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00-0497-038 FOR COMMON FLOOR TRUSSES USE ONE --- _ REVISIONS: W z W I j ? ij HUGHES OTC STRAP w/9-100 x 1-1/2' 0 Q = Q Q z Q TO TRUSS 4 10d x 1-1/2' t0 SEAT PLATE ©C 5E AM _- - DADE COUNTY S-f05-m0 Q o Q Q H�ES OTC STRAP w/9 0D xUS/2' ,EA. CONCRETE BEAM 51C--PE�?QL- - TO TRUSS 4 10d x 1-1/2' t0 SEAT PLATE - - - A 10-05-00 y- _I _1 W REINFORCEMENTS A34-02-01 80C 1J1 i 3/4' PLYWOOD DIAPHRAGM w/ ICd NAILS 40 6' oz. _w ^- Q O 1 10 INT.SUPPORTS AND 4' oz.AT PANEL ' 5LC-)r� ' E:)`AF-1"`�''`"� E� ��� °'I"�'I{�'��� - � EDGES, EDGE BLOCKING 2'NOMINAL. � ~ ''" �- w_ �3 StiRR�1r'S R�i'1ApG5 ;�v 106 N41La �' �. `-� �,, 0� NAILS �>" :^.r, � 1 -1 ELEvL�I�'-(d' PLYWOOD SHALL BE GLUED W1 ADHESIVES � � � } ►�- � c] � :0:u '- :° t.,,J o MEETING REQUIREMENTS OF AFG-01 (TYPICAL), w w _ O Q O 1 ADD 2 "1 REINF. BARS 1 0 EACH SIDE OF OPENING. 1 ............... - 1 ELEV 89'-8' " T8-I A 9'-8' 8` 12' 2-'5 2-°5 SEE NOTES BELOW A i ......----.....---------......----- - ..... ..........................................-•-----................................................. .............---•------ : c� , -- TB-2 A 18-0 8' 12' 2-05 1-'S SEE NOTES BELOW Q 1 - PREFAB ENG.WOOD 7�1 U 1 TB-1 TRUSSES 24'oc. .E �:� RB A VAR $' 12' 2-15 - 1-"5 - SEE NOTES BELOW �..� 1 I O N N j ABOVE ABOVE N cn ABOVE 1 4 "5 j B-4 B-4 TB-I B-4 1 B-I B 9'-8' 2-"5 2-"1 0 12' OZ. 'Q+ fit s i PROVIDE 2'x4' PT BLOCKING: BETWEEN ZA B-1 B 8' 1 ' _ O 8F8-IB 8F8-IB 8F8-1B EACH TRUSSES.FASTEN BLOCKING 9-8 6 2-"5 2-'11 6 O.C. 1 I I _ I _ I C2 _ I I w/(3)3116' DIAM.TAPCON$ x 3-I/2' LG.TO CMU 1 t BELOW BELOUT t T BELOW T AND (2) 10d NAILS TOE NAILED EACH ENDS. B-3 B 9'-8' 8' 20' 1-"5 1-'S 2-01 I I I 1 I I I I III I G='1989" I I WOOD C 1 m i _ i _ i _ i _ 1 _ i _ i WOOD FLOOR CONNECTION B-4 B 9'-8' as 12' 2-"5 - 2-"5 4-1/2' OZ, (PERPENDICULAR TO WALLS I I S-5 1 } + - + - -1 - + - + - -1- - t SCALE: N.T.S. 5-5 1 750 Q 1 0 2 1 0 Q2 I I O FLOOR III I 16 I O - PERIMETER NAILING 1 1 lip I I GIRDER I cn I I m O a--� _ 1 _ 1 A 10d NAILS 6 3'oz. ' ' 1/4' DIAM X 2.'15' LONG w i 1 5G1 1 SCl 1 1 TAPCON SCREWS w/ WASHER w I I w 1 I I I 2X12 PT WOOD LEDGER ATTACHED TO CONCRETE TIE BEAM 6' oz. INTO MASONRY BLOCK ABOVE + - �- - -1- - + - 1 -I- - I- W/1/2' DIAM X 5' LONG EXPANSION ANCHORS 612' OC MIN EMB 3-1/2'. ® I ABOV I 1 = I I FLOOR w TB-I I TB-I I m 1 X G=131 44" 10d NAILS A 6'oz. ELEV.a +10'-0' b G=5365" 4 r- I I INT.SUPPORTS TYPE-A n'pE-B -I - II 11 - --y-- - - --l- - :® ` (TYPICAL) o D 8F8-IB G2 I SFS-IB w 1 ti 1 4 TO.TIE BEAM t; ELO _ - BELOW - 1I- -- - - S-5 S-5 I - - --1- - • ELEV.- +9'-8' BEAM i YI G5 ;X-4 ::.:. �— tit I I .9 I lY IY � �3.. `�} CONCRETE BEAM NOTES: 1 �4 I I 6-1 }, TB-I - a•� Q I I I I x w If w 1. ARCHITECT TO REVIEW AND APPROVE l � I I I :.� 1 - 113 ALL BEAM ELEVATIONS AND BEAM DEPTHS. I 2nd FLOOR � TUSS MANUFACTURER TO PPROVIDE ELEV.-- +10'-0' 1 T CHORD BEARING GIRDIER ; .......................................... THIS LOCATION_ f _ 2'x6' LATERAL BRACING 6'-0'o . 2. TIE BEAMS SHALL HAVE (4) "3 TIES AT 12 o.c. w _ OI I I 1'O I i w/2-10d NAILS EA TRUSS AT ALL CORNERS, EA. WAY, AND 48 o.c. REMAINDER w I I I 1 J -� G= 248" 5-10 3. PROVIDE (2) "5 x 60' CORNER BARS, �- 2 4' X- RAC I I ®: I w w U� CrJ -- I 1 1 PROVIDE 2X4 PT WOOD BLOCKING ATTACHED TO MASONRY WALL BENT 30' EACH WAY 0 ALL CORNERS. - �- - - - - - L_ - - - - W/(2)1/4'X2-3/4' LONG DIAM TAPCON SCREWS n, I I I I 6 I I ® 2'x6' PT NAILER I I Q ICs=,896" w/ 3/16'DIAM° x 3' LONG GENERAL tI� 'I I tC C� TAPCON 12'o.c. GNGRAL t 1�U55 AND WOOD NO I GS o ►-, I I 1 1 I I T— - - �-- -_ - —r- - - --r- - e Q S-5 I I I 1 SCI SCl I B_2 1 ` ¢ REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS __2 AT_E_RA_L B_RA E _ 1— _ I � _ �— _ CC 3 ! WOOD FLOOR R CON G C T I ON DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY _ _ _ _ _ ALL GIRDER TRUSSES SHALL AT A MINIMUM NAPE 2 " 5 FILLED CELL ........................_:� 1 -- c2 O F O N S 0 10 0. c. B'I'M. ' P,4 iz,4 L L L T O UJALL f BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING 1 1 S-5 1 - 2 THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY. -1 -1 '1 -i I ' o. c. TOP. w/ STD. AEI H K I I I I I 300 f - ABOVE j I p �Yii SCALE: N.T.S. 5-5 1 IT 15 YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING ABOVE TB-I AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM I _ p j ;� /'r'%% ® "" ARCHITECTURAL LAYOUT. FAILURE TO DO SO SHALL VOID OUR I I ..... 8F8-1B 1 A E B LOW 8F8-1B � APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS .. BELOW ..... ........ ................... ................. S AND UPLIFTS ON � ���� MANUFACTURER SHALL ALSO LABEL ALL LOAD �CO ' '/ ' '® PRELIMINARY D INGS T TO OFFICE. _ _ _ f ' ' ' 1 RAW SENT OUR E. CO CI B'1 Cl B-i C2 B_4 8F8-IB " 12' o. c. rEt`hP. •thIc. SLAB CI ALL TRUSS to TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE m '-� __— BELOW (4) 3/4 DIAM. x , LONG J BOLTS �+ 400 "5 12' c. TOP w/ 3' HOOK. SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE C/] Zvi •- 750 SCl SCI OF WITHSTANDING A UPLIFT LOAD OF 150 LBS. ►� � W 6 w/ STD. I HOOK N W AND At OTHER LOCATIONS AS w z W 3'x12' PT WOOD BEAM g� WOOD 1N CONTACT WITH CONCRETE OR MASONRY, , _ SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED ..�.•» /.t ... I `• _•.. !..' ,;r... ......... ..... ............ ,( :............... -: .............. � t 3/4' IN ACCORDANCE WITH AITC-109.MEMBER SIZES SHOWN ARE NORMAL UNLESS NOTED 19/32 EXTERIOR GRADE �+ PLYWOOD SHEATHING NAILED 300 8 ADD 2 "1 REINF. BARS U=500 OTHERWISE. W a TO TRUSSES w/ 10d 5 5-5 G=400 �' EACH SIDE OF OPENING. PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGMS a ­!4 A NAILS 4 c � • -�• 2 .. .....................------------...........-------------------------'----------....................................................-----.....................----•---------...------------......----------------'-------------------'----.............---...............---.....-----..-......_................---......... ------------..................................-.....---......................................-----.....------------.......................----......--------.............................................................------------------------........................ '!' AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 29 OF THE � � O O C�2 (2) 2'x8' PT WOOD LEDGER ANCHORED `� � Z 04 r- TO CONCRETE BEAM w/ 1/2' DIAM. SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS. r�� F., ,n • TYP. g' ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER � Q EXPANSION ANCHORS �+ 16 o.c. 1/4' BENDING STRESS, Fb = 1,200 PSI (MINIMUM) a+ cn E"' ' 4 S 1=C ON D FLOOR FRAMING P L,4N - ROYAL MODEL TYP YOUNG'S MODULUS, E a 1,500,000 PSI � b SCALE: 114' = I'-0' 1/4' 3� BRACING NOTES: Z VERIFY DIMENSION WITH �+ 3 BUCKET SPECI�IC,�tION: TRUSS--1/21 FOOR EMBER R 1. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 5'-0'oc. Q 5' FOR 3 MEMBER STEEL COLUMN REPEATED AT EACH END OF BUILDING AND AT 20'-0' INTERVALS. 4 - ALL 3/4' DIAM.THRU BOLTS TO BE ASTM A325, 6• 4'x4'xl/4' �}+ p, - ALL 1/4' STEEL PLATES TO BE ASTM A36. 3' 3' 3' 3' - CONCRETE FILLED 2. BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL 3 3 S T E E L COLUMN C A P DETAIL THAN 6'-0'oc. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE OR BETTER TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE 4' � - 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. � a SCALE: N.T.S. S'S SPACING PERMITS. - ALL BOLT HOLES TO BE 1/6' DIAM.FOR 3/4' DIAM.BOLTS. g, 12� 4' BUCKET UPLIFT CAPACITY FOR TWO MEMBER: C QC C q 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS 4, - FROM NOS TABLE 838,ONE 3/4 DIAM. THRf BOLT M �r b BUCKET jl _ GCIf IC,`1TION; FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP - DOUBLE SHEAR,EQUALS: Q LOAD PERPENDICULAR TO GRAIN = 1,330 LBS `� -- �� - ALL 3/4' DIAM.THRU BOLTS TO BE ASTM A325. 1 AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2'x4' GRADE 4' LOAD PARALLEL TO GRAIN = 2,550 LBS - 1/4 NOTE: - ALL 1/4 STEEL PLATES TO BE ASTM A36. MARKED LUMBER,NAILED WITH A MIN. TWO 16d NAILS, IN ACCORDANCE - W17N SHORT DURATION LOAD FACTOR CD=133 �1CL EXPANSION BOLTS t0 BE HILt1 KWIK BOLT II° Q - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL A -- USING 1.3 FACTOR,1,330 LBS x 1.3 : 1,1215 LBS/BOLT � � 1 WITH NOS CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE a - STEEL COLUMN - A�� SPECIFIED MATER BE ASTM TO BE EQUAL OR BETTER - 1114'FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. TRUSSES. ••.. 4' x 4' x I/4' - 1/4' FILLET WELD FOR ALL PLATE CONNECTIONS. 0 - ALL BOLT HOLES t0 BE 1/8' DIAM.FOR 3/4' DIAM.BOLTS. 4. BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT) WITH 8D NAILS 9 4'o°c. A - ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' DIAM.BOLTS. 4' BUCKET UPLIFT CAPACITY FOR TWO MEMBER - USE PLYWOOD FILLERS WHEN REQUIRED. AS SHOWN ON ROOF FRAMING PLAN. Q { �/C - ALLOWABLE ��,��,,PITY Lp,gp��5 CIF(ED gpLT (MIN. EMBEDMENT 4-1/11) 4' - FROM SHEARL,EEQUAL ONE 3/4 DIAM. THRU BOLT M i.. U C<E T DETAIL 3 I�FILLED 1'1ASONRY = 2,i25 LBS/BOLT 0 LOAD PERPENDICULAR TO GRAIN = 1,330 LB$ SCALE: N.T.S. 5-5 - ALLOWABLEI�S W401 ARCFR0?T SPEC IF_I�QLBOL9LT (MIN.EMBEDMENT 4-1/2') AN LOAD PARALLEL TO GRAIN = 2,550 LBS NOTE: SEAL: BUCKET UPLIFT CAPACITY FOR TWO MEMBER: B5 4, �� - WITH SHORT DURATION LOAD FACTOR CDs 1.33 CONTRACTOR SHALL COORDINATE AND VERIFY - FROM N06 TABLE 835 ONE 3/4' DIAM.THR BOLT IN USING 13 FACTORI,330 LBS x 13 = 1,129 LBS/BOLT 4'3/4, - DOUBLE SHEAREQUALS: 4' ALL DIMENSIONS WITH ARCHITECTURAL DWGS. ESAD PEERP��pp1 LAR T&GRAIN = 1,3 LBS 2 xb PT WOOD NAILER AO PARALLEL0 GRAM : 2,550 LBS ATTACHED /MASONRY is -WITH SHORT DURATION LOAD FACTOj?CD--1,33 BLOCK w/ I/4' DIAM, tAPCONS USING 13 FACTOR1,330 LBS x 13 a 1,1 9 L5545OLT STEEL COLUMN 6 12' oz. x 3-1/2' LONG. � 5UCl/E T 1.1p BUCK t SP�CI�IC�TION: 4' x 4' x 1/4' �--�CC i� ROOF �'RU55 ANCHOR LEGEND - ALL 1/4' DIAM,THRU BOLTS TO BE ASTM A325. 5UCKE T DETAIL PROVIDE 1-160 NAILS ;: CAE N.T.S. Sg5 ACTUAL HUGHES DTC STRAP w/9-100 x 1-1/2' TO TRUSS 4 10d x 1-1/2' t0 SEAT PLATE DATE: 7/28/2000 p - ALL i/4 STEEL PLATES TO BE ASTM A36. 5 BEACH CONNECTION. TYP UPLIFT O STRAP CAPACITY 1365"(DADE APPROVAL "98-011103) - ALL SPECIFIED 41 OR BETTER MATERIALS ABOVE t0 BE EQUAL SCALE: N.T.S. S-5 �j'I.tCK T [DETAIL s • DRAWN BY: A. D. - 1/4 FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. 2x4 LATERAL BRACE • O ONE HUGHES OTC STRAP w/9-10 x 1/2' NAILS IT TRUSS PLUS ONE HUGHES CHECKED BY: C. D. 4' p - ALL BOLT HOLES TO BE 1/6' DIAM,FOR 3/4' DIAM.BOLTS. SCALE: N.T.S. S-5 REQUIRED Z TA 20 TRUSS ANCHOR w/ 8-10C x I-I/2' CAPACITY FOR CONNECTION 12 �Z BUCKET UPLIFT CAPACITY FOR TWO MEMBER: ANCHOR 1365 } 1335 = 2100' SCALE: 1/4" = V-0" 4' - FROM NOS TABLE 835,ONE 3/4' DIAM. THRU BOLT M HUGHES RT 16112 w/ 14.10d NAILS UPLIFT CAPACITY 11260 - DOUBLE 5HEAREQUALS: B/E = BOTH ENDS OF TRIM O3 (DADE APPROVAL '�38-011103) ¢ LOAD PERPENDICULAR TO GRAIN a 1,330 LBS UNO = UNLESS NOTED OTHERWISE LOAD PARALLEL TO GRAIN = 2,550 LBS TO.TIE BEAM G = GRAVITY LOAD SHEET 4' - WITH SHORT DURATION LOAD FACTOR CD=133 �, ELEV.= +9'-8' TYP = TYPICAL O SEMCO THDS 26 w/ 18-16d NAILS t0 LEDGER AND 14 10d x 1-1/2' NAILS USING 13 FACTOR,1,330 LBS x 1°3 = 1,129 LBS/BOLT 4 t0 TRUSS.CAPACITY G=2335"U=1285"(DADE APPROVAL n5-0818.15) 2'x4' PT WOOD NAILER At SAME 1/4' ELEVATION AS TRUSS BOTTOM TB-I 51MP50N HURRICANE CLIP HI w/4-8d NAILS S - 5 CHORD ATTACH TO MASONRY WALL O CAPACITY (U=490")(DADE APPROVAL «b1.010105) STEEL COLUMN w/ 3/16' DIAM,x 3-1/2' LONG 4' x 4' x 1/4' f 5UCKE T DETAIL TAPCON5 6 I6' oz. � OF SHEETS 4 O MASONRY WALL (AND 14 10th/x 1--1/2' NAILS TO TRUSS. LONG TO SCALE: N.T.S. S-5 SECTION -1 CAPACITY Ga2645•U■2215•(DADE APPROVAL n5.0818.15) SCALE: N.T.S. 5-5 PROJECT No.: CADD FILE: