6835 SW 67 ST EB-09-019-063 ROOF DECK, GALV.STEEL ry
SEE GEN STRUC NOTES ROOF DECK, O ry Y
SEE GEN STRUC NOTES !V
ROOF SYSTEM,SEE ARCH.DWGS. 2°LIGHT WEIGHT INSUL CONIC. (� m
INSULATION BOARD
INSULATION BOARD I I m
2"LIGHT WEIGHT INSUL.CONIC. FILLED NT I B COL '0
EL VARIES SEE SC EDULE&PLAN FILLED SEE SC DULE&PLANT I FSTEEL COL BW OUT
r' 1/4° ...:. ;:.....::.. - I I I SEE DSCHENULE&C PNLAN GROUT
..
;i STEEL ANGLE WELDED - :--:,..-... <.. ,'.':: /16° I
+ TO STEEL JOIST, ::...:..:...•.. .. +. .:: ———— ---- CONCRETE /16° 3/16'
I I
SEE PEW. E SLAB SEE PLAN I 3 1 »'
- EL SEE PLAN �- E SEE PLAN E SEE PLAN u-,
SEE PLAN IIII -I` N EL SEE P
SEE EL HO&5 HEDBRIDCING
zh AS d
FOR FASCIA INFORMATION n
SEE ARCH.DWGS. STEEL HORIZONTAL BRACING
SEE SHOP DWGS,
STEEL BEAM SARCHE 3/16" �- -{•-•) CID
EE PLAN& CHED. CONC BEAM-/ LL3
i SPECIAL STEEL JOIST C N SLAB SEE PLAN AND SCHEDULE (°)
SEE SHOP DWGS. SPECIAL STEEL JOIST SEE PLAN&SCHED. I °� C'7
I I STEEL BEAMS I SEE SHOP DWGS. // //
I EE PLAN&SCHED. 3/8"X8"X 10"STEEL TOP PLAT I W/5/B"NDIA®1f2"xKWIk280LT43° I "'•<,---:�_-:: :�,. ,<>,�:.,;.,.�,.:,•.,+ � ,..- Oo 0
3/8"X8'X 10°STEEL TOP PLAT I 3/16 E EE P BY HILTI W/4°EMBEDM,IN EL.VARIES O
CONIC/GI20UT FILLED CELLS
iROOF SYSTEM F+
1/4" 1 3/16
STEEL COLUMN vwwi h FOR SLOPE
\EE PLAN&SCHED. `* n SEE PLAN EL.VARIES �° q
STEEL COLUMN CONT S BOTTOM OF \� '_s�.;.;V_i,,,.,,,.,.,;..,,;,may,,,,._,,;,,`:,.•:.,_:y _=i STEEL HORIZONTAL BRIDGIN <I v m
SEE PLAN&SCHED. UPPER STEEL BEAM EL SEE PLAN SEE PLAN&SHOP DWGS. 7p
CONT TO BOTTOM OF CONC.BEAM NON-STANDARD TYPE SEE PLAN AND
CONIC.CANT BEAM UPPER STEEL BEAM SEE PLAN AND SCHEDULE _•_� ARCHED CHORD JOIST SCHEDULE ,r1
SEE PLAN AND SCHED LV
STEEL ANGLE SECTION SECTION SEE SHOP DWGS.
SEE PLAN AND SCHED q m
STEEL ANGLE AT JOIST LOCATION SCALE 3/4" = 1'-O" I 2 M I ¢
SCALE 3/4" = 1'-O"
SEE PLAN AND SCHED FOR SLAB REINFOR EMENT 8"CMU WALL,
ROOF SYSTEM SEE PLAN,TYP U.O.N. STEEL JOIST I FOR REINF.SEE PUN y
2'MIN.LT WT.INSUL.CONIC. [SEE TYP.DETAIL "X B"CONC.CAP CONC./MASONRY COLUMN L 4x4x3/4"x12"LONG, I I
SLOPP WT DRNNS W/2 5 CONT. BEYOND SEE PVJJ&SCHED. W(4)5 B°°NELO-L.SEE PLAN
[,FOR EE ARCH DWGS. FOR SLOPE 9EYON� SECTION STUI�SX 5�LONG,BUTT WELDED a°m
IEYOND SEE PLAN EL.CHORD.W/ SCALE 3/4" = 1'-0" I d'
EL SEE PLAN
x ARCH.DWGS. SECTION
a 3 I SECTION 8"CMU WALL, SECTION
SEE SECTION 5/S-7 SCALE 3/4" = 1'-0' FOR REINF.SEE PLAN
WgLL REINF.SEE PLAN ROOF SYSTEM I 5
&SCHEDULE ROOF SYSTEM SEE TYP.DETAIL 3/16° I I STEEL COL BEYOND SCALE 3/4" = 1'-0" SCALE 3/4"
SEE TYP.DETAIL FOR SLOPE SEE SCHEDULE&PLAN
SEE PLAN L 3 X3 X I
�• �• 3/,6" i STEEL COL BEYOND,
3/16 2 5 CONT SEE PLAN AND SCHEDULEEOND, SEE SCHEDULE&PLAN
STEEL JOIST ��
STEEL JO ST ANUF TO EXTEND TOP SEE PLAN 15 CONT.
CHORD AS SHOWfJ AND REINFORCE AR REp. 3116 EL.SEE PLAN "'+ `��"'''' ' EL.VARIES
SECTION EL.SEE PAN o�a 7 p
COORO.W � FOR SLOPE gg y�p„d�•°q m b
6 STEEL HORIZONTAL BRACING °' ARCH.DW S. _ _ "SEE PLAN k 7 0. 0
SCALE 3/4" = 1'-0" SEE SHOP DWGS. 14®12°HOOKED BAR m�� 'qd m o
STEEL BEAM n I SEES
STEEL JOIST fH STEEL BEAM 3/16" 3" '�y °d1 ro v 0
TEEL JOIST EE PLAN&SCHED. ROOF SYSTEM ROOF SYSTEM '�v b m m[>,v
EE PLAN&SCHED. FOR SLAB REINFORCEMENT SEE PLAN 1"X8°X 10"STEEL SEE OF DETAIL A o 00-.0-0
fi;;
SEE PLAN,NP.U.O.N. STEEL HORIZONTAL BRIDGING STEEL HORIZONTAL BRACING III TOP PLATE N xvi FOR SLOPE ° CONIC SLAB1 "A .0°1.5 w °m m
B.LOAD BEARING CMU WALL I SEE PLAN&SHOP DWGS. SEE PUN&SHOP DWGS. 5 �a o CHORD W/ARCH DWGS SEE PLAN&SCHED. 00.0 o ��p' IL o
FOR REINF.SEE PUN AND I STEEL BEAM EL SEE PUN z- o v�m•� q
SCHEDULE TYP.U.O.N. SEE SECTION 13 S-7 3/16° 5 8'DIA.X5"LONG 0 6""NELSON' - - "�:i .°.r��';L'='• - SEE SECTION 5 S-7 0
/ SEE PUN&SCHED ".^s,��:�i•;'��:=..4?_'.^'� / L SEE y.,�t
2f5 CONT. HEADED STUDS BY TRW WELDED TO ""i' ap m m„C o v
I CL OF COLUMN,BEAM STEEL BM.AS PER WLIF. m?op,y o d 0 m
I STEEL COL BEY ND SECT 0 N SPECIFICATIONS 0 CONIC.SUB MID-DEPTH. ROOF SYSTEM lL, 0 0 µ[G
i FILLED SOLID p CONC.GROUT SCALE 3/4" = 1'-0' 8 BEYOND 0L SEE TYP.DETAIL ti 'a a q Aq k
SEE SCHEDULE&PUN 7 SECTION 0 0 0 .0 m v p
3/16° I I / SEE SCHEDULE&PUN SEE pLOPE "�� °mA�o m°m 0,5
0
SCALE 3 4' = 1'-0' PC
i STEEL COL BEYOND
ELEL SE� - I FILLED SOLID W/CONIC.GROl1T SECTION g SEE PLAN STEEL BEAM -STEEL HORIZONTAL BRIDGING F CONC BEAM
EL COORD.W/ SEE SCHEDUL &PUN SEE PUN&SCHED. SEE PLAID&SHOP DWGS. � II SEE PLAN AND SCHEDULE
ARCH.DWGS. SCALE 3/4'� = 1'-O'
i \ I I /16° STEEL HORIZONTAL BRIDGING Qi
1 �8"X B•CONC.CAP SECTION 0 SEE PUN&SHOP DWGS. II I
W/2 H5 CONT. N
BEYOND _ EE SCALE 3/4" = 1'-0'
WALLHEDILE SEE PUN T11 STEEL J015 2#5 CONT
0
SEE PUN AND SCHEDULE o SECONOPRY POUR Rill STEEL COL BEYOND I
2#5 CONT. CONC.BEAM FILLED SOLID W/CONIC.GROUT ----STEEL COL BEYOND
g STANDARD HOOK-//
OOK ��SEE PUN AND SCHEDULE I SEE SCHEDULEEE&PUN WELDE3/TO C NT C SEE PLAN AND SCHEDULE
n I i WELDED TO CONT CHANNEL
ROOF SYSTEM EL.SEE PLAN I /16• STEEL COL TYp 0 EA.BRIDGING LINE
COEC'SLAB FILLED SOLD W CONC.GROUT I I LOCATION
FOR SLOPE CONC.SLAB N SE PLAN&SCHED. I HE I
SEE PUN SEE PLAN&SCHED. SEE SCHEDULE&PUN
EL.SEE PLAN �� E EE PLA %8'CONC.CAP I I SECTION
'_sxd...._....:.:...:-,.:....:.:::.:.a.'. n� .I EL SEEP N // pp 3 18 "�3
..�:_�.x....".: u•,."•- }'. _o WBEYON05 CONi. / I SCALE 3/4" = 1'-0"
CONC.BEAM CONIC.BEAM
FOR SUB REINFORCEMENT I a SEE PLAN AND SCHEDULE EL.CHORD. . SEE PLAN AND SCHEDULE - L SEE U
SEE PUN,TYP.U.O.N. ARCH.DWGS.
SEE PUN AND SCHEDUULE I i Sg
FOR SLAB REINFORCEMENT SEE PUNONG9CHED.
BEYOND SEE PLAN&SCHED. CONIC BERME PUN,TYP.U.O.N.
STEEL JOIST ^ FOR CLIU WALL CONC./MASONRY COLUMN
L 4x4x314°x12"LON, I FOR REINF.SEE PUN SEE PLAN AND SCHEDULE
5fUD45X/5"LONG,3"AUPART BEYOND PLAN&SCHED. I SECTION
BUTT WELDED BEYOND SEE SECTION
I
CONIC.COLUMN SCALE 3/4" = 1'-0" 5 SECTION
PLAN&SCHED. 1I
SCALE 3/4" = 1'-0" I SCALE 3/4" = 1'-0" 6
°X 8"CONC.CAP STEE COL BEYOND
S E C T1140 N W 2 q5
CONT. FILLED SOLID W/4 CONIC.GRO R� I FOR REINF. PUN SECTION
SCALE 3 = l'-O" �EYONb SEE SCHEDULE&PUN i SCALE 3/4"
EE CHORD.W/ CONC.s
,} ARCH.DWGS. SEE PLAN /16° STEE{.COL BEYOND
FILLED SOLD W/CONC.GROUT I P4
SLOPE DN.� I SEE SCHHEDULE&PUN
h
CONC SLAB SEE CH DWGS EL SEE PUN
I SEE PLAN&SCHED. - "� I I I /16g°EE
ONC Lp O E
STEEL COL BEYON `T I FOR LOPE PUN&SCHED. W �+
FILLED SOLID W�CONIC.GROIff S PUN U +'
SEE SCHEDULE&PUN I - n Z C c~
��
CONIC.SU
SEE PUN&SCHED. CONC.BEAM UI
\ EL SEE UN I CONIC.BEAM SEE PLAN AND SCHEDULE ��SEE PLAN AID SCHEDULE W V2
4'DEEP CONIC.SUB a+ ( El
E E P - CONIC.BEAM I° SEE PUN AND SCHEDULE SEE PUN&CSCH D.
SEE PLAN AND SCHEDULE W c O
• SEE PUN BEAM I \ \ SEED LOPE .DWGS `�' 00'�
n I� CONIC.BEAM I 0 OLUMN BEYOND GONG.BEAM Zi
SEE PLAID AND SCHEDULE I W/(g1;y5 HOOKED BARS SEE PUN AND
SCHEDULE N #4 012"EACH WAY
I EACH CE OF CON.COL ®MID-DEPTH
I SEE B S RB-2342 ELEVATION
VIEW DETAIL ON 5-4 r_4"WIDE CONIC.WALL
SEE PLAN AND SCHEDULE 1 #5 CONT.
CONIC.SLAB
6' 2 SEE PLAN&SCHED.
L J 3/16- 3 16° f FOR SLOPE
CONC.BUM CONC.BEAM ONC.MASONRY OLUMN BEYOND SEE PUN
SEE PUN AND SCHEDULE SEE PUN AND SCHEDULE -- - -----
FOR INF.SEEP N&SCHED.
I ONC.MASONRY COLUMN BEYOND
=kF OR INF.SEE PUN&SCHED. N a
-------
I -_ aaaa
I STEEL COIL BEYOND � FOR SCUPPERS
SECTION SEE PUN AND SCHEDULE SEE ARCH DWGS
SCALE 3/4" = 1'-O" STEEL DE63J5 FOR REINPI.USEE PUNN&SCHED. - 4®12"HOOKED BAR
SECTION SEE PUN AND SCHEDULE
6" 4" ^ SCALE 3/4" = 1'-O" 0 SECTION
SCALE 3/4" = 1•-0" 21 (ti
O
ONC.MASONRY COLUMN BEYO D
EL.COORD.W/ EL.CHORD.W/
FOR INF.SEE PUN&SCHED
STEE COL BEYOND I ARCH.DWGS. ARCH.DWGS.
FILLED SOLD W CONC -A •�
SEE SCFFFF1iIiEDULE PLAN 1 1• CONIC.BEAM 1 CONIC.BUM -7 1/4'
a a a a
TOP OF CONIC.BEAM BEYOND, /16' SEE PLAN AND SCHEDULE I SEE PUN AND SCHEDULE
SECTION SEE PLAN AND SCHEDULE CONIC.SUB �q 1/4-
p EL S U �� SEE PUN&SCHED. i �U SEEPLAN&SCHED. NOT OR FCNRITNI'T 11/2 3"3" 1 1/2•
SCALE 3/4" = 1'-0" U L SEEP N I UN 00 Ld U x2
CONIC.BEAM •� �• r_CONC.BEAM I -- - 05 0 0
1 #5 CONT. SEE PLAN AND
GONG.SCHEDULE EAM SEE PUN AND SCHEDULE n a. o
COEC.�SUB I U STEEL BUM
SE P N&SCHED. �� FOR SLOPE I SEE q. &SCHED. K �77'' A—A
SEE PUN 3/16° 3/16• I 1/,¢,°/g(12x5//6DIA.�X CK LOfJG CONIC.COLUMN-
8°CMU WALL, I 8"CMU WALL, "NEL�OLJ'HEADED ASN�CHORS SEE NF.NOT HEDFOR CLARITY,
FOR REINF.SEE PLAN FOR REINF.SEE PLAN AT COLUMN LOCATION,SEE PLAN. O U
N --- -- I SECTION 25
SECTION
SECTION SCALE 3/4" = 1'-0"e SCALE 3/4" = 1'-0" U
srEEL BEAMS 23 IGNACIO J. CALVO
SEE PUN AND SCHEDULE SCALE 3/4" = 1'-0" STRUCTURAL ENGINEER
CONC./MASONRY COLUMN BEYOND CONC,(MASONRY COLUMN BEYOND sheet 110.
SECTION FOR REINF.SEE PLAN&SCHED. FOR INF.SEE PUN&SCHED. FLORIDA LICENSE NO. 56755
SCALE 3/4" _ ,•—D" 22 1800 S.W. 27th. Ave. 0401
Miami, Florida 33145
Ph: (305) 648-9008 [�`�
Fax:(305) 648-9128
E—MAIL: ijcpe®bellsouth.net P.g N"5 6 7 5 5 L.J
8 OF 10