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05-290-005t X00 E, u t, o - r 2 MARK ,e SIZE REINFORCING STURRUPS B -1 IN. BOTT TOP MID E NO. SPACING EA END TB -1 MATCH 8X12 2 #5 2#5 10" 3 4 @12 "C.C. @ EE & BENDS BALANCE @ 48" TB -2 MATCH GABLE 8x1 8x12 2 #5 2 #5 2 #5 2 #5 r 3 3 4 @ 12 "C.C. @ E.E. & BENDS BALANCE @48" 4 @12 "C.C. @ E.E. & BENDS BALANCE @48" 0 / . x . , t .. .. -n. ... , �,.. . r -. y.. :.... .. ..... .. . s, .... .. ,. a. x ,' ,. a. '.. /s. . r✓ : v. ,. , : -..s .. . x., aLn : cv. 3t. . R $�'i; a.. ??Y �,� Z.r.�., .,,, _. . F .. ✓a t . r -.. � h ;. 3 J, ... .J:r 1'r, etc::,,....-` sk,:#, �....., N�,. �.,%+.......a3SA...1."u.Eilc,.. v'`r.e.. L.n $i,.,...k. Lag:....tti.r... r+.:,in... . °Fe.d.$4 ra......�..:ba�...l.,,]R..� ^,., o�3 li9mF... r., r. r. �.. d». Zrf, 6.. ...A.,,...�io-,#viw"L....4�,�,�9 rica,'.kr.mA. k2r �a" Y... �u" r�' tl, ..e,,.b,n3.r..W,,.1ii;v...�1Sex hv...axt a':..rS.M1a+.u�A�.�.i.;txSa.i�+ Pry,' I.` �.., d, i...' n... 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I t �. .. .+. .rv..,, „^..�..,. ...,.. .w�,... a.. u.�a .,- ,,,.... v. a .,,. ,.. µ�a.vM::�2r ' 1111171 77 v } 2x6 TOP CHORD 4 L 3 NV I ENTRY R' � 3 PLY GIRDER r �-- 2xd HUI I UIVI CHURL) fi ROOF PLAN �t SCALE: 1/8" = ,_0r, 2x6 BOTTOM CHORD z ROOF TRUSSES U: SCALE: 1/2" = 1' -0" TB-1 TB AI BRACING TYPICAL NAILED u% ILS @ EACH TRUSS AND s^ TRUSS T-1 SPACED 2' O.G. TYP (BY OTHE ) EXIST. PATIO - © ROOF BELOW 'I MARK ELEV SIZE REINFORCING STURRUPS B -1 IN. BOTT TOP MID E NO. SPACING EA END TB -1 MATCH 8X12 2 #5 2#5 10" 3 4 @12 "C.C. @ EE & BENDS BALANCE @ 48" Woad Framing and Sheathing A. All wood shall be a minimum of # 2 in appearance or grade Southern Yellow Pine, unless otherwise noted on the drawings. B. All studs and header shoulders shall be one piece between plates and /or headers. Do not use blocking between header and shoulder with softer compression perpendicular than that required for header. C. Roof sheathing shall consist of 5/8 plywood installed with 12d nails spaces at 6" o.c. at edged and at each intersection with a truss. D. Plywood shall conform to PSI and shall be APA Grade- Stamped. Roof sheathing shall be APA rated sheathing EXP 1 "gr / E. Treat all framin g masonry in contact with, concrete or mason in accordance with American ry a�t� ■ s. fl U ■ af' {, ry ROOF FR AM N G PLAN , - SCALE: 1/4° - 1' -0' EXISTING T RUSSES TO PIGGYBACK VALLEY TRUSSES 11 SEE CONNECTION SCH. ,,a;, BEAM SCHEDULE MARK ELEV SIZE REINFORCING STURRUPS Ana M. SalgueiroPE #42729 IN. BOTT TOP MID E NO. SPACING EA END TB -1 MATCH 8X12 2 #5 2#5 10" 3 4 @12 "C.C. @ EE & BENDS BALANCE @ 48" TB -2 MATCH GABLE 8x1 8x12 2 #5 2 #5 2 #5 2 #5 10" 10" 3 3 4 @ 12 "C.C. @ E.E. & BENDS BALANCE @48" 4 @12 "C.C. @ E.E. & BENDS BALANCE @48" Woad Preserver's Bureau LP -2 or provide 1/4" thick neoprene bearing pad between the concrete or masonry and the untreated wood member. Wood Trusses A. All wood trusses shall be custom engineered to withstand loads as indicated. Apply 9 pp Y 146 MPH wind loads to all roof trusses as indicated on floor framing plan. B. All roof truss top chords shall consist of 2X6 No 2 KD15 So. Pine or better unless otherwise noted. C. Provide 9p neoprene " thick 1 4 neo bearing ad between the truss and the concrete or / p masonry. r-. — __-- '_I_ /nn / All/ A 11— 1 it 1 nn1r ns1!11YM1 _1 I _-- 1__'- - -1 - __1'Ll -1 - -11 AT THE WALL BEAM /GIRDER RAFTER /TRUSS CARRIED MEMBER WALL /GIRDER USP HANGER NUA T -1 1485# / -1500# UPLIFT (11) 1Od. NAILS EMBEDDED TA22R 01- 0912.05 u: G -1 9300# /- 8500 #UPLIFT ($) IOU. NAILS (2) 3/411 BOLTS UGTS3F 02- 0128.04 w.,rl I — - _ RT12 @2'OC 01-0912.05 h ..:,.•'`' ValleY CONNECTED TO EXISTING TRUSSES AT EACH TRUSS 8 16d. NAILS ,,. 6 8d. 1 -1 2 NAILS ON EA HANGER G -1 6 8d. NAILS @ EA HGR. 2 MPAI 01- 0417.1 1 m�#? EXIST. .1250# /- 1350# UPLI1 =7 O / O _ O ,n - AR Engineering EB #26000 Ana M. SalgueiroPE #42729 10010 S.W. 85th Street "Y Miami; Florida 33173 (305) 596-7109 / . x . , ry . .. ..... ,... :., .. .. -n. ... , �,.. . r -. y.. :.... .. ..... .. . s, .... .. ,. a. x ,' ,. a. '.. /s. . r✓ : v. ,. , : -..s .. . x., aLn : cv. 3t. . R $�'i; a.. ??Y �,� Z.r.�., .,,, _. . F .. ✓a t . r -.. � h ;. 3 J, ... .J:r 1'r, etc::,,....-` sk,:#, �....., N�,. �.,%+.......a3SA...1."u.Eilc,.. v'`r.e.. L.n $i,.,...k. Lag:....tti.r... r+.:,in... . °Fe.d.$4 ra......�..:ba�...l.,,]R..� ^,., o�3 li9mF... r., r. r. �.. d». Zrf, 6.. ...A.,,...�io-,#viw"L....4�,�,�9 rica,'.kr.mA. k2r �a" Y... �u" r�' tl, ..e,,.b,n3.r..W,,.1ii;v...�1Sex hv...axt a':..rS.M1a+.u�A�.�.i.;txSa.i�+ Pry,' I.` �.., d, i...' n... Ni7�4�, �' hx. h: Y: �? ,.�....rvn�,rie"iF'.`..s�F3�.,. ,?.hie,..rM&P'"tmr . whai.' �rRl i. ;3ikmYS#,`a{u,.1Cti`..�`W!^i:.. Na.. .. .. j, , :.,.. „ : N { F. H wG ,. .� i 1 t... 1 �- 7 .,J . ,,. ." 4 � c .. ... „, ..S .re4.. .yY. ,4>-. r :., rv..:..N...... �. _ -�.. .,,.. E,". V,,:rt ,,..r...n.�'._,� ,w, x�':': !..rr -. xt,.i. o:4. 4.,. .. �::i°r' ,, ,.,iS.C,�u.,J., rvJi�"rn, , e. .. n,,a�. k >, � ,, +L L.. a..A..47 �,.,.. .A.- r,_... eve, ..4..., ... ..., ...i ,..te ,=Y.: F:= t ..�:� -'� }.«. rti t} "J F %u 1✓ 4 Y � f' ...' k .4 rry ,.:. '� .. .a .. t r..,:n ..,. u.,•x.".. ,.r..,,..._...Xrrsx.lb._r,1.�.Yt ..1��: .,•n .n. ,r*, ,.,,.Ma.,.'k, ,..r.,.,,. a...._ , ,. ,. t,..... . tPr, �: a +s$n.......�..�.....xx....s..., ..,:k ,. d.�. ,..,.. ,.. .. '4 .i�.'.» .. +. .,. 1:� ».: .,f ,..i :,v. ,, ."%.:c.,..:.fa..'Mk"t.......xn. ..,.'... ,.. ,.,,, ... J,......� ........... , tln:. . F..( # .: F`. I t �. .. .+. .rv..,, „^..�..,. ...,.. .w�,... a.. u.�a .,- ,,,.... v. a .,,. ,.. µ�a.vM::�2r '