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C <br />0 <br />M <br />di <br />7 <br />0 <br />D <br />0 __1 <br />0 <br />CID <br />C14 <br />1'-4" O/H 26'-8" (0/0 CMU) <br />(REF. N TE 9) <br />(REF. NOTES 5 & 10) 4P-Olp 20-0`0 2#-Osp 20-01P 4P-Olp 29-01" 2'-Olp 2P-01" 4P-O)p <br />_1'REF. NOTE 61 <br />111-41' <br />(TYP.) <br />LL -4 C� 5.S3 <br />2. <br />(TYP.) <br />00 <br />I "Ll" (SIM.) <br />- <br />0 71 [REF. NOTE 12] <br />0 <br />z <br />2.S3 <br />- <br />00 (TYP.) <br />AL GUTTER <br />(REF. ARCH. DWG's) <br />EXHAUST FAN <br />BELOW <br />00 <br />I (REF. ARCH. DWG's) <br />'0 <br />TYP. 2 PLCS.1 <br />"Ll " (SIM.) <br />[REF. NOTE 121 <br />T.O. CMU WALL <br />"r E L 8'- 8" (1156.17') <br />TYP. U. N. 0. ] <br />0 <br />z n' <br />00 <br />101-8" <br />(0/0 CMU) <br />(REF. NOTES 5 & 10) <br />41-Opp 6P-8p' <br /><7 <br />L2 <br />Ci <br />M. 0.) <br />ci <br />04 <br />- <br />D1 <br />Ci <br />5 <br />L1 <br />0' 15 <br />0 <br />SL._ <br />Of Of 12 <br />h= <br />(RIDGE) <br />0 <br />L <br />00 <br />0 0 <br />I <br />(n I- <br />'N <br />=) _SL. <br />cy- V) <br />6= < D1 <br />T(CAA <br />_j <br />51 <br />< <br />(n <br />12 <br />D1 <br />3 <br />Ln <br />(n <br />____ I <br />Uj bi <br />0 3: <br />V) <br />D <br />(A <br />D <br />- <br />0 <br />_j a <br />LL_ <br />LL_ <br />- <br />0 <br />Ln - <br />L____j <br />0 1- Ln <br />U- <br />co <br />D1 <br />1�_ <br />2 (n <br />(n LO <br />d <br />U_ L2 <br />0 <br />z :D <br />z <br />0 ly <br />M <br />Z <br />V) <br />Z <br />:D <br />04 <br />M I- <br />U) <br />(n <br />3: <br />cif <br />U) <br />U3 <br />U) <br />V) <br />Uj <br />=� 0 <br />EL- <br />4.S3 <br />0 <br />0 <br />Of <br />>_ bj <br />D 5 <br />af <br />CL <br />Q- <br />bi <br />of <br />04 <br />>- - <br />7 <br />I- <br />5 <br />M <br />M <br />Ci <br />V) <br />L2 <br />V) <br />Ci <br />E.O. ROOF <br />PRE-ENGINEERED <br />TIMBER ROOF TRUSS (TYP.) <br />(TYP.) 403 �S3 <br />[REF. NOTES 2 & 31 (TYP.) TRUSS TIES TO CMU <br />WALL (TYP.) <br />[REF. NOTE 11] <br />101-011 6'-8 11 101-011 <br />(II <br />26'-8" (0/0 CMU) <br />1 PLAN - ROOF FRAMING <br />SCALE: 1/4" = l'-O" <br />NORTH <br />ROOF FRAMING PLAN NOTES: <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 BRIG. 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 J" 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 11" (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 "Ll" 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 "Ll" 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 />6*1 <br />WILLIAM F. BAND, P.E. <br />No, 67838 <br />(0/0 CMU <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 />(MATCH WALL REINF. U.N.O.) <br />E.O. PRE -CAST CONIC. COPING <br />@ T.O. WALL (REF. ARCH. <br />DWG's FOR ADD'L INFO) [TYP.] <br />CMU (SCREEN WALL) <br />/_�_�W-6'-8" (154.17') <br />TYP. U. N. 0. <br />D <br />-co <br />-----O/F EXTR. CMU WALL <br />BELOW (TYP.) 't <br />0 <br />1_1 <br />U-) <br />00 <br />8" INTR. CMU WALL BELOW I <br />04 <br />(REF. NOTE 4) <br />(0 <br />REF. NOTES 7 & 8 (TYP.) C; <br />I - <br />-L0 <br />REF. DETAIL 4.S3 FOR MAS. <br />OPNG. LINTEL REQ.'s (TYP.) <br />MAS. WALL CONTROL JT. <br />(REF. ARCH. DWG's) <br />[TYP. 5 PLCS.] <br />STANDING SEAM MTL. ROOF PANELS <br />& UNDERLAYMENT SYSTEM <br />(REF. ARCH. DWGs) <br />THK. WOOD DECK SHEATHING <br />(REF. PLAN) <br />2x TIMBER PRE-ENGINEERED TRUSS <br />'U' <br />(BY OTHERS) [REF. PLAN] <br />INSTALL MOISTURE BARRIER BELOW THE <br />TRUSS BTM. CHORD <br />(COORD. wl TIE ASSEMBLIES AS REQ'D.) <br />[TYP. EA. TRUSS] <br />SEAL <br />T.O. CMU WALL <br />EL 8'-8" (156.1 <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 />BEGIN WALL VERT. BAR <br />SPA. (REF. PLAN) <br />_7 7RF_j_e:: <br />I LN 1: <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 <br />vof- <br />w <br />FILL ALL <br />METAL ANCHORS 2'-O"xl 1/21' <br />< <br />M <br />CELLS w/ REINF. <br />< <br />M <br />X 1/4" THK. (2" TABS EA. END) <br />(TYP.) <br />SPA. @ 4'-0" O.C. (VERT.) <br />Ckf Z <br />Z <br />[OFFSET AS REQ'D1 <br />Gj < <br />> _j <br />< <br />_j <br />CL <br />CL <br />_j <br />_j <br />_j <br />_j <br />_F7 <br />\---CONCRETE FILL ALL CELLS <br />< Uj <br />< Uj <br />w/ REINF. (TYP.) <br />z z <br />LIJ 11- Lli 0- <br />M (A M Vn) <br />a CORNER(S) 0 INTERSECTION(S) <br />INI <br />2 DETAIL PLAN VIEW TYP. CMU WALL REINF. <br />SCALE: i I-011 <br />GROUT FILL CMU BOND. BM's <br />TYP. <br />T.O. CMU WALL <br />EL 8'-8" (1156.17') <br />[REF. PLAN] <br />8"x8" CONT. BOND BM. @ T.O. CMU--__ <br />WALLS REINF. w/ (2) #4BARS <br />(0 B. 0. CELL) <br />8%8" BOND BM.--,,, <br />(2) CONT. #4 BARS <br />r-Dn'IT FILL CMU BOND. BM. <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. 0 B.O. CELL) <br />1'-4"x8" BOND BM. <br />(2) CONT. #5 BARS <br />Ll L2 <br />4 DETAIL - SECTION VIEW TYP. CMU WALL LINTEL BM. REINF. <br />SCALE: 3/411 = 13-009 <br />ROOF & TRUSS <br />RIDGE VENT 61 WALL <br />(REF. ARCH. DWG's) I <br />TRUSS CHORD/WEB CONN. E:s <br />12 12 (BY OTHERS) [TYPj <br />5 5 <br />TRUSS TIES NOT SHOWN FOR CLARITY <br />(REF. FRMG. PLAN NOTE 11) <br />LJ <br />CON T. 8" CMU E30ND BM. REINF. <br />2x TIMBER TRUSS T&B CHO�RDS (2) #4 BARS (TYP. EA. WALL) <br />& WEB (BY OTHERS) <br />[REF. FRMG. PLAN NOTE 21 <br />8" CMU INTR. WALL <br />EXTEND VERT. WALL REINF. (REF. DWG. S2 FOR REINF.) <br />IN TO BOND BM. (TYP.) 4" 1 j.. [CONC. FILL ALL CELLS w/ REINF.1 <br />22'-8" (0/0 CMU) [REF. PLAN] <br />5 - SECTION THRU RIDGE TRUSS ROOF FRMG. & T.O. CMU BRG. WALLS <br />SCALE: 1/2" l'-O" <br />A <br />MCFB4&C ED <br />3802 Ehrlich Road, Suite 306 <br />Tampa, Florida 33624 <br />Phone: (813)549-3740, Fax: (813)549-3744 <br />EB0006691 <br />www. m ckirn creed. com <br />CITY OF ZEPHYRHILLS I <br />1'-4" O/H (TYP.) <br />[REF. PLAN] <br />EXTEND REINF. <br />(TYP. EA. END <br />VERT. REINF. @ E.O. <br />WALL REINF. <br />OPING. MATCH VERT. <br />(2 BAR EA. CELL) <br />ly-40' <br />(MIN.) <br />- - - <br />MAS. OP <br />NG. <br />@ DOOR OPINGS. 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'-l" <br />(MIN.) w/ WALL REINF. <br />ELEVATION VIEW <br />INSTALL BOND BM. <br />@ T. 0. & B. 0. <br />LOUVER & WINDOW <br />OPNGS. EXTEND <br />BOND BM. & REINF. <br />SIM. TO T.O. OPNG. <br />(SH OWN) <br />3 DETAIL TYP. CMU WALL REINF. @ MAS. OPNG.'s <br />SCALE: 1/2" 1'-0" <br />_j AL GUTTER <br />(REFARCH. 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. MCR. <br />MSL <br />SCALE <br />HORIZONTAL: <br />AS NOTED <br />VERTICAL: <br />NA <br />ING NUM <br />S3 <br />'STATUS: RE77ioN <br />ISSUE FOR BID <br />-T-F I -TR <br />