00-0044-023 -
ROa PL a/S'( 2')APA
RATED SNEATHII6 bIAS aE .'.. ..Kal_
' CLEAR(COORDINATE lU/TiRU55 M,4NUF.)
JOINTS. NAILS 10 6'Q.C.TY°. R_ ISSUANCE FOR
BEAD SCHEDULE _ _ �
(2)16d NAILS EACH ENDS BIDDING SET ONLY
TYPE SIZE TOP OF REINFORCMENT REMARKS _ 3 MEMBER ❑CONSTRUCTlDN SET ONLY
W D T.B. ELEV. TOP BOTT. INT. TIES `r' CSI R TRUSS 5� (2)164 NAILS EACH E
B-1 8" 16" + 11'-0" 2 #5 2 #6 #3 TIES @ 6" O.C. PROVIDE 2 #5 DIAG. BARS AT EA. SIDE OF ARCH. slSd STEEL PLATE `�� 5 A . 4 A El BUILDING PERMIT SET ONLY
B-2 8" 32" + 9'-0" 2 #5 2 #6 2 #5 #3 TIES @ 8" O.C. PROVIDE 2 #5 DIAG. BARS AT EA. SIDE OF ARCH. X '14" L PLATE
2 x 4 LATE $ � REV1
8-3 8" 16" + 13'-0" 2 #5 2 #6 #3 TIES @ 12" O. .PROVIDE 2 #5 DIAG. BARS AT EA. SIDE OF ARCH. NAILED TO BQTiQM MAX 2 REV2
(3) 3/4' THRU BOLTS (4) 3/4' DIA. x 5' EMBEDDED 6'SPACING AND AS REQJI E TRt15S D5 REVS
RB 8" 12" VARIES 2 #5 2 #5 ##3 TIES @ 12" O.C.PROVIDE 2 #5 DIAG. BARS AT EA. DIRECTION EXP. BOLTS (RED HEAD WEDGE) � '� ACIURER,9 8'-O'O.0( ) 2'X4'TQP F5
TB 8" 12" 9'-0" 2 #5 2 #5 4 #3 TIES @ 12" O.0 ENDS & COLM. BAL @ 48" O.0 (SEE PLAN) 8
TB-1 8" 12" 11'-0" 2 ##5 2 #5 4 #3 'LIES @ 12" O.0 ENDS & COLM. BAL @ 48" O.0 = -_ - GIRDER +
TB-2 8" 16" 13'-0" 2 #5 2 #6 4 #3 TIES @ 12" O.0 ENDS & COLM. BAL @ 48" O.0 - e�
zt
PL 8" 8" VARIES PRECAST CCNC, LINTEL. EXTEND 8'" MIN. EA. SIDE OF OPENING. ' 3.3/4' �THi�1 LT5
m (�} }, `
YJ W
3/16' " 5'
0 0 p m --- �' AFFIX SEAL HERE
is
TYP. 12" 5"' CRETE FILL VERIFY DIMENSION
ROOF NOTES: f VIEW SEAT` �f 't � STEEL COL WITH TRU55
C T I 3/1G' FRONT I I 1P l t�l Ts3'/s' 'fz'X°!4` A W
1. TRUSS MANUFACTURER SHALL SUBMIT DRAWINGS FOR , -FA$ INEE
ENGINEER REVIEW PRIOR TO FABRICATION ANCHOR LEGEND (OVERLAP e SPLICES) �
1/4' STEEL PLATE /
E, HATCHED AREAS DENOTES VOLUME CEILING, (D HUGHES DTC STRAP W/ 4-10d TO SEAT AND y� °� � tl /' u 1 ,/ 4 STEEL BUCKET DETAIL ��� [DETAIL
3. G.T. DENOTES GIRDER TRUSS BY MANUFACTURER
9-10d TO TRUSS CAPACITY = 1365# DETAIL I L f-� SCALE: 1-1/2'=V-0- �
CUSTOM GIRDER TRUSS ANCHORAGE
4. TRUSS MANUFACTURER SHALL VERIFY ALL KNEE HEIGHTS (SEE DETAIL 3 THIS SHEET)
3Q CUSTOM BUCKET DETAIL A&THIS SHEET)
5. REFER TO TRUSS MANUFACTURER ENGINEERING DRAWINGS CAPACITY
FOR ALL ROOF TRUSSES REQUIRED TEMPORARY AND GRAVITY= 17.0 K
PERMANENT BRACING, GABLE END BRACING, DETAILS, UPLIFT=7.83K t
AND REQUIRED GRAVITY BRACING. ALSO REFER TO o
WIND BRACING PLAN PREPARED BY STRUCTURAL Q HUGHES TA16 W/ 6 10d NAILS
UPLIFT CAPACITY=1002 # RG=1870 # RG=5.8 K
ENGINEER AS PART OF THIS SET OF DWGS. RG , K UP= 5.00 K
UP=1300 #
HUGHES DTC (1 + TA16 4 UP= K CONNECTOR '°2"
6. ALL BRACING TO BE 2 X 4 HEM-FIR OR EQUAL WITH A UPLIFT CAPACTT"f=2367 CONNECTOR "5"
MINIMUM FIBER STRESS OF 1,000 P.S.I., NAILED TO EACH # RB= 6'-O" CONNECTOR "2" TB®1
INTERSECTING TRUSS MEMBER WITH 2-16D NAILS MINIMUM B-1 B- B-1 TB-1
7. PROVIDE METAL HI-HATS AT 16" O.C. ATTACHED TO THE
UNDERSIDE OF BOTTOM CHORD 12. EXTEND THE MAIN ROOF SHEATHING UNDERNEATH THE n
VALLEY SET TRUSSES, ALSO ANCHOR EACH END OF THE PL II I I P I I { { PL I I I I I I I I I I I I I f I I I II I PL I
8. PROVIDE 2 ##5 X 2'-6" X 2'-6'" CORNER BARS AT EXTERIOR VALLEY SET TRUSSES TO THE MAIN ROOF TRUSSES. - - _ _ - - fi - - j- - I- - I- - rt - - �- -
m FACE OF CONCRETE BEAM I I - I- ®�- - -I - - �- - - I - -� - - I- - II 1
13. ALL BEARING WALL OPENINGS SHALL HAVE - T - - - ® - - I I I I I I { I I I I I I I I I { I I [
9. GIRDER TRUSS TO HAVE CONNECTIONS AS (2) 2 X 12 HEADERS (TYPICAL UNLESS NOTED) 1 I I I I II 1 I • "
INDICATED ON ROOF PLAN. WITH 19/32" PLYWOOD IN BETWEEN. I fl I I I { I I I I 1 I I I I I I I I I I I I I I fl I I I O
w
10. ROOF TRUSSES LOADING: 14. ROOF PLYWOOD 5/8" (19/32") APA
RATED SHEATHING STAGGERED PANEL I II I I I I I I I I I I I I I I I I I I I
DEAD LOAD = 25 P.S.F. I I I { II -I- - -_- - � . . . .
JOINTS. NAILS 10D @ 6" O.C. TYP. ® �- - - - - - -1I I I I I I I I I I { I I I I I I I I I I I f I II
TOP CHORD = 15 P.S.F.
BOTTOM CHORD = 10 P.S.F. 15. TRUSS MANUFACTURER SHALL PROVIDE I II 1 ! I I I I { I ! I I I 1 I I I I I I I
LIVE LOAD = 30 P.S.F. AND ENGINEER ALL WOOD TO WOOD I 2" X 14" BOOM CHORD BRACING W/16 N ILS (T ) II I
TOTAL = 55 P.S.F. - - _ - - fl I I I I I I 1 I I I I I I I I I I I I I I I - -� I- -- - - . .
CONNECTIONS, - rt> _ _I- _ � - ® _I® ® � _ - - - -I-- - - I _ -I- _ i _ - �- - _I- - -I - - �- - -I- - -I - - j- - -I- - -{ - - - - -I- - -I -- - - II I
AS PER ASCE 7-95, 110 MPH EXPOSURE C NOTE:PROVIDE 1/2" CDX PLYWOOD AT 1
MEAN ROOF ROOF HGT. C 17'-0" ROOF PITCH 5:12 / va II I I I I { I I I I 1 SEE DETAIL I I I I I I I I I I I I I II J
UNDERSIDE OF TRUSSES I J
W/ 8a @ 6" O.0 TYP - �- - - - - -11 I f I I I I I I I I I I I I ! I C I I I I I I I II - - � 0 -- -ZONE 1 = 3O P.S.F. NET / ( } I z 11 I I I I I 1 I I I I I I I I I I { ! I
OPEN 2 R 54 P.S.F. NET I `° II I I I I I C I I I I I I I I I I C I I I I I I I - - `° --- -
- OPEN TERRACES = 65 P.S.F. NET C,
m '
'L c1 : P.T 3" X 12" S.Y.P #2 W/ 3/4" X 7-1/2" RED HEAD p-,
WEDGE" ANCHORS @ 12" O.0 MIN. EMBEDMENT=3-1/2" _ ® _ - - II I I I I I C 1 I C I I ! C f I I I I I 1 I I I H- - - -I- - - - - --��
N RTES: (TYP) - . ®.
® Cl) I 1 I I I 1 I I I I I I I I I I I I 1 I f I I � II
1. PROVIDE 4 #3 TIES @ 12" O.C. AT CORNERS AND AT EACH - - - - - -�1� I I I I I I I I I I I I I ! I I ! I I { �� - - - -° - -
END, BALANCE @ 48" O.C. 1 o t - - - -
�i- I I - - i -I-- I - - 0 - - - - - - - - - - - - - -I- - -I - - - - -I- - - - � - -I- - - - -I- - - - - � 0 . .
2. CONC. BEAM DEPTH OVER DOOR/WINDOW OPENINGS MAY 10 I 1 1 1 11 0 I W
VARY AS PER MFR. DOOR/WINDOW HGT. (FRENCH OR IP I I I I I I I I I [ I I I I C I I I I I I [ I - - -- _ _
SLIDING DOORS AND WINDOWS UP TO 3" DEEPER) I - - - - -II I I I I I I I I I I 1 I I I I I I I I I 1 I I ® II ° I aq U �
3. SPLICING 18" AT STRAIGHT RUNS AND 30 AT CORNERS I II I I I I f I I I I 1 I I I I I I I I 1 I I I I r�
4. ALL TIE BEAMS SHALL HAVE #3 TIES @ 6" C.C. OVER OPENINGS TRUSS{ CONECITCR I I I I I RB=6'-0"
-{ T I f I P DADS CUNTY NOA 9 -1216. 7
5. PRECAST CONCRETE LINTELS TO BE DADE COUNTY e�,, II { I I I I 1 I - t- I I IHUGHE EUH 8-10 I I I I [ I
PRODUCT APPROVED FOR SPAN AND LOADING REQUIRED -1' 6E"T BACK I I I I I I I 1 °� - I I � I I I I I I II N I �
SUBMIT TO ENGINEER AND CITY FOR APPROVAL WITH - _ - - - - - -11 I I I I I I I I I I I I I GRAVTTI LOAD CAPACI�Y=2036#
2 SETS OF SHOP DWGS. OR NOTICE OF ACCEPTANCE I I I I UPLIFT LOAD UAP.=120# II I
ASCE 7- i8 I II I I I I I I I r -�1 I I - - C- - 1- - -1 I HUGHES EUH 18-10 1 1 1 1 [ I I II
_- _ _ - - -1- - -1 - - 1- _ _I-® _I _ ® � i � L - _I - VJ/14�16d N ILS @�fEADER� - -I- - -I - - �- - -I- -[ . L -
- --� �- -I - - {- -I-- -{ - 5-1 d NAIL @ TR ss - - - - - - - - -
r �
REFER TO STRUCTURAL CALCULATIONS ON SHTS. S-1 AND S-2 - I 1 I I I I { I II I
I „ ,> I I C I I I I I 1 I I C °-
I La L GER I I 1-I- - - - t - - - - - - - - - - -. _
REFER TO ROOF PLAN FOR _ _II 1 I I I I 1 1 I f I I I ► I I I I [
_ - � -_ ® - - II I I I I I I - -- - - - I I I C I I C I I I I I II I
TOP OF TIE BEAM ELEV, I I B-3 I - -- _ - - - - -
I.-. -.- .-. -.-.-. -
fi. .- I! P I I I ! I - - - - - - - - --I- - - -I- - -I- - --I- - - -I- I I I
8" X 12" MIN. CONC. STUB { I
COLUMNS WITH 4-#5 VERT_ 1-I- I- - - - - - -� - - _ - - _ - - -I I I I { I I I I I I I I [ L I _
- - - - - - - -
I 11 =4.00K { I I I I I I I I I RG=7.d K I f R .50 K 1 I �= 53 K -
HOOK INTO TIE BEAM AT I 1- 5 VERT. FROM t ° RG=B.fi K I P= 2.2 K -I II
TOP & BOTTOM t f t II I RG 10 K I - - - - - - - - - -I- - � - - � IUP= 315 K I I I 1 11 U - 1.40 K
� COL, BELOW CONT, t t UP= 4.7 K I UP 6 K I �> CONNE TO w
rr �. t t - - -CFIR D ER TRUS I I I I I La LEf GER I I I I - - - - - - - -
REFER TO ROOF PLAN FOR I I THRU STUB COL. & ° I t CONNECTOR - - - -- ® - - -I
TOP OF TIE BEAM ELEV. HOOK INTO UPPER - I _ _ _ - - � - - -J � = - = = - -ON�IE OR "3" - I � - �Q� - � - - - - - -1- - -GI D RRUS - - � -
- - - - - - - - - - - - - - - - - _ -
I�•
TIE BEAM � --� - _ - - - - � I
mm _. .__ , t t 3 MEMBERS I _ EMBERS I
-�"!=1 ; I I - - - - - - _._ - - - - - - - - - - - - J m ETAIL B II I - m �,
- - - - - - - - - - - - - -
t t 8" x 12" MIN. TIE ; I I I t - � - _ - - - - - - - - - - - - - - - - -II I '- ®_
�s`O i ! BEAM WITH 4-#5 I RG=1.22 K I =! _ - _ _ - _ _ I- RG=lb 6 K I RG=9.07 K 5
Cu m t [ t HOCK TOP BARS I I 1 UP= 1.20 K - ,- - - - - _ - - - - - - Ez }� - - - GI DER ITR11 m I I� - P= ZK - - - - - - - - UP= 6,75 K B
., t t t ° CONNECTOR "1" G=.85 K - - -- - - -- - - - - - - - - - - - I CONNECTOR "2" OAO
C-U 8" x 12" MIN, TIE i I i VERT. REINF. IN i I i 1 .83 K R G= 5 K I P= .8 K - - - - - - - - - -- - - - - - - - - - - -GIRD TRUSS ECTOR "1" - 2.23 - = GIRDER TRUSS - - - - - - - _ - - - - - _
BEAM WITH 4-#5 t I t MASONRY GROUT t I t - 1- - - - - Con
t t t t = - � - _ _- - _ _ _ - - - - - = NECTOR „5„ I ICONNECITQR " - - - - - - - - - - - - - - - - = - - _ �
HOOK TOP BARS i t FILLED CELL HOOK t t f I -C I -[ I I I 1- -i T -1 T
INTO UPPER TIE t I i I I I I I - I RG= .92 K I s
I BEAM (SEE PLAN i I - _ _ _ _I- - 1 I I _ 1 UP= 5.34 K 1 I I 1 I I I I
0
t ( t FOR NUMBER OF t I t _ �I I PL I I I I I _ I' - -I- - - -1_ _ I I CONNECTOR I''3" I ( ( I I [ - _ - -
{ I m I I I I I I I I I I I I I
t t #5 BARS) t
I P L -1 I I I I
° `'� I I I I I I I I I I I I I I I I W
1 DETAI . T. S . PL I - -� - ,- -I- - _T T_ -I- _ -
a A 3 B-3 tB-1 1 I - I - -
CD TB RB TB TB
B-2
® et'
f � Q� ���� oil
Cn C13,
� a
CD
Qm ROOF PLAIN 1 /4 . s, P.E.
4 - 11 -oo
Consulting Structural
LU 0-J 41 otx 'e °g ays 337 (305) 37 691 a. e . 3 75 f `� �
°, Florida 331.57 �
C 0=2
Q s A i
cc, Ln
"
Uj 3 T E '
%w r ��
� . of 3
t,
m C
cn C�
i n.
..
---------------