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05-875-012TG S' X 12' COLUMN W1 4 05 VERT. 4 03 TIES a 8' O.C. 1 2 11 r�....._Q 4 -05 BARS ° ° ° �a (T`r'PICAL) a a t! - �- a- -: -: —a d 4 113 TIES a T C s' O.C. 03 STIRRUPS PER SCHEDULE (SPACE AT (o' WHEN GIRDER TRUSS BEARS ON OPENING ABOVE 4- 05 CONT. " WINDOWS) 3 I i ADD 2 - *t� OVER WINDOW OPENINGS 7aBEAM-- -- GONG. TIE 8' i OPENING I T5 c NON - MATCHING CELL CONDITION MATCHING CELL CONDITION REINFORCE MASONRY WALL ELEVATION DETAIL N.TS. (U 51 YER1. FROM Fi'Cx TO - i'. BEAM IN CONC. FILLED CELL 8" CMU WALL W/ No.9 TRUSS TYPE NOR JOINT REINF, AT 16' O.C. UD zo 1 WALL I OPENING DOWN (TD) AT OP ENINGS Nr5 (1) 51 VERT, FROM FTG TO - T. SEAM IN V& POURED IN PLACE GONG. EXITING CMU WALL BEAM REINF. NOT SHOWN FOR CLARITY 1816.1.1 TERMITE PROTECTION. ALL BUILDINGS SHALL HAVE PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE - CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BLDG, DEPT. BY THE LICENCED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES.' = I In -1 IT 44' -2' 1' -4'.. I 8' -8' „ 34' -2' 111 6' SL I45 W /05* 12' BOT7 M EA. WAY 21' TOP EA. WAY I I I I I II I I I I I II Tr_ i i i i i ii o i i i i i ii M 5- 40031_gl) I I I I I II w it I L�' I I I I 1t3' WD FLOOR.TRUSSES j I I I II I I I I N II I I I I 01 ! ! ! ! !! I I I I cA ! I I I II I I TB- 1119' -8')1 I I I I II i I I I I II J._._.L._._1_._..�! OPEN. W. T15-1 l9' -69 I i I I i I I I I I I I I I I I I I I T.O F.FI 10' -1' I I I I I I I I I I I I I I I I I I I I I I I- I I IS" WD FLOOR.TIRUSSE5 I I I I I I I I I I I I I j j to 24" O.C. tylp I I I I I I I I I I I I I I I I I i i i I i i I I i i i ��,I+,FkI• .: •4; EXIST. TB 8' -2' &ECONID F L O C F-,,, FfRAt"IING3,00mPSl &CALE=: 1/4" = 1'-011 GROUTED FILLED CELL (TYP.) m 44' -2' 6' -5' P4548 I I I © I N TD1 AT CORNF_Ra,Ts :: ,---- - - - - -� - -- I CC I) 11 I T.E 8 1 I - I WF -24 (1) E1 VERT. FROM FTC TO , I II I • • I I 1 I T. BEAM IN 8'x8' POURED IN I I ��- ��------ - - - - -- PLACE CONC. �p�E ND I i N 1 I EXITING CMU WALL '. e LIN$ OF r_ �c, 1 F_1 I 11 CO C. BEAM ABOVI� 1 +:: I \\ I I 1 1 11 1/4" PM.J I I I I �1 a II o� w 0 I 1 T.E � 0 a' N I I 1 L J II �TYPIGAL) I I I I T.E 1 11 j 4' SLAB - i VI I 1 I I 4' SLAB t o.slab I I 4' -0' 2' -4' 2' -0' 1' -4' -8' I PLAN lo) II TEF IED IA I T[� I I 'ED I - -- - -N - --� H ,1 SEE NOTE TO CONTRACTOR .'.. I ...............11. ; � J I . .. .......... O – - – – – I 1 ! = EXISITNG WALL FOOTIN j • • I -3 : – > _ I 'L ` EXIST. OPENING= TO B BLOCKED IN W/ CMU l I ADDITIONAL 205 IN 5'x5'xl/2' STL, ANGLE EXISTING WALL 9 EN Q W/ (3 ) 1/2 DIA. WEDGE F TYPICAL ANCHORS 0 END OF OPENING W/ (5' SPACING) NOTICE TO CONTRACTOR i I ADD 205 KEBABS a EA. END of OPENING VERT. s REMAINDER USE 1/2' DIA WEDGE ANCHOR I 5Y SIMPSON STRONG TIES OR EQUAL 0 24' O/C Comers of existing masonry construction shall be checked Y for tie downs. If tie downs are not found in comers, testing shall be performed to locate be downs in all walls. Proper installation of tie downs shall be done at 20 foot intervals and at each corner except that interior tie downs may be provided in each side not less than 2 feet on each side of each comer. Tie down refers to the anchorage from the foundation to the tie beam and shall provide the equivalent strength of a vertical #5 reinforcing bar properly attached to the foundation and tie beam encased in concrete or mortar and lapped a minimum of 30 inches or otherwise spliced in a manner which will develop the full strength of the bar. NOTE=: &Hof= DRAWING TO TRUSSES S1-4ALL, BE: SU5MITTE E) TO ,4RC1-IITE:CT FOR APPROVAL PRIOR TO 1=A5RICATION 8,i' THE TRUSS MANUFACTURE: W/ 3 -3/8 EMBEDIMENT 1 -05 m 32' WITH 31000PS 1 GROUTED FILLED CELL (TYR) SOIL STATEMENT Inspection of the existing soil reveals light sand and limerock with an allowable design capacity of 2,000 PSF. Contractor shall contact Architect after ground hasbeen broken for a soils inspection prior to the preparation of footings. Architect shall submit to the Building Department a letter attesting that the site has been observed and that the conditions encountered are similar to those upon which the design is based. n LL N G) z _C 00 � � U O W N Q _ I II (Y Q II I O I Conc, NOTE: NON - MATCHING CELL CONDITION MATCHING CELL CONDITION REINFORCE MASONRY WALL ELEVATION DETAIL N.TS. (U 51 YER1. FROM Fi'Cx TO - i'. BEAM IN CONC. FILLED CELL 8" CMU WALL W/ No.9 TRUSS TYPE NOR JOINT REINF, AT 16' O.C. UD zo 1 WALL I OPENING DOWN (TD) AT OP ENINGS Nr5 (1) 51 VERT, FROM FTG TO - T. SEAM IN V& POURED IN PLACE GONG. EXITING CMU WALL BEAM REINF. NOT SHOWN FOR CLARITY 1816.1.1 TERMITE PROTECTION. ALL BUILDINGS SHALL HAVE PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE - CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BLDG, DEPT. BY THE LICENCED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES.' = I In -1 IT 44' -2' 1' -4'.. I 8' -8' „ 34' -2' 111 6' SL I45 W /05* 12' BOT7 M EA. WAY 21' TOP EA. WAY I I I I I II I I I I I II Tr_ i i i i i ii o i i i i i ii M 5- 40031_gl) I I I I I II w it I L�' I I I I 1t3' WD FLOOR.TRUSSES j I I I II I I I I N II I I I I 01 ! ! ! ! !! I I I I cA ! I I I II I I TB- 1119' -8')1 I I I I II i I I I I II J._._.L._._1_._..�! OPEN. W. T15-1 l9' -69 I i I I i I I I I I I I I I I I I I I T.O F.FI 10' -1' I I I I I I I I I I I I I I I I I I I I I I I- I I IS" WD FLOOR.TIRUSSE5 I I I I I I I I I I I I I j j to 24" O.C. tylp I I I I I I I I I I I I I I I I I i i i I i i I I i i i ��,I+,FkI• .: •4; EXIST. TB 8' -2' &ECONID F L O C F-,,, FfRAt"IING3,00mPSl &CALE=: 1/4" = 1'-011 GROUTED FILLED CELL (TYP.) m 44' -2' 6' -5' P4548 I I I © I N TD1 AT CORNF_Ra,Ts :: ,---- - - - - -� - -- I CC I) 11 I T.E 8 1 I - I WF -24 (1) E1 VERT. FROM FTC TO , I II I • • I I 1 I T. BEAM IN 8'x8' POURED IN I I ��- ��------ - - - - -- PLACE CONC. �p�E ND I i N 1 I EXITING CMU WALL '. e LIN$ OF r_ �c, 1 F_1 I 11 CO C. BEAM ABOVI� 1 +:: I \\ I I 1 1 11 1/4" PM.J I I I I �1 a II o� w 0 I 1 T.E � 0 a' N I I 1 L J II �TYPIGAL) I I I I T.E 1 11 j 4' SLAB - i VI I 1 I I 4' SLAB t o.slab I I 4' -0' 2' -4' 2' -0' 1' -4' -8' I PLAN lo) II TEF IED IA I T[� I I 'ED I - -- - -N - --� H ,1 SEE NOTE TO CONTRACTOR .'.. I ...............11. ; � J I . .. .......... O – - – – – I 1 ! = EXISITNG WALL FOOTIN j • • I -3 : – > _ I 'L ` EXIST. OPENING= TO B BLOCKED IN W/ CMU l I ADDITIONAL 205 IN 5'x5'xl/2' STL, ANGLE EXISTING WALL 9 EN Q W/ (3 ) 1/2 DIA. WEDGE F TYPICAL ANCHORS 0 END OF OPENING W/ (5' SPACING) NOTICE TO CONTRACTOR i I ADD 205 KEBABS a EA. END of OPENING VERT. s REMAINDER USE 1/2' DIA WEDGE ANCHOR I 5Y SIMPSON STRONG TIES OR EQUAL 0 24' O/C Comers of existing masonry construction shall be checked Y for tie downs. If tie downs are not found in comers, testing shall be performed to locate be downs in all walls. Proper installation of tie downs shall be done at 20 foot intervals and at each corner except that interior tie downs may be provided in each side not less than 2 feet on each side of each comer. Tie down refers to the anchorage from the foundation to the tie beam and shall provide the equivalent strength of a vertical #5 reinforcing bar properly attached to the foundation and tie beam encased in concrete or mortar and lapped a minimum of 30 inches or otherwise spliced in a manner which will develop the full strength of the bar. NOTE=: &Hof= DRAWING TO TRUSSES S1-4ALL, BE: SU5MITTE E) TO ,4RC1-IITE:CT FOR APPROVAL PRIOR TO 1=A5RICATION 8,i' THE TRUSS MANUFACTURE: W/ 3 -3/8 EMBEDIMENT 1 -05 m 32' WITH 31000PS 1 GROUTED FILLED CELL (TYR) SOIL STATEMENT Inspection of the existing soil reveals light sand and limerock with an allowable design capacity of 2,000 PSF. Contractor shall contact Architect after ground hasbeen broken for a soils inspection prior to the preparation of footings. Architect shall submit to the Building Department a letter attesting that the site has been observed and that the conditions encountered are similar to those upon which the design is based. n 0 U LL N G) z � U O W N Q _ o� (Y Q � Q O _ V) � U _ N oLC) — LIJ 0 Q () ( — Cn -. 0 U LL z O L o� � Q Q — 0 I- Cn -. 0 Cn U N I--' rn I� 8d (0 J N LLJ C� 3: �� L' � M 0n n 0, J W 0 Lo �-- n DRAWN BY JULIO C SI LVA CHECKED BY Y. H JOB No. 2004-0005 PAGE S 2 12 OF 2 O SHEETS L DRAWN BY JULIO C SI LVA CHECKED BY Y. H JOB No. 2004-0005 PAGE S 2 12 OF 2 O SHEETS