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13-550-045%'l CDX PLYWOOD SHITHING W 110d SHANK RING NAB 9 6" O.G. (4" 4 PEFETER) 2 "x4" BLOCKING (10)d NAILS 64 ",2 Y" a PERIMETER REFER TO PLAN FOR LIMITS 1/2 "4 THRU BOLTS a12" O/C W/NUT5 4 WASHERS STAGGERED HURRICANE STRAP SEE PLAN. "O CDX PLYWOOD SHEATHING lU /loci ' SHANK RING NAILS a 6" O.G. OVER 1 "x6" T* DECKING W /2) 10d RING �=- SHANK NAILS a EACH PLANK \-- PRE - ENGINEERED WOOD ROOF TRU55E5 a 24' O /C. 3 WD CONC. TIE BEAM RAFF TERS = SEE PLAN 4 SCHEDULE 4 24" O/C // - - _31 -011 _ 8 11 MASONRY UJALL W /*5 ,a 32 O /C, IN 3000 P51 GROUT FILLED CELL5 W/ STD 90 °HK. II U-1 (x ~ EL 12' -9" - -- = 11 - - = - - - 4" CONIC. 5LA5 _ (5EE PLAN FOR REINF) = - CONC. _E PLAN REINF) %a" CDX PLYWOOD SHEATHING t - w Q Zs) - 2 9 = _ - _ - — #4 a 12" O /C. (T) (FOR EXACT. LENGTH REFER TO PLAN) 4 CONIC. SLAB (5EE PLAN FOR REINF) W /10d SHANK RING NAILS a 6" u = T /TIE BEAM CONIC. TIE BEAM SEE PLAN #SCHEDULE E'. L 0 CD' " 2 "x4" BLOCKING (10)d NAILS 44 ",2 y" a---_ V =� �� "" O.C, (4 a PERIMETER) \ Q� Z PERIMETER REFER TO PLAN FOR LIMITS Ca ` 2 "x4" BLOCKING (lm)d NAILS - = _ - _ - - = - - _ = _ 12" PSI J015T a4 " -6" O /C. a° MASONRY WALL W /% — a 32" O /C. IN 3000 P51 GROUT FILLED CELLS W/ STD 90 °HK, _ 11 n A O `�' 4" CONIC 5LAB REINF, (� W/ 6 "x(O "- WI.4xWl.4 WWF, -` OVER 6 MIL VAPOR BARRIER 4 WELL COMPACTED FILLED. xa_�x_x —.z— — a" P51 J015T O /C. (BEYOND) 4" CONC. SLAB REINF. W/ (o"x( "- WI.4xWIA WWF, OVER 6 MIL VAPOR BARRIER 4 WELL COMPACTED FILLED. a4 ",2 Y" a PERIMETER REFER LL, 2" PSI JOIST a4 "-6" O /C. (BEYOND) S" MASONRY WALL W /% 4 32" O /C. IN 3000 PSI - GROUT FILLED CELLS W/ 5TD 90 11-1K :j 0 - _ Q A a " 4" CONC. SLAB REINF. o "- W/ h x�o W1.4xW1.4 WWF, d OVER G MIL VAPOR BARRIER 4 WELL _ COMPACTED FILLED. - I/2 "0 THRU BOLTS e12 " PRE - ENGINEERED TO PLAN FOR LIMITS 0� L0 z HURRICANE STRAP O/G W/NJTS @ WASHERS WOOD ROOF WOOD TRU55E5 4 ® PRE- ENC;INEERED WOOD 112 "� THRU BOLT5 a12" '� TRU5SE5 a 24' O /C. \ z T SEE PLAN, STAGGERED 24'0/C, _ O/C W/NUTS 4 WASHERS �� w m - ' . - = / �y \_ y STAGGERED T /5LAB CONC. FOOTING. (5EE PLAN 4 SCHEDULE) SECT SCALE: T /5LAB 2 05 CONT.— .,e .. - , a T•,R� —x =: : x ..� . �� -;< °a (SEE eCALE: CDX PLYWOOD SHEATHING �I, W /IOd SHANK RING NAILS 4 6" O.C. OVER 1 "x6" T4G DEGKINCa W /(2) loci CONC. FOOTING: PLAN 4 5GHEDULEi GIRDER HURRICANE STRAP HURRICANE TRUSS SEE PLAN, I ON B 1/2 " =1' -0" S -5 • RING SHANK NAILS a EACH PLANK �% SEE PLAN - �`` 411 _ 5 /a" CDX PLYWOOD SHEATHING W /IrDd '����� © 4 SCHEDULE EL. z3' -4° % ' T /BE M 5EE PLAN. SHANK RING NAILS a 6" O.G. OVER SLAB 1 "xro" T4G DECKING W/2) loci RING SHANK NAILS a EACH PLANK - PRE - ENGINEERED WOOD PRE - ENGINEERED WOOD - - = ROOF TRU55E5 a 24' O /C. ROOF TRUSSES a 24' O /C. - _ - 3 xa WD _ E" MA50NRY WALL W / #6 - I I _ I I - I = RAFTERS - CONC. TIE BEAM Q CONC. TIE - - 3 "xa" WD a 24" O/C = 5EE PLAN 4 SCHEDULE LL_ BEAM SEE - sfol2" EW/B WE3XIo = RAFTERS 3' -0" 0 _ PLAN 4 HOIST BEAM a 24" O/C GROUT FILLED CELLS O.H. (TYP.) - SCHEDULE - W/ STD 90 °14K O - _ L = CONC. TIE - - - IT - = S" MASONRY WALL W /#5 - BEAM W8X10 a. a -_ 4 32" O /G, IN 3000 P51 _ -_ SEE PLAN HOIST BEAM = _ GROUT FILLED CELLS - 4 SCHEDULE - +, U N - W/ STD 90 °HK. AND 44a12" O/C HORIZ. -- � o -L3"/, x3 i/, /4 - :� - x5�r2' W /(2V4, � A -301 BOLT5. _ a. W O PL 9 "x9 "x %a"` w V) N WK2P2 "x6 - _ � 0 HS STUDS, II U-1 (x ~ EL 12' -9" - -- = 11 - - = - - - 4" CONIC. 5LA5 _ (5EE PLAN FOR REINF) = - CONC. _E PLAN REINF) 5LAB t - w Q Zs) - 2 9 = _ - _ - — #4 a 12" O /C. (T) (FOR EXACT. LENGTH REFER TO PLAN) 4 CONIC. SLAB (5EE PLAN FOR REINF) = u = T /TIE BEAM CONIC. TIE BEAM SEE PLAN #SCHEDULE E'. L 0 CD' " W/ STD 90 °NK. V T /TIE BEAM GONG. BEAM SEE PLAN SCHEDULE EL. 0'-0" Q� Z (Y) Ca a - = _ - _ - - = - - _ = _ 12" PSI J015T a4 " -6" O /C. a° MASONRY WALL W /% — a 32" O /C. IN 3000 P51 GROUT FILLED CELLS W/ STD 90 °HK, _ 11 n A O `�' 4" CONIC 5LAB REINF, (� W/ 6 "x(O "- WI.4xWl.4 WWF, -` OVER 6 MIL VAPOR BARRIER 4 WELL COMPACTED FILLED. xa_�x_x —.z— — a" P51 J015T O /C. (BEYOND) 4" CONC. SLAB REINF. W/ (o"x( "- WI.4xWIA WWF, OVER 6 MIL VAPOR BARRIER 4 WELL COMPACTED FILLED. CONIC BEAM SEE f 4 SCHEi = = _ _ _ - - _ LL, 2" PSI JOIST a4 "-6" O /C. (BEYOND) S" MASONRY WALL W /% 4 32" O /C. IN 3000 PSI - GROUT FILLED CELLS W/ 5TD 90 11-1K :j 0 - _ Q A a " 4" CONC. SLAB REINF. o "- W/ h x�o W1.4xW1.4 WWF, d OVER G MIL VAPOR BARRIER 4 WELL _ COMPACTED FILLED. - a Z �i I 0� L0 z w ' d CD z T — — — — — —. — — — — — — —. — — — - -- — — — — — (Y) w m - ' . - = X, — T /5LAB CONC. FOOTING. (5EE PLAN 4 SCHEDULE) SECT SCALE: T /5LAB 2 05 CONT.— .,e .. - , a T•,R� —x =: : x ..� . �� -;< °a (SEE eCALE: X.. CONC. FOOTING: PLAN 4 5GHEDULEi % \X` / \N`' \�`'\� \�� t I ON B 1/2 " =1' -0" S -5 • BEAM SEE PLAN SEE PLAN - 1 /2 " =1' -a� Lu ,10 -� DATE = - a" MASONRY WALL W /15 —� a 32" O /C. IN 3000 PSI 13029 t - w 00 U - = GROUT FILLED CELLS = u = _ W/ STD 90 °NK. V Q� Z (Y) Ca a ca IL - Q cr 2 0 LL, Zo (L p� - a Z �i I 0� L0 z w ' d CD z T — — — — — —. — — — — — — —. — — — - -- — — — — — (Y) w m - V) ---------------- - -i - -1 - - - -- X.. CONC, TIE CONC BEAM, - BEAM SEE PLAN SEE PLAN - 12" PSI JOIST © 4 SCHEDULE 1 4 SCHEDULE w (BEYOND) - - = I I I I I I I I I - _ - E" MA50NRY WALL W / #6 I I I I - I I _ I I - I = U Q - 4 32" O /C. IN 3000 P51 LL_ 0 _ GROUT FILLED CELLS I� - V - W/ STD 90 °14K O U 4 Lu ,10 -� DATE 04 -30 -13 Z Z 13029 t - w 00 U V Z u cv r� CA -A = V) I (Y V Q� Z (Y) Ca a ca IL - Q cr 2 0 LL, Zo (L p� - a Z �i I 0� L0 z w ' � CD z T , (Y) w m .i.. V) F Z X.. LL- o _^ © r L a w Z Q u_ U Q LL_ 0 _ o V 0 O U 4 L 8 CONIC. STEM WALL IT 1��) a. a V) _ W /#5e12" O/C VERT. w m +, U N AND 44a12" O/C HORIZ. -- � o a EA FACE � a. W O IS "x18 "x24" SUMP PIT w V) N � � 0 VERIFY LocATION Z N a" CONC. STEM WALL W/MECH, +ARCH DWG5. W/#5612" O/C VERT. AND #4412" O/C HORIZ, 4 EA FACE 10'- 9 "xa' -I" CONC. FOOTING W /#C 412° O/C EA WAY (T 4 %. - ,` VISIONS BY� N —ice Z 0 N - 41 G o vl Q� `a' DATE 04 -30 -13 Z Z 13029 t - w 00 U V Z u cv r� ° o U V) I (Y V 0 Z (Y) Ca a Lu Q cr 2 0 LL, (Y) 0 a Z �i I 0� L0 z w ' � CD z T , (Y) w m .i.. V) F Z X.. LL- o _^ © Q� `a' DATE 04 -30 -13 Q 13029 t - w 00 U V ry IE —A a 0 V) I (Y V L0 Z I cn C-4 ^ 0 � a J LL, (Y) 0 w 0 0 �i I 0 a! 00 w Z ' � u� z V) Z = a Z C) c � w w 110 C J LLJ Q� AS NOTED DATE 04 -30 -13 JOB - -- 13029 0 o J QD 5 (n Q I cn U O s o w 0 0 �i I � ' � u� z lg� a Z D o o a _^ r L a w Z Q u_ U Q LL_ 0 _ o V 0 O U 4 L IT 1��) a. a V) _ w m +, U N > -- � o � � a. W O w V) N � � 0 Z N ° a Q 0 a vw z ag � � w w O N (� 1-L _ n z T � 0 K a 2x4 KEYED JOINT U W /4" WATER 5TOP (TYP.) z w F c Ld v/I Ur .--yy�� z :1�� W e�A ®hem 0� �'°j4 s' t11 E Rs STEM QT RAL F, l INEE,,VG =6262 klF R RD, -S I' jVIIAMI, " �"L; 3 5�5� •Id„ 05P �0 so oil lJ SCALE AS NOTED DATE 04 -30 -13 JOB - -- 13029 SHEET S -5.0 OF - SHEETS J 5 (n U O U ' a a lg� e�A ®hem 0� �'°j4 s' t11 E Rs STEM QT RAL F, l INEE,,VG =6262 klF R RD, -S I' jVIIAMI, " �"L; 3 5�5� •Id„ 05P �0 so oil lJ SCALE AS NOTED DATE 04 -30 -13 JOB - -- 13029 SHEET S -5.0 OF - SHEETS PAUL A. MARTINEZ FLORIDA REG. No. 42650 L L 0 " U 4 C' L O U :t a Z V J w O CL o ' U