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00-0496-033 REVISIONS: w QQ FOR COMMON FLOOR TRUSSES USE ONE / DADE COUNTY 9-05-00 HUGHES OTC STRAP w/9-100 x 1-1/2' CONCRETE REAM 5CHEDULE TO TRUSS 4 Wd x 1-1/2' TO SEAT PLATE � J FOR FLOOR GIRDERS TRUSSES USE TWO Q HUGHES OTC STRAP w/9-100 x I-I/1' ,EA REINFORCEMENTS (2) 2'x8' PT WOOD LEDGER ATTACHED } TO TRUSS 4 10d x 1-1/2' Lu 2' TO SEAT PLATE Lu TO CONCRETE BEAM w/ 1/2' DIAM. Q w 3 STIRRUPS REMARKS ANCHOR BOLTS 16' oc. 3/4' PLYWOOD DIAPHRAGM w/10d NAILS • b' or- • NT.SUPPORTS AND 4' or-AT PANEL Q Q o 1 2nd.FLOOR EDGES,EDGE BLOCKING 2' NOMINAL. ADD 2 01 REIN. BARS d, ELEV.■ +10'-0' PLYWOOD SHALL BE GLUED W/ADHESIVES • EACH 810E OF OPENING. 1 MEETING RECUIREMENTS OF AFG-01 (TYPICAL). TB-I A 9'-8' 8' 12' 2-5 - SEE RTES BELOW 0-4 W 6'-4' 3'-4' 8' (0'-3' 10'-9' 3'-3' 4'-4' 3'-8' -�o' 3'-9" 8" Q TO.TIE BEAM tB-1 A 18'-0' 8' 12' 2-�5 - 2-5 - SEE NOTES BELOW p 8' ABOVE C' 6_2 500 PREFAB ENG WOOD 0 O A VAR 8' 12' 2-5 - 2-5 - SEE NOTES BELOW W B-b I I B-b TYP. �_1 1 TB-I TRUSSES • 24'oc. O B-i B 9'-8' 8' 36' 2-45 4-5 2-01 • 12' ARCH BEAM lop 111111110 11111111 11 11110 8F8-B 1 I I OF8-B 8F8-B B-1 C 9 8 8 16 ?-�5 - 2-h • b OL. I 0 Z I I i C2 0 PROVIDE 2k4' PT BLOCKING BETWEEN - -I-- - -I— - - - —I - EL. EACH TRUSSES.FASTEN BLOCKING ``) i � 1 1 3 1 1 w/(3)3/16' DIAM.TAPCONS x 3-1/1'LG.t0 CMU 5-3 B 9'-8' 8' 20' 2-05 2-5 2-01 • 8' O.C. III G=7144+' I - - - -t --1---t---i---t '� AND (2)10d NAILS TOE NAILED • EACH ENDS. t U I 5-4 B 18'-0' 8' 12' 2-05 - 2-45 • 5' O.C. _ Z I • I 1 1 I B-5 C C31-81 8 24 2-�5 1-5 2-�1 • 10 OL. ARCH REAM • �, `q I o-- .;— +-111 - —}— —�-- 4 WOOD FLOOFR CONNECTION • J I A I CARDER I I dl C PE RPEND I CUL AR TO WALL B-6 B 9'-8' 8' 12' 2-05 - 2-45 • 4-W2' OL. � ►—� � 3'-0" 1 - - 1 - 1 1 - - 1 - SCALE: N.T.S.N.tS. S-2 (� . I• G=53650 OCl i SCI ■13,6440 I •_ '-00' oc. MAX. __ W +� SCI I I I 1 -fi 2' 'lLATEIAL BRACE t • �� 2nd FLOOR Li E EY.• 410'-0 - - -t— - - - —t— - PERIMETER NAILING DIAGONAL BARS ►� R+ m 1 I 5 11 11 4 �— I C1 I tB-i TB-1 I OF8-1B 16d NAILS • 3'oa. A • EACH FACE Q O �-S-2 8-2 _ - _ EL 720 2X10 Pt WOOD LEDGER ATTACHED t0 CONCRETE TIE BEAM B� �EAtrl I Q I •1 I •I n •I 1 W/W1 DIAM X b5 LONG EXPANSION ANCHORS •12 OC MM EMB 4 3/4'. TYPE-C 4 � �' I� O I W_ W_ _01 IQ � 1 -0I m I m I W 11 11 W 1 fxl I I i I I I I TYP. �d NAILS • 6'o.c. ELOEv�■ +10'_0• TY 15 ►-� A CIA " Q - �- - — _ - —t— - - I p - I - - - - (TYPICAL)S CONCRETE BEAM NOTES: ZO O I I 1 W I. I I 1. ARCHITECT TO REVIEW AND APPROVE U 0 I _• _ I _ _ _ _ _ _ _ _ —L _ _ ___ __ ___ _ ELEY S ALL BEAM ELEVATIONS AND BEAM DEPTHS. W 8 1 p 1 III 11 I -11�0 i 1 do. to p � 2. TIE BEAMS SHALL HAVE (4) 03 TIES AT 12'o.c. W C'", U) • m S-2 O I u�. u�. I X I • I I 10 Q � �_1 AT ALL CORNERS, EA- WAY, AND 48'o.c. REMAINDER � CZ � ` - - -�-- - - —1— - - N— - - - —I- - S-2 Ll 3. PROVIDE (2) 5 x bfd' CORNER BARS, 0 L� SCI S Ito 1 111 ■698'1• I U I I t<1 (N () ~ Q BENT 30' EACH WAY • ALL CORNERS. C� � 11 � 2'xb' LATERAL BRACING • V-0'aa. 8-2 1 1 SCI (!Cl I 1 I I Q w/2-10d NAILS EA TRUSS GENERAL TRU55 AND WOOD NOTES � Q to I 1 1 I I I > -j— - - -i— - 1 -1 3 -I - -I - 1 - - —i- - - ,6'-00. MAX. E PROVIDE 2X4 PT WOOD BLOCKING ATTACHED TO MASONRY WALL REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS Q 1 I 1 1 1 1 W/(2)1/4')(2-3/4' DIAM TAPCON SCREWS ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 0 5 FILLED CELL 8-2 -1 - 8-2 1 - I - 1 - 1 OII�CTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY _ _1 _1 _ 720 UJOOD �OOR CO1�lNCTl01�1 1 1 G■191830 O 1 G='11440 1 '�`� 1 1 d1 1 I I I 1 1 BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING s _ 6_-2 I _ _ I _ 1 ��i i _ 1 `D _ _ TYP. ( I '`''tfRAL L E L TO WALL ) 2 THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY. ABOVE F36 I Awvr: SCALE: N.T.S. S-2 IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING • I I �- I I I I B.b I I I 8F8-B BELOW 1 TB-1 I I AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM CO CO ARCHITECTURAL LAYOUT. FAILURE TO DO SO SHALL VOID OUR 110 UM _ APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS to cM I eF8-B 9 I _ I O B-5 8F8-B O B-I CI U3-1 CI MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON cQ - d B OW S-2 -- J BELOW PRELIMINARY DRAWINGS SENT TO OUR OFFICE. " w . " " " 4' x 4' x V4' ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE ► W W 51-11, -4 5 -3 I I 8-o 3 - �1_4' 4 -0 8 -0 4 8 -0 -4 STEEL COLUMN 4 v� SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE Qy W W ,.� ... OF WITHSTANDING A UPLIFT LOAD OF '150 LBS. 44 Z ;4 C4 ADD 2 01 INF. BARS 3'-0" ^`i '"' z pq • EACH SIDE OF OPENING. b WOOD M CONTACT WITH CONCRETE OR MASONRY, AND At OTHER LOCATIONS AS w Z I � SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED W � 19/32' EXTERIOR GRADE 0 5 • i0' o. c. TOP R 3/4' a PLYWOOD SHEATHING NAILED w/ 15' LONG. IN ACCORDANCE WITH AITC-109.MEMBER SIZES SHOWN ARE NORMAL UNLESS NO a � A LOCK DIAPHRAM = V-0 BLOCK DIAPHRAM = 15'-0' A 4 TO TRUSSES w/ 10d OTHERUISE. a p O w/ 10d NAILS 6 3' O.C. NAILS • 4' or. w/ 10d NAILS 0 3' o.c. � � z GY � p p /� *' FLAN /� a PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED AS DI S ko SECOND FLOOR F AM I I G FL A �l - L AU fRE L MODEL � � , . AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF GHA 9 OF THE 1 SCALE: 1/4' ■ I'-0' P SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE BE DRAWINGS. �+ g. ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO.2 OR R 0 V) a TYP. BENDNG STRESS,Fb ■ 1;00 PSI (MINIMUM) 0 4 • 12' o. c. BOTTOM V4' 3' 5UCKET 5PEGIFICATION: YOUNG'S MODULUS, E = 1,500,000 PSI k,,4),4,� 5UCKET SPECIFICATION: Q • 5 . 12' o. c. BOTTOM - ALL 3/4 DIAM.THRIU BOLTS TO BE ASTM A325. NOTE: l4)3/4 DIAM x 4 L BAR BRACING NOTES: .p 4. - ALL 3/4' DIAM THRU BOLTS TO BE ASTM A325. - ALL. V4' STEEL PLATES TO BE ASTM A36. b INTO BEAM FIELD WELD GOLIUMN w/ I/4 w/3 HOOK V4 8 PLATES TO ASTM A36. FILLET WELD ALL AROUND 'q - ALL STEEL PL TE BE - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL. - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER. DROP TB TO 8'x18' i. CROSS BRACING SHOULD BE LOCATED A MORE THAN 5 -0 o.c. OR BETTER - V4'FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. REPEATED AT EACH END OF BUILDI AT 20'-0' INTERVALS. 4' - V4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. II '' /� //�� 0 0 - ALL BOLT HOLES TO BE 1/8 DIAM.FOR 3/4 DIAM.BOLTS. 5 T C O l.1' N S D T r�4(� _ 4 ALL BOLT HOLES t0 BE 1/8 DIAM.FOR 3/4 DIAM.BOLTS. q: THAN b'-0'o c. BOTTOM C ATERAL BRACING SHOULD BE CLOSE ` p BUCKET UPLIFT CAPACITY FOR TWO MEMBER I 2. BOTTOM CHORD LATERAL BRAG OBE LOCATED AT NO MORE BUCKET UPLIFT CAPACITY FOR TWO MEMBER 0 0 0 5 E C T I O I�t 12' - FROM NDS T E 83g,ONE 3/4' DIAK THRU BOLT IN - DOUBLE �QUALS: TO THE BOTTOM CHORD P POINTS WHEREVER REQUIRED BRACE q, - FROM NO T E 8 ,BONE 3/4' DIAM. 7HRLU BOLT M p, 4' � � �� 8 SCALE: N.T.S. g_ "`� f� ,• . ����" DOUBLE LOAD PERPENDICULAR TO GRAM ■ 1330 LBS SCALE: 3/4 1 -0 2 q, LOAD PERPENDICULAR TO GRAN = 1330 LBO 4' LOAD PARALLEL t0 GRAN ■ 2350 LBS SPACING PERMITS. V4' LOAD PARALLEL TO GRAN ■ 2,550 LBO 4' �� - WITH OHM DURATION LOAD FACTOR CD-1.33 CONTINUITY BOTT LATERAL BRACING SHOULD BE CONTINUOUS - WITH SHORT DURATION LOAD FACTOR CD=133 USING 13 FACTOR1330 LBS x 13 ■ 1,129 L56/50LT ONE END HE BUILDING TO THE OTHER AND SHOULD OVERLAP USING 13 FACTOR1330 L55 x 13 = 1,129 LBO/BOLT 4' LEAST SPACE FOR CONTINUITY. USE MN. 2'x4' GRADE STEEL COLUMN D ER NAILED WITH A MIN. TWO 16d NAILS, IN ACCORDANCE 4 x 4 x W4 Aj V4' 5 U CKE T DETAIL 2 xb PT WOOD NAILER ATTACHED /MASONRY BLOCK WI H RITERIA, At EACH CONNECTION INCLUDING INTERMEDIATE STEEL COLUMN 5 w/ W4' DIAM.TAPCONS X 2-3/4' PROVIDE 2-160 NAILS ' I 4' x 4' x W4' °SCALE: KT,S. S-2 LONG • 4' or- •EACH CONNECTION.TYP 4. B L PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT)WITH 80 NAILS • 4'or- �l.rrCK�T DETAIL 2'x4 Pt WOOD BLOCKING BETWEEN EACH 3 SCALE: N.T.S. 8-2 TRUSS w/3-3/lb' DIAM,TAPCONS x 3-1/2' ROOF FRAMING PLAN. SEAL: LONG PLUS (2)Ibd NAILS EACH END INTO VERIFY ION WITH INTO TRUSS. FOR�3 h ER 00F 1 55 ANCHOR LEGEND �' Ql 6' PLO �� 2X10 PT WOOD LEDGER ATTACHED 1• 3 3 3 3 36 31 t0 CONCRETE TIE BEAM HUGHES DTC STRAP w/9-10D x I-V2' TO TRUSS 4 Wd x I-V2' TO SEAT PLATE W/ 1/1' DIAM EXPANSION 2'x4' LATERAL BRACE UPLIFT O TRAP CAPACITY 06P(DADE APPROVAL SM-011103) I•�' 5UCKET SPECIFICATION: :� :� TB-1 ANCHORS •�' � • • HUGHES DTC STRAP w/9-10 x I/1'NAILS TO TRUSS PLUS ONE HUGU$S - ALL 3/4' DIAM.THRLU BOLTS t0 BE ASTM A315. '� REQUIRED O TA 20 TRUSS ANCHOR.w/8-100 x 1-I/1'NAILS TO TRUSS CAPACITY FOR / / _ _ TO.TI AM CTION 1365 +1335 ■ 21000 DATE: 7 28 2000 - ALL V4 STEEL PLATES TO BE ASTM A36. .r •r APPROVED HANGER SEE SCHEDULE: EL +9'-8' ANCHOR - ALL SPECIFIED MATERUALO ABOVE t0 BE EQUAL �- -� DRAWN BY: A. D.OR BETTER `� `� -- 2'x4' PT WOOD NAILER AT SAME B/E = BOTH ENDS OF TRUSS 3 RT 180 w/H-10d NAILS UPLIFT CAPACITY 1116 4' - V4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. LINO = O (DARE AL '98-0111?)3) q. 0 - ALL BOLL HOLES t0 BE 1/8' DIAM.FOR 3/4' DIAM.BOLTS. ELEVATION AS TRUSS BOTTOM UNLESS LOAD OTHERWISE CHECKED BY: C. D. EXPANSION BOLTS TO BEuhc' BE HILT( KWNC BOLT II. Q CI•IORD ATTACH t0 MASONRY WALL J TB-1 G ■ GRAVITY LOAD 4' �' - FROM ND UPLIFT�C PA ITY 3OR TWO M. TBRUR801.T M - �g� 1 tAPCONSI• EACH LATERAL 4, LBRACI�:-" TYP = TYPICAL O NA SEI`ICO THDS 26 HANGER W/O TRUSS.CAPACITY G�23350NUA■Y185�DADE APPROVAL 95x08188) SCALE: t/4" = 1'-0„ - DOUBLE OHEAREQUALO: - LQajPO TERIALS EQUAL OR BETTER 4 - V4 FILLET WELD FOR ALL PLATE CONNECTIONS. PROVIDE 2X4 PT WOOD BLOCKING • LOAD PERPENDICULAR t0 GRAIN ■ 1,330 LBS 2-2'x8' PT LEDGER 3/4' LOAD PARALLEL t0 GRAN ■ 2350 LBO - ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4'DIgA t BOLTS. w/ W2' DIAM. ANCHOR BOLTS W/ATTACHED(2 X1T3/4' LONG DIAM SHEET - USE PLYWOOD ABLE�FILLERSLWNEN&CRY 1 1RI BOLT • 16'o c l35' EMBED MINA SECTION T I OI�t q• - WITH SHORT DURATION LOAD FACTOR GD=133 - '4LLOWABLE T1' I t(MM.EMBEDMENT 4-I/2 ) ��� USING 13 FACTOR1330 LBS x 13 ■ 1,129 L56/50LT D Lp qpg ■ w/2'x2' SQ WASHERS 10 - ALL EMWV" 81 CONCVTE = 3 F LBS/80LT (MIN.EMBEDMENT 4-W2') SCALE: N.T.S. S-2 V4' /� BUJCKET UPLIFT CAPACITY FOR TWO MEMBER /� S - 2 STEEL COLLM"N ��CK T DETAIL I 4 - D�oueL"°E LE�S�,�ONE 3/4 DIAM.THRU BOLT M DETAIL 6 NOTE: 4' x 4' x W4' O,qpp I Too IN ■ 13 LBS SCALE: N.T.S. 8-2 CONTRACTOR SHALL COORDINATE AND VERIFY SCALE: N.T.B. S-2 LOAD F�L�M ` 2 LBS UC<E T DETAIL 9 ALL DIMENSIONS WITH ARCHITECTURAL DWGS. OF SHEETS UStMG 13 330 LO x 13,129 LB83/E30L.T SCALE: N.T.S. S-2 PROJECT No.: CADD FILE: