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388 11TH ST - REVISION 2-28-18 4-'• 1 CITY OF ATLANTIC BEACH , 4 800 Seminole Road . f E B 2 g 2018 1v Atlantic Beach, Florida 32233 f4litiii., , REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date -- 0 Af A Revision to Issued Permit`�j Corrections to Comments_ Permit#R, 51--7---a,6 ( Project Address 3 a i' Contractor/Contact Name E l'r_ C 0l�( 4-E'p[,l/��S /JIeiq J d c: Phone 7c) &( -9 iii+3 Email 1► ✓Yl P -e i c - COO Description of Proposed Revision/ Corrections: Permit Fee D $ ca .d!...) - . , tie. -c1 0. vic, ir - e 55 C, .1-- en( - r 1? un , Additional Increase in Building Value $ C2 Additional S.F. go ., By signing bele , , A �O ' e- affirm the Revision is inclusive of the proposed changes. q ( rinted name) 8074— Signature o ontracto Age ontractor must sign if increase in valuation) Date (Office Use Only) Approved 2( Denied Not Applicable to Department Revision/Plan Review Comments 604TQ[I" ivp,e i- 1 10 Lapi n S/ ply c-c • Department Review Required: �� ruildng Planning & Zoning V Reviewed By Tree Administrator Public Works Public Utilities 4/06/ ir Public Safety Date Fire Services a Alpine, an ITW Company P 2400 Lake Orange Dr.,Suite 150 /111164. Orlando,FL 32837 Phone:(800)755-6001 ALPINE alpineitw.com —Site Information: Customer Accu-Span Truss Company Job Number: 17002-repair JobDescription: Cohen Residence/Cohen Residence-Epic American Homes Address: 388 11TH STREET City, State,Zip: Atlantic Beach, FL Name, Address and License #of Structural EOR if one exists for the building: Name: License#: State: Address: City, State,Zip: Job Engineering Criteria: Design Code: FBC2014RES Design View Version: 17.02.01.1114.21 JRef#: 1 W 8a4080001 Wind Standard: ASCE7_10 Wind Speed(mph): 130 Roof Load(psf): 20.00-7.00-0.00- Floor Load(pst): 40.00-10.00-0.00- 10.00 5.00 This package contains a job notes page, 12 truss drawings and 1 details. Item Seal# Truss Item Seal# Truss 1 038.18.1310.11360 FO6A 2 038.18.1310.15947 F14 3 038.18.1310.16780 KO1 4 038.18.1310.17563 HJ8 5 038.18.1310.18380 EJ78 6 038.18.1310.19067 CJ68 7 038.18.1310.22993 CJ48 8 038.18.1310.23923 CJ28 9 038.18.1310.25237 CJ18 10 038.18.1310.28803 CJ8 11 038.18.1310.36850 CJ6 12 038.18.1310.51540 CJ2 OFFICE COPY SHOP DRAWING REVIEW DISPOSITION REVISION the designATTENTIOconcept oncep of theReview of hop p project alngs is only for coformance ith nd does not relie enthe contractor BP# g&5/ / 0/6/ of responsibility for any deviation from the requirements of the shop DATE 3 / 6 001 drawings.Contractor shall determine and verify all field measurements. SIGNED my APPROVED 0 RETURNED FOR CORRECTION El APPROVED AS NOTED 0 RETURNED WITHOUT ACTION Uuniqui 0 NOT APPROVED /61S1710, FL❑SEE TRANSMITTAL LETTER fir,COMMENTSfBY •�PSDATE _- �34A5 ♦' HUL t •G RING,INC. FL CERT.25846 • 11481 STAUG1 tllJ1E RD.#202 +Ii JACKSONVILLE,FL 32258 ; O. ;(•648 • * 1 i • Et► ;� 's,'8s • • 0 t.z, $ '1 , �ONAI E -'"lfwmwsitob- This document has been electronically signed and sealed using a Digital Signature.Printed copies without an original signature must be 02/08/2018 verified using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 2/8/2018 9:40:11 AM Job Number: 17002-repair Ply: 1 SEQN:126305 /T104 SY42 Cust:R408 JRef: 1W8a4080001 Cohen Residence/Cohen Residence-Epic American Homes Qty: 3 FROM:JB DiwNo: 038.18.1310.11360 Truss Label: FO6A KM / DF 02/07/2018 6'4"87'6"8 12'9"8 16'11" 6'4"8 �- 1'2" I 5'3" I 4 '1"8 I0 I—2'6" I 2'6"12---I I---2'6"12—I (TYP) 1114X4 1111X3 1X3=5X6 =3X6 1111X3 1111X3 1112X4 =W=3X4 =1X3 A B C D E F G H I J T yJ __ Tr1 R — Q P 0 N -'M L =6X6 =4X4 =W=3X4 =3X8 11"8 FA 11'11"8 j 4' F 16'11" - - --- - -i Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.049 E 999 360 Q 2416 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.128 E 999 240 M 1091 /- /- /- /- /5.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.016 B - - Q Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.034 B - - M Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Q&M are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.767 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.473 Members not listed have forces less than 375# Rep Factors Used:No Max Web CSI: 0.546 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:O(0)/0(0) I:NA GCpi:NA Plate Type(s): B-C 1478 -26 F-G 671 0 Wind Duration:NA WAVE VIEW Ver.17.02.01A.1114.21 C-D 451 -860 G-H 671 0 Lumber D-E 442 -869 H-I 671 0 E-F 438 -859 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Dense Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#2 Dense Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3:W3 4x2 SP#2 Dense: Lumber value set"13B"uses design values R-Q 28-1302 O-N 869 -442 approved 1/30/2013 by ALSC Q-P 447 -956 N-M 614 -329 P-O 447 -956 Plating Notes All plates are 3X4 except as noted. Maximum Web Forces Per Ply(lbs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail R-A 0 -1256 C-0 801 0 STRBRIBR1014 for bracing and bridging R-B 2151 -41 N-F 513 -252 recommendations. 11MIAtllq/r B-Q 0 -1807 F-M 47 -1150 Deflection estimate assumes composite action with S Rt r,7% Q C 0 -1299 M-I 0 674 single layer of the appropriate span rated glue-nailed 8 Ov� �;.....�! 'A wood sheathing. �.••�GG `S ��+/� This truss spaced @ 24.0"oc supports additional Q • concentrated load at left end from 10.00'stud wall ? (13.75 PSF)supporting 44-0-0 roof spans with 2-0-0 4 71.; overhang.Roof load:20.00 psf LL and 7.00 psf DL. a� ; I ; � • Truss must be installed as shown with top chord up. * . ! *, : * - ATE Ci 4 • 44, 4.. %y�dl.>. ...,•O R \�J ria C� 4* ��ssi NAI. -� #0 278 ii'W—ilirtraitwtot• 02/08/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)'Or safety practices prior to performing these functions. Installers shall provide temporary bracingper SCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attachd rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracinginstalled per BCI sections B3,B7 or B10, as applicable. Applplates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW B ildl'n ompon nts Group Inc.shall not be responsible for any deviation from this drawin an failure to build the c , truss in conformance with ANSITT 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing µ„wl,, . g or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of oroTessronar en lneering responsibility solely for the design shown. The suit-ability and use of this iirawing for any structure is the responsibility-of the Building Designer per ANSI/TPI 1 Sec.2.gSuite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn,TPI. www tpinst org,SBCA. www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 17002-repair Ply: 1 •SEQN:877153 /T29 SY42 Cust:R408 JRef: 1W8a4080001 Cohen Residence/Cohen Residence-Epic American Homes Qty: 3 FROM:JB DiwNo: 038.18.1310.15947 Truss Label: F14 KM / DF 02/07/2018 5'4"8 6'4"811'8"8 5'4"8 1' I 5'4" H P"1 2'6" 1 2'6"12 I I– 2'6"4 –{ P{ (TYP) 1111X3 1111X3 1X3 =3X4 1111X3 1111X3 =3X4 =1X3 A B C D E F T 8 _ 61+ ^ ' '1 1 — K J 1 H 3X6 =3X4 =3X4 =3X6 i 11'8"8 - i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.061 C 999 360 K 631 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.103 C 999 240 H 631 /- /- /- 1- /5.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.012 H - - K Min Brg Width Req= 1.5 EXP:NA HORZ L: 0.021 B - - H Min BrgWidth Re 1.5 Des Ld: 55.00 Mean Height:NA ft � ) q NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings K&H are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.472 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std. 2007 Max BC CSI: 0.495 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.316 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT'o(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0 -1441 D-E 0 -1440 Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 0 -1449 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 Dense Bot chord 4x2 SP#2 Dense K-J 1026 0 I-H 1025 0 Webs 4x2 SP#3 J-I 1449 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail K-B 0-1140 I-E 520 0 STRBRIBR1014 for bracing and bridging B-J 518 0 E-H 0 -1140 recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. I�lltimi f. Truss must be installed as shown with top chord up. fill. SF/ 4711/14 SF.'' If a • 0. ; .648 • • ` * • * • # • S. • = ,0 ; ATE ' ; � �� ••:��OR\ 1'. , r, #0 278 'y, !oNAt, ,,t, 02/08/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BCSI sections 53,B7 or B10, as applicable. Appl plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE I drawings 160AZ for standard plate positions. Alpine,a division of ITW Buildinac�Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ,.,,,,,,0,1,40, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essronar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE: www.alpineitw.cam,TPI'. www.tpinst org,SBCA. www.sbondustry corn.ICC. www.iccsafe org Orlando FL,32837 Jab Number: 17002-repair Ply: 1 SEAN:126280 /T99 HIPS Cust:R408 JRef: 1W8a4080001 Cohen Residence/Cohen Residence-Epic American Homes Qty: 1 FROM:JB DrwNo: 038.18.1310.16780 Truss Label: K01 KM / DF 02/07/2018 1'11"141 51"6 I 102"6I 15'3"14 I 20'4"13 I 23'6"6 _I 25'6"3 1'11"14 3'1"9 5'0"15 5'1"8 5'0"15 31"9 1'1194 =5X6 =4X6 D E 12 6 L " y X4 '3F4 to in rn 11164 III G4 r A H _ 11-2 .. - ili -I =I 2X4(A1) -3X6 =3K44 =5X6 I3ri =2X4(A1) 1,9,•2 j 22' j 1'9"2-I I 2'1"8 I 8'0'12 I 4'11"12 I 8'2"8 I 21"8 I 21"8 10'2"4 152" 23'4"8 25'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.059 K 999 240 L 1788 /278 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.135 K 999 180 I 1788 /276 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 I - - Wind reactions based on MWFRS EXP:B Des Ld: 37.00 HORZ(TL): 0.067 I - - L Min Brg Width Req= 1.5 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Bearings L&I are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.850 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.796 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.793 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 36.00 ft FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.01A.1114.21 C-D 441 -2403 E-F 443 -2403 Lumber D-E 384 -2116 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Dense Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 L-K 1685 -304 J-I 1684 -304 Lumber value set"13B"uses design values K-J 2102 -383 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) p Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 56 plf at -0.14 to 56 plf at 25.64 L-C 458-2221 J-E 468 0 BC:From 4 plf at -0.14 to 4 plf at -0.01 C-K 507 -88 J-F 507 -89 BC:From 20 plf at -0.01 to 20 plf at 10.22 D-K 460 0 F-I 459 -2205 BC:From 10 plf at 10.22 to 10 plf at 15.28 BC:From 20 plf at 15.28 to 20 plf at 25.51 BC:From 4 plf at 25.51 to 4 plf at 25.64IRIIIUIrrprf TC: 135 lb Conc.Load at 10.25,12.09,13.41,15.25 � 5 RAN' BC: 479 lb Conc.Load at 10.22,15.28 �7 f 4�j BC: 95 lb Conc.Load at 12.09,13.41 /Si •��.s■ ' ••.w.- f�Purlins 0 SF....• In lieu of structural panels use purlins to brace all flat • TC @ 24"oc. 1 ` O• ;(•648 •• • • Wind _ l�f 1 : / * i * s Wind loads and reactions based on MWFRS. A `• I • Left and right cantilevers are exposed to wind =,1;• ATE i 0I t),� '•. OR\Pi �.0,.. AP F •••.•.•..•• #0 278''�4r`YS'/ONA1-.%� v�'t' ymywn�t uta..._ 02/08/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ANf W COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of_trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of orafessfonar engineering responsibility solely for the des�/qn shown. The suitability Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 S-ec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org:SBCA. www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 " Job Number: 17002-repair Ply: 1 SEQN:126264 /T23 HIP_ Cust:R408 JRef: 1W8a4080001 Cohen Residence/Cohen Residence-Epic American Homes Qty: 2 FROM:J8 DrwNo: 038.18.1310.17563 Truss Label: HJ8 KM / DF 02/07/2018 3415 7'5"8 12'615 3'415 I 4'0"9 i 5T7 D 12 4.83 p a 3CX4 e 1.: � a in 38X4 I LT-2 =2X4(A1) G E F H =3X4 =4X4 III2X4 I--210"9--{ 3'3"1i 3'1013 5'1"14 II3" 3'3"1 71"14 12'312 1213 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.010 H 999 240 H 651 /368 /28 /- /- /9.3 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.023 H 999 180 E 384 /76 /4 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 D - - 13 210 /64 /- /- /- /1.5 Des Ld: 37.00 EXP.B HORZ(TL):-0.007 D - - Wind reactions based on MWFRS Mean Height 15.00 ft H Min BrgWidth Re 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 q Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.904 E Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.721 D Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.377 Bearing H is a rigid surface. Loc.from endwall:not in 18.00 ft FT/RT:0(0)/0(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): - Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.01A1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 445 -46 B-C 213 -478 Value Set:13B(Effective 6/1/2013) WIND LOAD CASE MODIFIED! Top chord 2x4 SP#2 Dense Provide(2)16d common(0.162"x3.5")toe-nails at top chord. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Dense Provide(3)16d common(0.162"x3.5")toe-nails at bottom chordChords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values A-H 35 -377 G-F 457 -164 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 55 plf at -0.12 to 55 plf at 2.64 H-B 257 -665 C-F 191 -532 TC:From 28 plf at 2.64 to 28 plf at 10.11 B-G 790 -154 TC:From 55 plf at 10.11 to 55 plf at 12.57 BC:From 4 plf at -0.12 to 4 plf at -0.01 BC:From 20 plf at -0.01 to 20 plf at 2.87 BC:From 10 plf at 2.87 to 10 plf at 10.11 IflMldp f BC:From 20 plf at 10.11 to 20 plf at 12.57 ��++ 4Apy, TC: 30 lb Conc.Load at-0.01 {��N7 F � y TC: 39 lb Conc.Load at 2.64 � •••• • ■•�• �A. TC: -36 lb Conc.Load at 3.35 ••y` , se. • TC: -34 lb Conc.Load at 5.15 r TC: 76 lb Conc.Load at 6.73 TC: 49 lb Conc.Load at 7.63 . .094 .� ee,s ee TC: 244 lb Conc.Load at 10.10 •; �. • •V•FU s BC: 20 lb Conc.Load at 2.64 BC: -48 lb Conc.Load at 3.35 i* * : * _ BC: -32 lb Conc.Load at 5.15 : •• • • BC: 51 lb Conc.Load at 6.73 M : I • BC: 27 lb Conc.Load at 7.63 s ..t��• ATE • c BC: 170 lb Conc.Load at 10.10 'c,-T ••• F P••• - 4,..'*• O Rk no.. ' Wind �i -1 •••.••• Wind loads and reactions based on MWFRS. #0 278 p vu/QNAt -,I4,4.0`4. Left Left cantilever is exposed to wind ,'N� �UnfMalWrflY- 02/08/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections 63,B7 or 810, as applicable. AppTy plates to each faceoftrussand position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MY COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.corn.TPI. www.tpinst.org;SBCA: www.sbandustry.com;ICC: www Iccsafe.org • Jbb Number: 17002-repair Ply: 1 SEQN:126230 /T114 EJAC Cust:R408 JRef: 1W8a4080001 Cohen Residence/Cohen Residence-Epic American Homes Qty: 4 FROM:JB DrwNo: 038.18.1310.18380 • Truss Label: EJ78 KM / DF 02/07/2018 1'11-13I 7'81I I 1'11'13 5'8.4 C 12 8.15 V ul2x4 e A 'l I .2x4(At) C 112X4 1----161---I 11112 5'8'4 i 11112 I 7'8' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.056 E 459 240 E 403 /- /263 /- /99 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.097 E 263 180 D 95 /5 /58 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.040 C - - C 135 /54 /60 /- /- /1.5 Des Ld: 37.00 EXP.B HORZ(TL):-0.069 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 TCDL:4.2 psf D Min BrgWidth Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2014 RES Max TC CSI: 0.366 Req= C Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.343 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.080 Bearing E is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:0(0)/0(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chord. fi". � � 4 Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. AI,4 4 S •• • • o. ; Q • 1 I (•64$ • • • • * • • • / * • • • ,.. / � A -0•: ATE #0 278 $,ss/0NAt E004' 02/08/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ,q LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drrwirig or cover pageLake e Orange Dr. listing this drawing indicates acceptance of pro esslonaengineering responsibility solely for the design shown. The suitability Suite ak and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst org,SBCA: www.sbcindustry.com:ICC' www.iccsafe.org Orlando FL,32837 • r Job Number: 17002-repair Ply: 1 SEON:126227 /T119 EJAC Cost:R408 JRef: 1W8a4080001 Cohen Residence/Cohen Residence-Epic American Homes Qty: 2 FROM:JB DrwNo: 038.18.1310.19067 Truss Label: CJ68 KM / DF 02/07/2018 1'11"13I 6'0"1 1I '11"13 4'0"3 C 12 8.15 V t. 1112X48 in a A Ii 2X4(A1) D 1112X4 I--1'99—{ 11192 4'0"3 1'11'12 I 51195 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.032 E 803 240 E 358 /- /238 /- /79 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.076 E 334 180 C 93 /43 /37 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.023 C - - D 63 /8 /38 /- /- /1.5 Des Ld: 37.00 EXP.B HORZ(TL):-0.053 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 TCDL:4.2 psf C Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.248 TPI Std: 2007 Max BC CSI: 0.241 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h Bearing E is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.057 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/0(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chord. taut Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. `V`��S ,�` �� .••' • ....-.1/O C • • 3' O. ►t•848 j. i. A • ,o•. ATE i ;•tk 9' FA.s • ••.•...• _` #0 278 �4s/QNA .�,1` VVI 02/08/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing ins-tailed per BCSI sections B3,87 or B10 as applicable. AppTplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANT;OMFANY truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawl g or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst-org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 17002-repair Ply: 1 SEAN:126234 /T117 EJAC Cust:R408 JRef: 1W8a4080001 Cohen Residence/Cohen Residence-Epic American Homes Qty: 2 FROM:JB DrwNo: 038.18.1310.22993 Truss Label: CJ48 KM / DF 02/07/2018 1'11"13 4'6"6 111"13 2'6"9 C 12 8.15 V 1112X4 B � • A Ai =2X4(A1) D 1112X4 I--1'91—..I 1'11"12 76"9 1'1112 4'6"5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.025 E 999 240 E 329 /- /226 /- /60 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.070 E 363 180 C 49 /32 /9 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.017 C - - D 27 /14 /18 /- /- /1.5 EXP:B Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):-0.049 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 TCDL:4.2 psf C Min BrgWidth Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.185 q - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.157 D Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.039 Bearing E is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:0(0)/0(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.01A.1114.21 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chord. tUt4lil�j Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. 430045S c Fqh \) sF••. . : - • 0. :(•648 ••• • I * / * s *S. = ,a•: ATE #0 278 44,„',/0NAI. 041' 02/08/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face oftrussand position as shown above and on the JomtDetails, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the dessi n shown. The sui£ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites ALPINE: www.alpineltw.corn;TPI. www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 , Job Number: 17002-repair Ply: 1 SEQN:126256 /T121 EJAC Cust:R408 JRef: 1W8a4080001 Cohen Residence/Cohen Residence-Epic American Homes Qty: 2 FROM:JB DrwNo: 038.18.1310.23923 Truss Label: CJ28 KM / DF 02/07/2018 1'11"13 3'0"11 f' 1'11"13 I 1'0"14 C 12 1112X4 I:I 8.15 V B P T In II 41 .. . l:( 2X4(A1) m.--=.4 E D 1112X4 I-1'9"1- 1'11"12 1'0"14 1'11"12 I 3'0"10H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.030 E 837 240 E 487 /27 /279 /- /40 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.074 E 343 180 D -123 /123 /8 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.021 C - - C -117 /117 /4 /- /- /1.5 Des Ld: 37.00 EXP:B HORZ(TL):-0.052 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 TCDL:4.2 psf D Min BrgWidth Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.235q= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.246 C Min Brg Width Req= - RepFactors Used:Yes Max Web CSI: 0.030 Bearing E is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 18.00 ft FT/RT:0(0)/0(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac..1.25) TC:From 57 plf at -0.14 to 57 plf at 3.05 BC:From 5 plf at -0.14 to 5 plf at -0.01 BC:From 20 plf at -0.01 to 20 plf at 3.05 TC: 30 lb Conc.Load at 0.00 Wind ,�. stlifinllufrgrrr, Wind loads based on MWFRS with additional C&C '�4 .*\pE '" p.7 FLEA:�4 member design. V� ■..�:....WAN Left cantilever is exposed to wind 5` ..vAdditional Notes ii Se . lii Provide(2)16d common(0.162"x3.5")toe-nails at top chord. ; O. ;4*648 Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. I a a #i I* i S t ATE , r.» 0 s 15 ...PtORvoto`�k. .,°' ,s, ' ..a ..• `' #0 278 %sw,`�'C NAS- '�'riu,wrusxnutogiw 02/08/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ang SBCA)fF safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face oftrussand position as shown above and on the JoinrDetails, unless noted otherwise. Defer to ALPINE L drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build11'n1 omponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the , truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of prooessionar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • , Job Number: 17002-repair Ply: 1 SEAN:126248 /T105 JACK Cost:R408 JRef: 1W8a4080001 Cohen Residence/Cohen Residence-Epic American Homes Qty: 2 FROM:JB DrwNo: 038.18.1310.25237 Truss Label: CJ18 KM / DF 02/07/2018 12 B 8.15 V u7 A 'v 2X4(A1) 1'6"8--{ 0 1'6"6 1'7"14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 C 999 240 A 59 /- /35 /- /20 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 C 999 180 C 20 /- /19 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.000 C - - B 39 /12 /19 /- /- /1.5 Des Ld: 37.00 a.B HORZ(TL): 0.001 C - - Wind reactions based on MWFRS Me Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.025 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.022 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:0(0)/0(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chord. Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. $RnIIU1 f, ieopi 4r4 r O • t S • o. :t.648 • * ' i * : * _ • • e • • • ATE #0 2789 *46,_4'1ONA�¶ �ut•7twututiove6 02/08/2018 ""WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f 'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have brawn installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the JoinrDetails , unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Build.jn CComponents Group In shall not be responsible for any deviation from this drawin an failure to build the q,,,rw COMPANY truss in conformance with ANSUTPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suifability Suite 150 and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE:www al ineitw.com.TPI: www.t inst.org;SBCA: www.sbcindustry.wm;ICC: www.iccsafe.org • Sob Number: 17002-repair Ply: 1 SEQN:126207 /T16 JACK Gust:R408 JRef: 1W8a4080001 Cohen Residence/Cohen Residence-Epic American Homes Qty: 2 FROM:JB DrwNo: 038.18.1310.28803 Truss Label: CJ8 KM / DF 02/07/2018 1'11"14 871 1'11"14 67'4 C s 12 O 1112X4 a A 'fil 2X4(A1) I112X4 i..—1'9"2 11112 I 624 1'11"12 8'2" Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.050 E 508 240 E 418 /- /267 /- /79 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.140 E 182 180 D 108 /- /66 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 B - - C 151 /45 /55 /- /- /1.5 Des Ld: 37.00 a.B HORZ(TL): 0.072 B - - Wind reactions based on MWFRS M Mean Height 15.00 ft E Min BrgWidth Re 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 q Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.467 D Min Brg Width Req= - BCDL:5.0 psf C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.329 RepFactors Used:Yes Max Web CSI: 0.078 Bearing E is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 4.50 ft FT/RT:0(0)/0(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chord. Otplppttp�� Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. 4110S !LE,C pin 4 S C/4/ F • ,; a� : • 0. .x•648 • • • * : * * = , ; ATE I ;� F •..•..... .` #0 278 y�',�,ss/ NA,- „rw�wrrwrw�+�"" 02/08/2018 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chordshall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3,B7 or B10 as applicable. AppTy plates to each faceof truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to A LPI N drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RN'ouvtiuv truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of poroTessionar engineering responsibility solely for the design shown. The suit-ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 • Jbb Number: 17002-repair Ply: 1 SEQN:126210 /T51 JACK Gust:R408 JRef: 1 W8a4080001 Cohen Residence/Cohen Residence-Epic American Homes Ory: 2 FROM:JO DrwNo: 038.18.1310.36850 Truss Label: CJ6 KM / DF 02/07/2018 1'11"145'5"8 1,11"14 I 3'5"10 C 12 6 1112x4 0 B to0 r. 2 N A IN =2X4(A1) ..--=.• D 1112X4 1'9'2--I 1'11.123'5"10 1'11"12 i 5'5"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.021 E 999 240 E 339 /- /225 /- /53 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.073 E 350 180 D 51 /3 /32 /- /- /1.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL):-0.011 C - - C 76 /28 /18 /- /- /1.5 Des Ld: 37.00 EXP.B HORZ(TL):-0.038 C - - Wind reactions based on MWFRS Mean Height.15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf D Min Brg Width Req= - Soffft: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.229 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.207 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.086 Bearing E is a rigid surface. Loc.from endwall:Any FT/RT:0(0)/0(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chord. ,�1.�.issittIrttiintioi,4lp� Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. '�S F ��4, rr , v. 648 / 1 * ■ * = y * • • - • f ie::•-• 0-‘.t..i C. ,,b7 z-...e.r N. -1 Nt . i --cam. \,,:i// ATE . Q 41 " u's'14NM- #0 278 akuuensttutpe� 02/08/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 53,B7 or B10, as applicable. Appplates to each faceoftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE" P drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Componnts Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN nw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wi g or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of oro-tesstonar engineerinresponsibility solely for the design shown. The suitability Suite and use of this yawing for any structureuis the responsibility of the P Building Desigrfertper ANSI/'P!1 Sec.2. SuOrite 150 FL,32837 For more information see this job's general notes page and these web sites. ALPINE www.al ineitw.com;TPI: www. nst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • Job Number. 17002-repair Ply: 1 SEAN:126216 /T93 JACK Gust:R408 JRef: 1W8a4080001 Cohen Residence/Cohen Residence-Epic American Homes Qty: 2 FROM:JB DrwNo: 038.18.1310.51540 Truss Label: CJ2 KM / DF 02/07/2018 1'11"22'8"14 F 1,11"2 '+' 9"121 12 C 6 1112X6 4 T T0, ic, . .- AIIIIIIIIII 4-3 -U_4 1 _l_ 2X4(A1) ►=E D 1113X6 H—172--I I- 1'11I 9"12-I 1'11" 21"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl IA Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.018 E 999 240 E 424 /3 /305 /- /26 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.044 E 564 180 D -112 /112 /8 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 C - - C -117 /117 /1 /- /- /1.5 Des Ld: 37.00 EXP.B HORZ(TL):-0.023 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Mist Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 TCDL:4.2 psf D Min BrgWidth Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.144q= - TPI Std: 2007 Max BC CSI: 0.139 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing E is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.088 Loc.from endwall:Any FT/RT:0(0)/0(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.01A.1114.21 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Dense Bot chord 2x4 SP#2 Dense Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Provide(2)16d common(0.162"x3.5")toe-nails at top chordI ri 1tnfllufwv_ Provide(2)16d common(0.162"x3.5")ice-nails at bottom chord. S Fp-% AC)" 1.g i• O. 648 • P. s .. * • 7S ...()%. $-tATE • 1„c, s 0A')...F4.OR107 . 4'1 , #0 278 I''��1a+Urvrtttintutrl1 02/08/2018 "WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)Mr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on the JoinTDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. LP E Alpine,a division of ITW Buildin omponents Group In shall not be responsible for any deviation from this drawin an failure to build the ANnwc ., truss in conformance with ANSI/ 11,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essronarr engineering responsibility solely for the design sho n. The suitability Suite 150 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see thisjob'sgeneral notes page and these web sites: ALPINE: www al ineitw.corn;TPI: www.t inst.or SBCA: www.sbcindus Orlando FL,32837 p g p p g, try.com;ICC: www.iccsafe.org STRONGBACK BRIDGING REC❑MMENDATI❑NS INP.-All scab-on blocks shall be a minimum 2x4 BUTT BRIDGING TOGETHER 'stress graded lumber.' kii�4CK `% Mo-All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' �` 0.1%1111111111111 The purpose of' strongback bridging is to -p• ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting in an overall increase in the SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0' o.c. (max.) NOTE: Details 1 and 2 are the preferred attachment methods The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO O mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) lad COMMON 2 important structural requirement of any floor (0.148'x3') NAILS OR (4) lad BOX/GUN or roof system. Refer to the Truss Design ...28'x3.0') NAILS (tfi Drawing (TDD) for the bracing requirements for �� each individual truss component. 'Bridging,' �� / particularly 'strongback bridging' is a ►� recommendation for a truss system to help %/ r / / control vibration. In addition to aidingin the � \` ` . \�� distribution of point loads between aadjacent `�/ truss, strongback bridging serves to reduce P • ftigrIO _I STRONGBACK BRIDGING 'bounce' or residual vibration resulting from �/ SPACING REQUIREMENTS moving point loads, such as footsteps. 114,to DO'None required 10'to 20'1 roe(at center of span/ The performance of all floor systems are (2) lad COMMON (0.148'x3.0') OR '20'to 30 2 roes 0 at each 1/3 polls) enhanced by the installation of strongback BOX/GUN (0,128'x3,0') NAILS AT 2x6 (MINIMUM) STRONGBACK 30'to 40 3 roes(I at each 1/4 polls) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. Over 40' space rows at 10'oc pints) bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK W/ (3) l0d COMMON (0.148'x3.0') NAILS For additional information regarding strongback OR (4)IOd BOX/GUN (0.128'x3.0') 4 g 9 9 NAILS. O ' bridging, refer to BCSI (Building Component �� `� /'..41111 Safety Information). �' v$1*ii IOW 4 r/ ..- - •..VIS Ii 110g111... � II ATTACH 1 ;, • . S • • `I TO BATT' • I eh '' TH • (2) •104'3' •- S • STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES m ; j} ; .64R • weVARNINCiss WAD NO FDL.OV ALL MTES 171 THIS BRAVING! • s TANT a FURNISH THIS BRAVING TO ALL CONIRACTOIS INCLUDING THE INSTALLERS . 1�C PSF REF STRONGBACK e� Trusses requireextreme core h fabricating,heading,shipping,installing and bracing. Reier • ( /{ ifollow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for felt! s NYC PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SI. 0 N Unless noted otherwise,top chord shall have properly attached structural sheathing and butt chord • PSF DRWG shall have a properly attached qa ceiling. Locations shown for permanent lateral restraint o • ATESTRBRIBR1014 1 shell have brachy installed per BCSI sections 33,B7 or Bla,as applicable. Apply plates to each ce P `� N of truss and position as shown above and on the Joint Details,unless noted otherwise. a ♦ DSL PSF Reier to drawings I60A-2 for standard plate poslSlons. fI�,� ♦+ � � • Y� Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation�m ++a `OR �,O••••` LD, PSF AN RW OOMP.NY tris drawing,any failure to bund the truss h conformance with ANSI/TPI 1,or for handling,shipping, /� ♦ Gif. installation L bradng of trusses. ••N N',s.• Alb A seal on this drawing or cover page listing this drawing,Indicates acceptance of professloral � a, \\13723\Rrverpnn\Drive for any s re tm solely for the f tin or The s,rtabuty and use of this drawing �' ��ika./J'��t '\.4.40 491 DUR, FAC. 1.00 \\suite\200 for any servacture b tia resppo6lUty of Hx tor Tor per MItI/iPl I Sect 491 �+ L. \\Maryland\Heights\MO\63043 for more information see this Job's general notespage and these web sites. ALPINE.www.alphNtw.coni TPI.wws.tphstorgi SBCM woosbchdustry.orgi ICC.wwsJccsafe.org µ(h 1-/R �0 t11�W►ta SPACING ULlll