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09-709-020•410 12 "O.0 TB -1 SEE SCHEDULE FOR SIZE 4 REINFORCING. — REINFORCED MASONRY WALL SEE PLAN FOR 51 ZE 4 5PAC ING OR REINFORCING. ---- ��a1mfal!!K:_�u ■�Ta, 8 "X12" CONC. TIE BEAM W / -4 04 4 03 TIES 6 12" O.G. ALL AROUND 5 /a" EXTERIOR GRADE PLYWOOD SHEATHING NAIL TO TRUSSES W /lOd RING SHANK NAILS 'm 6" O.C. —CRICKET CONNECTION TYPE H SEE SHEET 5 -3 GIRDER TRUSS REINFORCED MASONRY PROVIDE +'9 LADDER WALL 5EE PLAN FOR PREFABRICATED TYP. HORIZ_ JNT. SIZE 4 SPACING OR WOOD TRU55E5 REINF. • 16" O.C. REINFORCING. + 24" O.C. 8" MASONRY 4" CONIC. SLAB "'S NOSING WALL — SEE PLAN BAR (TYP.) - -- _ K TOP OF SLAB 8" MASONRY WALL EA. WAY — < 4" CONC. SLAB - EL. +26' -8" OL TOP OF SLAB " EL. +25' -0" FOR SIZE 4 MASONRY WALL REINFORCING. (BEYOND) — - - --- --- EL. +23' -0" TOP OF BEAM • Y 1H TB -1 SEE SCHEDULE FOR SIZE 4 REINFORCING. — REINFORCED MASONRY WALL SEE PLAN FOR 51 ZE 4 5PAC ING OR REINFORCING. ---- ��a1mfal!!K:_�u ■�Ta, 8 "X12" CONC. TIE BEAM W / -4 04 4 03 TIES 6 12" O.G. ALL AROUND 5 /a" EXTERIOR GRADE PLYWOOD SHEATHING NAIL TO TRUSSES W /lOd RING SHANK NAILS 'm 6" O.C. —CRICKET CONNECTION TYPE H SEE SHEET 5 -3 GIRDER TRUSS REINFORCED MASONRY PROVIDE +'9 LADDER WALL 5EE PLAN FOR PREFABRICATED TYP. HORIZ_ JNT. SIZE 4 SPACING OR WOOD TRU55E5 REINF. • 16" O.C. REINFORCING. + 24" O.C. 8" MASONRY 4" CONIC. SLAB "'S NOSING WALL — SEE PLAN BAR (TYP.) - -- _ K TOP OF SLAB 8" MASONRY WALL R GRADE HEATHING NAIL W/ lod NAILS v 6" O.G. EL. VARIES TOP OF ROOF BEAM -2"x4" LATERAL BRACING 1 "x6" TONCxUE 4 GROOVE NAILED TO 4 "X6" WOOD RAFTERS W/ 106 RING SHANK NAILS Q 6" O.C. RB -2 SEE SCHEDULE FOR SIZE 4 REINFORCING. -.- 4 "x4" STEEL COLUMN (BEYOND) 4Nv,, SECTION S -4 SC: 1/2" - I' -O" 5h" EXTERIOR GRADE PLYWOOD SHEATHING NAIL TO TRUSSES W 110d RING SHANK NAILS Q 6" O.G. PREFAB. JACK TRU55ES o 24" O.G. - 1"x6" TONGUE 4 GROOVE NAILED TO 4 "X6" WOOD RAFTERS W/ 106 RING SHANK NAILS 6" O.G. — CONNECTION TYPE E SEE SHEET 5-2 EL. TOP OF ROOF BEAM RB -2 SEE SCHEDULE FOR SIZE 4 REINFORCING. 4 "X4" STEEL COLUMN SECTION 12 3 5C: 1/2" = 1' -O" CONNECTION TYPE J SEE SHEET 5 -2 CONNECTION TYPE J SEE SHEET 6-2 B -2 SEE SCHEDULE FOR SIZE 4 REINFORCING.- TIE COLUMN (BEYOND) - PROVIDE k SPACING AT PANEL EDGES 4'x8' CDX PLYWOOD SHEATHING MIN. rl/s" THICK MAX. Ize SPAN 24" 2 "x8" WOOD FASCIA (SEE TYP. WALL SECTION NAILED W/ 2 -16d NAILS EACH TRUSS) - SPACE AT PANEL ENDS PLYWOOD NAILING DETAIL SG: 3/4" = i' -O" PREFAB. WOOD TRUSSES 6 24" O.C. - -7 _A < U TOP OF TIE BEAM RTB -4 Y u• SEE SCHEDULE v V FOR SIZE 4 LATERAL REINFORCING. TYP. HORIZ. JNT. EL. +g' -O" (TYP.) TOP OF BEAM • Y 1H • WALL REINF. 16 " O.C. - RE INF. + 16" O.G. <I 0 4 V V CONNECTION TYPE I V V VVUV •VV V V V UV•i SEE SHEET 5 -2 W/ - - �o� Q CE Cy 0 • V • • r r 2 "x6" P.T. WOOD LEDGER W/ 5is "0 • V V V r rV r r Y • V Y v V KWIK BOLT If 43/4" MIN. • w u W V w vv V • V V Y U V V EMBEDMENT fl 16" O.G. - - - - - - v \ PREFABRICATED WOOD W • W Y Y TRU55E5 24" ON CENTER (SEE PLAN)W•Yii r•YYW � w ROOF W YYiYV u•Yw• Y••• • r 4 "x6" WOOD RAFTERS o 24" O.C. - -- w V Y • V _ Y Y iiir • i•••w r r•• r •••r • Q Q Checked: N.C. /J.M.R. Proj. No.: Cad File: 6" GONG. SLAB 1 °x6" TONGUE 4 GROOVE NAILED J (j FL. RA. 15570 S-4 SEE PLAN FOR TO 4 "X6" WOOD RAFTERS REINF. W/ 106 RING SHANK NAILS 6" O.G. c<iht EL. +12' -0" « TOP Or- CONNECTION TYPE N 12 CONC. SLAB SEE SHEET 6-2 41 SEE SCHEDULE TOP OF SEE DETAIL "B" FOR SIZE 4 ROOF BEAM 1'_0" ON SHEET S -5 REINFORCING. RB -3 SEE 5CHEDULE FOR SIZE 4 REINFORCING. - REINFORCED MA50NRY - WALL SEE PLAN FOR SIZE 4 SPACING OR - REINFORCING. Im - --- 8" MASONRY WALL PROVIDE 01g LADDER TYP- HORIZ. JNT_ ifn 12" MASONRY REINF. ,s 16" O.G. WALL EL. +4' -I" 4 11X4" TOP OF GONG. STEEL COLUMN Lj TIE BEAM T5-4 -1" GONG. SLAB SEE SCHEDULE SEE PLAN - FOR SIZE 4 REINFORCING. 1i2" E.J. MATERIAL 4" CONIC, SLAB - 4" CONC. SLAB s SEE PLAN SEE PLAN "5 NOSING W -� - BAR (TYP.) EL. +O` -O" SL. 1" x x x x TOP OF SLAB Q SEE PLAN AND SCHEDULE -1 FOR SIZE AND REINF. GRADE - (- >2' -O" TOP OF FTG. U m 3" CL. SECTION Ns" PLYWOOD SHEATING NAIL t0 S -4 SC: 1/2" = 1' -O" TRUSSES W/ 10d RING SHANK NAILS AT 6 " O.C. ( U.ON.) -%" EXTERIOR GRADE PLYWOOD SHEATHING NAIL TO TRUSSES W/ 10d RING SHANK NAILS Q 6" O.C,_ PREFAB. JACK TRUSSES 0 24" O.C. ­7 R GRADE HEATHING NAIL W/ lod NAILS v 6" O.G. EL. VARIES TOP OF ROOF BEAM -2"x4" LATERAL BRACING 1 "x6" TONCxUE 4 GROOVE NAILED TO 4 "X6" WOOD RAFTERS W/ 106 RING SHANK NAILS Q 6" O.C. RB -2 SEE SCHEDULE FOR SIZE 4 REINFORCING. -.- 4 "x4" STEEL COLUMN (BEYOND) 4Nv,, SECTION S -4 SC: 1/2" - I' -O" 5h" EXTERIOR GRADE PLYWOOD SHEATHING NAIL TO TRUSSES W 110d RING SHANK NAILS Q 6" O.G. PREFAB. JACK TRU55ES o 24" O.G. - 1"x6" TONGUE 4 GROOVE NAILED TO 4 "X6" WOOD RAFTERS W/ 106 RING SHANK NAILS 6" O.G. — CONNECTION TYPE E SEE SHEET 5-2 EL. TOP OF ROOF BEAM RB -2 SEE SCHEDULE FOR SIZE 4 REINFORCING. 4 "X4" STEEL COLUMN SECTION 12 3 5C: 1/2" = 1' -O" CONNECTION TYPE J SEE SHEET 5 -2 CONNECTION TYPE J SEE SHEET 6-2 B -2 SEE SCHEDULE FOR SIZE 4 REINFORCING.- TIE COLUMN (BEYOND) - PROVIDE k SPACING AT PANEL EDGES 4'x8' CDX PLYWOOD SHEATHING MIN. rl/s" THICK MAX. Ize SPAN 24" 2 "x8" WOOD FASCIA (SEE TYP. WALL SECTION NAILED W/ 2 -16d NAILS EACH TRUSS) - SPACE AT PANEL ENDS PLYWOOD NAILING DETAIL SG: 3/4" = i' -O" PREFAB. WOOD TRUSSES 6 24" O.C. - -7 _A h EL. +11' -O" U TOP OF TIE BEAM RTB -4 Y u• SEE SCHEDULE v V FOR SIZE 4 LATERAL REINFORCING. 5RACING5 EL. +g' -O" (TYP.) TOP OF BEAM • Y EL. +8' -O" 2 "x4" DIAG=ONAL "X" BRACING (FOR LOCATION SEE ROOF PLAN) TYPICAL DIAGONAL BRACING DETAIL FOR WOOD TRUSSES 5C: 1 1/2" = 1' —O" PRE- ENGIN5ERED WOOD TRUSS 24" (OVERLAP a SPLICES) PLAN VIEW TYPICAL LATERAL BRACE SPLICE SC: 1 1/2" = 1' -0" 5is" EXTERIOR GRADE PLYWOOD SHEATHING NAIL TO TRUSSES W 1106 RING SHANK NAILS o 6" O.G. - PREFAB. WOOD TRUSSES Q 24" O.G. - - - - - -- CONNECTION TYPE D 12 SEE SHEET 5 -2 3 REINFORCED MASONRY YVU4 vYV Y U VUUVU V W V Y u• V v V V W V PROVIDE '"3 LADDER V u V V • V i • Y Y • WALL REINF. 16 " O.C. - <I 0 4 V V V V V VVUV •VV V V V UV•i V V V �o� Q CE Cy 0 • V • • r r V • V V V r rV r r Y • V Y v V yV r W • w u W V w vv V • V V Y U V V Y v V PREFABRICATED WOOD W • W Y Y TRU55E5 24" ON CENTER (SEE PLAN)W•Yii r•YYW � w ROOF W YYiYV u•Yw• Y••• • r w w V Y • V Y Y iiir • i•••w r r•• r •••r • �f-- LATERAL BRACING (SEE DETAIL) 106xIV, RING SHANK NAILS AT 6" O.G. AT PANEL EDGE AND INTERMEDIATE SUPPORTS WALL SEE PLAN FOR 1' -0' CD U RT5-4 SIZE 4 SPACING OR - REINFORCING. - -- - - -- SEE SCHEDULE FOR SIZE 4 REINFORCING_ �D r r---1 PROVIDE '"3 LADDER 8" MASONRY _ TYP. 1-IORIZ. JNT. - WALL REINF. 16 " O.C. - <I B -I SEE SCHEDULE FOR SIZE 4 REINFORCING,— CONC. COLUMN (BEYOND) EL. ( -R -8" TOP OF GONG. SLAB F4.0 (BEYOND) 3 S -4 EL. +'1' -8" TOP OF 5EAM EL. +6' -4" 4" CONIC. SLAB SEE PLAN - -- SL. 2" Ak EL. +11' -0" `Y TOP OF TIE BEAM \ -- -LATERAL BRACINGS (TYP.) �t� x SEE PLAN AND SCHEDULE FOR SIZE AND REINF. -� TOP OF FTG. SECTION SC: 1/2" is 1' -O" CITY OF SOUTH BUILDING D—!--PT. BOTAS Engineering, Inc. 13i Mr, KW 12(h Street. Suit. N 12" Ifi,wi. F1.11d. 33120 Fd.(3nr,) 40 -111u1, F...(306) 418 -0113 C.A. +��• `y .cW�. FL PE Na,41429 CD U LO W �D r r---1 "' W <I 0 r� Imo- © i O N O N �T� � ] O Q CO a_ u �o� Q CE Cy 0 J W ML M Q oNW � A � � A O u n z V V �/� U � w � 00 0 W Date: Drawn: Checked: N.C. /J.M.R. Proj. No.: Cad File: JOSE M. REQUEJO FL. RA. 15570 S-4