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1 1 I I I I I I I I 11 I <br />I <br />MASONRY WALL REINFORCEMENT SCHEDULE <br />NO. <br />LOCATION <br />REINFORCEMENT <br />I <br />TYPICAL MASONRY WALL VERTICAL REINFORCEMENT <br />(1) "5 ROD VERTICAL AT 32' ON CENTER <br />2 <br />TYPICAL MASONRY WALL HORIZONTAL REINFORCEMENT <br />HORIZONTAL JOINT REINFORCING CONTINUOUS <br />AT 16' ON CENTER <br />NOTE: INSTALL (1) 05 ROD VERTICAL AT EACH SIDE OF ALL WALL OPENINGS <br />MASONRY WALL LINTEL SCHEDULE <br />LINTEL <br /># <br />OPENING <br />SIZE <br />LINTEL <br />LENGTH <br />LINTEL <br />LOAD <br />LINTEL SPECIFICATION <br />LINTEL <br />SIZE <br />REINFORCEMENT <br />L-I <br />3'-4' <br />4'-8" <br />1,500 PLF <br />CAST-CRETE BUB <br />8' X 8' <br />(1) "5 <br />L-2 <br />4'-0' <br />5'-4' <br />300 PLF <br />CAST-CRETE 8UB <br />8' X 8" <br />(1) "5 <br />L-3 <br />6'-6' <br />7'-10' <br />600 PLF <br />CAST-CRETE 8UB <br />8' X 8" <br />(1) 05 <br />L-4 <br />12'-8' <br />14'-0' <br />1,285 PLF <br />CAST-CRETE BF16-06 <br />8" X 16" <br />(1) 05 <br />L-5 <br />19'-0" <br />21'-4' <br />1,285 PLF <br />CAST-CRETE 8F24-IB <br />8' X 24" <br />(1) "5 TOP & BOTTOM <br />NOTE: SEE SHEET GI.2 FOR LINTEL FLORIDA PRODUCT APPROVAL INFORMATION <br />STRUCTURAL LOAD DATA <br />Basic Building Structural Information <br />This table was prepared using Windload Calculator Plus Software available from www,windcalcs.com <br />Floor and Roof Live Loads <br />Floor Live Loads..................................................................... <br />First Floor: <br />100 psf uniform; 10001bs concentrated <br />Upper Floors: <br />75 psf uniform; 1000 lbs concentrated <br />RoofLive Loads................... <br />................................................. <br />Roofs: <br />20 psf uniform; 300 lbs concentrated <br />(Balcony and Deck live loads are <br />150% f the admacent space served. <br />Wind Design Data <br />Ultimate Wind Speed: 137 mph Nominal Wind Speed: 106 mph <br />Risk Category: II <br />Wind Exposure: B <br />Enclosure Classification: Enclosed <br />End Zone Width (0.6h): 10.80 ft. <br />Internal Pressure Coefficient: 0.18 Roof Geometry: Flat <br />Roof Slope: 1.0 in 12 ( 4.80) Mean Roof Height: 18 ft. <br />(The Ultimate Wind speed was used to determine the Component and <br />Cladding design pressures.) <br />(This Building is not in a Wind <br />-Borne Debris Region, and opening <br />protection is not required.) <br />Components and Cladding <br />(Calculated Using ASCE 7-16, Chapter 30) <br />Roof Zone 1: <br />+16.0 psf max., -47.9 psf min. <br />Roof Zone 1': <br />+16.0 psf max., -27.5 psf min. <br />Roof Zone 2: <br />+16.0 psf max., -63.2 psf min. <br />Roof Zone 3: <br />+16.0 psf max., -86.2 psf min. <br />Overhang at Roof Zone 1: <br />43.3 psf min. <br />Overhang at Roof Zone F: <br />43.3 psf min. <br />Overhang at Roof Zone 2: <br />-58.6 psf min. <br />Overhang at Roof Zone 3: <br />-81.6 psf min. <br />Wall Zone 4: <br />+30.1 psf max., -32.6 psf min. <br />Wall Zone 5: <br />+30.1 psf max., 40.3 psf min. <br />16' X 7' Garage Door: <br />+25.6 psf max., -30.0 psf min. <br />Design Soil Bearing Capacity: 2,000 psf <br />N <br />N p:1 <br />CA <br />t_I Tr)D OC 1AIA1 I <br />t <br />l <br />[Z� <br />\ <br />E <br />lNNNNNNNNN1 1�_ <br />�_ <br />�_� <br />� <br />IMEM <br />IME <br />1NN1NNII <br />ww <br />IMEME <br />ww <br />ww <br />ww <br />w� <br />wwwE <br />wwNINEw� <br />w� <br />ww <br />NNN11N <br />lNII1 <br />w <br />ww <br />NINEww <br />ww <br />� <br />ww <br />w <br />� <br />ww <br />ww <br />ww <br />� <br />�►l_ <br />� <br />Its <br />ti— <br />� <br />wtw <br />ti <br />tttt� <br />i <br />: • • <br />� <br />--------------- <br />(l— <br />EE <br />ND <br />I• <br />t1— <br />It N <br />I <br />` <br />--/�—.immmml <br />/—S---gam <br />w��i—/------/I���■=/�/----�9�� <br />\ <br />www <br />I-------------/��ONwINKAW, <br />WANW <br />���—--AMAWAM <br />wMwI►A.p____WWA <br />W I�I►�,�������"AIwNN <br />ww���'�����i�w��NOEr"��AF�s"i■Nww <br />ww� <br />=�� <br />• <br />���wr <br />�ww� <br />C <br />��� <br />��� <br />�ww <br />�w� <br />■�ww� <br />w�ww� <br />w•ww11• <br />�ww <br />www <br />�ww <br />• <br />wwwwl�w�� <br />I•ww <br />�w�� <br />w•��w� <br />Www <br />�w� <br />ww <br />wi <br />• - <br />IMEME <br />ww <br />ww <br />t� <br />w <br />•' <br />ww <br />i <br />• <br />• ` <br />w� <br />ww <br />wi <br />• <br />wi <br />ww <br />i <br />• - <br />i <br />I• <br />FIN FLOOR <br />\—1i1 <br />AWE <br />wwwE <br />�� <br />�wwM <br />111 <br />ww <br />I• <br />_ <br />��� <br />�� <br />wwwwll•w� <br />�� <br />�� <br />=ww= <br />�wwlN <br />�ww <br />��� <br />wwwwll• <br />�w� <br />w� <br />�ww <br />w� <br />ww <br />ww <br />tl• <br />w <br />tl• <br />� <br />MwwlW <br />ww <br />� <br />w� <br />�w�� <br />ww <br />M� <br />www��w� <br />�w� <br />w�� <br />ww <br />�� <br />� <br />� <br />10�I• <br />ww <br />lW <br />tl• <br />w� <br />w� <br />� <br />wl <br />��NO <br />m <br />� <br />i� <br />ww <br />���w� <br />tiles <br />�� <br />I I I I I <br />I <br />3'-4' 25'-8' 3'-4' 14'-II" 3'-4' 14'-II' 3'-4' 14'-II' 3'-4' 18'-II" 3'-4' 12'-8' <br />I-4'-8 TOP OF WALL -6 TOP OF PILASTER <br />131'-4' <br />AT 19'-4' AFF AT 12'-8" AFF — <br />EAST MASONRY <br />WALL ELEVATION <br />3'-4' <br />SCALE 1/8" = 1'-0" <br />TnD !1C 1AIA1 I <br />:. <br />NNNNNNNNN <br />lNNNNN <br />�1• �� <br />i�� <br />am <br />am <br />= Lff <br />lIIINNNN <br />WEST MASONRY <br />BALL ELEVATION <br />SCALE 1/8" = 1'-0" <br />N N <br />N N rj <br />TOP OF WALL TOP OF WALL �. <br />:. • <br />- <br />FIN FLOOR <br />tl_ <br />INN <br />� <br />INN <br />00001 <br />--�-- <br />AN iw <br />����■ <br />OPENING <br />r■ <br />www� <br />■� <br />—I� <br />w_ <br />w■ <br />ww <br />we <br />w_w� <br />w� <br />A ( s6 AFF AT 14'-0 "^AFF <br />SOUTH MASONRY <br />Qd <br />WALL ELEVATION <br />SCALE 1/8" = 1'-011 <br />8. <br />TOP OF TIE BEAM <br />(SEE ELEVATIONS) 11` <br />D4 •O0 <br />(COURSE K/O BLOCK REINFORCED <br />WITH (1) "5 BARS FILLED SOLID <br />I <br />1 <br />SEE PLAN FOR VERTICAL <br />WALL REINFORCING <br />I <br />I <br />2 TIE BEAM DETAIL <br />1.2J <br />SCALE 3/4" = 1'-0' <br />� <br />ww <br />ww� <br />�www� <br />� c;=■ <br />FIN FMOR_ <br />3'-4' 12'-8' 3'-4 <br />— 1,_6 TOP OF PILASTER 1,_6 <br />AT 12'-8' AFF <br />NORTH MASONRY <br />WALL ELEVATION <br />SCALE 1/8" = 1'-0" <br />8' <br />2 COURSES K/O BLOCK REINFORCED <br />WITH (2) "5 BARS FILLED SOLID <br />BOT OF TIE BEAM <br />ELEV. = 11'-4' <br />SEE PLAN FOR VERTICAL <br />WALL REINFORCING <br />zo <br />1 TIE BEAM DETAIL <br />1.21 <br />SCALE 3/4' = 1'-0" <br />Y <br />FV <br />(Revisions <br />Date <br />By <br />REV PER BLDG DPT <br />9/8/21 <br />MAJ <br />Mark A. onnatti <br />Florida A 0010778 <br />JONNATTI <br />ARCHITECTURE <br />INCORPORATED <br />21021 US Highway 19 N <br />Clearwater, Florida 33765 <br />(727) 725-ARCH <br />(727) 725-2603 fx <br />www. jarch.com <br />info@jarch.com <br />© Jonnatti Architecture <br />Incorporated 2021 <br />OF Ft o <br />�'• A 7 ; ti <br />S/&/21 <br />ZEPHR <br />RETAIL <br />DEVELOPMENT <br />US HWY 301 <br />GALL BLVD <br />ZEPHYRHILLS <br />FLORIDA <br />33542 <br />MASONRY <br />WALL DETAILS <br />Drawn <br />MAJ <br />Check <br />MAJ <br />Date <br />AUG 18, 2021 <br />Scale <br />AS NOTED <br />Job No <br />I ZEPHR RB <br />Sheet <br />S 1 02 <br />