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00-0046-022
BEAM SCHEDULE TYPE SIZE TOP OF REINFORCMENT REMARKS 0 W p T.B. ELEV. TOP BOTT. INT. TIES B-1 8" 16" + 11'-0' 2 5 2 6 ROOF PLYIIbOp 5/6 09629 APA ISSUANCE FOR # # #3 TIES @ 6" O.C. B-10 8" 22" + 8'-6" 2 #5 2 #6 2 #5 #3 TIES Q 6" O.C. RATED SHEATHING STAGGERED PANEL JOINTS. NAILS 101 �6'O.C.TYP. � ❑BIDDING SET ONLY B-2 8 32" + 8'-6" 2 #S 2 #6 2 #5 #3 TIES ® 8" O.C. 5~ �C> B-3 8" 24" + 14'-0" 2 #5 2 #6 #3 TIES 12" O.C.PROVIDE 2 #5 DIAL. BARS AT EA. SIDE OF ARCH. ANCHOR LEGEND (2)Ibd NAILS EACH ENDS ❑CONSTRUCTION SET ONLY B-5 8" 16" + 11'-10' 2 #5 2 #6 #3 TIES @ 12" 0. .PROVIDE 2 #5 DIAG. BARS AT EA. SIDE OF ARCH. B-6 8" 12" + 13'-0" 2 #5 2 #6 #3 TIES Q 12" 0. .PROVIDE 2 #5 DIAG. BARS AT EA. SIDE OF ARCH. a BUILDING PERMIT SET ONLY � (2)16d NAILS EACH MEMBE � REV1 B-11 8" 16" + 14'-0" 2 #5 2 #6 #3 TIES 12" O.C. PROVIDE 2 #5 DIAG. BARS AT EA. SIDE OF ARCH. O HUGHES DTC STRAP W/ 4-10d TO SEAT AND • a e 2 REV2 9-10d TO TRUSS - CAPACITY = 1365# VIEW� RB 8" 12" VARIES 2 #5 2 5 #3 TIES 12" O.C. PROVIDE 2 #5 DIAG. BARS AT EA. DIRECTION 0 CUSTOM GIRDER TRUSS ANCHORAGE SEE DTL. 3 SHT. S-3 TOF u I E W 2 x 4 Conk LATERAL WOOD BRAC 2X4 TOP CHORD 9 REV3 3 MEMBER GIRDER TRUSS NAILED TO BOTTOM CHORD MAXIMUM BLOCKING SEE PL TB 8" 12" 8'-6" 2 #5 2 #5 4 #� TIES @ 12" O.0 ENDS & COLM. BAL © 48" O.0 6'SPACING AND AS REQUIRED BY TRUSS 48 O.C. Z 30 CUSTOM BUCKET DETAIL AQ 3/8' STEEL PLATES (2) 3/4° THRU B TS l4) 3/4' DIA. x S' EMBEDDED MANIFACTURER, V-0'O.0(TYP) TB-1 8" 12" 11'-6" 2 #5 2 #5 4 #3 TIES @ 12" O.0 ENDS & COLM. BAL @ 48" O.0 GRAVITY = 17.0 K o TB-2 8" 12" 11'-0" 2 5 2 6 4 3 TIES Q 12" O,C ENDS & COLM. BAL @ 48" O.0 UPLIFT CAPACITY = 7.8 K EXP. BOLTS RED DEAD WEDGE TB-3 8" 12" 11'-10" 2 #5 2 #6 4 #3 TIES ® 12" O.0 ENDS & COLM. BAL ® 48" O.0 ® HUGHES TA 16 W/ 6- 10d NAILS N - � TB-4 8 12" 14'-0" 2 #5 2 #6 4 #3 TIES 0 12" O.0 ENDS & COLM. BAL @ 48" O.0 UPLIFT CAP.= 1002 LBS. 114' STEEL PLATES �N • PL 8" 8" VARIES PRECAST CONC. LINTEL. EXTEND 8" MIN. EA. SIDE OF OPENING. O5 HUGHES DTCQ1 (+) TA16(D � m AMX SEAL HERE • UPLIFT CAP.= 2367 LBS. � � '1 11/2 1'mROOF NOTES: 12" 5" 1. TRUSS MANUFACTURER SHALL SUBMIT DRAWINGS FOR 12. EXTEND THE MAIN ROOF SHEATHING UNDERNEATH THE SEAT ENGINEER REVIEW PRIOR TO FABRICATION VALLEY SET TRUSSES, ALSO ANCHOR EACH END OF THE I SOM �I�pNT Y I BUJ 511 � �I�UJ ' PRE-CAB wooD ENGINEERED 2. VALLEY SET TRUSSES TO THE MAIN ROOF TRUSSES. La° P.T 3" X 10" S.Y.P #2 W/ 3/4" X 7-1/2" RED HEAD " (OVERI.AP a SPLICES) • HATCHED AREAS DENOTES VOLUME CEILING. WEDGE" ANCHORS @ 12" O.0 MIN. EMBEDMENT=3-1/2" DETAIL IIII 13. ALL BEARING WALL OPENINGS SHALL HAVE (TYP) BLOCKING DETAIL 3. W SCALE: 1-1/2°=1'-m' l�l� IV G.T. DENOTES GIRDER TRUSS BY MANUFACTURER (2) 2 X 12 HEADERS (TYPICAL UNLESS NOTED) � v N WITH 19/32" PLYWOOD IN BETWEEN. Th 4, TRUSS MANUFACTURER SHALL VERIFY ALL KNEE HEIGHTS x v1 14. ROOF PLYWOOD 5/8" (19/32") APA W o 5. REFER TO TRUSS MANUFACTURER ENGINEERING DRAWINGS RATED SHEATHING STAGGERED PANEL o FOR ALL ROOF TRUSSES REQUIRED TEMPORARY AND JOINTS. NAILS 10D ® 6" O.C. TYP. PERMANENT BRACING, GABLE END BRACING, DETAILS, AND REQUIRED GRAVITY BRACING. ALSO REFER TO 15, TRUSS MANUFACTURER SHALL PROVIDE WIND BRACING PLAN PREPARED BY STRUCTURAL AND ENGINEER ALL WD. TO WD. CONNECTIONS o ENGINEER AS PART OF THIS SET OF DWGS. 16'-0° ( BLOCKING) 3 6. ALL BRACING TO BE 2 X 4 HEM-FIR OR EQUAL WITH A SEE DETAIL R MINIMUM FIBER STRESS OF 1,000 P.S.L, NAILED TO EACH NOTE:PROVIDE 1/2" CDX PLYWOOD AT W p�wy + I.4 INTERSECTING TRUSS MEMBER WITH 2-16D NAILS MINIMUM UNDERSIDE OF TRUSSES RG=3.3 K � ^ W/ 8D ® 6" O.0 (TYP) UP=3.3 K RT=1.54 K RG=3.70 K � �J ^ 7. PROVIDE METAL HI-HATS AT 16" O.C. ATTACHED TO THE CONNECTOR "2" UP=.95 K UP=2.30 K ►►AGO--1I 1+1 UNDERSIDE OF BOTTOM CHORD CONNECTOR "1" CONNECTOR "2" B o W 8. PROVIDE 2 #5 X 2'-6" X 2'-6" CORNER BARS AT EXTERIOR FACE OF CONCRETE BEAM I I II PL -L J - _ 1 _ -� - L� � . . p PL - _ r } • _ _ _ 11- 17'-6"BLOCKING Z U 9. GIRDER TRUSS TO HAVE CONNECTIONS AS • � � I -I-�-- � W INDICATED ON ROOF PLAN. _ _ • I - - - - - _ - - 5):�DETAIL � I I I II I- - - - - -I- - -I- - -I - - -I- - -I- - -I - - - - -I- - - - - - a • • ROOF TRUSSES LOADING: rt - II I I ( O II I I I I I I I I I I I I I I I II III I RG=3.88 K RG=3.4 K • . . . - -1 I I II I I I I I I I I I I II UP=3.88 K DEAD LOAD = 25 P.S.F. - CONNECTOR "5" UP=1.9 K 3 -- - CONNECTOR "2° CONNECTOR "2" Fes) TOP CHORD = 15 P.S.F. _ _I_ I I I I I I I I I I II III Iml ��TT�� • • Mai . -- BOTTOM CHORD = 10 P.S.F. TB-1 RB=1•-6" �_2 LIVE LOAD = 30 P.S.F. TOTAL = 55 P.S.F. - - -I- - - I II- T 1- I I I I I I I I I I I II I I I A W - 1 T-0" I I I I I I I I I I I . . O AS PER ASCE 7-95, 110 MPH EXPOSURE C I I I I I II � �I MEAN ROOF HGT. < 17'-0" ROOF PITCH 5:12 I I I I I I I I I I I I I I 1 I II B. - - - - - - - - - - - - PL - - - - - -� - - - - 2x4e48'0/ I PL / I I I I I I I I I I I I I I I I I I II o U U ZONE 1 = 30 P.S.F. NET I I I II I a • • • 0 ZONE 2 = 54 P.S.F. NET RJ=495 # 1 ( It- rt - _ t - - - - -� -r - -I- - -I - - -I- - -I- - -f - - -I- - - �- - - - - I I O 1 I I • UP=270 # • _ I I I� - + 2- 4 BOi TOM C i ORD Bfi ACING 1 W/16 TAILS (jYP) I I I I I �I L! - I I_ _ - I • OPEN TERRACES = 65 P.S.F. NET - - - - f - - - - _ -1 - - �- - I- 1- - - - -- - -I_ - _I,_ - � _ I- � CONNECTOR "1" I II I I I I I I I I I I I I I I I II I I I I I m i loo 1 I I I I I I I 1- 1 v I u CN I 11 I I I I I I I I I I I I I 1 I 11 I I 1 -I- - - - - -I- --I-I � NOTES: I I II I I I I I I I I I I I I I N o •• L _ _I_ I I I I I I I 1 �_ -i I I I I I I I II 5 U 1. PROVIDE 4 #3 TIES ® 12" O.C. AT CORNERS AND AT EACH - - I I 1 I I 11 I I I - - _ I I� - - -i- _ �_ - - - _� - - trtl W I I I I I I I I I I I T �B-111 I I I I I I I I 1- _ _ _ - -al- - I cn I O END, BALANCE @ 48" O.C. p I I I I I II I I I I ( O O W W 2• CONC. BEAM DEPTH OVER DOOR/WINDOW OPENINGS MAY I I II _� I 1 1 I I 1 1 I 1 I -I -- - I- - - - - - - - - - - - -I- - - - - -1_ _ _ _ _ _I_ -II 1 11 I I Z E� I II 1 I I I I I I I I I I I II _ _ _ _ _ _ _ �] E-� VARY AS PER MFR. DOOR/WINDOW HGT. (FRENCH OR _ _ _I _ I 11 I I I I I I I I I I I I I I I I 1 I I I 1 ,I'I- - - -I- - - I- _ _ m O U � O ryry04� SLIDING DOORS AND WINDOWS UP TO 3" DEEPER) I- -C I I I I I 1 I 1 1 I I I 1 I I I 1 I I I 1 2'I X 4" POTTOM I CHORID BRACING W�16 NA14S (TYP) I I II t - �� 1 O 1 0 ►-, A Q FM 3. SPLICING 18" AT STRAIGHT RUNS AND 30" AT CORNERS I I II _ I _ I I I I I I I I I 1 I I 1 I 1 I I 1 1 ' O Z I I I I I I I I I I I II I II _ -I- - � - � _ _ cV � 4. ALL TIE BEAMS SHALL HAVE #3 TIES 6" O.C. OVER OPENINGS - _ _I- - - - - - - - - _ _� _ � _ - t- - -I- - -I - - -I- - -I- - -I _ - 1 _ _ - I I I I I I I I 1 I 1 III- - 1- - -I- - T- - -II _ 5. PRECAST CONC. LINTELS TO BE DADE COUNTY PRODUCT APPROVED 1 I II I I 12" X 4'[ BOTTOM CH09D BRACING W, 16 NAIII_S (TYP 1 1 � I I I 1 I I I I I I I I II 1 W II I Q FOR SPAN AND LOADING REQUIRED. SUBMIT TO ENGINEER AND CITY I I I I I II I I p - - - W I I II I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I II I w FOR APPROVAL WITH 2 SETS OF NOTICE OF ACCEPTANCE(N•O.A.) W I I 1 1 I I I I I I I I I 1 I N - - - - - - ��- - 1 d• 1 ; M 1 o I I I I I I I I I I I I I II I IL _ _ _I_ - _ L _ _ �--+ cn ASCE 7-88 - 1 I I II _ I - - I _ - I _ _I_ I I I I I I I I I I I _� I I g cn � 04 I I 1 II I I I I II II� I I I I I II - - - - - - - - -II- - I I REFER TO STRUCTURAL CALCULATIONS ON SHTS. S-1 AND S-2 � I 1 II I I I I I I 1 I I 12" X 4' BOTTOM CHOFFD BRY�CING W/16 NAILS (T P) I- - -I- -o-II 1 I I • CL II I I I I 11 RG= .00 K c� I Ell 00 - - • � - � - - � - I - -� uP= .7o K I I I I � �00 I - - - - - - - � = _ _I_ - _ L - ._1. - _ I I I I I I I I I I I I I I I II 1 I 1 II _ GIRDER TRUSS I I I I I II I I I I I It- - - - -1- - - - - TB-2 n PL II I I I 1 1 TR SS CQNNECT R E-+ N ALL VERT. BARS TERMINATE DA E CO II NTY N A.98.1 16.07 I I I I I 11 1 W/ STD. HOOK B-2 II I I I I I I HU HES EUH 28 10 I I I I 1 II 1 G_ .4 K RT=660 # V J, REFER TO ROOF PLAN FOR _ _ _ _ _ P- •9 K UP-648 # � TOP OF TIE BEAM ELEV. _ _ I I W/14- 16d NAILS @ LEOGER I I I I II t •�O I I I ( _ 5- 16d AILS TRUSS. ON ECTOR "2" CONNECTOR "1" _ RG=3.00 K _ _ _ _ _ _ _ _ _ _ - - + I � I I I I I I I II RG-3.30 K UP-1.70 K r� �tl 1 1 I I 8" X 12" MIN. 4-# STUB / I- COLUMNS WITH 4-#5 VERT. I-}- I-• - • - • - • - . - . -. - . _. - - ._ UP=3.30 K CONNECTOR "5" ( I N HOOK INTO TIE BEAM AT CONNECTOR "2" 1 1- 5 VERT. FROM I I / - �' 1 I I IX 4' BOTTOM CHORD 11RACINGI W/161NAILS P) I II 1 � TOP & BOTTOM # I I I _ I I- - - �-- - - - m COL. BELOW CONT. I I - - - - / I 1 --� I- -C - - 1- - -I- - -I - - r rn T REFER TO ROOF PLAN FOR I I 1 THRU STUB COL. & j I I / J I 1 I 1 I I I I I I I - - - 4-- - - - - - � TOP OF TIE BEAM ELEV. - • - • - • � • N r I HOOK INTO UPPER I I I / / II I I I 1 1 Q+ _ / 1 _1_ _ 1 _ 1 1 1 1 1 1 1 11 1 r7 M 0, - - �� TIE BEAM I I - / // // II I I 1- - -I- -I - - - I I I I I I I 1 1 IB-3 8 X 12" MIN. TIE I I I / / 11' I I I 'La" LE GER 1 1 I I I I 1 I N I I BEAM WITH 4-#5 / / II I I I - - _ _- RG-10.9 I I I HOOK TOP BARS I 1 / � _ _ _ _ I L I I I I I II - � - _ _ _ _ � � o - l� 8" X 12" MIN. TIE I I I I I I / / / I UPk6.6 K I 1 I 1 I II 1 • i I VERT. REINF. IN I I I I I 1 1 �• - - - - - - - - - CO NECTO 3' n, BEAM WITH 4-#5 I I MASONRY GROUT I I / I d• N R » , I I I I I I / / I I I I I I z,.. HOOK TOP BARS I I FILLED CELL HOOK 1 I �� . I INTO UPPER TIE I I I S _ _ - _ - - -� - L MEMBER DER�TRUS I 1 - - - r 9 W •-•� - �- - -� _ I__ _ _ _ ° I I BEAM (SEE PLAN 1 I / - - � -� - I - - = I - -I - _ _ _ _ _ _ - - - _ _ � I - - - UP=6.25 K � . . i l I I FOR NUMBER OF R -1. 1 K - - - RG=8.60 K U3 #5 BARS) I i I P=1. 3 K I " 1 1 1 1 1 U 1 CONNECTOR "2" I I - - CONN CTOR 2 W > B-5 Cij RG=5.89 K co CONNECTOR "3., I I �T�,.� 1 UIB-3 TB-2 Q DETAIL N.Q.S. B-6 TB_2 '0 _ _ L CD 553 ICONNECTO a Leo Llanos, P.E. p 4 9 9 Consulting Structural Engineer I ob o ROOF PLAN 4 18495 South Dixie Higway, # 337 (305) 378 6916 Leo q4os P.E. TE Miami, Florida 33157 Fla. re ,, 331.x75. , U M A S-2 Ln •....., Ca of rn •�