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WOOD BOTTOM <br />CONCRETE SLAB & REINF. <br />I PLAN &SCHEDULE, TYP. <br />'0 <br />PLAN & SCHEDULE, TYP. <br />CONCRETE SLAB & REINF. <br />CONCRETE SLAB & REINF. <br />PER PLAN, TYP. <br />PLATE & CONNECTION PER <br />PLAN & SCHEDULE, TYP. <br />PER PLAN, TYP. <br />CONCRETE <br />w_ X ALIGN SLAB STEP w/ EXT. <br />SLAB & REINF. `I' Q- Q <br />0 <br />FINISHED GRADE PER PLAN, P. <br />FIN. GRADE <br />PER PLAN, <br />�' LAYER OF SHEATHING PER <br />TYP. > <br />U <br />ARCH. DWGS., TYP. <br />\NL>4 <br />ro <br />co <br />— d 4 <br />III <br />°1 <br />° d e ° d 4 <br />°1°d° °4 1—__=i <br />p <br />l l l III <br />° - - <br />_ <br />—_ —I_=1 I— <br />�2z III=III=III °d=_—�_=1 <br />a - - - - - <br />_I I-1 I_I I I —I =1 I <br />_ II ° - - - - - <br />w - d 1= �I—III—I—III <br />--'---I— <br />- _ - _ <br />—1 —I I I_I I I_I I I ° 1 <br />_ <br />-III—I I —I I I_ a d <br />°° d - - - a� <br />° =1I —I I_I I_I <br />_ w <br />1 - _ <br />A —I—I 1-1 I— o N <br />___-- ° °d <br />- - - - - <br />-III-1 I_I I I —III_ ° ° d <br />_ ° Z <br />I —III —III �1 d d ° 1 — <br />+� <br />L <br />a _ _ _ _ <br />U, z -1 I —Ill —I I —III —I I —III <br />_ �- - VAPOR BARRIER <br />V- III —I 1-1 <br />�I <br />—1 I: v= <br />4 dd o d v <br />°-- <br />° _ _-7T=,_— <br />i— _ — LU <br />_ _ <br />1—III—III—III—III w- <br />0 <br />o -I {-III—i 1=III—III o° o°=� <br />VAPOR BARRIER <br />a a d <br />v <br />I I=1 <br />�' <br />3' C R <br />REINF.. STL. PER PLAN <br />3' C R VAPOR BARRIER <br />WIDTH <br />d 4 <br />--—I—I 1-III— o N <br />-I v 1= • =1 I I_ III -"- <br />_ - <br />Cn <br />3' C R <br />7 <br />ro <br />e <br />WIDTH <br />REINF. STL. PER PLAN <br />VAPOR BARRIER <br />m REINF. STL. PER PLAN <br />3 C 3 C R. <br />& SCHEDULE, TYP. <br />&SCHEDULE, TYP. <br />ro <br />& SCHEDULE, TYP. <br />WIDTH REINF. STL. PER PLAN <br />WIDTH <br />& SCHEDULE, TYP. <br />4 <br />v <br />Typical Exterior Footing <br />2 Typical Thickened Edge <br />3 Typical Interior Single Wall Footing <br />4 Typical Slab Depression <br />v <br />S 3J13SCALE: 3/4" = 1'-0" <br />S 3.0 3 SCALE: ; 4" = 1'-0° <br />S 3.0 3 SCALE: %4" = F-0" <br />E <br />S3.03 SCALE: 3/4' = 1'-0" <br />v <br />v <br />ro <br />v <br />U <br />NOTES: COORDINATE EDGE OF SIDEWALK <br />0 <br />U <br />DETAILS w/ SITE/CIVIL DINGS., TYP. <br />W <br />PER <br />ARCH <br />4 <br />I <br />FTG. <br />WALL SHEATHING PER <br />1'-6" LAP 311 2'-0" SQUARE 3" 1'-6" LAP <br />cc <br />HANDRAIL & CONNECTIONS <br />SCHEDULE, TYP. <br />G <br />WOOD STUD WALL PER <br />PER ARCH. DWGS., TYP. <br />I I I I <br />C <br />PLAN & SCHEDULE, TYP. <br />I PRE-ENGINEERED <br />WOOD STUD WALL PER <br />WALL SHEATHING PER <br />�� I jj, STEEL STAIR STRINGER <br />WALL SHEATHING PER <br />PLAN & SCHEDULE, TYP. <br />FOOTING <br />PLAN, TYP. <br />L3"x3"x4" LG. 4" LONG w/%Z'QS "LDT" III J j / <br />SCHEDULE, TYP. <br />BEYOND <br />CONT. 2x P.T. WOOD BOTTOM <br />(LARGE DIAMETER TAPCON) IJ PLOYMER KOROLATH SHIM <br />N <br />PLATE & CONNECTION PER PLAN <br />ANCHORS, TYP. PER ARCH. DWGS., TYP. <br />° <br />& SCHEDULE, TYP. CONCRETE SLAB &REINF. <br />PER PLAN, TYP. <br />CONCRETE SLAB &REINF. � <br />PER PLAN, TYP. <br />VENEER LEDGE PER <br />,. CONCRETE SLAB & REINF. <br />Q <br />d• 4 • • • • d , • <br />d <br />V <br />NARCH. <br />'X. <br />DWGS., TYP. <br />PER PLAN, TYP. <br />LU <br />d <br />° 4 <br />° <br />a <br />d <br />° , 1 ° ° °d 1 4 z <br />FINISHED <br />°d ° - ° ° <br />° 4 <br />4 4 III I I= I =I I <br />(= <br />ro <br />-11 - - - n~ <br />I—III—III-1 I w <br />_-�' —= = ° d —_ -_— _- a <br />-III—I I_I III. 1 ° 1 III —III III w _ <br />a GRADE <br />W <br />d ° <br />° ° ° <br />= " <br />#4 @ 12 O.C. <br />- ° - <br />= EA. WAY, TYP. d -' <br />N <br />_ <br />- <br />o-i <br />+C+ <br />-=='' <br />v a - �- <br />I:v = d , d d ° 1= <br />_ <br />0 Z 1=1 1=1 1=) <br />-III-III-III <br />° d d d ° SCHEDULED REINF. <br />d WATERPROOF <br />3' C R VAPOR BARRIER <br />� <br />3' C R VAPOR BARRIER <br />2 -0" REINF. STL. PER PLAN <br />w <br />v o <br />.L <br />° <br />4 ° d ° PER PLAN (PROVIDE <br />4 #5 @ 12" O.C.E.W. <br />° ° ° a, 4 BOTTOM IF NOT <br />- ° <br />� FOUNDATION PER <br />d° d a ARCH. DWGS., TYP. <br />`O v 1d • , <br />3 <br />WIDTH REINF. STL. PER PLAN <br />& SCHEDULE, TYP. <br />_ SCHEDULED), TYP. <br />3" LR. 3' C R. ir, <br />_ <br />`"' III=I - =III-III=III <br />3' C R =� 3' C R <br />�' <br />& SCHEDULE, TYP. <br />=III— = I1- <br />0. <br />SCHED. WIDTH <br />6" 611 <br />G <br />0 <br />U <br />^U <br />5 Typical interior Party Udall Footing <br />6 Typical Footing @ Steel Stair <br />7 Exterior <br />Spread Footing @ Pilaster <br />8 Typical Sump Pit Detail <br />a <br />3.0 ? SCALE: %4" = 1'-0" <br />SCALE: %4' = 1'-0" <br />S3.03 <br />,r <br />S 3.0 3 SCALE: Y4' = F-0" <br />S 3.0 3 SCALE: %4" = it Ott <br />S <br />0 <br />4. <br />to <br />0 <br />ro <br />U <br />rl <br />8 CMU, TYP. <br />WOOD STUD WALL PER <br />BEYOND 6'-0" VERIFY w/ ELEVATOR MANUF., TYP. PLAN & SCHEDULE, TYP. <br />^Q) <br />W <br />WALL SHEATHING <br />Q' <br />2 #5 CONT. <br />8" CMU PER PLAN, TYP. <br />BOTTOM, TYP. <br />W2 #5 CONT. BOTTOM,N. 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ITII ITII l li ,l l' <br />IIIIIIII11j1111,; 111- <br />I I 31I <br />N <br />0 <br />L I <br />L <br />I I <br />.0 <br />L — — — — — — J <br />4j <br />SUMP PIT SEE "8/S3.03" <br />4. <br />0 <br />oe�9� Transverse Section <br />Through ElevatorIiA <br />.0 <br />S3.o3 SCALE: %4' = F-0" <br />SEE "9/S3.02" FOR FOOTING SCHEDULE <br />v <br />0 <br />3 <br />d <br />J <br />} <br />m <br />0 <br />W <br />m <br />FORUME <br />ftARCHITECTURE & <br />I <br />z INTERIOR DESIGN, INC. <br />i PLANNING I ARCHTECiURE I INTERIOR DESIGN <br />W <br />W <br />0 <br />0 <br />W 237 S. Westmonte Drive, Suite 220 <br />z Altamonte Springs, FL 32714 <br />co 407.830.1400 <br />w <br />www.forumarchitecture.com <br />W <br />U <br />E <br />W <br />0 <br />W <br />Zephyr <br />Commons <br />City of Zephyrhills, FL <br />o - -: <br />UR <br />N <br />u 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 <br />o TEL 407/682-2086 ■ FAX 407/682.2386 <br />N WWW.SCD-ENG.COM <br />w' ��dp00�Oppp� <br />� 0 <br />CR9����ao <br />a F03 <br />Lu <br />a o <br />Z <br />ao <br />TAB OF ° <br />o ° <br />�QOG3O,���o <br />Bdo�G 0�QL oo �0 <br />0 oa000u00000 <br />W Robert C. Scroggins, P.E. <br />� FL Registration No. 56158 <br />Z This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date <br />0 <br />and/or Time Stamp shown using a digital signature. Printed copies of this document are not <br />w considered signed and sealed and the signature must be verified on any electronic copies. <br />0 <br />U <br />SET DISTRIBUTIONS: <br />0 <br />Of <br />a <br />U <br />E <br />U <br />W <br />W <br />0 <br />0 <br />W <br />J <br />Z <br />O <br />W <br />N <br />to <br />W <br />of <br />a <br />0 <br />z <br />a <br />U <br />Z <br />z <br />V) <br />ui <br />0 SHEET REVISIONS: <br />W <br />Z <br />05 <br />W <br />W <br />I- <br />U <br />W <br />U <br />K <br />Q <br />E <br />0 <br />0 <br />tL <br />tL <br />0 <br />W <br />0 <br />0 <br />W <br />2 <br />F- <br />W <br />(Y <br />Q <br />z <br />z <br />W <br />z <br />Z <br />O <br />U <br />K <br />W <br />0 <br />z <br />F EDITED BY: RCS, TLW <br />SC&D PROJECT NO. 21-020 <br />g FORUM PROJECT NO, 4097 <br />W <br />N <br />W <br />I- <br />U <br />Z <br />A Structural Sections & <br />0 <br />Details <br />W <br />H <br />Z <br />05 <br />W <br />U <br />W <br />S <br />U <br />S3.03 <br />0 <br />W <br />O <br />