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05-192(3)-014N (u L K J f�l G F E C 0 A 1 I 2 I 3 4 I 5 I 6 I 7 I 8 I 9 I 10 I I I I 12 I 13 I 14 2xb PT WD J FASCIA W/3 -16d NAILS (TYP) • • OrETAIL LEGEW — 1'A � l m A — 'x -- -- — -- STEEL PLATE 9 3/4' X 4' X 1/4' (N = 36 KSI) —N N w N -- -- 'BR' TS e -- + 20' — 6') — -- -- — -- -- — -- .xI -- Z. -- N 09 -- 915 LBS 880 L55 595 LBS 1- 10d OTAPLIb 1255 1-55 880 L55 595 1-55 9- 10d DO TAPLIb + TAP12 1255 LBS 880 LBS — — _ 1 — — — — — — — — — — 8- 10d TAP12 NXI IZIDGE TAPLIb + TAP12 LINE. 880 1-55 5S5 L56 11- 10d TAPI 16 CTED GA. ' P W/ TRW Y5A — 0 S ALV. -16d AND ' TY — — H TEFL . — — �ro X C14 w N N N W 1350 LBS 880 LBS C14 11- 10d TAPLI& — — — — IBRI — — 'x' — — T8 — + 20' — 61) •BE T TRU NAI IN — — 0 5 W/1 S ST 51NT 'PI — — — — — — — -1 A u- Q u- — rcl 0 2 -4 71 N11 • • OrETAIL LEGEW MARK DESCRIPTION QI ANGLE L31/2'X 31R' X 1/4' W/ EXTENDED LEG (N = 36 KSI) Q STEEL PLATE 9 3/4' X 4' X 1/4' (N = 36 KSI) 03 STEEL PLATE 113/4' X 4-X 3/8' ■ 36 KSI) 4 ONE (1), 50 DIAM. THRU BOLT FOR TWO PLY GIRDER TRUSS ONE (1), 3/4' DIAM. THRU BOLT FOR THREE PLY GIRDER TRUSS 05 5/8' DRAM, 'RED HEAD' WEDGE 'TRUBOLT' ANCHORS, 2 OR 4 AS SHOIIN © PREFABRICATED TWO OR THREE PLY GIRDER TRUSS, FOR PRECISE PROFILE SEE OTAFL12 ROOF SECTIONS. Q MIN. 5/8' EXTERIOR GRADE PLYWOOD. SEE PLAN FOR NAILNG REQ. ® MR 8'X 12' CONCRETE TIE BEAM lf'c = 3,000 PSI MINA 09 CONCRETE MASONRY BLOCK WALL I I 2 I 3 I 4 I 5 6 NOTES: I. TRUSS MANUFACTURER TO PROVIDE DEAD, LIVE, AND WIND UPLIFT REACTIONS FOR ALL TRUSSES AND GIRDERS. 2. STRAP ALL 'PIGGYBACK' TRUSSES WITH 14 GA. BY I' GALY. STEEL STRAPS TO EA SUPPORTING TRUSS W/ 4 -Ibd NAILS NTO 'PIGGYBACK' TRUSS AND INTO SUPPORTING TRUSSES. STRAP BY 'USP' NO. RT20 . 1. AS THE ENGINEER OF RECORD OF THIS DESIGN, I HEREBY STATE THAT THENET WIND N IREACTIONS ' R ODE HOSEE SHIM TE TRUSS ANFAC�R 51.01DA�� AND ENGINEERING CALCULATIONS. THE NET WIND UPLIFT REACTIONS WERE CALCULATED BY MYSELF, CONSIDERNG LOCATION, TR15UTAART AREAS, HEIGHT, AND ROOF SLOPE N ACCORDANCE WITH THE ASCE 1 -98 CODE FOR A 146 MPH WIND VELOCITY. THE CONNECTORS NOTED N PLAN EXCEED THE NET WIND UPLIFT REACTIONS -94OUN N PLAN. 4. MAN ROOF PLYWOOD 514EAT14NG SHALL BE EXTENDED UNDER ALL VALLEY TRUSSES. i. BRACNG FOR THE ROOF SYSTEM IS DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURE AND MEETS THE REQUIREMENTS OF CHAPTER 23 F$:C. 2319.112.4 PREFA5 WOOD TRUSSES 4 GIRDERS CONNECTORS SCHEDULE CONNECTION CONNECTOR BY CONNECTOR ALLOWABLE LOAD VALUES NAIL SIZE 4 UPLIFT LATERAL LOAD LATERAL. LOAD TYPE USP' QUANTITY ARCIMMCTURE PARALLEL PERPENDICULAR IIvG OTAFL12 7166 SW 44th Street Mftm% Florida MW 1001 -56 NO 1.56 5951 5 5- 10d OTAFL12 915 LBS 880 L55 595 LBS 1- 10d OTAPLIb 1255 1-55 880 L55 595 1-55 9- 10d DO TAPLIb + TAP12 1255 LBS 880 LBS 595 LBS 9- 10d TAPLib 0" 1055 L56 8- 10d TAP12 CID TAPLIb + TAP12 1350 LBS 880 1-55 5S5 L56 11- 10d TAPI 16 o0 1055 L33S �ro 8 -10d TAP12 F TAPLIb + SGP1 1350 LBS 880 LBS 5S5 LBS 11- 10d TAPLI& 1510 LBS 10 -I6d SGP2 OSEE TYPICAL PREF. WOOD GIRDER TRUSS TO TIE BEAM CONECTION DETAIL SECTION 1 15 —I,- M L K J 14 14 GA X I' GALV. STEEL TWISTED STRAP W/ 8 -8d NAILS INTO 2 X b AND TOP PLATE �— 2x12 PT FASCIA W/3 -16d NAILS (TYP.) 14 GA X 1' GALS STEEL STRAP AND SEAT BY 'USP' No. TAPL 12 Ib, SEE CONNECTOR R40 8' CMU WALL FOR FE *- (SEE PLAN) G F PREFAB. WD. s P4' rE 7 I 8 I 9 I 10 I II I 12 I 13 I 14 I 15 0 m 0 A w J LL AMB ARCIMMCTURE IIvG 7166 SW 44th Street Mftm% Florida MW 961141M I= OW 093-saes O Wcz L) L) 0" CID WQ o0 �ro o v ° w rcl 0 Q L) U !• • • ' O K a 0 w z z a 0 U) z s D U) N z O N CO �O U7 to N — K Oz z Q V C_z L Q u— LL O Oz DRAWN BY: ISSUE DATE 10 -26 -04 CHECKED BY: SCALE: J.S.A. PROJECT NO. 04256 DRAWING NO. SHEET ' • OF • ./rrlr w J LL