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t- <br />ro <br />ro <br />b <br />NOTES: COORDINATE EDGE OF SIDEWALK <br />s. <br />DETAILS w/ SITE/CIVIL DWGS, TYP. <br />0 <br />4 <br />LL <br />WALL & FTG. <br />C <br />WALL SHEATHING PER WOOD STUD WALL PER <br />WOOD STUD WALL PER PLAN &SCHEDULE, TYP. <br />4-1 <br />� <br />PLAN & SCHEDULE, TYP. PLAN &SCHEDULE, TYP. <br />WALL SHEATHING PER <br />CONT. 2x P.T. WOOD BOTTOM <br />BRG. WALL BEYOND <br />PLAN & SCHEDULE, TYP. <br />CONT. 2x P.T. WOOD BOTTOM <br />PLATE & CONNECTION PER <br />PER PLAN, TYP. <br />PLATE & CONNECTION PER <br />PLAN & SCHEDULE, TYP. <br />U <br />CONCRETE CURB & REINF. PER PLAN &SCHEDULE, TYP. <br />RECESS PER ARCH. DWGS. <br />ro <br />DETAIL "10/S3.02", TYP. <br />CONCRETE SLAB & REINF. <br />CONT. ISOLATION JOINT, TYP. (%4' MAX.), TYP. <br />CONCRETE CURB & REINF. PER <br />CONCRETE SLAB & REINF. <br />PER PLAN, TYP. <br />0 <br />FINISHED GRADE PER PLAN, TYP. <br />PAVING BY OTHERS CONC. SLAB & REINF. <br />DETAIL "10/S3.02", TYP. <br />U <br />w � <br />PER PLAN, TYP. <br />cc <br />w <br />CONCRETE CURB & REINF. PER <br />U <br />ro <br />° ° <br />a <br />° a ° .� <br />DETAIL "10/2.02", TYP.N. <br />C <br />^t 1N00 <br />N <br />° ° a ° ° <br />1 <br />a = z <br />CONCRETE CURB POURED <br />.. <br />=1 I=1 <br />°—Iiliil�Ii <br />`n <br />° <br />Z_ 11 ICI ��=� <br />I�I—IIIII_I�1= <br />° °° <br />I___ ° a <br />II�— <br />° _ <br />°al ° 1 — .I w <br />III= p o <br />LU Q MONOLITHIC w/ SLAB, TYP. <br />Q <br />.. <br />°a <br />VAPOR BARRIER <br />a• <br />° <br />° iTl— VAPOR BARRIER - <br />° v <br />6 <br />> �o CONCRETE SLAB & REINF. <br />L <br />0 <br />VAPOR BARRIER <br />10 a ° <br />-' ° <br />m <br />3' C R <br />PER PLAN, TYP. <br />C <br />C?a <br />c ° . ° <br />Q <br />° <br />U <br />U ° REINF. STL. PER PLAN <br />WIDTH <br />REINF. STL. PER PLAN <br />° 4 ° <br />ro <br />M 3' C R. 3' C R. REINF. STL PER PLAN <br />& SCHEDULE, TYP, <br />rY' 3' C R. 3' CLR. & SCHEDULE, TYP. <br />& SCHEDULE, TYP. <br />— 1= i= —_ _ _ _ I I__ <br />—I —I == = = = r i= ,III— <br />U <br />WIDTH <br />WIDTH <br />- VAPOR BARRIER <br />O <br />N <br />.0 <br />Exterior Footing w/ Curb <br />2 Exterior Footing @ Garage Door <br />3 Interior Single Wall Footing w/ Curb <br />4 Non -Bearing Interior Curb <br />v <br />C <br />1�2.04 SCALE: %4" = 1'-0" <br />SCALE: Y4" = 1'-0" <br />�2.04 <br />SCALE: %4" = 1'-0" <br />�2-04 <br />,c_ <br />L <br />S3.O-1' SCALE: Y4' = 1'-0" <br />—I <br />v <br />Q) <br />v <br />ro <br />IA <br />7 <br />0 <br />NOTES: COORDINATE EDGE OF SIDEWALK <br />DETAILS w/ SITE/CIVIL DWGS., TYP. <br />E <br />8" CMU SET 1N RUNNING VERT. REINF. IN SOLID <br />WOOD STUD WALL <br />WALL <br />8" CMU SET IN RUNNING <br />8" CMU SET IN RUNNING VERT. REINF. IN SOLID <br />C <br />BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE <br />PER PLAN & <br />BOND w/ HORIZ. LADDER <br />BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE <br />E <br />REINF. @ 16" O.C. TYP. <br />REINF. @ 16" O.C. TYP. <br />REINF. @ 16" O.C. TYP. <br />C <br />DOWELS TO MATCH VERT. REINF. <br />GYPSUM WALL SHEATHING <br />DOWELS TO MATCH VERT. REINF. <br />DOWELS TO MATCH VERT. REINF.—I <br />w/ STD. HK. LAP 48 BAR O's <br />PER WALL SCHEDULE, TYP. <br />w/ STD. HK. LAP 48 BAR O's <br />w/ STD. HK, LAP 48 BAR O's <br />N <br />CONCRETE SLAB &REINF. <br />CONC. SLAB &REINF. <br />VERT. REINF. IN SOLID <br />CONC. SLAB &REINF. <br />PER PLAN, TYP. <br />PER PLAN, TYP. <br />Ea <br />GROUTED CELL PER <br />PER PLAN, TYP. <br />U <br />SCHEDULE <br />FINISHED GRADE ° <br />— ——aL <br />_ ° <br />° a ° <br />I —III —III —I 1 ° <br />— d <br />1 ==� = w _ <br />=III— <br />4°_OJ <br />- = = 1 ° 1 — 1= —11 — w— <br />�——" <br />- <br />i <br />CONCRETE SLAB & REINF. <br />�— � <br />_ _ _ _ _ <br />I"' - —III—III— h °L <br />— <br />-U a°4 ° <br />PER PLAN, TYP. <br />—- = i=III=III <br />u, Z ;— _ _ <br />—) i I lI °a VAPOR BARRIER <br />M <br />3' C R <br />VAPOR BARRIER <br />3' C R VAPOR BARRIER <br />L <br />° <br />0 REINF. STL. PER PLAN <br />3 <br />° <br />—1 I =1 <br />° & SCHEDULE, TYP. <br />WIDTH <br />REINF. STL. PER PLAN <br />WIDTH REINF. STL. PER PLAN <br />° <br />_ 1 - i— <br />° a <br />v <br />& SCHEDULE, TYP. <br />& SCHEDULE, TYP. <br />Q, <br />_—I — <br />-III-III=III- 6 <br />"' 3" C R. 3" C R. <br />E <br />0 <br />WIDTH <br />lo <br />+j <br />U <br />v <br />o <br />r5�Non-Bearing Slab Depression <br />6 Typical Exterior Footing @ CMU <br />7 Interior Wall <br />Footing @ CMU <br />8 Interior Wall Footing @ CMU <br />a <br />S3.Oct SCALE: %4' = 1'-0" <br />S 3.O'T SCALE: %4" = 1'-0" <br />SCALE: %4" = 1'-0" <br />S <br />S 3.OT SCALE: Y4" = 1'-0" <br />J 'T <br />J <br />.Oct <br />'T <br />J �f <br />L <br />0 <br />4• <br />0 <br />ro <br />U <br />,u <br />a <br />h <br />ro <br />C <br />0. <br />IF COLUMN IS CAST BEFORE DOVETAIL ANCHOR SLOT NO. 100 BY <br />r <br />MASONRY WALL IS RUN UP, HECKMAN (OR ENGINEER APPROVED <br />USE DOVETAIL ANCHORS. SUBSTITUTION). <br />v <br />GROUT FILLED CELL <br />'tJ <br />IF MASONRY IS CAST BEFORE <br />JOINT <br />v <br />COLUMN, EXTEND <br />REINFORCING 8" INTO COLUMN. i" W. X 16 GA. GALVANIZED DOVETAIL <br />0 <br />ANCHOR AT 16" O.C. (OR ENGINEER <br />APPROVED SUBSTITUTION) <br />IIA <br />., <br />v <br />q' <br />C <br />C <br />W <br />9 GA. GALVANIZED JOINT <br />1%" CLEAR COVER <br />b0 <br />REINFORCING AT 16" O.C. <br />V1 <br />0 <br />..0 <br />++ <br />4. <br />0 <br />9 Column/CMU Anchorage Detail <br />Q) <br />S• O'T SCALE: %4' = 1'-0" <br />.0 <br />0 <br />3 <br />d <br />J <br />} <br />0 <br />W <br />F <br />2 <br />O <br />X <br />L <br />U <br />z <br />z <br />0 <br />V) <br />W <br />0 <br />o! <br />0 <br />ui <br />W <br />1-- <br />z <br />C5 <br />rn <br />z <br />0 <br />rn <br />w <br />of <br />z <br />0 <br />U <br />U <br />0 <br />0 <br />O <br />IL <br />Lu <br />W <br />Z <br />Q <br />U <br />Z <br />Z <br />U) <br />W <br />O <br />tY <br />0 <br />a <br />Lu <br />I- <br />z <br />co <br />W <br />U <br />U <br />W <br />H <br />U <br />Of <br />a <br />i <br />7 <br />0 <br />0 <br />LL <br />U <br />z <br />FORUME <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHRECTURE I W MMM DESIGN <br />237 S. Westmonte Drive, Suite 220 <br />Altamonte Springs, FL 32714 <br />407.830,1400 <br />www.forumarchitecture.com <br />Zephyr <br />Commons <br />City of Zephyrhills, FL <br />�T <br />-A DESIGN <br />,r'm� <br />2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 <br />TEL 407/682-2086 ■ FAX 407/682-2386 <br />WWW.SCD-ENG.COM <br />o GFNIse ° 00 <br />kP a <br />O � <br />o�C'7 0°°° TAT OF o ° <br />0 <br />1j° N oL00000 <br />Robert C. Scroggins, P.E. <br />FL Registration No. 56158 <br />This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date <br />and/or Time Stamp shown using a digital signature. Printed copies of this document are not <br />considered signed and sealed and the signature must be verified on any electronic copies, <br />SET DISTRIBUTIONS: <br />0 SHEET REVISIONS: <br />EDITED BY: RCS, TLW <br />SC&D PROJECT NO. 21-020 <br />FORUM PROJECT NO. 4097 <br />z <br />w Structural Sections & <br />0 <br />o ninth I iC <br />a <br />w <br />z <br />co <br />n <br />N <br />U <br />a S3.04 <br />0 <br />w <br />O <br />