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N <br />N <br />0 <br />N <br />N <br />0 <br />1A <br />v <br />4-0IIA <br />,V <br />Io <br />'0 <br />0 <br />v <br />.0 <br />4-1 <br />PLYWOOD ROOF DECK & <br />PLYWOOD ROOF DECK & FASTENERS PER PLAN, TYP. v <br />FASTENERS PER PLAN, TYP. U <br />C <br />2x12 CANT. TRUSS TOP CHORD +I 2x12 BLOCKING @ 24" O.C. (MAX.) BETWEEN c0 <br />2x12 TRUSS TOP CHORDS, TYP. - - +I 'O <br />�loo 16.PER TRUSS ENGINEER, TYP. ^10° "--- - - _ - ' <br />►n <br />} <br />U <br />U <br />Adk T.O. CMU 17.43 " i. �'` -'�` T.O. CMU C <br />EL.23'-4"± — — — — — — ----- ~"� — EL.2311 ,- <br />+�+ <br />o ' FORM & POUR PILASTER CAP . , Q <br />'. w/ CONCRETE BEAM, TYP. 3 t <br />a., <br />i 111r, <br />rl CONCRETE BEAM &REINF.1N ','/ ,-'"• CON COLUMN <br />F�1 PER PLAN & SCHEDULE, TYP. N ,Y: ', &REI ER PLAN & <br />T.O. CMU <br />T.O. CMU SCH ULE, P. I <br />EL.16'-0"± — i ° — — — — — — — — — — i — EL.16'-0"± — — — — — — — ly <br />C <br />i 4 <br />T.O. CMU > <br />T.O. CONC. BEAM EL 1411 <br />EL. IT-4"± <br />B.O. CONC. BEAM p <br />v <br />I <br />SOLID GROUTED MASONRY PILASTER <br />& REINF. PER PLAN, TYP. <br />I i <br />L <br />T.O. CONC. BEAM _ ;v, <br />EL. 9' 6"±% v <br />B.O. CONC, BEAM <br />SOLID GROUTED MASONRY PILASTER <br />& REINF. PER PLAN, TYP. OJ <br />'II <br />0 <br />U <br />CONCR COLUMN <br />&REI PE LAN & <br />SC ULE, TYP. C <br />T.O. CURB - <br />FIN. GRADE PER CIVIL DWGS., TYP. EL. 1'-0"± <br />.00 <br />T.O. CURB _ _ T.O. CURI--- -tit <br />B T.O. SLAB ' G <br />EL. 0'-0" — — — — — 4 — — — — • —_ EL. 0' 0" EL 0' 0" -i — — — — , — — • - — — — ' . — .— - —777, <br />— — <br />I-1i—III__— _ <br />I II. .II_III_ I � I I —III • I I —III I I _I I —I l a• I I°I _I I I I III— — <br />_!—! 1=III-1—!=1— <br />CONCRETE FOOTING &REINF. =i l — — 2'-8" 1'-6" 6'-0" 1'-4" 6'-4" 1'-4" 6'-0" 1'-6" 2'-8" <br />CONCRETE FOOTING &REINF. <br />PER PLAN & SCHEDULE, TYP. PER PLAN & SCHEDULE, TYP. _v <br />.0 <br />U <br />a <br />a <br />Framing Elevation @ Front Patio 2 Framing Elevation @ Front Entry <br />17 43 SCALE: Y4" = V-0" 517.43 SCALE: Y4" = V-0" ,C <br />. <br />t3 <br />n. <br />E <br />0 <br />U <br />U <br />v <br />0 <br />L <br />a <br />1A <br />i <br />L <br />0 <br />0 <br />4-0 <br />SIMPSON "A35" BLOCKING TO (0 <br />TOP OF CONCRETE BEAM, TYP. V <br />PLYWOOD ROOF DECK & 4: <br />FASTENERS PER PLAN, TYP. U <br />a <br />SIMPSON "HETA16" TO '^ <br />PLYWOOD ROOF DECK & CONCRETE BEAM, TYP. 'O <br />FASTENERS PER PLAN, TYP. C <br />B.O. BEAM <br />VARIES <br />C <br />+I <br />4 a <br />M v <br />B.O. BEAM <br />DOVETAIL ANCHOR SLOT NO. 100 BY VARIES ++ <br />+I v <br />HECKMAN (OR ENGINEER APPROVED o � <br />SUBSTITUTION). PRE-ENG WOOD TRUSS PER PLAN. TRUSS M 0 <br />GROUT FILLED CELL xxx <br />IF COLUMN IS CAST BEFORE DESIGNER TO PROVIDE 2x12 TOP CHORD <br />MASONRY WALL IS RUN UP, 1" W. X 16 GA. GALVANIZED DOVETAIL @ CANTILEVER PER ARCH. DWGS., TYP. 0 <br />C <br />USE DOVETAIL ANCHORS. ANCHOR AT 16" O.C. (OR ENGINEER TRUSS PER PLAN, TYP. IRDER •' CEILING SHEATHING PER � <br />APPROVED SUBSTITUTION) ARCH. DWGS., TYP. <br />ATA <br />2x12 BLOCKING @ 24" O.C. (MAX.) BETWEEN 2x12 TRUSS i, <br />TOP CHORDS. PROVIDE (3) 16d END NAILS, TYP. EACH END PRE-ENG WOOD TRUSS PER PLAN. TRUSS v <br />`i DESIGNER TO PROVIDE 2x12 TOP CHORD Al TRUSS TO TRUSS PRE-ENG WOOD GIRDER <br />AdkTRUSS PER PLAN, TYP. C <br />B.O. BEAM ON TRUSSES EITHER SIDE OF BEAM, TYP. B.O. BEAM ° • CONNECTIONS PER <br />n n VARIES VARIES TRUSS ENGINEER, TYP. C <br />1Y2 CLEAR COVER 7� ± W <br />9 GA. GALVANIZED JOINT "CB-04" CONCRETE BEAM "CB-03" CONCRETE BEAM C <br />IF MASONRY IS CAST BEFORE REINFORCING AT 16" O.C. PER PLAN & SCHEDULE, TYP. PER PLAN & SCHEDULE, TYP. C <br />COLUMN, EXTEND JOINT <br />REINFORCING 8" INTO COLUMN. DOOR & CONNECTIONS 'Q1 <br />PER ARCH. DWGS., TYP, Q <br />v <br />4. <br />3 Column/CMU Anchorage Detail q. Concrete Beam Section @ Entry 5 Concrete Beam Section @ Entry ° <br />v <br />5 <br />SCALE: Y4' = V-0" SCALE: Y4" = V-0" SCALE: %4" = V-0" 1) 17.43 S17.43 517.43 C <br />r <br />0 <br />3 <br />Q <br />J <br />FORUME <br />0 <br />0. <br />m <br />O <br />W <br />F <br />m <br />S <br />ARCHITECTURE & <br />9 <br />z INTERIOR DESIGN, INC. <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 />Zephyr <br />Commons <br />City of Zephyrhills, FL <br />& DESI ?4 <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 />ERISF°°°��✓��®® <br />®® OF <br />NAL <br />rrelle��e� <br />Robert C. Scroggins, P.E. <br />FL Registration No. 56158 <br />is document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date <br />d/or Time Stamp shown using a digital signature. Printed copies of this document are not <br />nsidered 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 N0. 4097 <br />IT <br />FA <br />W Structural Sections & <br />0 <br />I <br />Details <br />w <br />l- <br />z <br />00 <br />n <br />U <br />S17.43 <br />Ix <br />0 <br />LL <br />