STANDING SEAM MTL. ROOF PANELS <br />& UNDERLAYMENT SYSTEM <br />(REF. ARCH. DWG's) <br />" THK. WOOD DECK SHEATHING <br />(REF. PLAN) <br />2x TIMBER PRE—ENGINEERED TRUSS <br />(BY OTHERS) [REF. PLAN] <br />INSTALL MOISTURE BARRIER BELOW THE <br />TRUSS BTM. CHORD <br />(COORD. w/ TIE ASSEMBLIES AS REQ'D.) <br />[TYP. EA. TRUSS] / <br />T.O. CMU WALL <br />EL 8'-8" (156.17 <br />[REF. PLAN] <br />8" "SPLITFACE" CMU EXTR. WALL <br />(REF. DWG. S2 FOR REINF) <br />[CONC. FILL ALL CELLS w/ REINF.] <br />[TYP. N.S. & F.S.] <br />SEAL <br />(� ROOF & TRUSS <br />RIDGE VENT WALL <br />(REF. ARCH. DWG's) I <br />12 12 TRUSS CHORD/WEB CONN. Vs <br />5 5 (BY OTHERS) [TYP.] <br />TRUSS TIES NOT SHOWN FOR CLARITY <br />(REF. FRMG. PLAN NOTE 11) <br />I <br />I r� <br />I <br />L <br />2x TIMBER TRUSS T&B CHORDS <br />& WEB (BY OTHERS) <br />[REF. FRMG. PLAN NOTE 21 <br />EXTEND VERT. WALL REINF. <br />IN TO BOND BM. (TYP.) <br />CONT. 8" CMU BOND BM. REINF. <br />w/ (2) #4 BARS (TYP. EA. WALL) <br />8" CMU INTR. WALL <br />(REF. DWG. S2 FOR REINF) <br />4" �I I [CONC. FILL ALL CELLS w/ REINF.] <br />22'-8" (0/0 CMI/O CMU) [REF. PLAN] <br />5 - SECTION - THRU RIDGE TRUSS ROOF FRMG. & T.O. CMU BRIG. WALLS <br />SCALE: 1 /2" = 1'-0" <br />4 MCIM4&CREED <br />3802 Ehrlich Road, Suite 306 <br />Tampa, Florida 33624 <br />Phone: (813)549-3740, Fax: (813)549-3744 <br />EB0006691 <br />www.mckimcreed.com J <br />1'-4" O/H (TYP.) <br />[REF. PLAN] <br />EXTEND REINF. <br />(TYP. EA. END) <br />VERT. REINF. ® E.O. <br />OPNG. MATCH VERT. <br />WALL REINF. <br />(2 BAR EA. CELL) <br />1'-4" <br />(MIN.) <br />I I <br />/ MAS. OPNG. <br />@ DOOR OPNGS. ANCHOR VERT. DOOR/WINDOW/LOUVER FRAME <br />REINF. TO SLAB —ON —GRADE/FTG. (REF. ARCH. DWG. SCHEDULES <br />w/ DOWELS w/ 90' HOOK, AS REQ'D) <br />SPLICE DOWEL VERT. LEG 3'-1" <br />(MIN.) w/ WALL REINF. <br />ELEVATION VIEW <br />INSTALL BOND BM. <br />® T.O. & B.O. <br />LOUVER & WINDOW <br />OPNGS. EXTEND <br />BOND BM. & REINF. <br />SIM. TO T.O. OPNG. <br />(SHOWN) <br />3 - DETAIL - TYP. CMU WALL REINF. @ MAS. OPNG.'s <br />SCALE: 1 /2" = 1'-0" <br />AL GUTTER <br />(REF. ARCH. DWG's) <br />CONT. 2x P.T. FASCIA BD. <br />(REF. ARCH. DWG's) <br />AL SOFFIT PANEL SYSTEM <br />(REF. ARCH. DWG's) <br />PRODUCTION WELLS <br />No. 11 AND No. 12 <br />WELL SITE IMPROVEMENTS <br />WELLHOUSE ROOF FRAMING PLAN, <br />SECTIONS AND DETAILS <br />DATE: <br />JANUARY 2012 <br />MCE PROJ. <br /># 4584-0003 <br />DRAWN <br />WFB <br />DESIGNED <br />WFB <br />CHECKED <br />JSL <br />PROJ. MGR. <br />MSL <br />N. <br />SCALE <br />HORIZONTAL: <br />AS NOTED <br />VERTICAL: <br />NA <br />DRAWING NUMBER <br />S3 <br />STATUS: REVISION <br />ISSUE FOR BID <br />