Laserfiche WebLink
N <br />N <br />C) <br />N <br />N <br />0 <br />h <br />44 <br />ro <br />ro <br />NOTES: COORDINATE EDGE OF SIDEWALK <br />0 <br />DETAILS w/ SITE/CIVIL DWGS, TYP. <br />Gi. <br />� <br />v <br />WALL & FTG. <br />� <br />INT. WALL SHEATHING <br />EXT. WALL SHEATHING PER ARCH. DWGS, TYP. <br />PER PLAN, TYP. <br />8" CMU SET IN RUNNINGVERT. <br />BOND w/ HORIZ. LADDER <br />REINF. IN SOLID <br />WALL SHEATHING PER <br />EXT. WALL SHEATHING PER <br />WOOD STUD WALL PER <br />REINF. @ 16" O.C. TYP. <br />GROUTED CELL PER SCHEDULE <br />SCHEDULE, TYP.'`- <br />PLAN &SCHEDULE, TYP. <br />NOTES: BUILDING SLAB TO EXTEND Y2" PLAN & SCHEDULE, TYP. <br />CONT. 2x P.T. WOOD BOTTOM PLATE & <br />U <br />BEYOND EXTERIOR STUD LINE TO ALLOW CONT. 2x P.T. WOOD BOTTOM <br />CONCRETE SLAB & REINF. <br />DOWELS TO MATCH VERT, REINF. <br />WOOD STUD WALL PER <br />CONNECTION PER PLAN & SCHEDULE, TYP. <br />C <br />EXTERIOR WALL SHEATHING TO BE FLUSH PLATE &, CONNECTION PER <br />EDGE OF SLAB <br />PER PLAN, TYP. <br />w/ STD. HK, LAP 48 BAR O's <br />PLAN & SCHEDULE, TYP. <br />ALIGN SLAB STEP w/ EXT. LAYER OF <br />(aw/ <br />PLAN & SCHEDULE, TYP. <br />PAVERS PER ARCH. <br />CONCRETE SLAB & REINF. <br />w SHEATHING PER ARCH. DWGS., TYP. <br />CONCRETE SLAB & REINF. `t' - <br />s. <br />O <br />FINISHED GRADE CONCRETE SLAB &REINF. <br />DWGS., TYP <br />U <br />PER PLAN, TYP. <br />FIN. GRADE <br />T ,J <br />PER PLAN, TYP. <br />PER PLAN, TYP. > PAVERS PER ARCH. <br />U <br />N.1 <br />�/< ��—-/ <br />.. .' <br />DWGS., TYP. <br />%p <br />O[) n c n <br />-- <br />= Z -...III III— _ <br />' J n <br />° <br />] � n ° <br />J <br />.1 <br />> <br />- — <br />! / <br />p <br />r.r <br />--r <br />t— —vui <br />F _ -I I I I I I I I-- <br />_ _ — —_ = ;. <br />VAPOR BARRIER <br />° ] _ <br />1 1 = -- a <br />_ III III _ III —I 4u <br />� I — I -— <br />� � �I�IIIw0 <br />, ,21 <br />— _ _ 1 "' <br />III ° I' ° = z <br />_ <br />=i=--— —_ _ = 1 <br />+� <br />BARRIER <br />o <br />M3' C R <br />REINF. STL. PER PLAN <br />3' C Ri° <br />d. <br />+ VAPOR BARRIER <br />--I v == <br />I. 1= <br />,VAPOR <br />� <br />ro <br />rn 3' C R. 3" C R. REINF. STL- PER PLAN <br />WIDTH <br />& SCHEDULE, TYP. <br />WIDTH N <br />3' C R <br />VAPOR BARRIER <br />ro <br />& SCHEDULE, TYP. <br />&ESCHEDULEETYP. <br />WIDTH <br />REINF. STL. PER PLAN <br />U <br />WIDTH <br />& SCHEDULE, TYP. <br />0 <br />v <br />1 Typical Exterior Footing <br />2 Typical <br />Thickened Edge <br />3 Interior <br />Wall Footing @ CMU <br />q. Typical Slab <br />Depression <br />v <br />SCALE: Y4' = 1'_01, <br />S <br />S 19.3 3 SCALE: Y4' = 1'-0" <br />S 19.3 3 SCALE: %4' = 1'-0" <br />S 19.3 3 SCALE: Y4" = 1'-0" <br />r_CC <br />L <br />!.33 <br />v <br />4-1 <br />v <br />ro <br />.0 <br />NOTES: COORDINATE EDGE OF SIDEWALK <br />DETAILS w/ SITE/CIVIL DWGS, TYP. <br />pq <br />NOTES: COORDINATE EDGE OF SIDEWALK <br />C <br />PER PLAN <br />DETAILS w/ SITE/CIVIL DWGS., TYP. <br />y <br />8" CMU SET IN RUNNING <br />_ - - VERT, REINF. IN SOLID <br />BOND w/ HORIZ. LADDER <br />GROUTED CELL PER SCHEDULE <br />WALL SHEATHING PER <br />WOOD STUD WALL PER <br />REINF. @ 16" O.C. TYP. <br />PLAN & SCHEDULE, TYP. <br />PLAN & SCHEDULE, TYP. <br />DOWELS TO MATCH VERT. REINF. <br />- CONCRETE CURB & REINF. <br />CONT. 2x P.T. WOOD BOTTOM <br />PLATE &CONNECTION PER <br />C <br />w/ STD. HK. LAP 48 BAR O's <br />PER "10/519.32", TYP. <br />PLAN & SCHEDULE, TYP. <br />CONCRETE SLAB & REINF. <br />PER PLAN, TYP. <br />CONCRETE CURB & REINF. PER <br />CONCRETE SLAB & REINF. <br />PER PLAN, TYP. <br />y <br />T.O. CURB <br />_ <br />- <br />- PAVERS PER ARCH. <br />DETAIL "10/53.02", TYP. <br />o <br />PAVERS PER ARCH. <br />•� <br />PER ARCH. <br />DWGS TYP. <br />FINISHED GRADE <br />DWGS TYP. <br />FINISHED GRADE00 <br />a „ III ILI=' <br />- <br />_AV— <br />- _ — <br />III ILI—�I <br />- 1� III —I' <br />v <br />44 <br />I11 1.11=III=11I III-11I <br />L; z III-=,1II=1II III 1II <br />ql—III <br />w z III —III III II III <br />o III -III III_- III <br />—III / <br />III <br />o III=„III, i� <br />° >, VAPOR BARRIER <br />—I _- ;III <br />Q <br />] <br />_�._—i VAPOR BARRIER <br />REINF. STL. PER PLAN <br />v <br />v <br />&SCHEDULE, TYP. <br />= <br />3' C R. 3' C R. REINF. STL. PER PLAN <br />& SCHEDULE, TYP. <br />Li <br />m <br />3" <br />C R. 3' C L R. <br />WIDTH <br />G <br />0 <br />WIDTH <br />U <br />U <br />Q) <br />0 <br />5 Exterior <br />Footing @ CMU w/ Curb <br />6 Exterior <br />Footing w/ Curb <br />a <br />S 19. 3 3 SCALE: Y4" = 1'-0" <br />S19.33 SCALE: Y," =1'.0" <br />0 <br />0 <br />ro <br />U <br />4: <br />UI <br />a <br />Mtn <br />V <br />ro <br />c <br />ro <br />a <br />r <br />v <br />ro <br />v <br />3 <br />0 <br />.�C <br />kA <br />L <br />Q) <br />i+ <br />w <br />bA <br />0 <br />v <br />4. <br />0 <br />tA <br />0 <br />Q <br />J <br />FORUMN <br />0 <br />W <br />m <br />0 <br />ARCHITECTURE & <br />N <br />Z INTERIOR DESIGN, INC. <br />PLANNING I ARCHfIECiURE 1WMMR DESIGN <br />U) <br />W <br />0 <br />0 <br />W 237 S. Westmonte Drive, Suite 220 <br />z Altamonte Springs, FL 32714 <br />as 407.830.1400 <br />iW <br />www.forumarchitecture.com <br />w <br />I <br />Zephyr <br />Commons <br />City of Zephyrhills, FL <br />i I <br />' a <br />I I & Ml <br />2965 WEST STATE ROAD 434 SUITE 100 LONGWOOD, F <br />. _ . <br />� L 32779 <br />TEL 407/682-2086 • FAX 407/682.2386 <br />i WWW.SCD-ENG.COM <br />uo�uli�ioo�� <br />a) 0211,iG�lf22 i9 <br />( )) L ��� ��! <br />- <br />VNII ll d \\ <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 />i considered signed and sealed and the signature must be verlFla on any electronic copies. <br />SET DISTRIBUTIONS: <br />12/16/2021 OWNER REVIEW SET <br />' 02/17/2022 PERMIT SET <br />J <br />a <br />J <br />i <br />L <br />SHEET REVISIONS: <br />I <br />I <br />EDITED BY: RCS, TLW <br />SC&D PROJECT N0, 21-020 <br />FORUM PROJECT NO. 4097 <br />11 r <br />z <br />V) <br />W Structural Sections & <br />0 <br />fl <br />Details <br />W <br />z <br />00 <br />W <br />tr <br />D <br />I— <br />U <br />W <br />U <br />S19-33 <br />0 <br />IL <br />UU <br />