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12-591-013� 1 �s — a N —I M 0 J 2 W U A a 10 12 13 14 —15 WOOD CONNECTOR SCHEDULE MARK DESCRIPTION CONNECTOR ALLOWABLE LOAD VALUES (LBS) ' TYPE CONNECTOR NAIL SIZE & QUANTITY N.O.A. UPLIFT DOWN LATERAL LOAD LATERAL LOAD ONE (1), 3/4' DIAM. T14W BOLT FOR THREE PLY TRUSS Q 5/8' DIAJ'1., 'RED HEAD' WEDGE 'TRUBOLT' ANCHORS, 2 AS SHOWN © PARALLEL PERPENDICULAR MIN. 5/8' EXTERIOR GRADE PLYWOOD. SEE PLAN FOR NAILING REQ. V NVTA –16 BY NU –VUE 1153- CONCRETE TIE COL. 520 630 9 -10 d STRAP 1 08– C326.11 SEAT NVTA –18 (DOUBLE) 5 -10 d STRAP _ © BY NU –VUE 2236 1 1 250 500 6 -10 dx14" SEAT 08- 0326.11 O NVTH –16 3086 I 2528 1 2697 14 -10 d X 3" IN 2 STRAPS 09- 0721.05 BY NU –VUE (W /2PLY 18G SEAT) 1 6 -10 d x 3" IN SEAT Qp SEE TYPICAL PREF. WOOD GIRDER TRUSS TO TIE BEAM CONECTION DETAIL ON S -2 I _ fe-A ATERAL WOOD BRACING TTOM CHORD MAXIMUM 10`-0 4 � 4— PRE- ENGINEERED WOOD TRUSSES TYPICAL LATERAL BRACING DETAIL 3/4' - 1' -0' 2 a 0 ROOF FRAMING PLAN_ 8CALE:1l41kmV I' NOTES: I. TRUSS MANUFACTURER TO PRDYIDE DEAD, LIVE, AND WIND UPLIFT REACTIONS FOR ALL TRUSSES AND GIRDERS, 2. STRAP ALL 'PIGGYBACK' TRUSSES WITH 14 GA BY 1' GALV. STEEL STRAPS TO EA SUPPORTING TRUSS W/ 4 -16d NAILS INTO ' PIGGYBACK' TRUSS AND INTO SUP'PORT(NG TRUSSES. STRAP BY NU -VUE_ 3. AS THE ENCsINEER OF RECORD OF THIS DESIGN, I HEREBY STATE THAT THE NET WIND UPLIFT REACTIONS SHOWN IN THIS PLAN SHALL SUPERSEDE THOSE SHOWN IN THE TRUSS MANUFACTURER SHOP DRAWINGS AND ENGINEERING CALCULATIONS. THE NET WIND UPLIFT REACTIONS WERE CALCULATED BY MYSELF, CONSIDERING LOCATION, TRIBUTARY AREAS, HEIGHT, AND ROOF SLOPE M ACCORDANCE WITH THE ASCE 1 -10 CODE FOR A 116 MPH WIND VELOCITY. THE CONNECTORS NOTED M PLAN EXCEED THE NET WIND UPLIFT REACTIONS SHOWN IN PLAN. 4. MAIN ROOF PLYWOOD SHEATHING SHALL BE EXTENDED UNDER ALL VALLEY TRUSSES. 5. BRACING FOR THE ROOF SYSTEM 15 DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURE. 'X': VERTICAL 'X' BRACING COMPOSED OF 2X4'S NAILED TO TRUSSES W/ 2 -lbd NAILS e EACH POINT OF CONTACT, AS PER TPI 1415 91, PAGE 4. 'BR' CONT. 2X4 WOOD BRACING NAILED TO TOP OF EACH TRUSS BOTTOM CHORD W/2 -16d NAILS SPACING EQUALLY AS NOTED, MAX 10' -0'. RnOF GIRDER M% REACTION RD + L : MOTES DEAD LOAD PLUS LIVE LOAD GIRDER TRUSS REACTION NMU.: DENOTES NET WIND UPLIFT GIRDER TRUSS REACTION. (2) x3 x 5' -0' BENT CORNER BARS 21 -6ff TYP. (2) o5 x 5'-0' BENT CORNER BARS TIE BEAM M L J LL- - -TIE BEAM TYPICAL TIE BEAM CORNER BARS DETAIL 3/4' = 1' -0' E N DINE GRO65 7TRU5SES TRUSSES 9 24' TYPICAL X BRACING DETAIL 3/4' - 1' -0' LEGM MARK DESCRIPTION Q ANGLE L31/2' X 3 I/2' X 11/4' W/ EXTENDED LEG - 36 KSP Q STEEL PLATE 10 V2' X 4' X 1/4' = 36 KSP Q3 STEEL PLATE 11 3/4' X 4' X 3/8' Tq = 36 KSP 10 ONE (U, 5/8' DIAM. THRU BOLT FOR TWO PLY TRUSS ONE (1), 3/4' DIAM. T14W BOLT FOR THREE PLY TRUSS Q 5/8' DIAJ'1., 'RED HEAD' WEDGE 'TRUBOLT' ANCHORS, 2 AS SHOWN © ` PREFABRICATED TWO OR THREE PLY TRUSS, FOR PRECISE PROFILE SEE ROOF SECTIONS. Q MIN. 5/8' EXTERIOR GRADE PLYWOOD. SEE PLAN FOR NAILING REQ. ® MIN. 8' X 12' CONCRETE TIE BEAM (f'c = 3000 PSI MIN.) OR CONCRETE BEAM ( CONCRETE TIE COL. 3/4' DIAM, 'RED HEAD' WEDGE 'TRUBOLT' ANCHORS, 2 AS SHOWN 11114'. , I i a EN I N! F F� F-.: ANC( LIC. :482 h.AVM%V �N�4TN LANE, Owl PH: (786) 294 `�32 11 13 12 14 15 f I f I f B `I E i I 6 I 7 ( 8 ( 9 I 10 11114'. , I i a EN I N! F F� F-.: ANC( LIC. :482 h.AVM%V �N�4TN LANE, Owl PH: (786) 294 `�32 11 13 12 14 15 f I f I f B `I E i I