Loading...
05-1487-015SEE TRU66 MANUF, VXYA' BENT IE BLOCK SHOE' DWG " SHOP DUY_s5. (Fy 36 K61) ADJUST LENGTH ,�. 1 In 2 (IN) d (IN) (Fyy= 36 K'SI) ADJUST LENGTH ZONE 4 Td GIRDER TRUSSS NUMBER - - 5 /a' MIN COX a'xY4' BENT IE ZONE 3 FOR 2 PLY TRUSS, OR OF PL Y'S, OF PLY'S. ✓' PLYWOOD. SEE PLAT' (Fya 36 K91) ADJUST LENGTH NETbRO-5e 15 PSF ( N A N N) (1) 5/8' DIA THRU BOLT P' WOOD PREFAB GIRDER FOR NAILING TO GIRDER TRUSS NUMBER TRUSS TWO TD FOUR 60 65 FOR 2 PLY TRUSS, OR 3,{4' 45 116 L 2 � -X2 �'XY4' 116 REQUIREMENT OF PLY'S. 112 (E BIDE) (1) 3/4' DIA. THRU BOLT 1� 63 15 54 44 106 WOOD PREFAB GIRD4p" 106 96 FOR THREE PLY TO 5 54 59 66 52 (1) 5 /ts" DIA THRU Bc:,�T TRUSS TWO TO FO It 1 IN FOUR PLY TGU59E'S 100 51 56 63 FOR 2 PLY TRUSS, C:.: PLY TRU55 tl ll 61 L 2 NX2 J -XVW I (1) 3/4' DIA. THRU ec ',T I (EA SIDE) i FOR THREE PLY TO I IM NO 11111 1111 IN 0, Ole a 0 Imm In m moo 01 so in 9111 p U w '( >r0N o a FOUR PLY TRU55E5 Ii- N Q �N a 2 W �Q(Dm ; !' i M 4 L 2 � -X2 VXY4' 1 '' i':. , .�' ;::i ;,'y .,' ;� •,." a 0 NO (EA. 'SIDE) w .. ,. 'i i ';: • {;',:'y... ', .:;:: `. '• : J W FOR BOLT'S DATA N NQ�X } (SEE SCHEDULE BELOW) MIN, a' X 12' -- CON' TIE BEAM 1 Y4' MIN. (FC =3,000 PSI MIN.) ELEVATION 2 PLY TRUSSES MASONRY MIN. 8' x 12' ELEV ATION CONIC TIE BEAM 3 PLY TRUSSES I Y4' MIN. MIN.)3 "�0 PSI 5 mlN" MINIMUM ANCHOR BOLT EMIEDMENT (SEE SCHEDULE BELOW) SEE SCHEDULE SECTION TYPE AREA BLOCK SEE TRU55 MANUF. SHOP DUY_s5. a'X'i' BENT R In 2 (IN) d (IN) (Fyy= 36 K'SI) ADJUST LENGTH ZONE 4 (I) 5 /8' DIA THRU BOLT TO GIRDER TRUSS NUMBER ZONE 2 ZONE 3 FOR 2 PLY TRUSS, OR OF PL Y'S, A 13,4 0 " (1) 3/4' DIA, THRU BOLT NETbRO-5e 15 PSF ( N A N N) MIN, FOR THREE PLY TO WOOD PREFAB GIRDER ROS FOUR PLY T"!b ES TRUSS TWO TD FOUR 60 65 PLY TRUSSES 55 45 116 L 2 � -X2 �'XY4' 116 106 122 112 (E BIDE) 20 58 63 15 54 44 106 96 106 96 NVHTA 22 50 54 59 66 52 42 91 It 1 IN at 100 51 56 63 50 40 tl ll 61 MIN. 8' x 12' ELEV ATION CONIC TIE BEAM 3 PLY TRUSSES I Y4' MIN. MIN.)3 "�0 PSI 5 mlN" MINIMUM ANCHOR BOLT EMIEDMENT (SEE SCHEDULE BELOW) SEE SCHEDULE SECTION TYPE AREA F30LTS MIN. EMBED. (IN) h MIN. (IN) h I (IN) In 2 (IN) d (IN) 40 PSF ( " ") ZONE 4 ZONE 5 ZONE 1 ZONE 2 ZONE 3 ZON'2 ZONE 3 A 13,4 0 " (2) 3/4' 0 HILTI HAS SUPER EPDXY W/ HIT HYI50 NETbRO-5e 15 PSF ( N A N N) MIN, MIN. MIN, ROS J 10 60 65 a 55 45 IAL F� ED F FR. C,ONNECTO� h s 3/4' ■ V -0' PRE -FAB WD. TRUSSES Q 24" O.G. (PROviDE SHOP DWG'S FOR ENGINEER APPROVAL) Cr PLAN) a5 ANCHOR PLAN PLAN TOP �OF TIE BM. REINF, (SEE PLAN) T`'F I CAL f=-,COF T CONN D TA f WAX s 3/4' - V -V' CO" IF'ONENTS 4 C1-41DD ING WIND F'F,1ES5U%E6 (IN i=5F) AREA WALLS ROOF OVERHANG ZONES 4 4 5 20 PSF 2 nd FLOOR= 40 PSF ( " ") ZONE 4 ZONE 5 ZONE 1 ZONE 2 ZONE 3 ZON'2 ZONE 3 R05 NET 11ROSE NETbRO-5e 15 PSF ( N A N N) NET ROSE- NET ROS NET 10 60 65 a 55 45 116 106 116 106 122 112 1 IS iaa 20 58 63 15 54 44 106 96 106 96 NVHTA 22 50 54 59 66 52 42 91 It 1 IN at 100 51 56 63 50 40 tl ll 61 11 NOTE: DESIGN PRESURE VARIES WITH DIRECTION OF APPLICATION DUE DIFFERENT SHAPE FACTORS. NUMBERS SHOWN REPRESENT MAXIMUN VALUES. (PRESURE IN P5F TYPICAL) LEGEND P DENOTES GRAVITY DOWNWARD DL 4 LL LOAD U DENOTES NET UPLIFT LATERAL BRACING NOTE: TRW5SE6 SHALL HAVE LATERAL BRACING CONSISTING OF 1'X4' MEMBERS NAILED W/ SD COMMON NAILS TO THE UPPER SIDE OF BOTTOM CHORDS Q PANEL POINTS NOT EXCEEDING 10 FT. APPART. RESTRAIN THIS BRACING AT EACH END AT EVERY 20 FT. INTERVALS, 1 0 1 1 1 ROOF BELOW Pp: °'c1wFFT !;- 6;1;;�AV17" DESIGN LOAD5 N.O.A. DL: ROOFS= 35 PSF (INCLUDE SELF WT) LL: ROOFS= 20 PSF 2 nd FLOOR= 40 PSF ( " ") 2 nd FLOOR= 40 PSF STAIR 125 PSF ( " ") STAIR = 100 PSF BALCONY = 105 PSF C " ") BALCONY = 60 PSF TERRACE = 15 PSF ( N A N N) TERRACE = 20 PSF LEGEND P DENOTES GRAVITY DOWNWARD DL 4 LL LOAD U DENOTES NET UPLIFT LATERAL BRACING NOTE: TRW5SE6 SHALL HAVE LATERAL BRACING CONSISTING OF 1'X4' MEMBERS NAILED W/ SD COMMON NAILS TO THE UPPER SIDE OF BOTTOM CHORDS Q PANEL POINTS NOT EXCEEDING 10 FT. APPART. RESTRAIN THIS BRACING AT EACH END AT EVERY 20 FT. INTERVALS, 1 0 1 1 1 ROOF BELOW Pp: °'c1wFFT !;- DROP TIE BEAM I'Iil��i� IN ©Q P= 3.2k w B 2 U =-2.4k SEE GIRDER ;t ool USP UGTS 53 GONN tYPE O 1�� 127345 EA. N. 00014H N.O.A. AVIS ENGINEERS P.A. FN. z TRUSS 1 1 (305) 266• -2566 USP DTG .. 5241 - 2K 1,410" 4" EMS. (4) 106 SEAT (9) 10d STRAP (2) 3/4'X 6' -4' LG. USP UGTS 53 03- 0219,02 ro 390" POWERS WEDGE BOLT EMS. 5' SY POWERS FA5TN, INC. I I9/I'(o oN4 3/4 02- 0"119.02 830" y W (4) 10d ' 6 02- 0719.02 1215« T 2,565" y (14) 16d ((0) 16d U5P NFM3U 01- 0124.0(0 31450 T 5,955 y 1/2' ANCHOR (5) 1/2" BOLTS NU -VUE 03- 0224.10 2,133"T 4' EMBED (20) !fad. STRAP (ro) Irod SEAT NVHTA 22 W I I ( i I IM NO 11111 1111 IN 0, Ole a 0 Imm In m moo 01 so in 9111 p U w '( >r0N o a Ii- N Q �N a 2 W �Q(Dm ; !' i 4 1 < 2000 a 0 NO N 00 ZiL:0)0 $ o J W ; I N NQ�X } 1 ? 1 N IL 1 U ■ -l.Ik U5P DTG USE 5/6' CDX PLYWOOD g SHEATHING W/ IOD NAILS Q 4" P= 5Jk O.C. Q DIAPHRACsM U= -3.1k BOUNDARIES * W O.G. 9 OTHER USE U5P DTG UGTS 53 PANEL EDGES P= 0.1310 _ USE USP DTG P = 12.4k U = -9k ( Ink" Ri"3 1 (21' ") -- rt-- O41AIUO d CAH1>• RG i sn•ucttiAU Aw.W.rrt P.E. No MD.!i. DROP TIE BEAM I'Iil��i� IN ©Q P= 3.2k w B 2 U =-2.4k SEE GIRDER ;t ool USP UGTS 53 GONN tYPE O 1�� I " GIRDER TRUSS 03 P 4.4k n I I I II \ SPAN OF THIS TRU55: 35' -1' / UGTS 53 -——-- __ "'Y uj - - --- � � � ♦ / PRI FAB. � / � I � � I A END JACK.,, n 1 1 I 11 (L — — — — — \ WOOD TRUS E5 24 O.Gf (2) BRACING W/ 2 -Irod -T �y NAILS * EACH POINT, T" ALL LAPPED AT LEAST W / U OL J Q / ♦/ / 'C\� I TWO TRUSSES EA. MAX. M TYP. f 151 � U a tu P* 2.1k u� u- N U 1.5k v� - - - - --- - - �� = - m I. — m Q �- / / \ ���� I I NU -vUE NvHTA 22 CORNES [L i JACKS II 1 1 p I I I I \ I / RTP -1 (1 -) to W ` too. y y GIRDER TRUSS 04 �� i V V V vY 1-1 ,» -- PIGGY BACK w v v u u y = 1 / OVER TRUSSES U M. » 1�5 I \ \ / k W W W 11 — k \ 1 1 I I I r An.� Y» �" » YV r» t 3 ! \Q Y I I \\ t ,� U = -3rY/k *YYi Vy `¢� UGTS 53 v �o.• P.T. WOOD LEDGER v •• u F I y'+ ROOF FRAMIN , USP UGTS 530 - - PLAN 'I P = U = -13k TRU5S CONNECTOP, 5GHEDULE 127345 EA. N. 00014H N.O.A. AVIS ENGINEERS P.A. FN. 780 TANI MI CANAL ROAD TRUSS MIAMI, FLORIDA 33144 (305) 266• -2566 USP DTG .. 5241 - 2K I " GIRDER TRUSS 03 P 4.4k n I I I II \ SPAN OF THIS TRU55: 35' -1' / UGTS 53 -——-- __ "'Y uj - - --- � � � ♦ / PRI FAB. � / � I � � I A END JACK.,, n 1 1 I 11 (L — — — — — \ WOOD TRUS E5 24 O.Gf (2) BRACING W/ 2 -Irod -T �y NAILS * EACH POINT, T" ALL LAPPED AT LEAST W / U OL J Q / ♦/ / 'C\� I TWO TRUSSES EA. MAX. M TYP. f 151 � U a tu P* 2.1k u� u- N U 1.5k v� - - - - --- - - �� = - m I. — m Q �- / / \ ���� I I NU -vUE NvHTA 22 CORNES [L i JACKS II 1 1 p I I I I \ I / RTP -1 (1 -) to W ` too. y y GIRDER TRUSS 04 �� i V V V vY 1-1 ,» -- PIGGY BACK w v v u u y = 1 / OVER TRUSSES U M. » 1�5 I \ \ / k W W W 11 — k \ 1 1 I I I r An.� Y» �" » YV r» t 3 ! \Q Y I I \\ t ,� U = -3rY/k *YYi Vy `¢� UGTS 53 v �o.• P.T. WOOD LEDGER v •• u F I y'+ ROOF FRAMIN , USP UGTS 530 - - PLAN 'I P = U = -13k TRU5S CONNECTOP, 5GHEDULE MARK N.O.A. ALLOWABLE FASTENER - SEAT TRUSS L IFT USP DTG 01- 0124.0ro 1,410" 4" EMS. (4) 106 SEAT (9) 10d STRAP (2) 3/4'X 6' -4' LG. USP UGTS 53 03- 0219,02 ro 390" POWERS WEDGE BOLT EMS. 5' SY POWERS FA5TN, INC. I I9/I'(o oN4 3/4 02- 0"119.02 830" y (4)10d (4) 10d IMP50N HUS 1 5/8' X 5/S' 6 02- 0719.02 1215« T 2,565" y (14) 16d ((0) 16d U5P NFM3U 01- 0124.0(0 31450 T 5,955 y 1/2' ANCHOR (5) 1/2" BOLTS NU -VUE 03- 0224.10 2,133"T 4' EMBED (20) !fad. STRAP (ro) Irod SEAT NVHTA 22