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Permit 550-552 W Dutton Island Rd PERMIT WORKSHEET Certificate of Occupancy 1 �� Job Address: tud Type Work: SSG /SS)- iXt+4-c n 3s1 Property Owner: Phone # Contractor: Phone # Permit#: r y Date Issued: S 3 Building Inspections: Footing Slab g o -b Tie Beam Lintel Nailing / Sheathing q,c Framing / Cover Up d• a5,03 Insulation Final Building ` 2 -/ Tree Permit# [u �� YES NO Electrical Permit# p3-- LC3 U b Date /Copy to C.?, JEA CA ,<�5_ Temp, Pole Permit# Date/Co to 03 ' Z�SSS �EA '7" 14 "103 Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole I;,kcl Released to JEA Final '7 - Released to JEA ~L H 556) T la-8.v3 Mechanical Permit# p - z&q LS51 Inspections: Rough p- a .Final FY7 �Z Plumbing Permit# O -• Z LCO y ' 6S4 Inspections: Rough / Underslab LTA-o3 7.4,9 . I '.29-03 Topout Water/Sewer Final ( Z e 7 Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: PAGE 1 ' Date: 04/03/2003 MANNING BUILDING SUPPLY LOG #: CO265 TRUSS DIVISION JOB #: JACKSONVILLE Salesman: JOHN FERGUSON Pitch: 16"/12 ""ustomer: BESTCON HOMES Job Name: DUPLEX Address : 1484 LOURAL WAY Address: LOT 12/4 ATLANTIC BCH ATLANTIC BEACH 32233 esigner: KEN - ------------------ I I Left 1 Right I ,Qtyl Span I O.H. I O.H. I Description ---------------- I I I I ** I-Joist' s ** 619 1 1 IF1 WI60 - 16" x 2 . 5" 6120 1 1 IF2 WI60 - 16" x 2 . 5" 8114 1 IF3 WI60 - 16" x 2 . 5" 2114 1 JF4 WI60 - 16" x 2 . 5" FAISED 2116 1 IF5 WI60 - 16" x 2 . 5" 6 1 14 1 1 1 F7 WI60 - 16" x 2 . 5" SEALS 6114 { i IF8 WI60 - 16" x 2 . 5" 115 1 1 JF9 WI60 - 16" x 2 . 5" 619 1 1 IF10 WI60 - 16" x 2 . 5" 114 1 1 IF11 WI60 - 16" x 2 . 5" 618 1 1 IF12 WI60 - 16" x 2 . 5" I I I I ** I-Joist' s ** 12120 i IF6 W0160 - 16" x 2 . 5" I I 1 I ** Rim Board ** 17112 I 1 116" Fiber Strong ® 1 . 25 " 1 I I I ** Beams ** 419 I I IBM1 GPLAM 16" 417 1 1 IBM2 GPLAM 16" 4112 1 1 IBM3 GPLAM 16" 4112 1 1BM4 GPLAM 16" 8120 1 1 IBM5 GPLAM 16" r+ I I I I ** Hardware Floor ** 201 1 1 IMIT316 Top Mt 16"/60 21 1 1 ISUL314L Face Mt 2 . 5/45 ' Skew L 00 21 1 ISUR314R Face Mt 2 . 5/45 ' Skew R 21 1 IHGUS412* 2-ply GPLam Hanger -------------------------------------------------------------------------------- 0 - Trusses 26 - # of Hardware 62 - # of I-Joist 0 - Piggy' s 0 - Jacks 24 - # of Beams 17 - # of Rim Board ---------- ----------- 0 - Total Trusses r� lip, R !®F ro ow fop, MANNING BUILDING SUPPLY KEN 3 Apr 2003 2:01 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis 01996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : CO265.FBD BESTCON INC LOT 12-4 ATL BCH Mark# : F2 Usage : Joist(Floor) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L/480 TL= U360 Composite Action : Yes (*See Note #11) 3.5",%,75 psi 3 5%605 psi .5",5F.5 psi yF" 11'B 1r1" LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape CStart End QStart @-End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0'0" 19'8 1/2" 24"o.c.Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. EO-AD PATTERNS(*=span loaded) 1 2 1 2 3 SUPPORTS(lbs) 1 2 3 Max R'n 372 1340 558 Max 100% 293 975 411 Min R'n -5 366 129 Min 100% -84 365 -18 DL R'n 78 366 147 Min Brg(in.) 1.75 3.50 1.75 Stiffener NO NO NO SUPPORTS(Pit) 1 2 3 Max R'n 186 670 279 Max 100% 147 487 205 Min R'n -3 183 64 Min 100% -42 183 -9 DL R'n 39 183 74 Min Brg(in.) 1.75 3.50 1.75 Stiffener NO NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 732 2 0-2" 21 1970 100% 0.37 M(ft4bs) 1416 2 6-7" 23 6688 100% 0.21 LtRn(lbs) 372 0 01011 22 1799 100% 0.21 See Note#5 RtRn(lbs) 558 0 19-8" 23 1799 100% 0.31 See Note#5 IntRn(lbs) 1340 0 8.01. 21 2500 100% 0.54 See Note#5 LLDefl(in.) 0.01 1 401, 22 0.20 07215 %Defl(in.) 0.02 1 4'0" 22 0.27 05802 LLDefl(in.) 0.04 2 5'10" 23 0.29 U3528 TLDefl(in) 0.05 2 5'10" 23 0.39 U2623 USE: WI 60 16.00" 124" O.C. r APA-16"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed In accordance with National Design Specltications for Wood Construction and applicable approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction Is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Maar R'n from'Supports'secdon above. 6.Bearing length based on design material;support material capacity shall be verlfled(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product Page 1 of 2 MANNING BUILDING SUPPLY KEN 3 Apr 2003 2:01 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis 01996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Provide approved uplift resistance at supports with negative reactions. 10.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 11.Live defl'n exceeding 0480 not recommended(l.e.L/500 is OK). 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%,70=D+100%+125% ,80-D+100%+133%, 90=D+100%+115%+133W2,100=D+100%+115%12+133%, 110=D+Commercial Ld(100%) 14 Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). �a. fop w• e page2of2 w MANNING BUILDING SUPPLY KEN 3 Apr 2003 2:03 pm s„ 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTSeamO Engineering Analysis 01996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : CO265.FBD BESTCON INC LOT 12-4 ATL BCH Mark# : F3 Usage : Joist Floor Repetitive : Yes Spacing in. 24.0 Max Defl : LL= L/480 TL = L/360 Composite Action : Yes (*See Note#9) 3.5",566 psi Li 3.5",565 psi 70112" 1.i 811 LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End O_Start QEnd Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 010.1 13'8 1/2" 24"o.c. Base Uniform Load(Spacing Sensitive) *Dimensions measured from left end when span#is 0, otherwise,from left end of the specified span. LOAD PATTERNS(*=span loaded) 1 2 2 3 SUPPORTS(Ibs) 1 2 Max R'n 886 636 Max 100% 644 467 Min R'n 242 155 Min 100% 178 -14 DL R'n 242 170 Min Brg(in.) 3.50 1.75 SP Stiffener NO NO SUPPORTS(Pit) 1 2 Max R'n 443 318 MR Max 100% 322 233 Min R'n 121 78 Min 100% 89 -7 DL R'n 121 85 Min Brg(in.) 3.50 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 645 2 0'Z. 21 1970 100% 0.33 M(ft-lbs) 1840 2 5-10" 23 6688 100% 0.28 RtRn(lbs) 636 0 13'9" 23 1799 100% 0.35 See Note#5 IntRn(lbs) 886 0 2'1" 21 2500 100% 0.35 See Note#5 LLDefl(in.) -0.02 1 0'0" 23 0.20 2L/2611 TLDefl(in.) -0.02 1 0'0" 23 0.20 2L/2032 LLDefl(in.) 0.05 2 5.101. 23 0.29 L/2844 TLDefl(in.) 0.07 2 5'10" 23 0.39 L/2097 USE: WI 60 16.00"024" O.C. r APA-16"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Cont/nuous lateral support required for compression edge. so 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction Is based on the combination of loads B duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rh from'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verlffed(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. Page 1 of 2 MANNING BUILDING SUPPLY KEN 3 Apr 2003 2:03 pm 40 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTSeam®Engineering Analysis 01996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. s., 9.Live deft n exceeding L1480 not recommended(l.e.L/500 is OK). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Allowable upward deflection for cantilever Is the greater of 0.20"or the cantilever span(Inches)multiplied by 2 and divided by the factor shown in Max Dell(located above beam drawing). 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,80=D+100%+115%,70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+13351./2, 100=D+100%+115%./2+133%,110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). on ars e�w Page 2 of 2 MANNING BUILDING SUPPLY KEN 3 Apr 2003 2:04 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTSeam®Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : CO265.FBD BESTCON INC LOT 12-4 ATL BCH Mark# : F6 Usage : Joist (Floor) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = LI480 TL= U360 Composite Action : Yes (*See Note #9) nA�► 3.5",565 psi 3.5",5E5 psi 19,a 1T" LOADS Project Design Loads:Floor Live=40 psf,Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @_Start *_End @Start O_End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 a 0" 19'8 1/7' 24"o.c.Base Uniform Load(Spacing Sensitive) *Dimensions measured from/eft end when span#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 1084 1084 Max 100% 788 788 Min R'n 296 296 Min 100% 788 788 DL R'n 296 296 Min Brg(in.) 1.75 1.75 Stiffener NO NO ,IM SUPPORTS(Pit) 1 2 Max R'n 542 542 Max 100% 394 394 Min R'n 148 148 ±" Min 100% 394 394 DL R'n 148 148 Min Brg(in.) 1.75 1.75 Stiffener NO NO '• DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1068 1 0'7' 21 1970 100% 0.54 M(ft4bs) 5341 1 9.101. 21 6688 100% 0.80 LtRn(lbs) 1084 0 0'0" 21 1799 100% 0.60 See Note#5 RtRn(lbs) 1084 0 19 8" 21 1799 100% 0.60 See Note#5 LLDefl(in.) 0.32 1 9.10.. 21 0.49 U744 TLDefl(in.) 0.44 1 9.101, 21 0.66 L/541 tee+ USE: WI 60 16.00" 0-24" O.C. [APA-16"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. a 3.Loads have been input by the user and have not been verlfled by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. &This reaction Is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'secdon above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. p11 9.Live deft n exceeding L1480 not recommended p.e.L1500 Is OK). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%,70=D+100%+125% ,80=D+100•/+133%, 90=D+100%+115%+133%/2,100=D+100%+115%/2+133%, 110=D+Commercial Ld(100'/) 12.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). Page 1 of 1 MW MANNING BUILDING SUPPLY KEN 3 Apr 2003 2:12 pm go 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTSeam®Engineering Analysis 01996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : CO265.FBD BESTCON INC LOT 12-4 ATL BCH Mark# : BEAM 1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL = U240 Composite Action : No 1.5".565 psi .15".ss5 psi LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 psf Roof.Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @_Start End QStart End Span# Starts Ends Additional Info 1 Span Carried(psf) 42 30 125% 0 0.0.. 8'31/2" 12'1 1/2"s.c.(Slope:6.0/12) -02 ROOF 2 Uniform(pif) 110 0 100% 0 0'0" 8'31/2" WALL 3 Concentrated(lbs) 1292 923 125% 0 8'0" D3 GIR 4 Uniform(plf) 0 0 100% 0 0'0" 8'31/2" " Uniform(pif) 15 0 0 0 8'31/2" Self Weight _ *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 1655 2856 Max 125% 787 1645 Min R'n 868 1211 Min 125% 787 1645 DL R'n 868 1211 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg.Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1281 1 8'2" 41 13300 125% 0.10 M(ft4bs) 3525 1 4-2" 41 44445 125% 0.08 LtRn(lbs) 1655 0 01011 41 6921 100% 0.24 See Note#5 010 RtRn(lbs) 2856 0 8'4!' 41 6921 100% 0.41 See Note#5 LLDefl(in.) 0.01 1 4'2" 41 0.28 U8245 TLDefl(in.) 0.02 1 4'2" 71 0.41 U3988 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES on 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been vertfled by Georgia-Pacific Engineered Lumber Technical Services. mo 4.Design valid for dry use only. 5 This reaction Is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Verify that load is applied at top or equally from both sides. 10.Nall plies together with 15d nails(@ 12"o%along top and bottom edges and thru center.Nall from alternate faces,2"from edges. 11.Max/Mln reactions are based on the applicable load combinations outlined In the notes.Summation ofmax/min reactions for various DOL may not match total max/min reaction. 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. e 13.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,80=D+100%+115%,70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%./2, 100=D+100%+115%./2+133%,110=D+Commercial Ld(1o0%) 14.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL) Page 1 of 1 aA MANNING BUILDING SUPPLY KEN 3 Apr 2003 2:14 pm 94 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTSeam®Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : CO265.FBD BESTCON INC LOT 12-4 ATL BCH Mark# : BEAM 2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5",565 psi a� 3.5",565 psi 7'Q" LOADS Project Design Loads:Floor.-Live=40 psf,Dead=15 pst, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape .Start _End Start End Span# Starts Ends Additional Info 1 Span Carned(psf) 55 40 100% 0 0'0" TO" 160"s.c.-F5 FLOOR 2 Uniform(plf) 100 0 100% 0 010" 7'0" WALL Uniform(plf) 15 0 0 0 7'0" Self Weight 'Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 1843 1843 Max 100% 1050 1050 Min R'n 793 793 Min 100% 1050 1050 DL R'n 793 793 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1064 1 0-2" 21 10640 100% 0.10 MR M(ft4bs) 3225 1 3-6" 21 35556 100% 0.09 LtRn(lbs) 1843 0 a 0" 21 6921 100% 0.27 See Note#5 RtRn(lbs) 1843 0 T 0" 21 6921 100% 0.27 See Note#5 LLDefl(in.) 0.01 1 3-6" 21 0.23 U8192 TLDefl(in.) 0.02 1 3'6" 21 0.35 U4667 USE: GPLAM 2.0E 1.75x16,00"2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. & This reaction Is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than + maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports'secdon above. S.Bearing length based on design material;support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Ver fy that load is applied at top or equally from both sides. 10.Nall plies together with 16d nails @ 12"o1c along top and bottom edges and thni center.Nall from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+116%,40=D+126%,50=D+133%,60=D+100%+116%, 70=D+IW*+125% ,80=D+100%+133%, 90=D+100%+115%+133%./2, 100=D+100%+116%12+133% 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,.O for DL) Page 1 of 1 MANNING BUILDING SUPPLY KEN 3 Apr 2003 2:14 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTSeam®Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : CO265.FBD BESTCON INC LOT 12-4 ATL BCH Mark# : BEAM 3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= 0360 TL = L/240 Composite Action : No 35',Sr;5 psi 3�" 5f,�psi 170" LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start End @Start V_End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 010.. 12-0" 10'0"s.c.-F10 FLOOR 2 Uniform(plf) 0 0 100% 0 0'0" 12-0" Uniform(plf) 15 0 0 0 12-0" Self Weight _ "Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 1737 1737 Max 100% 1200 1200 Min R'n 537 537 Min 100% 1200 1200 DL R'n 537 537 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Arg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1309 1 10'6" 21 10640 100% 0.12 M(ftdbs) 5212 1 610.. 21 35556 100% 0.15 LtRnilbs) 1737 0 0'0" 21 6921 100% 0.25 See Note#5 RtRn(lbs) 1737 0 12-0" 21 6921 100% 0.25 See Note#5 LLDefl(in.) 0.05 1 610.. 21 0.40 03193 TLDefl(in.) 0.07 1 6'0" 21 0.60 U2205 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Spec flcattons for Wood Construction and applicable Approvals or Research Reports. s Z Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verifled by Georgla-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction Is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from'Supports'secdon above. 6.Bearing length based on design material,support material capacity shall be verlfled(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load checl4 per the building code,must be performed for commercial uses. 9.Verify that load Is applied at top or equally from both sides. 10.Nall plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,80=D+100%+115%,70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133Y./2, 100=D+100%+115%./2+133%, 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL,0 for DL) a� Page 1 of 1 MANNING BUILDING SUPPLY KEN 3 Apr 2003 2:16 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis 01996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : CO265.FBD BESTCON INC LOT 12-4 ATL BCH Mark#: BEAM 4 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL = L/240 Composite Action : No 3 r",F65 psi 3.5",Sr;5 psi 5'7,.T„ LOADS Project Design Loads:Floor Live=40 psf,Dead=15 psf, Roof.,Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape aStart @End Start End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0'0" 10'71/2" 14'0"s.c.-F7 FLOOR 2 Uniform(plf) 110 0 100% 0 010" 10'71/2" WALL 3 Span Carried(psf) 55 40 125% 0 0'0" 10'7112" 13'9 3/4"s.c.(Slope:10.0/12) -G2 ROOF Uniform(plf) 15 0 0 0 10'71/2" Self Weight 'Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 4893 4893 Max 100% 1488 1488 Max 125% 1466 1466 Min R'n 1939 1939 Min 100% 1488 1488 Min 125% 1466 1466 DL R'n 1939 1939 Min Brg(in.) 2.47 2.47 (Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3530 1 9-2" 71 13300 125% 0.27 M(ft4bs) 12996 1 5'4:' 71 44445 125% 0.29 LtRn(lbs) 4893 0 0'0" 71 6921 100% 0.71 See Note#5 RtRn(lbs) 4893 0 11018.1 71 6921 100% 0.71 See Note#5 LLDeft(in.) 0.08 1 5'4" 71 0.35 L/1585 TLDefI(in.) 0.13 1 5'4!' 71 0.53 L/957 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specltfcadons for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each and of the member.Condnuous lateral support required for compression edge. " 3.Loads have been Input by the user and have not been verified by Georgia-Paciflc Engineered Lumber Technical Services. 4.Design valid for dry use only. & This reaction is based on the combination of loads B duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from Supports'section above. &Bearing length based on design material;support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Verify that load/s applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nall from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%,70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+13301612, 100=D+100%+115%/2+133% 110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattern number. or simple san Load pattem=1 for LL 0 for DL). AM Page 1 of 1 MANNING BUILDING SUPPLY KEN 3 Apr 2003 2:20 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTSeam®Engineering Analysis 01996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : CO265.FBD BESTCON INC LOT 12-4 ATL BCH Mark#: BEAM 5 Usage : Beam (Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= 1_/360 TL = L/240 Composite Action : No Slope : 0/12 No 3.5" 566 psi 3.5 ,5E5 psi 1T8 1T" LOADS Project Design Loads:Roof.'Live=30 psf,Dead=12 pst, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start QEnd QStart QEnd Span# Starts Ends Additional Info 1 Span Carried(psf) 42 30 125% 0 0'0" 19'8 1/2" 116'11 1/2"s.c.(slope:6.0/12) -E2 ROOF 2 Concentrated(lbs) 4893 3495 125% 0 13'4!' BEAM 4 3 Uniform(plf) 100 0 100% 0 010" 19'8 1/2" WALL 4 Uniform(plf) 0 0 125% 0 0'0" 19'8 1/2" Uniform(plf) 29 0 0 0 19'8 1/2" Self Weight Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 6309 8036 Max 125% 3515 4749 Min R'n 2794 3287 Min 125% 3515 4749 DL R'n 2794 3287 Min Brg(in.) 1.60 2.03 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 7327 1 19'T' 41 26600 125% 0.28 M(ft4bs) 41486 1 134' 41 88890 125% 0.47 LtRn(lbs) 6309 0 010.1 41 13842 100% 0.46 See Note#5 RtRn(ibs) 8036 0 19.81. 41 13842 100% 0.58 See Note#5 LLDefl(in.) 0.35 1 91101, 41 0.66 U670 TLDefl(in) 0.60 1 9.101, 41 0.99 0395 USE: GPLAM 2.0E 1.75x16.00"4 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction Is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from'Supports'secdon above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.Roof Usage:Install with minimum 114:12 slope for adequate drainage. 8. When required by the building code,a registered design professional or building official should verify the input loads and product application. I This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Verify that load is applied at top or equally from both sides. 11.Bolt plies together w/2 rows of 112"dla.bolts 6 washers 2"from edges @ 24"o%staggered. 12.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%,70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%/2,100=D+100%+115%✓2+133%,110=D+Commercial Ld(100%) 15 Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL) Page 1 of 1 WIDE O=N- Georgia-Pacific Wp nIBE,gM. Engineered Lumber SpecificationsPat F FF Introducing the new WIDE OPEN' WOOD I BEAM' Joist from Georgia-Pacific. The leading WIDE flange I joist just got better with the addition of pre-cut web openings for faster, easier installation of most mechanical services. The 16"deep,Wide Open series joist is an advanced pre-engineered wood product that utilizes Georgia-Pacific technological expertise in wood fiber and adhesives. G-P's Engineered Lumber Products are delivered to you through Georgia-Pacific's nationwide distribution system. 16" deep, six standard lengths trimmable as - 21/2"wide, high-strength solid lumber flange shown below - FiberStrone OSB web Two large 113/4" pre-cut round holes and one - Proprietary web-to-flange joint large 113/4"x 16"pre-cut obround hole per piece Indexed end for hole alignment - Excellent dimensional stability with broader gluing and nailing surfaces - Lightweight (3.7 lbs/ft), cost-efficient and easy - Limited Lifetime Warranty to work with Hole Locations Allowable Trim Area las indicated) In addition,a 1'A."hole may be pieced in the web of Cutto length from this and only. the joist between either and of joist and nearest hole. 0' 4=1'A' T-6' 10'-TA' 12'-F 14' 18' 18' 20' 22' 24' 7. .1- — I —•.- �..t;•._ I ,-.;-• > ;�;•..;�= �� I I' � / i • 141 'I il�< ' ii=' . %� , �;;L�.,r�iii `' •-- I 1 sj•i; I If�?:�; .�.:I'o � � r,9!.; I '-� .i�/.: I „�._� /h I .:/...: ter. ;�':/�h i'ad• 1 ' 1 I i In .a L_ ,ti•._=. _y•.u1 , ii��-=:4i�1 I •.i! _= =.�.,1�;'Ij�i:_-.`.li l{` I 1 I {p 18, iii ,l 1' , •i:i l:`..I I i,i !? .a' 1 Il ,�� / i,ri!r+_..�: 1 I I I •� 'r 'I� i' I !:!(li;j �• I R'' ,Ir I II`- '! _ ,m ill '� .!'llr;;(=-;`✓ I 1 1 1 I I m 0' 7-3" 10'-6'R' 131,4" I I YEA LU O. 22 _ — 1 I 'l _ I gyp; .:_'•_. .i/ I L24' Except for cutting to length,top and bottom flanges of the joist may not be cut or drilled. ?443iC><Sr3, 1PiQ.0 T 1111M AREA: NC.CO AR �- dOATAR :whnautoscoRr�ur ' WOOD BEAM- -- _ W 1 0 5 M A T T E R S` Span WIDE OPEN Spans in the following tables are for residential loading as noted. WOOD BEAM. WO 60 series Wood I Beam' joists with precut holes can be >•�� sea spaced up to 24" o.c. for maximum cost savings while maintaining improved performance of L/480 or better for stiffer feeling floors. Span Chart Palo ` Loading:LL:z 40 psf,OL=10 or 20 psfi Length Max Span* 24"o.c,or less *Maximum Span is clear span and 14' 13'-81/2' is computed to allow minimum 11W 16' 15'-8'/21' bearing at each end of the joist 18' 17'-8'h" ' 20' 19'-81h" Max Loading:LL=40.psf;:OL -10 sf. LoadingtLL=40.psf,'DL=20 sf 16"o.c. P * = or less Max Span* Max Span* 19.2"o.c. 24"o.c. 19.r'O.C. 24"o.c. 22' 21'-8'h" 21'-8'h" 21'- W 21'-8'W 21'-0" 24' 23'-81W 23'-8'/i" 23'-0" 23'-6" 21'-0" NOTES: 1.Spans are based on uniform loads as noted above;live load deflection is no greater than L/480 for better performance.Floor performance is greatly influenced by the stiffness of the floor joists.Experience has shown that joists designed to the code minimum live load deflection(LI36O)will result in a floor which may not meet the expectations of some and users.G-P strongly recommends floor spans for Wood I Beans'joists be limited to U480 live load deflection(one-third stifferthan required by code). ,. 2.Spans are clear distances between supports and are based on composite action with glued-nailed APA Rated Sheathing or Sturd-I-Floor•of minimum thickness"fad'(40/20 or 20 oc)for joist spacing of 192"or less,or I'M(48/24 or 24 ac)for a joist spacing of 24".Adhesive must meet APA AFG-01. 3.Simple span only;multiple spans are not permitted. 4.Concentrated loads from headers,beams or load bearing walls above are not permitted. I Mfniotum end bearing length is 13/4 6.Not all products are available at ail distribution centers;contact G-P for availability. so DO DON'T ,offing WON Oo Int plana load bowing wdh wdMn span WaU Unftrin loads ordy WDM .1, .M/:i:t t .._ ... �..j�,�. r!.i�.it,J: ,.Ir/.M•.. 1:1... i�Er OaDiww1UEn Oanwas-NaCut61d =_,it Ana" -Mows6M hal Arno"molly slwpla so—aniv Oo not use for multiple spans Do not use for camtlewrappecadons NOTE:Wide Open Wood I Seem intended for uniformly loaded residential floors.Non-stacking loads are not allowed with this product Rim or blocking is required at ends.For all other conditions,contact G-P at 800-839-2588. ozmNo Georgia-Pacific Z.- Ur We mala the things that made you fowl at homwr 'See complain Werrenty for tons.condiliens end limilatlw-from: Georgis-Paeific Corporation,133 Posehme St,Atlanta.GA 30303 stUM-t-aeon]son@— tmdwnrtaf APMThe6rJ1R no a"Association. Georgia-Pacific CArpOratl0n WE MAKE THETHINaS THAT MAKE YOU FEa.AT HOME.W1OE OPEN,WIDE MATrER3 and 133 Peachtree Street, N.E. WOOD I allM am oadanrha.and FIat91aTK0Na and ma WOOD 11121404 logo am r"murdd tmdwmmmOwrsls-FaeiadcamanmK Atlanta, GA 30303 9=1 O"mrs-PaWh Carporassn.All righa naw..d 1-800-BUILD G-� www.gp.com Prim"M Na U4A 60111.PIT Ur.HIM IIZX"l SYSTEM PERFORMANCE The ultimate goal in the design of a floor or roof system is the end user's increasing the subflaor thickness will lessen deflection between adjacent safety and satisfaction.Although joists used at spans indicated in this guide joists and increase load sharing. Floor stiffness can be improved by glu. meet or exceed minimum code criteria and will safely support the loads Ing the subfloar to the joists before nailing or screwing rather than nailing imposed an them,judgement must be used to adequately meet user alone.For additional stiffness,glue tongue and groove joints.Surfaces . expectation levels.These expectations may vary from one user to another. must be clean and dry before gluing. • The specifier should consider the meaning of a given deflection limit in As with any construction,it is essential to follow proper installation proce- terms of allowable deflection and the effects this could have on the system. dures.Joists must be plumb and anchored securely to supports before p For example,0360(span/360)for a 30'span is 1"of deflection.U240 system sheathing is attached.Supports for multiple span joists must be would be 1yz;'and U180 would be 2"of deflection.Consideration might also level.To minimize settlement when using hangers,joists should be firmly be given to cases in which a joist with a long span parallels a short span or seated in the hanger bottoms.Leave a V%"gap between joist end and header. a foundation end wall.For example,a 30' span with up to 1"of allowable live load deflection could be adjacent to an end wall with no deflection, Vibrations may occur in floor systems with very little dead load, causing a noticeable difference in floor levels under full design load. as in large empty rooms.A ceiling attached to the bottom of the joists will " A stiffer floor will result from using a live load deflection limit generally dampen vibration as will interior partition walls running perpen- of 1_/480 versus the code minimum U360.A roof system with less total dicular to the joists.If a ceiling will not be attached to the bottom of the load deflection than the code required U180 may be achieved by using a joists,vibration can be minimized by nailing a continuous 2x 4 perpendicular criterion of U240. to the bottom of the joists at midspan running from end wall to end wall. '_ . In addition to more stringent deflection limits,several other factors may Where future finishing of the ceiling is likely,x-bridging or Wood I Beam improve overall floor performance.Reducing joist spacing and/or blocking panels may be used in place of the 2 x 4. 5 WI AND GPI SERIES JOISTS-RESIDENTIAL FLOOR SPAN CHARTS Span Illustrations t s` 40 PSP Live Load + 10 PSP Dead Load Improved Performance"' (L/480) Joist Spacing(Simple Span) Spacing(Multiple Span) PHI 400 -p* Joist Depth 12"D.C. 16"D.C. 19.2"D.C. 24"D.C. 12"D.C. 16"D.C. 19.2"D.C. 24"D.C. Depth&Series ter •; _.ifif-0fi4 r :t5?'Q "�, a T�'=Fxtc` t9r 07P`; t 1.5'-0&"', .:t4p-QfI° W. RF40 2Q'4W.. .. 1; 9'r4" 19'-00" 1T-04" 16'-04" 15'04" 20'-08" 18'-10" 17'-09" 16'-05" 9W PRI 60 60 Series 11%" 2Z'-08' 2D'-08" 19'-06" 18'-03" 24'-08" 22'-06" 21'-02" 19'-01" 11%"PRI 60 WI or RPI 14" 25'09" 23'-06" 22'-02" 20'-09" 28'-01" 25'-07- 23'-08" 19'-09" 14"PRI 60 16" 28'-07" 26'-01" 24'-07" 23'-00" 31'-02" 28'-01" 24'-09" 19'-09" i6"PRI 60 _. , Z1-04 .. t '1t-1,'41°.. 23r'-D .:�.?- 21• < :11's{t - 22-08!': : 1111 PR( pyres , ` 25'-1791 24'-0:� 0 3Q'11Y� 28' 2B&-05r 23r 11� 10 PRI W. 28'-0�'' 29r. t. {1R _' 16- PRI BQ.�' cc 40 PSF Live Load + 20 PSP Dead Load Improved Performance0l' (L/480) Joist N Spacing(Simple Span) Spacing(Multiple Span) PRI 400 ' 12"D.C. 18"D.C. 19.2"D.C. 24"a.c. 12"D.C. 1d'D.C. 19.2"D.C. 24'D.C. Depth&Series 15'--09 1*— 1221'-0 18'-02'' 16'-0T" 14'-10_'- ,. '"21 -0Q*' 18. { '' 16'0@► 14 019' 11x1 PRI 40°°. 20'-02"` 18'-05' 16r-05" O8! 20'-01' 18.'-04N 16'04!' 14"PRI 4Q:.19' 00" 17'-04" 16'-04" 15'-01" 20'-08" 18'-05" 16'-09" 14'-02" 9f4"PRI 60 - 60 Series 11y." 22'-08" 2o'-08" 19'-o6" 17'-05" 24'-08" 21'-04" 19'-05" 16'-05" 11%,11 PRI 60 WI or RPI 14" 25'-09" 23' 06" 21' 08" 19'-04" 27'•04' 23'-O8" 20'-07" 16'-05" 14"PRI 60 16" 281-07" 25'-09" 23'-06" 19' 10" 29'-08" 24'-09" 20'-07" 16'-05" 16"PRI 60 11'le� 24:-11"' 22'-08" Z1'-04"' 19'-11" 2T-0i" 24'-OS" 22'-09" 18'-02" ily�"PRIBQi:: - -80 ��-03"' 25'-09" 24'-09 211-02 3D' 1Q'' 28'-0111.' 24'-11" 19'-11" 14"PRI 8Q'':` -N WlOnty 14r 31'-04' 28'O6r 26'-OV 21'-0Z"" 34'02" 30'OO'' 24'11" 19' 11 16 PRI 8Qt -Then a no GPI 80 Sena.foist NOTES: 1.These span charts are based on uniform loads.as noted above:live load deflection "h:"(40/20 or 20 ac) for joist spacing of 19.2"or less.or 21!5:"(48/24 or 24 ac) is limited to U480 for better performance.Floor performance is greatly influenced for a joist spacing of 24".Adhesive must meet APA AFR-01 or ASTM 03498.If by the stiffness of the floor joists.Experience has shown that joists designed to sheathing is nailed only(not recommended), reduce spans by 12." the code minimum live load deflection(L/360)wdl result in a floor whtcn may not 3. Minimum and bearing length is I%'.'Minimum irttermediate beenng length is 314:' _ meet the expectations of some end users.G-P strongly recommends floor spans a. End spans of multiple-span joists must be at least 40%of the adjacent span. for Wood I Beam joists be limited to those given above,which are based an U480 5. For loading other than that shown above,refer to Uniform Load Tables,ase live load deflection.;One-third stiffer than reouired by code.) G-P FASTSeam"selection software,or contact G-P Engineered Lumber Z. Spans are clear distances between supports.and are based on comoosite action Technical Services. - " with glued-natiea APA dated Sheathing or Sturd-I-Floor of minimum thickness o. Not all products are available at all disthbutidn centers:contact G P for availability. 19.x'O.C.AT 1/4"SCALE 15 16 17 i8 '9 20 9 3 4 5 6 - 8 9 10 11 12 13 14 HOLE LOCATION ON FOR SIMPLE SPAN JOISTS Oonot drill orcut flanges. � chart See chart dimension 0(9 note#4 dimension-H � Chart dimension isminimum distance infeet and inches from inside face u(support tonearest edge ofhole(2-5equals 2'-61. Joist Joist Circular Hole Diameter 1 4 aLZ Ot13 77 , � ' - �= ' ' � � NUES: BKAMPLF— 1.Hole |ooutionnarebuoodonSim le Span joists with uniform floor loads ot Determine the allowable location ofuS"round hole ina14"deep joist which 4OPSFlive load and 1Unr2OPSFdead load,spans from pages Gor8. spans 201. 2.A18"hole may boplaced anywhere inthe web of the joist. Enter the chart inthe left column and find 14"inintdepth,move tnthe right 3 Tho|ongm�nidoofaroc�ngu|ar�o|oahg|notoxcoed�hmo_<nunhn�e and fnd2O' inthe/oisoponco|umnandmoveaumoothookurtoinemm� ` ' �eS"mundhole un|umnThoneamxt�|owmU|e|o�tontom�o/bnun/gio allowable � ~~ 4. For multiple holes:Thnclear distance bet5-6 or wonn��nho|oamuotnnuu|or / � exzumdt*ioe the diameter of the largest Mole,ortwice the longest side ,. ofarectangular hole. ' HOLE LOCATION FOR MULTIPLE SPAN JOISTS Do not drill or cut flanges. chart See chart H- dimension :- note N4-r-; - dimensian-+ Chart dimension is minimum distance in feet and inches from inside face of support to nearest edge of hole(2.6 equals 2'-611). Joist Joist Circular Hole Diameter Depth Span 2" 31' 4" 5" 6%" 7" 8" 8'/." 9" 10" 10'1" ii" 12" 12'/." 7 . 12' 0-6 1-6 2-6 3-6 5-0 14', 2. 3.0 4-U -0 - 6-0 9%i' 16' 2-0 3-0 4-0 5-0 6-6 2-0. 3-0 4-0 56 7-0. ' 20 1-0 2-6 4-0 5-6 7-6 44 :413' .: .. 14' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6.0 Q 18' 2-0 3-0 4-0 5-0 6-0 7-0 8-0 8-6 " -f1LRCl^ f. � - JCa� �7MP 'F "4�4.`,�,`.tT•• q-.it�'r �� el'Y 1ST' R'+�+.r"•.z ^.!L �L. 11/� � gip"-�.. 3�FTz-..:�,g 3i�F' r�$$ �� :�•^ •. +- : ,>�""'�' ' + _- .:►.•k:�... ..'.a+rfG.'„-.yrs..::,..._ ,waw ��-. ...�ty:►:::.:w, ...i«.i�.:a:-....�.,:iw.son�:s.:+s�wt..:tritic 22' 2-0 3-6 4-6 5-6 7-6 8-0 9-6 10-6 ROMr--►• y. �r ��,�.....-.�._.yLl,�- ,.�y�-++tea.,- �� ' L Yti �.- 'F' 3�"-is•.;� '" -- Lit ."atr-'-'Y3�'i.'7F`n..- .<ea'!a�A r--2ln�. .NirMr'TI v °' *y"t�wi�'S e+: .r - 26' 1-6 3-0 4-0 �* 5-6 _ 7-6 8-6 10-0 11-0 � �:�--._: '...-. -.. ,x st;'�':r,.. `y't'C•.R.. -. ��iS"r_', i`: �-0 -a-:.. -•r'�r$i'.•`. 12' 0-6 1-0 1-0 1-6 1-6 1-0 1.6 2-6 2-6 3-6 4-6 0-6 1-0 1-0'u- ^1-6 2-6 3-0 4-0 5-0 5-0 6-0 7-0 20' 0-6 1-0 1.6 2-6 3-6 4-6 5-6 6-0 6-6 7-6 8-6' 401 ia�-.u:.•x £s9iro:.:a1�:3. ....,.tY 'Y°+2K.-.:.:r,i•.:..."'r'�S's.u� - 24' 0-6 1-6 2-6 4-0 5-6 6-6 _7-6 8.6 9-0 10-0 11-6 ;aMuox.. 28'. 0-6 1-0 2-6 4-0 6-0 7-0 8-6 9.6 10-0 11-6 13-0 - u•. se ..r -itY+^r^ I'F -.TtF�1^' .: ayC.t 1`?4. [ jam'' i+�t. w1 " .�+-8H tvr- '48 _�i3�G.'!.�•'- . - :� 11-0. .�{{�,�e n � � .._.. ..-w vir La►w.> _..<+.i.........J..ir.+Li... _. ��iy..�.. �,�3id+.� s y�" •. n 32' J 0-6 1-01-0 1-6 4-0 5-0 7-6 8-6 9-6 11-6 13-0 . .__ � ,::1c..1 ,, �f-Bw.YM f-►. 16' 0-6 1-0 1-0 1-6 1-6 1-6 2-0 3-0 3-0 4-0 5-0 5-0 6-0 7-0 • � 1fl� 04 :.r 14-; i-0'- 7-fi�: Z� _.: 3-6 1-fi. 20' 0-6 1-0 1-0 1-0 1-6 2-6 3-6 4-0 4-6 5-6 64) 6-6 7-6 8-6 16" 22" 0-6 .__.1-0` 1.0. 1-6 1-6 Z,fi 4-0. .,_. .._,._ 76:' T-6i: 9-0 24' 0 6 1-0 1-0 1-6 3-0 3-6 5-0 6-0 6-6 7.6 8-6 9-0 10-0 11-6 26' 0.6 14. 1-0 1-6 3-64-6' S-6 8-0' 7-0" ' 8-0 9-0 R 104 1124. 28` 0-6 1-0 1-0 1-6 3-0 4-0 5-6 6-6 7-0 8.6 9-6 10-0 11-6 134) 30' 0 6 1-0' 1-0 2-0 4-0 5.0 6-6 8=0 8-0 10-0 11-0• 114 13-0 146 32' 0-6 1-0 1-0 1-6 1-6 1-6 4-0 5-0 6-0 8-0 9-6 10-0 12-0 13-6 34' 0-6 1-0 1-0 1-6 1-6 3-0 5-0 6-6 7-0- 9-0 11-0 1.1-0 43-0 15-0 NOTES: 5.For joists with more than one span,use the longest span to determine hale .Hale locations are based on worst case of simple and multiple span location in either span. conditions with uniform floor loads of 40 PSF live load and 10 or 20 PSF EXAMPLE: dead load,spans from pages 6 or 8. Determine the allowable location of a 9"round hole in a 14"deep joist which A 1%"hale may be placed anywhere in the web of the joist. has multiple spans of 16' and 20', The longest side of a rectangular hole shall not exceed three-fourths the Enter the chart in the left column and find 14"joist depth,move to the right allowable round hole diameter. and find 20' in the joist span column and move across the chart to intersect 4.For multiple holes:The clear distance between the holes must equal or the 9"round hole column.The nearest allowable location to either bearing is so exceed twice the diameter of the largest hole,or twice the longest side 6-6 or 6'-6" of a rectangular hole. HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 278 332 155 (14) 16d (6) 10d X 1.5' TRUSS B HUS 28 338 358 200 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28-2 624 781 265 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28-3 624 781 265 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL/R 26 800 100 76 (6) 16d (6) 10 d X 1.5 TRUSS F SUL/R 210 133 166 125 (16) 16d (10)10d X 1.5 TRUSS G LSSU 210 96 120 62 (10) 10d (7) 10d X 1.5 TRUSS H THJA 26 219 274 134 (16) 16d (5)10d+(7)10d HIP JACK I THA 422 363 414 155 (22) 16d (6) 10d X 1.5 SYS 42 J SUR/L 410 186 233 127 (16) 16d (10) 16d SYS 42 K IUT 312 136 120(. 24 (14) 10d (2) 10d X 1.5 I-JOIST L IUT 312-2 1 185 2320 90 (16) 16 (6) 10d DBL I-JOIST M MIT 316 240 (12) 10d X 1.5 (2) 10d X 1.5 I-JOIST N SUR/L 310 1860 178 72 (14) 16d (6) 10d X 1.5 I-JOIST O SUR/L 314 239 179 96 (18) 16d (8)10d X 1.5 I-JOIST P LSSUH 310 138 105 99 (14) 16d (12) 10d X 1.5 I-JOIST Q HU 11 218 227 92 (22) 16d (6)10d X 1.5 1 PLY LVL R HGUS 48 547 684 583 (36)16d (24) 16 d 2 PLY LVL S HGUS 412 9535 1133 478 (56)16d (36)16 d 2 PLY LVL T HGUS 412 L 8512 1064 875 (56)16d (36) 16 d 2 PLY LVL U HGUS 412 R 8512 10640 875 (56)16d (36)16.d 2 PLY LVL V HUC 412 6102 6801 310 (56) 16d (36) 16,d 2 PLY LVL W HGUS 5.25/12 9535 1133 478 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7.25/12 9535 9665 478 (56) 16d (36) 16 d 4 PLY LVL ULl H16S NA NA 160 (10) 10d (2) 10 d TRUSS UL2 H16 NA NA 160 (10)10d (2)10 d TRUSS UL3 H16-2 N4 NA 160 (10) 10d (2) 10 d 2 PLY TRUSS UL4 MTS 12 N4 NA 100 (7)10d EA. SIDE NONE TRUSS UL5 HTS 20 NA NA 145((10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 1995 213 26) 10d TRUSS UL7 MGT NA NA 420 (22) 10d PLUS UL8 UL8 PHD 5 NA NA 450 14 SDS 1/4X3 ADD UL7 TBS 2-24 4) 10d X 1.5 TRUSS BRACING 12 BRITE COM 1-318 TRUSS NAIL 3/4 X 023 BANDIN SNAP ON SEALS e0 Actual WehFasteners'' Allowable Loads' Mo Stiff Dimensions Joist iff Ga Solid Header' Joist Uplift Uplift DF/SP PSL LSL DF/SP SPF DF/SCL Masonry'' Size Reqd W H B TF Top Face (133) (160) LVL I-Joist ITT311.25 18 2% 11?yi6 2 1% 4-1Od 2-10d 2-10dx1y 245 1 285 11450 1300 11435, 16151 12001 1050 — 4w 2y-2% LBV311.25 — 14 29 11 i 2 2 4-16d 2-16d 2-10dx1 240 290 2565 2360 2305 2035 2035 1230 — x 11y, /6 Y<i Y< y Yz W1311.25 ✓ 12 2N6 1 11Y< 2 2y 2-16d — 2-10dx1y — — 1233511950 2335 1765 1435 — — ITT311.5 — 18 2y,a 11'/16 2 1% 4-10d 2-10d 2-10dx1y 245 285 14501 1300 1435 161511200 1050 1 — 2y-2%6 LBV311.5 — 14 2% 11 y 2y, 2y 4-16d 2-16d 2-10dx1y 240 290 2565 2360 2035 2035 2035 1230 — x 11 y WI311.5 ✓ 12 2% 11 y 2 2Yz 2-16d — I 2-10dx1 y — — 2335 1950 2335 1765 1435 — — ITTM311.5' — 18 2% 11/6 2 3y 3-Titen 2-Titen 2-10dxiy 225 225 — — — — — — 1545 zsw 17311.88 — 18 2% 11% 2 1% 4-10d 2-10d 2-10dxiy 245 285 1450 1300 1435 1615 1200 1050 — 2x1 ya LBV311.88 — 14 2`tifi fly, 2Y< 2Yz 4-16d 2-16d 2-10dx1y 240 290 2565 2360 2035 2035 2035 1230 — ITTM311.88' — 18 2y,,e 11'X6 2 3Yz 3-Titen 2-Titen 2-10dx1y 225 225 — — — — — — 1545 2y-2W6 ITT313 — 18 2`ti6 121X6 2 1% 4-10d 2-10d 2-10dx1y 245 285 1450 1300 1435 1615 1200 1050 — OR x13 LBV313 — 14 2% 13 2% 2y 4-16d 2-16d 2-10dx1y 240 290 2565 2360 2035 2035 2035 1230 — ITT314 — 18 2% 131W6 2 1% 4-10d 2-10d 2-10dxl y 245 285 1450 1300 1435 1615 1200 1050 — MIT314 — 16 2y6 14 2y 2Y6 4-16d 2-16d 2-10dx1y 240 290 2550 2000 2115 2400 1665 1230 — t LBV314 — 14 2X6 14 2y, 2y 4-16d 2-16d 2-10dx1y, 240 290 2565 2360 2035 2035 2035 1230 — 2y-2% W1314 ✓ 12 2% 14 2 1 2y 2-16d — 2-10dx1y — — 2335 1950 2335 1765 1435 — — x 14 WPI314 ✓ 12 2%,6 14 2Yz I 23/i6 2-16d — 2-10dx1y — — 3635 13320 3635 3255 2600 2030 — HW1314 ✓ 11 2% 14 4 2y 4-16d — 2-10dxty2 — — 5100 4000 4500 5285;3665 — — ITTM314' — 18 2X6 131% 2 3y 3-Titen 2-Titen 2-10dxiy 225 225 — — — — — — 1545 F. WMI314' ✓ 12 25(6 14 3 3% 2-16dDPLX — 2-10dxly — — — — — — — — 4175 17316 — 18 256 151%e 2 1% 4-10d 2-10d 2-10dx1y 245 285 1450 1300 1435 1615 1200 1050 — MIT316 — 16 2X6 16 2y 2We 4-16d 2-16d I 2-10dxly 240 .290 2550 2000 2115 2400 1665 1230 1 — LBV316 — 14 29/,6 16 2y, 2y 4-16d 2-16d 2-10dxiy 240 290 2565 2350 2035 2035 20351 1230 — 2y -'25(6 81316 ✓ 12 2% 16 2Yz 2Yz 2-16d 4-16d 2-10dx1y2 245 295 2315 2225 — 2665 1835 — — x16 _, W1316 ✓ 12 2ye 16 2 2Yz 2-16d 2-10dxly 2335j1950 2335 1765 1435 — _ WP1316 ✓ 12 2% 16 2y, 2% 2-16d _ 2-10dxiy _ — 3635 3320 3635 3255 2600 2030 HW1316 ✓ 11 2a/i6 16 4 2y 4-16d — 2-10dxly, — — 5100 4000 4500 5285 3665 — — WM1316' ✓ 12 2Ws 16 3 33/, 2-16dDPLX — 2-10dxiy — — — — — — — — 4175 MIT318 — 16 2X6 18 2y 2W 4-16d 2-16d 2-10dx1y 240 290 2550 2000 2115 2400 1665 1230 — HIT318 — 16 1 2X6 18 3 23/9 4-16d 6-16d 2-1Odx1y 240 290 2550 2050 2500 3050 1950 — — LBV318 — 14 2% 18 2y, 2y 4-16d 2-16d 2-10dx1y 240 290 2565 2360 2035 2035 2035 1230 — B1318 ✓ 12 2% 18 2Yz 2Yz 2-16d 4-16d 2-10dx1y 245 295 2315 2225 — 2665 1835 — — 2Yz '2% X18 W1318 ✓ 12 2% 18 2 2Yz 2-16d — 2-10dx1y — — 2335 1950 2335 17651 1435 — — ? WP1318 ✓ 12 2%, 18 2y 2%, 2-16d — 2-10dx1y — — 3635 3320 3635 3255 2600 2030 — "' HW1318 ✓ 11 29/16 18 4 2y 4-16d — 2-10dx1y2 — I — 5100 4000 4500 5285 3665 — — WM1318' ✓ 12 2W6 18 3 3% 2-16dDPLX — 2-10dxiy — — — — — — — — 4175 MIT320 ✓ 16 2y20 2y r2y2 4-16d 2-16d 2-10dx1y 240 290 2550 2000 2115 2400 1665 1230 — HIT320 ✓ 16 2% 20 3 4-16d 6-16d 2-10dxiy 240 290 2550 2050 2500 3050 1950 — — LBV320 — 14 2% 20 2y 4-16d 2-i6d 2-10dxiy 240 290 2565 2360 2035 2035 2035 1230 — 81320 ✓ 12 2% 20 2Yz 2-16d 4-16d 2-10dxly 245 295 2315 2225 — 2665 1835 — — 2Yz -2% W1320 ✓ 12 29/16 20 2 2-16d — 2-10dxly2 — — 2335 1950 2335 1765 1435 — — x 20 WP1320 ✓ 12 2% 20 2y 23X6 2-16d — 210dx1y — — 3635 3320 3635 3255 2600 2030 — HW1320 ✓ 11 2% 20 4 2y 4-16d — 2-10dxty — — 5100 4000 4500 5285 3665 — — WM1320' ✓ 12 2%6 20 3 3% 2-16dDPLX — 2-10dx1y — — — — — E4165 — — 4175 WPU2.56/20 ✓ 12 2% 20 3 2% 3-16d 4-16d 6-10dx1y, 485 485 4700 4880 3650 4165 — — G 1.Loads may not be increased for short-term loading.Uplift loads are based on tests on solid wood headers. �TFd 2.Uplift loads are based on Douglas Fir,and have been increased 33%and 60%for wind or earthquake loading with no further increase allowed.Divide by 1.33 and 1.60 for normal loading such as in cantilever construction. 3.I7M and WM loads listed are based on attachment to a masonry block wall. _ 1,When I-joist is used as header,all nails must be 10dx11/2. } 5.Structural composite lumber is laminated veneer lumber,Parallam"PSL and TimberStranC LSL. j 6.1-joist headers with SPF flanges only support 755 lbs(ITT)and 885 lbs(L8V and MIT)and 2030 lbs(WP/WPI). H 7.Loads for I-Joist header with LVL flanges less than tvz'thick shall be limited to 85%of the load shown in this table for DF I-joist. Parallam and TimberStrand are registered trademarks of Trus Joist,a Weyerhaeuser company. 83 SUR/SULMSURMSUL HANGERS S° Standardized 45°skewed hangers,angled slots direct nails to allow proper installation. MATERIAL:SUR and SUL-16 gauge; HSUR and HSUL-14 gauges FINISH:Galvanized ` j INSTALLATION:°Use all specified fasteners.See General Notes. °These hangers will normally accommodate a 40°to 50°skew. •Illustration shows left and right skews SUR/L(SUR=skewed right;SUL=skewed left). •The joist end may be square cut or bevel cut. •Web stiffeners required for 1-joist application. Typical SUR I/� OPTIONS:°Available with the A2 flange turned in on the 2-2x and 4x models only Installation I B� (see illustration). with Square Cut •To order,add"C"(for concealed)to the product name. Joist (HSUR similar) •For example,specify HSURC46,HSULC46,SURC46,or SULC46. 45° CODES:ICBG 5117 and 5357;City of L.A. RR 24947(SUR/Q. Az I- s A, A a o° ° o •. ° o o 1` B � • 0 e i \ ° / 0 45° • o O • • Typical SUL Installation HSULC with Square Cut Joist Available for 2-2x (HSUL similar) SUL HSUR and 4x models only Dimensions Fasteners Allowable Loads Joist Model OF/SP Species Header SPF Species Header Size No. W H 8 Ai Az Face Joist Uplift Uplift Roof Roof 133 160 Floor( ) ( ) $now Const Floor Const (100) (115) (125) (100) (115) (125) 2x4 SUR/1-24 1% 3y 2 1y 1+X4 4-16d 4-10dx1y 450 450 530 610 665 460 530 575 2x6,8 SUR/1-26 19f, 5 2 1 y 11% 6-16d 6-10dxly, 720 765 800 960 1000 690 795 860 1yX 9j;-12 SUR/1-210 1W, 8Y8 2 1y 15X18 10-16d 10-10dxly 1200 1250 1330 1530 1660 1150 1320 1440 1yx10-16 SUR/1-214 1X, 10 2 1y 1% 12-16d 12-10dx1y 1440 1730 1595 1835 1995 1380 1585 1725 i. 2 x 9y4-14 SUR/1-310 2% 8t% 25X, 1Yz 2 14-16d 6-10dx1y 720 1 765 1860 2140 2330 1610 1785 1785 z 2 x14-20 SUR/1-314 2X8 13 2% 1y y 2 18-16d 8-10dx1960 1150 2395 2500 2500 1795 1795 1795 o (2)2x6,8 SUR/L26-2 3X 4% 2716 1Y4 2X6 8-16d 4-16dx2y 710 815 1065 1 1225 1330 920 1005 1005 (2)2x6,8 HSUR/1-26-2 3g 4IX6 2'X,8 1y4 2Xe 12-16d 4-16dx2y 715 815 1610 1850 2000 1390 1600 1740 Z 2-2x9 -14 SUR/1-210-2 3y $XB 2j{e iy4 2X• 14-16d 6-16dx2y 1065 1275 1860 2140 2330 1610 1850 2010 2-2x9 -14 HSUR/1-210-2 3y 81X• 2'X18 iy4 2X6 20-16d 6-16dx2y 1070 1285 2680 3080 3350 2320 2670 2900 0 2-2x14-20 SUR/1-214-2 3y 12+X8 2X76 1y4 2X18 18-16d 8-16dx2y 1430 1700 2395 2500 2500 1795 1795 1795 2-2x14-20 HSUR/1-214-2 3y 12'X8 2'X/6 iy4 2X6 26-16d 8-16dx2y, 1430 1715 3485 4005 4355 1 3015 3470 3770 46,8 SUR/1-46 3g;s 43/4 27X8 1 2X• 8-16d 4-16d 710 815 1065 1225 1330 920 1005 1005 46,8 HSUR/1-46 318 43/4 2'X11, 1 2X8 12-16d 4-16d 715 815 1610 1850 2000 1390 1600 1740 - Is.` 3 x 9y4-14 SUR/1-410 38X18 8y 2X,8 1 23(8 14-16d 6-16d 1065 1275 1860 2140 2330 1610 1850 2010 0 3 x 9y4-14 HSUR/1-410 3% 8y 2'X, 1 23/18 20-16d 6-16d 1070 1285 2680 3080 3350 2320 2670 2900 U O 3 X12 -20 SUR/1-414 3X, 12y 2'X1, 1 23K, 18-16d 8-16d 1420 1700 2395 2500 2500 1795 1795 1795 N 3 X12 4-20 HSUR/1-414 3% 12y 2'/, 1 1 2X, 26-16d 8-16d 1430 1715 3485 4005 4355 3015 1 3470 3770 U 0 1.Uplift loads have been increased by 33%and 60%for earthquake 2.Roof loads are 125%of floor loads unless limited by other criteria. or wind loading with no further increase allowed;reduce for Floor loads may be adjusted for other load durations according to other load conditions as required by code. the code,provided they do not exceed those in the roof column. I 61 i Face Mount Hangers - Structural Composite Lumber a� Actual Dimensions Fasteners Allowable Loads Joist Model Ga OF/SP Species Header SPF Species Header Cade Size No. Uplift Uplift Floor Snow Root Floor Snow Roof Ret. W H 13 Face Joist (133) (160) (100) (115) (125) (100) (115) (125) 1 HHUS410 14 3% 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 4,38 3Yz x 16 HGUS410 12 3% She 4 46.16d 16-16d 3630 3630 8780 8940 8940 7365 7510 7510 3,41 HGUS414 3% 12% 4 66-16d 22-16d 5380 1 5380 10015 10015 10015 7890 8185 8380 160 3y x 18 HHUS410 14 3% 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 4,38 HGUS414 12 3% 1277 4 66-16d 22-16d 5380 5380 10015 10015 10015 7890 8185 8380 160 HU4.12/9(Min) 4y 8/ 2y 14-16d 6-1 Od 905 1085 1875 2155 , 2345 1625 1870 2030 26,83,120 4 x 9y HU4.12/9(Max) 14 4y 8y, 2y 18-16d 10-10d 1505 1810 2410 2775 3015 2090 2400 2610 26,120 4x HU4.12/11 (Min) 4y 105Y5 2y 16-16d 6-1Od 905 1085 2145 2465 2680 1855 2135 2320 26,83,120 11/-14 HU4.12/11 (Max) 14 4y 10% 2y 22.16d 10-10d 1505 1810 2950 3390 3665 2550 2935 3190 26,120 5y,x HHUS5.50/10 14 5y 9 3 30-16d 10-16d 2855 3430 ! 5190 5970 6490 1 4385 5040 5480 170 9Y<-9Yz HGUS5.50/10 12 5y 81% 4 46-16d 16-16d 3630 3630 8780 8940 8940 7510 7510 7510 160 5y,x HHUS5.50/10 14 5y 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 170 11y,-11% HGUS5.50/12 12 1 5y 10% 4 56-16d 20-16d 4055 4055 9155 9155 9155 7690 7690 7690 160 5y,x 14 HHUS5.50/10 14 5y 9 3 30-16d 10-16d 2855 1 3430 5190 5970 6490 4385 5040 5480 170 HGUS5.50l14 12 5y 12% 4 6616d 22.16d 5380 5380 10015 10015 10015 8415 8415 8415 160 5y,x 16 HHUS5.50/10 14 5y 9 3 30-16d 10-1 fid 2855 3430 5190 5970 6490 4385 5040 5480 170 HGUS5.50/14 12 5y 12% 4 66-16d 22-16d 5380 5380 10015 10015 10015 8415 8415 8415 160 5y,x 18 HHUS5.50/10 14 5y 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 170 HGUS5.50/14 12 5y 12% 4 66-16d 22-16d 5380 5380 10015 10015 10015 8415 8415 8415 160 HU410-2(Min) 7 9y 2y 14-16d 6-16d 1070 1285 1875 2155 2345 1625 1870 2030 26 120 7x HU410-2(Max) 14 7y 9 2y 18-16d 8-16d 1430 1715 2410 2775 3015 2090 2400 2610 9y-9Yz HHUS7.25/10 7q 9 31f 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 170 HGUS7.25/10 12 7y, 8/ 4 46-16d 1616d 3630 3630 8780 9625 9625 7595 8085 8085 160 HU412-2 Min 7y 11 ye 2y 16-16d 6-16d 1070 1285 2145 2465 2680 1855 2135 2320 7x HU412-2 Max 14 7y 11 ye 2y 22-16d 8-16d 1430 1715 j 2950 3390 3685 2550 2935 3190 26,120 11y,-11% HHUS7.25/i0 7y, 9 3% 30-16d 10-16d 2855 3.430 5190 5970 6490 4385 5040 5480 170 HGUS7.25/12 12 7y, 10/5 4 56-16d 20-16d 4055 4055 9835 9835 9835 8260 8260 8260 160 ms HU414-2 Min 7y 13� 2 20-16d 8-16d 1430 1715 2680 3080 3350. 2320 2670 2900 26,120 7x 14 HU414.2 Max 14 7y 13� 2y 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 HHUS7.25/10 7y, 9 3W 30-16d 10-16d 2655 3430 5190 5970 6490 4385 5040 5480 170 HGUS7.25/14 12 7, 12/ 4 66-16d 22-16d 5380 5380 111110 11110 11110 9330 9330 9330 160 *' HU414-2 Min 7y 12y 20.16d 8-16d 1430 1715 2680 3080 3350 2320 2670 2900 7x16 HU414-2 Max 14 7y 137% 2% 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 26,120 HHUS7.25/10 7Y, 9 35 30-16d 10-16d 2855 3430 5190 5970 6490 4385 ! 5040 1 5480 170 HGUS7.25/14 12 7y 12,,14 66-16d 22-16d 5380 5380 �11110 11110 11110 9330 9330 9330 160 HU414-2 Min 7Y, 13�/ 2 20-16d 8-16d 1430 1715 2680 3080 3350 2320 2670 2900 26,i2D 7 x18 HU414-2 Max 14 7y137% 2y 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 HUS7.25/10 7y 9 35% 30-16d 10 i6d 2855 3430 5190 5970 6490 4385 5040 5480 170 HGUS7.25/14 12 71, 12,/B 4 66-16d 22 16d 5380 5380 111110 111110 111110 19330 1 9330 9330 1 160 1z 0 1.10d common nails or 16d sinkers(9 gauge x 31/.')may be used 3.Uplift loads based on Douglas Fir have been increased 33%and 60%for earthquake instead of the specified 16d nails at 0.84 of the table load value. or wind loading with no further increase allowed.Divide by 1.33 and 1.60 for normal z 2.16d sinkers(9 gauge x 31/4')may be used instead of the specified loading such as in cantilever construction.For SPF,use 0.86 x OF/SP Uplift Load. 10d commons with no load reduction. 4.MIN nailing quantity and load values—fill all round holes; N MAX nailing quantity and load values—fill all round and triangle holes. N a g CODES:See page 8 for Code Listing Key Chart. o 0 , 0 U fim 0 U U 72 PAGE 1 Date: 04/03/2003 MANNING BUILDING SUPPLY LOG #: CO265A TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: 6/10/12 "'Customer: BESTCON HOMES Job Name: DUPLEX Address : 1484 LOURAL WAY Address : LOT 12 -4 ATLANTIC BCH ATLANTIC BEACH 32233 ,Designer: KEN -------------------------------------------------------------------------------- 1 1 Left I Right 1 Qty1 Span 1 O.H. 1 O .H. 1 Description ----- 1111 ' 11" 11 ' 8" 11 ' 8" 1A1 1111 ' 11" 11 ' 8" 10 ' 1B1 1111 ' 11" 11 ' 8" 10 ' ( C1 10111 ' 11" 11 ' 8" 10 ' 1C2 4111 ' 11" 10 ' 10 ' 1C3 ,. 8111 ' 11" 10 ' 10 ' 1C4 2112 ' 1118 10 ' 10 ' 1D1 6112 ' 1" 8 10 ' 10 ' 1 D2 RAISED 10 ' 10 ' 1D3 2116 ' 3 '8 10 10 ' 1E1 SEALS 8116 ' 3"8 10 ' 10 ' 1E2 4116 ' 10 ' l0 ' 1E3 6116 ' 3"8 1118" 10 ' 1E4 2116 ' 3"8 11 ' 8" 10 ' 1E5 2119 ' 10" 10 ' 10 ' 1F1 2-PLY „ 1113 ' 9"8 11 ' 8" 11 ' 8" 1G1 4113 ' 9"8 11 ' 8" 11 ' 8" 1G2 1113 ' 9"8 10 ' 10 ' 1G3 1113 ' 10" 11 ' 8" 11 ' 8" 1H1 4113 ' 10" 1118" 1118" JH2 1113 ' 10" 10 ' 10 ' 1H3 1 1 1 1 ** Hardware Roof ** 381A 1 1 1HUS26 1-ply Truss Hanger --------------------------------------- ------------------------------------------ 73 - Trusses 38 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 73 - Total Trusses 1 i go HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 278 332 155 (14) 16d (6) 10d X 1.5- TRUSS B HUS 28 338C 358 200 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28-2 624 781 265 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28-3 624 781 265 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL/R 26 80 100 76 (6) 16d (6) 10 d X 1.5 TRUSS F SUL/R 210 133 166 125 (16) 16d (10)10d X 1.5 TRUSS G LSSU 210 96 120 62 (10) 10d (7) 10d X 1.5 TRUSS H THJA 26 219 274 134 (16) 16d (5) 10d+(7)10d HIP JACK I THA 422 363 4145 155 (22) 16d (6) 10d X 1.5 SYS 42 J SUR/L 410 186 2330 127 (16) 16d (10)16d SYS 42 K IUT 312 136 1200 24 (14) 10d (2) 10d X 1.5 I-JOIST L IUT 312-2 185 2320 90 (16) 16 (6) 10d DBL I-JOIST M MIT 316 240 (12) 10d X 1.5 (2) 10d X 1.5 I-JOIST N SUR/L 310 186C 178 72 (14) 16d (6) 10d X 1.5 I-JOIST 0 SUR/L 314 239 179 96 (18) 16d (8)10d X 1.5 I-JOIST P LSSUH 310 138 105 99 (14) 16d (12)10d X 1.5 I-JOIST Q HU 11 218 227 92 (22) 16d (6)10d X 1.5 1 PLY LVL R HGUS 48 5472 684 583 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 953 1133 478 (56) 16d (36)16 d 2 PLY LVL - T HGUS 412 L 8512 10640 875 (56) 16d (36) 16 d 2 PLY LVL U HGUS 412 R 8512 1064 875 (56) 16d (36)16 d 2 PLY LVL V HUC 412 6102 6801 310 (56) 16d (36) 16,d 2 PLY LVL W HGUS 5.25/12 9535 1133 478 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7.25/12 9535 9665 478 (56) 16d (36) 16 d 4 PLY LVL ULl H16S NA NA 160 (10)10d (2) 10 d TRUSS UL2 H16 NA NA 160 (10)10d (2) 10 d TRUSS UL3 H16-2 NA NA 160 (10) 10d (2) 10 d 2 PLY TRUSS UL4 MTS 12 NA NA 100 (7)10d EA. SIDE NONE TRUSS UL5 HTS 20 NA NA 1450(10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 1995 213 26) 10d TRUSS UL7 MGT NA NA 420 (22) 1 O PLUS UL8 UL8 PHD 5 NA NA 4500 14 SDS 1/4X3 ADD UL7 TBS 2-24 4) 10d X 1.5 TRUSS BRACING 12 BRITE COM 1-3/8 TRUSS NAIL 3/4 X 023 BANDIN SNAP ON SEALS MR Face Mount Hangers - Plated 'muss Products Fasteners Doug-Fir Larch/Sa.Pine Spruce-Pine-Fir Foodel M10' Allowable Loads Allowable Loads Heel Height Carrying Carried Uplift Floor Snow Const Uplift Floor Snow Const HUS26 with Reduced Heel Height Member Member (133) (100) (115) (125) (133) (1 00) (115) (125) 31/2 6-16d 4-16d 113511265 1455 1580 925 1050 1210 1315 HUS26 31/2 10-16d I 4-16d 1135 11800 20701 2245 925 1510 1735 i 1890 '11 4% 14-16d 6-16d 1550 2565 2950 3205 1 1390 12155 2480' 2540 4 111111 1 ?wf y 1/1111 11 Min. Dimensions Fasteners �1��1,�1 -; MNoel Heel Ga Carrying Carried IOIIp111 _ Height W HOR B Memher Member 11111111 SINGLE 2x SIZES it I LUS24 2% 18 1?(8 3y 1y. 4-1 Od 2-1 Od d LUS26 4y 1�8 45/, 13; 4-1 Od 4-1 Od d °° HUS26 4% 16 1 15/8 5ye 3 14-16d 6-16d Typical HUS v vvv d HGUS26 4y 12 1 1% 55,<8 5 1 20-16d 8-16d Installation w vvo°v HGUS28 534 12 1 1% 7X8 5 36-16d 10-16d with Reducedf LUS28 49X8 18 1X, 65/8 3; 6-1 Od 44-10dHeel HeightHUS28 6y 16 1% 7 3 22-i6d LUS210 4y. 18 1N8 713(8 12/ 8-1 Od 8% 16 18/8 9 3 30-16d fflo Doug Fir-Larch Allowable Loads Southem Pine Allowable Loads Spruce-Pine-Fir Allowable Loads Model Avg Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const Na. Utt (133) 1 (160) 1 (100) (115) 1 (125) (133) 1 (160) (100) (115) (125) (133) (16o) (100) (115) (125) SINGLE 2x SIZES LUS24 1 38501 4651 4901 640 1 7351 800 490 1 490 1 690 795 Be5 390 465 5401 6251 675 LUS26 51671 9301 11151 830 1 9551 1040 1010 1 1165 1 900 1035 1125 780 935 700 8051 875 HUS26 100001 15501 15501 2565 1 29501 3205 1550 1 1550 1 2785 1 3200 1 3325 1390 1550 2155 24751 2540 HGUS26 141781 14251 14251 37551 39051 3905 1425 1 1425 3905 3905 1 3905 1425 1425 3185 3585 3585 HGUS28 161881 17551 17651 5055 5055 5055 1755 1755 5055 5055 5055 1755 1755 4030 4155 4215 LUS28 6066 930 1115 1055 1210 1320 1010 1165 1140 1310 1425 780 935 890 1025 1115 HUS28 13167 20001- 2000 3585 3700 3775 2000, 2000 3380 3505 3585 1855 2000 2580 2680 2745 :.. LUS210 7750 930 1115 1275 1470 1595 1010 1165 1380 1590 1725 780 935 1085 1245 1355 HUS210 18833 2845 1 3000 3775 3920 4020 3000 3000 3585 3745 3850 2320 2780 1 27451 2870 2955 Doug Fir-Larch/Southern Pine Spruce-Pine-Fir Model Min. Dimensions Fasteners Avg Allowable Loads Allowable Loads No. He eel Ga w H B carrying Carried Ult Uplift' Uplift' Floor Snow comfit Uplift' Uplift' Floor Snow Const. Memberl Member (133) 1 (180) 1 (100) 1 (115) 1 (125) (193) (160) (100) (115) (125) DOUBLE 2%SIZES LUS24-2 29(8 18 1 3X 3ye 2 4-1 ad 2-16d 5303 565 565 765 880 I 960 465 555 640 735 800 s LUS26-2 4% 18 3y. 41',4 2 4-16d 4-16d 6076 1140 1165 1100 11501 1250 925 1115 820 945 1025. HHUS26-2 4% 14 3%. 5 3 14-16d 6.16d 14667 1550 1550 2580 29661 3225 1395 1550 2165 2490 2710 HGUS26-2 4y2 12 3%, 5% 1 4 20-16d 8-16d 14667 2000 2000 3755 4320 1 4695 1865 2000 3185 3660 3980 LUS28-2 4% 18 39 7 1 2 6-16d 4-16d 7750 1140 1165 1265 14551 1585 925 1115 1050 1210 1315 HHUS28-2 I 6y2 14 3% 9/ 3 22-16d I 8-16d 198501 2000 2000 3885 4465 1 4855 1860 2000 3275 3765 4095 HGUS26-2 I 534 1 12 39(8 7X8 4 36-16d 10-16d 25180 26501 26501 6245 71851 7810 2330 2650 5335 6070 6150 LUS210-2 6%. 18 3y 9 2 8-16d 6-16d 10907 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 n HHUS210-2 8'34 14 39{8 811% 3 30-16d 10-16d 22167 2855 3000 5190 5900 5900 2330 2795 4385 4795 4875 z HGUS210-2 1 7y2 1 12 34X8 1 91(8 4 1 46-16d I 12-16d 28333 34151 36651 78901 8110 8225 2795 1 3355 6110 1 62601 6360 TRIPLE 2x SIZES HGUS26-3 4y2 12 41% 4y 4 20-164t8-16d 114667 1 20001 20001 3755 4320 j 46951 1865 1 2000 I 3185 I 3660 1 3980 HGUS28-3 5?•; 12 41% 7y 4 36-16d 10-16d 25180 2650 2650 6245 7185 7810 2330 2550 5335 6135 6665 HGUS210-3 71X8 12 41%. 9Y, 4 46.16d 12-16d 28333 3415 3665 7890 8665 8865 2795 3355 6745 7755 8430 HKUS210-3 8y 14 4'X8 9 3 30-16d 1 10-16d 1221671 28551 3430 5190L 59001 59001 2330 1 2795 1 4385 1 50401 5480 aUAORUPLE Zx SIZES 0 1.Uplitt loads HHUS210-4 By. 14 6y8 81% 3 30-16d 10-16d 22167 2855 3430 5190 5900 5900 2330 2795 4385 5040 5480 have been e 4x SIZES increased 33% LUS46 45/8 18 39(8 4�; 2 4-16d 4-1 6d 6076 1140 1165 1000 1150 1250 925 1115 820 945 1025 and 60%for ke or HGUS46 4%° 12 3% 4% 4 ,20-16d 8-16d 25180 2275 2735 3755 4320 4695 1885 2000 1185 3660 3980 windearthloading HHUS46 4% 3 14-16d 6-16d 14667 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710 wind loading 14 35/8 Sy, with no further MW LUS48 4% 18 39{8 63, 2 6-16d i 4-16d 1 77501 11401 1165 1265 1 ..1495 1585 925 1115 1 1050 1 12101 1315 increase allowed. HUS48 6y, j 1 a 35X8 7 2 6.16d 16-16d 11190 1550 1550 1505 1 17101 1885 1315 1550 1240 1 1425 1550 Reduce by 33% HHUS22-16d1 8-16d 19850 2000 2000 1 38851 44651 4855 1860 2000 3275 1 3765 4095 and 60%for HGUS46 5% 1 12 I 3% 1 7Y,8 ! 4 :36-16d 110-16d 251801 26501 26501 6245 1 71851 7810 2330 2650 5335 I 6135 6665 normal loading as in cantilever LUS410 6y, 18 1 31(8 I 89, ' 2 i 8-16d 6.16d 109061 1550 1550] 1765 2030 2210 1390 1550 1465 1680 18301construction. HHUS410 8% 14 3% 9 ; 3 ;30.16d 10-16d 221671 2855 3430 5190 5900 5900 2330 , 2795 4385 5040 5460 HGUS410 �e 12 3� 9 4 '46-16d 12-16d 28333 3415 3665 -890 8665 8665 2795 3355 6745 7110 7210 HGUS412 I 91,(8 : 12 3% 10;(8 4 56-16d 114-16d 35000 1 3985 14780 1 9365 ' 10305 110440 3260 3910 7130 7305 7425 101 MW HGUS414 11% !, 12 13% 1 127% i 4 66-16dI15-16d 350001 4555 5000110295 1 10525 10680 3725 4470 72951 7500 7635 ` 11 (CO265A-DUPLEX - Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.01 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II , EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 SHEATHING IS REQUIRED FOR BRACING AND ANY LONGITUDINAL(DRAG) FORCES. ALL SPECIAL LOADS CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. ----(LUMBER DUR,FAC.=1.25 / PLATE OUR.FAC.-1.25) TC From 54 PLF at -1.85 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 154 PLF at 0.00 to 154 PLF at 11.63 TC From 54 PLF at 11.63 to 54 PLF at 13.77 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. BC From 4 PLF at -1.85 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 11.92 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. BALLOON FRAMED WALL, SEE FL BLDG CODE, {FBC 2313.41 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. 4X4 w ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. DROPPED TC LATERALLY BRACED BY OUTLOOKERS AT MAXIMUM OF 24" OC. RIGID SHEATHING APPLIED TO THE TOP OF RAISED TC AND OUTLOOKERS. to F 10 3X30 3X3o� 3 X 5 III 5X7(R) III 3 X 5 III 1 6 6 _T_ o= 14 BALLOON FRAMED WALL 0-10-147 0 41-8-0-'J �1-8-0� f4 5-11-8 �` 5-11-8 f 5=10-8 I` 6-0-8 1 ---— 11-11-0 Over 5 Supports _I R=184 PLF U=106 PLF W=11-11-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 OTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 1 5 1--5 3 5 0 3 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,\�Littt til///// PERFORMING TH 83NST TUTE 04/04/03ONSIO DRUNLESSTOTHBRWISEDINDICAWE D, TOPI CHORDF SHALLFHAV EPPR OPERLV�Tl ES ATTUR TOACHED \ V.�F Rltp F�w'-��I� T C D L 7.O PSF DATE 04/04/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `��\ •� �I�'fC4TG "IMPORTANT'" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDY BC DL 5.0 P S F D R W HCUSR151 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO t) BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND No.22839 B C L L 1 0.0 P S F HC-ENG E J R/W P F 7ALPINE BRACING OF TRUSSES. THIS DESIGN I:ONF ORMS WITH APLICABLE Pft OY ISIONS OF NDS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND'F'.APIN ASSOCIATION) AND TPI. ALPINE •• STATE aF CONNECTORS ARE MADE OF 20GA ASTM AE13 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E A N- 10900 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS ]EO A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ��^••jOl ORIOP• �� D U R.FAC. 1.25 F ROM KID Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THF SO TAB IL IT AND USE OF THIS �/�v�.f>.••••• ��``\� Hames Cit)',FL 33844 COMPONENT FOR ANY PARTICULAR BUILDINf, IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr 6, SPACING SPACING 24.0" JREF - 1S1M151_ZO2 FL Certificate of Authori2.ation#567 ANSI/TPI 1-1995 SECTION 2. P p t i (CO265A-DUPLEX - B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 MPH WIND, 23.49 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :W3 2x4 SP #2 N: :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.086' RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SPECIAL LOADS CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.08" DUE ___= (LUMBER DUR.FAC.=1,25 / PLATE DUR,FAC.=1.25) TO DEAD LOAD. TC From 54 PLF at -1.85 to 54 PLF at 6.13 TC From 154 PLF at 6.13 to 154 PLF at 11.92 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 4 PLF at -1.85 to 4 PLF at 0.00 2X4111 BC From 30 PLF at 0.00 to 30 PLF at 11.92 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DROPPED TC LATERALLY BRACED BY OUTLOOKERS AT MAXIMUM OF 24" OC. RIGID SHEATHING APPLIED TO THE TOP OF RAISED TC AND OUTLOOKERS. 10 r2 3X5# 3X34; W3 (A) 10-5-8 3X30 3X5 (A) 4, 3XB(E3) III 5X7(R) III J6 6L_ 0-10-14 18-7-0 T 3X5(E3) 0 3X5 a -8-0 5-10-8 6-0-8 —11-11-0 Over 2 Supports—� R=750 U=397 W=3.5" R=931 U=493 W=5.5" PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 QTY:1 FL/-/3/-/E/-/- Scale "WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND GRACING. 1 EE83 TOONCID RIO D(HANDLING 200TAMADIS(INNDWBRAC53719).PUBORSSADFEBY PRI (TRUPRIORATO �%�w''pR'pi'h,',� TC LL 20.0 P S F R E F R151- --53504 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� }t �� j TC DL 7. P S F DATE 04/04/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A Pft OPERLY ATTACHED RIGID CEILING. �G{(�� **IMP()RTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V ��`�!• �_ B C D L 5.0 P S F D R W HCUSR151 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO V BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND • No.22839 B C ILL 1 0.0 P S F FIC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CO NEOR MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF SI ON _ SPECIE PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAIY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '^ •_ T 0 T.L D. 4 2.0 P S F �FROM E Q N- 1 0 9 0 4 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER � 9 ,•; {p ` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �� 4 OA�QP••`�� D U R.FAC. 1.25 K P CertiHng o}A tho>3g 33844 I567 AryMP0N�NTIFOR5ANOEPPART RLARE6`IIDINGUIIOTHETREESPONSIBIIOITY OF THE BUILDINGIOESIGNER. PER THIS Apr��4, �pENG� ``, SPACING 24.U" JREF - 1S1M151_Z02 (CO265A-DUPLEX - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 23.49 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :M7 2x4 SP #2 N: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS =•----(LUMBER DUR.FAC.-I.25 / PLATE DUR.FAC,-1.25) SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 54 PLF at -1.85 to 54 PLF at 0.00 TC From 154 PLF at 0.00 to 154 PLF at 11.77 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND TC From 54 PLF at 11.77 to 54 PLF at 11.92 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. BC From 4 PLF at -1.85 to 4 PLF at 0.00 2X4 III SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. BC From 30 PLF at 0.00 to 30 PLF at 11.92 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. SHIM ALL SUPPORTS TO SOLID BEARING. DROPPED TC LATERALLY BRACED BY OUTLOOKERS AT MAXIMUM OF 24" OC. RIGID SHEATHING APPLIED TO THE TOP OF RAISED TC AND OUTLOOKERS. BALLOON FRAMED WALL. SEE FL BLDG CODE. {FBC 2313.4) 10 (T M7 3X50 10-5-8 3X34, 3X5 III 6X6$ 0-10-14BALLOON FRAMED WALL 2X4 111T 18-7-0 -8-O j 5-10-8 6-0-8 �-----11-11-0 Over 5 Supports R-184 PLF U-109 PLF W-11-11-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 QTY:1 FL/-/3/-/E/-/- Scale —.25" Ft. `*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND `Itlll "'I* T C L L 20.0 P S F R E F R151-53505 B NSTITUTE,NG RE5B3 D(ONTE DERI0 DR IB HANSU]TE NG 2G0?AMADIGONNDWFR AC 53719),PU FORS SADFEBY PR ACTICE SY TP UPR IOft ATO �.��`1 E R P."* PERFORMING THESE FUNG.TIONS. UNLESS OTHERWISE INDICATED, T0P CNORD SHALL HAVE PROPERLY ATTACHED TC D L 7.O P S F DATE 04/04/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID fEILING. 'IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 P S F D R W HCUSR151 kPRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r� pp C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.2283a B C L L 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OFSION STATE OF • — SPEGIFICATION PUBLISH CI DY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E A N- 10927 tACH FACE OF TRUSS, AND UNLESS OTHERWISE LOC ATE ON THIS DESIGN, POSITION CONNECTORS PER '��. F� P • `� CR AWINGS loD A-:. THE °.E AL ON THIS DRAWING IND]CATES ACCEPTANCE Of PROFESSGNAT ENGINEERING ��i 0R�0 p R F A C. 1 2 5 F R C M K P AII)111HanEngineered City,F 33844 1111111,1 RESPONSIBILITY T1FOR AN SE PARTICULAR BUILDING,'ISNENT THE REESPONSIBILIITY OF THE BUILDINGIL DESIT YGNER,DESIGNER,AND US L PER THIS Apr,,O��i��ENG`�`` SPACING 24.0" JREF - 1SJM151_Z02 FL Certificate of Authorization#567 (CO265A-DUPLEX - C2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 23.68 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :W3 2x4 SP #2 N: :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.086' RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2 X 4 III 3X5 W3 10 r (A) 10-10-1 3X50 3X8(E3) III 5 X 7(R) III 0-10-14 TA 18-7-0 3X5(D) 10 3X B o� 5-10-8 6-0-8 11-11-0 Over 2 Supports R=610 U=180 W=3.5" R=493 U=470 W=5.5" PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 OTY:10 FL 3 E Scale a.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--53506 6 RACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE `'1111111111/11' INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO ��.`` ER/? �4� STRU�ERFC�,TURAL PANELS. BOTTOM MI I THESE UNCTIONSCHORDUNLESS SHALLOTHERWISE A PROPERLY ATTAACHEDCHORD RIIGIDSHALL CEILING,PROP ERLY ATTACHED ``,; �•'LfCq�q_��j�'' T C D L 7.O P S F DATE 0 4/0 4/0 3 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED yrs .( rl �'�•YZ B C D L 5.O P S F D R W HCUSR151 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE TO ��. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 = B C L L 1 0.O P S F HC-ENG E J R/W P F AI T N E DRAC ING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = 1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP7. ALPINE STATE©�•' /� CONNECTORS ARE MADE OF 20GA AITM A153 GR40 NALV. STEEL., EXCEPT AS NU TED. APPLY CONNECTORS TO • TOT.L D 4 2.0 P S F S E Q N- 10908 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'Q F. DRAWINGS 160 A-Z. 7HE SEA1 ON 7H1S ORA W7NG INDICATES CATFS ACCEPTANCE OF PROFESSIONAL ENGINEERING i��C •� QR�OP:*' ` D O R.FAC. �..25 FROM IC P Alpine Engineered CCTC1Y8FL d Products,IIIc. ROMPONENB'FORYANYLEL PART[OULARTIE BUTLD[NGVMPOTHNTRDEPONNISI�WTY OF T E BUILO11 il BNGTDESINNER EPOR THIS Apr /v/� c.\G; �� SPACING 2 4.0" J R E F - 1 S 1 M 1 5 1_Z O 2 FL Certi6cateofAuthorization#567 ANFI/TPI 1-1995 SECTION 2. P Py�I/�� 11p" (CO265A-DUPLEX - C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 24.45 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT TI, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 :W3 2x4 SP #2 N: BCDL=2.5 PSF. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.086' RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2 X 4 III 3X50 10 W3 (A) 1 10-10-1 3X5 o 3X8(E3) III 1 6 5 X 7(R) III 6 0-10-14 T 18 7 0 3X5(E3) 3 X 5-4- 5-10-8 6-0 8 —11-11-0 Over 2 Supports R=501 U=180 W=3.5" R=501 U=471 W=5.5" PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 QTY:4 FL/-/3/-/E/-/- Scale —WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151-53507 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE {{tcl��l�pl i//!! INSTITUTE, 593 D'ONOFR91 DR., SUITE 2D0, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO �%{{ I G A P �l�Aj/ T(� D L 7.0 P S F DAT E 04/04/03 P ERE ORMINO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` }•t /�//' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `� o 1 / p _1 GO FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED !4 CEJ'• - � B C D L 5.0 P S F D R W HCUSR151 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY ENGINEERED PRODUCT LURE TO �_ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND o /1.2839 : D C L L 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN C.O NFORMS WITH APPLICABLE PROVISIONS OF No (NATIONAL DESIGN 2 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST .AND PAPER ASSOCIATION) AND TPI. ALPINE MA TATE OF f,U NNFCTORS ARE MADE OF 20GA ASTM Ati53 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNFC TORS TO • r T 0 T.L D 4 2.0 P S F S E A N- 10912 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEN %� • ;OR.OP `�� D U R FAC. 1.25 F R 0 M K P DRAWINGS 160 A-Z. THE SEAI ON THIS DRAWING INDICATES .ACCEPTANCE OF PROFESSIONAL ENGINEERING �• CertificateHas OSEy,FL01 384tt�Il$('] R N M P U N ENBTI FOR ANSE CIIONO2LARE OU HIIDING SMS T H EIR E SPONNIB ILWNY OF THE BUII.DB NGIDE SIGNER,EPER THIJ AP �� G�1(!7{{,,`��, SPACING 24.0" )REF - 1S1M151_Z02 (CO265A-DUPLEX - C4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 24.45 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 :W3 2x4 SP #2 N: BCDL=2.5 PSF. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.086' RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND CALCULATIONS, CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. INDICATED, REFER To MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 2 X 4 III 3X5 q► 10 W3 (A) 1 10-10-0 3 X 5 o 3X8(E3) III 5X7(R) III -L -d 6 6 tr 0-10-14 18-7-0 T 3X5(D) 3X5a 5-10-8 6-0-8 —11-11-0 Over 2 Supports —� R=500 U=180 H=Simpson LUS24 R-500 U-471 W=5.5" w/ (2) 10d Common, 0.148"x3.0" nails in Truss w/ (4) 10d Common, 0.148"0.0" nails in Girder Girder is (1)2X8 min. So.Pine PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 QTY:8 FL/-/3/-/E/-/- Scale 'WARN I NG'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BNSTITUTE,RE5R3 DOONO BFR IO DR HANSUITE 200 TAMADI SONNDWBR AC53G19I PUB OR SSABFEBY PRI CESUPRIORATE ` P�'�(�S q Ip r�1i,�� T C L L 20.0 P S F REF R 1 5 1--53508 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` 1t�} �iy��j� T C D L 7.Q P S F DAT E 0 4/0 4/0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE .4 PROPERLY ATTACHED RIGID CEILING. �� , l �•9�. �j _1 IMPORTANT' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V B C D L 5.0 P S F D R W HCUSR151 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 — BC LL 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERCICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ ; STATE OF.: CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E Q N- 10916 EACH FACE OF TRUSS, AND ONI.ESS OTHERWISE LOCATED ON THIS DESIGN, POS[1ION CONNECTORS PER � �••� � DRAWINGS 160 A-Z. THE SEAL ON THIS CIRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��1�'Fc ORIaP'�• �� O U R.FAC. 1.2 5 FROM K P E�pine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR 1HF TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Apr �Q� � � ` S P A C I N G 2 4.0" )R E F - 1 S 1 M 1 5 1_Z 0 2 It City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPO NS1B11.1 TY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization 4567 ANSI/TPI 1-1995 SECTION 2. P lisw (CO265A-DUPLEX - D1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.77 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. SPECIAL LOADS ----(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC = From 154 PLF at 0.00 to 154 PLF at 12.13 BC From 30 PLF at 0.00 to 30 PLF at 12.13 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. DROPPED TC LATERALLY BRACED BY OUTLOOKERS AT MAXIMUM OF 84" OC, SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. RIGID SHEATHING APPLIED TO THE TOP OF RAISED TC AND OUTLOOKERS. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 6 (- 3X3 lo� 6-1-0 5 X 9(R) 3X35► 0-4-3 —T— - 18-7-0 2X4(A1) fes` 12-1-8 Over Continuous Support R=182 PLF U=96 PLF W=12-1-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 QTY:2 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151-53509 BRACING.IN ST TULLE,REFER TO HIB 91 )(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\\t�t�i tt!!f/f� PERFORMING TNESEDFUNCTRIUNSDRUNLESSSU TOTHEORWISEO. DINDNCAWED, TOI HERDFOSHALLFHAVEETY PPROPERLY ATTARACTICES PH CHED ♦TO `\ ��R P. . TC DL 7.0 P S F DATE 04/04/03 STRUCTURAL PANELS, BOTTOM CHO R CI SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` I �(,'� �'L '. '`IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • B C D L 5. P S F D R W HCUSR151 PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO // L BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND /I/`/ No.22839 B C L L 1 Q.0 P S F H C-ENG E J R/W P F ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN r SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •• STATE OF CONNECTORS ARE MADE OF 20CA ASTM AFi53 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i = TOT.L D. 42.0 P S F SEAN- 1 0 9 3 1 EACH FACE OF IR USS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ' ••. F P •� AIPInC E[IgIIlEC7Cd PCOdUCLS,Inc. RE SPUNS IB IW I NG fi O[TY SULELYT FORHE STHE IR USEAL ON SICOMPANENT OEIN SIGNTSHOWNCEFTANC. HE SU[T ABILI F YROFES OAND USEI OFF THNS '��j�C�.t�+C Op10 R\ �\� D U R.FAC. 1.2 5 FROM K P Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr FL Certificate ofAuthorizahon#567 ANSIiTP1 1-1995 SECTION 2. p p tN\v SPACING 24.0" JREF 1S1M151_Z02 I - J (CO265A-DUPLEX - D2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.96 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, INDICAT€D, REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. 1.5X4 III 3X5 10 6 f"" 6-4-15 0-4-3 18-7-0 2X4(A1) 3U= 1.5X4 # 3-3-8 31-- 12-1-8 Over 2 Supports 'I R=711 U=348 W=3.5" R=308 U=291 H=Simpson LU26 w/ (4) N10, 10d, 9ga, 0.148"x1.5" nails in Truss w{ (6) 10d Common, 0.148"x3.0" nails in Girder Girder is (1)2X8 min. So.Pine PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6. 13 OTY:6 FL/-/3/_-/E/-/- Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--53510 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED 91 TPI (TRUSS PLATEINST I TOT E, TO PERFORMING THESEDFUNCTNOFIONS. UNLESS SIOTHERWE 200.ISEDINDICATED, T03PICHORDFSHALLFHAVEPPHOPTRLY ACIS TTACHED /''� TC DL 7.0 PSF DATE 04/04/03 - '�.STRUCTURAL PANELS, BOTTOM CHDAD SHALL HAVE A P0.OPERLY ATTACHED RIGID CEILING. Ift iIMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED L i BC DL 5.0 PSF DRW HCUSR151 PRODUCTS, INC. SHALL NOT BERESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURETO BUILD THE TRUSSESIN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLINGAND BC LL 1O.O PSF HC-ENG EJR/WPF ALP INEBRAC INfi OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND FAPER ASSOCIATION) AND TPI. ALPINE • STATE OF + CONNECTORS ARE MADE OF 2OCA ASTM AF,53 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.LD. 42.0 P S F S E A N- 10936 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATEO ON THIS DESIGN, POSITION CONNECTORS PER ,'�F DRAWINGS 160 A-Z. THE SEAL ON iH1S DRAWING INDICATES ACCEPTANCE OF PROfESSTONAL. ENGINEERING �C • OR50R•�LLy �- D U R.FAC 1.25 FR0M K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. INE SUITAB I I-I TY AND USE OF THIS /�trT c � IIa111e;City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEA A r ��` G{` SPACING 2 4.0" J R E F - 1 S 1 M 1 5 1_Z 0 2 FL Certificate of Authorization#567 ANSIJTPI 1-I99s SecTloN z P 6'�4f f��r- (CO265A-DUPLEX - D3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.78 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x8 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE, SPECIAL LOADS ------(LUMBER DUR,FAC,=1,25 / PLATE DUR.FAC,-1.25) H — RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND TC From 54 PLF at 0,00 to 54 PLP at 8.83 CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN BC From 30 PLF at O.Oo to 30 PLF at 8.83 INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. BC 500 LB Conc, Load at 1,06, 3,06, 5.06, 7.06 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 1.5X4 III CHORD SPACING(IN OC) START(FT) END(FT) BC 106 0.00 8.83 3XSio 6 F-- 6-4-15 3X5<s T 1-11-15 18-7-0 5 X 7 3X3 1.5X4 III W—'8-10-0 Over 2 Supports R=1452 U=240 W=3.5" R-1292 U=234 H=Simpson HUS26 w/ (6) 10d Common, 0.148"x3.0" nails in Truss w/ (14) 10d Common, 0.148"x3.0" nails in Girder Girder is (1)2X8 min. So.Pine PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6. 13 QTY:2 FL/-/3/-/E/-/- Scale =.375" Ft. `*WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 Q.Q P S F R E F R151-53511 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\t11111111)j INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\\\ ERP.F'�i,, T C D L 7. P S F DATE 04/04/03 PERFORMING THESE FUNCTIONS. UNLESS 07H ERWI SE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED �� L} �w-�, STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C�j�•' BC DL 5 Q P S F D R W HCDSRI51 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN; ANY EAILURE TO BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND AID.2-)83(, B C L L 1 Q.Q P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. HIS DESIGN CONF OR NS WITH APPLICABLE PROVISIONS OF HD S' (NATIONAL DESIGN = EY GGGv = SHE IFIOAT]0 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF.- CONN ECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOTOT.L D. 42.0 P S F S E O N- 10943 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS IANAL ENGINEERING � .-4 pp �� D U R.FAC. 1.25 F ROM KP Certificate1gsCi jl, 3384n gI5G7 COMPONENT fOR PARTICULARS BUILDINGLI IS TTHE T REESPONSIBILITY OF THE BUILDING I DESIGNER, PER THLS Apr ';4f/j �,G\r\\\````` SPACING 24.0" JREF - 1S1M151_ZO2 (CO265A-DUPLEX - E1) THIS DWG PREPARED FROM COMPUTER INPUI (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS ----(LUMBER DUR.FAC.-1,25 / PLATE DUR.FAC.@1.25) THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND TC From 154 PLF at 0,00 to 154 PLF at 16.00 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. TC From 54 PLF at 16.00 to 54 PLF at 16,29 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. BC From 30 PLF at 0.00 to 30 PLF at 16.29 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. DROPPED TC LATERALLY BRACED BY OUTLOOKERS AT MAXIMUM OF 24" OC. 4X4= RIGID SHEATHING APPLIED TO THE TOP OF RAISED TC AND OUTLOOKERS, --I 6 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6 6-2-8 5 X 9(R 3 X 3 0-4=3 .{y18-7-0 /0111111111111111111A 4- 5 X 7 L 14-4-0 I 1-11-8 I 16-3-8 Over Continuous Support - R=176 PLF U=93 PLF W=16-3-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6. 13 OTY:2 FL 3 E - Scale =.375" Ft. `*WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND pp HI NST ITUTE,RE 583 DER OONOUF RIU D 91 R ANO SUITE 200LING �A MAD I S ONI IT NO ND WIRAC 53719),ING) PUBFORSSAPE TY PR AC7I CEY TEL RU PRI RSS ATO ��``�N�t�R�P/��`* TC L L 20.0 P S F R E F R 1 5 1--53512 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ``'• /"Y''�i TC DL 7.0 P S F DATE 04/04/03 ' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 2 'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED _ �• ~ BC DL 5.0 P S F D R W HCUSR151 *PRODUCTS, INC.. SHALL NOT BE RESP ONSSBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p ((`� BUILD THE TRUSSES IN CONFORM ANC,E WITH TPI; OR FABRICATING, HANDLING, SHIPPING. IN AND -IUO.Z2S3�7 BC LL 10.0 P S F HC-ENG E J R i W P F ALPINE BRAC,[NG Of TRUSSES. NIS DESIGN CONFORMS WITH APPLICABLE PR OVISIUNS OF NDS (NATIONAL DESIGN �{ c SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNEf.TORS ARE MADE OF 20GA AS A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '� T 0 T.L D. 4 2.0 P S F S E O N- 10947 EACH FFCE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CO NNECTOftS PER •�• /C p. �`� DRAWINGS 160 A-Z. EL yTHE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGtNEERING i (1�� OR��• �� D D R.FAC 1.25 FROM K P f�Ip11ITTallleB CalleFL d Plod84t,Ine. RfMPONENBIFI 'OR A NYLP ART[CUL ARF 13R EB URI L DIN GOMS NH ETRUE EPONSIBILW IH 1, OF THE BUILTHE OTTAINGB IL I DES[GNFR AND SE PDH THIS FL Certificate of Authorization#567 ANI/TPI 1-1995 SECTION 2. Apr 0�4��/j•►h111�\p`i`t SPACING 24.0" JREF 1S1M151_Z02 (CO265A-DUPLEX - E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.51 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :W2 2x4 SP #2 N: RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. INDICATED, REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, 4X4= —16 1.5X4 III 1.5 X4 III 6 f(A) 6-6-7 W2 0-4-3 Lj 18-7-0 3X5. 3X3: 2X4(A1) I_ 14-4-0 I 1-11-8 I �E 16-3-8 Over 2 Supports _I R=697 U=299 W=3.5" R=672 U=404 H=Simpson LU26 w/ (4) N10, 10d, 9ga, 0.148"x1.5" nails in Truss w/ (6) 10d Common, 0.148"x3.0" nails in Girder Girder is (1)2X6 min. SO.Pine PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 QTY:B FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 1 5 1--53513 6NSTITUTE,RACING RE 583 OFER �ONOFRIO 1) HAN SUITE NG 2OODL TAM AD ISONLLING NDWBRAC53719),ING OR PUBLISHED SAF E TY P RACTICE SUPRI DR SS ATE TO %%" PE R P1/��I�� STRUCTURAL ERE PANELSMING THESE UBOTTOM CTION SCHORUUNLE GNALOLHHAVESA PR OPERLYI�ATEDATTOACHE DORUI GIDACEILING LL APROPERLY ATTACHED ``�� '��Cq/yA T C D L 7. PSF DATE 0 4/0 4/0 3 **IMPORTANT— FURNISH A COPY OE THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED G� �� BC DL 5 O P S F D R W HCUSRIST PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C BUILD THE TRUSSES [N CONFORMANCE W[TN TP[; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 'No.22839 = BC LL 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS W[TH APPLICABLE PROVISIONS OF NDS (NATIONAL DE Si GN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION} AND TPI. ALPINE U. ; STATE OF CONNECTORS ARE MADE OF 2OrA ASTM A653 GR4O GALLA, STEEL, EXCEPT AS NDTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E A N 10954 EACH FAf.E OF TRUSS, AND UNIT E:i$ OTHERWISE LOCATED ON THIS DF SI GN, POSITION CONNECTORS PER %�*'� A(. p,' DRAWINGS 160 A-Z. THE SEAL ON THl`> DRAWING INDICATES ACf,EPTANCE OF PROFESSIONAL EN6INEER7NG ��G1�(1��OR��.� �1 D U R.FAC. 1.25 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FUR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IRIS �� DEaG` �� SPACING 24.0" JREF IS FLTTaineS cit',FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BU[LD LNG DES LGNER, PE0. A r U N// tN FL Certificate of Authorization#567 ANSI CTPI 1 1995 SECTION 2. p lJ % (CO265A-DUPLEX - E3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.59 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 :W2 2x4 SP #2 N: BCDL=2.5 PSF. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED, REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= � 6 1.5X4 III 1.5 X4 III 6f 6-6-7 W2 0-5-15 dk.18-7-0 2X5(Bl) is 3X511 3X3m L_ 14-0-8 _I, 1-11-8 _I CE 16-0-0 Over 2 Supports R=683 U=292 H=Simpson LU26 R=661 U=398 H=Simpson LU26 W/ (4) N10, 10d, 9ga, 0,148"x1.5" nails in Truss w/ (4) N10, 10d, 9ga, 0.148"x1.5" nails in Truss W/ (6) 10d Common, 0.148"x3.0" nails in Girder w/ (6) 10d Common, 0.148"x3.0" nails in Girder Girder is (1)2X6 min. So.Pine Girder is (1)2X6 min. So.Pine PLT TYP. Wave TPI 95 Desi g n Crit: TPI STD FLBC 6.13 QTY:4 FL/-/3/-/E/-/- Scale =.375" Ft. k0RACINGNG*REFERRTO HIBUSSES R91 I)(MANDLRE RNGEINSTALLIN6 ANU BRACARE IN 6ING)HANPUBLISHED BYPTPI IN(RUSSIPLATENG D \\L111111/f// TC LL 20.0 PSF REF R151--53514 INSTITUTE, SB3 D'ONOFRIO UR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �.o`O'(E R P. ,, T C D L 7.0 P S F DATE 04/04/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ``� ._��;tja��/�, �j� STRUCTURAL PANELS, BOTTOM F:NORU SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F 2 _ ""IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� C��• i B C D L 5.0 P S F D R W HCUSRI5I PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP[; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 = B C L L 1 0.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN = SPEI:I FICAT[CIN PUBLISHED BY THE AMERICAN FMREST ANO PAPER ASSOCIATION) AND TNI. ALPINE - STATE nP ,:ONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO - TOT.L D 4 2.0 PSF S E A N- 1 0 9 6 1 EACH FACE OF TRUSS, AND UNLESS OTHF-ftW[SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��'. �� Q,. ``� [IRA INGS ln0 A-Z. THE SEAL ON THIS DRAWING INDICASIGNTES ACCEPIANCE THE OF PROFESSIONAL ENGINEERING ♦ (1j �RIQ D U R.FAC. 1.25 FROM KP EUPIIIHanesCig,,Fe EngineeredL I'O3844Inc. COMPONENT I FORM tELY FOR ANY PARTICULARS BUILDING ICOMS LIVET RESPONSIBILW NY OF THE BUILDUITA BINGI DE S IGNER, PER AND USE F THIS ♦��, t�` ul�` `��` FLCertifwteof uthorization#567 ANSI/TPI 1 1995 SEI-TION 2. Apr 04U/� 1111,00 SPACING 24.0" JREF 1S1M151_Z02 (CO265A-DUPLEX - E4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 :W2 2x4 SP #2 N: BCDL=2.5 PSF. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. CALCULATIONS, CONDITIONS MAY EXIST THAT REOUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION, DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 'I 6 1.5 X4 III 1.5X4 III 6F' 6-6-7 W2 0-4-3 18-7-0 3 X 5�aa- 3X3= 2W.Al) �1-8-0--J 14-4-0 _1_ 1-11-8J fE 16-3-8 Over 2 Supports J R=804 U=437 W=3.5" R=665 U=402 H=Simpson LU26 w/ (4) N10, 10d, 9ga, 0.148"x1.5" nails in Truss w/ (6) 10d Common, 0.148"x3.0" nails in Girder Girder is (1)2X6 min. So.Pine PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 OTY:6 FL/-/3/-/E/-/- Scale —.375"/Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND t{{{{Illl � T C L L 20.0 P S F R E F R 1 5 1--53515 II NSTI�UTE,RE 583 DFER OONO9RID DRHANDUI�E 200�AMAD�StIN NDWBft AC53719).PUBF OR SSADF EBTY TPI Y PRACTICES UPR IDR ATO Ak �tt-1 E RP ��PERFORMINGTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �.� y ' T C D L 7.0 PSF DATE 04/04/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING"IMPORTANT— FURNISHA COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 PSF DRW HCUSR151 PRODUCIS, 1NC. SHALL NIT 8E RESPONSIBLE FOR ANV DEVIATION FRDM THIS DESIGN; ANY FAILURE TOBUILD THETRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 22839 = BC LL 10.0 PSF HC-ENG EJR/WPF ALPINE BRACING OF TRUSSES. THISDESIGN CONFORMS WITH APPLICABLE PROVISIONSOF NDS (NATIONAL DESIGN C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE(�1 • /� CONN Ef.TORS ARE MADE OF IGGA AS7I A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY f.ONNECTORS TO T O T-L D. 42.0 P S F S EON- 10966 EACH FACE OF TRISS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERb•� `` DRAWINGS I60 A-Z. THE SEAL CIN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Q�� R � •�r`�� D U R.FAC. 1.25 F ROM KID Alpine Engineered Products,Inc. RESPONSIBIIITY SOLELY FIR THE TRUSS COMPONENT DESIGN SHIWN. HE SII TAB[L ITV AND USE OF THIS �j�u'j� L�NG�"``�� Eta City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 16 FLCertificateofAuthorizatLonl1567 aN:u TPI 1-Isis secnoN z. Apr O��i�q {q{u`ttt� SPACING 24.0" JREF 1S1M151_Z02 -- ' (CO265A-DUPLEX - E5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.06 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. 4X4= SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. --1 6 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 6 6-6 7 0-4-3 - - - �} 0 2X4( 1) X1-8-0� 14-4-0 —1- 1-11-8 J 16-3-8 Over Continuous Support R=90 PLF U=51 PLF W=16-3-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 QTY:2 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND B RACING NST ITUTE,REFER T?CHIBR91 U(HANDLING INSTAMADISONNDWBRAC51NG)l PUBORSSADFE 8Y PR ACT[(TRUPRIORATO ��•``�%tE R tp�;1"' T C L L 2 0.0 PSF REF R 1 5 1--53516 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `�` � ��f 5 �/!'ice' T C D L 7.0 P S F D A T E 0 4/04/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `�� Ci v — "IMPORTANT`` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ((� B C D L 5.0 P S F D R W HCUSR151 PRODUCTS, INC. SHALL N0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO 6 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND No.22839 BC LL 10.0 P S F H C-E N G E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE , STATEOF — TOT.L D 4 2.0 P S F S E Q N- 10969 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL, E%f.E PT AS NOTED. APPLY CONNECTORS TO i i Q,`� EACH FACE DF TRuss, AND uNLEss OTHER WISE LocATED DN THIS DESIGN, POSITION coNNEcrofts PER i �'.�C pgIOP'.'t`��+ D U R.FAC. 1 2 5 FROM K P DRAWINGS 160 .A Z. THE `ZEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i ,� AIpmTlalneStCeletIadPIOdHQt�S,Inc, ROMPONENBIFORYANSOLELY PARTtCULARESUILDINGUSS OMSLTHETRESPONSIBCLSfJOWTY OF THE BUILDS NG[�ESIGNERyLPCR OF [HIS '�� ,EiQ.DEN�` �`�`` FLCertiticateofAuthori-ration#567 ANSI/TPI 11996 "I.T10N z. Apr Od��►q�j�pu�� SPACING 24.0" JREF 1S1M151_Z02 _I (CO265A-DUPLEX - F1 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #z N 2 Complete Trusses Required BOT CHORD 2x8 SP #2 N WEBS 2x4 SP #3 :W2, W4, W6 2x4 SP #2 N: NAILING SCHEDULE: (12d—box—nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 4" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 19.87 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 30 PLF at 0.00 to 30 PLF at 19.87 IN EACH ROW TO AVOID SPLITTING. BC 980 LB Conc. Load at 2.02 BC 969 LB Conc. Load at 4.02, 6.02 BEARING BLOCKS: NAIL TYPE: 12d—box—nails BC 1292 LB Conc. Load at 7.83 BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WALL PLATE BC 672 LB Conc. Load at 8.02, 10.02, 1.2.02 0 0.042' 1 12" 4 MATCH TRUSS BC 665 LB Conc. Load at 14.02, 16,02, 18.02 BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. END VERTICALS NOT EXPOSED TO WIND PRESSURE. 120 MPH WIND, 24.99 FT MEAN MGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5 X 7 1.5X4 III 3X5 5X7= W2 6-4-15 6-4-15 W4 W6 Lj 18-7-0 3X8111 8X8= 6X8 3X8111 fE 19-10-0 Over 2 Supports �1 R=5322 U=3063 W=3.5" R=4562 U=2536 W=5.5" PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 QTY:2 FL/-/3/-/E/-/- AL 3 E - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--53517 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��{IU��II f/"/� HERE 0RMI NG THESEINST TIT UFUUNCTION S�IO R U NLESSTO THUERWI SED INDICATED, TOPIC HORDF S H ALLFET HAVEP PRO PERTLCESY ATTACHED �,�,` ��R P��w'-'�,,� T C D L 7.0 P S F DATE 04/04/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. YF(CA _✓A **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 P S F D R W HCUSR151 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR UM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND No-22839 BC LL 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DE SI fiN CO NF LIR MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : STATE T ATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NO TE U. APPLY CONNECTORS TO I''ll CC T 0 T.L D. 42.0 P S F S E Q N- 10977 EACH FACE OF TRUSS, AND UNLESS OTHER WI SE LOCATED ON THIS I)EST GN, POSITION CONNECTORS PER ••� P DRAWINGS 160 .A Z. THE SEAL ON THIS DRAWING INDICATES .AC(:f, TANCE OF PROFESSIONAL ENGINEERING �j ,/�O/�•• QRI�•r• t•`v�� D U R.FAC. 1.25 FROM K P PeR1E Certificate pejAul]7plpnIS(�'] ANMI,�TP II T1 F1OR 995N`EC.TIONO2.Aft EBU[LO IN;O[PON EE IR ESpO NS IB IL SHOWN. OF I(E B(IILO6NGIO ESIGNEft yEPCR THIS Apr/,U�f///�� •D��'�`"``` SPACING 24.0" JREF - 1SIM151_Z02 i (CO265A-DUPLEX - G1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 SHEATHING IS REQUIRED FOR BRACING AND ANY LONGITUDINAL(DRAG) FORCES. ALL SPECIAL LOADS CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TO From 54 PLF at -1.85 to 54 PLF at 0.00 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC - From 154 PLF at 0.00 to 154 PLF at 13,79 TO From 54 PLF at 13.79 to 54 PLF at 15.65 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND BC From 4 PLF at -1.85 to 4 PLF at 0.00 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. BC From 30 PLF at 0.00 to 30 PLF at 13.79 4X4 so SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. BC From 4 PLF at 13.79 to 4 PLF at 15.65 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, DROPPED TC LATERALLY BRACED BY OUTLOOKERS AT MAXIMUM OF 24" OC. RIGID SHEATHING APPLIED TO THE TOP OF RAISED TC AND OUTLOOKERS. BALLOON FRAMED WALL, SEE FL BLDG CODE. (FBC 2313.41 10 F- 3 X 3 o,- - 3X3% 10 3 X 5 A 3 X 3 3X5�� 5X7 (R) III _1 6 6 L. 0-10-14 BALLOON FRAMED WALL 0-10-14+18-7-0 L--1-8-0--J L--1-8-0--J I_ 6-10-12 I 6-10-12 fE 13-9-8 Over 6 Supports R=184 PLF U=109 PLF W=13-9-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 OTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND `"L11LEEE��f'' T C L L 2 0.0 P S F R E F R 1 5 1--53518 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ON(IFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �..�`�(E R P ��// PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ♦� •• ��A-/// T C OIL 7.O P S F DATE 04/04/03 STRUCTURAL PANELS, BOT10M CHORD SHALL HAVE A PROPERLY ATTACHED RI6I0 CEILING. `��` �, 1�IC *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED op ? B C D L 5.0 P S F D R W HCUSR151 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE W[TH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND No-22839 = BC LL 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES THIS DESIGN CONF OR MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM EftICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE STATE OF CONNECTORS ARE MAGE OF [OCA ASTM A653 GR40 GALV. STFFI EXCEPT AS NOTED. APPLY CONNECTORS TO i • TOT.L D- 42.0 P S F S E A N- 10986 EACH FA OF 1RUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Ci RAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��i�Cjl,•• .��R...• D U R.FAC. 1.25 F ROM KP Alpine Engineered, 3384ts,Inc. RESPON1 SILOTY SOI ELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY Ano USE OF 1H[S A r/U 4�I� N ` S P A C I N G 2 4.0" J R E F - 1 S 1 M 1 5 1_Z 0 2 Haines City,FI. 3jg44 COMPONENT FOR ANY PART FCU I-AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DE SI6NER, PER FL Cc ANS1iTP1 I-1996 SECTION 2. ID / DE��'`��` I_II °' 1 1 1 1 1 1 1 1 1 1 1 1 1 (CO265A-DUPLEX - G2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.59 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.634' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. :Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.634' 4X4m 3X54; 3 X 5 10 10 6X6= 3X50 3X5�� 3X8(E 3) III 3X8(E3) III --4 6 6 L. T 1.5X4 III III 5X4. � 0-10-14 1 0-10-14 — 18-7-0 3X5( 3) 0 3X5(D) a� 41-8-0-3-J L-1-8-0--J 6-10-12 �lE 6-10-12 __ _I ff 6-10-12 f 6-10-12 13-9-8 Over 2 Supports R=681 U=412 W=3.5" R=681 U=412 W=3.5" PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 OTY:4 FL/-/3/-/E/-/- Scale *B RACING —WARNING" TRUSSES TOS BIB 9 IU IR(HANDLINGE INSTALLINE IN GAND BRA ING)HANDLING,UBISHEDUBY TPI IN(TRUSSING AND PLATE V1 / TC LL 20'0 PSF REF R151--53519 111111111!! INSTITUTE, 583 D')ON DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �'�E R P. SS PTR UCTUR AG PANEL STHESE TUB OTTOMNCTISCHORDUNLESHAULHHAVESA Pft INDICATED YDATT AC HEDTOPOR IDGI DALL HAVE CE IL ING.PROPERLY ATTACHED ```��, �;�'�.��/t,11,,x' T C D L 7.0 P S F DATE 04/04/03 `*IMPORTANT" FURNISH A COPY CIF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F• B C D L 5.0 P S F D R W HCUSR151 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • L BUILD THE TRUSSES IN CONFORMANCE W[TH TPI; OR FABRICATING, HANDLING, SH IF ING, INSTALL[NG AND No.22839 ; — BC LL 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND'PAPER ASSOi.IATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NG TED. APPLY CONNECTORS TO T 0 T.L D. 42.0 P S F S EON- 10989 EACH FACE OF TRUSS, AND UNLESS OTH CRWISE LOCATED ON TH[S DESIGN, POSITION C,ONNECTGRS PE0. '� '. �C P DRANINGS 160 A-Z. THE SEAL GN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I��j/•• O�1(. D U R.FAC. 1 2 5 FROM KP Alpine Engineered Pro�ducts,Inc. RGMPONENBILORYANYLELY PARTICFOR THLE TRUSS SIPONHETRESPONSIBILITI' OF THE SUILDBNGIDESIGNEUSE PER THIS A r /D�,��eiD1,1``�,`` SPACING 24.0" JREF - 1S1M151_Z02 FL CZCI1f1Ce10 ofAuthorization ANSIITPI 1-1995 SECTION 2. p H (CO265A-DUPLEX - G3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.36 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.634' :Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.634' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4 m 3X50 3 X 5 10 10 6 X 6 3X50 3X5 3X8(E3) III J 6 3X8(E3) III 6 L_ 7— 1.5X4 III _F 1.5X4 III 0- 0-10-14 10-14 --C-- .I -Ag-18-7-0 3X5(E3) o 3X5(E3) 1 6-10-12 _ - bQ - 6-10-12 - �I 6-10-12 f 6-10-12 13-9-8 Over 2 Supports -- _I R=579 U=283 W=3.5" R=579 U=283 W=3.5" PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 !_ QTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. **WAR NBRAING.INGREFERTRUSSES HID 9I IRE ( HANDLINGE INSi ALLING CAE IAND BRACING), R C .NG)H AN PLUBELISHEDH BYP TEL IN(TRUSSI PLATESTALLNG AND ��11LIIIIf 1�� TC LL 20.0 PSF REF R151--5352 INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\\ E R P PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED \\ �•4t�C••�jt_Vj, T 1. D L 7.0 P S F DATE 04/04/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED qx•2 B C D L 5 O P S F D R W HCHSRI5I PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES [N CONFORMANCE WITH TPI: OR FABRICATING, NANOLING. SHIPPING, INSTALLING AND No..12839 • n B C L L 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : STATE OF CONNECTORS ARE MADE Of 20GA ASIM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E Q N- 10991 EACH FACE OF TRUSS, AND UNLESS OTHER SE I.OC.ATED ON THIS DESIGN. POSITION CONNECTORS PER F, • L� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICASIGNTES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j�•• ORI •v\� D U R.FAC. 1.25 F ROM KID A'pullHRlllees Cltyedl, 33844 Inc. ROMPONENTT I FIRM AN PELY FOR ARTICULAR PARTICULARS BUILDINGUSS O ISOTHETREESPONSIBILITY SHOWN OF THE BUILDINGTHE DESIT AND GNER,DESIGNER, PER THIS if��i'�f�� Iil ,�\\ FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2_ Apr Q111 1qV��` SPACING 24.0" JREF - 1S1M151_Z02 (CO265A-DUPLEX - H1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 SHEATHING IS REQUIRED FOR BRACING AND ANY LONGITUDINAL(DRAG) FORCES. ALL SPECIAL LOADS CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. ----(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.85 to 54 PLF at 0.00 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 154 PLF at 0.00 to 154 PLF at 13,83 TC From 54 PLF at 13.83 to 54 PLF at 15,69 DROPPED TC LATERALLY BRACED BY OUTLOOKERS AT MAXIMUM OF 24" OC. BC From 4 PLF at -1,85 to 4 PLF at 0.00 RIGID SHEATHING APPLIED TO THE TOP OF RAISED TC AND OUTLOOKERS. BC From 30 PLF at 0,00 to 30 PLF at 13.83 4 X 4 BC From 4 PLF at 13.83 to 4 PLF at 15.69 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. DEFLECTION MEETS L1360 LIVE AND L/240 TOTAL LOAD, SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. SHIM ALL SUPPORTS TO SOLID BEARING. BALLOON FRAMED WALL. SEE FL BLDG CODE. {FBC 2313.41 10 F 10 3 X 3 o- 3 X 3 5X7 (R) III 3X5 3X5 � � `1 6 6L- 0 0 14 BALLOON FRAMED WALL 0-10-14 -1- 1 +18-7-0 L--1-8-0--j L-1-8-0--J I 6-11-0 I 6-11-0 J (E- 13-10-0 Over 6 Supports _I R=184 PLF U=109 PLF W=13-10-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 QTY:l FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151— 53521 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE rllllilll!//� INSTITUTE, 5B3 D'INOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 1I%OR P PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Get /CA �I" TC DL 7.0 P S F DATE 01/04/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `Q IM ti �i C *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO 7HE INSTALL AT LON CONTRACTOR. ALPINE ENGINEERED C'9j,' i BC DL 5,O P S F D R W HCUSRISI PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO (n BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND N�-228J� = B C L L 1 0.0 P S F HC-ENG E J R/W P F A ALPINE T N E BRACING OF TRUSSES. TI LS' DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN LL 1 _ TGV . F 1 1 CONNECTORSIE I ATI ARE ON PMADE JOFD20GAT ASTA653AGR40RST G ALV AN S TEELEREXCEPTI ASINOON)TEDND TAP PLY ACON HECTORS TO �i `'�"�`Or_: TOT.1-0. 4 2.0 P S F S E A N- 11000 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 9�.� DRAWINGS 160 A-Z. THE 'SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING %�C (p�IQP��a/`� D U R.FAC. 1.2 5 FROM KID Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FDR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND OSE DF THIS Apr',�4� DE�G`r````` SPACING 2 4.0" J R E F - 1 S 1 M 1 5 1_Z02 Plaines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGN F.R, PER FLCertificate ofAuthorization#567 ANSI/TPI 11995 SECTION 2. p �!� 1�1 (CO265A-DUPLEX - H2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.634' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. :Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.634' 04= 3X50 3X5�� to � 10 6X6= 3X50 3 X 5 3X8(E3) III 1.5 X 4 III 6 6 L— 3X8(E3) III � � 0=10=14 1.04111 0-10-14 _Y_ +18-7-0 3X5(E3) '0� 3X5(E3) a �1-8-0� �1-8-0" i 6-11-0 SIF 6-11_0 _I 6-11-0 T 6-11-0 Q - 13-10-0 Over 2 Supports _I R=683 U=413 W=3.5" R=683 U=413 W=3.5" PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 OTY:4 FL/-/3/-/E/-/- SCale ==.375'' -Ft. *'WARNING,— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND liliT C LL 20.0 P S F R E F R151-53522 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719). FOR SAFETY PRACTICES PRIOR TO �� '(e R P. /.,, PERFORMING THESE STRUCTURAL PANELS,UNCTIONS.CHORD UNLESS OTHERWISE LL HAVE A INDICATED,PROPERLY ATTACHED IDG SHALL ID CEI LING.PROPERLY ATTACHED /y'Li,' T C D L 7 0 P S F DATE 0 4/0 4/0 3 —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � �_I BTC C DL 5.0 P S F D R W HCUSR151 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N.O.UILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 22839 _ BC LL 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Z- T 0 T.L D. 42.0 P S F S E 0 N- 11002 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER %lk• R P•�((/� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �f(••�� OR`�• D U R.FAC 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��/i�"/�' `�� Him Clt}',H. 3W4 COMPONFNT FOR ANY' PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr //� ��i►�U� SPACING 24.0" JREF - 1S1M151_Z02 FL Certificate of Authot7Z3hon N 567 AN'o17TP1 1-1995 SECTION 2. (CO265A-DUPLEX - 113) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.37 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.634' :Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.634' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4 X 4 3X50 3 X 5 10 10 6X6= 3X5! 3X5�� 3X8(E3) III 6 6 L_ 3X8(E 3) III 1.5X4 III 1.5X4 III -T- 0-10-14 0-10-14 —L _L-jf-18-7-0 3X5(E3) 0 3X5(D) 6-11-0L� 6-11-0 imI _6-11-0 r 6-11-0 1 13-10-0 Over 2 Supports -j R=581 U=284 W=3.5" R=581 U=284 W=3.5" PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 QTY: FL/-/3/-/E/-/- Scale = 375""/Ft. —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C ILL 2 0.0 P S F R E F R151-53523 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 11111111f/b/' INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO E R P.F , T C D L 7.0 P S F DATE 0 PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED �t1l �I' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` .;�7.�tF•�.^ �Z��i "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDe.. _ B 1. D L 5.0 P S F D R W HCUSR151 PROBRACING SOFT TRUSSES. NO THIS DESIGN SCONFORMLE FOR S WITH APPLICABLE PROVISIONSOF) DEVIATION FROM THIS DESIGN; NOS (NATIONALFAILURE DESIGN BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND No.22839�i,. ; BC LL 10.0 P S F HC-ENG E J R/W P F ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE � � STATE ATE Or� 'EATTORS ARE MADE OF 20GA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NO1EU. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E A N- 11004 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECrORS PER D U R.FAC. 1.2 5 FROM K P DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i�(1j f L OR��P��t•�r `� AIPIIIHaines a nesl`CCv,F IIIO3844Inc. COMPONENT RESPONSIBILITY ANYSOLELY PARTICULARTHE BUTRUSS LDINGO IPU NHE TR DESIGN SHOWN. Y OF THE BUILDINGTY AND KNOW USE OF PER 1HI$ ��/,' � FLCertificate ofAuthorization#567 ANN/TPI 1-1995 SECTION 2. Apr A 1111W«` SPACING 24.0" JREF 1S1M151_Z02 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE + (1) 2X4 "L" BRACE • (2) 2X4 "L" BRACE +• (1) 2X61, ' " BRACE + (2) 2X6 "L" BRACE +• GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 2 3' 5" 5' I1" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" BRACING GROUP SPECIES AND GRADES: S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" GROUP A: !� H7 STUD 3 4" 4' 10" 4 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" SPRUCE-PINE-FIR HEN-FIR W 1 1 PP STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' 8" 1 2 STADARD 42 STUD I� S P 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 STUD 3 STANDARD 2 _ _ _3' 8 1. 5'_11" 8' 4" 7' 0" 7' 6' 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 3 8 5 0 15. 0' 6. "ll 6' 7 6 4 6 9' 10 3" 10' 3" 13' 1" 13' 9" DOUGLAS FIR-LARCH SOUTHERN PINE C,,2 DFL STUD 3' 6" 4' 11' 4' 11" 6' 6" 6 6" 8 4° 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" 3 3 D it STUD () STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11 11" 1 STANDARD I STANDARD �-+ 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" [- U SPF #3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6' 12' 3" 12' 3" 14' 0" 14' 0" W HF STUD 3' 10" 5' 11" 5. 11.17 10 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" GROUP B:Q STANDARD 3' 10" 5' 1" 5' I" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" HEN-FIR SP 2 4' 2" 8' 9" 7' 3" 6' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 1 14' 0" 1BI HTA w (� 3 4' 0" 6' 2" 6' 2" e' 0" e' V. 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" DFL STUD 4' O"_-6 1 6' 1" 8' 0" 6' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 3' 11" 5' 3" 5' 3" 8' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 2 8 d 4" 7' S" 7' 7" e' 9" 9' 0" 10' 6" 10' 9" 13 10 14' 0" 14' 0" 14' 0" SPF #3_ 4' 2' 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 1 13' 10' 13' 10" 14' 0" 14' 0" HF T F STUD 4' 2" 8' 11° 8 11 8' 9" 8' 9" 10' 6" 10' 6" 13 10" 13' 10" 14' 0" 14' 0" Q __ _ _ TA 4 2 _5 11" 5' 11" r' 10" 7' 10" 10' s" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: H S P 9 9.6' 10' e' 11' 4 13 10' 14' 0" 14' 0" 14' 0" 2 4 7 7' 6 8 0 8 911 0' 8 10 6' IS' 4" 13 10 14' 0" 14 0" 14' 0" INE LOAD DEFLECTION CRITERIA IS L/240. 3 4 5' 7' 1' 7 1' B' 9" 9' 3" 10' 6" 11' 0' 13 10 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER —4 DFL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0' 13' 10' 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 1 10' 6" 1 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMM I OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI� PLYWOOD OVERHANG. GABLE TRUSS I + ATTACH EACH "L" BRACE WITH IOd NAILS. 2X4 y2N OR BETTER # FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: T + #*FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. VERTICAL LENGTH MAY BE 18" # DOUBLED WHEN DIAGONAL IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. I BRACE 13 USED. CONNECT L + "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 870p I B SCE MEMBER LENGTH, AT EACH END. MAX WEB ** TOTAL LENGTH I3 1a'. GABLE VERTICAL PLATE SIZES BX4 3P ER DIAGF-LONAL /2, T VERTICAL LENGTH NO SPLICE OR BETTER b1AGONAL LESS THAN 4' 0" 1X4 OR 2X3 VERTICAL LENGTH SHOWN BRACE; SINGLE OR 16 # GREATER THAN " 0", BUT IN TABLE ABOVE. DOUBLE CUT L + + + 2X4 (AS SHOWN) AT LESS THAN 11' 6" UPPER END. GREATER THAN 11' 6" 2.5X4 CONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR ' I PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. ••WARNING«. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING , REF ASCE7-98—GAB12030 AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES tii It 111//oA DATE 02/1 8/03 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE \�� j �� RIGID CELL ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED \\`� F ' DRWG A12030ECO203 ••IMPORTANT•• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED `\\ • C.q� Q/ �` 7ALPINE N E PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE _ —ENG T❑ BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL • NO.228gf1 • ,� DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA(W,HS/K) ASTM 39 �,! A653 GR40/60(W,K/HS) GALV, STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS : STATE p JAX=TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC, 3. A SEAL ON THIS DRAWING �' • • `� POMPANO BEACH,FLORIDA INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS 'tC•• F(pg1pP•• COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE DF THIS COMPONENT FOR ANY BUILDING IS �I�Com , SPACING 24.0 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI ) SEC. 2. / Apr 04 /4intlit it 2X6 "T" GABLE D E FII A I LIXI REINFORCING GABLE VERTICAL PLATE SIZES MEMBER SYM• VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT LET-IN VERTICALS MEMBER BETWEEN CHORDS SIZE OVERLAP• LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0 BUT I 2X4 2X0 TOENAIL TOENAIL LESS THAN IV 6" GREATER THAN 11' 6" 2,5X4 2.5X8 +Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, NEB AND HEEL PLATES. ♦ IF GABLE VERPLATES OVERLAP, USE A -}-� TICAL RLA TO CONVERT FROM "L" TO °T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2*2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE VEGA LE RTICAL + 2X8 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH SBCCI WIND LOAD. P. MAXIMUM ALLOWABLE 'T"' REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED 'T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 % 10 % �... 15 FT 2x8 40 % 50 % 110 MPH 2x4 10 7. 10 % 30 FT 2x6 50 % 50 % 300 MPH 2x4 10 % 30 % 11 d1l 15 FT 2x6 30 % 50 % 100 MPH2x4 10 % 10 % 30 FT 2x6 90 % 40 % 90 MPH 2x4 20 % 10 % (+) + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FT 2x6 20 % 40 % RIGID SHEATHING ATTACH EACH 'T" REINFORCING MEMBER WITH 90 MPH 2x4 10 % 10 % HAND DRIVEN NAILS: 30 FT 2x6 30 7 50 7. 4 TOE VAIIS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 % 20 % AND BOTTOM CHORD. 15 FT 2x6 10 % 30 % •T" GUN DRIVEN NAILS - 0.131" X 3": BO MPH 2x4 20 % 10 7. REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 % MEMBER 70 MPH 2x4 0 % 20 % THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE 15 FT 2x6 0 9. 20 7. OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 7 20 % GABLE TONAIPACED AT A11015EN0699, A10015EN0699, A09015EN0899, A08015ENO699, A07015EN0699 30 FT 2x6 10 7. 30 7 TRUSS 4"O.C. A11030EN0899, A10030EN0899, A09030EN0899, A08030EN0699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, AII015ECO901, A10015ECO901, A08515EC000I MEAN ROOF HEIGHT = 30 FT A13030ECO901, A12030ECO901, A11030ECO901, A10030ECO901, A08530ECO901 GABLE VERTICAL - 24" O.C. SP M3 SBCCI GABLE DETAIL DRAWINGS 'T" REINFORCING MEMBER SIZE = 2X4 S11015EN0699, S10015EN0699, S09015ENO699, S08015ENO699, S07015EN0699 'T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030EN0699, S1003OEN0699, S09030EN0699, S08030ENO699, 507030ENO699 (1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEIllNC WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 ■NWARNING+ TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING REF LET—IN VERT AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE `"%Il IFI/// DATE 02/18/03 PROPERLY LY AT.ACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED \\\\\ /C//z.. DRWG GBLLETIN0203 74 --IMPORTANT-- FURNISH COPY ❑F" THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE —ENG DLJ/KAR TO BUILD THE TRUSS IN CONFORMANCE WITH TPI;OR FABRICATING, HANDLING. SHIPPING, INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL ,i +_ DESIGN SPEC, BY AF4PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA(W,HS/K) ASTM IYO_2289�F A653 GR40/60(W,K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS AX:COT. LD. 60 PS F OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES ALPINE ENGINEERED PRODUCTS,INC. STATE O FOLLOWED BY (I) SHALL BE PER ANNEX A3 Of TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING I` FAC. ANY POMPANO BEACH,FLORIDA INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS THEPRESPGNDEIGN SHOWN OWNHE THE SUIT DESIGNER,RD USE [IF THIS ER ANS]/TPI ! SEC. 2. FOR ANY BUILDING IS �IC�a�COR10P' SPACING 24.0 ,4pr 04 /bre//7711111ttttt\ CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR \ IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. APPLY TO EITHER SIDE OF WEB T-BRACE NARROW FACE OR L-BRACE ATTACH WITH 16d NAILS AT 6" O.C. NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING: ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE PA BRACING. T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2x4 1-2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE, ATTACH WITH IOd NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 ••VARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING TC LL PSF REF CLB SUBST, AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES \\\t 111 111//! TC DL PSF DATE 02/18/03 PRIOR TU PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE \\\\,t p� F �� PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED � P DL PSF DRWG BRCLBSUB0203 RG1D [E(LING. ` 1 ..IMPORTANT-- FURNISH COPY Of THIS DESIGN TO INSTALLATION CONTRACTOR, ALPINE ENGINEERED '��• C'.qT /�+y PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE Rl_'�,L, PSF -ENG MLH/YAR ALPINE N E TO BUILD THE TRUSS IN CONFORMANCE WITH TPI) OR FABRICATING,HANDLING, SHIPPING, INSTALLING - • T 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL • NO.22839 jOT_=LD. PSF DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA(W,HS/K) ASTM A653 GR40/60(W,K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND,UNLESS - STATE OF - OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES ALPINE ENGINEERED PRODUCTS,INC. FOLLOWED BY (I) SHALL BL PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING + P • ff, FAC, POMPANO BEACH,FLORIDA INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS` a�OR1pP•• COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS ///C�(f•�• CIN G THE RESPONSIBILITY OF THE BUILDING DESIGNER,PER ANSI/TPI 1 SEC. 2. I "/ Apr 04 !l1111111\\\\ BEARING BLOCK NAIL SPACING DETAIL MAXIMUM NUMBER OF NAIL LINES PARALLEL TO GRAIN CHORD SIZE MINIMUM SPACING FOR SINGLE BEARING BLOCK IS SHOWN. DOUBLE NAIL SPACINGS NAIL TYPE 2X4 2X6 2X8 12X1012XI.2 AND STAGGER NAILING FOR TWO BLOCKS. GREATER SPACING MAY BE REQUIRED 8d BOX 0.113'X2.5" 3 6 9 T 12 T 15 TO AVOID SPLITTING. IOd BOX 0.128"X31' 3 5 7 1 10 1 12 A - EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS 12d BOX0.128"X3.25" 3 5 7 10 12 OF NAILS 6 NAIL DIAMETERS) 16d BOX 0.135"X3.5" 3 5 7 10 12 C - END DISTANCE DIAMETERS)BCING A(15 NAIL ILS IN A ROW (TE S)12 IL DIAMETERS} 20d BOX 0.148"X4" 2 4 5 6 8 IF NAIL HOLES ARE PREBORED, SOME SPACING 8d COMMON (0.131"X2.5") 3 5 7 10 12 MAY BE REDUCED BY THE AMOUNTS GIVEN BELOW; 10d COMMON 0.148"X3" 2 4 6 8 10 *SPACING MAY BE REDUCED BY 50% SPACING MAY BE REDUCED BY 33% 12d COMMON 0.148"X3.25" 2 4 6 8 10 16d COMMON 0.162"X3.5" 2 4 6 8 10 BEARING BLOCK TO BE SAME SPECIES, 0.120"X2.5" GUN 3 6 8 11 14 SIZE AND GRADE AS BOTTOM CHORD. 0.131"X2.5" GUN 3 5 7 10 12 0.120"X3.0" GUN 3 6 8 11 14 Cs* NAIL 0.131"x3.0" GUN 3 5 7 10 12 LINE -' A MINIMUM NAIL SPACING DISTANCES DISTANCES --T----_- ----+--� - � B" NAIL TYPE A B* C** 1 1 1 1 1 1 8d BOX 0.113"X2.5" 3 4" 1 3 8" 1 3 4" B/2* 10d BOX (0.128"X3") 7/8" 1 5/8" 2" 12d BOX (0.128"X3.25") 7/8" 1 5/8" 2" A 16d BOX (0.135"X3.5") 7/8" 1 5/8" 2 1/8" 20d BOX (0.148"X4") 1" 1 7/8" 2 1/4" p� IAIAIAI DIRECTION 8d COMMON 0.131"X2.5" 7/8" 1 5/8" 2" A OF LOAD AND NAIL ROWS lOd COMMON (0.148"X3") 1" 1 7/8" 2 1/4" 12d COMMON 0.148"X3.25'" 1" 1 7/8" 2 1/4" 16d COMMON 0.162"X3.5") 1' 2" 2 1/2" 0.120"X2,5" GUN 31e 1 1 2" _L_7/8" 8" 0.131"X2.5" GUN 7/8- 1 5/8" 2" 0.120"X3.0" GUN 3/4" 1 1 1/2" 1 7/8" LENGTH OF BLOCK SPECIFIED ON SEALED DESIGN 10.131"x3.0" GUN 7/8" 1 1 5 8" 2" (12" MINIMUM - 24-" MAXIMUM) THIS DRAWING REPLACES DRAWING B139 AND CNBRGBLK0699 --WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING REF BEARING BLOCK AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200,MADISON, WI. 53719) FOR SAFETY PRACTICES11 If f// DATE 02/18/03 PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE %% PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. \\\ �� DRWG CNBRGBLK0203 -IMPORTANT.. FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED \\\�• C,q• 2'� PRODUCTS. INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN) ANY FAILURE �� —ENG SJP/KAR 7ALPINE E TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING,HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL " • NO.2283 _ DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA(W,HS/K) ASTM A653 GR40/60(W,K/HS) GALV, STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND,UNLESS • STATE 0 ALPINE ENGINEERED PRODUCTS,INC. OTHERWISE LOCATED ON THIS DESIGN,POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES • �7 • ti FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC, 3. A SEAL ON THIS DRAWING POMPANO BEACH,FLORIDA INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS3S • 1C P COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 7S �j �•t�R THE RESPONSIBILITY OF THE BUILDING DESIGNER,PER ANSI/TPI 1 SEC. 2. �'�j/ \\ Apr 04 //f1111NS1�` CITY OF ATLANTIC BEACH r ! BUILDING AND PLANNING 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 } TELEPHONE:(904)247-5800 FAX: (904)247-5845 http://ci.atlantic-beach.fl.us C August 1, 2003 To: Jacksonville Electric Authority Property Appraisers Office Bellsouth Communications Atlantic Beach Water Department United States Postal Service Pat Welte, 911 Emergency Coordinator Atlantic Beach Police Department Atlantic Beach City Clerk Office PLEASE BE ADVISED THAT THE FOLLOWING ADDRESSES HAVE BEEN CHANGED: OLD ADDRESS NEW ADDRESS Church Road Dutton Island Road East and Dutton Island Road West PLEASE ADJUST YOUR RECORDS ACCORDINGLY. Sincerely, Don C. Ford,, C.P.0. Building Official CITY OF ATLANTIC BEACH s, PERMIT CALCULATION SHEET Date: Address 2 "�I �1 �l S �t-w O f�f� /y,E�. D v E y Heated Square Footage_ 0 ( @ $ per sq ft= $ Garage/ Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ `j Deck '@ $ per sq ft = $ �L Patio �S h) @ $ per sq ft = $ TOTAL VALUATION: $ )-07 � $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: _ TOTAL BUILDING FEE $ ZONING: n C-f ik + '/2 Filing Fee $ FLOOD ZONE: y-, (a) Fireplaces @ $35.00 $ - O IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ 102- 0 SEWER IMPACT FEE $ 2 J'O d ,2 %fl ---WATER METER/TAP $ / ? y CAPITAL IMPROVEMENT$ G J'O SEWS TAP $ —0 — C 0 316�RADON HRS .0050 $ SECTION H PAVING ( ) $ — 0 CROSS CONNECTION $ `� O ST(351?-) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: rTd SSL v 776 T-S LMW b /L. Er.J 17V�Ut DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 �. Bathroom group consisting of water closet,lavatory, Bidet, and bathtub or shower 6 Lf 2 �/ Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking fountain/Icemaker /Z 2 Floor drains 2 Hose bib 1 Kitchen sink,domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 2-- Laundry Laundry tray 1 or 2 compartments) 2 Lavatory 1 Shower compartment,domestic 2 Sink 2 Urinal 4 Urinal, l gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 2, Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ o Zd III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? (FBC 13-600) Yes 0/No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes -"'No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes•/No N/A (FBC 13-602.I.ABC.1.1) PLANS EXAMINER: w �Q/t 19 DATE: 57-,,4 19'Q 3 4. Is the"R"value for added insulation on exterior walls shown? Yes✓No N/A 5. Is the"R"value for ceilings shown? (FBC 13-604.1.ABC.1) Yes.-�No N/A 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes ✓No N/A OWNER: Fi S%t=o of JOB ADDRESS: SSU s -Z h U 70 ,iii. 7. Are Energy Credits Claimed? Yes No N/A'� A. Attic Radiant Barrier Credit (FBC 13-607.1.A.4) Yes No N/A B. White Roof Credit (FBC 13-607.1.A.5) Yes T]o N/A CONTRACTOR: B G S TCo.A PHONE NUMBER: C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes Loo No N/A (CIRCLE) I. Survey: / IV Foundation Plan: I. Is a specific purpose survey submitted? Yes✓ No N/A 1, Are all footings shown,including,interior bearing walls, 2. Is correct Flood Zone shown? Yes�No N/A Column pads and concentrated loads? Yes yl�o N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes "/No N/A in an"A"or"V"zone? Yes ON. N/A L-" 3. Are all elevation changes in slab shown? Yes✓3�Io N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A ✓ 4, Is minimum concrete PSI shown? Yes No N/A 5. Is property in a flood way? Yes No N/A I✓ 5. Is slab reinforcement shown? Yes t,,�No N/A 6. Is flood way line shown? Yes No N/A ✓ A. Wire mesh size and gauge? Yes, No N/A B. Fibermesh reinforcement? Yes /No N/A barrier, 6. Is vapor baer,minimum 6 mil.shown? (FBC 1909.2) Yes i✓No N/A it. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes✓No N/A I. Are plans sealed by architect or engineer? Yes.011/3 o N/A 8, Is type of soil treatment for termites shown?(FBC 1816) Yes✓No N/A A. Are structural calculations submitted? Yes� No N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes V No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes✓"No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes V No N/A I0. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? Yes�^o N/A (FBC 1805.1) Yes No NIA 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes✓No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes No N/A 1. Is finished grade shown? Yes✓No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes✓No N/A stories and allowable area? Yes VINo N/A A. Minimum 8"above adjacent grade? Yes✓po N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes No N/A for structural elements? Yeso N/A C. Base flood elevation? Yes✓ o N/A 9. Are plans designed per SSTD 10-99? Yes S No N/A � 3. Is minimum footing depth beneath finished grade shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A .., (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A✓ 4. Are all footing sizes shown? Yes✓No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes✓No N/A Construction in High Wind Areas"? Yes No NIA`� 6. Is vertical reinforcement shown? Yes 60'-No NIA A. Are all appropriate charts and tables shown? Yes No NIA./ 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A A. Is exterior wall finish shown? Yes No N/A--' 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A./ High Wind Areas? Yes---/No N/A C. Is exterior wall insulation shown? Yes No N/A./ A. Are all appropriate charts and tables shown? Yes•"No NIA D. Is exterior wall finish shown? Yes No N/A./ B. Areal]appropriate requirements circled or highlighted? Yes✓No N/A 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes✓No N/A Manual for One-and Two-Family Dwellings,High Wind Edition'"? Yes -"No NIA• B. Is exterior sheathing(type and thickness)shown? Yes ✓No N/A A. Are all appropriate charts and tables shown? Yes. ,,ONO N/A C. Are nailing requirements(size and spacing)shown? Yes \No N/A B. Are all appropriate requirements circled or highlighted? Yes r/No NIA (FBC Table 2306.1) D. Is exterior wall finish shown? Yes✓No N/A 15. Does bedroom open directly into garage? Yes No ✓N/A E. Is interior wall finish shown? Yes./No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes Vol'No N/A grade shown? (FBC 2304.2.5) Yes./ No NIA G. Are shear wall segments shown? Yes%ol No N/A 17. Is Designer's name and address shown on plans? Yes.-/No N/A A. Type of hold-downs shown? Yes%/No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes✓No N/A and FBC 1012.1.57 Yes No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes,/No N/A 19. Are habitable rooms shown with the minimum light and ventilation / 11. Is ceiling type shown,drywall thickness? Yes/No N/A requirements of FBC 1203.17 Yes./ No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes I"No N/A wind load requirements for components and cladding per FBC 16067 Yes No N/A B. Are conventional Game rafters used? Yes No N/A'� 21. Does floor plan show fireplace? Yes No voo�'N/A 1. Rafter size shown? Yes No N/A 22. Are stair details shown? Yes VNo N/A 2. Species of lumber shown? Yes No N/A A. Is minimum stair width shown? (FBC Table 1004) Yes polNo N/A 3. Grade of lumber shown? Yes No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes✓No N/A C. Type of roof sheeting shown? Yes We No N/A C. Do spial stairways comply with FBC 1007.8.2? Yes No N/A✓ 1. Thickness of roof sheeting shown? Yes.1"No N/A D. Are required landing shown? (FBC 1007.4)? Yes ,"'No N/A 2. Grade of roof sheeting shown? Yes V No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes.�No N/A 3. Nailing pattern of roof sheeting shown? Yes✓No N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes VI�No N/A D. Weight of Dry-In felt shown? Yes✓No N/A 24. If required,are tenant separations shown? Yes%,/No N/A E. Type of roof cover shown? Yes s/No N/A A. Duplex (FBC Table 704.1) I. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes✓No N/A 25. Are all columns and beams shown for porches and lanais? Yes W/No N/A 2. Attachment of the roof shown? Yes No N/A✓ A. Are column type,size and anchorage shown? Yes s/No N/A (FBC 1507.3.7) - B. Are beam type,size,span and anchorage shown? Yes;,*No N/A 3. Other roof covering and attachments shown? Yes. No N/A'� 26. Are all lintel and beam details shown? Yes ,,O"No N/A F. Length of roof overhang shown? Yes/ No N/A 27. Are engineering details provided for butt glass? Yes V,*'-No N/A G. Type of soffit and fascia shown? Yes✓No N/A H. Attic ventilation shown? Yes--, No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes `�No N/A 1. Are engineered truss plans provided showing loads,uplifts and J. Type andag uee of eave metal shown? Yes v/No N/A required connections? Yes V No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes;,/No N/A 3. Framed roof. Vl. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A✓ application? Yes ✓Po N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes No N/A species,grade of lumber,span and connections? Yes No N/A✓ 3. Are all door and window sizes shown? Yes✓No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes✓No N/A grade of lumber and connections? Yes No N/A a/ 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes P" No N/A of lumber? Yes No NIA 6. Are all vertical reinforcements shown? Yes✓No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes --No N/A pattern? Yes✓No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes✓No NIA 9. Is required attic access shown? Yes✓No N/A 10. Are all plumbing fixtures shown? Yes✓No N/A VIII. Floor Framing. I1. Are all electrical fixtures shown? Yes ✓No NIA 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes✓No N/A uplifts and connections? Yes✓No N/A A. Is air handler and condensor location shown? Yes✓TI. N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes ✓ o N/A grade of lumber and connections? Yes U,,-N. N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes 1No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the fust habitable floor level nailing pattern? Yes V No N/A Have a 29"net clear door opening and handicap accessible route? (FBC 11-11) Yes�No N/A DEPARTMENTWORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 FAX:(904)247-5843 S) SUNCOM: 852-5834 http://ci.atlantic-beach.R.us c ' PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 03 OLjq .r 0150 Applicant: �� " .=+'�, Address: J GJ �Y G�J . -- LDV f+ T�5t 6(r-,zl -Dr- Proj ect: e �``1 (Ak/y-- xYour application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: e �p/�e IJ f7tcJ i'�r/Pi2�-ei'' ' -,�' e e.,-- Off• s� �e d eq- cer fug •' fr` e ' . a�•��-e �� t,, /1i7e 09�r l — ?=X12-p�.,.P�s Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Re vie ed by Donna Kaluzniak, Public Utilities Director DateC3 �3 Signature Contractor Notified Date 6,JC Pol, _ MAP SHOWING BOUNDARY SURVEY OF LOT 12 BLOCK 4 SHOWN ON MAP OF LEWIS SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 92 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. NORTH ARROW SHOWN IS SCALED FROM RECORD PLAT AND IS FOR PICTORIAL PURPOSES ONLY. TRUE NORTH MAY VARY. NOTE: NO "PROTECTED" TREES ON LOT X12.26 X12.41 X12.49 EXTEND PIPE, ASPHALT PAVEMENT MAINTAIN SLOPE 01 �p0 EDGE OF ASPHALT PAVEMENT X00 1 CHURCH k S TR T 60' R/W NN. 1 b 1 (1 ±TOP OF ANK + X 10.7 SwALF 3 5 16 -�D x 10.8 X 8" ELLSD IP RCS .�'` 106 SwALf 4 ��. X 10.7 X 10.7 1.2 I V EL (10.59) ry1 N 3 — x x 5. 0 X 12.1 `9p0 12.2 iKSrA c tR 51oM Nt?o[ 4 o- sc�� NlA ANG ° a 00,, N CONST t1Qf� Al p�° W N I 0 DRIVE X 112. DRIVE J W 11.6 W 20' BRL _ _ , 3 r . — 8. 2 .o' < O 1 o b I 0 3: PORCH 1°o I °J PORCH N � Z � e.o' 112.5' X O W O 0 12.�' J e.o' X 14.36 -J PROPOSE DUPLEX X X-I o>,. O PROPOSED FIN FL EL (14.5) C7 Q Q I I I 00 Z tV fV p O a } Z w H I H o p S Z Z I J W Z 12.2 O X111.8 O X U cr 0 o x^ v~iIv~i I Oz W3Iw I" 0 ~!M Z x 12. 4 .0' 12.5' W m v 0 Z PATIO i PAno ! O Q w w I I I • J J � 0 Q x I Q CA Q l' o W O I °°I I 11.9 �°° `� E' O Z� Z iN f- I— ,:1 1 I� X e•- of a Z W o x l I 0oWz �Y ° x I ( I w XD I 1 I w pQ 8 0W U.W W 12.71 I I x Q I 6Y�' a xL . — . — . — . _ . 20' BRL fl Q N .o° LOT 12 0 z 0 190. S W to 0> N °° 1 00, 10 (n m Z Q 411 I 00' Z U F Q ~O 2.6 X12.1 ~O Ww to J x 65. 00 J a W a W W W Ln W IY Z LOT 6 Z N M J 1 n CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Lf 0000 Date:� -- "-0- ,.� Job Address: � � . � Z- �l.) I ��ti �`.�L--/��-%"� -�---�V o _ rT Owner of Prffo��perty/:� rn, Tw . )) Address: (`Y (�n° I 1 �l f.. Telephone: Legal Description: Block Number: Lot Number:�a�_Zoning District: JAS,;� ``__ Contractor: 1\1 I Oh-6/S 1 State License Number: �C2 ►`"��IGJ15Contractor's Addr``e��ss: 4 irP ' I/ll A4 �AoC Wy ► Telephone: c�,`-t-(D -- 3-74-7 Fax: A-6 -1/,;?to Describe proposed use and work to be done: WIS&n-tW -{l T j _J _ Present use of land or building(s): j) � Valuation of proposed construction: C� Wo 1I o Is approval of Homeowner's Association or other private entity required?M If yes, please submit with this application. Will this roject involve changes in elevation,site grade or any use of fill material or the removal of any trees? ['T NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. 10. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that al info ation provided with this application is correct. Signature of owner: Date:- 519103 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: - Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: Eff z Mailing Address: 3 J Telephone: Fax: 710 E-Mail:VA p n.-i &C/{'yf$ AS TO OWNER: Sworn to and subscribed before me this _day of ,2003 State of Florida,C; VIVIV11Y111., BY I o 4... Notary's Signature: CJ 10 * � _ ersonally known =Z: DD092737 ;C_ ❑ Produced identification ;y �«: Type of identification produced Onded AS TO CONT _41A� -°bllc uJ%de�.• Sworn to and subscriw! I' e this day of 6, ,2003. State of Flo`i�g> yt . Yal •`� o4Pa IYo 4EA�f �'�� Notary's Signatur A. ?09�: *: �``' �o��';*� ersonally known Z: DD092737 :p ❑ Produced identification ►0. ... . •,,,: �«.�� Type of identification produced Z BOndedB� ;�0� &,•:°ublic Ut\d0.�t�0��.� .800 Seminole Road •Atlantic Beach,Florida 32233-5445 Page 2 &,* f< be: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.uSRevised 1/14/03 ---LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 4 /25 12003 Re: Wind Loading Requirements For Lot 12 Blk. 4 Atlantic Beach, Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets #7 through #9 of the architectural drawings are satisfied. It shall be noted that the.following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift 'forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear wails sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis, f) that I have no knowledge of any subsurface soil condition report ; thus, all footings were designed assuming an allowable soil bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report that will affect the above mentioned assumption, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work. Please let me know, if further help is needed. Since Louis J. Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LOT 12 BLOCK 4 ATLANTIC BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: APRIL , 2003 - .. OR) _ ; Wir -ACID) 00.97 clovii-Aaloo V31r)ID Inv 1 t Tj a S•M' 4 F740M ss alvp •s4.%Od-d S u r•1�aKad -r..a - p. ${ vb �,�,Oq 9 `` Z/�,, V+'" I . WVa�,s 04 '�I� O�7V1'F 1 VAV 0 C{� s ass h�1 :� o - -•_. � 001A • iso °�I/L �- KS MMt joaf .✓ vxq wo.,S C:� n� 'a XJI s w1i l 7 •� � h X18 ?I�� .` - a��a. Sheet Z of DATE: a -E. I.o t Quo 14 A•tS Sec. just) 5 tr%&uC4W` t c be M �t 25 11 � = 1.0 . Cx�oswt� � aS / I�f.�ort�ce f at�or,I W uM►�bo�r�t iDe466s ��w+ CYtl /Ne) + F its mow• ung fv� t� (-Gilt- '('V� of" Q K .�,,tt„ Tho uJYi 6 bite TABLE 160M.4 WIND-BORNE DEBRIS PROTECTION FASIENIft SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER SPAMQ pn.)1.2 TYPE Panel Span 5 2 ft 2 ft<Panel Span 4 It<Panel Span 6 It<Panel Span <41t <6ft <aft 2 12#6 Wood Scmw3 16 16 12 9 21/2#g Wood Screws3 16 16 16 12 Double-Headed Hansa 12 6 4 3 Sl:I ind�—_25.4 mm I foot,-305 mm Notes: '. This table is based on a maximum wind speed of 130 mph(59.mla)and mesa roof height of 33 led(10 m)or IcsL 2.* Fasteners;Fasteneshall be installed at opposing ends of the wood structural panel. 3. Where straws ate attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors having a minimum withdrawal capac- ity of 490 Ib(2190 M). 4. Nails shall be 10d common or 12d box double-headed nails. �a4 V b� � es w,%. upS tot C cowl rhftt* cV -Op= (05•'1 PS F fmo W• WiFir n -WAfA434 t d C6wjMv� o.—z-91 s pace. A G o e. U� (Z PA0aE�� Sz tbs 5 t ��•�t�C2�CQ•5'�� Cv5��1 Iles KLAq, w?ij t- per CIA !VU*v� W4 (CS%J t�n s t(v4vtwne foot e0ceo'� ` tl ti?L� �.. q Y \ DATE: Sheet of soo 311 Pat IYt , v Iti gtr i�icv i s �M ,"s+t tv' on"I 1A:Q) FYvvi IZyol co• 00jZ,41v 3 SZ N !A u 1121 > L&L Aod.R, c}-)i C-oo ©-C • C 7GJ o) DYovi =�4 10601 0,33 ) /5 532 p�1= .�. 31.1 FkF o• 1� s L✓l ej ROJ-j (o o G- 0�� ( a 311 C2dl0�a�C l•33) `5 t(Oy q -,�:I1J► Pr C) Fra," r r y, r�c:k �a� ,•T r�Utru• 7-�,5►�+ w� �/Z, `�A 36 t5olts � O•S Ap F� . or � ke sse•r- i F'm� _ ►5aoPsi F�r = 3Gooa Ps'+ h6 - 0.2 K.Z A?= 7Q6 A llv� Tom►,+J Irl = Z I9 o lbs o,- t 990 has )(1/15tIq-iLk row J 5trEL A36 WA.SN-rx... arrt-ut eJ _-7 Fb ltn,► =Z7.-ks�Cst�C —�},�-LaQles�•)� C9 aa)CI.33) = 53i P b i � 'S q S Psi o•x. F x�!.:�, M,rmt (o•9-t}to--r+s)C�5XSq��Ci.l1)=4a16.:»��..�, _M/5 _qa io-od2G �g299L(27oo�)(�1 '1:1a 51► a r 19 raQ T"sivy O v1 A t-11�r Ido lts ;- 35 9lo -k---} d. RLL wAale Tcc►v-A v-^ 'lZ�� AG , b� P 6 tu)4t✓Gt �) Ft - 1AAO 16T (sce aboge) AUuu mole s'rte�.,r o,.► BIZ. + A3 L 6o 11.s = 3 5 o F,ti, A6 SSer or 10-1t fib F� /+ ti�i.►�,i` t-A&-rz: 350` 115 ? !bs 0 r (d•12)Co-1)( 36,000) = $'69 16s _._......... i�n4111111f{ftIt111i111i1f111111111Illlflllllltlltllllllllllllllllllllllln 1111lIIIIIIIIIIii1111i1f1111111111i111111111111111111111111111111 TABLE_ 1606.2A -1 o MAIN WIND FORCE RESISTING SYSTEM WIND LOADS FORA BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN ano Exposure B m Horizontal loada1 Vertical Load&(pat) Max.Horizontal Wall Load94(pef) o m N Windward >' End Zone Interior Zone End Zone Interior Zone Overhang Zone Wind Roof Velocity Load angleWindward Leeward Windward Leeward End Interior (mph) Direction (degree&) Wali Roon Wall Room Root Roof Roof Roof Zone Zone 1E 4E 1 4 90 Transverse 0-5 12.8 -§.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7. -5.8 0 17.8 .7 11.9 1 -2. -15.4 -`10.7 -10.7 1 -81 -21.6 -16.9 12.0 -10.1 8.8 -7.5 30< anale S 45 14 9.9 11.5 1 7.9 6 -8.8 4.8 -7.5 -5. -5.8 11.0 -8.1 9.1 -6.8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7.2 -5.8 100 Transverse 0-5 15.9 - 0.5 -4. -19.1 -10.8 -1 3.3 -84 -26.7 -20.9 12.0 •9.3 8.8 -7.2 0 .0 .8 4.6 -3. -19.1 -13.3 -13.3 -10. -26.7 -20.9 15. -12.5 10.8 -9.3 30 r ande t 46 17.8 12.2 J42 1 9.8 6.9 -1 11 -8.4 Longitudinal All Angles 15.9 -8.2 10,6 1 -4,9 -19.1 -10.8 •13.3 •8.4 •26.7 .20.9 12.0 -9.3 8.8 -7.2 110 Transverse 0-5 �19 2 -10. 2. •5. - .1 -1 .1 -16.0 -10.1 -25.3 15.0 -11.3 10.7 -8.7 0 26.6 -7.0 17.7 -3 -23,1- -1 .0 -16.0 -1 .2 -32. -25.3 18. -15.1 13.1 -11.3 30 < a 1 1. 14.8 7.2 11.8 3 -13.1 7.2 -11.3 -7.6 -8.7 16. -12.2 13.7 -10.1 Longitudinal All Angles 19.2 -10.0 12.7 -5.9 -23.1 •13.1 -16.0 •10.1 -32.3 -25.3 15.0 -11.3 10.7 -8.7 120 Transverse 0-5 2 .8 -11.9 51 -7.0 -15.6 -19.1 -12.1 -30.1 17. -13. 12.7 -10.3 0 31e -8.3 1.1 -4.6 -27.4 -1 -14. - -30.1 22. -18.0 15.6 -13.4 30 < le 5 5 5.7 _J7.6 0.4 .0 .9 -15.6 8.6 -13. -9. -10.3 19 1-14.5 16.2 -12.1 Longitudinal All Angles 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 12.7 -10.3 130 Transverse 0-5 26.8 -13.9 17.8 -8.2 -32.2 -18.3 .22.4 -14.2 -45.1 -35.3 20.0 -15.7 14.9 -12.1 20 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 25.0 -21.1 18.3 -15.7 30 < e 45 30.1 20.6 24.0 16.5 1.6 -18.3 10.0 -j5.7 -10.6 -12.1 22. 1-17.0 19.1 -14.2 Longitudinal All Angles' 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 -45.1 -35.3 20.0 .15.7 14.9 -12.1 140 Transverse 0-5- 31.1 -161 0. .9.6 - 7.3 -21.2 -26.0 -1 .-52.-:L- -40.9 24. -18.2 17.3 -14.0 0 43.0 -11.4 28.7 .6.3 -37.3 -26.0 -26.0 -19.7 -52.3 -4 .9 29. -24.5 21.2 A82 0 < an le<_ 45 35.0 1 23.9 27.8 1 191 13.4 1 -2j.2 11.7 -18.2 -1 -14.0 26. -19.7 1 22.1 -16.4 Longitudinal All Angles 31.1 -16.1 20.6 .9.6 -37.3 1 -21.2 -26.0 -16.4 -52.3 -40.9 24.0 -18.2 17.3 -14.0 v b 150 Transverse 0-5 3 .7 8.5 23.7 -11.0 -42. -24 4 -29.8 -1 .9 - 0.0 -47.0 7.0 -20.9 19.9 -16.1 W 0 .4 • 3.0 2. L�-7 - .8 -2 .8 - .6 -60.00.930 an I 45 4 .1 .4 31.9 2.0 .4 -24.4 13.4 .9 -14.1 -161 30 0 • 2 6 25.4 -18.9Longitudinal All Angles 35.7 -18.5 23.7 1.0 -42.9 -24.4 -29.8 •18.9 -60.0 -47.0 27.0 -20.9 19.9 -16.1 0 For SI: 1 ft2=0.0929 m2, 1 mph=0.447 m/s,I degree of angle=0.01745 rad,t psf=47.88 N/m2. M Notes: 1 Pressures for roof angles from 5 to 20 degrees shall be interpolated from the table. 2 Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the building in accordance with Figure 1606.2(c). W 3 If pressure is less than 0,use 0. 4 Pressures shall be applied in accordance with Figure 1606.2(b). a z CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 ~ F Application Number . . . . . 03-00026049 Date 6/25/03 Property Address . . . . . . 550 DUTTON ISLAND DR Tenant nbr, name . . . . . . NEW DUPLEX WITH 552 Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 207840 Owner Contractor ------------------------ ------------------------ BESTCON, INC. BESTCON, INC. 1484 LAUREL WAY 1484 LAUREL WAY ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3747 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 784 . 00 Plan Check Fee 392 . 00 Issue Date . . . . Valuation . . . . 207840 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .34 CAPITAL IMPROVEMENT 650. 00 ST CONSTRUCTION SURCHARGE 15.82 AB CONSTRUCTION SURCHARGE 1 .75 STATE RADON SURCHARGE 6.48 SEWER IMPACT FEES 2500. 00 WATER IMPACT FEE 1020 . 00 WATER CONNECT/METER ONLY 170 . 00 WATER CROSS CONNECTION 70 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 784 .00 784 . 00 . 00 . 00 Plan Check Total 392 . 00 392 . 00 . 00 . 00 Other Fee Total 4434 .39 4434 .39 . 00 . 00 Grand Total 5610 .39 5610 .39 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. RIJH.I)ING OFFICIAL RATE: Sheet of 6LV- -3 mtA Nor (e, 0 Ff Grm 0 Low- (( .O.-r. AA)) `) 5��'�" �t 5 � S�S Gni�Gf��, '� ��- r„t, A,.� 91^ 'Clild-4-4 5 O�,re- IYIOL E6& -PF) &CPL 0 1-59 1) : ze-ti?s F v L Ar UAW- SATE: Sheet of X43 t � P �. - Lot �Z 'alk,K A-3- 6) c- Po C, - 20 v i Cr►to-rii- �r s �'►rr+�i'v+ A s q0 Lin tests Budding, pe sim ldiaphragm:A building which complies 9 p with all of the following conditions: 4 4 LONGITUDINAL I. enclosed building, 4E 9 2. mean roof height,h,less than or equal to 60 ft(18 m), 2u+IER1oR 14E U*xunm 3. mean roof height,h,does not exceed least horizon- -ZONE tal dimension, ROOF ANGLE 4. building has an approximately symmetrical cross section, ZONE 5. building has no expansion joints or structural sepa- rations within the building, 1E LUNGnuDINAL a 20 6. wind loads are transmitted through floor and roof 1E diaphragms to the vertical lateral-force-resisting systems,and WBNDOIRECnON 7. if the building has moment-resisting frames, roof RANGE slopes do not exceed 30'%. FIGURE 1608.2b MAIN WIND FORCE LOADING DIAGRAM WrVVAVW ROOF WINDWARD ROOF LEEWARD ROOF TTl LEEWARD ROOF __ _ TTITTTi ti_ i JI l lI_LT-�TT,TIT� S U2 L2 L -- - TRANSVERSEELEVATIO►/ LONWTUDINAL ELEVAnON FIGURE 1606.2a APPLICATION OF MAIN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE D1APIiRAGM StR MINDS TABLE 1606.2D HEICWT AND EXPOSURE ADJUSTMENT COEFFICIENTS Msmt Exposure Roof 1 B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.451,70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 L56 1.81 55 1.19 1.59 1,84 60 1.22 1.62 1 1.87 Note:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients_ � � Sleet Ak IIA . V oy- Www �t ,r�' #'� 0 t S�t✓L r��t ASCE 7-98 ,N a Main Wind Force Resisting System h:5 60 ft., K. Figure 6-4 External Pressure Coefficients�GC f ry Enclosed,Partially Enclosed Buildings WAS & Gable Roof r O O 6 S 4 4 4 2 2 p 4E 4 6E . 8 4F e d �*r r O 5 1 y4 1 5E o tid 1E CASE A CASE B z; WIND DIRECTION WIND DIRECTION RANGE CASE A Roof Building Surface Angle 0 (degrees) 1 2 3 4 1E 2E 3E 4E 0-5 0.40 -0.69 -0.37 -0.29 0,61 -1.07 -0.53 -0.43 20 0.53 -0.69 -0.48 -0.43 0.80 -1.07 -0.69 -0.64 30-45 0.56 0.21 -0.43 -0.37 0.69 0.27 -0.53 -0.48 _ 90 0.56 0,56 1 -0.37 -037 0.69 0.69 -0.48 -0.48 ;`.. CASE B � �y els' Roof Building Surface _ Angle 0 ;V` (degrees) 1 2 3 4 5 6 1 1E I 2E 3E 4E 5E 6E UAW 0-90 -0.45 -0.69 -0.37 -0.45 0.40 -0.29 -0.48 -1.07 -0.53 -0.48 0.61 -0.43 t Notes: a k0' ;= 1. Case A and Case B are required as two separate loading conditions to generate the wind actions, b including torsion,to be resisted by the main wind-force resisting system. 2. To obtain the critical wind actions,the building shall be rotated in 90°degree increments so that each corner in turn becomes the windward comer while the loading patterns in the sketches remain t fixed. For the design of structural systems providing lateral resistance in the direction parallel to the m ridge line,Case A shall be based on 0=0°. 3. Plus and minus signs signify pressures acting toward and away from the surfaces,respectively. 4. For Case A loading the following restrictions apply; ti a. The roof pressure coefficient GCpf,when negative in Zone 2,shall be applied in Zone 2 for a distance from the edge of roof equal to 0.5 times the horizontal dimensions of the building r�x ,r measured perpendicular to the eave line or 2.5h,whichever is less the remainder of Zone 2 extending to the ridge line shall use the pressure coefficient GC for Zone 3. b. Except for moment-resisting frames,the total horizontal shear shall not be less than that determined by neglecting wind forces on roof surfaces. S. Combinations of external and internal pressures(see Table 6-7)shall be evaluated as required to �t{ obtain the most severe loadings. LattS, 'x 6. For values of 0 other than those shown,linear interpolation is permitted. 7. Notation: a: X10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either '? 4%of least horizontal dimension or 3 ft(I m). h: Mean roof height,in feet(meters),except that eave height shall be used for 0_< 100. � F' + 0: Angle of plane of roof from horizontal,in degrees. N 1 Y i T11 f 43. l' 5 W q DATE: Sheet of X3 iaa�r w 31 P S�" dY ?.�•$ �.lF- LQ 'f o e f r N It 0 V- ""3';,7.,,x1:+r c)Yt 2 y t�:, _ �' l'L� w Z•`11fj w 51%j I I I 1 ! I I JF- "I,on Gl I I� z gym 7,1 r rn I , z TH fH � l I i i I - l I I _ I LI� O � vl n j (6NE0 BY PAUL W.NICFi0L5 FOR -\ (1) f-1 PLAN REVIEW SET � � � THIS PROJECT FOR: THS PLAN WAS OES _ ELECTRIC PLAN-FIRST FLOOR BESTCON Homes BUIL05E7 CO „_ DUPLEX-DUTTON ISLAND ROAD m ® N SCALE: 1/4 — 1 FT 1484 Laurel Way �- 8 l LOT 12 BLOCK 4 ATLANTIC BEACH Atlantic Beach,FL 32233 cs�i�-15=47<fo., w +r. EXTOWR OR INTERIOR WALL$ /� w • rhr wF.. r.�-w '�.T.M.' w�" "T"or 4r r� Y�r w,$r "Np o N�►a ( ( ) {�) (It,) (Ib/ft) Qb/ft) (n) (w) (umt1o") Qb) (ft) 3?A 1%33 1 4 0� ftd0 i'� '�1u �•3� ' . �� y insL 3� t 8 � y r� 3 72a NIA 36 N CA 1,33 44 5 14kA2; ©_ "NP' DESIGNATES THE NAIUNG SPACING AT PAN& EDGES AND AK WALL 1 L1... V V U �•J `� INTERMEDIATE SUPPORTS FOR EXTERIOR WALLS, OR THE SCREWS SPAGiNO AT TI1E PR,NEL.¢A ANQ INTEi?diALDiATE SUPORTS FOR FIRST WALLS INTE�210k tINF, SS ODaE$W(SE NOTEfi3. t�1..L c{ Ea IE. 6UJI FOR AN �X tEFI�t WALL. MEANS THAT 7/16" pSn O✓' ` SHEA-11H L! BE NAILED AT 6" O.C- ON PANEL FX(GES AND AT 1?." c"lAw SUOPOR:T-S. C ( �- ♦<��---I-'----------I 1 --, —r -- — LL11i I I 1 f f I f CATHEDRAL CEILING I I i 1 1 I CATHEDRAL CEILING I I I I I BEDROOM I FLAT CEILING i a BEDROOM I I BELOW 1 ( I I !I (BEDROOM BEDROOM j \ 8'FLAT CEILING \ 8'FLAT CEILING I r HALL I HALL I I \ I 1 I © �ll U -- 8'FLAT CEILING 1 I 8'FLAT CEILING (� {/ 1 LAVWKr BATH LAUWXY BATH 4— �— — -- ---�r\ r�-- --- N42'KWEWALL I I ` N FLAT CEILING I N BELOW MASTER 6hiN MASTER 6hiH \ I I f CATHEDRAL CEILING CATHEDRAL CEILING\\ 8'FLAT CEiLIN6 i ti CLOSET \ CLOSET CATHEDRAL CEILING i CATHEDRAL CEILING I I i I MASTER BDRM { 1 ATTIC I MASTER DORM { ATTIC { --------I i —i ------- WALL "W" Q" »h" "F. " " "O.T.u." D. "t'or"C' . `Fv No. (rt) (ft) (ft) (lb) (ib/ft) (lb/ft) (ft) Qb) (unittma) Qb) t � TWAq O 1,,u yL 4 F - "rrP" =04A-Ms THE NAILING ..�. SPACING AT PANEL EDGES AND �}PPORTS FOR E7ERIOR WALLS, OtN5MEWS "ec AD IN7EMMAE SUPOTS FOSHEAR A CALCULATIONS . B&STCOOD.S20 p' 302 os�YMay,22 20031 1:20M 482 BESTCON, 1 nc vsrrrM TIS • �rorlrEolrcoafrwrsiwcl:sleivr %On w Aware Na Bothe 11099 Palo 2002 Tas Folio Mb.- -~- C©UMYOFDUVAL rUa not mmlan h/die Alan,$onm -7,1740 Rr+e►redla mtt ►ur) 7VA LWtl$BSICKw hw*Evm mwk#dml bvmmswa Will be W&to aerain real p qie .and is aftw*nee wide C 713. rwjA Im OAoww arjorsra►hel fs prndnkd in V*Nowt of Coseesensaeerc� 1. DetclYlMiowgf�ofPan-n. ld tan VfrNapapwYyandarrwradairwIf-*kBW. U,s u- TMa Wes!K ur IM 1:4 Week 4,LSWIS MWIVI8IOK oae9f4ft to the plat men4 is mtwdrd k Plat book 24,pegs 92,of the Comat Publie Iteeords of Duvet County,mride z !!.aero/Desatpdoo ojl„�rorrraet►f: 0x0 2tit7t".i t599�� Connr,vaa.4fo file fatly rwJ*am 3. Owles 10"Wa0ar: �! flEoCl ld7 PIl a Ndnf Mod a4 *0. cm jaA,eurirl4llsolds32233 s I1.M b. lsten$t en prnpssry: too, fW s#gpts. a saws And odd r.w af•(is dnrpto liddraider(Ifalbsr dnn aNnar): I. Canlnspror:(am*wsdod&m) Ssalaaltrtot llwtAawt Wg fidaeedYp Rs►ide 311!3 a !Yater and ad&vw: h tsrasn!gfbmrl i_ - 6 lwrrdt r/�arrnodorr 4 Namsoadaddnn,s: sranreaU 8ert� 20 WONA nyra AWN fakmmtft rz 12M 1~ pr tsealodcoomol;t►artonrANN 7. v ,.a.&blase Vt7w Aa Ay Owner*om wh-eelknv ar aha demes NO-W br arwd wrlMortl4d br 7/3.$3(U(gl7,.�= fNowe andadasstJ taro Olvx m 41re11 w'NoRk j"IpidA00 p 00or .1ftl17e,wml ,m 31111 8. in"Won to mossK Owner drdsmalr Ar*-Rlpgt 4f dYnpw Baulk to rtd"a my of At 1.Pewwor�l+/OdGrasj>/a+tdlL(aSlydiwe7/3.l3lal�.FLrMdo&renes. , 0. DW*MY W dude Of 711WOC 4f Casnorenaslent pAe ngrptsvd-dads tt OW(t) year floss do def 4f ,&wft redo,$a dpmw dote isspseyloo, mkv o wteoa daft;rTovmber 1.M4 dy, V1f STAT&OFFLMDA COUN"OFAUVAG 171tr 1 wvwxw n,ran a Owwk*ed rsr�r ,�,day of�4 M3.by r W. N**v,T ,a vraidew a!servo,.Ana l wok earporoAm an bei+aff al�saprrnoilms f.rr kaarr,►m,ar. FnrparsdByarrilteassn Ta: Publicsaran!A Cr4.Jey sewn�Fiortda ar taaa • SyrnTturewrk, 30 WkrsFarsydrSorst AV JaeGsaasrNk.lrt 32201 MyCasen Received Tile Nav•22• 9:5iA� 00/2:Mav 22 20031 1 26PM 482 BEST CON, Inc. vltfTURB TITLE , BB$TCONNo•526i P 204 NOME OF COW xMwf3NF Ppaiiow - lWook 11899 pflge 1714 To ivllo Nu SUM OMOA10A COUNrroFDUVAL too era wrfre er xf*hunk area 9foa0 Abor-i*rrvomnow rompommoi. ME UNQEAWKED hmby dives Ong#*Sar IMpror'earowk wig be*wale to eorlotn red prvp"A, ohd M ^Vw*em wNh Chopfor 713, -Fj6 j e&gWS the fdlewfrq tybnwo0dw It p vd*d fn shk Arodor V1 Coawrwnanirowr. 1. Desox'Ortiaw of P-Mrr�(Legal deserlp►lon el(sbe pnW*wrd saseu sMmW fa ollwbleJ. Uak I" The I&M is of tot 13, Hoek r, LgWIS SUBDIVNION, warding to the plat droreK a ftemm$ed Is Plat Rook 24 peps 92,of flit Current lublk Recots of Duval County,!garde 2 GewralDrisrlpdiangfhr�►arMMeats AeA SIO03109905 fV Ceraxrwo'hM ora e�fowhlrt rpMM t 1g 1718 F 9RM3 RIlsalIN !. Owrw loy6+orvdoa: M At d, Alnmsrwda�w+w: CUR R Em BAbo► /na I411 Lord wq 5.8 i f to 1.0 JwcwwMtlR 17orrdr 37243 b: bgirrutinpnrpery; 1 i ) Few slagrla C. Neow ewda kbzm offkr sleplo tflhhalder(YO&F Am oMnerf! 4. CohMroenor: (Mmaddaddrara) $easarrsfwG , hWZjwrd Nay Jadma"IlHe,Florida S. Srrrgr AL Nmre and ado$%we: • s Arwe.nr�fhwedf 6. Lewdrr lrlJoriwollow: ' a NaMrawdad wr Slw ilroarf dak 21e Wed Forepok JadgonvNe,FL 37212 A DrsljwaredCmenwx DarkwaRt ys 7. Poraaw wl"she S Or pf flwrdo des4rowed by Owner ispow whom narmee or ether docarrenp tray be ee►wdmp+nvldrdby9eutar n9.1!(1)(e►17..tlarlde34taruYi: (Naareewdarkb'esy Lynn Yede l�a swam 3eav/, 201 over pow"otat Ax*ooweblee A 11J02 d. 10 odaim to hiaarer,,'Ower drsfsnah D ltao Rigs eL(sw rM Boli ro r"ww o copy 4f at L;Mw's Nano atProew bo swdon 7Id,IJ(wo A*k-sww 9 ftbodw doer of YoWr 9fCawerwneemtnt(she ex*Wkn datr it Owl(1) Year frow die able of mwr&,w maw a Affi"w door sr Voci k o• Other egbwdarar chat November 1,2004 mow,1te bot r! STATE ot:'FLORIOw COUNrV 0 OUVAL 1lNe f8r+rtohrt 6wawaae,r war mi*dnftrlgrd bed@aa me deft` dtP dApu,11th by Plot w Niehdr..dr Preside w of&no*,fieR a R&Mkr owpwarfoa,es beAW of that eorporassoa He is persendlly loaner ar ala PnprndByandRerwrwro- ""`'`. sw&wt Bank AroLar Qssgi,lA.Cnrndey raryPwbAc AmAimmW FL 3230 < e.� Caaddrskr►Nrm6erJs: rw11•vai Received Time May.22. "TAM May -22 , 2003 1 :26PM BESTCON, Inc . No, 5261 P. 1 BESTCON, INC. 1484 Laurel Way Atlantic Beach, FL 32233 Phone 904-246-3 74 7 Fax 904-246-7126 To: '1x11- p,1� _ Fax.- Pages ax..Wages Including Cover: .S 4-br 15,5n DU -Hnk7 -7E�bAl hVC Jun 2. 2003 11 2 2 A M BESTC0N, Inc No- 5568 P i 1484 Laurel Way Atlantic Beach, FL 32233 � � Phone: 904 246-3747 Fax:904 246-7126 Tot Fram: U Ohl- Faac Date: Pages: Including Cover Sheet Re: / O Please Reply,if Marked •coe mmis: 4)u hLa 4' HAVE A GREAT DAPI N0.5568=ip, 20MM� tun• 2. 2803 11:22W BErc N, Inc, NOTICE OACOMMEMMIKENT Building Permit No. Book 11699 PA90 288E Tar Folio No. STATE OF FLORIDA COUIVTYOF DUVAL (Do not wrile in An blank area p 3 76.0 Reserved far recording p i parrs only), THl S uNDEE&jGNED ktreby givers notice that irnpr'ovemenu wi l be made to certain real proper(y.and in accordance with Chapter 713, Florida Statutes. rix following infarmariot Le provided in this Notice of Commencement. L Desert pooh of Property,(Legal drw-prian of the properly and sheet adeb'ess,if available). Unit 12-A The West% of Lot 1S, Block 4,LEWIS SUBDIVISION, according to the: plat thereof,as recorded in Plat Rook 24,pa`m 92,of the Current Publk Records of Duval County,Florida 1. General Deaeripoon of Improvements: @seg 2A8 3159948 Pock: 11 f399 Conitme6onofasinglefamilyresidence. Pale:2@@2 Filed I 65I1 K.21:333 PM ttrxrded 3. Owner Informeation. IINFlIf.IEN a Naae and addram: am CMWIT am Bak-o- WAL CMM 14#4 LaWW Way TRIBT M t 1.68 08 laclGfartvl6y F7orlda32?33 MY FEE 1 1.0 tEATIFY t! 1.011n b. Interest in property: �% r Feesimple C. Name and address off to simple titleholder(If other than owner)_ 4. Contraaror: (name and address) 1484 La rel Wiry Iackvonvik Florida 32333 S. Surety: a Name and address: b. Amount of bond S_ ___ 6. Leader lnformatlon; a. Name and address: srnl'mt rank 200 War Forsyth Sued Jacksonville,FL 92202 b. OesignatedContacl D&deeteA'W 7. persons wtrhin the Brae of Florida designated by Owner WM wham naAM or other documents may be seewd as provided by Section 713.13(1)(c)7•,kla—ftS r (Now and adcbess) Lynx VermHya $9111DIU t Bank, zero West Forv*smear Iacktonvi4r,FL 32202 8, in addition to himself,Owner designate Darlene Biggs of SunTrust Bank fa receive a Copy of the Liereor's Norice ar provided in Section 713.13(a)(b).Florida Statures. 9. Espirarlon date Qf Notice of Commencerrear(rhe expiration date is One(1)Year from the date of Mededing arde,a dpmn,date is speeifred). Other xVvouon dare:Navemober 1,2004 BESO INC By — P W.Nichols,its Presidexr STATE OF FLORIDA COUNTY OF DUKAL This foregoing inetrament was acknowledged before me rhi� day of Aped 206.11 by P W. AWAo „as President of Britton.Inc.a Florida corporanon,on be f of dear Corporation.He is so/rolly known to me. Prepared By and Rerarn To: Gianni A.Crumky ray Publk Sxm77v01 Bank Srdre of hwida at Large 200 Wesi Farryth Street My Commie'oh irsa: Jaekao vilk FL 32702 a4e Commds��,Nusiier IS Juo 2. 2003 11:22AM BESTCON, Inc, NOTICE OF COMNWCFMF-NT Building Permit No. Book 11099 Page 171a Tax Folio No. _ STATE OF FLORIDA COUNTYOFDUVAL (Do not write in this blank area ?1f O.,zo Reservedfor tern'&&parposes wdy). THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Fiarida Statutes, the following information is provided in this Nonce of Connnenoement. 1. Description of Property:(Legal description of the property and street ad*m,If availabk). Uait 12-9 The Fust% of Lat 12,Block 4, LEWIS SUBDIVISION, according to the plat thereof,as recorded to Plat Hook 24,pages 92,of the Correct Public Records of Duval County,Florida 2. CencralArrcripttonoflmprovemenu lace)2083159995 Back, 11899 Conavuction of a single family residrrtee. Aa�e; 1718 File4 i Recorded J. Owner Information, JIW116:31 Alf FLUB a, Name and address; CLEW( CIRWIT CfxIRT BakL cum 1484 a4ftmard R�Ew f 5.90 14b4 l v:11t Way TR F11 4 L" JtidtsowviBti Florida 33233 CERTIFY i 1.0 f b. Interest in property: Fee simpre, G. Name and adiress offee slmpU Wieholdet ff orher time owner): 4. Contractor: (name and oddness) Bes(co».Inc. 1404 Land Way JackrosoWle,Florida 32233 S. Surely: a Name and address: b. Amouni of bond j_ 6. Lender Irf(ormation; a. Name and address; San4Ya9Bank 300 West Fcesyth Street Jacksonville,FL$3302 b. Designated contact:Darlene Riggs 7- Persons within the Slate of Florida des4rnated by Owner upon whom notices or other documenu may be arced os provided bySection 713.19 el)(ay7..Flgrida&ulas: (Name and adtbess} (,Asn Veewdlya SmPam Bank, 700 War romo Street JadaoavOle,FL 33202 & In addition to himsefj'.'Owner designate Darlene Riggs pf5imTrwt Brink to reegiva a copy of the Lieaa's Notice m provided in Section 713.13()(b).pqrlAStatutes. A Expiration date of Notice of Commencement(he expiration date it One(1) Year from the date of recording unless a di,Qferew dale is spec yleiV, lhher egriradon dais:November 1,2004 e c. Nichols,Its Pnesiday MATE OF FLORIDA COUNirOFDUVAL This foregoing iltstrenrant was acknowledged Before me chis_day of Aped, 2003, by Paul W. Nichola.,as President of Beacon,Inc, a Florida corporation,on hehdf of that corporation.He is persostlly known to me. Prepared By and Rerun To. Gianni A.Crum* cry Public SunTrust Bank, State of Florida at Large 200 West Forsyth Sheet My Comarimian F ores. Joakionville,FL 32201 dly Coor iMon Number is: � �N"�:,�� tele Nf.SICN,4lt:,nfA HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Jun 02 2003 9:54am Last Transaction Date Time Twe Identification Duration Pam Result Jun 2 9:53am Received 0:38 3 OK Jun16 2003 3: 19PM- BESTOON, Inc . No 6011 N � 1484 laurel Way Ailanft Beach FL 32233 Rhone:904 248-3747 Fax:904 246-7126 r r4 fax: Dabs including cover page .0 Please Rpt,M Mario�d CoaKne�ab Aad i;;�- 1 Z-6. /I Q r s f HAVE A GREAT DAYI 5r ` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 its TELEPHONE:(904)247-5800 FAX:(904).247-5805 SL7NCOM:852-5800 http://ci.atiantic-beach.fl.us -------------- -G-- ------------ :---=--------------- -- --------------------------------- jin h 3u0 , 2003 3'I PM BESTCON Inc. No.6017 P- 2 FROM :CLARSON & ASSOCIATES FAX NO. :904 3% 26.33 Jun. 16 2003 01:29PM P2 MAP SHOWING BOUNDARY SURVEY OF LOT 12 BLOCK 4 SHOWN ON MAP OF LEWIS SUBDIVISION AS RECORDED IN PLAT"BOOK 24, PAGE 92 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. NORTH IS SCALED i1tM RECORD WLAT&a W FOR P1CT0EM 08ES ONLY. TRU[NORTH MAY VARY. NOTE: NO "PROTECTED' TREES ON LOT x12.28 x12.41 xI?-" FY+PMO 000,- ARP14ALT 0AVCL40JT WMNTA:Nd SUIPE 0� � ktME Of A!111µ7 PAVEMENT cuRCN', S ra r �o' R/W - p.(1 !TOP OF 9• t\\, 'R X 167 'kf _ '1 �'+ C alp RCP .y�1 WAt,E +E— ao Sa— ><147 ><+a7 14 C(+ L 1 yy '6 7 52.2 P �7p ♦20 +, i X 121 opm xP2 oRs B �` _ x, L r — —.� _ .7 � I PpRpl H I PMf.N � � 12 5 x 0: J } X+�-� V W O I PROP*$& DUPLEX I x x- + > I F*00SE0 FIN FL EL(14.15) ( Q 4 1 � A p< I I F 1 c p = x I V p 111 +1 I1 U F•MI X 1I 1 pwTq I PA110 ! O p LI W O , X I I I N J Jp p Q �1+.a I Z z OO x nI I Ih x r- O z Q� , o . � x I 1 1 W i I 8 �W112 wy I I 12.71 1 y x a x za®Ea '� Qo L04. 12 o zo 0 gO�OO, r) � v h xe t 7 65.00+ N7LL � oWus LOT 4 a ri x12.5 x12.2 x+2+ REUSED E-5-200 TO $MOW TOPOWAPMC MIFORMATVQN PROPOSED DUPLEX NOTE: FOUND ALL IRONS l FMY CERT(FY 1MAT THiS SURVEY PERFORMED UNDER MY RE5POn9HLE 01ReGTIO,V MEETS THE LEGEND MINIMUM WCH1V &STANDARDS FOR LAND S1*MICAS IN ACCORDANCE WITH CHAPTER 81017-6, FLORIDA r D CCNI:REIE YCN1kAiN7 ADMINISTRATIVE CODE(PURSUANT TD SECTION 477-O 7.FLORIDA STATUTES), AND FURTHER CERTWY THAT ♦ Ft�- � THERE ARE NO N1SIBLE ENCAOACHMENTS UPON 'TMC SUBJECT PROPERTY EXCEPT AS SHOWN. O 1/2' MOM-LA 1 MY r Iy,Q THE LOT SURL YEp 91ET1EON APP 8 TO UE W1NIN FLOOD (LAWSM AND ASMATES, INC. '' 14=0' ZCIiE6 "X' AS 9CAtID"M IM ROOD 1190RANCE MTE 1643 NALOQ AVE..JU%M TM J E.,F1...32207 L ARC LENM MAK COMMUNITY PANQ Q i FS--OOQ]Q— DATED 4-17-89, CHM a,PAtvA1WR pm raw of T of SURVEYED NOVEMBER 13 2002. k=POW 4F i"�°Set�VamuE P.GG PONT a CLRVE f0. FCUIb REGISCALE.,_jjjM_2 yl1R1r1:TOR N0. 7,FL ADA mspIp� MEW BOOK,.IZ.. P'AGE 49 .FOSE A. MILL JR. s- �( Notenl Recei'v'ed Time_Jun, ll'_2,40M SURK NOTVAuD ATWOUT v 9U9WVW2 MAL wm sl CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 res -° INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026049 Date 9/12/03 Property Address . . . . . . 550 W DUTTON ISLAND RD Tenant nbr, name . . . . . . NEW DUPLEX WITH 552 Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 207840 Owner Contractor --------- -------- --- ---- ------------------------ BESTCON, INC. BESTCON, INC. 1484 LAUREL WAY 1484 LAUREL WAY ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3747 (904) 246-3747 ---------------- --------- --------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc NEW 200AMP, 1PH, 3W, 240VOLT SVC Sub Contractor DYNAMIC ELECTRIC COMPANY Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- --- - ----- ---------- --- ------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL � f ` f S CITY OF ATLANTIC BEACH9 FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 20'0 3 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING 'THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PIANS ANIS SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE EL£>CTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONT'RACTOR:� �.j _,I,LGL�' La• � MASTER ELECTRICIANS SIGNATURE:— OWNER OF PROPERTY: 12, JAI 2�____Cg, JOB ADDRESS: ( RES.(Wr--'APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW(61-�OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) _.SQ FT.------.-- SERVICE, —_,__.-- SERVICE: NEW INCREASE REPAIR ) _ CONDUCTOR SIZE AMPS: COPPER ) ALUM.( — FEES SWITCH OR BREAKER d40 AMPS I PH W VOLT RACEWAY__ EXIST. SERV. SIZE AMPS PH W_- VOLT - RACEWAY ! FEEDERS NO. SIZE NO. SIZE NO, SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES ICONCEALED OPEN TOTAL 0.3UAMPS �� 31.100AWS SWITCHES __— INCANDESCENT FLOURESCENT& M.V. _ FIXED 0.100 AMPS. OVER APPLIANCES BELLTRANSF. I AIR H.P.RATING H.P. RATING — CEIL. KW-HEAT CONDITIONING COMP. MOTOR OTHER.MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H..P. VOL'T'AGE � PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. J KV.A NO, KVA �NO.NEON TRANSF. NO VA MA MOTOR SIZE SWITCHV FLASHERS-�� IL;ACH SIGN �_ _w _�__�__�� 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (404)247-5800- Fax: (904)247-5845- http://www.ei.atlatitic-beach.fl.us Reviaryl fill1701 CITY OF ATLANTIC BEACH 800 SEMI NOLE ROAD 0 ATLANTIC BEACH, FLORIDA 32233 " INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026860 Date 9/12/03 Property Address . . . . . . 552 W DUTTON ISLAND RD Tenant nbr, name . . . . . . NEW 200AMP, 1PH, 3W, 240V SV Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - -- ----------- -- ---- -- --- ---- ------ ----- --------- BESTCON, INC . DYNAMIC ELECTRIC COMPANY 1484 LAUREL WAY 8802 CORPORATE SQ. BLVD. #108 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 246-3747 (904) 726-8144 ---------------------- ------------------------ ---- ----------------- --------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- -- ------ ---------- ----- ----- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL �jl,A,lr CITY OF ATLANTIC BEACH9 FLORIDA ELECTRICAL PERMIT APPLICATION 'ro'CHE C14JEF ELECTRICAL INSPEC'T'OR: DATE: 2003 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND 1N ACCORDANCE WITH THE ELECTRICAL REGULATION'S, CODES AND CITY OF A 1'LANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: MASTER ELECTRICIANS SIGNATURE:— OWNER OF PROPERTY: ,TOB ADDRESS: RES.(+s)-�APT.( ) COMM.( ) PL93LIC( ) INDUS.( ) NEW(V? OLD( } REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) _____SQ. FT.__.`________-_ _ SERVICE: NEW( K-' INCREASE( ) _ RE,EPAIR CONDUCTOR SIZE AMPS: COPPER ) ALUM.( �^ i FEES ayO SWITCH OR BREAKER : 60 AMPS I PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL � RECEPTACLES CONCEALED OPEN TOTAL -_— _ 0.30AMPS �µ 31.100 AMPS-T SWITCHES - ------ INCANDESCENT -.INCANDESCENT _ _ — I FLOURESCENT& M.V. FIXED 0.100 AMM. OVER _ APPLIANCES BELL 1RANSF. AIR H.P.RATING H.P. RATING CELL, KW`4X'AT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT 0-1 — OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. _ VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600V OVER 600V NO. KVA NO. _ � KVA — NO.NEON TRANSF. NO VA J MA MOTOR SIZE SWITGI�FLASHERS EACH SIGN _ _ „1__ 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845- http:/.lwww.ci.atlantic-beach.fl.us Rrvkt-ii 01/17/01 6 CITY OF ATLANTIC BEACH S J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027252 Date 11/14/03 Property Address . . . . . . 550 W DUTTON ISLAND RD Tenant nbr, name . . . . . . LAWN SPRINKLER Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------- - --- --- - --- ----- -- - - - -- --- ---------- ---- BESTCON, INC . H2O MANAGEMENT, INC . 1484 LAUREL WAY 3731 C .R. 220 ATLANTIC BEACH FL 32233 MIDDLEBURG FL 32068 (904) 246-3747 (904) 282-6413 ---------- ------- - -- --- --------------- -- --- -- ---- -- ------- - -------- --------- Permit . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/30/04 --------- ----------- ------ --- -------- ----- ---- -- --- ----- ----- ------- -------- Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTER AND MAKE THE CONNECTION FROM THE PRIVATE PROPERTY . Fee summary Charged Paid Credited Due ------------ ----- ---------- ---- ------ ---------- -------- -- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATIONS OWNER OF PROPERTY: �x - TEL.ctZ}fP �`f PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: ' STATE LICENSE NUMBER: HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER . WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER L41 (j TOTAL FIXTURES: X$7.00 +$35.00= IvINIMUM PERMIT FEE: $35.00 17 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS-(904)247-5826. FARM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Dutton Island Rd. Duplex Builder: Bestcon Homes Address: Lt 12 Blk 4 Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Multi-family - a. Central Unit Cap:36.0 kBtu/hr _ 3. Number of units,if multi-family 2 _ SEER: 10.25 _ 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? Yes _ _ 6. Conditioned floor area(ft2) 141_2...6?...- c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft2 _ 13. Heating systems b.Clear-double pane 207.0 ft2 _ a. Electric Heat Pump Cap:36.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.40 _ d. Tint/other SHGC-double pane 6.0 ft2 b.N/A _ 8. Floor types a. Raised Wood R=19.0,268.0 ft2 _ c. N/A _ b. Slab-On-Grade Edge Insulation,0 R=0.0,90.3 ft2 c. I Others 24.0 112 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1168.0 112 _ EF:0.91 _ b.Frame,Wood,Adjacent R=11.0,336.0 ft2 _ b.N/A _ c. N/A _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,929.0 ft2 _ 15. HVAC credits _ b.Under Attic R=19.0,64.0 W _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 100.0 6 _ MZ-C-Multizone cooling, b. Sup:Con. Ret:Unc. AH:Garage Sup.R=6.0,50.0 ft MZ-H-Multizone heating) Total as-built points: 23425 PASS Glass/Floor Area: 0.15 Total base points: 23442 I hereby certify that the plans and specifications covered Review of the plans and VUE sT by this calculation are in compliance with the Florida specifications covered by this tio4 = aro Energy Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. DATE: 5 Before construction is completed this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with4he Flori a nergy Co e. Florida Statutes. ion W111 OWNE , G BUILDING OFFICIAL: DATE: DATE• r-12- 6 3 EnergyGauge®(Version: FLR1PB v3.22) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 12 Blk 4,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT FGLASSPESditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .16 1412.0 20.04 6093.4 Double,Clear W 5.3 6.0 23.0 36.99 0.56 474.9 Double,Clear E 1.3 24.0 64.0 40.22 1.00 2566.9 Double,Clear N 1.3 23.0 30.0 19.22 1.00 574.6 Double,Clear W 1.3 6.0 30.0 36.99 0.94 1039.9 Double,Clear E 1.3 11.0 45.0 40.22 0.99 1798.7 Double,Clear N 1.3 11.0 15.0 19.22 0.99 286.3 As-Built Total: 207.0 6741.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 336.0 0.70 235.2 Frame,Wood,Exterior 11.0 1168.0 1.70 1985.6 Exterior 1168.0 1.70 1985.6 Frame,Wood,Adjacent 11.0 336.0 0.70 235.2 Base Total: 1504.0 2220.8 As-Built Total: 1604.0 2220.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.1 2.40 43.4 Exterior Wood 20.1 6.10 122.6 Exterior 20.1 6.10 122.6 Adjacent Wood 18.1 2.40 43.4 Base Total: 38.2 166.0 As-Built Total: 38.2 166.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 909.0 1.73 1572.6 Under Attic 30.0 929.0 1.73 X 1.00 1607.2 Under Attic 19.0 64.0 2.34 X 1.00 149.8 Base Total: 909.0 1572.6 As-Built Total: 993.0 1756.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 90.3(p) -37.0 -3341.1 Stab-On-Grade Edge Insulation 0.0 90.3(p) -41.20 -3720.4 Raised 292.0 -3.99 -1165.1 Raised Wood,Adjacent 19.0 268.0 0.40 107.2 Raised Wood,Post or Pier 19.0 24.0 0.77 18.4 Base Total: -4506.2 As-Built Total: 382.3 -3594.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1412.0 10.21 14416.5 1412.0 10.21 14416.5 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 12 Blk 4,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Summer Base Points: 18963.1 Summer As-Built Points: 21706.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 21706.9 1.000 (1.090 x 1.147 x 1.00) 0.333 1.000 8801.6 18963.1 0.4266 8089.7 - 21706.9 1.00 1.218 0.333 1.000 8801.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 FORA 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 12 Blk 4,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1412.0 12.74 3238.0 Double,Clear W 5.3 6.0 23.0 10.77 1.15 285.8 Double,Clear E 1.3 24.0 64.0 9.09 1.00 583.8 Double,Clear N 1.3 23.0 30.0 14.30 1.00 429.0 Double,Clear W 1.3 6.0 30.0 10.77 1.02 328.4 Double,Clear E 1.3 11.0 45.0 9.09 1.01 412.1 Double,Clear N 1.3 11.0 15.0 14.30 1.00 214.5 As-Built Total: 207.0 2253.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 336.0 3.60 1209.6 Frame,Wood,Exterior 11.0 1168.0 3.70 4321.6 Exterior 1168.0 3.70 4321.6 Frame,Wood,Adjacent 11.0 336.0 3.60 1209.6 Base Total: 1504.0 5531.2 As-Built Total: 1504.0 5531.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.1 11.50 208.0 Exterior Wood 20.1 12.30 247.2 Exterior 20.1 12.30 247.2 Adjacent Wood 18.1 11.50 208.0 Base Total: 38.2 455.3 As-Built Total: 38.2 455.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 909.0 2.05 1863.4 Under Attic 30.0 929.0 2.05 X 1.00 1904.4 Under Attic 19.0 64.0 2.70 X 1.00 172.8 Base Total: 909.0 1863.4 As-Built Total: 993.0 2077.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 90.3(p) 8.9 803.7 Slab-On-Grade Edge Insulation 0.0 90.3(p) 18.80 1697.6 Raised 292.0 0.96 280.3 Raised Wood,Adjacent 19.0 268.0 2.20 589.6 Raised Wood,Post or Pier 19.0 24.0 0.88 21.0 Base Total: 1084.0 As-Built Total: 382.3 2308.3 INFILTRATION Area X BWPM = Points Area X WPM = Points 1412.0 -0.59 -833.1 1412.0 -0.59 -833.1 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 12 Blk 4,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Winter Base Points: 11338.8 Winter As-Built Points: 11792.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 11792.5 1.000 (1.069 x 1.169 x 1.00) 0.461 1.000 6657.4 11338.8 0.6274 7114.0 11792.5 1.00 1.225 0.461 1.000 6657.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLRIPB v3.22 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lt 12 Blk 4,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.91 3 1.00 2655.47 1.00 7966.4 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 8090 7114 8238 23442 8802 6657 7966 23425 PASS 04 JUE sT�r�ot A A G,0 we � EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lt 12 Bilk 4,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&_Doors _ 606.1.A_B_C.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606A1 ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends _ from,and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to'the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at theperimeter,at- ep netrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned s ace,tested. Multi-story Houses _ __606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS_-_ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gal►ons_ ep r minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min. insulation. HVAC Controls 607.1 _-.- Separate reams accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/ResFREE'2001 FLR1 PB v3.22 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.1 The higher the score,the more efficient the home. Lt 12 Blk 4, Atlantic Beach, Fl, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Multi-family - a. Central Unit Cap:36.0 kBtu/hr _ 3. Number of units,if multi-family 2 - SEER: 10.25 _ 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area(ft2) 1412 ft2 c. N/A 7. Glass area&type a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 207.0 ftZ - a. Electric Heat Pump Cap:36.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.40 _ d. Tint/other SHGC-double pane 0.0 ft2 b.N/A 8. Floor types a. Raised Wood R=19.0,268.0 ft2 _ c. N/A _ b. Slab-On-Grade Edge Insulation,0 R=0.0,90.3 ft2 _ c. 1 Others 24.0 ft2 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1168.0 ft2 _ EF:0.91 _ b. Frame,Wood,Adjacent R=11.0,336.0 ft2 _ b.N/A c. N/A d.N/A - c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,929.0 W _ 15. HVAC credits b. Under Attic R=19.0,64.0 112 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 100.0 ft _ MZ-C-Multizone cooling, b. Sup:Con. Ret:Unc. AH:Garage Sup.R=6.0,50.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) THE Sr in this home before#ina]inspection. Otherwise,a new EPL Display Card will be completedy04 - ATFo� based on installedode cb. li t features. Builder Signature: Date: "'l /n'3 Address of New Home: �yr City/FL Zip: 0_%kA 1 C.- al c0 WE *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStar7"designation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLRIPB v3.22) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House 1"Pl. Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-2875339 Fax'904-287-1259 Email:energydesignCattbi.com Project >} i For: Bestcon Homes,Duplex Lot 12 Blk.4(Dutton Island Rd.),Atlantic Beach, FI Notes: �:��:�Deslgqjnformatje Weather: Jacksonville,Intl Airport,FL ,US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 31031 Stuh Structure 26424 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 31031 Btuh Use mfg,. data n Rate/swung multiplier 0.98 Infiltration Total sens. equip. load 25895 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1610 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 4064 Btuh Area(ft2) 1412 1412 Total latent equip. load 5674 Btuh Volume(ft3) 12708 12708 Air changes/hour 1.00 0.50 Total equipment load 31569 Btuh Equiv.AVF(cfm) 212 106 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0,0 EER Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Q 47°F Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 1264 cfm Actual cooling fan 1264 cfm Heating air flow factor 0.041 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 82 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ma=y= wtnghtscsft RigMSuite ResidentialTM 5.0.66 RSR29794 2003-May-01 11:07:09 �E.l. CADocuments and settings%customerWy Dooumentslwtightsoft\Bestcon,Dutton Island Rd.Duplex rsr Page 1 ALI RIGHT-J SHORT FORM Entire House Energy Design Systems 1065 Oak Vale Rd,Jacksonville,F132259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignCattbl.com +r 11 r For: Bestcon Homes,Duplex Lot 12 Blk.4(Dutton Island Rd.),Atlantic Beach, FI i s -in »r t Htg Clg Infiltration Outside db(°F) 32 93 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD (°F) 40 21 Fireplaces 0 Daily range - M Inside humidity(%) - 50 Moisture difference(gr lb) - 56 11 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh 47°F Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh Actual heating fan 1264 cfm Actual cooling fan 1264 cfm Heating air flow factor 0.041 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 82 % ROOM NAME Area Htg toad Clg load Htg AVF Cig AVF (ft') (Btuh) (Btuh) (cfm) (cfm) 1 st Floor 617 17709 14654 722 701 2nd Floor 795 13322 11769 543 563 Entire House d 1412 31031 26424 1264 1264 Ventilation air 0 0 Equip, @ 0.98 RSM 25895 Latent cooling 5674 TOTALS 1412 31031 31569 1264 1264 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. A', wnght5t(:) RightSuite Residential"'5.0.68 RSR29784 2003-May-01 11:07:09 ACCk C:Oocuments and Settings\customer\My Documents\Wrightsoft\Bestcon,Dutton Island Rd.Duplex.rsr Page 1 --LOUIS J. GABRIEL,LPV�E. i I I I I I i WIND FORCES STRUCTURAL ANALYSIS FOR LOT 12 BLOCK 4 ATLANTIC BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001• FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: APRIL , 2003 Date Sheet . lob �► h�6v-XLr of Lot; Z'- CLAL 4 A-g. i e u b f YL" r�s i e C viva.s 4-&t e Fo �lv�.� gtruc tura L q tri 61 ooF .Q�wa,Lt Stn 7/IGS"osg ' FLD o r ; _ 3 tN� j �- P ud,a �eQ R Tiro ssc t ,,� PIlo o r �,r:u 11c1 ra vvt i 5 e f}Yc r&w;,n 5 el S P94 tx t_ vJ e s c ecQGtpa. C; u-r, QYc3�i�cct,,t,� .Q r-cLtJ i A Vxc,Af o Yaxic- to S-EewH 3 6 bo Lts (;D C- Peme -rq i Qvaess V Ot 5 w•+ v.►n,2.Q Yom.+%+, Farcer�er►t: 1 #,q RoJ o 14 g 8 o=c- a44 aC+Q,t-A e r s L*I� p 74 c (Al 'A Q�,j n ^ w y A 7 n�• �� In,f s�..�poY tj, uv<<ss wore pVbeww;se 1--5L- ��oov- a YEA C T-Acle Mole Poch � DoeY �s2 ti � r 500 Q Tom Q o.F Rpe c metes : = 180 Sheet Z. of •DATE: L- G�br►e�, -E Lot w QLA- A•(S g Wuhd spe t 'o M�pb. C 3 sec us t) s�r,� � lc-Js -• ba' 11M . 1•0 CX oswre- = eS / y4k IM fO'cu ce f"tor, l Wt�jtofw_ Da6w reoiff", CVe.s /NO) vjes 0^4,., 6) P 10 t4-r," CO Ludt � kivw�� ter- Shawn 6 Flo BLE 16W.1.4 N D WIND-BORNE DEBRIS PROTECTION FAS NI SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER SPACING(in.)1- TYPE Panel Span:5 2 et 2 k<Panel Span 4 ft<Panel Span 6 ft<Panel Span <4ft <6ft <oft 2 V2#6 Wood Screw3 16 16 12 9 2 112#8 Wood Screws3 16 16 16 12 Double-Headed Nails4 12 1 6 4 3 Sl:1 inch--25.4 mm 1 foot=305 mm Notes_ 1. This table is based on a maximum wind speed of 130 mph(58 m/s)and mean roof height of 33 feet(10 m)or less. 2. Fasteners shall be installed at opposing ends of the wood structural panel. 3. Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors having a minimum withdrawal rapac- ity of 490 Ib(2180 W). /,y—�_j/(��(` y►t 4. Nails shall be 10d common or 12d box double-headed nails. CaV V p prig Joe-�- cr s tri. - ui�blJoe- G�.L ar�� o �1,► v�.e es / p P tY t• uplJr OA ROOF sit,: CcoWfr * c - C�S.�} PSP hUAW. u4 WAAf4434 For % J W � N•-:�t SACC � •� G �? PAOa w 82 t+bs �� •�l�C2��a•5� CoS.�{ lbs vt,w ?UPt per F� m its;s t s rM.vtwne t 3 �Y4+ QQii � ,•j e`?. "i{.it Si.-� v',�'{ 1 �. 1�4.... -:.r r J: -1�* I`i�3 "�� ( L{. j�' �.�, �i, SATE. Sheet _ of d3 l.-C ,bn�� P• - 0 61 o 311 pet 4 s Lect �, c7`n Cao a-G C Yrs 1 v) ovi O00) 0,33 ) %Q ?.eF o- k. o 3�1 C20 6,00)e. 1'33) `� = l toyy�11 � C� Y oA"'N l}LIcrj TemsTA I/zA36 r,,0 _ 'SAP F•"'"' ihL c'SSe•r pY . O Z�b �� o 2.i IL . z 15 o Psi F4 = 3GoOD /-�P= -IT-Q& �. A l lv-�j Tov►1 orn z 19 0 16; or t 990 lbs E-- C.cry) n " x /'g ick rowaJ Skeet A3 6 vje,ih•rs. arrv-u j 4 ---7 Fbed"• =2 7--ks r(Stec' -F-61 (wooJ)= 400 . .5�. .� � b _-�IAgU)IC��z)Cn)C�lq}_�n�5)).= 545psi - Fx"� -�}rLaQlrsw•)= (9oow-33) = 532- psi 54SPsi o.� I •• M,rmr^+.t io.06 24 (o•g-r)Ca--rS)CySX 54�)t!./�) qo'Ib.r-1� ►�b M/5 a�S299LC27 S 6,q v- And ( "s%v i O'v► v. �}�,I.trw a►ale T��ti;� � '/Zy� A 3L , �b� G .. �'v- c uk c r�t Ft IA40 16T (sce above) /�1(u�.r mole S�ne�ir Qv► 1/L,. + t13 bo ffi : 350 �••e i S er or 0-11 A6 F� 350`/�150o�(o-Z) = 19 5-7 1bs o it Cd 12�fo-2)( 36,000) = '$b9 16s _-_......nuuu111itHItIII III[till ItIn1111111111111InIII III 1111111111fill IIII Ili NInMIIfIIIsIII Ili fit 1i1111111Hill till Ifill IIII IIII M11III IIlIIIIIIIIIIIIIIfIIaIIIII11111111111111111111111111111 °7 TABLE 1606.2A c MAIN WIND FORCE RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN Exposure B m Horizontal loads2 Vertical Loads(psi) Max.Horizontal Wall Loads4(psi) N Windward n End Zone Interior Zone End Zone Interior Zone Overhang Zone Wind Roof Velocity Load angle Windward Leeward Windward Leeward End Interior (mph) Direction (degrees) Wall Roof3 Wall Rooi3 Roof Roof Roof Roof Zone Zone 1E 4E 1 4 90 Transverse 0-5 12.8 4.17 8.5 -4.0 •15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7.2 -5.8 20 17.8 .7 11.9 -2.6 -15. -10.7 1 -10.7 -8.1 1 -21.6 -16.9 12.0 -10.1 8.8 -7.5 30< an le 5 45 14.4 1 9.9 11.5 1 7.9 5,6 -8.8 4.8 -7.5 1 5.1 -5.8 1 11.0 -8.1 9.1 -6.8 Longitudinal All angles 12.8 1 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 1 10.0 -7.5 7.2 -5.6 100 Transverse 0-5 5.9 -8.2 10. -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7.2 20 22.0 -5.8 14.6 -3.2 -19.1 -13. -13.3 -10.1 -26.7 -209 15.0 -12.5 10.8 -9.3 30 < angle 5 45 17.8 12.2 14.2 9.8 1 6.9 1 -10.8 1 5. -JOA 1 1.3 -8.4 Longitudinal All Angles 15.9 -8.2 10.5 -4.9 -10.1 -10.8 •13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7.2 110 Transverse 0-5 19.2 -1 .0 12.7 .5.9 - 3.1 1 -13.1 1 -16.0 .10.1 2.3 -25.3 15.0 -11.3 10.7 -8.7 20 26.6 -7.0 17.7 1 -3.9 1 -23. -16.0 1 -16.0 -12.2 1 -32.3 -25.3 18.0 -15.1 13.1 -11.3 130 < anctle S 45 1 21.6 1 14.8 17.2 1 11.8 1 8.3 1 -13.1 7.2 -11,3 -7.6 -8.7 6.0 -12.2 13.7 -10,1 Longitudinal All Angles 19.2 -10.0 12.7 -5.9 -23.1 .13.1 -16.0 .10.1 .32.3 -25.3 15.0 .11.3 10.7 -8.7 120 Transverse 0-5 22.8 -11.9 15.1 .7.0 -27.4 A6.6 -19.1 -12.1 -38.4 - 0.1 17.0 -13.4 1 12.7 -10.3 20 31.6 1 -8.3 21.1 -4.6 1 -27.4 - 9,1 1 •19.1 -14.5 -38.4 22.0 1-18,0 1 15.6 -13.4 30 < an le 5 45 25.7 1 17.6 1 20.4 1 14.0 1 9.9 -15.6 1 8,6 -13.4 1 -9. -10.3 19.0 -14.5 16.2 1-12.1 Longitudinal All Angles 22.8 -11.9 15.1 1 -7.0 1 -27.4 -15.6 1 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 1 12.7 -10.3 130 Transverse 0-5 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 -45.1 -35.3 20.0 -15.7 14.9 -12.1 20 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 17.01 -45.1 -35.3 25.0 -21.1 18.3 -15.7 3 < angle 45 30.1 20.6 24.0 16.5 11.6 -18.3 10.0 -15 7 -10.6 -12.1 22.0 1-17.0 19.1 -14.2 Longitudinal All Angles 26.8 -13.9 17.8 -8.2 -32.2 .18.3 1 -22.4 j -14.2 -45.1 -35.3 20.0 -15.7 14.9 -12.1 140 Transverse 0-5 31.1 -16.1 20.6 -9.6 .37.3 -21.2 1 -26.0 1 - 6.4 1 .52.3 -40.9 24.0 -18.2 1 17.3 1 -14.0 "1 20 43.0 1 -11.4 28.7 1 .6.3 1 .37.3 -26.0 1 -26.0 -19.7 -52.3 -40.9 29.0 -24.5 1 21.2 -18.2 0 30 < an le S 45 35.0 23.9 27.8 19.1 13.4 -21.2 1 11.7 -18.2 -12.3 -14.0 26.0 -19.7 1 22.1 -16.4 Longitudinal All Angles 31.1 -16.1 20.6 -9.6 -37.3 -21.2 1 -26.0 -16.4 1 .52.3 -40.9 24.0 .18.2 17.3 1 .14.0 0 n 150 Transverse 0-5 35.7 -1 3.7 •11.0 -42.9 -24.4 -29.8 -18.9 -60.0 -47.0 27.0 -20.9 19.9 -16.1 c 20 49.4 1 -13.0 32.9 -7.2 -42.9 -29.8 -29.8 -22.6 -60.0 -47.0 34.0 - 8.1 24.4 -20.9 1v 30 < an le S 45 40.1 1 274 31.9 22.0 15.4 24.4 13.4 0 9 -141 -16.1' 30,0 .6 25.4 18.9 Z Longitudinal All Angles 35.7 -18.5 23.7 -11.0 -42.9 -24.4 29.8 •18.9 .60.0 -47.0 27.0 -20.9 19,9 -16.1 O For SI: 1 ft2=0.0929 m2,1 mph=0.447 m/s,1 degree of angle=0.01745 rad,I psf=47.88 Nlm2. m Notes: I Pressures for roof angles from 5 to 20 degrees shall be interpolated from the table. 2 Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the building in accordance with Figure 1606.2(c). 3 if pressure is less than 0,use 0. r= 4 Pressures shall be applied in accordance with Figure 1606.2(b). v z v Sheet � of DATE:' 4� ��a e� s tYwt, -�.c , �s � ��C � la v �. cr� �� ►r' JAA fG qA-3VW% 0,s Ga UOQ 9 Building,simple diaphragm:A building which complies 4 4 LONGITUDE with all of the following conditions: ' 1. enclosed building, 4E a 2. mean roof height,h,less than or equal to 60 ft(18 m), 2 4E LONGITUDINAL 3. mean roof height,h,does not exceed least horizon- ROOF ZONE tal dimension, ANME 4. building has an approximately symmetrical cross section, ZONE 5. building has no expansion joints or structural sepa- 1 LONGrrtmlNAL rations within the building, 1ELONGITUD AL<% 2a_ 6. wind loads are transmitted through floor and roof 1E diaphragms to the vertical lateral-force-resisting - ---- systems,and WINDRANGE DIRECTION 1oN 7. if the building has moment-resisting frames, roof slopes do not exceed 30%. FIGURE 1608.2b MAIN WIND FORCE LOADING DIAGRAM WW WWARD ROOF WOMARD ROOF LEEWARD ROOF ... ..L.-LEEWARD 1.-1-1.ROOF J i ._.. _ J._. L-11A.. _. ..._ . ' pO C7 C7 8 = a 2 � a /7777/77 1111,1117 LJ2 UZ W ----- TRANSVERSE ELEVATION LONGRUOINAL ELEVA71ON FIGURE 1608.20 APPLICATION OF MAIN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DUIPHRAGM BUILDINGS TABLE 1606.2D HEWIT AND EXPOSURE ADJUSTMENT COEFFXIENTS Mean Exposuro Root Height B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1 1.87 Note:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. �y,�/y � l�o f -3W I t :t- �1VheA -V-,a " V o� k e,!'tA-W, Gil' ASCE 7-98 4 Main Wind Force Resisting System h:5 60 ft. rpt Figure 6-4 External Pressure Coefficients,GC t Walls & Gable Roof Enclosed,Partially Enclosed Buildings y t O O 6 ® O 4 2 / 2 �2 ;jJJJ"` 3E 4E E 2E 4E 2E 6 Y 0 0 O 5 J 3y Sf r tia lE 5E 106 lE �{ CASE A CASE B WIND DIRECTION WIND DIRECTION RANGE RANGE r CASE A Roof Building Surface Angle 0 1{ (degrees) 1 2 3 4 1E 2E 3E 4E 0-5 0.40 -0.69 -0.37 -0.29 0.61 -1.07 -0.53 -0.43 20 0.53 -0.69 -0.48 -0.43 0.80 -1.07 -0.69 -0.64 30-45 1 0.56 1 0.21 -0.43 -0.37 1 0.69 0.27 -0.53 1 -0.48 to 90 0.56 1 0.56 1 -0.37 -0.37 1 0.69 1 0.69 -0.48 1 -0.48 r x o CASE B M. Roof Building Surface �w K Angle 0 g i (dam ) 1 2 3 4 5 6 IE 2E 3E 4E 5E 6E 0-90 -0.45 -0.69 -0.37 -0.45 0.40 -0.29 -0.48 -1.07 -0.53 -0.48 0.61 -0.43 Nk x Notes: : 1. Case A and Case B are required as two separate loading conditions to generate the wind actions, including torsion,to be resisted by the main wind-force resisting system. 2. To obtain the critical wind actions,the building shall be rotated in 90°degree increments so that each corner in turn becomes the windward comer while the loading patterns in the sketches remain F t 4 fixed. For the design of structural systems providing lateral resistance in the direction parallel to the ridge line,Case A shall be based on 0=0°. ' *r ` 3. Plus and minus signs signify pressures acting toward and away from the surfaces,respectively. For Case A loading the following restrictions apply: a. The roof pressure coefficient GCf,when negative in Zone 2,shall be applied in Zone 2 for a distance from the edge of roof equal to 0.5 times the horizontal dimensions of the building t}17measured perpendicular to the eave line or 2.5h,whichever is less;the remainder of Zone 2 , ,t extending to the ridge line shall use the pressure coefficient GC for Zone 3. }°r�, b. Except for moment-resisting frames,the total horizontal shear s all not be less than that �+ determined by neglecting wind forces on roof surfaces. 5. Combinations of external and internal pressures(see Table 6-7)shall be evaluated as required to t obtain the most severe loadings. { 6. For values of 0 other than those shown,linear interpolation is permitted. t f 7. Notation: *3 i , a: 40 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(1 m). �.� h: Mean roof height,in feet(meters),except that eave height shall be used for 0<_ 10°. 0: Angle of plane of roof from horizontal,in degrees. 43 fx DATE: Sheet of lo tbo � IA FSC—?�o o I LA? 3 ft- klz,.-j 9-.1, \Ae> w ojj,s am e-? I � I l morn rn o 711 c rn 713rn ---- :jo 1 1 IT I I _ I i i ' � 1 1 1 O vl n 1 TH5 PLAN WA5 DE5MED BY PAUL W.WHOLS FOR (� Ej PLAN REVIEW SET M THIS PROJECT FOR: _ > ELECTRIC PLAN-FIRST FLOOR BESTCON Homes m ® BUfLDSET N DUPLEX- DUTTON ISLAND ROAD 8 SCALE: 1/4"= I FT 022365 LOT 12 BLOCK 4 ATLANTIC BEACH 1454 Laurel Way �j47 Atlantic Beach,R 32233 cea= w EXTERIOR uc u.ir-n.,. "h. "F. "V' "O.T.M." •D" 'T"or'G' ��-© *Fit, S. "HPf Q w oU (f j (ft) (ft) (+b) (lb/Ft) Qb/n) (ft) M (um"e") Qb) (ft) ty AZ � L-71. !S 3 Zai kj 70 04 ___L_ 3 eo- - 0 m� 3-7,1 A Al li- z� 3 zzg NIA 03 A! 9)= "NP" DESIGNATES THE NAILING SPACING AT PANEL EDGES AND 1.. f�11 \ WALL A LL— U A LU U L A ! i U W INTERMEDIATE SUPPORTS FOR EXTERIOR WALLS, OR THE SCREWS SPACING AT THE PANEL, EDGES AND INTE10A DIATE SUPORTS FOR INTERIOR WAUS. LIMM O'U*RYASF NOTED. FOR D(M�E: 6`112' FOR AN E1FfE2',`IM WALL, MEANS THAT 7/16' OSn EOR FIRST STORY_ WALLS SHEATHIYNIG SHALL BE NAILED AT 6" 0.0- ON PANEL EDGES AND AT 12" ^- 'N-Ou€nIATE SUPPORTS. �-- 1 � i CATHEDRAL CEILING I I I I i 1 CATHEDRAL CEILING � 1 BEDROOM I FLAT CEILING 1 13EPKOOM yl BELOW I 1 8'FLAT CEILING 8'FLATCEILWG V i HALL HALL IOD -- 8'FLAT CEILING 8'FLAT CEILING Hi LAUNDRY BATHLAUNDRY 'I BATH a 71 a3 r�Ew� 1 � "OPEN BELOW 8'FLATCEILING '1 N BELOW / MASTER DATH MASTER 6ATH 'FLAT CEILING _1 CATHEDRAL CEILING CATHEDRAL CEILING I �' CLOSET jt CLOSET CATHEDRAL CEILING I CATHEDRAL CEILING MASTER BDRM ATTIC MASTER BDRM ATTIC - ---------------- No. (rt) (ft) (it) (lb) (+b/ft) (lb/ft) (ft) Qb) (unites) WA TWO {4; 70 3L NJA- 3� IBJ A ,. f -^ErxtATES THE NAtLM O2 S�ACAT PA EDGES AND G� SHEAR VALL CALCULATIONS 'lR EXTERtOR t)R WALLS,AT ME St�tEiNS I+TMMMA'M SUPoaTS Fa? 7/1 6- FOR SECOND STORY WAI 1 IYN,AMC ri-cd*it c, ime. 3167-20.13,ST.JOHN*I5LUr*r ft JACK90WO Ise.IFL 322A6 Date: I Mr. Don Ford City of Atlantic Beach Inspection Department 1 800 Seminole Road, Atlantic Beach FL 32233 r° Don — We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Yours truly, CIN OF ATLANTIC BEACH cG-vy c c c G.L HUILDINC3 OFFIGI~ Gary Perkins DEC 0 9 20 3 Dynamic Electric, Inc. Gc� Re: 1a4 Pr6 Residence: J n .0 �lJ tkkV rd Address: la ��•``PEN L. BF%,,� ON Permit #: -- Q C0 0 0 ©; DD092737 a �� •°•4v' rrrllllied=° DYNAMC ExxCir lFC, iNIC. 3167-201 S.ST.JOHN*NWF3'Fav .eaC3cwtMLL .IFSL 32246 Date: Ia Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Yours truly, ^� APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE Gary Perkins DEC 0 9 2003 Dynamic Electric, Inc. Re: I 3 Residence: &N Address: 55c 1) hZ(0VDr("Vj— Permit #: _ o: DD092737 N:*E 7064 Davia Creek Road Tracking No j Jacksonville,Florida 32256 �j EllisUssoclatesim Fax:9040884 97060 PtoReport N .: 2 l-+ Report Na.: Page of Lab No.: Report of In- lace Den ity .Asphalt or Soil Tests or Coring for'Thickness(--circle one--) Project: / Contractor: Method: L Reported To: Location by: Location. Course: Material: tile Spec. Requirements: Date Tested: m ass/ Location ! Base/LR/ Ary Max. %of Moist aal/ V Asphalt Density Dry Max % Retest Thickness Density's Den 7,9 *Soure f octor(Project Number) Pt- est Meets Specification Requirements l!-Test Fails To Meet Specification Requirements R-Retest ----------------------------------- Ptltployce Name ; Standby Approval Billing Comments _ Trip Charge(Job Canceled) i Superintendent Printed Name _Out of Town Mobilization(Tool) Clty Superintendent Signature L--------------------------------- white ------------------ ------------white copy-affirm•uvo R e c e i v e d T m-e-A U li ' 7 • 4�3 7 P MW-roe-tlie"t use (office use) ' CITY OF ATLANTIC BEACH r3 FLOOD PLAIN DEVELOPMENT INFORMATION Location: Type of Development: (, '1 1 i Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ord`lnariaes affecting the proposed development. Applicant's Signature: Date: 5 4,� /a3 Department Use: Required lowest floor elevation: As built lowest floor elevation: ` Z` Survey filed with Building Department:— I (�— ("I - Ij Buildm partment epr entat Revised 1/17/63 Uec,12, 2003 9:53AM BESTCON, Inc. N o,0 9 3 8 P• 1 ROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Dec. 12 2003 08:25AM PS BLOCK 4HSHOWN ON �OF LEWIS SUBDISURV19Y OF VISION AS RECORDED 1N PIAT BOOK 24, PAGE 92 OF THE CURRENT PUBLIC RECORDS OF WVAL COUNTY, FLORIDA. NORTH AWWW DOWN IS SCALED FROM REGMO PLAI W 19 M MTMIAL PW1P�ONLY. TRUE IJORTH MAY VMY. (FORMERLY CHURCH 'STREET) OUT-rON ISLAND ROAD (60e R/W) —�,D—a W—n:)L IT �f V d 0 ., 120 .ROORD Roo E6 12.5 F- IN G1 ae• w rc i S W v 4 1= v rRAME DUPLEX 1. z akl< NO. 550 & 552 '� � 1S" EAVES F w 1Ny- f7N FL Cr- (14.62) IM x.5 U O x Ixs 12.r w CDNCRE'lr Pw1w•• H Y Z- 2 h' w/s1ePs t+ O � 9 03 Pot } t4 xr N x< x � � Q LOT 12 0o_ � ,. mi M ~O tv i 65.00' d I N y w w 0 rc? LOT 6 Z e3 r3 FMAL SURVLVI 1 •2003 NOTE: FOUND ALL IRONS FOUNDATION *A 7-22-2043 NOTE., FOUND ALL IRONS. EXCEPT AS NOTED I ?1 � y THAI IFNS SURVL vtKrUNNED UWER NY RESPON518LE DIRECTION MEETS THt N WINIMU►1 STANDARDS FOR LAND SURVEvORS IN ACCORDANCE 1MTH CHAPTER 81017-0. FLORIDA �("��p� � AD)dMTMTIW CODE(PURSUANT TO SECTION 472047. FLORIDA STATUTES). AND FURTHER CERTIFY THAT = U C®G'TDtM(O w(o�N�1Wr 714ME ARE NO VISIBLE ENOAOACNMENTS UPON IN! WJW&t1I WKUPLKTY EXCEPT AS 3HQVm- MIM IV 61iVZ1704 Sue X. aI11Y[K.A Fa�ee►as eeaeAiK Tn i w VOTM Fl OLID AND A MS. INC, a aA,M As scutD FROM THE FLOOD INKRwMIN RAN 1643 NANO AVE.. 4AO(SONV1LL15.FL, 54207 I AI 1101H 4A09, OoMwm V PAN(.- 116mg_OOMD DATED A-17-m- - P. C ► a.T. SURVEYED NOVEMBER 13 2002. �a WAVE FD 11SGALk-, 1" r 'l(1' kplow AY FIELD BOOK i'At 44 VEV0R NO. >,FL°m0A --�— —, —§A BIOSE A. HILL JR. wR n.. ... . I Y• n 1. n.n n... ...............r....,. ...�..,.,� ...,...........r.. s f"m mm OIn(4s wo1ID) FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Mau. ,12 2003 01:30PM P2 MAP SHOWING BOUNDARY SURVEY OF LOT 12 BLOCK 4 SHOWN ON .111'AP OF LEWIS SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 92 OF THE CURRENT PUBLIC RECORDS OF' DUVAL COUNTY. F1 ORIDA. N(,RTH ARROW SIIOWN IS SCALED MOM RECORD PLAT AND IS FOR PICTORIAL PURPOSES ONLY, TRUE NORTH MAY VARY. NOTE: NO "PROTECTED TREES ON LOT Ro D = F L. (20,0� CHURCH STREET (60' RIW) 65.00' 90 .� m O� 0 00., o"WE DRIVE 3 r Zq' RL — Al, r 24..(, 9 1.F g, a r h r; cH QRoPt ED Pnaa ry 0 O I Q a F(gL X-j PROPOSED N � f I w DUPLEX 1- a { 1 x� I � 12.5' .► ( anno r.. 0 O Q .. x jx Lf_)T 12 90006U 65.00' Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 5/12/2003 CONSTRUCTION JOB ADDRESS: Lot 12 of Block 4 Atlantic Beach Church Street Atlantic Beach, FL All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable—"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: NA Slump: NA Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: N/A If Concrete Block-Size: N/A Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A NIA Reinforcing: NIA Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: NIA DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: NIA Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A T Fill: N/A Vapor Barrier: N/A Finish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 1 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish &Curing Compound/Sealer: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh I Fill: Sand Thickness: 4" Size:Varies Finish &Curing Compound/Sealer: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 1 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 3'wide Finish&Curing Compound/Sealer: Broom PATIOS-Concrete Mix or PSI: 2500 1 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness:4" Size: 8' x 10' Finish &Curing Compound/Sealer: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 16'wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: 2-#5 at perimeter FOUNDATION BOLTS-Spacing: '/z"x 10" 32"O.C. Location:At perimeter EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location:Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists;floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates;sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks,treads and risers. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: NIA Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size:4'x8' Corner Brace Material: N/A Wall Siding Material:CERTAINTEED Cedar Impressions(front)&Mainstreet Size: Varies (Sides&Rear) Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members:Common or Galvanized(weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim:8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists NIA N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 224/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top& Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows &Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A NIA NIA N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material:#26 galvanized steel Windows:Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material:Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: NIA Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6" pre-painted galvanized steel TStep Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge E I BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (including Storm Doors Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal X-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other: BESTCON,INC. 2440 South Beach Parkway -Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1700 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Masonite WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 6 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock ,�2 Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or +/2" Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 112"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach 11. CABINETS,VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: NIA Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: NIA FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile&Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath:w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: JANITROL C/U CPKE30-1A A/H A30-05 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, &Number: CODY One-way throw-11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model &Numbers: N/A Stove Vent: N/A Dryer Vent:4" metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach 14. PLUMBING: Waste Disposal-Public: City of Jacksonville Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Jacksonville Beach Private: N/A Pressure Reducing Valve-Make&Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/4" House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue 3/"TO'/" House to Kitchen Sink CPVC SCD40 Glue 3/"TO%" House to Refrigerator CPVC SCD40 Glue %"TO'/" House to Dishwasher CPVC SCD40 Glue 3/"TO 1/2" House to Ice Maker N/A L_ I I Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number,etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type&Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type& Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach Fixture Description-Brand Name, Model Number, etc, Size/Other Kitchen Sink Eljer C/1 33x22 4 hole 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No.of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 4 4 15 Dining/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath#1 Bath#2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom#1 15 amp #14 CU 1 1 5 Bedroom#2 15 amp #14 CU 1 1 4 Bedroom#3 Closet#1 15 amp #14 CU 0 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-11 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage(front wall bracket) Progress 5846-11 1 Front Porch (O/H) Progress 5805-11 1 Kitchen Sink (O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach 16. PAINTING: PAINT, EXTERIOR: COLORWHEEL CW#300 Number of Coats: 2: N/A Siding: Vinyl Trim:Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: NIA Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: COLORWHEEL CW#350 2-coats Swiss Coffee L-4 Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach 18.CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: Not Included Elsewhere Garage Door Opener Brand Name& Model: Pre-wire ONLY Attic Fan Brand Name&Model: N/A Skylight Brand Name& Model: N/A Roof Ventilator Brand Name&Model: N/A Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name& Model: N/A Style&Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name&Model: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 Owner:Duplex SPEC Lot 12 of Block 4 Atlantic Beach 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: 3,000 SF of Floritam St.Augustine Number and species of plants: 30-3 gallon plants(species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE(Tentative) Wallpaper, Materials, &Labor N/A N/A Floor Coverings-Carpet Portico- Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong-Memories N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach - FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 12/23/03 Parcel Number . . . . . 172374-0000-1 - Property Address . . . 550 W DUTTON ISLAND RD ATLANTIC BEACH FL 32233 Subdivision Name Legal Description . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BESTCON, INC. Contractor . . . BESTCON, INC. 904 246-3747 Application number 03-00026049 000 000 Description of Work TWO FAMILY RESIDENCE Construction type . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Bui ding Offi ial VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 12/23/03 Parcel Number . . . . . 172374-0000-2 - Property Address . . . 552 W DUTTON ISLAND RD ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . BESTCON, INC. Contractor . . . . . . BESTCON, INC. Application number 03-30026049 000 000 Description of Work TWO FAMILY RESIDENCE Construction type . TYPE VI Occupancy type . . . . Flood Zone . . . . . . ZONE X Approved . . . . . . . Lo C--,`'' `f Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH 11 Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: J 2Z) Its) 03 Contractor Name: 'BcSi 0n Permit #: V�b - 'G')�'UGL4 f Property Address: 5001✓. ' �_ � =5L' DI-z- Legal Description: LO1.2 BU0U4- `T Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single-Family Residence ❑ Commercial Er Other: _DL) Lowest Floor Elevation: LJ' �-- Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. ------ Public Works _ / .5_ 12, - Planning Z _Planning Dept. _ s Building Dept. 2_ 3 3 z- 2- Final Final Survey with FFE Yes ❑ No All Re-Inspect Fees Paid LIQ Yes ❑ No f+�LJr1 •� t` CITY OF ATLANTIC BEACH ' Ss1 j 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 is Y• Application Number . . . . . 03-00026560 Date 7/24/03 Property Address . . . . . . 552 DUTTON ISLAND RD W Tenant nbr, name . . . . . . INSTALL 15 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON, INC. DON HARRIS PLUMBING 1484 LAUREL WAY P.O. BOX 14668 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 246-3747 (904) 772-0900 ----------- ---------------------------------- ------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 140 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $MIMING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 6tiff' / OWNER OF PROPERTY: A&kwon TEL4M PLUMBING CONTRACTOR: DON HARRIS PLUMBING CO. _nGu-+ 668 CONTRACTOR S ADDRESS JACKSONVILLE, FL. 322.10 sm a 900 STATE LICENSE NUMBER: TEL. HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER G r TOTAL FIXTURES: - X $7.00 +$35.00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTO ! INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS -(904) 247-5826. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026505 Date 7/16/03 Property Address . . . . . . 550 DUTTON ISLAND DR Tenant nbr, name . . . . . . 50AMP, 1PH, 3W, 240V NEW Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON, INC. DYNAMIC ELECTRIC COMPANY 1484 LAUREL WAY 8802 CORPORATE SQ. BLVD. #108 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 246-3747 (904) 726-8144 ------ ---------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation ? 0 Fee summary Charged Paid Credited Due - ---------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 y� ,s :k, BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST P 0- 3 MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILU t-UNSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDIlOFFICIAL ,..at � �O�� 1UJ• CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 2063 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: r� C " MASTER ELECTRICIANS SIGNATURE- OWNER OF PROPERTY: C �� _ _-- JOB ADDRESS: ---5 5 D . ZJ L(j_Lrs kqnd br - -_ RES.(0--"'APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW(A)-�OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( SIGNS( ) SQ, FT. SERVICE: NEW{y _INCREASE( ) REPAIR( ) CONDUCTOR SIZE AMPS: COPPER( ) ALUM. ) FEES SWITCH OR BREAKER C) AMPS I PH 3 W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZENO. SIIZZE-�—�— NO. SIZE _ LIGHTING OUTLETS f CONCEALED JOPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 3 LI 00 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED0.100 AbiP5. FOVER i APPLIANCES _ BELL TRANSF. AIR H.P. RATING H.P. RATING I CELL. KW-HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT �— 0-I OVER MOTORS H.P. VOLTAGE PHS :NO- I H.P. VOLTAGE PHS 1 i MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: --�� j!O. � KVA NO. jKVA NO.NEON TRANSF. O VA I MA MOTOR SIZE SWITCH I FLASHERS EACH SIGN 800 Seminole Road•Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 - http:Uwww.ci.adantic-beach.fl.us RnvitrA n /17/61 C, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ;r ATLANTIC BEACH, FLORIDA 32233 m INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026049 Date 7/24/03 Property Address . . . . . . 550 DUTTON ISLAND RD W Tenant nbr, name . . . . . . NEW DUPLEX WITH 552 Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 207840 Owner Contractor ------------------------ ------------------------ BESTCON, INC. BESTCON, INC . 1484 LAUREL WAY 1484 LAUREL WAY ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3747 (904) 246-3747 ---------------- ------------------------------------------------------------ Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 15 FIXTURES Sub Contractor DON HARRIS PLUMBING Permit Fee . . . . 140 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMITt�-v r. JOB LOCATION: OWNER OF PROPERTY: On TEL. PLUMBING CONTRACTOR: nnu i. ' r CONTRACTOR'S ADDRE '' ` �2 STATE LICENSE NUMBER: 4 904) r'I2-�3��0r HOW MANY OF THE FOLLOWING FIXTURES 1 RE-PIPED OR NEW f SINKS SHOWERS LAVATORY WATER HEATERS 1 BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: X $7.00 +$35.00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS -(904) 247-5825. FROM :CLARSON & ASSOCIATES FAX N0. :904 396 2633 Mau. 12 2003 01:30PM P2 MAP SHOWING BOUNDARY SURVEY OF LOT 12 BLOCK 4 SHOWN ON .MAP OF LEWIS SUBDIVISION AS RECORDED IN PLAT BOOK 24. PAGE 92 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FI ORIDA. NORTH ARROW SIIOWN IS SCALED FROM RECORD PLAT AND IS FOR PICTORIAL PURPOSES ONLY, TRUE NORTH MAY VARY. NOTE: NO "PROTECTED TREES ON LOT Roy - F i.. (20,0) CHURCH STREET (60' RIW) 65.00' �. x-- 9 - }})Oi OO: Nj DRIVE DRIVE �Q LL 2pu — �<.... ,�2 5' F ROP SELF O O o PROPOSED %il. DUPLEX �- I 7 1 l \r �a` x 12. ' L-700W PA-no O x O I J O Q .. x x . . 1r — . J 20' vitt ~� LOT 12 „ •OU 90. o O� . �� J x 65.001 J �} DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 FAX:(904)247-5843 SUNCOM:852-5834 r -+ http://ci.atlantic-beach.fl.us f PLAN REVIEW COMMENTS FROM THE PUBLIC WORDS DEPARTMENT Permit Application # 0" JL� Applicant: C S . C;c:y� r'1 C--- Address: � Project: t\-11 c/1 ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: Provide erosion & sediment control plan. Provide a preconstruction survey prepared by a Florida Licensed Professional Land Surveyor, showing 1 ' contours . Provide proposed drainage plan - show pipes under driveways . Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy,P.E.,Director of Public Works .� Date Signature Contractor Notified Date ' CITY OF ATLANTIC BEACH .fy 800 SEMINOLE ROAD J e� ATLANTIC BEACH,FLORIDA 32233-5445 1� TELEPHONE:(904)247-5800 kz � . FAX: (904)247-5805 SUNCOM:852-5800 r ,�� , •��.�� http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # F' '-,� -- 4, D LJ A- 03 - � Applicant: Address: �5 J 0 YI Project: t\J t;LCA u; 2 /Your application is approved n Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by oyo &6 r-0 Signed SL) C I/N Date S /,9 - 03 Contractor Notified Date Map Output Page 1 of 1 JAXGIS Property Information 24. 0 I� 2019 2414 2413 24(18 2447 2434 2 .2042 2441 ss-o ss f 6" 618 618 1953 1 3740 0 II 1'0.38 M 1935 192? 1924 III II ,704 1913 1$12 I 14 III. 1646 1"2 1611 142 Cop yf1S ht JC)2002 C Ky of Jackmnwilk 171 Q Total at ap /ood E# Name Address Value cres ook nel egal Descriptions one andUse onfng T REAL ESTATE GROUP OF THE SE 4-92 17-2S-29E 172374 000 INC 11636 .21 4 51 LEWIS SUBDIVISION NO 2233 LOT 12 BLK 4 http://maps.coj.net/website/DuvalMaps/toolbar.asp 5/12/2003 c ' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �..r RIT Application Number . . . . . 03-00026049 Date 9/23/03 Property Address . . . . . . 550 W DUTTON ISLAND RD Tenant nbr, name . . . . . . NEW DUPLEX WITH 552 Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 207840 Owner Contractor - -- -- - ----- -- - -- - --- - - -- - --------- - -- --- ---- ---- BESTCON, INC . BESTCON, INC . 1484 LAUREL WAY 1484 LAUREL WAY ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3747 (904) 246-3747 ---- --------------------- ---------------------------- ----------- ------------ Permit MECHANICAL PERMIT Additional desc INSTALL NEW HVAC Sub Contractor CHAPPELL HEATING & AIR Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL a BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I. Street Address: f,f LOCATION OF Intersecting Streets:Between And BUILDING I Sub-division II. INDENTIFICATION—To be com eted by all a plicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical /1 l �/ ^ Contractors d Contractor Print 1. / /�/�/}�/7- Master Name of Property Owner 6 Signature of Owner Signature of Or Authorized Agent C Architect or En ineer III. GENERAL INIFORMATI9V A. Type of heating fuel: B. e Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? O Oil ❑ Other—Specify IF YES,GIVEAUtytBER OF C NSTRUCTION PERMIT „-(p IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED Residential or _ Commercial New Building (Provide complete list of components on back of this form) O Existing Building ® Heat _Space _Recessed _Central _Floor O Replacement of existing system ❑ Air Conditioning: Room Central 0 New Installation(No system previously installed) i Duct System: Material Thickness O Extension or add-on to existing system Maximum capacity /Z 0 cfm 13Other- Specify O Refrigeration ❑ Cooling tower: Capacity ttpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY 0 Elevator: _ Manlift_Escalator (Number) (Received) 13 Gasoline pumps (Number) O Tanks (Number) Remarks O LPG containers (Number) O Unfired pressure vessel permit Approved b Date ❑ Boilers pp y O Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency Co b w!z/a ZgatJE 3 u L HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency O a 64t_.. TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency a 9 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections 1, II, III, and IV. I. Street Address: S5S7 o oi LOCATION OF Intersecting Streets: Between And BUILDING Sub-division o II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical �s Contractors Contractor Print C �e., Master Name of Property 1 Owner C U Signature of Owner Signature of Or Authorized Agent Architect or Engineer 111. GENERAL INFORMATIO A. Type of heating fuel: B. A Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? V'P.� ❑ Oil f ❑ Other–Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT Z19 IV. MECHANICAL EQUIPMENT TO BE __N '' URE ON'WORK INSTALLED ir Residential or _ Commercial L9'—New Building (ljovide complete list of components on back of this form) O Existing Building 3 Hsu _Space _Recessed 'Central _Floor ❑ Replacement of existing system Cl Air Conditioning: Room Central New Installation(No system previously installed) W---Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacity l 2 uy cfin (3Other- Specify ❑ Refrigeration ❑ Cooling tower: Capacity Rpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator_ (Number) (Received) El Gasoline pumps (Number) ❑ 'ranks (Number) Remarks ❑ LPG containers_ _(Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers Cl Other–Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units D cription Model Number Manyfacturer Capacity Approving lfl Z 2l• 3 C 1 L«+.j "Tons Agency HEATING–FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU) Agency / rs.f a _7 6 t-jv TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency A �L?l CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 J INSPECTION PHONE LINE 247-5826 `tYr1J�S'� Application Number . . . . . 03-00026936 Date 9/23/03 Property Address . . . . . 552 W DUTTON ISLAND RD Tenant nbr, name . . . . . INSTALL NEW HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----------- ----- -------- ---------- - ---- ---- - ---- BESTCON, INC . CHAPPELL HEATING & AIR 1484 LAUREL WAY 1344 JAMAICA ROAD E . ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 246-3747 (904) 72.4-1344 ---------- ----------------------------------- -- --------- -- ---------- -------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ------------- ---- ---------- ---------- ------ ---- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 a BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL