Laserfiche WebLink
to <br />v <br />V) <br />b <br />0 <br />E <br />v <br />s <br />4-1 <br />NAIL @ 6" O.C. w/ <br />NAIL @ 6" O.C. w/ 6d <br />1 <br />6d COMMON NAILS <br />COMMON NAILS <br />s <br />... <br />SIMPSON "HETA16". TYP. <br />V <br />V <br />C <br />''- �-- ........ <br />SIMPSON "HGUM5.25-SDS" <br />~...... ......... <br />HANGER, TYP. <br />.� <br />L <br />TRUSS BRG. <br />EL. 17'-4"± <br />.......... <br />OIL TRUSS BRG. <br />EL. 171-4"± <br />0 <br />U <br />ro <br />BN24" C.I.P. CONCRETE BEAM <br />SLOPE <br />C <br />& REINF. PER PLAN, TYP. <br />SLOPE <br />ROOF SHEATHING & <br />BN24" C.I.P. CONCRETE BEAM <br />ROOF SHEATHING & FASTENERS <br />B.O. BEAM <br />FASTENERS PER PLAN, TYP. <br />& REINF. PER PLAN, TYP. <br />PER PLAN, TYP. <br />y <br />EL.15'-4"± <br />L <br />0 <br />CONT. 2x6 TOP PLATE w/ (2) 0.157"0 HILTI <br />P <br />N <br />"C <br />�+ <br />(4} #5 DOWELS w/ 57D. HOOK <br />"X-U" P.A.F. (lYz" EMBED.) @ 16" O.C., TYP. <br />[ <br />TOP & BOTTOM @ 3" O.C., TYP. <br />PRE-ENG. WOOD ROOF TRUSS @ <br />24" O.C., TYP. <br />(�J <br />U <br />WALL SHEATHING & FASTENERS PER PLAN, <br />SIMPSON "HETA16", TYP. <br />0 <br />01 <br />"133-12" 3-PLY WOOD BEAM PER PLAN. BOTTOM <br />TYP. <br />OF BEAM TO BE FLUSH w/ BOTTOM OF TRUSS <br />VERT. REINF. PER PLAN & SCHED. <br />w/ STD. HOOK @TOP, TYP. <br />BOTTOM CHORD, TYP.` <br />< <br />I ~ <br />TRUSS BRG. <br />EL. 10'-8"± <br />CONT. 2x6 BOTTOM PLATE w/ (2)Y4"x4Yz" <br />LAG SCREWS 16 O.C. INTO CENTERS OF <br />TRUSS BRG. <br />EL. 10'-8"+ <br />4 <br />PRE-ENG. <br />WOOD ROOF — <br />I <br />@ <br />CEILING JOISTS, TYP. <br />PLYWOOD SHEATHING & FASTENE <br />TRUSS <br />BEYOND <br />2x <br />PER PLAN, TYP. <br />" <br />16N16" C.I.P. CONCRETE COLUMN <br />&REINF. PER PLAN, TYP. <br />SIMPSON "HGUM5.25-SDS' <br />HANGER, TYP. <br />B.O. BEAM <br />JOIST BRG. <br />EL. 8'-B„ <br />.__ <br />- <br />- _ . _ <br />— _ <br />EL. 8' 8"± <br />PRE -CAST LINTEL PER <br />PRE -CAST LINTEL PER <br />VERT. REINF. PER PLAN & SCHED. <br />PLAN &SCHEDULE, TYP. <br />PROVIDE SIMPSON "CS16" STRAP <br />FASTEN 2x6 CEILING RAFTER w/ (2) <br />Y4"Ox4Yz LAG SCREWS <br />PLAN & SCHEDULE, TYP. <br />J <br />w/ STD. HOOK @ TOP, TYP. <br />@ 32" O.C. (MAX.), TYP. <br />JOISTS @ 6" O.C., TYP. INTO CENTERY OF EACH 2x VERT. <br />WALL STUDS, TYP. <br />(4) #5 DOWELS w/ STD. HOOK <br />CONT. DBL. 2x6 TOP PLATE, TYP. <br />PROVIDE (2) 2x6 CEILING <br />JOISTS @ EXT. WALL, TYP. <br />CONT. 2x6 TOP PLATE w/ (2) 0.157"0 HILT[ <br />P.A.F. (lYz" EMBED.) @ 16" O.C., TYP. <br />TOP & BOTTOM @ 3" O.C., TYP."X-U" <br />2x6 <br />WOOD STUD WALL <br />ro <br />16"x16" MASONRY PILASTER <br />L <br />PER <br />PLAN, TYP. <br />tA <br />BLOCK &REINF. PER PLAN, TYP. <br />WALL SHEATHING & FASTENERS <br />2x6 WOOD STUD WALL PER <br />PER PLAN, TYP. <br />PLAN, TYP. <br />1 Truss Bearing <br />CMU Pilaster <br />2 Truss Bearing CMU Pre -cast <br />Lintel <br />S 19.3 9 SCALE: Y4" =1'-0" <br />S 19.3 9 SCALE: 12" = 1'-0" <br />E <br />CC <br />C <br />E <br />N <br />.4 <br />ro <br />U <br />a <br />ro <br />v <br />r <br />4-1 <br />.0 <br />4J <br />3 <br />a <br />E <br />0 <br />V <br />4J <br />U <br />NAIL @ 6" O.C. w/ <br />SIMPSON "H2.5A", TYP. <br />SIMPSON "A35", TYP. TRUSS DESIGNER TO PROVIDE 2x6 (MIN.) <br />TOP CHORD THIS TRUSS, TYP. _ <br />,O <br />6d COMMON NAILS <br />2x6 OUTLOOKER @ 24" Q.C. (MAX.) OVER <br />C1) ROOF SHEATHING & 2 <br />d <br />(2) DROPPED GABLE TRUSSES, TYP. <br />__�_ <br />________________________ ___________ _________, FASTENERS PER PLAN, TYP <br />SIMPSON "HETA16", TYP. <br />vs <br />I <br />I <br />� <br />2x8 FASCIA PER ARCH. DWGS. w/ (2) 16d <br />I <br />I <br />0 <br />TRUSS BRG. <br />END NAILS, TYP. EACH OUTLOOKER "63-12" 3-PLY WOOD <br />I <br />4^ <br />EL. 17'-4"± <br />BEAM PER PLAN, TYP. <br />vi <br />C <br />8"x24" C.I.P. CONCRETE BEAM <br />Adk B.O. TRUSS <br />! <br />& REINF. PER PLAN, TYP. <br />SLOPE <br />EL. VARIES <br />------ --- -- ----- - -- --------------------- - <br />B.O. BEAM <br />EL, 15'-4"+ <br />ROOF SHEATHING & <br />FASTENERS PER PLAN, TYP. <br />3 <br />19.3 <br />I <br />CONT. 2x6 TOP PLATE. FASTEN TO WOOD — <br />BLOCKING w/ (2) 16d NAILS, TYP. <br />"B3-12" 3-PLY WOOD <br />V <br />TYP, <br />BEAM PER PLAN. TYP. <br />—U <br />e <br />2x6 WOOD <br />BLOCKING 9 24" Q.C. (MAX.) <br />(� <br />_ <br />7v <br />w/ (2) 16d <br />END NAILS TO TRUSS BOTTOM <br />Q <br />__ <br />CHORD, TIYP. EACH END. <br />lit <br />2x6 WOOD STUD WALL PER PLAN w/ 2x6 SOLID <br />[ <br />SIMPSON "HETA16", TYP. <br />BLOCKING @ 60" O.C. (MAX.), TYP. <br />ro <br />I WALL SHEATHING & FASTENERS <br />ys <br />PRE-ENG. WOOD <br />I PER PLAN, TYP. <br />I <br />[ <br />ROOF TRUSS <br />-___ <br />OIL TRUSS BRG. <br />CONT. 2x6 BOTTOM PLATE. FASTEN TO <br />Q <br />C.I.P. CONCRETE <br />EL. 10'-8"± <br />1 <br />WOOD BLOCKING w/ (2) 16d NAILS, TYP. <br />- WALL SHEATHING &FASTENERS <br />COLUMN BEYOND <br />- - <br />^iy, <br />PER PLAN, TYP. <br />,[ <br />B.Q, BEAM <br />EL, 8'-8"± <br />JOIST BRG. <br />EL. 8'-811± <br />r <br />Uv0 <br />= <br />v <br />PROVIDE SIMPSON 'CS16" STRAP <br />2x6 WOOD CEILING JOISTS @ 16" O.C. w/ <br />PRE -CAST LINTEL PER <br />& SCHEDULE, TYP. <br />@ 32" O.C. (MAX.), TYP. <br />2x6 SOLID BLOCKING @ MID -SPAN, TYP. <br />3 <br />PLAN <br />CONT. SOLID GROUTED "86-1" <br />0BOND <br />BEAM @ TOP OF CMU <br />[ <br />CMU PILASTER <br />BEYOND <br />C�ONT. <br />DBL. 2x6 TOP PLATE, TYP. <br />VERT. REINF. IN SOLID GROUTED <br />WALL, TYP. <br />x <br />CELLS PER PLAN, TYP. <br />8" CMU w/ HORIZ. REINF. @ 16" <br />I <br />I <br />O.C., TYP. (U.N.O.) <br />Q) <br />2x6 WOOD STUD WALL <br />Q) <br />PER PLAN, TYP. <br />[ <br />[ <br />W <br />C <br />3 Truss Bearing <br />CMU Pre -cast Lintel <br />4 Truss Bearing @ CMU Pre -cast <br />Lintel <br />sA <br />sA <br />0 <br />S1 39 SCALE: Y" = F-0" <br />S1 <br />9 SCALE: Y2" = 1'-0" <br />.3 <br />.0 <br />w <br />0 <br />V) <br />v <br />0 <br />d <br />J <br />Y <br />m <br />W <br />F <br />FORUME <br />0 <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />nANNING I ARCHITECTURE I INTERIOR DESIGN <br />N <br />W <br />0 <br />x <br />0 <br />W 237 S. Westmonte Drive, Suite 220 <br />z Altamonte Springs, FL 32714 <br />co 407.830.1400 <br />us <br />of <br />t7 www.forumarchitecture.com <br />Zephyr <br />Commons <br />City of Zephyrhills, FL <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 />uauiUan� <br />Tt�l 01- %r.J/ . <br />A <br />�oouuul�o�° <br />Robert . Scroggins, P.E. <br />FL Registration No. 56158 <br />This document has been electronically signed and sealed by Robert C. Scrogglns, 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 />12/16/2021 OWNER REVIEW SET <br />02/17/2022 PERMIT SET <br />i <br />EDITED BY: <br />RCS, TLW <br />SC&D PROJECT NO. 21-020 <br />FORUM PROJECT NO. 4097 <br />to <br />0 <br />ua <br />x <br />h <br />U <br />z <br />z <br />W <br />W Structural Sections & <br />0 <br />1 <br />Details <br />w <br />z <br />of <br />w <br />W <br />U <br />D S19-39 <br />I <br />0 <br />iL <br />