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00-0445-084 s CUPOLA ROOF DECK NOTE: CONNECT ROOF DECK TO BE w 2 - 1/2"0 THRU-BOLTS CONCRETE BEAM SCHEDULE 7 2 x 6 T. & G. (YYPICAL) w 2 - 16d NAILS INTO E CH SUPPORT JOIST (TYP.) REINFORCING STIRRUPS (#3 U.O.N.) SEE 5 MARK ELEV. SIZE(in.) REMARKS +23'-6" 6 20'-8" 31'-1" 5'-8" 20'-0" 5'-8" 8OTT. TOP C "RT" TYPE SPACING NOTE © RB-1 VARIES H x 18 2 - #7 2 - #7* 0 6" O.C. * CONT. THRU RB-3 TYP. x 7 3 4» 20'-0" 4" 6" x 10" 0 2'-6" O.C. MAX. f © RB-2 VARIES 8 x 18 2 - #7 * 0 6" O.C. * 2 - #7 FROM RB-1 VARIES 8 x 18 2 - #7 * 0 6" O.C. * 2 - #7 FROM RB-1 ,- ._......... ................................................................................................................ ..................... —J IOW\ICE a l f, /'�.IA MW I'TM 00 ' ® RB-4 VARIES 8 x 18 2 - #7 2 - #7* 4 0 3" E.E., BAL 06" * 2 - #7 CONT. THRU RB-6 I o' THOMf1S T. C AlA. AR44�6 i ..•��� � © RB-5 VARIES 8 x 18 2 - #7 * 4 0 3" E.E., BAL 06" * 2 - #7 FROM RB-4 RB-12 RB-12 © RB-6 VARIES 8 x 18 2 - #7 * 0 6" O.C. * 2 - 7 FROM RB-4 N N Q 3 © RB-7 VARIES 12 x 18 2 - #6 2 - #6* 0 6" O.C. * CONT. THRU RB-9 E m + C Q RB-8 VARIES 12 x 18 2 - #6 * 0 6" O.C. * 2 - #6 FROM RB-7 + 6 © RB-9 VARIES 12 x 18 2 - #6 * 0 6" O.C. * 2 - #6 FROM RB-7 °j ° _ - ` ' - - 5 o RB-10 +26'-7" x 2 - #6 2 - #6 0 10" O.C. MIN. N N N (V - ��' - N © RB-11 +30'-8" 16 x 62 3 - #5 3 - #5* 0 24" O.C. 1., 2. * CONT. THRU RB-12 ° 1�• 1 A _ � �. ..' 'f< rr rrurr rrr»I . » » �7 j j SEE CUPOLA ROOF FRAMING o © RB-12 +301-8* 16 x 62 3 - #5 * 0 24 O.C. 1., 2. * FROM RB-13 cn m� PLAN THIS SHEET © R13 +30'-8" 16 x 62 3 - #6 3 - #6 0 24" O.C. 1., 2. x io RB-14 +28'-0" 8 x 20 2 - #6 2 - #6 0 8" O.C. UPTURNED BEAM �I *' m `� 0 I ' f �.'• .... RB-15 +26'-11" x 2 - #6 2 - #6 0 10" O.C. UPTURNED BEAM W M SLOPE RB 13 SLOPE MIN. I TO DRAIN TO DRAIN I 1 ao a F- W ! I I ..• ... 00 b M �. a. RB 15 `^ O 2 _ +26'-11" 0 < M O ALIGN ELEVATION 6" CONCRETE SLAB » i i ��� F V ":/� W a x W OF TOP OF / # 8 C.J. I 1 o m NOTES: � O PARAPETS BOTTOM 8 E.W. 0 4'-6 0. *i � (� _ _ < < _ NOTE: .- i i ....... ....••••• 1. ADD 3 #5 E.F. 0 1/4 PT. OF BEAM DEPTH _ _ III JOISTS NOT TO BEAR cC U- u' V cl°1-° 00 0 THIS POINT CUPOLA ROOF' FRAMING PLAN 2. REINFORCE CAGE TO BE SIZED FOR 12" WIDE BEAM TO ALLOE FOR CHAMFER 0 BEAM CORNERS. (TYP.) 6 ; SCALE: 1/8"' = 1'-0 4 � cc • I ►TB-1 TB-1 - 2 Lu o� ..... .,.,. �. -�' ----- - 6": CONCRETE SLAB �. N a I• Mf 408" E:W. ? o O N 1 I m OM o I.--LL. O atoll I - I ® U RB-7 RB-8 RB-8 RB-9 `� �u-o + 6 2 U 5 " 0 I- G # 0 24 O.C. F- .. 1•I �Q, l ................. .......•..LPL-----� " 1'1 8" C.J. '` �� 8 ,.C.J......:...... ..........I Z.,... C.J. .. �. Ln TB-1 1T�- - ----" SRI 0 4'-6" O.C. 6" x 12" 6" x 12" "s, O" 1 1 0 4 -6 O.C.8 C.J. .. "®v:I I I OF 2 - #5 CONT. 7 00 n j 0 4'-6 O.0 11 cp r7 I I 'w.. I I m m 1:1 i� a , 4" ,- #5 CONT. s C .. W p Q I I 1:1 uj u I I 1:1 I v �— �- 2 — #5 F- © I I I:1 . II II N U f�.. -. . _ VARIES �c mH........................ w r f---------------- r� M :1 w © ! © TB-2 i 8" C.J. I I � N I:I Q v I I I I I:I L I I m m I:I I I � I:I to I 8" C.J. I: $» C.J. I 6" x 12" ( 6" x 12" O • • \ i 4'-6" O.C. I 0 4'-6" O.C. m » 11 I;I I•- I 4 4 RB-14 SLAB TO BE I:I 3" CONIC. SLAB U4 t• 4.................... •••..r:i w/ #3 0 12 ( 6" x 6" x 3/8" i-33'-3 3/4" 6" I t E.W.-BOTTOM'' 8 11 I;I (TYPICAL) w/ 2 - ff4" TH RU-BOLTS I 1:1 (TYP. x TB-4 • 1 I:I DETAIL . . 04 TH-0 �. �. r 1 I m m I;I SECTION TYPICAL ROOF I I:I ,- DETAIL ® PEAK OF ROOF �� PARAPET DETAIL ii SCALE: 1"17 1 0 . CALE: 3/4 = 1'-0" I I I:1 I I 1:I W 0 I I I�I U 2 8 X 4 x 1/2 ( ») (1 - EA. SIDE OF RAFTER) O O TB-2 (+25'-8m) w/ 2 - 3/4"gf A307 -j cn LL+ ;.� O &" BOLTS THRU 6" x 10" & U. W 2 - 3/4"O ANCHOR BOLTS Pv `L U. AS SHOWN Z) "- NOTE: SEE ARCH NO PARAPET HERE SEE ARCH HEEL HT. "A" W Z U SEE SECTION 8(,S.3 ® 20: ; •. +33'-3 3/4" Z < V FOR BEAM CONFIGURATION 3" _< AT THIS AREA 51'-6 3/8- • . .. 3 » TB-5 � N N s x 10 < u 8 © %0 v � ROOF FRAMING PLAN RB-12 1 - 5 0 48" O.C. 2" - # # 2 5 � ^ �' oL PRECAST CONCRETE JOIST MANUFACTURER NOTE: IN GROUT FILLED 1'-2 1/8" 2" 3 0 8" O F<- SCALE: 1/8" = 1'—O CONCRETE JOISTS TO BE DESIGNED FOR THE 4" MIN. BEARING (TYP.) BLOCK CELLS (MIN.) # N H FOLLOWING SUPERIMPOSED LOADS: 2 _ #5 D = 20 PSF 4" x 4" x 1/4" 6" 2 - #5 L = 30 PSF SECTION: w� LONG 2"�d A307 VARIES . __________ DETAIL 0 COMMON RAFTER BOLTS T RU BEAM WEB I--- -- CALE: 3/ 4 = 1'-0 & 1 - 3/400 ANCHOR -� BOLT IN GROUT FILLED I 8" C.J. 1 CELL TB-2 L 1 1 TT B-5 +33'-3 3/4") 2 - L 8" x 4" x 1/2" 1 1/2" 524"WO.C. • 12" DOWEL 1 (1 -2EA. 3 SIDE 4""QS F RAFTER) 1 1/2" (TYP.) EMBEDMENT / W8 x 21 3" EXTERIOR SIDES 1 » » BOLTS THRU 6" x 12" & ± GROUT FILL CELLS OF MECHANICAL 6 3 2 - 3/4V ANCHOR BOLTS 0 ALL ANCHOR BOLT COURT AS SHOWN 1 1/2" LOCATIONS M 470 N ■2�;■ N 250 ► HEEL HT. "A" z I III 3) (; L26 /1 3 G ■ . _ �- ■ N ¢ RB 14 OArF: 09.15.2000 010 H X 2so/ x 200/ �' W J NO' 0 8" 6" x 12" v 1— ao m 1 I r i i . . . . . . . . _ SECTION pwr eY: TB-4 +33 -12 3/4" 1'-0" CHK M ( —3 3/4 ) CALE:1p �. lay. MECHANICAL EQUIPMENT PP RT P `' t ;141ERIC COLVILLE P.E. R SUPPORT LAN ; �. �� ,. , Q 09.18.00 SCALE: 1 8 = 1'-0 �- 3 •7531 SW 63RD COURT "r'I i� a ; ` A�t cc�'S�SIJTH MIAMI, FLORIDA 33143 10.26.00 SEC ON SECTION - / �►, <� .( 45)" 667-6505 FAX 786 268-7089 © o DETAIL 0 HIP RAFTER „ ® ,� .�� ,y`. •,.�� ( ) CALE. 3/4 = 1-0 CALE: 3/4 = 1'-0 jl�l,. �r�F£`� ERIC COLVILLE #40,924 STRUCTURAL 12.19.00