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PROVIDE (2) #5 <br />EACH CELL <br />FILLED CELLS, TYP <br />MC-1 <br />PROVIDE (2) #5 <br />EACH CELL <br />1. MASONRY COLUMNS SHALL BE REINFORCED WITH 9 GA. GALVANIZED <br />LATERAL REINFORCING @ 8' O.C. HORIZONTAL, TYP. <br />MC-2 <br />FILLED CELLS, TYP. <br />L-1 <br />COLUMNSTEEL <br />I� <br />VERT. REINF. SEE <br />FOUNDATION PLAN NOTES <br />U-SHAPED PRECAST <br />CONCRETE LINTEL. <br />(1) #5 CONT. <br />VERT. REINF. SEE <br />FOUNDATION PLAN NOTES. <br />-v <br />N <br />(V <br />N <br />(1) #5 CONT. <br />U-SHAPED PRECAST <br />CONCRETE LINTEL. <br />L-3 <br />i <br />lI <br />�i <br />VERT. REINF. SEE <br />FOUNDATION PLAN NOTES. <br />(1) #5 CONT. <br />(1) #5 CONT. <br />U-SHAPED PRECAST <br />CONCRETE LINTEL. <br />L-2 <br />(1) #5 CONT. <br />VERT. REINF. SEE <br />FOUNDATION PLAN NOTES. <br />(V <br />(h <br />(V <br />N <br />(1) #5 CONT. <br />U-SHAPED PRECAST <br />CONCRETE LINTEL. <br />L-4 <br />C.M.U. PRECAST LINTEL SCHEDULE <br />N.T.S. <br />NOTES: <br />1. 8" PRECAST LINTELS BY CASTCRETE CORPORATION OR APPROVED EQUAL. <br />2. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS. <br />3. SEE THE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS, <br />4. PROVIDE 8" MINIMUM BEARING EACH END. <br />PLYWOOD SHEATHING NAILING SCHEDULE <br />ROOF AND WALL <br />NAIL SIZE <br />NAIL SPACING <br />ZONE <br />8d (RING SHANK) <br />6" @ EDGES. 12" @ INTERMEDIATE SUPPORTS <br />ROOF O D <br />8d (RING SHANK) <br />6" @ EDGES, 12" @ INTERMEDIATE SUPPORTS <br />ROOF <br />8d <br />6" @ EDGES, 12" @ INTERMEDIATE SUPPORTS <br />WALL O5 <br />8d <br />6- @ EDGES, 12" @ INTERMEDIATE SUPPORTS <br />WALL O4 <br />CORNER DISTANCE. A = 3 FEET <br />FOOTING SCHEDULE <br />MARK <br />SIZE <br />W%DxL <br />REINFORCING <br />F20.12 <br />2'-0" x 12" x CONT. <br />(3) #5 CONT. <br />F60.40 <br />6-0" x 12" x 4'-0" <br />(5) #5 LW, TOP & BOTT. <br />(7) #5 SW, TOP & BOTT. <br />F30 <br />3-0" x 12" x 3-0" <br />(4) #5 EW, TOP & BOTT. <br />F40 <br />4'-0" x 12" x 4'-0" <br />(5) #5 EW, BOTT. <br />BEAM SCHEDULE <br />MARK <br />SIZE BxH <br />(inches) <br />REINFORCING <br />REMARKS <br />BOTT <br />TOP <br />INT <br />BB-1 <br />8x8 <br />(1) #5 <br />- <br />- <br />MASONRY BOND BEAM <br />BB-2 <br />8x16 <br />(1) #5 <br />(1) #5 <br />- <br />MASONRY BOND BEAM <br />BB-3 <br />8x24 <br />(1) #5 <br />(1) #5 <br />(1) #5 <br />MASONRY BOND BEAM <br />BB-4 <br />12x8 <br />(1) #5 <br />- <br />- <br />MASONRY BOND BEAM <br />BB-5 <br />12x16 <br />(1) #5 <br />(1) #5 <br />- <br />MASONRY BOND BEAM <br />BB-6 <br />12x24 <br />(1) #5 <br />(1) #5 <br />(1) #5 <br />MASONRY BOND BEAM <br />1. BB-# SHALL BE GROUTED SOLID FOR THE FULL HEIGHT OF BOND BEAM <br />2. BB-3 SHALL BE ONLY USED WHERE "BOND BEAM STEP DETAIL" IS REQUIRED <br />MASONRY WALL SCHEDULE <br />MARK <br />THICKNESS <br />REINFORCING <br />MW-1 <br />8" CMU <br />#5 @ 40" O.C. <br />MW-2 <br />8" CMU <br />#5 @ 24" O.C. <br />MW-3 <br />8" CMU <br />#5 @ 8" O.C. <br />MW-4 <br />12" CMU <br />#6 @ 48" O.C. <br />MASONRY WALL NOTES: <br />1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED <br />LATERAL REINFORCING @ 16" O.C. HORIZ. EXTEND REINFORCING <br />6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. <br />2. ADJACENT TO ANY EXTERIOR/INTERIOR 8" WALL OPENING, PLACE (1) #5 <br />VERTICAL IN CELL GROUTED SOLID. FOR ALL OPENINGS 5'-0" OR LESS, <br />OTHERWISE PROVIDE (2) #5 VERTICAL. FULL HEIGHT, U.N.O. <br />3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH <br />3000 PSI GROUT MIX. <br />DESIGN LOAD SCHEDULE <br />(ALL LOADS SHOWN ARE IN POUNDS PER SO. FT.) <br />�1 <br />cc <br />Q <br />COMPONENT <br />LL <br />0 <br />0 <br />W <br />� <br />C7 <br />Z <br />O <br />CO <br />g <br />10 <br />CEILING & MECH'L <br />10 <br />MISC. <br />15 <br />TOTAL DEAD LOAD <br />35 <br />TOTAL LIVE LOAD <br />20 <br />100 <br />TOTAL LOAD <br />55 <br />100 <br />ROOF WIND PRESSURE (PSF) Vasd <br />COMPONENTS AND CLADDING -EXPOSURE B-107 MPH WIND SPEED <br />EFFECTIVE WIND <br />AREA (SQ. FT.) <br />ROOF AREA <br />1 <br />2 <br />3 <br />10 <br />+ 9.6/-20.9 <br />+ 19.1 /-35.0 <br />+ 19.1 /-35.0 <br />20 <br />+9.6/-20.3 <br />+ 18.2/-31.3 <br />+ 18.2/-31.3 <br />50 <br />+9.6/-19.6 <br />+ 17.1 /-26.4 <br />+ 17.1 /-26.4 <br />100 <br />+9.6/-19.1 <br />+16.3/-22.6 <br />+16.3/-22.6 <br />NOTES: <br />1. WIND DESIGN PER FBC-6TH EDITION (2017) <br />2. +: INDICATES WIND PRESSURE <br />3. -: INDICATES WIND SUCTION <br />4. WALL DISTANCE A = 3 FT (COMPONENTS <br />AND CLADDING) <br />5. FOR EFFECTIVE WIND AREAS BETWEEN <br />THOSE GIVEN ABOVE THE LOAD MAY BE <br />INTERPOLATED, OTHERWISE USE THE LOAD <br />ASSOCIATED WITH THE LOWER EFFECTIVE <br />WIND AREA <br />n r <br />DOOR & WINDOW WIND PRESSURE (PSF) Vasd <br />COMPONENTS AND CLADDING -EXPOSURE B-107 MPH WIND SPEED <br />SIZE OF WALL <br />OPENING (SQ. FT.) <br />WALL AREA <br />4 <br />5 <br />10 <br />+ 19.1 /-20.7 <br />+ 19.1 /-25.5 <br />20 <br />+ 18.2/-19.8 <br />+ 18.2/-23.8 <br />50 <br />+17.1/-18.7 <br />+17.1/-21.5 <br />100 <br />+ 16.3/-17.9 <br />+ 16.3/-19.8 <br />NOTES: A A <br />1. WIND DESIGN PER FBC-6TH EDITION (2017) <br />1 7- <br />2. +: INDICATES WIND PRESSURE <br />I ® I <br />3. -: INDICATES WIND SUCTION 5 5 <br />4. WALL DISTANCE A = 3 FT (COMPONENTS <br />AND CLADDING) WALL ELEVATION <br />5. FOR EFFECTIVE WIND AREAS BETWEEN <br />THOSE GIVEN ABOVE THE LOAD MAY BE <br />INTERPOLATED, OTHERWISE USE THE LOAD <br />ASSOCIATED WITH THE LOWER EFFECTIVE <br />WIND AREA <br />GUTHERMAN STRUCTURAL INC. <br />'30 CROWN OAK CENTRE DRIVE <br />LONGWOOD, FL 32750 <br />P: 407.701.0875 <br />,utkerman <br />STRUCTURAL <br />V <br />H <br />I� <br />W <br />lZ <br />V <br />-- <br />o <br />O <br />CD <br />LbLo <br />Lb <br />0 O <br />Ur_�� <br />N <br />ww <br />^) <br />U) <br />w U) <br />� z <br />tom/ <br />V <br />O <br />_ <br />Q <br />" <br />Q <br />C.) <br />VzUc) <br />) <br />>- <br />N > <br />U <br />L1j <br />ILL <br />pQ <br />1 05-11-18 <br />GUT H•ERMq'.*/// <br />No. 60880 <br />STATE OF <br />F 1 <br />IONAL E��.�`�• <br />I111111111110% <br />John Gutherman Jr., P.E. <br />FL. REG. ##6o88o <br />0 <br />0 <br />0 <br />0 <br />CONTRACT DATE: <br />BUILDING TYPE: <br />PLAN VERSION: <br />SITE NUMBER: <br />STORE NUMBER: <br />ONE-OFF <br />N/A <br />XXXXX <br />XXXXXX <br />TENANT SHELL <br />ZEPHYRHILLS, FLORIDA <br />SCHEDULES <br />SOm3 <br />PLOT DATE: 5-11-18 <br />