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13-792-021........... ..... _ ... .. ..... ......... ......... ......... ............ ............................... . ........ .. .... _ ..... .. ..._ ....... ..._... ..... _... __ ... ... ......._ ...... .. . ....... _ ........ .........._..._ ._. .... ......... ......... ........ .. _. . . ......_...._.._ SEE SHEET 6-2 FOR ROOF THIS AREA D = 5445" NVHTAI6 +L N.U.= 4100* + (2) TA20 D +L =2145* 1 CONN, 1/5-3 NVHTA16 + DETAIL B N.U.= 1835* B NvTH24 O s -4 EL. +20 -10 TOP OF BEAM ' S' -m" ` (TYP. U� NVHTAIro 2x4 WOOD BLOCKING 1 UB 1 — I 1 1 RB -'� 1 1 1— — 1 UB— RB -4 BETWEEN Ti�USSES TOP CHORDS 4 PL�rWOOD fi UB I I S1- IEATHING PANEL JOINTS r ('� � -� O.G.) W/ 2-166 E y�� NAILS EACH END. - IIIIIIII _ 111111 III I I / NVHTA 6 4C� \I 11 I I I I I I I I 1 1 I I 1 I I I 1 � uCsIRDER TRUSS � I� II , \ I I i I I I I I I I I 1 I I 1 II I I I 1 1 UB 1 1 W 1 1 UB 11 _ UB 1 B -SEE I - 1 - I I NiTE 6/ -3 L3 L3 L3 m —III 12 I I I I III - - BL SEE N NVHTAI6 NOT 6/6-1 I I I I I I I I } I 1 /F J A ♦,S �1 I I I I I 1 I 1 II _ -- -- — t fi I 1a 24" �_ �. I� EL. + 20' -10'" I III I I I I 1 I I OL I I I BL I I 1 I 1 1 �n I I I III 12 I I m TOP OF BEAMS I I � TYP. .O.N_ ON - - - - I P- �l 12 PLAN PJF JACKS III 1 1 I I I [fl h i I I I I I I I I III I I I I (�/ I I r u1�I 24" O.G. v I I W I I �� _II , IIII T T��I1 II ICI I II cn I I i I I I I i I 5 -O ml I II I I 1 I I I I 1 I I 1 I I I 1 I I 11 L3 Jj t N� L I L " "A I - -� I �- EL. +2 -1' -2" UB -+ UB I I I II UB '1 TOP OF TB Is CHIMNEY II H ER t S5 +L=1265 —F ** s --1 UI3 - I i— I N.U. =1090 = I� 2x4 DIAGQ�NAL� I I " I Im NVNTAI6 D+ L 2215 "A "" I I I I I I I I 1 I I 1 41- "' D.G. W/ (3) 16 d �- I I c+ * D+ L=5445 * I U i 1 1 1 1 1 11- � L. N.0 '= 1900 _ T _ NA I S EA END G _ ER T ss CONN. 1/6-3 N.U. = 4`100 * I ( L "A "" DETAIL m1 1 1 GONEGTION 1/5-3 � I I I I I 1 I I I I I I I 11 L� '--ROOF SLOPE DETAIL I 1 1 II i I I I 1 I I TOWER 8-12 u 5T( +; -4 1 —UB RAKED -g — — — B — RB -4 - L -3 7 3x i --- Li I 4 II r I -0" 12 I 12 D +L =2145 +� 2x4 WOOD BLOCKING BETWEE - — — — — 3x8 N.!_ =1840 - _- — - -- — NVHTAI&+ NVTH24 TRUSSES TOP CHORDS G --- I X -4 PLYWOOD SHEATHING PANEL — 3xa JOINTS l� 4' -0" O.C.) W/ 2 -166 RB -6 I ........... ..... NAILS EACH END. 3x8 P.T. W/" 0 x PENETRATION K53 EL. +2m' -10" BY "HILTI" 12" O .C. TOP OF BEAM SEE SHEET 5 -2 ROOF FfRAI%1ING FLAN FOR ROO>":THIS AREA I � SCALE - 1/4" = 1' -0'I ` i OOF ,4N NOT S / 5) FOR ALL PIGGY BACKS PROVIDE RT22T I �l 1) SUPER IMPOSED LOADS GALY. STRAP BY USP a EACH TRUSS W/ 4 NET UPLIFT = 4i PSF (ZONE U 14 -16d NAILS N.O.A. 01- 0306.10 , 10 PSF (ZONE 2 4 3) ' DL = 25 PSF h) PROVIDE 2X6 BOTT_ CHORD LATERAL CONT. LL = 30 PSF BRACING * TRUSS PANEL POINTS OR l0' -0 "� 2) FOR CONNECTION OF PREFAB, WOOD TRUSSES O:C, UP 2 -16d NAILS w EACH TRUSS. ( BL ) ` TO CONC. BEAMS PROVIDE 'NVHTAI6' GALV. TRUSS ANCHOR BY NU -VUE W/ (16) 10d NAILS To EACH STRAP 1) ALL PREFABRICATED ROOF TRUSSES W/ MIN. 2x(0 MIN. t (6) loci NAILS IN SEAT APPROVAL #06- 0325.02 TOP < BOTt. CHORDS. FOR TRUSSES W/ SPAN EXCEEDING 22 FEET PROVIDE a) Q STRUCTURAL FASCIA W/ (3) 16d NAILS * EA. ADD'L EMBEDDED STRAP NVTH24 BY NU -VUE W/ 14 -1(od TRUSS (TYPICAL) NAILS t0 TRUSS NOA 08- 0325102 3) FOR SHEATHING OVER PREFAB WOOD TRUSSES W DENOTES DROPPED TB ABOVE OPNG PROVIDE MIN. 5151" COX PLYWOOD SHEATHING W/ 10d I `• NAILS w 4" O.C_ ALONG EDGES 1 ALL SUPPORTING TRUSSES 4) FOR ALL EXTERIOR SOFFITS INCLUDING OVERHANGS GREATER THAN 24" PROVIDE MIN_ 5/8" PLYWOOD SHEATHING W/ 10d NAILS * ," ALONG EDGES 4 w ALL SUPPORTING TRUSSES BOTTOM CORDS, DESIGN CRITERIA: - CODE REF. FLORIDA BUILDING GODS 2010 - ASCE 1 -2010 - 115 MPH IUIND VELOCITY - IMPORTANCE FACTOR OF 1.0 - COEF:FICIENT OF INTERNAL PRESSURE OF 0.18 - EXPOSURE "C" Kd FACTOR = 0.85 - 5UILDING CATEGORY II - ROOF STRUCTURE DESIGNED, BASED ON COMPONENTS t CLADDING A F. SEC110N ONE PLY TRUss TWO PLY THU55 •I A 'I � m 11 -0II (MAX UPL FT ■ 3� SCHEDULE MARK DESCRIPTION MARK DESCRIPTION ANGLE 3X3X1/4" W/ EXTENDED LEG 5 /6" DIA, HILTI KWIK BOLT II (CARBON STEEL) 1 (F,_ 5 2 REQ'D X 4" EMBED. 2 STEEL PLATE 9- 3/4 "X4 "Xl /4" (FY =36KI) 6 PREFABRICATED TWO OR THREE PLY TRUSS 3 CONCRETE MASONRY BLOCK. -1 MIN. 5 /8 "EXT. GRADE PLYWOOD, SEE PLAN FOR NAILING REQUIREMENTS ONE (1) 518" DIA. THRU BOLT FOR MIN. VIX12" CONC. TIE BEAM (FC =3000 PSI MIN. 4 TWO PLY TRUSS, a GIRDER TRUSS ANCHORAGE DETAIL I = 1' -0" TRU55 OR GIRDER TRUSS (2) I6d NAILS EA, TRM (TYP-) GL `_m " I d 21 -0" LAP L BL-J TOP VIEW g BOTTOM CHORD GRACING 2xp 4 WOOIF�N" EN TwssE5 TOP VCHORDS + PLYWOOD SHEATHING PANEL POINTS • 4' -0" O.C. W/ (2) lbd NAILS EACH END (CID) 2 -16d N410 (TYP-) PROVIDE 2X4 50TT. CHORD LATERAL CONT. 5RACING • TRUSS PANEL POINTS OR 10' -0" O.C. W/ 2 -I6d NAILS • EACH TPU56 (5L). WOOD 5LOCKING DETAIL. M SCALE. 3/4 =1 -0 a;. � dIJ r PREFAB WOOD TRUSSES 24"" O.G. FOR SHEATHING t� E" � ~tea T� 0 `.../ z o r- w Q 0 a H W E- E- 0 • co v � z W 0 W l�(� a w I I I 01 I 1 1 I I I I 12 5EE NOTE 3/5 -2 f. 14 NVHTAI6 O (2) TA20 m </ II 90' STD_ HK I I m - LJ TB 0 O rt � O Q cu cry w 'o IeAe m .d � �d U a" TRUSS TIE DOWN W/ NVHTAI(o 8Y NUVUr= r sheet no. 4 TWO TA20 BY USP'� - sc�LE:s�� Z v OI'1 m i r T. Consulting Structural Engineer/i P.E. * 330-14 'JUN ;T8 NIP, . 4836 S.IU. 14 CT,MIAMI, FLORIDA 3315t� kY) 3 O _ (305) Fi(o43-0255 B- LFRANIN•AOLZOM r I r•r r • u • • • • • • CONCRETE E ROOF 5 51EAl 1 SCHEPULIE • ^ ^•r` `o•r` r r r r •i•r • i i � � � � Q O cQ x R REINFORCING T TIES OR STIRRUPS , ••� , rn MARK I ELEV. W IZE x ,•� • •;�•`� r co a I N : : IREMARI'.S + : 5OTT. C CONT_ TOP C C I I- I NO. T TYPE S SPACING : . c RB -4 + +20' -10° 8 8" x 14" 2 2* 5 2 2 M 5 * *3 0 0 1 10 b" O.C_ W W o v q W • RB - 8" x 2 6 2 2 05 2 2 • 5 + +3 © © 6 6" Ol.••r` -5 + +23' -2" 8 x 3 RB40 + +20' -10" 1 12 " x 12" 3 3 * 5 2 2 05 * *3 p p 0 0 4 "" O,G_ � �,.,` •�r,. • . ...` u... . . � � � � � � y RB --i + +20' -10" 1 12" x 12" 3 3 05 2 2 05 0 03 p p * * 41" OL_ O W RAKED " VARIES 1 16" 2 2 "5 2 2 � * *3 p p + "1 O W RB -B 4 W z + T5 SEE 8 8"X12" 2 2 N 5 2 2 "5 * *3 0 0 • 4 +2" 13AL. 1 15 TOP450TT.COR R W AN . .-" A SEC110N ONE PLY TRUss TWO PLY THU55 •I A 'I � m 11 -0II (MAX UPL FT ■ 3� SCHEDULE MARK DESCRIPTION MARK DESCRIPTION ANGLE 3X3X1/4" W/ EXTENDED LEG 5 /6" DIA, HILTI KWIK BOLT II (CARBON STEEL) 1 (F,_ 5 2 REQ'D X 4" EMBED. 2 STEEL PLATE 9- 3/4 "X4 "Xl /4" (FY =36KI) 6 PREFABRICATED TWO OR THREE PLY TRUSS 3 CONCRETE MASONRY BLOCK. -1 MIN. 5 /8 "EXT. GRADE PLYWOOD, SEE PLAN FOR NAILING REQUIREMENTS ONE (1) 518" DIA. THRU BOLT FOR MIN. VIX12" CONC. TIE BEAM (FC =3000 PSI MIN. 4 TWO PLY TRUSS, a GIRDER TRUSS ANCHORAGE DETAIL I = 1' -0" TRU55 OR GIRDER TRUSS (2) I6d NAILS EA, TRM (TYP-) GL `_m " I d 21 -0" LAP L BL-J TOP VIEW g BOTTOM CHORD GRACING 2xp 4 WOOIF�N" EN TwssE5 TOP VCHORDS + PLYWOOD SHEATHING PANEL POINTS • 4' -0" O.C. W/ (2) lbd NAILS EACH END (CID) 2 -16d N410 (TYP-) PROVIDE 2X4 50TT. CHORD LATERAL CONT. 5RACING • TRUSS PANEL POINTS OR 10' -0" O.C. W/ 2 -I6d NAILS • EACH TPU56 (5L). WOOD 5LOCKING DETAIL. M SCALE. 3/4 =1 -0 a;. � dIJ r PREFAB WOOD TRUSSES 24"" O.G. FOR SHEATHING t� E" � ~tea T� 0 `.../ z o r- w Q 0 a H W E- E- 0 • co v � z W 0 W l�(� a w I I I 01 I 1 1 I I I I 12 5EE NOTE 3/5 -2 f. 14 NVHTAI6 O (2) TA20 m </ II 90' STD_ HK I I m - LJ TB 0 O rt � O Q cu cry w 'o IeAe m .d � �d U a" TRUSS TIE DOWN W/ NVHTAI(o 8Y NUVUr= r sheet no. 4 TWO TA20 BY USP'� - sc�LE:s�� Z v OI'1 m i r T. Consulting Structural Engineer/i P.E. * 330-14 'JUN ;T8 NIP, . 4836 S.IU. 14 CT,MIAMI, FLORIDA 3315t� kY) 3 O _ (305) Fi(o43-0255 B- LFRANIN•AOLZOM r I GIRDER TRUSS ANCHORAGE DETAIL I = 1' -0" TRU55 OR GIRDER TRUSS (2) I6d NAILS EA, TRM (TYP-) GL `_m " I d 21 -0" LAP L BL-J TOP VIEW g BOTTOM CHORD GRACING 2xp 4 WOOIF�N" EN TwssE5 TOP VCHORDS + PLYWOOD SHEATHING PANEL POINTS • 4' -0" O.C. W/ (2) lbd NAILS EACH END (CID) 2 -16d N410 (TYP-) PROVIDE 2X4 50TT. CHORD LATERAL CONT. 5RACING • TRUSS PANEL POINTS OR 10' -0" O.C. W/ 2 -I6d NAILS • EACH TPU56 (5L). WOOD 5LOCKING DETAIL. M SCALE. 3/4 =1 -0 a;. � dIJ r PREFAB WOOD TRUSSES 24"" O.G. FOR SHEATHING t� E" � ~tea T� 0 `.../ z o r- w Q 0 a H W E- E- 0 • co v � z W 0 W l�(� a w I I I 01 I 1 1 I I I I 12 5EE NOTE 3/5 -2 f. 14 NVHTAI6 O (2) TA20 m </ II 90' STD_ HK I I m - LJ TB 0 O rt � O Q cu cry w 'o IeAe m .d � �d U a" TRUSS TIE DOWN W/ NVHTAI(o 8Y NUVUr= r sheet no. 4 TWO TA20 BY USP'� - sc�LE:s�� Z v OI'1 m i r T. Consulting Structural Engineer/i P.E. * 330-14 'JUN ;T8 NIP, . 4836 S.IU. 14 CT,MIAMI, FLORIDA 3315t� kY) 3 O _ (305) Fi(o43-0255 B- LFRANIN•AOLZOM r I w I I I 01 I 1 1 I I I I 12 5EE NOTE 3/5 -2 f. 14 NVHTAI6 O (2) TA20 m </ II 90' STD_ HK I I m - LJ TB 0 O rt � O Q cu cry w 'o IeAe m .d � �d U a" TRUSS TIE DOWN W/ NVHTAI(o 8Y NUVUr= r sheet no. 4 TWO TA20 BY USP'� - sc�LE:s�� Z v OI'1 m i r T. Consulting Structural Engineer/i P.E. * 330-14 'JUN ;T8 NIP, . 4836 S.IU. 14 CT,MIAMI, FLORIDA 3315t� kY) 3 O _ (305) Fi(o43-0255 B- LFRANIN•AOLZOM r I 12 5EE NOTE 3/5 -2 f. 14 NVHTAI6 O (2) TA20 m </ II 90' STD_ HK I I m - LJ TB 0 O rt � O Q cu cry w 'o IeAe m .d � �d U a" TRUSS TIE DOWN W/ NVHTAI(o 8Y NUVUr= r sheet no. 4 TWO TA20 BY USP'� - sc�LE:s�� Z v OI'1 m i r T. Consulting Structural Engineer/i P.E. * 330-14 'JUN ;T8 NIP, . 4836 S.IU. 14 CT,MIAMI, FLORIDA 3315t� kY) 3 O _ (305) Fi(o43-0255 B- LFRANIN•AOLZOM r I