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00-0046-014 BEAM SCHEDULE TYPE SIZE TOP OF REINFORCMENT REMARKS V y W D T.B. ELEV. TOP BOTT, INT. TIES a N ISSUANCE FOR 3-1 8" 16" + 11'-0" 2 #5 2 #6 #3 TIES @ 6" O.C. ' B-10 8" 22" + 8'-6" 2 #5 2 #6 2 #5 #3 TIES @ 6" O.C. ROOF SHEATHING 5/8 !19/32)APA � RATED SHEATHING STAGGERED PANEL � B-2 8" 32" + 8'-6" 2 #5 2 #6 2 #5 #3 TIES @ 8" JOINTS. NAILS 101) 0 V O.C.TYP. ❑BIDDING SET ONLY O.C. 5" � ❑CONSTRUCTION SET ONLY 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)1 6d NAILS EACH ENDS B-5 8" 16" + 11'-10' 2 #5 2 #6 #3 TIES @ 12" O.C.PROVIDE 2 #5 DIAG. BARS AT EA. SIDE OF ARCH. ❑BUILDING PERMIT SET ONLY a (2)16d NAILS EACH MEMBE 4 B-6 8" 12" + 13'-0" 2 #5 2 #6 #3 TIES @ 12" O.C.PROVIDE 2 #5 DIAG. BARS AT EA. SIDE OF ARCH. � � 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 REV2 9-10d TO TRUSS - CAPACITY = 1365# REV3 RB 8" 12" VARIES 2 #5 2 #5 #3 TIES @ 12" 0.O.C.PROVIDE 2 #5 DIAG. BARS AT EA. DIRECTION CUSTOM GIRDER TRUSS ANCHORAGE SEE DTL. 3 SHT. S-3 TOP VIEW 2 x 4 CONT.LATERAL WOOD BRAG 2x4 TOP CHORD j 3 MEMBER GIRDER TRUSS NAILED TO BOTTOM CHORD MAXIMUM BLOCKING,SEE PL � TB 8" 12" 8'-6" 2 #5 2 #5 4 A TIES @ 12" O.0 ENDS & COLM. BAL @ 48" O.0 V SPACING AND AS REQUIRED BY TRUSS a 48' O.C.� 30 CUSTOM BUCKET DETAIL AO 3/8' STEEL PLATES (2) 3/4" T14 B TS (4)3/4' DIA. x S' EMBEDDED MANUFACTURER,a S'-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 EXP. BOLTS RED HEAD WEDGE TB-2 8" 12" 11'-0" 2 5 2 6 4 3 TIES @ 12" O.0 ENDS & COLM. BAL @ 48" O.0 UPLIFT CAPACITY = 7.8 K 11 ilia 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 @ 12" O.0 ENDS & COLM. BAL @ 48" O.0 UPLIFT CAP.= 1002 LBS. 1/4' STEEL PLATE'$ _ � O AFFIX SEAL HERE PL 8" 8" VARIES PRECAST CONC. LINTEL. EXTEND 8" MIN. EA. SIDE OF OPENING. O5 HUGHES DTCQ9 (+) TA16 ® L12 �kb c 1 -�- _ UPLIFT CAP.= 2367 LBS. m m 2 ° 8 ® m O ROOF NOTES: 12" 5"C� /^ * III �+ SEAT\ / I'1. TRUSS MANUFACTURER SHALL SUBMIT DRAWINGS FOR 12. EXTEND THE MAIN ROOF SHEATHING UNDERNEATH THE 1501�'ETRIy OIV� YI W III Y I W n PRE-FABWOODENGINEERED NGINEER REVIEW PRIOR TO FABRICATION VALLEY SET TRUSSES, ALSO ANCHOR EACH END OF THE 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 (OVERLAP.8 SPLICES) 2. HATCHED AREAS DENOTES VOLUME CEILING. WEDGE" ANCHORS @ 12" O.0 MIN. EMBEDMENT=3-1/2" CL 13. ALL BEARING WALL OPENINGS SHALL HAVE (TYP) DETAIL "All II SCALE: 1-1/2"=1'-m' 5LOCKING DETAIL � 3. G.T. DENOTES GIRDER TRUSS BY MANUFACTURER (2) 2 X 12 HEADERS (TYPICAL UNLESS NOTED) DETAIL r N WITH 19/32" PLYWOOD IN BETWEEN. g 4. FRUSS MANUFACTURER SHALL VERIFY ALL KNEE HEIGHTS 14. ROOF PLYWOOD 5/8" (19/32") APA �1 a 5. REFER TO TRUSS MANUFACTURER ENGINEERING DRAWINGS RATED SHEATHING STAGGERED PANEL 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 16 z WIND BRACING PLAN PREPARED BY STRUCTURAL AND ENGINEER ALL WD. TO WD. CONNECTIONS ENGINEER AS PART OF THIS SET OF DWGS. 16'-0" ( BLOCKING) 6. ALL BRACING TO BE 2 X 4 HEM-FIR OR EQUAL WITH A SEE DETAIL W NINIMUM FIBER STRESS OF 1,000 P.S.I., NAILED TO EACH NOTE:PROVIDE 1/2" CDX PLYWOOD AT �I IQTERSECTING 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 7. FROVIDE METAL HI-HATS AT 16" O.C. ATTACHED TO THE CONNECTOR "2" UP=.95 K UP=2.30 K LNDERSIDE OF BOTTOM CHORD CONNECTOR "1" CONNECTOR "2" TB 8. PROVIDE 2 #5 X 2'-6" X 2'-6" CORNER BARS AT EXTERIOR RCE OF CONCRETE BEAM PL, m V �+ • . II I- - -I - - -I- - -L - - - - 1PL _L J _ _ L � - - - - -I - - a- _-I II I C\ r , 9. GIRDER TRUSS TO HAVE CONNECTIONS AS • • • • • • • ° • I T� Ij- • 17'-60 BLOCKING g �./ II`DICATED ON ROOF PLAN. NO _ _ SEE DETAIL�10. f2"JOF TRUSSES LOADING: RG=3.88 K `= a RG=3.4 K II I I I I I I I I I I UP-1.9 K DEAD LOAD 25 P.S.F. - UP=3.88 K _ 9 TOP CHORD = 15 P.S.F. II I I I I I I I I I I I I I I CONNECTOR '5' CONNECTOR "2" CONNECTOR "2"BOTTOM CHORD = 10 P.S.F. I I I I I I I I II �i I I II III I I TB-1 RB=1 -6 TB-2 LIVE LOAD = 30 P.S.F. 1� � � � I I I I I I I Z TOTAL = 55 P.S.F. II I I I I I I I I I I I I I AS-PER ASCE 7-95, 110 MPH EXPOSURE C I I _ _ _ _ 04 i MEAN ROOF HGT. < 17'-0" ROOF PITCH 5:12 _ _ _ _ _ I I I I I I I I I I I I I I II - - - - _ - - - - - - - - - - - - - - - ^ - - - - - - o I- T I I I I I I I I I I I I I I I I� B-1 I I I I I ' I I I I I �1 -I 2x4 a 48 0l I PL / ZONE 1 = 30 P.S.F. NET _ L _ _ L 1 _ _I ( II 1 O I I I • • • • • • RJ=495 # I I 11- rt - - I- - - - - -I- - - - - -f - - I- - - -t - - I I _ -� II ° • • ZONE 2 = 54 P.S.F. NET = 2 4' BOTTOM CHORD BF2ACING W/16 NAILS ( P) I I I T 1 _ I 1 - - _ _ -L - .-L L - � - - 1 _ _L _ A _ _ 1 _ -L A 11 OPEN TERRACES = 65 P.S.F. NET UP-270 # I I 11- - - - -} - - - -I- I I I I II I I I I 11 I I I - -} : CONNECTOR "1" I I II I I I I I I I I I I 1 I I I II I I Im I I I I I I I II I I I I I I I I I 1 I 1 I I I I I I I I I I I I I _ - -I- - o I - N I I III I I I I I I I I I i _ ,� . . - -i- - - - - �-- -I�I � I I I I I II I 1 I I I I I I NOTES: II 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 II 04 � � I I IL� J. _ _ 1 - ` 1. PROVIDE 4 #3 TIES @ 12" O.C. AT CORNERS AND AT EACH - - -I- - - - - -� -1I W 1 I I I I I I I I I I I I I T B-111 -I- - - - - I- - I (n I .. ENq BALANCE @ 48" O.C. 0 1 I _ _ I _ _I_ _ _ _ - i 1_ _ _ _ I _ _I_ _ - _ I _ _I- I I I I I I o I a z W I II �_ I I I I I I I I I I -. _ _ ..}_ _ _ _ _ _ _ _ _ _ _ • 2. COIL. BEAM DEPTH OVER DOOR WINDOW OPENINGS MAY I IF 7 T I - _ � C� / I I I I I I I I I I I I I II I II- - I- - - - - � - t� AS PER MFR. DOOR/WINDOW HGT. (FRENCH OR _ I I 11 I I I I 1 I I 1 I I I I U_ A A 1 SL NG DOORS AND WINDOWS UP TO 3" DEEPER) (- 71 I I I I I 1 I I I 1 1 I 1 I I II I 1 I I I 2'[ X 4 �OTTOM I CHORID BRACING W�16 NA14S (TYP) I I 11 t - ��l I p � SLID o 3. SPLCING 18" AT STRAIGHT RUNS AND 30" AT CORNERS I I II I I I I I I I I I I I I I I I II I 1 I I I I I I I I I I I I I II I o II _ I - -0 _ I _ _ N g pq - - - 4. ALL TIE BEAMS SHALL HAVE #3 TIES @ 6" O.C. OVER OPENINGS - _ -I_ - - �- - I I- - - - - � 1�= - - ==T===f= - -r- - -I- - --f - - -I-' - -1- - --f - I I - - a _ - - -1- - T- 11 I I 12" X 4'f BOTTOM CHORD BRACING W, 16 NAIL S (TYP p I I W 5. PRECAST CONC. LINTELS TO BE DADE COUNTY PRODUCT APPROVED 1 I � 1 1 II � 1 I I I I I I 1 I I I 1 I I I I 11 I � I� FOR SPAN AND LOADING REQUIRED. SUBMIT TO ENGINEER AND CITY I I 11 I I I I I 1 I I I I I I I I 1 1 I I 1 I I I II- - - - -�- - •d- I I cn ' FOR APPROVAL WITH 2 SETS OF NOTICE OF ACCEPTANCE(N.O.A.) I � M I I I _ I _ _ I _ _ I _ _I_ I I I I I I I I I I I _°� I I I 1 I I I I I I I I I I I I I I I I I I I g � -�C . R S RE 17-88 � _ I I I II I I 1 I I I I 1 I I 1 I I I I I I I 1 I � I I I I I 1 11 I I 1 ,. I, II I - - - - -I- - - - - -H- - I I Q STRUCTURAL CALCULATIONS ON SHTS. S-1 AND S-2 I I II ( I I I I I I I 1 I - 12 X 4 BOTTdM CHOP D BR�CING IW/16 NIAILS (TYP) 1 I I w 11 I I I I II- - J - �- - I- - I - - - - - - - - - - Fr I- - -I- - -I - - I- - - - -I- - -} - - - - -1- - - - -I- - -I- I c-' RG= .00 K I I I I I I I I I I I �- - - - - _ - - F 00 - - - - - - - I I I UP= .7o K I I I I I I I I II I I I I I 00 I = = =1- = = L _ I I I I I I I I I I I I II I I GIRDER TRUSS I I I I I - - - - T8_2 v� PL I I I I I It- - - - Q ALL VERT. BARS TERMINATE II I I I I I - TR SS C NNECT R � r� a W/ STD. HOOK B-2 TB - - - - - - - - - - - II I I I I I HU HESUH 28 10 I I I ( I II _ _ _ _ _ _ _ _ W I 1 DA E CO NTY N A.98.1 16.07 I I I I I 11 1 G= .4 K RT-660 # REFER TO ROOF PLAN FOR II _ _ _ ._ I - I - - W/14- 1d NAILS © LEC�GER I I I I II t • ON ECTOR "2" CONNECTOR "1" CD F TIE BEAM ELEV. �j I I I 5- 16d AILS @ TRUSS. 1 a o 80 X G „ I' I RG-3.30 K RG=3.00 K - _ - - - - - _ _ r + I I ( I 1 I I I I I o 12 MIN. CONC. STUB UP=1.70 K MI 1 I I N c„ I I UP=3.30 K / I I I �..� COLUMNS WITH 4-#5 VERT. -�- . . . . . . .... . . - - -4 - - CONNECTOR '5' I 11 1 I 1 " IX 4" BOTTOM CHORD EIRACINGI W/161 NAILS I c`ri HOOK INTO TIE BEAM AT CONNECTOR "2' m / -- I- - - - -I 1 11 Uj TOP & BOTTOM I 1-#5 VERT. FROM i I i F _ _ - _ _ / I I- - - - I- - - - - _ - _ - _ - )-I I I I RE v q� COL. BELOW CONT. I I W + �(, REFER TO ROOF PLAN FOR I I I THRU STUB COL. & CU T TOP OF TIE BEAM ELEV. - - - - - - HOOK INTO UPPER I I // I I m � // I- -+ - - _ - -1 J� TIE BEAM i i / / / I I IB-3 CL W _ „ i i // / I I 1 La" LE GER I I I I I I I fi N 00 8 X 12 MIN. TIE I / II' 1 I BEAM WITH 4-#5 / / // I I I I I -- _- • - - I I I HOOK TOP BARS I I I I • - - - - - RG-10.9 fe - - I I I I II - _ _ I I I I / - I uPk6.6 K I " I I I I I I I ,�-, o c�, 8" X 12" MIN. TIE I i i VERT. REINF. IN i I i / // I I I I �f' - - - - - - - - CONNECT0�2 3" I - - I- - -I -I 11 I 1 es r� r--� in z v BEAM WITH 4-#5 MASONRY GROUT a � I ; I ; j• _j HOOK TOP BARS I I FILLED CELL HOOK I I 3 ME BER DER US I I w o a I i I i INTO UPPER TIE I 1 i S • _ _ _� _ -- 1- -_ _ - 1= _ C3 I I BEAM (SEE PLAN I I / T - - - - - - - - - - I - RG=8.60 K Ir U I I I I I II R -1. 1K -1 - - - i cu I I I I FOR NUMBER OF I I I R 1 I I I I I UP=6.25 K - i �, I P=1. 3 K 1 1 I I I 1 . CONNECTOR "2" W J I I I I #5 BARS) i i B_5 - - CONN CTOR 2 • • o d o •° I CD cv -1-I - I I I I I I I 1 ����������� • RG=5.89 K _ _ • cn CD A UP=3.62 K t _ a �����00�� w i 4 o = CONNECTOR "3" I I 6 A DETAIL N.T.5. B-3 � TB-2 a e-s TB-2 cc CONNECTOR cu Leo Llanos, F.E. w a Consulting Structural Engineer ;,� 4 w 18495 South Dixie Hi wa # 337 305 378 6916 Leo os-P>, � R 0 0 F P L A N 1 /4 g y� c Fla. rr 33;,17 •••: os''•;; CD U H Q] Miami Florida 33157 �p r. 4l� Hf C or L[l CD CD yi w u CD ' 4E OF of ?7 as -- - w � ` I