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12-591R-00511 I 1 ••a• ii• • ••• • •r• 10 ( 2 ( 13 14 � . .15 ...r t, i•• ••• v r. • •� - • u• • • • • c • u r r• i Y • ••ur• •tY • u r • r •r�•i • ••U. t. A � A 6' :. 1 PREFAB WOOD IRDER TRL1S5 :, R p.L =3301 LBS. } �� I m l � I w � N.W.0 = -4111 LBS. w I I w R =3301 LBS. D %F1 FAB WOOD TRU ES + 24" NW.0 -4111 LBS. in C R p +L =I890 LBS. RW.0 • -2630 LBS. © I R C> L 1890 LBS. RB -2 (ELEV + V- 0 -1/214 2 R5-2 (ELEV N.W.0 • -2630 LBS. G R C: III . =1890 LB5. N.W.0 =- 2630LBS. �•L 43'15 LS. EI-tNA-1 4 S X i J (K X m - e ROOF TREES SUPERIMPOSED LOADS DEAD, TOP CHORD WOOD CONNECTOR SCHEDULE DEAD, BOTTOM CHORD 25 P.Sp. LIVE 30 PSF. • • u • 51.3 F.S.F. © GIIpm 4 TRAM CONNECTOR ALLOWABLE LOAD V ALUES ( LBS ) NEGATIVE ZONE 1 i y ,�� . TYPE CONNECTOR -84 PSF NAIL SIZE Ac QUANTITY , t N.O.A. i UPLIFT DOWN LATERAL LOAD LATERAL LOAD -Ill PSF -161 PSF PARALLEL PERPENDICULAR NVTA —16 1153 520 630 9 -10 d STRAP u•uu 08-026A 1 BY NU —VUE o v � „ f �v NVrA —18 (DOUBLE) 2236 250 500 5 -10 d STRAP � 08 S:x6.11` BY NU —VUE �w .� 6 -10 dx14" SEAT - NVT•H —16 30x6 2528 2697 14 -10 d X 3" IN 2 STRAPS 09- 0721.05 BY NU —VUE (Wf 2PLY 1 BG SEAT) 6 -10 d x 3" IN SEAT Op SEE TYPICAL PREF. WOOD GIRDER TRUSS TO TIE BEAM CONECTION DETAIL ON S -2 • u• • • • • c • u r r• i Y • ••ur• •tY • u r • r •r�•i • ••U. t. A � A 6' :. 1 PREFAB WOOD IRDER TRL1S5 :, R p.L =3301 LBS. } �� I m l � I w � N.W.0 = -4111 LBS. w I I w R =3301 LBS. D %F1 FAB WOOD TRU ES + 24" NW.0 -4111 LBS. in C R p +L =I890 LBS. RW.0 • -2630 LBS. © I R C> L 1890 LBS. RB -2 (ELEV + V- 0 -1/214 2 R5-2 (ELEV N.W.0 • -2630 LBS. G R C: III . =1890 LB5. N.W.0 =- 2630LBS. �•L 43'15 LS. EI-tNA-1 4 S X i J (K X m - e ROOF TREES SUPERIMPOSED LOADS DEAD, TOP CHORD 5 P.S.F. DEAD, BOTTOM CHORD 25 P.Sp. LIVE 30 PSF. BASIC WIND PRESSURE, qz 51.3 F.S.F. © GIIpm 4 TRAM GROSS NET NEGATIVE ZONE 1 401 PSF - 51106F NEGATIVE ZONE 2 -'4 PSF -84 PSF NEGATIVE ZONE 3 -134 PSF -84 PSF OVERHANG ZONE 2 -151 PSF -141 PSF OVERHANG ZONE 3 -Ill PSF -161 PSF 2. STRAP ALL 'PIGGYBACK' TRUSSES WITH 14 GA. BY I' GALV. Q — — — — — — — — — — — - ._. — d STEEL STRAPS TO EA. SUPPORTING TRUSS W/ 4 -I&d NAILS INTO 'PIGGYBACK' TRUSS AND INTO SUPPORTING TRUSSES. STRAP BY O Q NU -WE- O I 3. AS THE ENGINEER OF RECORD OF THIS DESIGN, I HEREBY STATE THAT Q O I THE NET WIND UPLIFT REACTIONS SHOWN IN THIS PLAN SHALL SUPERSEDE �2 oI•i I I QON THOSE SHOWN IN THE TRUSS MANUFACTURER SHOP DRAWINGS AND ENGINEERING CALCULATIONS. THE NET WIND UPLIFT REACTIONS WERE CALCULATED BY MYSELF, CONSIDERING LOCATION, TRIBUTARY AREAS, T I HEIGHT, AND ROOF SLOPE IN ACCORDANCE WITH THE ASCE 1 -10 CODE A = 3.5 FT FOR A 116 MPH WIND VELOCITY. THE CONNECTORS NOTED IN PLAN EXCEED r — — — — — — — -- -- -- THE NET WIND UPLIFT REACTIONS SHOWN IN PLAN. O O I I 4. MAIN ROOF PLYWOOD SHEATHING SHALL BE A EXTENDED UNDER ALL VALLEY TRUSSES. 5. BRACING FOR THE ROOF SYSTEM IS DESIGNED FOR a (2 BOTH POSITIVE AND NEGATIVE PRESSURE. LECIM MAW DESCRIPTION I ANGLE L3 1/2' X 3 I/2' X 1/4' W/ EXTENDED LEG (F = 36 KSU 02 STEEL PLATE 10 1/2'X 4'X I/4' (f = 36 KSP © ONE (1), 5/8' DIAM. THRU BOLT FOR TWO PLY TRUSS ONE (1), 3/4' DIAM. THRU BOLT FOR THREE PLY TRUSS (5 5/8' DIAM., 'RED HEAD' WEDGE 'TRUBOLT' ANCHORS, 2 AS SHOWN © PREFABRICATED TWO OR THREE PLY TRUSS, FOR PRECISE PROFILE SEE ROOF SECTIONS. QQ MIN, 5/6' EXTERIOR GRADE PLYWOOD. SEE PLAN FOR NAILING REQ. ® MIN. 6' X 12' CONCRETE TIE BEAM (f'c = 3000 PSI MIN.) OR CONCRETE BEAM (3 CONCRETE TIE COL. P LU L.01 �? G I:) t ' T. 10 I/2 STRUM, CAI- SECT IC -TWO-.PLY- GIRDER UPLIFT CAPACITY = (0.13XO.911X10�X2Xi333)= 50x0 LBS. 2 BOLTS TYPICAL PREFAB. WOOD GIRDER TRUSS -TO TI BEAM ao CONNECTION DETAI 2 1 (I)OH 1 - 2 16�TYP. 2' x 4' CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 10' -0 Lel r F i 7/7" 7z�� * � No. 62531 2 I 3 4 5 I 6 7 I 8 9 PRE- ENGINEERED WOOD TRUSSES TYP I CAL LATERAL BRACING D ETAI L 3/4' = II -0' io n �. STATE OF ..&� ZZ �%1QNAL ECG?```` ����1111 ENGINEER: VICENTE FRANCO LIC. #62531 10776 NW 84TH LANE, APT. #5 MIAMI, FL 33174 PN: (786) 294 0032 12 13 I 14 15 C U C • r c i sr• • I• � • v • r Y .J •••• • M L K J H G F E C Nom A '+fYIAr If M .FV1Ak w M •t:s�nr; ' k:W1F;y� v< 'W k J AMB n" aw 47* 4111IM111 min" p1w"a mu ,►,►W..... 'YW MOq ps. N:' - t N GW4=1 o v � 00 .0 4a E •r=40 �w .� 0 c"> &6 cv W L 0 W Z c'7 N i a0 1 N N 0 I� CD U w Z U cl w H w U' w c Z U S2 O m z o. In 00 I`� �o to c� N --�- s W Z yy� T" OBBIB-4 w 1� w Z i- DRAWN BY: ISSUE DATE: D. ERIAS 03 -20 -12 PROJECT NO. SCALE: 12467 ARCHITECT OR ENGINEER OF RECORD: JORW GE S. AZZE DRAWING NO. S-2 SHEET OF '+fYIAr If M .FV1Ak w M •t:s�nr; ' k:W1F;y� v< 'W k J