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13-550-043a� r 0 ,4 S -5 3' -0" 2' -0" % OH. NOA No./ tC 2 U =804 LB, B L� 19 O2 2 � 21-4" �o - ® 1 USE STRAP S -5 0 U =5185 LB, 5-6 AA PRE-ENGINEERED TYPE 3X12 WD BM o 3X12 WD BM WOOD ROOF 3X12 Wp F3M 3X12 USE STRAP C E 5T P TC TYPE "A.. 4,3x8 WOOF x o U =2926 LB, G =3154 LB I/ O—U=3232 LB, G =3484 LB /USE STRAP TYPE "L" V 12' -0" OF BLOCKING REQ'5. U =2926 LB, G =3154 LB USE STRAP I TYPE "G" �r r � m U =2926 LB, G =3154 LB USE /TRAP TYPE tC -3232 G =3 LB U5 STRAP PE " I WOOD ROOF TRU55ES 924" O /C. TRU55E5 924" O /C. 1 -411 U =804 LB, G =115 LB m TC USE STRAP TYPE "E" TB -1 (24'-2' PRE - ENGINEERED WOOD ROOF TRU55ES 924" O /C. _2 -011 v (l R (24' 2 ") RB�1(2 '- % tG NOA No./ tC 2 U =804 LB, B L� 19 O2 2 � 21-4" G =115 LB - ® 1 USE STRAP S -5 � U =5185 LB, 5-6 AA PRE-ENGINEERED TYPE SEE DETAIL © G =5589 LB WOOD ROOF 3X12 Wp F3M 3X12 USE STRAP TRUSSES 924" O/C. E 5T P TC TYPE "A.. 4,3x8 WOOF T E "L" o o U =2926 LB, G =3154 LB r �.� TC USE STRA P O S TYPE "G" �� / I/ O—U=3232 LB, G =3484 LB /USE STRAP TYPE "L" V 12' -0" OF BLOCKING REQ'5. U =2926 LB, G =3154 LB USE STRAP I TYPE "G" �r r � m U =2926 LB, G =3154 LB USE /TRAP TYPE tC -3232 G =3 LB U5 STRAP PE " I WOOD ROOF TRU55ES 924" O /C. TRU55E5 924" O /C. 1 -411 U =804 LB, G =115 LB m TC USE STRAP TYPE "E" TB -1 (24'-2' PRE - ENGINEERED WOOD ROOF TRU55ES 924" O /C. _2 -011 v (l PRE - ENGINEERED WOOD OOF TRU55ES 924" O /C. 4.12 IR X (6) ROWS OF 2"x4'! TOP 4 BOTTOM CHORD HORIZ. BRIDGING (TYP) PRE- ENGINEERED WOOD ROOF _ — TRU55E5 924" O /C. - �t WOOD ROOF TRU55ES 924" O /C. 7' U =6181 LB, - - - G =1315 LB U5E STRAP TYPE "B" TC 3 =(� OH. tC RB -1 (24' -2 ") cJ --� 3' -0° U =5185 LB, TIC TG OR G =5589 LB p 0 USE STRAP 5-5 TC tv TYPE "J" 0 3x8 WOOD z J015T 924" O /C. G U N E nl S-5 m U =2926 LB, G =3154 LB USE STRAP TG 1} ) TYPE "G" c0 i TRUSS GIRDER U O 2 tC / TB -I (24' -2" U =804 L13, G =115 LB USE STRAP TYPE "E" roll-All Ts -1 (24' -2") U =6041 LB, USE STRAP 2' -0" TYPE "B" T5-1(24'-2" TB -I (28' -1 ") U =3232 L5, G =3484 LI3 USE STRAP TYPE "L" �o -- - I —1 I U =3318 LB, G =3641 LB USE STRAP p� TYPE U =11253 LB, G =12129 LB USE STRAP TYPE "C" + � / PRE - ENGINE — WOOD ROOF U =5201 L5, G =5612 LB USE STRAP TYPE "A" U =2926 LB, G =3154 LB USE STRAP TYPE "G" C al S -5 4:12 TC TC =1 (24' ") 3318 G =36 LB .I5 Y CRAP S -5 (D O TYPE QUANTITY NOA No./ TRU55ES NAILING= 3 L� 19 O2 2 � 21-4" 924" O /C. - ® 1 U =6000" � © SEE: TYPICAL DETAIL SHEET 5 -6.0 [Q SEE DETAIL © �I U =3 2 LB,I 3X12 Wp F3M 3X12 WD BM r / E 5T P 4,3x8 WOOF T E "L" o o O r �.� 1 Es 2 O =115 O S Y �� P — al I TYPE "E' cp `n 12- 013035 U =3117 I 5:12 i x D al N 0 NOT USED O Ja USE, MUGT15 2 a � a a LU PRE - ENGINEERED WOOD OOF TRU55ES 924" O /C. 4.12 IR X (6) ROWS OF 2"x4'! TOP 4 BOTTOM CHORD HORIZ. BRIDGING (TYP) PRE- ENGINEERED WOOD ROOF _ — TRU55E5 924" O /C. - �t WOOD ROOF TRU55ES 924" O /C. 7' U =6181 LB, - - - G =1315 LB U5E STRAP TYPE "B" TC 3 =(� OH. tC RB -1 (24' -2 ") cJ --� 3' -0° U =5185 LB, TIC TG OR G =5589 LB p 0 USE STRAP 5-5 TC tv TYPE "J" 0 3x8 WOOD z J015T 924" O /C. G U N E nl S-5 m U =2926 LB, G =3154 LB USE STRAP TG 1} ) TYPE "G" c0 i TRUSS GIRDER U O 2 tC / TB -I (24' -2" U =804 L13, G =115 LB USE STRAP TYPE "E" roll-All Ts -1 (24' -2") U =6041 LB, USE STRAP 2' -0" TYPE "B" T5-1(24'-2" TB -I (28' -1 ") U =3232 L5, G =3484 LI3 USE STRAP TYPE "L" �o -- - I —1 I U =3318 LB, G =3641 LB USE STRAP p� TYPE U =11253 LB, G =12129 LB USE STRAP TYPE "C" + � / PRE - ENGINE — WOOD ROOF U =5201 L5, G =5612 LB USE STRAP TYPE "A" U =2926 LB, G =3154 LB USE STRAP TYPE "G" C al S -5 4:12 TC TC =1 (24' ") 3318 G =36 LB .I5 Y CRAP S -5 • !0 (D O TYPE QUANTITY NOA No./ TRU55ES NAILING= 3 L� 19 O2 2 O2 21-4" 924" O /C. OH. ® SEE TYPICAL DETAIL SHEET 5 -6.0 U =6000" � © SEE: TYPICAL DETAIL SHEET 5 -6.0 [Q SEE DETAIL © �I U =3 2 LB,I SEE DETAIL OD 5 - 484 E 5T P 4,3x8 WOOF T E "L" o o �I r U=804 L G L 3, 2 O =115 O S Y U5E 5T P — I TYPE "E' NU-WE, NVHTA -24 � 12- 013035 U =3117 I 5:12 i Q • !0 S -( U =6181 LB G =1315 LB USE STRAP i TYPE "B" ai XI m t NOTES i. FOR GENERAL NOTES, REFER TO SHEET 5 -1.0. 2. FOR TYPICAL DETAILS, REFER TO SHO=T 5 -1.1. 3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH THE CENTER LINE OF BEAMS AND /OR FOUNDATIONS BELOW. 4. GENTERL INE OF BEARING WALL OR COLUMN BELOW 15 CENTER LINE OF WALL OR COLUMN IN THIS LEVEL UNLESS OTHERWISE NOTED. 5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. (o. FOR EXACT LOCATION OF ANY OPENING AND /OR EQUIPMENT, COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 1. FOR NON LOAD BEARING MASONRY WALLS AND /OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS. 8. ROOF SYSTEM CONSIST OF A 5/8 GDX PLYWOOD SHEATHING NAILED WK6)d RING SHANK NAILS AT 6 "O /G, (4" AT PERIMETER) OVER PRE - ENGINEERED WOOD TRUSSES. 9. SUPERIMPOSED ROOF LOADS: LIVE LOAD: ------ - - - -30 P5F DEAD LOAD------- - - - -20 P5F 10. ALL TRUSS UPLIFT PROVIDED ARE PER ASCE 1 -10, SERVICE LOADS. (D O TYPE QUANTITY NOA No./ ALLOWABLE NAILING= 3 L� 19 O2 2 O2 FL. APPROVAL tC 1 4 Lu ® SEE TYPICAL DETAIL SHEET 5 -6.0 U =6000" � © SEE: TYPICAL DETAIL SHEET 5 -6.0 [Q SEE DETAIL © �I U =3 2 LB,I SEE DETAIL OD 5 - 484 E 5T P 4,3x8 WOOF T E "L" o o JOIST 924" O /C. T_ zo (9)10dx1.56 STRAP 2 O 2 O O S Y NOT USED 31_311 S -( U =6181 LB G =1315 LB USE STRAP i TYPE "B" ai XI m t NOTES i. FOR GENERAL NOTES, REFER TO SHEET 5 -1.0. 2. FOR TYPICAL DETAILS, REFER TO SHO=T 5 -1.1. 3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH THE CENTER LINE OF BEAMS AND /OR FOUNDATIONS BELOW. 4. GENTERL INE OF BEARING WALL OR COLUMN BELOW 15 CENTER LINE OF WALL OR COLUMN IN THIS LEVEL UNLESS OTHERWISE NOTED. 5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. (o. FOR EXACT LOCATION OF ANY OPENING AND /OR EQUIPMENT, COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 1. FOR NON LOAD BEARING MASONRY WALLS AND /OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS. 8. ROOF SYSTEM CONSIST OF A 5/8 GDX PLYWOOD SHEATHING NAILED WK6)d RING SHANK NAILS AT 6 "O /G, (4" AT PERIMETER) OVER PRE - ENGINEERED WOOD TRUSSES. 9. SUPERIMPOSED ROOF LOADS: LIVE LOAD: ------ - - - -30 P5F DEAD LOAD------- - - - -20 P5F 10. ALL TRUSS UPLIFT PROVIDED ARE PER ASCE 1 -10, SERVICE LOADS. m° OH. ROOF FLAN H. 6 SCALE: 1/4''=V-0 4 " ZONE 1= -49.4 PSF ZONE 2= -86.04 PSF ZONE 3= -86.04 PSF TRUSS ANCHOR SCHEDULE (D O TYPE QUANTITY NOA No./ ALLOWABLE NAILING= 3 L� 19 O2 2 O2 FL. APPROVAL a 3 Lu ® SEE TYPICAL DETAIL SHEET 5 -6.0 U =6000" SEE DETAIL © SEE: TYPICAL DETAIL SHEET 5 -6.0 U =9600" SEE DETAIL © SEE TYPICAL DETAIL SHEET 5 -6.0 U= 11 5" SEE DETAIL OD NOT USED ® NU -VUE, NV5TA -16 o o 12- 013032 zo (9)10dx1.56 STRAP 2 O 2 O O ((o)10dx159 SEAT O NOT USED w ((jam ` NU-WE, NVHTA -24 \ O 12- 013035 U =3117 3 i Q ra. ((o)10dx1.59 SEAT 0 NOT USED O Ja USE, MUGT15 2 a � a a LU Q 0w MIN EMB =4" INTO GONG TB J ry a (28)10d NAILS EACH STRAP a O 2 O a NOT USED t°7 CL L 0 USP, MUGT15 I FL 11910 Q3 (4)10d NAILS 9 TOP OF TRUSS U) ' I C ((0)10d NAILS 9 FACE OF TRU55 O �3 a V / O Q/ O C N I (1) 5/8110 HILT[ KWIK BOLT 3 L � � MIN EM5=4" INTO GONG TB PROVIDE 2 LAYERS OF 90* -ALL ROOFING UPLIFT PROVIDED ARE PER ASCE 1 -10, SERVICE LOADS, ROOF I NG.� URL I I T FLAN SCALE: 3/32 " =1' -011 m° OH. ROOF FLAN H. 6 SCALE: 1/4''=V-0 4 " ZONE 1= -49.4 PSF ZONE 2= -86.04 PSF ZONE 3= -86.04 PSF TRUSS ANCHOR SCHEDULE MARK TYPE QUANTITY NOA No./ ALLOWABLE NAILING= 0 FL. APPROVAL LOAD Lu ® SEE TYPICAL DETAIL SHEET 5 -6.0 U =6000" SEE DETAIL © SEE: TYPICAL DETAIL SHEET 5 -6.0 U =9600" SEE DETAIL © SEE TYPICAL DETAIL SHEET 5 -6.0 U= 11 5" SEE DETAIL OD NOT USED ® NU -VUE, NV5TA -16 1 12- 013032 U =1426" (9)10dx1.56 STRAP u-- ((o)10dx159 SEAT O NOT USED w ((jam ` NU-WE, NVHTA -24 1 12- 013035 U =3117 (18)10dx1.59 (2) STRAPS i ra. ((o)10dx1.59 SEAT 0 NOT USED Ja USE, MUGT15 2 FL 11910 U =8990 (2) 5/5110 HILT] KWIK BOLT 3 LU 0w MIN EMB =4" INTO GONG TB Q ry a (28)10d NAILS EACH STRAP O INTO TRU55 NOT USED t°7 CL L 0 USP, MUGT15 I FL 11910 U =4465* (4)10d NAILS 9 TOP OF TRUSS U) ' I C ((0)10d NAILS 9 FACE OF TRU55 (12)10d NAILS 9 BACK OF TRU56 C N I (1) 5/8110 HILT[ KWIK BOLT 3 MIN EM5=4" INTO GONG TB PROVIDE 2 LAYERS OF 90* ROOFING PAPER UNDER TRU55 Z CN 0 ra ° 0 Lu �J < 0 r� all Q Q W ` U u.. z" x '`'�. u-- C3 ....1 w ((jam ` c� hw i ra. V 0 L LU 0w Q ry a O 2 t°7 CL L L v o - -- U) ' I C C N I U V i� Q 0 V) w Z K 0 V) m O r 2 o ' F- W L c7 Vl w w 10 1 w U Z J U w I_ U Q w 0 r Q 0 z 0 U I � a S z w � Z u — m � o ^I g 0 0 0 ^ / o a CDz N o N i U a o N G � n C) W a a L a AZ Q a O / W Q— `...J w a 'L J Q a s N � z V CD z z s 0 IL U-- O - 0 w Z _ . i a I-I MAW � Li Ld °ss.°`I 10N Z � z w SCALE AS NOTED , a_ c� w d' z DATE 04 -30 -13 u) JOB 13029 O x X Q SHEET S-4 0 ,�fRU�TU ��I�GfNE ' 62'62 QK SUIT L IAMI, FL � 55 PH: (305 61�1- 918 , Iwo TING yE RS 04 J 0 OF SHEETS PAULA. MARTINEZ FLORIDA REG. No. 42650 0 0 V v z w 0 n_ U