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09-709-021`N." EXTERIOR GRADE PLYWOOp SHEATHING NAIL TO TRUSSES W /IOd RING SHANK NAILS 9 6" O.C. PREFAB. JACK TRUSSES 9 24" O.C. 1 "x6" TONGUE 4 GROOVE NAILED TO 4 "X6" WOOD RAFTERS W/ lod RING SHANK NAILS 9 6" O.C. - CONNECTION TYPE E SEE SHEET 5 -2 EL. +10' -r0" TOP OF ROOF BEAM R15-2 • SEE SCHEDULE FOR 51ZE 4 10 • REINFORCING. r LENGT (1 EAC 12" MASONRY WALL 4"X411 STEEL COLUMN Na" EXTERIOR GRADE PLYWOOD SHEATHING NAIL TO TRUSSES W 1106 RING SHANK NAILS 7 6" D.G. - PREFAB- JACK TRUSSES a 24" O.G. CONNECTION TYPE E SEE SHEET 5 -3 12 3 1"x4" TONGUE 4 GROOVE NAILED TO TRUSSES - MA50NRY WALL (BEYOND) 8 "X8" GONG. WINDOW SILL W/ 2 - 04 CONT.— CONNECTION TYPE G SEE SHEET 6-2 4 2 "x6 " WOOD LEDGER W/ Ns" t KWIK BOLT II 43/4" MIN- EMBEDMENT +�32 "OC -J B -3 SEE SCHEDULE FOR SIZE 4 REINFORCING.— TIE COLUMN (BEYOND)- o 11!r 12 EL. +20' -0" �- RTB -2 4 DROPPED BEAM SEE PLAN 4 SCHEDULE FOR 51ZE 4 REINFORCING. EL. +1S" O " I• ro" CONC. SLAB SEE PLAN FOR REINF. —� �— TB -1 SEE SCHEDULE FOR SIZE 4 REINFORCING. TOP OF BEAM EL. +8' -011 1' m' EL. TOP OF TB TIE BEAM -- -6 SEE SCHEDULE FOR SIZE 4 REINFORCING. 4" GONG. SLAP *5 NOSING SEE PLAN 1/2" E.J. MATERIAL - BAR (TYP.)-- - &L. 211 _ bf- ----- _m_ -_ • WF - 30 + SEE PLAN AND SCHEDULE )E FOR SIZE AND REINF. SECTION -5 SC: 1/2" 1' -O" 4 SECTION S -5 5C: 1 ./2." = 1' -0" 2 "x4" WOOD JOISTS FOR Q SEE PLAN 3 "x6" WOOD BEAM 7X4 "X'/4 STEEL PLATE: +11-411 TOP OF STEEL COLUMN 4 "x8" WOOD BEAMS 4 "x4 "xI /4" STEEL COLUMN EL. +22' -O" TOP OF ROOF TIE BEAM EL. +12' -O" TOP OF TIE BEAM 44" EXTERIOR GRADE PLYWOOD SHEATHING NAIL TO TRUSSE5 W /106 RING SHANK NAILS w 6" O.G. PREFAB. JACK TRUSSES 9 24" O -C. CONNECTION TYPE E SEE SHEET 5 -3 - -- 1 "x4" TONGUE 4 GROOVE NAILED TO 4 "X6" TO TRUSSES MASONRY WALL (BEYOND) 12 3 f EL. +20' -O " �— RTB -2 4 DROPPED BEAM SEE PLAN 4 SCHEDULE FOR SIZE 4 REINFORCING. CONNECTION TYPE "I" SEE IN SHEET 6-3 PREFAB. WOOD TRUSSES * 24" O.G. - YVVw V•• U V Vuuyu VWr f • • • • W Y • • Y ••• r • w• r w f • Y V U U V 4Yyyw Y V V • • • V V V W VVw V w • W • f • • V Y V V V w V V Y u y u V y v V V u V V V W Y • • • V V V 2"x4" LATERAL f • W . BRACING •Y•• rVf•• 4•r yvWV W W V W V V V W w u w V Y V U UuLy u yyu uu u uWVy V UUVWV V EL. +22' -011 TOP OF ROOF TIE BEAM 5 /s" EXTERIOR GRADE PLYWOOD 8 "X8" CONC, WINDOW SHEATHING NAIL to TRUSSES SILL W1 2- 04 CONT. W /10d RING SHANK NAILS 9 6" O.C. PREFAB_ JACK TRUSSES 24" O.C. 12 1"x6" TONGUE 4 GROOVE NAILED 3 6" GONG SLAB TO 4 "X6" WOOD RAFTERS SEE PLAN FOR W/ 106 RING SHANK NAILS ,@ 6" O.G. -- - - - - -- - -� T "- �` REINF. EL. +12' -0" TOP OF SLAB SEE DETAIL "A" I �_ I- - - AND BEAM ON THIS SHEET EL. +111-011 tB -1 • \ BOTTOM OF SEE SCHEDULE r- \ JACK TRUSS CONNECTION TYPE G FOR SIZE 4 I `� SEE SHEET 6-2 REINFORCING. F_ i SEE SCHEDULE FOR 4 2 "x6" WOOD LEDGER �- _ J i SIZE 4 REINFORCING. L. +OF W/ No" + KWIK BOLT If � TOP OF STEEL COLUMN 43/4" MIN_ EMBEDMENT -I / 9 32" O.C. i �1 F J / 6" MASONRY WALL 05 0 10" O.C. (TYP) EL. +(o' -311 It TOP OF LAND ING - i tB -8 SEE 6CI- 1EPULE FOR 4 "x4" SIZE 4 REINFORCING.- 1 -05 NOSE BAR (TYP.) STEEL COLUMN REINFORCED MASONRY �0 WALL SEE PLAN FOR SIZE 4 SPACING OR Ov ,fl REINFORCING. - - -- 2 1 _011 PROVIDE n LADDER Xii • TYP. HORIZ. JNT. 04 + 12" O.G. - • REINF. + 16" D.G. - -- s 9 10 O.C.— • 1/2" LAG SCREW MIN. THREAD PEN. 4" 2 -% "+ LAG SCREW LENGTH = 6'" (1 EACH SIDE) 1 "x4 "xi /4" STEEL F_ 4 "x4 "XI/411 STEEL COLUMN EACH SIDE 2 SECTION 1 "x6" TONGUE 4 GROOVE NAILED 3 SECTION TO 4 "X6" WOOD RAFTERS W/ 106 RING SHANK NAILS 9 6" O.C. —� S -5 S -5 �I 2"x4" WOOD JOISTS FOR 9 SEE PLAN ,-- 3 "x6 " WOOD BEAM 4 "x8" WOOD BEAMS TOP OF STEEL COLUMN 4 S -5 DETAIL "All (CONNECTORS TYPE K, L & M) Na" + THRU BOLTS w 2411 O.C. 12 6 "2x4 "x' /4 " 4 STEEL PLATE 12" MASONRY WALL i /4„ TYP 4 "xro" WOOD RAFTERS *� 24" O.G. 2 -5/8" WEDGE -ALL EXPANSION ANCHOR BOLTS MIN. EMBED. 4 1/2" DETAIL "B" (CONNECTOR TYPE N) 5C: 1 1/7" = 1' -O" 0 5C: 1/2" 1' -0" 12 "" 1 12" 10 SE PLATE 4-3/4110 A 301. ANCHOR BOLTS 10 "x10 "x3/4" THICK STEEL BASE PLATE TYP 4 "x4 "x' 14" THICK STEEL COLUMN ST DETAIL SC: 1" = 1' -O" 4 -% "ox 6" STUDS 8 "x8 "x' /2" THICK STEEL CAP PLATE TYP " THICK ;OLUMN ST 12" 5' I -12 CAP PLATE DETAIL C1 i Y O1= SOU T }.� GUILM1,11kG s:> BOTAS Engineering, Inc. 71176 KV 12th Str t, FLIT. 0 I20 11i.af, FI.rS�A 911220 Tel.(9"6) 41n -tl 11, r. x.(8n5) AIM -0112 C.A. # JHUR S ? I' RICIMM 90TA PE 4" CONC. SLAB CONC. ENCASEMENT W J � u /2 E� - 4" GONG. SLAB Noff� 0 L CD, - SEE PLAN 3" MIN- COVER � O N C4 �T7 G3- 4" GONG. MATERIAL p SEE PLAN - • C) J W L.L.. �l+ M N Q C) z PAVERS ON SAND r Q SLAB Q U F� w W 1 F"I V v� ~�W EL. +O' -O" Z V r EL. (- )1' -10" SEE PLAN Q P_i EL. +O' -O" ... ii _. * TOP OF SLAB ©� TOP OF PAVERS 5L. 211 ..— - _ ^r Y —�: x ; -• -- ,� x - — X_ TOP OF BLAB Drawn: Checked: N.C. /J.M.R. Proj. No.: Cad File: JOSE M. REQUEJO -"�—x r> I , T.E. o SEE PARE -- T.E. SEE PLAN AND SCHEpULE z PLATE DETAIL 4 T p SEE PLAN AND SCHEDULE FOR SIZE AND REINF. \ ON SNEEt B -4 WF FOR SIZE AND REINF. UP-24 Z, (- )2' -O" F -2.0 x x (- )4 "_Ol" -30 SEE PLAN AND SCHEDULE (- )2' -O" SEE PLAN AND SCHEDULE (- r1' -O" TOP OF FTG. SEE PLAN AND SCHEDULE: TOP OF FTG. FOR SIZE AND REINF_ - TOP OF FTG. FOR SIZE AND REINF. TOP OF FTC. FOR SIZE AND REINF. -- --� -i -3" C1 - 2 -3/4" • A -301 CL m - -,� 3" CL. (TYP.) ANCHOR BOLTS 3 "" 311 CL 1/2" LAG SCREW MIN. THREAD PEN. 4" 2 -% "+ LAG SCREW LENGTH = 6'" (1 EACH SIDE) 1 "x4 "xi /4" STEEL F_ 4 "x4 "XI/411 STEEL COLUMN EACH SIDE 2 SECTION 1 "x6" TONGUE 4 GROOVE NAILED 3 SECTION TO 4 "X6" WOOD RAFTERS W/ 106 RING SHANK NAILS 9 6" O.C. —� S -5 S -5 �I 2"x4" WOOD JOISTS FOR 9 SEE PLAN ,-- 3 "x6 " WOOD BEAM 4 "x8" WOOD BEAMS TOP OF STEEL COLUMN 4 S -5 DETAIL "All (CONNECTORS TYPE K, L & M) Na" + THRU BOLTS w 2411 O.C. 12 6 "2x4 "x' /4 " 4 STEEL PLATE 12" MASONRY WALL i /4„ TYP 4 "xro" WOOD RAFTERS *� 24" O.G. 2 -5/8" WEDGE -ALL EXPANSION ANCHOR BOLTS MIN. EMBED. 4 1/2" DETAIL "B" (CONNECTOR TYPE N) 5C: 1 1/7" = 1' -O" 0 5C: 1/2" 1' -0" 12 "" 1 12" 10 SE PLATE 4-3/4110 A 301. ANCHOR BOLTS 10 "x10 "x3/4" THICK STEEL BASE PLATE TYP 4 "x4 "x' 14" THICK STEEL COLUMN ST DETAIL SC: 1" = 1' -O" 4 -% "ox 6" STUDS 8 "x8 "x' /2" THICK STEEL CAP PLATE TYP " THICK ;OLUMN ST 12" 5' I -12 CAP PLATE DETAIL C1 i Y O1= SOU T }.� GUILM1,11kG s:> BOTAS Engineering, Inc. 71176 KV 12th Str t, FLIT. 0 I20 11i.af, FI.rS�A 911220 Tel.(9"6) 41n -tl 11, r. x.(8n5) AIM -0112 C.A. # JHUR S ? I' RICIMM 90TA PE V W J � u 0 a Z U � }} Noff� 0 L CD, r� C=) Cl1 � O N C4 �T7 G3- p �o� C) J W L.L.. �l+ M N Q C) z r Q Q U F� w W 1 F"I V v� ~�W V r P_i Date: Drawn: Checked: N.C. /J.M.R. Proj. No.: Cad File: JOSE M. REQUEJO FL. RA. 15570 I ,