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13-905-006EXISTING CONCRETE BEAM 3 S2 TERMITE PROTECTION 2 S2 r COMPLY WITH THE FOLLOWING: ` BUILDINGS(S) SHALL HAVE PRE- CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY PERFORMING THE TREATMENT.` �\ \� 0 o 9 _2 4 "X24" ®48" O.C. W /STUCCO FINI ez 4 "x4 "xt /4 "STEEL COLUMN 3 "x6 "xi /4" STEEL W /NONCORROSIVE FINISH 2 "x4" YELLOW PINE No 2 2 -NU -WE INDUSTRIES NVTH -20 BEAM GIRDER TRUSS W[8- 10dx1.5 NAILS (EACH) TUOTAL ALLOWABLE L ADS: 2600 Ibs NOA: 12- 0130.35 TOP OF METAL BEAM (MB) r_~ • 1/4 MOISTURE BARRIER " 0• NOT SHOWN 2"S WOOD FASCIA \\ \ f TERRACESECTION CONCRETE BEAM TYP. SC: 3/4 " =1' 12 .F F s: z CONNECTION GIRDER CONC. FILLED CELL —W r#5 REINF. TIE DOWN y SCL: NTS TYP. EXISTING CIS WALL TRUSSTO BEAM. f NU -WE INDUSTRIES NVTH -20 8"x8 %1 /4" STEEL W/8-1061.5 NAILS ALLOWABLE LOADS: 1329 Ibs PLATE WITH 4 -5/8" WEDGE 2 "x6" YELLOW PINE No 2 NOA: 12- 0130.35 BOLTS 4" MIN. EMB. WOOD TRUSS 0 24" O.C. r 2"x61/4" STEEL 0 MOISTURE BARRIER •° NOT SHOWN ANGLE 6" LG WELDED TO 4" min. EMBEDMENT � PLATE AND BEAM WITH 1/4" CONT CHORD ALL AROUND • NEW CONT. CONCRETE BEAM 3 "x6 "x1 /4" STEEL BEAM CEILING. 2"x4" P.T. HORZ. WOOD BRACING. TRUSS STEEL BEAM CONNECTION WOOD Sc: NTS � TO EXIST. BEAM. SCL: NTS TYP. CONNECTION DE TAIL TYP, 2"x4" LATERAL BRACING 5 S2 ---- . state gat. SCOPE OF WORK CONSIST OF: RESIDENCE ROOF FRAMING NOTES 1. TRUSS MANUFACTURER SHALL SUBMIT DRAWINGS FOR ARCHITECTS /ENGINEER REVIEW PRIOR TO FABRICATION 2. HATCHED AREAS DENOTES VOLUME CEILING. 3. G.T. DENOTES GIRDER TRUSS BY MANUFACTURER. 4. TRUSS MANUFACTURER SHALL VERIFY ALL KNEE HEIGHTS. 5. REFER TO TRUSS MANUFACTURER ENGINEERING DRAWINGS FOR ALL ROOF TRUSS REQUIRED TEMPORARY AND PERMANENTS BRACING, GABLES END BRACING, DETAILS, AND REQUIRED GRAVITY BRACING. 6. ALL BRACING TO BE 2 "X4" HEM -FIR OR EQUAL WITH A MINIMUM FIBER STRESS OF 1.000 P.S.I. NAILED TO EACH INTERSECTING JOIST MEMBER WITH 2-16d NAILS MINIMUM. 7. PROVIDE 1 "x3" Y.P. WOOD AT 16" O.C. ATTACHED TO THE UNDERSIDE OF BOTTOM CHORD. 8, PROVIDE 2 #5x3'- 0 "x3' -0" CORNER BARS AT EXTERIOR FACE OF CONCRETE BEAM. 9. TRUSS TO HAVE CONNECTIONS AS INDICATED ON ROOF PLAN ABOVE. 10, EXTEND THE MAIN ROOF SHEATHING UNDERNEATH THE VALLEY SET TRUSSES, ALSO ANCHOR EACH END OF THE VALLEY SET TRUSSES TO THE MAIN ROOF TRUSSES. 11, THE HANDLING, ERECTION AND FLYING OF WOOD TRUSS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE DESIGN DRAWINGS OF SAID WOOD TRUSS 12. ROOF TRUSS LOADING: LIVE LOAD = 30 P.S.F. DEAD LOAD = 25 P.S.F. TOTAL. = 55 P.S.F. I �r 2 "4" No. 2 CROSS BRACING AT 60" O.C. TO 36" MINIMUM WALL HEIGHT, ATTACHED TO MASONRY GABLE WALL AND TRUSSES. 2' -0" TYP. QROP�SE� R\� 5 2 _2" i r s l C� EXISTING CONCRETE BEAM ,0 `1 1 a LATERAL BRACING TO 2 "x4" YELLOW PINE No. 2 CONTINUOS LAP 3 TRUSSES \ AN ATTACHE TO EACH BY WITH2 -16d PROVIDE 1/4 NAILS PER CONECTION BRACING AN U: 2,099 1b G: 4,320 lb SPACING AT PANEL EDGES EACH 1/3 SPA. 2"x8" WOOD FASCIA 4' x E' CDX PLYWOOD SHEATHING MIN. 19/32" THICK — " 9_10 MAX. SPAN 24" 2 "x4" BLOCKING @ 9 �2 ALL PLYWOOD SEAMS, 48" BACK NAILS 0 4 o.c. EA. SIDE OF SEAM NEW. 2 "xf WOOD FASCIA SEE TYPICAL WALL SECTION NAILED W/ 3 -16d NAILS 0 EACH JOIST ' 2 "x6" WOOD FACIA 2 "x4" No. 2 P.T. WOOD NAILER ATTACHED TO MASONRY GABLE 1/16" SPACE AT PANEL ENDS _ "4 EXP, BOLTS AT 48" 2 "x4" WOOD JOIST O.C. IN FILLED CELLS. © 24 O.C. 2 #5 POURED T. CAP 8d RING SHANK NAILS AT 6 "o.c: AT PANEL EDGE AND INTERMEDIATE SUPPOR 4 "o.c. @ GABLE ENDS 8"x12" CONCRETE BEAM FIRST 48" BACK Si PLYWOOD NAILING DETAIL 2 "x8" WOOD FASCIA SCALE: N.T.S. 2 "4" OUTLOOKERS "NU -WE "- TWISTED RAFTER TIE NVRT -20. GAUGE 14 WITH 6-16d NAILS TO JOIST AND 6 -$10 SCREWS TO BEAM "- "NU -WE TWISTED RAFTER TIE NVRT -20. GAUGE 14 2 LAYERS OF 30# PAPER TINCAPED 'l'y NOA: 12 0130.33 EXP. 08/21/2013 WITH 6 -16d NAILS TO JOIST 0 B" FIELD AND 6" EDGES, G.A.F. SOUTHERN PINE AND 6 -x!10 SCREWS TO BEAM ROYAL SOVEREIGN ASPHALT v o 2"x6" YELLOW PINE No 2 NOA: 12- 0130.33 EXP. 08/21/2013 SHINGLES INSTALL WITH 6 NAILS EACH �� UI cc WOOD JOISTS 0 24" O.C. TOP OF METAL BEAM (MB) 5/8" CDX PLYWOOD NAILED W /8d RING SHANK NAILS 0 4" O.C. 0 FIELD PREFABRICATED WOOD TRUSS 0 24" O.C. k 1.5/12 2 "x6" OUTLOOKFRS AND 6" 0 EDGES 0 12 0 3 "x3 "x26G METAL DRIP 1.5 0 NAILER 04" O.C. - • • • 3 "x6 "x1/4" STEEL BEAM 1 "X2" P.T. WOOD /BEAM 1 2.X8,. WOOD FACIA. JOIST' _ 2' -0" CONNEC TION DETAIL SC: NTS TYP. 2 "X4" WOOD U: 650 lb G: 724 lb , SUB FACIA NAILER SCREEN VENT. (TYP) 1/2" PLYWOOD 5H EXISTING CONCRETE BEAM 3 S2 TERMITE PROTECTION 2 S2 r COMPLY WITH THE FOLLOWING: ` BUILDINGS(S) SHALL HAVE PRE- CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY PERFORMING THE TREATMENT.` �\ \� 0 o 9 _2 4 "X24" ®48" O.C. W /STUCCO FINI ez 4 "x4 "xt /4 "STEEL COLUMN 3 "x6 "xi /4" STEEL W /NONCORROSIVE FINISH 2 "x4" YELLOW PINE No 2 2 -NU -WE INDUSTRIES NVTH -20 BEAM GIRDER TRUSS W[8- 10dx1.5 NAILS (EACH) TUOTAL ALLOWABLE L ADS: 2600 Ibs NOA: 12- 0130.35 TOP OF METAL BEAM (MB) r_~ • 1/4 MOISTURE BARRIER " 0• NOT SHOWN 2"S WOOD FASCIA \\ \ f TERRACESECTION CONCRETE BEAM TYP. SC: 3/4 " =1' 12 .F F s: z CONNECTION GIRDER CONC. FILLED CELL —W r#5 REINF. TIE DOWN y SCL: NTS TYP. EXISTING CIS WALL TRUSSTO BEAM. f NU -WE INDUSTRIES NVTH -20 8"x8 %1 /4" STEEL W/8-1061.5 NAILS ALLOWABLE LOADS: 1329 Ibs PLATE WITH 4 -5/8" WEDGE 2 "x6" YELLOW PINE No 2 NOA: 12- 0130.35 BOLTS 4" MIN. EMB. WOOD TRUSS 0 24" O.C. r 2"x61/4" STEEL 0 MOISTURE BARRIER •° NOT SHOWN ANGLE 6" LG WELDED TO 4" min. EMBEDMENT � PLATE AND BEAM WITH 1/4" CONT CHORD ALL AROUND • NEW CONT. CONCRETE BEAM 3 "x6 "x1 /4" STEEL BEAM CEILING. 2"x4" P.T. HORZ. WOOD BRACING. TRUSS STEEL BEAM CONNECTION WOOD Sc: NTS � TO EXIST. BEAM. SCL: NTS TYP. CONNECTION DE TAIL TYP, 2"x4" LATERAL BRACING 5 S2 ---- . state gat. SCOPE OF WORK CONSIST OF: RESIDENCE ROOF FRAMING NOTES 1. TRUSS MANUFACTURER SHALL SUBMIT DRAWINGS FOR ARCHITECTS /ENGINEER REVIEW PRIOR TO FABRICATION 2. HATCHED AREAS DENOTES VOLUME CEILING. 3. G.T. DENOTES GIRDER TRUSS BY MANUFACTURER. 4. TRUSS MANUFACTURER SHALL VERIFY ALL KNEE HEIGHTS. 5. REFER TO TRUSS MANUFACTURER ENGINEERING DRAWINGS FOR ALL ROOF TRUSS REQUIRED TEMPORARY AND PERMANENTS BRACING, GABLES END BRACING, DETAILS, AND REQUIRED GRAVITY BRACING. 6. ALL BRACING TO BE 2 "X4" HEM -FIR OR EQUAL WITH A MINIMUM FIBER STRESS OF 1.000 P.S.I. NAILED TO EACH INTERSECTING JOIST MEMBER WITH 2-16d NAILS MINIMUM. 7. PROVIDE 1 "x3" Y.P. WOOD AT 16" O.C. ATTACHED TO THE UNDERSIDE OF BOTTOM CHORD. 8, PROVIDE 2 #5x3'- 0 "x3' -0" CORNER BARS AT EXTERIOR FACE OF CONCRETE BEAM. 9. TRUSS TO HAVE CONNECTIONS AS INDICATED ON ROOF PLAN ABOVE. 10, EXTEND THE MAIN ROOF SHEATHING UNDERNEATH THE VALLEY SET TRUSSES, ALSO ANCHOR EACH END OF THE VALLEY SET TRUSSES TO THE MAIN ROOF TRUSSES. 11, THE HANDLING, ERECTION AND FLYING OF WOOD TRUSS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE DESIGN DRAWINGS OF SAID WOOD TRUSS 12. ROOF TRUSS LOADING: LIVE LOAD = 30 P.S.F. DEAD LOAD = 25 P.S.F. TOTAL. = 55 P.S.F. I �r 2 "4" No. 2 CROSS BRACING AT 60" O.C. TO 36" MINIMUM WALL HEIGHT, ATTACHED TO MASONRY GABLE WALL AND TRUSSES. 2' -0" TYP. QROP�SE� R\� 5 2 _2" i r s l C� EXISTING CONCRETE BEAM ,0 `1 1 a LOADS CURRENT CODE IS 2010 FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL COMPLY WITH ASCE 7 -10. RISK CATEGORY II SPEED WIND: 175 mph EXPOSURE: C Kd: 0.85 INTERNAL PRESSURE COEFFICIENTS Gcpi: max.: 0.18 min.:-0.18 LIVE L. = 30 P.S.F. DEAD L. = 25 P.S.F. FILLED CONCRETE CELLS s2 REINFORCED BAR IN 236" 2„x8" WOOD FASCIA CORNER DETAIL SCL: NTS TYP. 10 ~10„ U: 839 lb G: 1,728 lb TOP OF METAL BEAM (MB) ROOF FRAMING PLAN J "PLYWOOD SCL: 1/411-1 0 "NU -WE "- TWISTED RAFTER TIE i; NVRT -20. GAUGE 14 NU -WE INDUSTRIES NVTH -16 WITH 6 -16d NAILS TO JOIST 2 "x4° CONT. LITERAL WOOD BRACING NAILED ALLOWABLE NAILS AND 6- 10 SCREWS • ALLOWABLE LOADS: 1032 Ibs TO BOTTOM CHORD MAXIMUM 6' -0" SPACING NOA: 12- 0130.33 EXP. 08/21/2013 NOA: 12- 0130.35 AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES a (2) 16d NAILS EACH MEMBER AND TRUSS LAYOUT FOR LOCATION) �o 2#5 POURED "T" CAP SOUTHERN PINE WOOD TRUSS 0 24" O.C. 2 "x4" P.T. WOOD OUTLOOKERS 024" O.C. ' 8'A "x16" CONCRETE MASONRY : •< BLOCK WALL i 2 "x4" No. 2 P.T. WOOD NAILER 2' -0" ATTACHED TO MASONRY GABLE WALL W /�" O EXP. BOLTS AT 48" (OVER LAP 2' -0 " O.C. IN FILLED CELLS. @ SPLICES) PRE- ENGINEERED WOOD TRUSS NU -VUE -WOOD CONNECTOR, PRODUCT PRE-ENGINEERED WOOD TRUSS CODLNVBH24 NOA:OB- 0326.11 EXP.:08/21/2013 ALLOWABLE LOADS:1 113 Ibs TYPICAL "X" BRACE 6 TYPICAL LATERAL BRACE 7 NTS TYP. TOP VIEW SC: NTS TYP. SC: SIDE VIEW SPLICE TRUSS/BEAM $ CONNECTION DETAIL r�� "`S V11 eeeeee Ewle � --eta _. MA el \ LOADS CURRENT CODE IS 2010 FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL COMPLY WITH ASCE 7 -10. RISK CATEGORY II SPEED WIND: 175 mph EXPOSURE: C Kd: 0.85 INTERNAL PRESSURE COEFFICIENTS Gcpi: max.: 0.18 min.:-0.18 LIVE L. = 30 P.S.F. DEAD L. = 25 P.S.F. FILLED CONCRETE CELLS s2 REINFORCED BAR IN 236" 2„x8" WOOD FASCIA CORNER DETAIL SCL: NTS TYP. 10 ~10„ U: 839 lb G: 1,728 lb TOP OF METAL BEAM (MB) ROOF FRAMING PLAN J "PLYWOOD SCL: 1/411-1 0 "NU -WE "- TWISTED RAFTER TIE i; NVRT -20. GAUGE 14 NU -WE INDUSTRIES NVTH -16 WITH 6 -16d NAILS TO JOIST 2 "x4° CONT. LITERAL WOOD BRACING NAILED ALLOWABLE NAILS AND 6- 10 SCREWS • ALLOWABLE LOADS: 1032 Ibs TO BOTTOM CHORD MAXIMUM 6' -0" SPACING NOA: 12- 0130.33 EXP. 08/21/2013 NOA: 12- 0130.35 AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES a (2) 16d NAILS EACH MEMBER AND TRUSS LAYOUT FOR LOCATION) �o 2#5 POURED "T" CAP SOUTHERN PINE WOOD TRUSS 0 24" O.C. 2 "x4" P.T. WOOD OUTLOOKERS 024" O.C. ' 8'A "x16" CONCRETE MASONRY : •< BLOCK WALL i 2 "x4" No. 2 P.T. WOOD NAILER 2' -0" ATTACHED TO MASONRY GABLE WALL W /�" O EXP. BOLTS AT 48" (OVER LAP 2' -0 " O.C. IN FILLED CELLS. @ SPLICES) PRE- ENGINEERED WOOD TRUSS NU -VUE -WOOD CONNECTOR, PRODUCT PRE-ENGINEERED WOOD TRUSS CODLNVBH24 NOA:OB- 0326.11 EXP.:08/21/2013 ALLOWABLE LOADS:1 113 Ibs TYPICAL "X" BRACE 6 TYPICAL LATERAL BRACE 7 NTS TYP. TOP VIEW SC: NTS TYP. SC: SIDE VIEW SPLICE TRUSS/BEAM $ CONNECTION DETAIL r�� "`S V11 eeeeee Ewle � --eta _. MA el