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13-550-0442 "x4" BLOCKING (10)d NAILS m4" X" e PERIMETER REFER TO PLAN FOR LIMITS 1/24 THRU BOLTS 612" O/C W/NUTS 4 WASHERS STAGGERED HURRICANE STRAP SEE PLAN. %a" CDX PLYWOOD SHEATHING W 110d SHANK RING NAILS e 6" O.G. OVER 1 "x(o" T46s DECKING WIN) 10d RING SHANK NAILS 1w EACH PLANK \ EL. 12' -9" T/TIE BEAM EL. 0'-oll T /SLAB 3 11x8" Wp __1 RAFTERS le 24" O/C 31-011 O.H. (TYP.) tu U q -1 - _q �Q zt m GONG. BEAM SEE PLAN 4 SCHEDULE 2 «5 CONT. \- PRE - ENGINEERED WOOD ROOF TRU55ES 9 24' O /C. GONG. TIE BEAM SEE PLAN 4 SCHEDULE 8 MASONRY WALL W 1{'6 24" O /C. IN 3000 PSI GROUt FILLED CELLS W/ STD 90'HK —4" CONC. SLAB (SEE PLAN FOR REINF.) -8" PSI J015T v4" -6" O /C. (BEYOND) 4" GONG. SLAB REINF. W/ 6 "x6 "- W1.4xW1.4 WWF, OVER 6 MIL VAPOR BARRIER 4 WELL COMPACTED FILLED. V i v.� V CDX PLYWOOD SHEATHING W /10d SHANK RING NAILS a 6" O.C. (4" m PERIMETER) 4" GONG. SLAB (SEE PLAN FOR REINF.) GONG. TIE BEAM SEE PLAN 4 SCHEDULE IL x GONG. FOOTING: (SEE PLAN 4 SCHEDULE) SECT f ON, M® - PRE - ENGINEERED WOOD ROOF TRUSSES 6 24'0/C, 12" PSI JOIST 64 "4o" O /C. (BEYOND) 8" MASONRY WALL W/M6 48" O /C. IN 3000 PSI :7e OUT FILLED CELLS TD 90 °14K _ j\\ /\ \ /\\ / \\j 2 "x4" BLOCKING 00)d NAILS a PERIMETER REFER TO PLAN FOR LIMITS 1/214 THRU BOLTS 612" HURRICANE STRAP O/C W/NUT5 4 WASHERS SEE PLAN. STAGGERED V WOOD SHEATHING G NAILS ® 6" O.G. ECKING W /(2) 10d S Q EACH PLANK -4" M PRE- ENGINEERED WOOD ROOF TRUSSES ,w 24' O /G. 4 `-- PRE - ENGINEERED WOOD ROOF TR'rI55E5 6 24' O /G, 3 "x8" WD RAFTERS - ONG. TIE BEAM to 24" O/C SEE PLAN 4 SCHEDULE O.N. (T I YP.) 8 MASONRY WALL W 106 19 48" O /C. IN 3000 PSI C -ROUT FILLED CELLS W/ STD 90 "HK REVISIONS BY 11 07 -26 -13 BDC Y CDX PLYWOOD SHEATHING W 110d SHANK RING NAILS -S 6" O.C. (4" is PERIMETER) 2"x4" BLOCKING (10)d NAILS 04 ",2 Y" * PERIMETER REFER TO PLAN FOR LIMITS AS NOTED DATE Al a1 `n 4" GONG. SLAB REINF. Q W/ "- MASONRY WALL W 6"x6 WIAxW1.4 WWF, O OVER (o MIL VAPOR ROOF TRUSSES is 24' O/C. O/C W/NUT5 t WASHERS cV Z U BARRIER 4 WELL COMPACTED FILLED. _ j\\ /\ \ /\\ / \\j 2 "x4" BLOCKING 00)d NAILS a PERIMETER REFER TO PLAN FOR LIMITS 1/214 THRU BOLTS 612" HURRICANE STRAP O/C W/NUT5 4 WASHERS SEE PLAN. STAGGERED V WOOD SHEATHING G NAILS ® 6" O.G. ECKING W /(2) 10d S Q EACH PLANK -4" M PRE- ENGINEERED WOOD ROOF TRUSSES ,w 24' O /G. 4 `-- PRE - ENGINEERED WOOD ROOF TR'rI55E5 6 24' O /G, 3 "x8" WD RAFTERS - ONG. TIE BEAM to 24" O/C SEE PLAN 4 SCHEDULE O.N. (T I YP.) 8 MASONRY WALL W 106 19 48" O /C. IN 3000 PSI C -ROUT FILLED CELLS W/ STD 90 "HK REVISIONS BY 11 07 -26 -13 BDC Y CDX PLYWOOD SHEATHING W 110d SHANK RING NAILS -S 6" O.C. (4" is PERIMETER) 2"x4" BLOCKING (10)d NAILS 04 ",2 Y" * PERIMETER REFER TO PLAN FOR LIMITS GONG. TIE BEAM SEE _ G12" EW/B WSXIO PLAN 4 - H015T BEAM SCHEDULE - GONG. TIE BEAM SEE PLAN tSCNEDULE ° x5�i2" WKN O A -301 BOLTS. PL 9 "x9 "x Ya" H_- 4 / 6 W/(2)112 "x6" H5 STUDS. HOIST BEAM AS NOTED DATE Al PRE- ENGINEERED WOOD 1/24 THRU BOLTS 1012" a MASONRY WALL W OF SHEETS O ROOF TRUSSES is 24' O/C. O/C W/NUT5 t WASHERS cV Z U z J m 48" O/C. IN 3000 P51 STAGGERED t� 1URRICANE GIRDER _ HURRICANE STRAP O p o SEE PLAN. TRUSS n SEE SEE PLAN. -.__t C7 4" CONC �`�• %a" CDX PLYWOOD SHEATHING W /10d � � O q SLAB SHANK RING NAILS tv 6 O.C. OVER REFER TO PLAN) I"x6" T4G PECKING W /(2) 10d RING W Q, Q - = 4" GONG. SLAB SHANK NAILS 6 EACH PLANK Q .. ... Lo o 2 _ GONG. TIE BEAM SEE _ G12" EW/B WSXIO PLAN 4 - H015T BEAM SCHEDULE - GONG. TIE BEAM SEE PLAN tSCNEDULE ° x5�i2" WKN O A -301 BOLTS. PL 9 "x9 "x Ya" H_- 4 / 6 W/(2)112 "x6" H5 STUDS. HOIST BEAM 5ECTf ON 5C,ALE: 1/2''=l'-0'l S -5 �- 3"x8" WD RAFTERS 19 24" O/C I' -0" (TYP.) /. 2x4 KEYED JOINT W /4" WATER STOP (TYP.) af z L0 0 --- w z W N u- © V) f ^ m Q .. 0 Q Q p LL o Z .1 U,, co Q w o, t— o, V) o w _ 01 w mow. Lo ° O � uj cy) 0 d z N ° � U o N Q O ti F— w z � Z U 0 a O z a Q Z = Z 0 i� CL V) o ,L (c; M a I �o z o Z0 Lu I � (p N O I Z z z m 9 rr ° 0 �UJOQQ)0 LL__. N x �O O7 4� �O��Oo U O 0 w U o N � �-- •• z `i llj O (n Q O L.L O � � r� Z % Q v 1 � N W Q = �O N cj) c O w ('� z ( ) a Lu w N z 0 a EL 0 z Ir � w Z o CD z SECTIONS ITY AS NOTED DATE Al JOB w MASONRY WALL W OF SHEETS O z J m 48" O/C. IN 3000 P51 v a 04 is 12" O /C. (T) (FOR EXACT. LENGTH ul = _ GROUT FILLED CELLS W/ STD 90'HK - n _ O q REFER TO PLAN) a! Q - = 4" GONG. SLAB -q _ - (SEE PLAN FOR REINF.) -� EL.12' -9" T /TIE BEAM — -- --- — — — — — — — — — — — — --- — — — — — — — i GONG. TIE BEAM SEE PLAN = CONG. TIE I CONC BEAM, 4 SCHEDULE - 2" PSI J015T = " 12" PSI J015T _ BEAM SEE PLAN SEE PLAN m4 -6" O /C. 4 SCHEDULE 4 SCHEDULE _ 0411 -6" O /G. (BEYOND) I = = I 8 MASONRY WALL W /"ro I I _ - 9 48" O /C. IN 3000 P51 - I I CGROUT FILLED CELLS W/ STD 90 °HK V' MASONRY WALL W 1•6 _ 4" O /C. IN 3000 P51 GROUT FILLED CELLS - - - - W/ STD 90'HK - - -_ - - = - I I = 4" GONC_ SLAB REINF. CL _ m W/ ro "x6 "- W1.4xW1.4 WWF, -_ _ OVER 6 MIL VAPOR U tu = BARRIER 4 WELL - COMPACTED FILLED. _ _ - Ip U EL. O' -01, T /SLAB Nxa _ - ��,, GONG. FOOTING. (SEE PLAN 4 SCHEDULE) a > 8" GONG. STEM WALL W/"51012" O/C VERT. AND "4612" o/c HORIZ. I, EA FACE j O N 5 C T I 8 18 "x18 "44" SUMP PIT SCALE: 1 /2 " =1' -rD S -5 8" GONG, STEM WALL VERIFY LOCATION W/"5612" O/C VERT. W/MECH. +ARCH DWGS. AND #41W12" O/C HORIZ. tv EA FACE 10'- 9 "x8' -I" GONG. FOOTING a WI%IW12" O/C EA WAY (T 4 B) I' -0" 1140" I' -® 5ECTf ON 5C,ALE: 1/2''=l'-0'l S -5 �- 3"x8" WD RAFTERS 19 24" O/C I' -0" (TYP.) /. 2x4 KEYED JOINT W /4" WATER STOP (TYP.) af z L0 0 --- w z W N u- © V) f ^ m Q .. 0 Q Q p LL o Z .1 U,, co Q w o, t— o, V) o w _ 01 w mow. Lo ° O � uj cy) 0 d z N ° � U o N Q O ti F— w z � Z U 0 a O z a Q Z = Z 0 i� CL V) o ,L (c; M a I �o z o Z0 Lu I � (p N O I Z z z m 9 rr ° 0 �UJOQQ)0 LL__. N x �O O7 4� �O��Oo U O 0 w U o N � �-- •• z `i llj O (n Q O L.L O � � r� Z % Q v 1 � N W Q = �O N cj) c O w ('� z ( ) a Lu w N z 0 a EL 0 z Ir � w Z o CD z SECTIONS ITY P M M CONSULTING ENGINEERS I STRUCTURAL ENGINEERING 6262 BIRD RD, SUITE 2K, MIAMI, FL 33155 PH: (305) 661 -9918 CA 9135 FX: (305) 675-2350 SCALE AS NOTED DATE Al JOB w �F S J, OF SHEETS O z J D O P M M CONSULTING ENGINEERS I STRUCTURAL ENGINEERING 6262 BIRD RD, SUITE 2K, MIAMI, FL 33155 PH: (305) 661 -9918 CA 9135 FX: (305) 675-2350 SCALE AS NOTED DATE 04 -30 -13 JOB 13029 SHEET S-5.0 OF SHEETS 9�$na °AF ?fir ki0 4 J0 °j STA E OF ° U._r „ °o•�., y�,..a why �y M•r. • R 51.E %� r, • , O 1° PAU�L,A.(_MARI,JNE ,10 FLORIDABRE3 !No. 42650 w w W J lil a. a w z 0 0 0 U w m z U 0 a 0 0