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00-0495-041 REVISIONS: 19/32' EXTERIOR GRADE (2) 2'x8' PT WOOD LEDGER ANCHORED PLYWOOD SHEATHING NAILED FOR COMMON FLOOR TRUSSES USE ONE OADE COUNTY S-05-00 TO CONCRETE BEAM w/ 112' DIAM. AILSU0 4' o4. 10d p TRUSS 4 0d xx 11-.1/2' TO SEAT MATE CONCRETE BEAM SCHEC)ULE Q t0-05-00 EXPANSION ANCHORS 0 16 O.C. �;2 _ ADD 2 M I REINF. BARS FOR FLOOR GIRDERS TRUSSES USE TWO 300 HUGHES OTC STRAP w/9-10D x I-1R' ,EA. m EACH SIDE OF OPENING. 5 TO TRUSS 4 10d x 1.1/2' TO SEAT PLATE u� REINFORCEMENTS I 750 ~ w '3 S Lu 8 U■5 TIRRUPS REMARKS • 3/4 PLYWOOD DIAPHRAGM w/ 10d NAILS +� 6 o:c. � � � �- � AD 2 01 REINF. BARS '6'thk SLAB: s-5 Gs■4 3'xl2' PT WOOD BEAM � e INT.SUPPORTS AND 4' o�c.AT PANEL � > 0 EAC SIDE OF OPENING. I 2nd.FLOOR EDGES,EDGE BLOCKING 2 NOMINAL. 400 = + PLYWOOD $HALL BE GLUED 111/ ADHE5IVE5 � � G ELEV. 10'-0' 4 m 1 o c MEETING REQUIREMENTS OF AFG 0 (TYPICAL). 1 E NOTES BELOW" 2' TAEMP SCl 6 - - 05 6 12' o. c. TOP 9' 8' 8' 2' SCI I - TB- A 1 2-"5 1-"5 CI w/ STD. ACI HOOK g-4 C1 g_1 Ci B-1 CI TO.TIE BEAI"I -------- ` 1 • 2-"5 - SEE NOTES BELOW Q T5-2 A .............----- ------ -- ----- ` 1p; - VA i ' 1. , i * t�� ' I SFS-IB I ...... I I PREFAB ENG.WOOD U. st. RB A VAR 8' 12' 2-"5 - 2-"5 - SEE NOTES BELOW E� TB-I AB V, I EL TB 1 I I TB-1 TRUSSES 24'o.c. ;: Qr a ..... ..................... . ... l t•� BELOW �; 0 j 8F -IB i 300 B-I B 9-8 8 36 2-'S 4-"5 2-"1 BELOW 'I � ...... I I I I :":::. � __ .....�=s h--� m 131 2 1 BELOW I 4 I '5 10' 0. c. TOP. w/ STD. ACI HO _� _I - 1 - - --�- - PROVIDE 21x4' PT BLOCKING BETWEEN B-2 8 8' ib' 2-"5 - 1-"1 � 6' O.C.OC � O ,,,.: 1 3 I 1 I I EACH TRI.ISSES.FASTEN BLOCKING C2 "5 10' o. c. BTM. "�'° i I 5-5 2'x4' L TERA BRA E w/(3) 3/16' DIAM.TAPCONS x 3-1/2'LG. TO CMU B-3 8 9'-8' 8' 20' 2-'5 2-"5 2-"1 8' O.C. CL_ AND (2)10d NAILS TOE NAILED * EACH ENDS. 5-4 B 9'-8' 8' 12' 2-"5 - 2-05 6 4-1/2' O.C. 1 B-1 I SCI 5G1 I L I - - _ _ 5-5 UJOOD -LOOi� GONNEGT101'�l 2 xro; PT NAILER rill M ��w/ /16'DIAI"I. x 3 LONG. G-1896" I I I I I I PE RPEND f CU LR TO UJ,4L L TAPCON m 12'o.c. :::::. S-5 I SCALE: N.T.S. 'x4' -5 R4 E G=32148" OC (X 1 I 1 I 1 w 1 IIIW _ - I I - ^1� - -_l do._L__J___L_ PERIMETER NAILING I I I l(od NAILS * Yo:c. • • m 'U, MANUF14CTURER TO PROVI E 1 I Q :_: I I w � w TOP CHRD BEARING GI ER I I I 1 2X10 PT WOOD LEDGER ATTACHED TO CONCRETE TIE BEAM U� 1C THIS LOCAT ON _ _ 1-- - F- - - - '-r~ - An, DIAM X 65' LONG EXPANSION ANCHORS 012' OC MIN EMB 4 3/4'. TYPE- An, TYPE-B � L� I I I ELEV.= W l I 1 I I I I O I 1 LL II 2nd FLOOR V 1 I I ELEV.: +10'-0' O - - _ _ _ 10d NAILS * 6 o.c. a NT.SUPPORTS - 4 I In B -'� - BO (TYPICAL) BE,4M T PE 5 w 1 I 1 JI X I I I S-5 11 5'S I 1 I I C2 TB-i TO.TIE BEAM CONCRETE BEAM NOTES: ELEV.= +9-8 I � " r I i O F---� ARCHITECT 70 REVIEW AND APPROVE G=13k 4" ~ 0 s; 1. Q i I �8�W i 8F8-IB L) BELOW ALL BEAM ELEVATIONS AND BEAM DEPTHS. i 2. TIE BEAMS SHALL HAVE (4) "3 TIES AT 122o.c. W I 1 SCI SCI I 1 A ui ::::.: �} AT ALL CORNERS, EA. WAY, AND 48 o.c. REMAINDER w 3. PROVIDE (2) "5 x 60' CORNER BARS, - T-- - _ T- - 1 I 2'x6' LATERAL BRACING * 6'-0'o.c. BENT 30' EACH WAY m ALL CORNERS. I U 1 0 1 GIRDER O I 01 O I m ::" 1 w/2-10d NAILS EA.TRUSS �� �► Y A PROVIDE 2X4 PT WOOD BLOCKING ATTACHED TO MASONRY WALL GENERAL TRU55 AND WOOD NOTE5 1 I W/(2)1/4'X2-3/4' LONG DIAM TAPCON SCREW$ Q REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS WOOD © I �' ( ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 • 5 FILLED CELL I I G=�989M I I I I al WOOD F'L OO I� C ONI�t C O DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY - L_ABOVE _ L_ _ _ BoVE _ ABOVE _ ( FARr4L L E L TO W,4L L ) 2 BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING g-4 1 TB-1 I C2 I F B_4 1 SCALE: N.T.S. S-5 THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY. ........... ; . �? THE AR HItECT IN WRITING ii 7110111111 : ; IT IS YOUR RESPONSIBILITY TO NOTIFY E C ING . . - - - SFS-1B ' 8F8-IB SFS-iB 1 AND GRAPHIC FORM ANY GRANGES AND MODIFICATIONS FROM ARCHITECTURAL LAYOUT. FAILURE TO DO $0 SHALL VOID OUR x 1 BELOW cv BELOW BELOW I 1 (4) 3/4' DIAM, 1' LONG J BOLTS TRUSS ENGINEERING PACKAGE. TRU w/ 3 SS - E �'' 1 NOOK. APPRO VA L OF TH I MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON M CO CO ;: .< : ..%.• � PRELIMINARY DRAWINGS SENT TO OUR OFFICE. M ........................ .................................... ... ......... ""' ....... . . - *A ., . a : ... ................................ .........:_...................... .......................................................................... .. ALL TRUSS TO TRUSS CONNECTIONS SHALL 1 ADD 2 '1 REINF. BARS RU BE THE RESPONSIBILITY OF THE 1 ! m EACH SIDE OF OPENING. ft 3/4' SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE i 1 .*r -........................................................................... OF WITHSTANDING A UPLIFT LOAD OF 150 LBS. ......................................................................................................... 1 r :.1 - J Q WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS z r~1 - "1 .'-: - W SHOWN ON STRUCTURAL DRAWINGS, $HALL BE PROTECTED OR PRESSURE TREATED G,� z a" z W olf-'~ �i�^u� �; _-� „ J t� - ACCORDANCE WITH AITC 109 MEMBER SIZES SHOWN W /.. ..........:-::.... - - f -- ---................................................../..y... 1 M I ARE NORMAL UNLESS NOTED I ��//�� rr Q 1 .. +: I 1';6.1.:1..1 .N L.� Vl W O O Q a; 10,c) N.41 L." x, 3" <-c. Q 1 TYP. IN ACCORDA �i z = FLOOR �4M I NCB FLAN - R01' L 1"I O D E L Y 1 S OTHERWISE. �, w a . � I pp w SECOND , LO I� R �Z w i/ PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGMS � o d W z U SCALE: 1/4 ■ 1 -0 TYP AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 29 OF THE z O Cj ? Q }-U Q 1/4' SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS. F a 0 Q 0 U ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER � � I STEEL COLUMN BENDING STRESS, Flo = 1,200 PSI (MINIMUM) � � 'i HOd 4'x4'x1/4' YOUNG'S MODULUS, E = 1,5000W PSI a x CONCRETE FILLED k . b �1 p C BRACING NOTES: Z 3 VERIFY DIMENSION WITH STEEL COLUMN C,4 I - D E T,41 L '- ' TRUSS MANUGTACTURER 6 1. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 5 0 o.c. �s 3 BUCKET 5PECIFIGATION: ;1 FORS AMBER SCALE: N.TS. S-5 REPEATED At EACH END OF BUILDING AND AT 20'-0' INTERVALS. _ z - ALL 3/4' DIAM, TNRU BOLTS t0 BE ASTM A325. 6' 3' 3' 3' 3' I 2. BOTTOM CHORD LATERAL BRACIATERAL BRACING SHOULD BE CLOSE E - ALL 1/4 STEEL PLATE$ TO BE A$TM A36. 3 3 p - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL �y ► $ THAN 6 -0 o.c. BO OM CHORD LATERAL BETTER _ Vj0' I F( HT ION: TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE t 4 - 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. * b BUCKET SPEC C SPACING PERMITS. - ALL BOLT HOLES TO BE 1/8' DIAM,FOR 3/4' DIAM.BOLTS. - ALL 3/4' DIAM.THRU BOLTS TO BE ASTM A325. 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS BUCKET UPLIFT CAPACITY FOR TWO MEMBER: _ _ - ALL I/4' STEEL PLATES TO BE ASTM A36. 4' • FROM N05 TABLE 838,ONE 3/4' DIAM. THRU BOLT M `+ '� - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP - DOUBLE SHEAREQUALS: OR BETTER AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2'x4' GRADE LOAD PERPENDICULAR TO GRAN = 1330 LBS -- Q - 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. 4' LOAD PARALLEL TO GRAN = 2550 LBS qT�: 0 � - ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' DIAM. BOLTS. MARKED LUMBER,NAILED WITH A MIN. TWO Ibd NAILS, IN ACCORDANCE WITH SHORT ORT DURATION LOAD FACTOR CD=1.33 EXPANSION BOLTS TO BE HILTI KWIK BOLL IL 4' BUCKET UPLIFT CAPACITY FOR TWO MEMBER: WITH ND5 CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE USING 1.3 FACTORI,330 L55 x 13 = 1,129 LB$/BOLT A BOL gg TO BE ASTM A32 . - FROM ND$ TABLE 83B ONE 3/4' DIAM. THRU BOLT IN TRUSSES. STEEL COLUMN - A�L JOEL PEIFIED MEATERIALS EVE TO BE EQUAL OR BETTER �2' 4' 12' - DOUBLE SHEAR,EQLIALS: - A FILLET WELD FOR ALL PLATE CONNECTIONS. 0 LOAD PERPENDICULAR TO GRAIN ■ 1330 LBS 4. BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT)WITH SD NAILS ! 4'oc. 4 x 4 x 1/4 - ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' DIAM.BOLTS. 4 LOAD PARALLEL TO GRAIN = 2,550 LBS AS SHOWN ON ROOF FRAMING PLAN. - USE PLYWOOD��FILLERS LWpHgEpNg�QUIREDC.I �, - WITH SHORT DURATION LOAD FACTOR C0 0 33 UCKE T D E T>41 L - ALLOWABLEII�FILL�D hIASONR 2,f20 LFBIF� gQ.T (MIN.EMBEDMENT 4-1/1 ) 4' USING 1.3 FACTORI,330 LBS x 1.3 = 1,129 LBS/BOLT SEAL: 3 - ALLOWABLE,C Y LPADSCFQRE5PE3 IF LBSL�Lt (MIN EMBEDMENT 4-I/2') 41 SCALE: N.T.S. S-5 BUC T UPLIFT GAPAGITY FOR TWO PIEWER: 2'x6' PT WOOD NAILER NOTE: - FROM N05 TABLE 838,ONE 3/4 DIAM.THRU BOLT N 114' ATTACHED /MASONRY BLOCK CONTRACTOR SHALL COORDINATE AND VERIFY 4, - DOUBLE $HEAR,EQUALS: w/ 1/4' DIAM. TAPCONS X 2-3/4' ALL DIMENSIONS WITH ARCHITECTURAL DWGS. LOAD PERPENDICULAR TO GRAIN = 1330 LBS STEEL COLUMN LONG * 4' ac. LpO�A�DpP�ARALLEL TO GRAIN p■�2,550 LBS 4' x 4' x I/4' 1' USING 13 FACTS 0 LB9 F3 =1,129 LB83/BOLT BUCKET DET41L OOF TU55 ANCIts4CR LECEND B UC T 5PECI =IC,4TfON: � T TO ASTM A325. SCALE: N.T.S. S-5 - DATE: 7/28/2000 - ALL 3/4 DIAM.THRU $T $ BE BUCKE T D T�4 I L 5 VIDE 2-160 NAILS ACTUAL HUGHES DTC STRAP w/9-100 x 1-1/2' TO TRUSS 4 10d x 1-In' TO SEAT PLATE DRAWN BY: A. D. � - ALL I/4 STEEL PLATES TO BE AM A36. - - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL SCALE: N.T.S. S-5 EACH CONNECTION.TYP UPLIFT 1 STRAP CAPACITY 1365'(DADE APPROVAL OW-0111103) 4' OR BETTER - 114' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. CHECKED BY: C. D. O - ALL BOLT HOLES TO BE UN DIAM.FOR 3/4' DIAM.BOLTS. ONE HUGHES DTC STRAP w/9.10 x I/2' NAILS TO TRUSS PLUS ONE HUGHES 12� 4 2 TA 20 TRUSS ANCHOR w/6-10C x 1-1/2' CAPACITY FOR CONNECTION SCALE: 1/4" = 1'-0" 12, &CKET UPLIFT CAPACITY FOR TWO MEMBER: REQUIRED 1365 + 1335 ■ 2100' FROM N05 TABLE 838, ONE 3/4' DIAM. THRU BOLT IN 2'x4' LATERAL BRACE . TO.TIE BEAM ANCHOR ¢ - C)OUBLE SHEAREQUALS: ELEV.- +9'-8'1, O • LOAD PERPENDICULAR TO GRAIN = 1330 LB9 B/E = BOTH ENDS OF TRUSS 3 HUGHES RT 18112 w/ 14-10d NAILS UPLIFT CAPACITY 1126 2'x4' PT WOOD NAILER AT SAME LINO ■ UNLESS NOTED OTHER I$E (DADE APPROVAL OW-0111103) SHEET b' LOAD PARALLEL TO GRAIN = 2,550 L55 WITH SHORT DURATION LOAD FACTOR CD=1.33 CHORD ATTACH ATTACH TO O TRUSS BOTTOM MASONRY WALL TB-I T - GRAVITY LOAD USING 1.3 FACTOR,1,330 LBS x 1.3 = 1,129 LBS/BOLT YP = TYPICAL O 5EMC0 THDS 26 w/ I8-16d NAILS TO LEDGER AND 14 10d x I--0 NAILS w/(2)1/4' DIAM.X 2.3/4' LONG 4 TO TRUSS.CAPACITY G■2335'U■12850(DADE APPROVAL '95-0818.15) TAPCON5 0 EACH LATERAL BRACE. S - 5 1/4' STEEL COLUMN 51MPSON HURRICANE CLIP HI w 14-8d NAILS /� O CAPACITY (U=490")MADE APPROVAL nl-0101.05) 4' x4' x1/4' BUCKET DET,4IL 4 5-5 5 C T I ON OF SHEETS SCALE: N.T.S. E SEMGO tHDS 26 (D)w/(6) I/4' DIAM.tAF'CONS x 3-I/2' LONG t0 'i O MASONRY WALL AND 14 10d x 1-1/2' NAILS TO TRUSS. SCALE: N.T.S. 5-5 CAPACITY G4645'U■2215'(DADE APPROVAL 95-0618.15) PROJECT No.: CADD FILE: