00-0044-009 -
0
RATED SHEATFING STAGG,:RED_PANEL
}-5-"" C:LLEAR(COORDINATE W/TRUSS MANUR) --
Jo�tS.-!dAl! � ISSUANCE FOR
BEAM SCHEDULE I I (2)16d NAILS EACH ENDS E3 BIDDING SET ONLY
m
- TYPE SIZE TOP OF REINFORCMENT REMARKS _ �
W p T.B. ELEV. TOP BOTT. TNT. TIES 3 MEMB)=R u ❑CONSTRUCTION SET ONLY
GIRDER TRUSS 5° (2)lbd NAILS EACH MEMBE
B-1 8" 16" + 11'-0" 2 #5 2 #6 #3 TIES 0 6" O.C. PROVIDE 2 #5 DIAL. BARS AT EA. SIDE OF ARCH. 3/8" STEEL PLATE y ; ; N ❑BUILDING PERMIT SET ONLY
B-2 8" 32" + 9'-0" 2 5 2 6 2 5 T OF x I E`er � 114"STEEL PLATE F
# # # #3 TIES @ 8" O.C. PROVIDE 2 #5 DIAG. BARS AT EA. SIDE OF ARCH. 2 X 4 CONT.LATERAL U100D BRAC REVI
B-3 8" 16" + 13'-0" 2 #5 2 #6 #3 TIES 0 12" O.C. PROVIDE 2 #5 DIAG. BARS AT EA. SIDE OF ARCH. ♦ NAILED TO BOTTOM CHORD MAX IMl 1 a REV2
RB 8" 12" VARIES 2 #5 2 #5 #3 TIES @ 12" 0. . PROVIDE 2 #5 DIAG. BARS AT EA, DIRECTION (3) 3/4" THRU BOLTS (4) 3/4" DIA. x D" EMBEDDED 6"SPACING AND AS REQUIRED BY TRUSS I5 REV3
>, EXP. BOLTS (RED HEAD WEDGE) MANUFACTURER, 8'-0"O.0(TYP) 2"X4"TOP CHORD
TB 8" 12" 9'-0" 2 #5 2 #5 4 #3 TIES ® 12 O.0 ENDS & COLM. BAL & 48 O.0 ;, BLOCKING IEEE PLAN)
TB-1 8" 12" 11'-0" 2 #5 2 #5 4 #3 PIES ® 12" O.0 ENDS & COLM. BAL @ 48" O.0 N = _ GIRDER +
TB-2 8" 16" 13'-0" 2 #5 2 #6 4 #3 TIES ® 12" O.0 ENDS & COLM. BAL ® 48" O.0 TATE
O �N + h
o e N
PL 8" 8" VARIES PRECAST CONC. LINTEL. EXTEND 8" MIN. EA. SIDE OF OPENING. - - 3-3/4" TNRII BOLTS e e
12 ' �o CA T
_ 3/16" 8
O 6il AM X SEAL HERE
TYP. 12" 5" CONCRETE FILLED VERIFY DIMENSION ROOF NOTES: SEAT STEEL COLUIN WITH TRUSS 1C FRONT VIEW 51 D E VIEW r5 31%"X31,"X��a" MAN�ACTURE.3/16 PRE-FAB WOOD ENGINEERED 1. TRUSS MANUFACTURER SHALL SUBMIT DRAWINGS FOR
ENGINEER REVIEW PRIOR TO FABRICATION ANCHOR LEGEND I%" STEEL PL (OVERLAP a SPLICES)
2. HATCHED AREAS DENOTES VOLUME CEILING. 1 /4 STEEL BUCKET DETAIL BLOCKING�/ }� A
10 HUGHES DTC STRAP W/ 4-10d TO SEAT AND DETAIL II�II SCALE: 1-1/2"=1'-m" BLOCKING [DETAIL �
9-10d TO TRUSS - CAPACITY = 1365# J�
3. G.T. DENOTES GIRDER TRUSS BY MANUFACTURER
20 CUSTOM GIRDER TRUSS ANCHORAGE
4. TRUSS MANUFACTURER SHALL VERIFY ALL KNEE HEIGHTS (SEE DETAIL 3 THIS SHEET)
3 CUSTOM BUCKET DETAIL AO(THIS SHEET)
5. REFER TO TRUSS MANUFACTURER ENGINEERING DRAWINGS CAPACITY
FOR ALL ROOF TRUSSES REQUIRED TEMPORARY AND GRAVITY= 17.0 K ETA w
PERMANENT BRACING, GABLE END BRACING, DETAILS, UPLIFT=7.83K w1
AND REQUIRED GRAVITY BRACING. ALSO REFER TO o
WIND BRACING PLAN PREPARED BY STRUCTURAL ® HUGHES TA16 W/ 6 10d NAILS RG=5.8 K
UPLIFT CAPACITY=1002 # RG=1870
ENGINEER AS PART OF THIS SET OF DWGS. RG=3.43 K # UP= 5.00 K �
5 HUGHES DTC + TA16 4 UP= 3.36 K UP=1300 #
6. ALL BRACING TO BE 2 X 4 HEM-FIR OR EQUAL WITH A O "2"
CONNECTOR "2"
UPLIFT CAPAC =2367 # CONNECTOR CONNECTOR "5" Cr
MINIMUM FIBER STRESS OF 1,000 P.S.I., NAILED TO EACH R - 6'-0" TB-1 e-I
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 � r n
UNDERSIDE OF BOTTOM CHORD 12. EXTEND THE MAIN ROOF SHEATHING UNDERNEATH THE
VALLEY SET TRUSSES, ALSO ANCHOR EACH END OF THE PL II I I P I I I I PL I I I I I I I I I I I I I II I PL I I l-
8.
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PROVIDE 2 #5 X 2'-6" X 2'-6" CORNER BARS AT EXTERIOR VALLEY SET TRUSSES TO THE MAIN ROOF TRUSSES. - - - -fi -- f- - 1- - -I-- �- -- - B
_ FACE OF CONCRETE BEAM - L - -I- - - - - - w W C)
.00 13. ALL BEARING WALL OPENINGS SHALL HAVE
-T - - -- - - II I
9. GIRDER TRUSS TO HAVE CONNECTIONS AS (2) 2 X 12 HEADERS (TYPICAL UNLESS NOTED) �eU IS•2� I I I I I I I I I I I I I I I I I I I I I I I I II I I 1 0 \.! Q, ' ' O
INDICATED ON ROOF PLAN. WITH 19/32" PLYWOOD IN BETWEEN. II I I I I I I I I I I I I I I I I I I I I I I I II I I 1 n/
10. ROOF TRUSSES LOADING: 14. ROOF PLYWOOD 5/8" (19/32") APA 00 F
RATED SHEATHING STAGGERED PANEL I I I I I I I I I I I I I I I I I I I I _ ' • . •
DEAD LOAD = O P.S.F. JOINTS. NAILS 10D ® 6" O.C. TYP. - - - �..E� I I I I II -�-- --- o
TOP CHORD = 15 P.S.F. C V I�
BOTTOM CHORD = 10 P.S.F. 15. TRUSS MANUFACTURER SHALL PROVIDE 4 I I I I I I I I I I I I I I I I ( I
LIVE LOAD = 30 P.S.F. AND ENGINEER ALL WOOD TO WOOD ���SjI I 2" X14" BOOM CHORD BACING W/16 N ILS ( ) II I
TOTAL = 55 P.S.F. _ _ - -- II I I I I I 1 I I I I I I� - . .
CONNEC110N5. (5jU t - - - --- - -- - - -- - - t - - --
�(L,b-�q�l1(p _� -I- -r - -I--•rt• - - �-- -I- I I I I t-- -�- -rt - - ,r- - -�- -rt - - �-- -�- - rt -- �---�- -rt - - r - � A
AS PER ASCE 7-95, 110 MPH EXPOSURE C NOTE:PROVIDE 1/2" CDX PLYWOOD AT 1 II I I I I I 1 1 SEE ETAIL I I I I I I I I I I I 1 11 I 4' ��
MEAN ROOF HGT. < 17'-0" ROOF PITCH 5:12 UNDERSIDE OF TRUSSES �`�'7' I I I I P II
ZONE 1 = 3o P.S.F. NET w/ 8D ® 6" O.0 (TYP) - Z --- - -II I I I I I I I I I I I I I I I I I I I I I I I I (� - - a-�--- -- - _ �„� A o O
� I I I I I I I 1 I I I I 1 I I I I I I I I I I I I I I I (, a
ZONE 2 = 54 P.S.F. NET 1 ca � a
OPEN TERRACES = 65 P.S.F. NET - --- - II I I I I I I I I I I I I I I I I I I I I I I I _ f
-11 I I I I 1 I I I I I I I I I I I I I I I I I I
1 c� II I I I I I I I I I I I I I I I I I I I I II I m
"La ' P.T 3" X 12" S.Y.P #2 W/ 3/4" X 7-1/2" RED HEAD " I z
II I I I I I I I I I I I I I I I I I I I
WEDGE" ANCHORS 12" O.0 MIN. EMBEDMENT=3-1/2" --1-�-- -- - - I 1 I I t
NOTES: (TYP) O II I I I I I
°° I I I I I I I I 1 I I I I I I I I I I I I I I I I m l
1. PROVIDE 4 #3 TIES @ 12" O.C. AT CORNERS AND AT EACH I o cn 11 I a
END, BALANCE ® 48' O.C.
- o - ----II� _I_ _ I _ _ I _ _I_ _ _ _ I _ I__1_ _ L_ J--1- - I - I_ _ I __ I _ _I_ _ I _ _ I __I_ _ I __ I I_ I I � ff - - o-� - - -- - U
2. CONC. BEAM DEPTH OVER DOOR/WINDOW OPENINGS MAY " 1 v
VARY AS PER MFR. DOOR/WINDOW HGT. (FRENCH OR a II I I I I I I 1 I I I I 1 ( 1 1 1 I 1 I I I 1 1 I _ _ _ _ __ _
SLIDING DOORS AND WINDOWS UP TO 3" DEEPER) I
Cr- --. . l 1 I I I I 1 I I I I I I I I I I I I 1 I I 1 I 1 Uj 11I- o� 1 o z O F�
3. SPLICING 18" AT STRAIGHT RUNS AND 30" AT CORNERS I = 11 1 I I 1 I I I I I 1 1 I I I I I I I I I I I 10 A A
4. ALL TIE BEAMS SHALL HAVE #3 TIES C� 6 O.C. OVER OPENINGS - - ,s- --- �I I I I I I I I I 1 1 I 1 I TRUSS CONEC.ITOR I I I I I I II 1 RB=6'-O" z
t DADE OUN�I�r NOA 9 -1216. 7 II'- - -F - - -- -
5. PRECAST CONCRETE LINTELS TO BE DADE COUNTY R II I I I I I I 1 i . t- - - I 1 1HUGH EUH �8-10 � 1 I I I 1 II N ( 9
PRODUCT APPROVED FOR SPAN AND LOADING REQUIRED -IENI' BACK I I I I I I ( I I I T�, I I_
SUBMIT TO ENGINEER AND CITY FOR APPROVAL WITH - - - - -- - I I I I GRAM LOADJCAPACITY 2036#
2 SETS OF SHOP DWGS. OR NOTICE OF ACCEPTANCE m 1 -11 I 1 I I I I 1 I I I I I I I UPLIFT'LOAD CAP.=12b0# I T-- - - - -
z HUGHES EUH 18-10 I I I I I I I m O°
w ASCE 7-88 W 1 16d NAILS ® EADER 1) M
11- -1---1- - 1- -1- --1- - - 1- -� ��--1- - - {- -I- --{- - L--1- - 5 1 d NAIL ® rR_VE - --I- --1- - 1-- -1- --1- - 1-- -IL - - --I- - �-+ cn
- -- - - -- - - --
g W -
REFER TO STRUCTURAL CALCULATIONS ON SHTS. S-1 AND S-2 I II 1 I I 1 �, 1 ® I 1 I I _ _I I I I f I I 1 I 1 1 1 1 II I �
II I I I I I 1 I I I I rt I I I I I I I I I I 1 I I I
I " " I I I I I I I I I I I I - - - --- _ --
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I La GER I I H- -t
- 1 II I I I •�-• I I I �
REFER TO ROOF PLAN FOR _
--}- -- -- - - II - - - I - a -,p
--- - - -- ----
CD
TOP OF TIE BEAM ELEV. 1. - . - - I II I I I I I I B-3 I I I I I I I I I I I I -�- -
CD
(� I-. - fi - - II I I I I I
oN 8" X 12" MIN. CONC. STUB _
N COLUMNS WITH 4-#5 VERT. I-I- I- - - - - -- . - . - - - . - . � . - . _ (- I _ _ _ __ _ _ __ _ _ �"-
Q; HOOK INTO TIE BEAM AT 1 _ I I _ T II P-42 2 KK I I I I I I I I I I G=7.d K I I U� .50. K 1 1
G= 53 K �
N 1 #5 VERT. FROM I RG 8.1 K 1 II I RG40 K I -1 - - I-- - - I UP= 315 K I I I I I II 1 W ^O
TOP & BOTTOM I I -I -- - - -- - - - - 11 U 1.40 K
COL. BELOW CONT. I I UP= 4.7 K UP 5.6 K I CONNE TOR *j"
�, REFER TO ROOF PLAN FOR I THRU STUB COL. & I I I CONNECTOR "2" - -I ---- - IRDER TRUS I 1 "
„ 1 1 fLa LE[�GER I I GI D R LR USTOP OF TIE BEAM ELEV. - - - - - - -L --1 --T I I HOOK INTO UPPER i _ - I _ _ ON ECTOR 3 I __ I-� � TIE BEAM ; - �__ _ _- - - 3 MEMBERS - - --- - - - - - --- - ---- - -- - - - _ _ _- __ _ - EMBERS =_ _ I
�
1 i I i �-- - -- - -- - --- ---- J m \B-=3 ETAIL B (I I m 8" X 12" MIN. TIE i I I - - - - - -o _ _ � -- - -- - - -- - - - - -I I- A
� I I BEAM WITH 4-#5 i I i 1 I-- _ --- --- --- - - -- --
_ _ _ _ _
HOOK TOP BARS - - -- _ _ � � _ _ _ ( L - _I � - ZK_ - -- - - -_ _- UP= 6.75 K
of � I � I I I UP= 1.20 - ,+- - - - - - - _ � GI DER�TRU pp � - -- -- RG=1b 6 K I RG=9.07 K �
i I I i CONNECTOR "1" UP= .83 K RG= . 5 K
z 8" X 12" MIN. TIE I I VERT. REINF. IN I I I I G=.85 K 1 - - - -- - - - 11 1 a 00
CONNECTOR "2"
GIRD TRUSS CONNECTOR "1" - NECTORI I bONNECITOR 1 _ - __ -_ - _ - GIRDER TRUSS-- - - -- - - -- - ---- - -- - --- - o ° OMO
12- BEAM WITH 4-#5 i I i MASONRY GROUT I I i - �- - - -_ -_ - -_ -_-_ -_ __ _ __ _ _ " " �1
HOOK TOP BARS i I FILLED CELL HOOK I I I- I- -I I -T T I I I _ I_ _7__ T- -T T- 7 T- B
C)
INTO UPPER TIE _ _ I I I I -
- I I_ _ 1 1 UP= 5.34 KKI
BEAM (SEE PLAN I I ( I _
Cu I 1 I FOR NUMBER OF I I I 1 1 PL I 1 I I I -_I_-_-(_ - L _-�- I CONIECTOR 1"3" 1 1 1 1 I I -- - - O N
C In
#5 BARS) I i I I I I I PL 1 I I I I I I m I I I I I I I I I I I I I
I I I I I I I I I - AWM
DETAIL N . I T. S . I I I I I IPL I I I I I I I I I
1 I <.a- --T _T 1 -
A-3 TB RB TB B-3 1 I B-1
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ROOF P L A N 1 /4 Leo L,lanos, P.E. 9
Consulting Structural Engineer bv
18495 South Dixie Higway, # 337 (305) 378 6916 Leo 1 s P.E. D
LIJ Miami, Florida 33157 Fla, reg. .�05
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