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00-0496-037 W ? W J W J REVISIONS: Q = Q W S W FOR COMMON FLOOR TRUSSES USE ONE A E COUNTY 9-�-� Q = Q HUGHES OTC $TRAP w/9-10D x 1-1/2' Q Q U D TO TRUSS 4 10d x 1-1/2' TO SEAT PLATE Q FOR FLOORCIDERSTRUSSES USE TWO CONCRETE BEAM 5CNEDLILE 0 -05.00 W MAP ! � --� � � TO TRUSS 4 I0d xi-IR,TOSEAT I- A. MIN PLATE 1 :rw.l w�; ' .�� >v'y ` _ 1 (WN/ REINFORCEMENTS 1 �'-___ ., i c:; 4-'^r .. ---- .r^"r 1.- > ' , w> d.� E•I ,s.r i i 0 1 l� W uuuha...uu ..... 1 wL Q � �D/4G'�P SLYEWOGOE DIAPHR AGM AGM w/ IO N IL$ ' oc.j � S7tW PS RcTApC5 IN T.SUPPOR T S AND 4 oz.AT PANEL 06QI� 01A . w.......... w,...,..,u ......._............... rd0 r - - - - ELEv.= +1(d-0 PLYWOOD SHALL BE GLUED W/ ADHE51vE5 uu w J w - EACH SIDE OF OPENING. ' 1 MEETING REQUIREMENT$ OF AFG-01 (TYPICAL). ~ w � � "- � : ADD 2 91 REfNF. BARS 1 TB-I A 9'-8' 8' 12' 2.5 - 1-5 - t tool 1 ' SEE NO $BELOW..:......:... ............. - - - ,p - _-........; - _°.> : �� TO.TIE AM M . j E EL a - _ ^: 1 i _. .. ..._...: -- -..--....--. - :.......- -... ..}r...:....�...- >�---.. - .......:.........�'-...... - ELEy.= «9'-8' TB-2 A 18 0' 8' 12' 1 5 ENO E$BELOW .. ..... ... .... 2 � � SE r out cV3 t� CIA - dw i ';b 1 ` ABOVE `' I TB-1 PREFAB ENG.WOOD f '- { RB A VAR 8' 12' _ cn ABOVE ! ABOVE 1 TRUSSES 24 0z. u .s 1.5 2-5 SEE NOTES BELOW �...7 i B. 4 .......................\..........................:......-..-... �-1 B-1 B 9'-8' 8' 36' 2.5 4-5 Z-01 a 12' O.C. it z B-4 � B-4 i � 1 � � �.. x. SFB-IB `� ►--� �-+ 1 i I 1 SFB-B PROVIDE 2'x4' PT BLOCKING 13ETWEEN O _ CZ _ _ I 8F8-IB t B-2 B 1.5 BELOW T t EACH TRUSSES.FASTEN BLOCKING �3ELOW 1 BELOW t = f w/(3)3116' DIAM.TAPCONS x 3-1/2' LG. TO Ci�l B•3 B 9'-8' 8' 2f�' 2.5 2- -'1 +� `-� I I G=19890 I i j I j ! AND (2)10d NAIL$ TOE NAILED +� EACH ENOS. 5 1 8 O.C. w i �+ 5-4 B 9'-8' 8' 12' 2.5 - 1-5 A 4-1/2' O.C. _ r t + + T � WOOD FLOOD' CONNECTION 01 FLOOR Aso 01 0 - : - (FERPENDICUL,4R TO W,4LL > 1 - 1 m 1 GIRDER I _ I I I $ _ O f 1 SCALE: N.T.S. 5-5 • • Lu ' _ SGI SCt 1 w 1 t =� _ + - --"t - - 4- m ABOVE PERIMETER NAILING I I I E i A OYE i # Od NAILS * Yo.c. • • U� R; G=5365" G=13,64" t ct I •1 I TB_I 3/16' DIAM X 2.15' LONG TAPCON SCREUIS s12 oc �, _A i I I 2X12 PT t000D LEDGER ATTACHED t0 CONCRETE TIE BEAM INTO MASONRY BLOCK N � _ -` t "' II 11 4 1 r-� - ' W/iR' DIAM X 5' LONG EXPANSION ANCHORS +�12' OG MIN EMB 3-I/2'. { _ FLOOR S-5 5-5 r- 1 BELOW O 10d NAILS +� O :.:: I 1 ELO L 6 o.c. BEAM I- - - __� _ INT. $UPCALS ELEv.: «�.0 U�H� T�I=�5 IIW t I 1 �x 1 I t I I I CONCRETE t3EAM NOTES: -.- ..-..... 70.TIE BEAM a-•--� Q s; L V•' + -8' 1. ARCHITECT TO REVIEW AND APPROVE a- -� S5 MANUFACTURER TO PRO+IDE I I - I I �. i 111 FO 2nd FLOOR TOP C ORD BEARING GI ER � ALL BEAM ELEVATIONS AND BEAM DEPTHS. A . _ ryes t_C2C.A� �:� re-I 2. TIE BEAMS SHALL HAVE (4) 03 TIES AT 12'o.c. W G=321480 LL I I I 1 AT ALL CORNERS, EA. WAY, AND 48'o.c. REMAINDER U� 1 t 1 r4"j-SRAdE 3. PROVIDE (2) 05 x 60' CORNER BARS,_ �--- _ _ _____+ _ _ - -----� - 2'x6' LA w 6' 0'o c 2'x6' Pt NAILER .t� TERAL BRACING - .I � �� BENT 30' EACH WAY ALL CORNERS. � W/ 3r;l6'DIAI"C x 3' LONG. cig � �I I Cs='18960 I M w/ 2-10d NAIL$ EA. TRU$$TAPCON * 12'o.c. - S 5 III III i ::,-:�.: � i t0 1 �� t � 1 PROVIDE 2X4 PT WOOD BLOCKING ATTACHED TO MASONRY WALL _ GENERAL T RU 55 AND WOOD NOTE 5 O Z t B-2 I $CI SCI I t W/(2)1/4'X2-314' LONG DIAM TAPCON SCREWS '' Q O .' . '. ....' __ _ _ -----L _ _ -----t- _ _ t _ _ _L _ _2 t4v LA ER_AL _BRACE ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS �`�_, REFER TO TRUSS C2 T- f ;� ALL GIRDER TRUSSES SHALL AT A MINIMUM NAVE 2 0 f3 FILLED CELL '"'✓ * 10' o. c. 8711. - ' 535 I t I t - DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY : :_ *5 10'>,0. c. TOP. w/ STD. ACI NO - 1- ' - 1 ' WOOD FLOOR CONNECTION BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING n tJ 2 1 ABOVE t 4 P,4R,4L L E L To UJ�4L L THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY. 78-I ABOVE a] .. .. .... .. . ........ I 300 IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING :� : - - - _ SCALE: N.T.S. g?g I i I I - _�. ...... ... ......: .. � . � : . : ; I ,, 1 1 AND GRAPHIC FORT'I ANY CHANGES AND MODIFICATIONS FROM • . ..... 1 AE30VE I BEL 1 8F8-IB 1 t (4) 3/4' DIAM. x 1' LONG J BOLTS ..... ARCHITECTURAL LAYOUT. FAILURE t0 DO $O SHALL VOID OUR I BELOW w/ 3' NOOK. APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS �.j M ........ .. .. .. .. .. ..... eD • #' MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON Mao 78F8-76 PRELIMINARY DRAWINGS SENT TO OUR OFFICE. 6 thk $LA BELOW B-4 C2 B-i CI 8' -- _ - CO B-I O ALL TRU$S t0 TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE ' 1.4 r- 05 12' C. TOP $C1 SG1 400 3/4' SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS $HALL BE CAPABLE w/ STD. G HOOK O g 750 OF WITHSTANDING A UPLIFT LOAD OF '150 L155. 3'xl ' PT WOOL? BEAM 1 -, WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS A$ „ _F„ ; 4:T�,:� �. ,:, :� YY ...![----.-----------------.................%�......- ..-..-..-................. .. .....-.-................ ....... -`�........:.... ... .......:--...:......... ......-.. ........... ..- . "Cfi 81:^' M : .. "`' :M:: '... ...... °_ ..:. -.-. ' ..:. .......... ................:-- -:.. - : .......__ ...... r?, SHDt�d ON STRUCTURAL DRAWINGS, $HALL BE PROTECTED OR PRESSURE TREATED � * EACH SIDE OF OPENING. 8 300 tg/32' EXTERIOR GRADE IN ACCORDANCE WITH AITC-109. MEMBER SIZES SHOWN ARE NORMAL UNLESS NOTED � z ADD ID OF O BARS U=500 PLYWOOD SWEATNING NAILED TYP. 1 G=400 5-5 g TO TRUSS S w/ 10d /4' $� OTHERWISE. W E t---........... .......................---------.....------...-------._.........-..._..-----------........ ...---- ............-............-:.......- ......... --------------- -----------....:-........ ...:........... .:...... .._Y;�..:=:...........-- ............................. NA1L5 , 4' o.c. a .. PLYWOOD ROOF, WALL AND CEILING SHEATWING ARE DESIGNED A$ DIA RAGMS AO (2) 2'x8' Pt WOOD LEDGER ANCHORED T�-P AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPT 29 OF THE Z TO CONCRETE BEAM w/ I/2' DIAM. 1/4' SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON ESE DRAW $. r�-� E., EXPANSION ANCHORS * 16' o.c. ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR TER u � cit SECOND FLOOR FfRA4 I INCB FLAN - ROY,4L I„IODEL BENDING $TRESS, Fb = 1,200 PSI (MINIMUM) f tx Cn E-' $CALE: 1/4' = I'-0' STEEL OLXiMN, YOUNG'$ MODULUS, E = 1,500,000 PSI 0 E a HOB d' CONCRETE FILLED U 3 VERIFY DIMENSION �HH BRACING NOTES: r� Z BUCKET SPECIFICATION: 3;1 ' FoRAI iEM NE R STEEL COLUi~'IN C�4P T,4I 1. CROSS BRACING SHOULD BEL AT N c\2 5 FOR 3 M D E L 6 LOCATE T O MORE THAN 5 -0 o c. c - ALL 344' TEFL 7HRU BOLTS t0 f3E AST11 A325. REPEATED AT EACH END OF BUIL AND AT 20'-0' INTERVALS. O k a - ALL 1/4' STEEL PLATES r0 BE AStM A36. 6' SCALE: N.T.S. 5-5 0 - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL 3' 3' 3' 3' 3' 3. 2. BOTTOM CHORD LATERAL CING SHOULD BE LOCATED AT NO MORE OR BETTER �' THAN 6'-O'oc. BOTTOM C LATERAL BRACING SHOULD BE CLOSE 4' - L FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. b BUCKET 51 - E C I f I CA T I ON: TO THE BOTTOM C PANEL POINT$ WHEREVER REQUIRED BRACE - ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' DIAM.BOLTS. G 7 IFr ITY M 4r SPACING PERMITS. 4V - FROM ND TABLE 838,ONE 3/4' DIAM. THRU BOLT IN ? - ALL 3/4' DIAM, THRU BOLTS TO BE ASTM A325. '- •© `'' 21, 3. CONTINUITY 130 OM CHORD LATERAL BRACING SHOULD 15E CONTINUOUS . 'r `- - DOUBLE E PEEP AL I '� '* - ALL 144' STEEL PLATES L BE ABOVE O B FROM ONE OF THE BUILDING TO THE OTHER S LOAD PERPENDICULAR t0 GRAM = 1330 LBS :r :a - ALL SPECIFIED MATERIALS ABOVE To BE EQUAL O AND HOULD OVERLAP 4� 4' OR(BETTER LOAD PARALLEL TO GRAIN = 2,550 LBS - I/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. AT LEAS ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2'x4' GRADE ® - WITH SHORT DURATION LOAD FACTOR CDs 133 NOT : A LUMBER, NAILED WITH A MIN. TWO 16d NAILS, IN ACCORDANCE .� '•�? o - ALL BOLT HOLES TO BE 1/8' DIAM. FOR 3/4' DIAM. BOLTS. USING 1.3 FACTORI330 LB$ x 13 = 1,129 LBS/BOLT - EXPANSION BOLT$ TO BE WILT[ KU)iK BOLL II. NOS CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE '• -° ' - ALL T E gp(,,T5 TO g� ASTM A32g 1 4' B�ICKET UPLIFT CAPACITY FOR Two MEMBER E STEEL COLUMN - ALL STEEL PLATES t0 RE A5TM A36. E 3/4' DIAM. THRU BOLT IN gEg 4' x 4' x 1/4' - ALL ECREO MATERIALS ABOVE TO BE EQUAL OR BETTER 4' FROM NO$ TABLE Aj - 1/4' FILLET WELD FOR ALL PLATE CONNECTIONS. �?' 12' . DOUBLE $I-EAREQUAL$: �^ - ALL BOLT HOLE$ TO BE 1/8' DIAM.FOR 3/4' DIAM.BOLTS. 4. LOAD PERPENDICULAR TO GRAIN = 1330 LBS BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT) WITH 80 NAILS � 4'oz, '''!•:a�.4, BUCKET D I I L - `L �WABLE FILLERS tUHEN REQWREDC.' I�� LOAD PARALLEL t0 GRAIN = 2,550 LBS Ag $H ON ROOF FRAMING PLAN. 3 - ALLOIUABLE 4Ei D 1M�2 LFt3S/BO T (MIN EMBEDMENT 4-Ir1') 4, - WITH SHORT DURATION LOAD FACTOR C0=1.33 p p� gp USING 1.3 FACTOR,1330 LBS x 1.3 . 1,129 L56/15OLT SEAL: SCALE: N.T.S. g_g - ALLOlU4BLEi�SRA30 A CONCRE7 3CIF_ tFpLBSL/BOLt (MM. EMBEDMENT 4-I/2') 41 BUCKET UPLIFT CAPACITY FOR TWO MEMBER: NOTE FROM-NOS TABLE UAl_ ONE 3/4 DIAM. T RU BOLL IN 1/4• 2'x6' PT WOOD NAILER CONTRACTOR SHALL COORDINATE DOUBLE SHEAREQUALS: ATTACHED /MASONRY AND VERIFY ID' OAD PE ICU ( GRAM = 133(0 LBS ALL DIMENSIONS WITH ARCHITECTURAL DWGS. 1 EOAO PAARR EL TO IN . 2,550 L13S STEEL COLUMN BLOCK w I/�' D XA11: F'LG �� -ww 7H URATION LpAD FACTp�CD=133 4' x 4' x 1/4' _ U�1NG I" 3 FACTOR 1330 LBS x 1.3 = 1,129 LBS/BOLT I•'� BUCKET SPECIFICATION: BUCKET DET,4IL 8 Roos TRUS , NCI-�o LEGEND ALL 344' TEFL 7HRU BOLTS TO BE A3( A325. BUCKET D E T,4 ( 1 g SCALE: N.T.S. 5-5 ATE 7 !../ L. D /28/2000 O - ALL 1/4' STEEL PLATES t0 BE AStM A36. ACTUAL ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL L HUGHES TC STRAP w/'3-100 x I-1/2' t0 TRUSS 4 1(�d x I-I/2' t0 SEAT PLATE 4. /4 BETTER SCALE: N.T.S. $-5 VIDE 2-16D NAILS U�- O STRAP CA AC1TY 13650(OADE APPROVAL 058-0111.03) BRAWN BY: A. D. p - 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. EACH CONNECTION. TYP CHECKED BY: C. D. 4' Q - ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' DIAM. BOLTS. 0 ONE HUGHES tC $TRAP w/9-10 x t!t' NAILS TO TRUSS PLUS ONE HUGE$ I2• FROM EC T UPLIFT CAPACITY FOR TWO MEMBER REQUIRED O TA 20 TRUSS A HOR w/8-f0C x 1.1/2' CAPACITY FOR CONNECTION „ 4' � � - FROM ND$ TABLE 838,ONE 3/4' DIAM. THRU BOLT IN SCALE: 4 - - DOUBLE SHEAR,EQUALS: ' ANCHOR 1365 + 1335 = 21 0 E 1/ 1 -0 4'3iy1, LOAD PERPENDICULAR TO GRAM = 1,330 LBS 2'x4' LATERAL BRACE TO. TIE BEAM 0 ELEV.= +9-8' B/E = BOTH END$ OF TW$$ O HUGHES RT 18112 w 14-10d NAILS UPLIFT CAPACITY 1126 � LOAD PARALLEL TO GRAM = 2,550 LB$ - UNO = UNLESS NOTED OTHERI,UISE (DADE APPROVAL '98-0111.03) 4' - WITH SHORT DURATION LOAD FACTOR CD=133 SHEET USING 1.3 FACTOR,1,330 LBS x 1.3 = 1,129 LB$/BOLT 2'x4' PT WOOD NAILER AT SAME G = GRAVITY LOAD ELEVATION A$ TRIM BOTTOM TB-I TYP = TYPICAL $EMCO THE)$ 26 w/ 18- d NAILS TO LEDGER AND 14 10d x 1-1/2' NAILS 1/4' CHORD ATTACH TO MASONRY WALL O TO TRUSS.CAPACITY G 2335'U=12850(DADE APPROVAL "95-0818.15) W/ 3/16' DIAM.x 3-I/2' LONG S - 5 STEEL COx 14 TAPCONS 0 lb' oz, SIMPSON HURRICANE CLIP HI w/4-8d NAIL$ 4' x 4' x I/4' BUCKET ID E T,41 L (D CAPACITY (U=490')(DADE APPROVAL 091-0101 05) 4 SCALE: N.T.S. 5-5 SECTION 6 $EMCO THOS 26 (D)w/(6)114' DIAM. TAPCON$ x 3-1/2' LONG TO OF SHEETS O CAPACITY WALL 45u.Z21�5*cDADE APPROVAL IL$ TO TRU59-o 1 1 ) SCALE: N.T.S. g_g 095 88.5 PROJECT No.: CADD FILE: