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08-471-022PLYWOOD PANEL (NORMALLY 4'X8') LA` INA STAGGERED JOINT PATTERN CONT. OVER 2 OR MORE SPANS. SEE SHEATHING NOTES ON THIS SHEET AIL TO LEDGERS ®2 1/2" O.C. 1 #5 CONT. #5 PINS 0 12" O.C. 7" ` INSUL-DECK #6 B IN BEAMS SECTION Scale: 3/4"=1'-0" 3" X 12" NO. 2 SO. PINE HEADER TOP OF BEAM a -5 •ICV — E70XX —1C,14 1 /4" C TOP OF COL. 16" X 16" CONC. COL. u m DETAIL'B' Scale: V=V -0" L-1 L-2 CANTILEVER ,i 12 1/4 L-1* 1/4 L-1* 1/4 L-2* 2 -0 1/4 L-2* STD. HOOK OR CANT. 4 "C" BAR T BAR — — LENGTH' "E" BAR "B" BAR ,� /— — T' BAR — — B" BAR— — 6" STD, HOOK 6" MIN. 1 1 PREF. WD. TRUSSES 0 24" O.0 COLUMN DEPTH (TYP.) RB -3 JUS 2B (SEE CONN. SCHED.) ALL SPLICES MIN. 36 BAR DIA. 2-2" X 8" NO. 2 SO. PINE P.T. 3/4" DIA. J -BOLTS 6" O.C. 6" *WHICHEVER IS LONGER IN TWO CONSECUTIVE SPANS EMBEDED STIRRUP NOT.L PLACE FIRST STIRRUP 2" FROM FACE OF SUPP. SEE BEAM SCHEDULE FOR SPACING EACH END D—SECTION A OIL TOP OF BEAM 10 -1 BEAM STEEL PLACING DIAGRAM Scale: 3/4"=1'-0" -IcV CONTINUE CONCRETE TO +12'-6" to YEN 5" WIDE 1/4" TH0 1/2" STL. PLATE --- - 3" X 10" NO. 2 SO CENTER WEB - WELD ALL ROUND 1 4 5/8" 0 HOT DIP GALV. N A307 ANCHOR BOLTS E70XX ID 3/4" STL PLATE 1 4" 16" X 16" :r TOP OF COL, II II r <4" x 4" X 1/4- x II °O II II 0o UNDER u u u 16" X 1611 CONC. COL. ACONCRETE COLUMN m DETAIL'A' ELEVATION Scale: V=V -0" PLYWOOD PANEL (P'"""" IN A STAGGERED Ji OVER 2 OR MORE LEAVE GAPS 1/8" NAILING AT BOUND SEE "PLYWOOD SH[ SUPPORT FRAMING D—ICAM STEEL PLACING—DIA 5/8" PLYWOOD OVER TRUSSES 2x4 CONTINUOUS HORIZONTAL LATERAL BRACING 2x4 CROSS BRACING WOOD 0 24" 2-16d (TYP.) un 9.,A ronCC Do&rinlr 2x4 CONTINUOUS HORIZONTAL / 10 SPACES 0 2'-0" O.C. = 20'--0" (MAX) LATERAL BRACING NOTES: HORIZONTAL BRACING OF TOR AND BOTTOM CHORD: 1. PROVIDE ONE ROW OF HORIZONTAL BRACING AT PANEL POINTS AS SHOWN EVERY 10'-0" OF SPAN OF TRUSS USING 2-16d NAILS PER TRUSS 2. /RACING MEMBERS TO 5E CONTINUOUS 2x4 WOOD MEMBERS. AT SPLICE LOCATIONS, LAP BRACING MEMBERS OVER AT LEAST TWO TRUSSES. DIAGONAL BRACING: 1. PROVIDE CROSS BRACING, AS SHOWN, AT EACH END OF EACH ROW OF PERMANENT HORIZONTAL BRACING, AND AT NOT MORE THAN 20'--0' SPACING IN DIRECTION OF HORIZONTAL BRACING. 2. BRACING MEMBERS TO 5E 2x4 WOOD MEMBERS. PERMANENT LATERAL BRACING OF TRUSSES Scale: N.T.S. D— LATERAL (RACING OF TRUSSES TRUSS CONNECTION FOR PIGGYBACKS 1 -NI A �-lScale: N.T.S. .,, ,. „ .r ,.,r-.-„,— 1— Z) SHEATHING DETAIL Scale: 3/4"=1'-0" S4.1 PLYWOOD SHEATHING NOTES: 1. ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION (APA) SPECIFICATIONS. 2. ALL ROOF PANEL SHEATHING SHALL BE 5/3"(NOM.) TYPE CDX EXP. APA RATED SHEATHING, SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLIPS OR BLOCKING BETWEEN FRAMING. UNLESS OTHERWISE NOTED CONNECT ROOF SHEATHING WITH 10d COMMON NAILS AT 4" 0/C AT SUPPORTED PANEL EDGES AND 6" 0/C AT INTERMEDIATE SUPPORTS. 3. INSTALL ALL PLYWOOD SHEATHING WITH THE LONG DIMENSION OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS, STAGGER PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATING MANUFACTURER. 4. ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF STAPLES AND PNEUMATIC NAIL GUNS ARE PROHIBITED FROM USE. 18" x1"x1/a" AND NAIL TYP. 0 EACH TRUSS. N TRUSSES 0 24" —TRUSS NNNECTIGN FOR PIGGY BACKS •—SHEATING OFTAIL fi••• ii• �, v vv� V V V �: • • 000 #*v .Jn "' C• J V W • • 9 Y 001YRAN '0 t ! Vu••• J • ••ti p f • • f f • • • ! • ! i " i • f • J • l • 5 • f Y • •• i! G f•! 4 •, i 1. G U U u S • u • co u ••ffd • ••f •• •if XI NEWW TELEPHONE (305) 215-67231 FAX (305) 235-6722 535 SW 2 ST. SUITE 100 MIAMI, FL. 33130 DESIGN I CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS I CAD PRODUCTION CONSULTANT/ NOTES ALFREDO ARTEAGA JR. & ASSOCIATES, CORP. 850 WEST 68th STREET HIALEAH, FLORIDA 33014 TEL. 305-828-7876 STRUCTURAL ENGINEER FLA. REG. NO. 33070 APPROVALS/REVISIONS DATE ABLDG. DEPT. COMMENTS 05/20/2003 W Z i, O w V CY) W0 t r ❑ W CY) Z W U wF©. Richard K. Jones, AIA AR 0015755 LU❑CO STRUCTURAL = ry Job No. Drawing No. 2007 — JONES RESIDENCE Drawn By: S4.1 < Date Plated: at IL j� U) 7 Scali W O 2 0 Lo SEAL: i, T.... eCD IF t Mark A Coltrain AR 0013340 Richard K. Jones, AIA AR 0015755 SHEET TITLE: STRUCTURAL DETAILS Job No. Drawing No. 2007 — JONES RESIDENCE Drawn By: S4.1 Date Plated: at 04/15/2005 Scali (VARIES — SEE DRAWING)