36763 Eiland Blvd (2) - Laserfiche WebLink

Browse Search

e C14 e IC b 11111 �n 1( c IM001 Z 29' 3 '\/ 3 INDICATES MECH. LOUVER OPENING. CONTRACTOR TO VERIFY MECH. OPENINGS WITH ARCH. AND MECH. NOTIFY ARCH./ENG. OF ANY DISCREPANCIES (TYP.) 30'-01, INDICATES FOOTING. NOTE: WF2.5 (TYP.) U.N.O. 2 3 3 4 s3.2 Aeb 5 12'-0" 8'-0" 3'-411 12'-8" 3'-4" `� 8'-0" 12'-0'l 7 ii I 1 I I t - - - - J HATCH INDICATES METAL STUD WALL. 1 �W`� REFER TO WALL LEGEND (813) AND I I METAL STUD WALL NOTES (513) FOR �p UL CL CONSTRUCTION (TYP.) W� W� All (-) 2l_Sll `n (-) It_4ll I • • I I I Asc I I HATCH INDICATES EXTERIORL - - I r _ MASONRY WALL. 2 I I REFER TO WALL LEGEND. I I I I 0 S3.1 m HATCH INDICATES INTERIOR I ' I I �MASONRY WALL. - � dl REFER TO WALL LEGEND. I I _ asp -- I I rl , I r= L I I r INDICATES (2) 03 x 2'-6" V tp v� DIAGONAL REINR AT MID -DEPTH G� WHERE SHOWN. (TYP.) U.N.O. -- L2'-0tl -I - ----- S 10'-4" _ Ir/Iy II I I I 2 I I �`' INDICATES VERT. RE INF. S3.1 ADJACENT TO OPENINGS. I I REFER TO FILLED CELL SCHEDULE (TYP.) U.N.O. (3) VERT. REINF. AT CORNERS (TYP.) REFER TO 3/542. 1'-4" Aft �_ --- --. - w to W 0 INDICATES DRAIN LINES. COORDINATE • w/ ARCH/PLUMBING. SLEEVE AS REQUIRED THRU SECONDARY GONG. POUR STEP FTG. AS REQUIRED. REFER c� 48, t0 2/54.1. REFER TO 2/512 FOR T ADDITIONAL INFORMATION. NOTIFY L - I ARCH./ENG. OF ANY DISCREPANCIES. - • _ - _IT•• ----- ------- ----- JILL------ ---------- -- 1 1 Z 3 3 1- Abe S3.1 Abek A8a S3.1 ASb S3.2 8" DP. SECONDARY GONG. POUR AS REQUIRED FOR EXTERIOR METAL STUD BASE w/ 104 BOTT. 60l_8ll REINF. EA. WAY AT 8" �X. -(TYP.) U.N.O. REFER t 1/53.1.301-01, 1) C 2 / ( THICK- B EDGE / (2) "5 CONT. BO w( 3 REFER TO 2/54.1 FOR STEPPED (TYP.) STEP SHOWN FOR REFERENCE ONLY. REFER TO ARCH. (TYP.) U.N.O. I t-INDICATES CONTROL JOINT FT• V, • I I I I II --- I I F_-----� � I I I I I I I I I 6 I I I s4.1 I I I I ALIGN w/ GONG. I BEAM ABOVE. I I 31 - I- I I F I I 12'-0" 11.-4" L L - I TYPICAL AT INTERIOR SLAB -ON -GRADE: INSTALL SLAB CONTROL JOINTS (C.J.) AT III O.G. MAX. EACH WAY. JOINT PATTERN SHALL BE APPROXIMATELY SQUARE (1 TO 1.5 MAX RATIO), AND LIMITED TO AN AREA NOT EXCEEDING 250 SQUARE FEET AND SHALL ALIGN WITH STEEL COLUMN I INES/RE-ENTRANT CORNERS. REFER TO PRE-ENGINEERED STEEL 1/54.1 CONTROL JOINT DETAIL AND -1/54.1 FOR CONTROL STAIRS/LANDINGS/TREAD JOINT AT COLUMN LINE. (100 PSF LIVE LOAD) AND RAILINGS (50 PLF/200LB LIVE LOAD) BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER COORDINATE w/ ARCH. W-4" 12'-8" GROUT ALL CELLS SOLID AT STAIR TOWERS AND ELEVATOR SHAFTS (TYP.) U.N.O. pt F_ kkP I I 10 �--- � ' I L - I S8x18.4 (GOORD. w/ -' - - - - I I I I ELEV. MFR.) `n I I I I I I I II II 1 1 I s4.1 I I I I I I a II I I a STEP - - - - - STEP 0 FTG. - - - •- - FTG. CqI- I---- L Willi: I I I f 15 I I I I I I I I S4.1 I f i I I I I •' • LL .• . 0I I •• 12'-0" 12'-0" 4 34'-8" S4.1 3 2 180'-8" El I OSOUTH UJ ING FOUNDATION fi=L AN SCALE: 3/16" = I'-0" 5 GENERAL NOTES: 1. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF FOOTINGS AND THICKENED SLAB EDGES. REFER TO 3/54.1 FOR ADDITIONAL INFORMATION. 2. PROVIDE CORNER BARS At ALL CORNERS OF CONTINUOUS CONCRETE BEAMS AND MASONRY TIE BEAMS. REFER TO 8/542 FOR ADDITIONAL INTERSECTION. 3, REFER TO SHEET 513 FOR TYPICAL NOTES. 4. REFER TO SHEET 513 FOR SCHEDULES AND LEGENDS. 5. REFER TO SHEET 513 FOR TYPICAL DIMEN51ON/ELEVATION NOTES. II ( ) INDICATES TOP OF BEAM. C 7 INDICATES BOTTOM OF BEAM. < > INDICATES BEARING ELEVATION. -1. REFER TO PLAN FOR SPECIFIC MASONRY CONTROL JOINT (MCJ) LOCATIONS. COORDINATE EXACT LOCATIONS WITH ARCH. EXTERIOR ELEVATIONS. REFER TO 1/64.2 AND 2/542 FOR TYPICAL MASONRY CONTROL JOINT DETAIL AND SPACING. 8. REFER TO ARCHITECTURAL DRAWINGS FOR ALL OPENINGS. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER'S REQUIREMENTS AND NOTIFY ARCHITECT/ENGINEEER OF ANY DISCREPANCIES. 9. REFER TO ARCHITECTURAL/PLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS, STEP FOOTINGS AS REQUIRED (2/54.1) AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. REFER TO 2/51.2 FOR TYPICAL CONDUIT/PIPE DETAILS. 10. CONTRACTOR TO COORDINATE ALL SLOPES, DEPRESSIONS, AND SLAB OPENINGS w/ ARCHITECTURAL/ MEP DRAWINGS PRIOR TO CONSTRUCTION. REFER TO 12/84.1 FOR TYPICAL SLAB STEPS. 11. REFER t0 1/51.2 FOR WIND DESIGN CRITERIA. DIt PENSION/ELEVATION NOTES: 1. REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS AND ELEVATIONS. 2. ALL DIMENSIONS AND ELEVATIONS SHOWN ARE BASED ON DIMENSIONS AND ELEVATIONS PER ARCHITECTURAL SHEETS. 3. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND ELEVATIONS SHOWN WITH ARCHITECTURAL SHEETS AND MANUFACTURERS REQUIREMENTS AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. FOUNDATION PLAN NOTES: 1. SLAB -ON -GRADE TO BE 4" THICK WITH (oXro - WI.4XW1.4 W.W.F. ON VAPOR BARRIER OVER COMPACTED SOIL U.N.O. COORDINATE VAPOR BARRIER WITH ARCHITECT. SLAB SLOPE TOLERANCE = 1/8" PER 10'-0" PER ACI 11-1. REFER TO ARCHITECTURAL DRAWINGS FOR TERMITE TREATMENTS. 2. TOP OF SLAB ELEVATION = 0'-0" U.N.C. TOP OF ISOLATED COLUMN FTG. ELEVATION = l-) 1'-0" U.N.O. TOP OF WALL FTG ELEVATION = (-) 1'-4" U.N.O. 3. ( ) INDICATES TOP OF FOOTING ELEVATION. 4. STEP FOOTINGS WITH GRADE AS REQUIRED. PROVIDE 10" MIN. SOIL COVER OVERALL EXTERIOR FOOTINGS. CONTRACTOR TO FIELD -VERIFY FOOTING ELEVATIONS. NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. REFER TO 2/84.1 FOR STEPPED FOOTING DETAIL. 5. WALL FOOTINGS TO BE TYPE WF2.5 U.N.O. 5L,45 LEGEND: HATCH INDICATES EXTENT OF 4" (MIN.) THICK GONG. SLAB -ON -GRADE w/ III WI.4xWl.4 W.W-F. ON VAPOR BARRIER OVER COMPACTED SOIL, COORDINATE w/ ARCHITECTURAL AND CIVIL DRAWINGS. KEVIEW ANTE CITY OF ZEPHYRHILL PLANS EXAMINER�� �i5jztA� ALL WORK SHALT. COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES <E'r FLAN a o 0 0 a a REVISIONS BY 08.08.2018 REVI510N 3 ~� Cn r V' N =yti x Y s �T I: _ ../ ;=ate g o ro tl < > • Q oc 3 !� J T N M A w w U x Q E 0 E F.zUm Ew_W �x w z a0 w� x 00wxoa 1-4zHCl) o 61 O� E.41 •\G•E•Ns�,y�2,� 46665 • STATE OF �14 O R1C?.. j'jfls �O MOHAN ENGINEERING INC. Consult Shvc4rrd F naQa Fl- C O.A. No. 7496 George E. Mohan FL P.E. No. 46665 13051 K f.neb¢�9h A-, Suite 102 • Tamp ' FL 33626 Phone (813J 475-5983•F. (813) 699-8336 V -0 Z 0 J C CV � M v 0 m J E Q (/? -gyp , � V � •0 U O LL_ - LLI 0 - v v � a>i v m � 0 Q >1 0 m t _ 0_ IV Z O � v J w LL Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S2*1