|
N
<br />N
<br />O
<br />N
<br />CN
<br />0
<br />701
<br />bi
<br />_
<br />— — — — — —
<br />I
<br />I i
<br />iJ `J i
<br />I
<br />I
<br />I I
<br />1
<br />I
<br />I
<br />I I
<br />I 4
<br />I 20.3
<br />i I
<br />20.3
<br />I
<br />I I
<br />I I
<br />I 3 I
<br />20.3
<br />I I
<br />I
<br />I I
<br />2
<br />3
<br />I 20.3
<br />I
<br />I I
<br />20.3 I
<br />F`� --�J
<br />I
<br />I I
<br />8
<br />20.3
<br />L—
<br />_J
<br />L-
<br />5
<br />20.3
<br />5
<br />20.3
<br />9
<br />20.3
<br />1 l Trash Compactor &Maintenance Building -Foundation Plan
<br />20.31J SCALE: %" = 1'-0"
<br />5
<br />20.3
<br />;LM11 q6'
<br />I 11
<br />FA
<br />.�" -
<br />.�w-m
<br />", 5
<br />20.3
<br />2 � Trash Compactor &Maintenance Building -Foundation Plan
<br />20.31% SCALE: Y8" = 1'-0"
<br />® Key Notes
<br />Foundation Plan
<br />1. TOP OF SLAB ELEVATION = 0'-0", TYP. (U.N.O.)
<br />2. CONCRETE SLAB -ON -GRADE: 4" THICK (MIN.) 3,000 PSI CONCRETE SLAB ON
<br />GRADE w/ 6x6-W1.4xW1.4 W.W.F. @ MID -DEPTH OF SLAB ON 10 MIL. VAPOR
<br />RETARDER OVER WELL COMPACTED SOIL, TYP.
<br />POST -TENSION FOUNDATION ALTERNATE:
<br />GENERAL CONTRACTOR MAY PROVIDE A MONOLITHIC POST -TENSION
<br />FOUNDATION DESIGN AS A VALUE ENGINEERING ALTERNATE TO THE
<br />CONVENTIONALLY REINFORCED FOUNDATION SHOWN. IF THIS
<br />ALTERNATE IS USED, THE CONTRACTOR MUST PROVIDE COMPLETE SHOP
<br />DRAWINGS & CALCULATIONS SIGNED & SEALED BY A REGISTERED
<br />PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA FOR REVIEW &
<br />APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER. NOTE THAT
<br />REINFORCING STEEL FOR CURBS/ISLAND & SPREAD FOOTINGS MAY NOT BE
<br />OMITTED OR REDUCED.
<br />3. PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE
<br />INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE
<br />LOCATIONS w/ ACTUAL EQUIPMENT REQUIREMENTS.
<br />4. CONTROL JOINTS (C.J.): PROVIDE SAWED CONTROL JOINTS ON SLAB
<br />SURFACE AS INDICATED ON PLANS. SEE TYPICAL CONTROL JOINT/
<br />CONSTRUCTION JOINT DETAIL "2/S17.32", TYP.
<br />5. EXPANSION JOINT: Y2" THICK x 4" WIDE CONTINUOUS BITUMINOUS
<br />MATERIAL WHERE SLABS ABUT EACH OTHER.
<br />6. ALL STUD WALL SILL PLATES & OTHER MEMBERS IN CONTACT w/ CONCRETE
<br />OR MASONRY SHALL BE PRESSURE TREATED, TYP.
<br />7. EXTERIOR LOAD -BEARING CMU WALLS @ 1st FLOOR:
<br />8" CMU w/ 9 GA. LADDER REINF. @ 16" O.C. PROVIDE #6 VERTICAL REINF. IN
<br />SOLID GROUTED CELLS @ ALL CORNERS, INTERSECTIONS, & WALL ENDS & AT
<br />24" O.C. (MAX.). LAP 48 BAR O's ABOVE FINISHED FLOOR WHERE REQUIRED,
<br />TYP. (U.N.O.)
<br />® Key Notes
<br />Roof Framing Plan
<br />1. ROOF TRUSS BRG. ELEVATION = 9'-0"±, TYP. (U.N.O.)
<br />2. TRUSS SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING TRUSS
<br />LAYOUT, PROFILES, CONNECTIONS, & LOAD DIAGRAMS FOR FLOOR TRUSS
<br />SYSTEM SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE
<br />STATE OF FLORIDA FLORIDA.
<br />3. ROOF TRUSSES: PROVIDE ENGINEERED, PRE -FABRICATED 2x WOOD TRUSSES
<br />FOR LOADS, SPANS, & CONDITIONS SHOWN. SPACE TRUSSES @ 24" O.C.
<br />MAX. & AS REQUIRED BY TRUSS MANUF. PROVIDE ALL REQUIRED INFILL
<br />FRAMING, BLOCKING, & BRACING AS REQ'D. TO FRAME ENTIRE ROOF
<br />ASSEMBLY. PROVIDE ALL NECESSARY SUPPORT CONDITIONS FOR FRAMING
<br />ATTACHED TO WOOD TRUSSES. SECURE BEARING POINTS OF EACH TRUSS w/
<br />GALVANIZED HURRICANE STRAPS AS SPECIFIED & DETAILED.
<br />4. ROOF SHEATHING: PROVIDE 19/2" EXTERIOR GRADE, SPAN RATED, CODE
<br />CERTIFIED O.S.B. SHEATHING w/ H-CLIPS AS REQ'D., TYP.
<br />5. ROOF SHEATHING NAILING SCHEDULE:
<br />• NAIL @ 6" O.C. AT DIAPHRAGM BOUNDARIES, OVER PERIMETER WALLS,
<br />AND AT ALL RIDGES, HIPS,& VALLEYS.
<br />• NAIL @ 12" O.C. ALL INTERIOR SUPPORTS AND ALL OTHER PANEL EDGES.
<br />• UNBLOCKED DIAPHRAGM, USE 8d RING SHANK OR 10d COMMON NAILS
<br />w/ 1%" MINIMUM PENETRATION, TYP.
<br />7. OVERFRAMING BY TRUSS ENGINEER.
<br />8. TYPICAL TRUSS TO HAVE SIMPSON "H10A" @ EACH BEARING POINT, TYP
<br />9. TYPICAL 2-PLY,GIRDER TRUSS TO HAVE SIMPSON "LGT2" & "MTS12" @ EACH
<br />BEARING POINT, & TYPICAL 3-PLY GIRDER TRUSS TO HAVE SIMPSON
<br />"LGT3-SDS2.5" @ EACH BEARING POINT, TYP. (U.N.O.)
<br />Typical Sheet Notes
<br />Foundation & Roof Framing Plans
<br />A. SEE SHEET "S20.30" FOR GENERAL STRUCTURAL NOTES, TYP.
<br />B. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, TYPICALLY.
<br />C. COORDINATE w/ SITE & CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALK,
<br />TYP.
<br />D. ALL MASONRY WALLS TO BE 8" CMU (f m = 1,500 PSI) SET IN RUNNING BOND
<br />w/ 9 GA. LADDER REINF. @ 16" O.C., TYP. SEE SHEET "S20.34" FOR TYPICAL
<br />MASONRY DETAILS.
<br />E. "P-#" INDICATES SOLID GROUTED CMU PILASTER SET IN RUNNING BOND w/ 9
<br />GA. LADDER REINF. @ 16" O.C. SEE SHEET "S20.34" FOR MASONRY PILASTER
<br />REINFORCING DETAILS, TYP.
<br />F. SEE SHEET "S20.35" FOR COMPONENT & CLADDING DESIGN WIND PRESSURE
<br />TABLE,
<br />G. SEE SHEET "S20.35" FOR PRE -CAST LINTEL SCHEDULE, TYP.
<br />v�
<br />ro
<br />ro
<br />_0
<br />lJ.
<br />L
<br />L
<br />3
<br />v
<br />U
<br />C
<br />ro
<br />L
<br />0
<br />U
<br />U
<br />ro
<br />C
<br />t
<br />0
<br />L
<br />ro
<br />ro
<br />U
<br />0
<br />v
<br />t
<br />N
<br />,C
<br />L
<br />ro
<br />b
<br />0
<br />�4
<br />.c0
<br />G
<br />G
<br />CC
<br />G
<br />_v
<br />7
<br />ro
<br />U
<br />a.
<br />ro
<br />v
<br />Cn.
<br />G
<br />0
<br />U
<br />U
<br />,v
<br />0
<br />L
<br />a
<br />r
<br />L
<br />0
<br />C
<br />0
<br />'4-j
<br />U
<br />U
<br />n.
<br />ro
<br />kA
<br />ro
<br />n.
<br />v
<br />v
<br />Ix
<br />'0
<br />v
<br />3
<br />0
<br />C
<br />to
<br />Iv
<br />v
<br />C
<br />C
<br />W
<br />c
<br />v
<br />0
<br />z
<br />4.
<br />0
<br />41
<br />^^A
<br />.t.l
<br />a
<br />}FORUME
<br />m
<br />0
<br />ARCHITECTURE &
<br />Z INTERIOR DESIGN, INC.
<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 />O
<br />i MAL WE
<br />IPT
<br />o r.DES 61114
<br />o - r-
<br />F I
<br />o.
<br />v 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779
<br />z TEL 407/682-2086 ■ FAX 407/682-2386
<br />0 WWW.SCD-ENG.COM
<br />w ®®�499�BBB9dA
<br />z ®® °SC RO ®®®
<br />O
<br />W
<br />Q A TAT 22 ° W
<br />of
<br />® °
<br />®® AL Q®®®e®
<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 />6 and/or Time Stamp shown using a digital signature. Pdnted copies of this document are not
<br />w considered signed and seated and the signature must be verified on any electronic copies.
<br />uj
<br />SET DISTRIBUTIONS:
<br />0
<br />a
<br />U_
<br />U
<br />W
<br />a
<br />to
<br />W
<br />x
<br />F
<br />0
<br />0
<br />r
<br />J
<br />Z
<br />O
<br />0
<br />W
<br />W
<br />W
<br />a
<br />0
<br />Z
<br />d
<br />Z
<br />z
<br />0
<br />W
<br />0
<br />x 0 SHEET REVISIONS:
<br />W
<br />F
<br />Z
<br />EDITED BY: RCS, TLW
<br />SC&D PROJECT NO. 21-020
<br />FORUM PROJECT NO. 4097
<br />z
<br />z Trash Compactor &
<br />Maintenance Building -
<br />Foundation & Roof
<br />fy
<br />W
<br />z Framing Plans
<br />cc
<br />W
<br />D
<br />F-
<br />U
<br />W
<br />F-
<br />2
<br />U
<br />a
<br />S20.31
<br />0
<br />LL
<br />
|