00-0045-011 ROOF PLYWOOD 5/8" (19/32") APA
RATED SHEATHING STAGGERED PANEL
JOINTS. NAILS 10D ® 6" O.C. TYP. � ISSUANCE FOR
2) I6d NAILS EACH ENDS
❑BIDDING SET ONLY
(2) 16d NAILS EACH MEMBER ❑CONSTRUTON SET ONLY
• ❑BUILDING PERMIT`SFT,ONLY.
BEAM SCHEDULE
RETYP2 x 4 CONT. LATERAL WOOD
3
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T.B. ELEV. TOP INT. TES MANUFACTURER, ®8-0 O.0 (TYP) REV3 W D BOTT. " " s TOP CHORD
B-1 8" 16" + 11'-2' 2 #5 2 #6 #3 TIES @ 6" O.C. BLOCKING {SEE PLAN)
e-1 0 s" 24" + 11'-2" 2 #5 2 #6 2 #5 3 TIES @ 6° O.C. 0 HUGHES DTC STRAP W/ 4-10d TO SEAT AND B-2 8 32" + 9'-2" 2 #5 2 #6 2 #5 #3 TIES @ 8' O.C.
B-3 8" 16" 9-10d TO TRUSS - CAPACITY = 1365# 5 CLEAR (COORDINATE W/TRUSS MANUF.)
O.C.. . 2 #5 DIAG. . 0 CUSTOM GIRDER TRUSS ANCHORAGE
B-4 16" + 11'-2"1 2 #5 2 #6 #3 TIES @ 12 O.C.PROVIDE 2 #5 DIAG. BARS AT EA. SIDE OF ARCH (SEE DETAIL 3 THIS SHEET)
B-5 8" 16" + 14'-0" 2 #5 2 #6 #3 TIES @ 12" O.C. CUSTOM BUCKET DETAIL 0 THIS SHEET) 3 MEMBER
CAPACITY GIRDER TRUSS a AFFIX I M
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RB 8 12' VARIES 2 5 2 5 3 TIES @ 12 O.C.PROVIDE 2 #5 DIAG. BARS AT EA. DIRECTION GRAVITY= 17.0 K
TB 8" " 11'-2" 2 #5 2 #5 4 #3 TIES @ 12" O.0 ENDS & COLM. BAL @ 48" O.0 UPLIFT=7.83K t„ STEEL PLATE TOP VIEW
TB-1 8" 12" 10'-0" 2 #5 2 5 4 3 TIES @ 12" O.0 ENDS & COLM. BAL @ 48" O.0 HUGHES TA16 W/ 6 10d NAILS
TB-2 8> 16" 14-0" 2 5 2 6 4 3 TIES @ 12 O.0 ENDS & COLM. BAL @ 48 O.0 UPLIFT CAPACITY=1002 #
nn 236 6 (3) 3/4» THRU BOLT 6DI S PRE-FAB WOOD ENGINEERED 8" 16" 9'-2" 2 #5 2 #6 4 #3 TIES UPLIFT CC
8" " VARIES .
PL CONC. LINTEL. EXTEND 8" MIN. EA. SIDE OF OPENING. = EXP. (RED HEAD WEDGE) (OVERLAP ® SPLICES)
BLOCKING DETAIL
® 0 0 ROOF NOTES: 12 FXTFND THE MAIN ROOF SHEATHING UNDERNEATH THE
VALLEY SET TRUSSES, ALSO ANCHOR EACH END OF THE 12"
1. TRUSS MANUFACTURER SHALL SUBMIT DRAWINGS FOR TRUSSES.
ENGINEER REVIEW PRIOR TO FABRICATION 13. ALL BEARING WALL OPENINGS SHALL HAVE ID 2. HATCHED AREAS DENOTES VOLUME CEILING. (2) 2 X 12 HEADERS (TYPICAL UNLESS NOTED) \ W W
o WITH 19/32" PLYWOOD IN BETWEEN. TYP.
3. G.T. DENOTES GIRDER TRUSS BY MANUFACTURER 00 >_14. ROOF PLYWOOD 5/8" (19/32") APA ® , SEAT
4. TRUSS MANUFACTURER SHALL VERIFY ALL KNEE HEIGHTS RATED SHEATHING STAGGERED PANEL \ DE VIEW
JOINTS. NAILS 10D 6" O.C. TYP.
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5. REFER TO TRUSS MANUFACTURER ENGINEERING DRAWINGS STE L PLATE
ok FOR ALL ROOF TRUSSES REQUIRED TEMPORARY AND NOTE:PROVIDE 1/2" CDX PLYWOOD AT $
PERMANENT BRACING, GABLE END BRACING, DETAILS, UNDERSIDE OF TRUSSES 4 DETAIL A SCALE: 1-1/2»=1'-0»AND REQUIRED GRAVITY BRACING. ALSO REFER TO W/ 8D @ 6" O.0 (TYP)
WIND BRACING PLAN PREPARED BY STRUCTURAL
ENGINEER AS PART OF THIS SET OF DWGS. 15. TRUSS MANUFACTURER SHALL PROVIDE
AND ENGINEER ALL WOOD TO WOOD 6. ALL BRACING TO BE 2 X 4 HEM-FIR OR EQUAL WITH A
MINIMUM FIBER STRESS OF 1,000 P.S.I., NAILED TO EACH CONNECTIONS. O
INTERSECTING TRUSS MEMBER WITH 2-16D NAILS MINIMUM �
7. PROVIDE METAL HI-HATS AT 16" O.C. ATTACHED TO THE ° '° RT2.0 K
: P.T 3 X 10 S.Y.P #2 W/ 3/4 X 7 1/2 RED HEAD UP_1.44 K o
UNDERSIDE OF BOTTOM CHORD LaWEDGE" ANCHORS @ 12" O.0 MIN. MENT=3-1/2" CONNECTOR "5"
(TYP) RG=5.50 K RG=2.46 K B-10 RT=1.95 K 8. PROVIDE 2 #5 X 2'-6" X 2'-6" CORNER BARS AT EXTERIOR UP=4.22 K RG=4.55 K UP=2.31 K FACE OF CONCRETE BEAM CONNECTOR '2 CONNECTOR 'S" UP-3.37 K CONNECTOR „2'
TBC 10 2 CONNECTOR 9
94 GIRDER TRUSS TO HAVE CONNECTIONS AS TB TB B-10 TB TB-1 INDICATED ON ROOF PLAN. RB=3 -o
FL
I10. ROOF TRUSSES LOADING: I T13 B-1 RT=998 #o
DEAD LOAD = 25 P.S.F. PL UP=1.098 # O
TOP CHORD = 15 P.S.F. CONNECTOR "4" U U BOTTOM CHORD - 10 P.S.F. rr - T LIVE LOAD = 30 P.S.F. PL PL PL � -
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I "Las LEDGER I TOTAL = 55 P.S.F.
AS PER ASCE 7-95, 110 MPH EXPOSURE C
MEAN ROOF HGT. < 17'-0" ROOF PITCH 5:12
ZONE 1 = 30 P.S.F. NET
ZONE 2 = 54 P.S.F. NET
OPEN TERRACES 65 P.S.F. NET 2"X4" @ 4'-0" 9
2" A 4" 134TOM CIORD B ACING W/16 NAILS (fYP) TOP CHORD 6 go • I�v
BLOCKING p
SEE DETAIL THIS SHEET.0 4 -0 z
NOTES: 1 11 i
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1. PROVIDE 4 #3 TIES @ 12" O.C. AT CORNERS AND AT EACH Ir __
END, BALANCE @ 48" O.C.
2. CONC. BEAM DEPTH OVER DOOR WINDOW OPENINGS MAY a VARY AS PER MFR. DOOR/WINDOW HGT. (FRENCH OR
SLIDING DOORS AND WINDOWS UP TO 3" DEEPER) 0 I
3. SPLICING 18" AT STRAIGHT RUNS AND 30" AT CORNERS �f 4. ALL TIE BEAMS SHALL HAVE #3 TIES @ 6" O.C. OVER OPENINGS i� M,
EDGER 5. PRECAST CONCRETE LINTELS TO BE DADE COUNTY 2" A 4" 134TOM CkRD B ACING W/16 NAILS (1 YP) .-o- 11 1 1
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PRODUCT APPROVED FOR SPAN AND LOADING REQUIRED F -- -_
SUBMIT TO ENGINEER AND CITY FOR APPROVAL WITH I I t t t 2 SETS OF SHOP DWGS. OR NOTICE OF ACCEPTANCE f_ � _ p p
-- - - - - - -- TB-1 ASCE 7-88 U
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REFER TO STRUCTURAL CALCULATIONS ON SHTS. S-1 AND S-2 � DA COUN�Y NOA 198-121 6.07 I
Huc�ES Eu� 28-101 _ 5
0 M ®_ .
CONNECTOR "2„
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OL REFER TO ROOF PLAN FOR 1 2" k 4" BJTTOM ORD ACING W/16 NAILS (.!TYP)OF TIE BEAM ELEV. F a"I LEDGES I I I I I
8" X 12" MIN. CONC. STUB I T - -
m ? COLUMNS WITH 4-#5 VERT. 1-I- .1- • - • - • -• - • - • N 00
HOOK INTO TIE BEAM AT R G=4•45 k
1-#5 VERT. FROM
C_ TOP & BOTTOM - - - -- - - 00
UP= . -_ __ B 3 -0
� REFER TO ROOF PLAN FOR I COL. .
THRU STUB COL. & B-3
CD Nr TOP OF TIE BEAM ELEV. - - T ' I HOOK INTO UPPER TIE BEAM RGL13.90IK I I RT=h .84 K I I I IL _ o o -I_j I UP�7.92 {F-1
RG 9.p8 K Q N° = .8 X 12 MIN. TIE - - ---- --- I K V F I 1 I- W
a BEAM WITH 4_#5 RG=6.40 K CONN TOR HOOK TOP BARS I C UP=4.33 K m CONNECTOR 2" - M B - Z�� IRDE TRU S
LL_ m 8" X 12' MIN. T1E VERT. REINF. IN - -- -- - - - -
_
m BEAM WITH 4-#5 MASONRY GROUT GDE TR - - L
CU HOOK TOP BARS FILLED CELL HOOK _ M _ _ If
LU _j _1 I 3 M BER )
o � INTO UPPER TIE
i = BEAM (SEE PLAN Hill
cn FOR NUMBER OF
o #5 BARS) B-4 `
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#RG= 1785 RG=12.89 K
F-A UP=8.28 K UP=1875 # CONNECTOR "2"" " B-3 DETAIL N. T.S. B 2 .Leo Llanos P.E. A,:c�
CONNECTOR S-2
� Consulting Structural Engineer f 0 ROOD PLAN 1 4 Leo Ll . .outxe Hgway, # 337 (305) 378 6916 A
F1 .Miami, Florida 33157 Ire�T 1 of 3
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