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13-550-038WOOD TRU!55 =5 9 24" c /c. MAXIMUM 2 x 4 BLOCKING NAILED TO TOP CHORD OF TRUSSES IN AREA OF BLOCKED DIAPHRAGM WK2)16d TOE NAILS EACH END lod NAILS 4 Imd NAILS 4 v CONCRETE SLAB, SEE g4" c /c, 64" c %. © z u- z 0 z AND REINFORCING JOINT J -2 1«5 z- -0_I z-4 z- z't 'It. . �w �a WELL COMPACTED FILL EL. SEE PLAN a" BLOCK WALL Li» h h U WALL FOOTING, SEE NAILS PLAN AND SCHEDULE I-- c c, i .F-loci 9 4" c /c. a 4' ° 4: 2 x 4 BLOCKING NAILED TO TOP CHORD OF TRUSSES IN AREA OF BLOCKED DIAPHRAGM WK2)16d TOE NAILS EACH END ENT TO BE FOOTER TO TIE )ALL. PROVIDE ' TIE BEAM OR =Q'D SHEET) SILL W/ 2"5'5 'END 8" T-OND OPFNINri NOTE: ALL MASONRY WALLS TO BE IN PLACE BEFORE BEAMS AND COLUMNS ARE POURED. T" "F I CAL- LJ1NDOW OF N INS D T/4 I L SCALE: 3/4`=I'-011 REBAR, FILL CELLS W/� 3000 F`61 GROUT d SEE PLAN TYPICAL WALL SEE PLAN_ v 4 a 4 g z FILL THREE CELLS Q 4 1 INTERLOCK BLOCK 111 A COURSES (TYP.) CORNER DETAIL SEE PLAN EXTEND JOINT REINI-ORCING 6" INTO COLUMN. ° ° a El El a Isis" CLR COVER TIE COLUMN DETAIL LL TWO CELLS ENID WALL WALL INTERSECTION RE INF. W/ S VERT. SEE PLAN 2 CELLS ADJACENT TO WALL OPENING �a 44 a v� n . ° 4° a ❑ 4� ,DOOR OR WINDOW OPENING , SEE ARCH. WALL OPENING FILL TWO END CELLS NOTE: - PROVIDE 09 GA. LADER TYPE HORIZ. REINF. AT 16" O.G. MAX. LAP WALL INTERSECTION WITH "T" AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES ' FOR ADDITIONAL INFORMATION. DETAILS APPLY TO 8" AND 12" THICK CMU WALLS T�rF I CAL RE1NFCfPGED MA50N N� D TAIL 5 SCALE: 3/4 " =1' -0" PIGGY BACK " PLYWOOD SHEATHING 12 x 12 OPENING FOR —� VALLEY VENTILATION. -RT -3o STRAP BY USP WRAP AROUND PIGGY BACK W1 6 -d NAILS TO EXISTING TRUSS 10 24" O.C. EXISTING PREFAB WOOD TRUSSES 6 24" O.C. VALLEY TFU55 DTAILa SCALE :3 /4" =1' -0" mat a>= 1�Itnor> =MINT TO BE )OTER TO WALL, T"rFICAL DOOR, OFENING DETAIL SCALE: 3/4"=I'-011 10 0 9 GA. GALVANIZED HORI JOINT REINFORCING 1@16" O.G. VERT. )R %" PLYWOOD NAILED TO TRUSS W /lOd NAILS m 4" O /C. 2 x 4 CRO55 BRACING WD. TRUSSES a 24" O.C_ 2 x 4 CONT. HORIZ. LATERAL BRACING 2 "x4" BLOCKING WK2)16d NAILS EACH END (TYP) 16d P PJ � (4) 16d NAILS 6 EA CONN. (TYP) I� SPACES 62'- 0 "O.C.= 20'- 0 "(MA) 2 x 4 BLOCKING NOTES: I:HORIZONTAL BRACING OF 2 =DIAGONAL BRACING- BOTTOM CHORD: PROVIDE ONE A: PROVIDE GROSS BRACING, AS ROW OF HORIZ. BRACING AS SHOWN SHOWN, AT EACH END ROW OF EVERY 10' -0" OF SPAN OF TRUSS PERMANENT HORIZONAL BRACING, BRACING MEMBERS TO BE AT EACH END OF THE BUILDING CONTINUOS 2 "x 4" WOOD MEMBER AND AT NOT MORE THAN 20' -0" W/(2) 16d NAILS AT EACH TRUSS. AT SPACING IN DIRECTION OF SPLICE LOCATIONS, LAP BRACING HORIZONTAL BRACING MEMBER OVER AT LEAST TWO B:BRACING MEMBERS TO BE 2x6 TRUSSES. WOOD MEMBER. I DETAIL_ OF R=ERRM,�N NT L_AT REAL_ 5RRAC ING OF TfRU ,55 SCALF:3 /4" = I I -/TII TIE BEAM OR BEAM =NT. T.D.B. 2 -o 4 .. A 4 v CONCRETE SLAB, SEE PLAN FOR THICKNESS © z u- z 0 z AND REINFORCING JOINT J -2 1«5 EL. SEE PLAN —+— �— +— EL. SEE PLAN + 4 . ENT TO BE FOOTER TO TIE )ALL. PROVIDE ' TIE BEAM OR =Q'D SHEET) SILL W/ 2"5'5 'END 8" T-OND OPFNINri NOTE: ALL MASONRY WALLS TO BE IN PLACE BEFORE BEAMS AND COLUMNS ARE POURED. T" "F I CAL- LJ1NDOW OF N INS D T/4 I L SCALE: 3/4`=I'-011 REBAR, FILL CELLS W/� 3000 F`61 GROUT d SEE PLAN TYPICAL WALL SEE PLAN_ v 4 a 4 g z FILL THREE CELLS Q 4 1 INTERLOCK BLOCK 111 A COURSES (TYP.) CORNER DETAIL SEE PLAN EXTEND JOINT REINI-ORCING 6" INTO COLUMN. ° ° a El El a Isis" CLR COVER TIE COLUMN DETAIL LL TWO CELLS ENID WALL WALL INTERSECTION RE INF. W/ S VERT. SEE PLAN 2 CELLS ADJACENT TO WALL OPENING �a 44 a v� n . ° 4° a ❑ 4� ,DOOR OR WINDOW OPENING , SEE ARCH. WALL OPENING FILL TWO END CELLS NOTE: - PROVIDE 09 GA. LADER TYPE HORIZ. REINF. AT 16" O.G. MAX. LAP WALL INTERSECTION WITH "T" AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES ' FOR ADDITIONAL INFORMATION. DETAILS APPLY TO 8" AND 12" THICK CMU WALLS T�rF I CAL RE1NFCfPGED MA50N N� D TAIL 5 SCALE: 3/4 " =1' -0" PIGGY BACK " PLYWOOD SHEATHING 12 x 12 OPENING FOR —� VALLEY VENTILATION. -RT -3o STRAP BY USP WRAP AROUND PIGGY BACK W1 6 -d NAILS TO EXISTING TRUSS 10 24" O.C. EXISTING PREFAB WOOD TRUSSES 6 24" O.C. VALLEY TFU55 DTAILa SCALE :3 /4" =1' -0" mat a>= 1�Itnor> =MINT TO BE )OTER TO WALL, T"rFICAL DOOR, OFENING DETAIL SCALE: 3/4"=I'-011 10 0 9 GA. GALVANIZED HORI JOINT REINFORCING 1@16" O.G. VERT. )R %" PLYWOOD NAILED TO TRUSS W /lOd NAILS m 4" O /C. 2 x 4 CRO55 BRACING WD. TRUSSES a 24" O.C_ 2 x 4 CONT. HORIZ. LATERAL BRACING 2 "x4" BLOCKING WK2)16d NAILS EACH END (TYP) 16d P PJ � (4) 16d NAILS 6 EA CONN. (TYP) I� SPACES 62'- 0 "O.C.= 20'- 0 "(MA) 2 x 4 BLOCKING NOTES: I:HORIZONTAL BRACING OF 2 =DIAGONAL BRACING- BOTTOM CHORD: PROVIDE ONE A: PROVIDE GROSS BRACING, AS ROW OF HORIZ. BRACING AS SHOWN SHOWN, AT EACH END ROW OF EVERY 10' -0" OF SPAN OF TRUSS PERMANENT HORIZONAL BRACING, BRACING MEMBERS TO BE AT EACH END OF THE BUILDING CONTINUOS 2 "x 4" WOOD MEMBER AND AT NOT MORE THAN 20' -0" W/(2) 16d NAILS AT EACH TRUSS. AT SPACING IN DIRECTION OF SPLICE LOCATIONS, LAP BRACING HORIZONTAL BRACING MEMBER OVER AT LEAST TWO B:BRACING MEMBERS TO BE 2x6 TRUSSES. WOOD MEMBER. I DETAIL_ OF R=ERRM,�N NT L_AT REAL_ 5RRAC ING OF TfRU ,55 SCALF:3 /4" = I I -/TII TIE BEAM OR BEAM =NT. T.D.B. 3" CLEAR TYP. TNICKENED EDGE �4T iD00R [DETAIL SCALE: 3/4"=I'-01' 8° BLOCK WALL CONCRETE SLAB, SEE PLAN FOR THICKNESS F AND REINFORCING EL. SEE PLAN EL. SEE PLAN • I VAPOR BARRIER Ed I I LE WELL COMPACTED FILL ° WALL FOOTING SEE PLAN AND SCHEDULE FOR SIZE AND REINF. 3" CLEAR (TYP. --1� 7� TN'T'FICAL WALL FOOTING DETAIL= SCALE: 3/4"=I'-0'1 71E �EAM STE{� DETAIL SCALE: 3/4"=I'-011 8" G.M.U. WALL z -- — w yr BEAM/TIE BE PROVIDE "3 TIES 10 12" O.C. U SEE PLANS AND OVER OPENINGS UNDER 6' -011 d $3 TIES ,0 5" O.G. OVER &' -O". -- s SCHEDULES - o r N V) c _ 4 d - - a v 4 ° 4 4' In "L "L ADD 2 45 15OTTOM AND ( CV ° 2 x 4 GROSS MIN., AT EACH FACE FOR `,� �. BRACING EACH 12" TB DROP. W /(4)164 NAILS I OPENING �-- DOOR OR WINDOW 0 cy) 0 EACH CONN. OPENING, TIE COL. OR COLUMN SEE SCHEDULE FOR SIZE 4 REINFORCEMENT. TIE BEAM OR BEAM =NT. T.D.B. TIE 5EAM 5fiEP DETAIL SCALE: 3/4"=I'-011 0 o 0 o (� Z V - . V W Q T D OF D TA I L AT OFN INKS ``� J L� SCALE: 3/4"=I'-011 }-- 0 2 -o CONCRETE SLAB, SEE PLAN FOR THICKNESS © z u- z 0 z AND REINFORCING JOINT J -2 1«5 EL. SEE PLAN —+— �— +— EL. SEE PLAN + 48 BAR DIAM. ' 1 VAPOR BARRIER WELL COMPACTED FILL EL. SEE PLAN a" BLOCK WALL Li» h h U WALL FOOTING, SEE PLAN AND SCHEDULE I-- c c, i FOR SIZE AND REINF. 3" CLEAR TYP. TNICKENED EDGE �4T iD00R [DETAIL SCALE: 3/4"=I'-01' 8° BLOCK WALL CONCRETE SLAB, SEE PLAN FOR THICKNESS F AND REINFORCING EL. SEE PLAN EL. SEE PLAN • I VAPOR BARRIER Ed I I LE WELL COMPACTED FILL ° WALL FOOTING SEE PLAN AND SCHEDULE FOR SIZE AND REINF. 3" CLEAR (TYP. --1� 7� TN'T'FICAL WALL FOOTING DETAIL= SCALE: 3/4"=I'-0'1 71E �EAM STE{� DETAIL SCALE: 3/4"=I'-011 8" G.M.U. WALL z -- — w yr BEAM/TIE BE PROVIDE "3 TIES 10 12" O.C. U SEE PLANS AND OVER OPENINGS UNDER 6' -011 d $3 TIES ,0 5" O.G. OVER &' -O". -- s SCHEDULES - o r N V) c _ 4 d - - a v 4 ° 4 4' In "L "L ADD 2 45 15OTTOM AND ( CV ° 2 x 4 GROSS MIN., AT EACH FACE FOR `,� �. BRACING EACH 12" TB DROP. W /(4)164 NAILS I OPENING �-- DOOR OR WINDOW 0 cy) 0 EACH CONN. OPENING, TIE COL. OR COLUMN SEE SCHEDULE FOR SIZE 4 REINFORCEMENT. TIE BEAM OR BEAM =NT. T.D.B. TIE 5EAM 5fiEP DETAIL SCALE: 3/4"=I'-011 0 o 0 o (� Z V - . V W Q T D OF D TA I L AT OFN INKS ``� J L� SCALE: 3/4"=I'-011 }-- 0 2 u © z u- z 0 z - w 48 BAR DIAM. ' 4 ° O v 1 ( vl o a 48 BAR DIAM. 0 7 .. .. cy- 4 U Z ° o Ci v� L Q � � w 4 L 0 L Lw 4. 0 ° ° Z ° 4 � v d � 4. r- o 0 SEE PLAN � s 3 o0 N T * 'F. WALL FOOTING;. �z w � Z C 01RN D ETA D SCALE: 3/4" =1' - O" % \ d1 0 TIE COL. PORTION SEE SCHEDULE FOR SIZE 4 REINFORCEMENT. S" CM.U. WALL FINISH GRADE 0 r O Q (n � N 0. °UUOQ��� o u- ; U O �; z It 0 � O CONCRETE SLAB, SEE U O O O O ° PLAN FOR THICKNESS 1/8 " SAW -CUT JOINT ° _i 0 AND REINFORCING FILL WITH JOINT W MATERIAL i —J cn w w _ X X X X x X �j r I►�� U�II�� C)z O --° O N LL Q 0 N L I �� < CONTROL J INT DETAIL ( C.J.) tWW �`Vj"— `_ n c Z N O N O W CONCRETE SLAB, SEE O N PLAN FOR THICKNESS KEYED METAL W AND REINFORCING SEPARATOR w o D N Z x x— x x w a w U o z CON5T U C T I O JOINT J =1 , Lu U .• CD N SCALE: 3/4 " =I' -011 7 �;J ' 1J 9yt z W CD CONCRETE SLAB, — D 2'-6" SEE PLAN FOR s1i 3 f1 cn REINFORCING EL. SEE PLAN pd poildid.gp. �£a SCALE AS NOTED DATE 04 -30 -13 JOB 13029 SHEET — S 1.1 OF SHEETS z N w w a a. w W w If w W 0 w °,ON 1-.1 4� NG L. IT' 2 05 CONTINUOUS ,_ �. T'� FICAL= THICK N D EDGE DETAIL SCALE: 3/4"=I'-0'1 94 W V �'�A 9135 PAUL A. MARTINEZ FLORIDA REO. No. 42650 0 CV U K a 7' W U w 0 0 2 u © z u- z 0 z - w 48 BAR DIAM. ' '' 0, 5 53 Li» h h U U I-- c c, a 4' ° 4: cn z z 77 z z , h k k L LO z z w Qa Q Q YY 4 '4 d ° °. .. .� .. L Lu C C14 ( ° ° a q 4 4 TIE COL. PORTION SEE SCHEDULE FOR SIZE 4 REINFORCEMENT. S" CM.U. WALL FINISH GRADE 0 r O Q (n � N 0. °UUOQ��� o u- ; U O �; z It 0 � O CONCRETE SLAB, SEE U O O O O ° PLAN FOR THICKNESS 1/8 " SAW -CUT JOINT ° _i 0 AND REINFORCING FILL WITH JOINT W MATERIAL i —J cn w w _ X X X X x X �j r I►�� U�II�� C)z O --° O N LL Q 0 N L I �� < CONTROL J INT DETAIL ( C.J.) tWW �`Vj"— `_ n c Z N O N O W CONCRETE SLAB, SEE O N PLAN FOR THICKNESS KEYED METAL W AND REINFORCING SEPARATOR w o D N Z x x— x x w a w U o z CON5T U C T I O JOINT J =1 , Lu U .• CD N SCALE: 3/4 " =I' -011 7 �;J ' 1J 9yt z W CD CONCRETE SLAB, — D 2'-6" SEE PLAN FOR s1i 3 f1 cn REINFORCING EL. SEE PLAN pd poildid.gp. �£a SCALE AS NOTED DATE 04 -30 -13 JOB 13029 SHEET — S 1.1 OF SHEETS z N w w a a. w W w If w W 0 w °,ON 1-.1 4� NG L. IT' 2 05 CONTINUOUS ,_ �. T'� FICAL= THICK N D EDGE DETAIL SCALE: 3/4"=I'-0'1 94 W V �'�A 9135 PAUL A. MARTINEZ FLORIDA REO. No. 42650 0 CV U K a 7' W U w 0 0 SCALE: 3/4 " =I' -011 7 �;J ' 1J 9yt z W CD CONCRETE SLAB, — D 2'-6" SEE PLAN FOR s1i 3 f1 cn REINFORCING EL. SEE PLAN pd poildid.gp. �£a SCALE AS NOTED DATE 04 -30 -13 JOB 13029 SHEET — S 1.1 OF SHEETS z N w w a a. w W w If w W 0 w °,ON 1-.1 4� NG L. IT' 2 05 CONTINUOUS ,_ �. T'� FICAL= THICK N D EDGE DETAIL SCALE: 3/4"=I'-0'1 94 W V �'�A 9135 PAUL A. MARTINEZ FLORIDA REO. No. 42650 0 CV U K a 7' W U w 0 0 SCALE AS NOTED DATE 04 -30 -13 JOB 13029 SHEET — S 1.1 OF SHEETS z N w w a a. w W w If w W 0 w °,ON 1-.1 4� NG L. IT' 2 05 CONTINUOUS ,_ �. T'� FICAL= THICK N D EDGE DETAIL SCALE: 3/4"=I'-0'1 94 W V �'�A 9135 PAUL A. MARTINEZ FLORIDA REO. No. 42650 0 CV U K a 7' W U w 0 0 z N w w a a. w W w If w W 0 w °,ON 1-.1 4� NG L. IT' 2 05 CONTINUOUS ,_ �. T'� FICAL= THICK N D EDGE DETAIL SCALE: 3/4"=I'-0'1 94 W V �'�A 9135 PAUL A. MARTINEZ FLORIDA REO. No. 42650 0 CV U K a 7' W U w 0 0