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87 & 91 W 4th St revised truss drawings -CrrY- F ATLANTIC BEACH 1 ,800 Seminole Road SEP 2 2011tian' tij A each,Florida 32233 REVISION REQUEST CORRECTIONS TO PLAN REVIEW COMMENTS Date Revision to Issued Permit Corrections to Comments Permit# -7)k ?11 ,DA2 D Project Address- k�J 4-, Contractor/Contact Narne—-?-)o 1,4K Pqv-VeI14 Phone -6 Q) a k-e b 1��,I Email -�Oc- CD Description of Proposed Revision Corrections: Permit Fee 131�e�S �0.00 Tc-%.I cavo wN Additional Increase in Building Value S Additional S.F. By signing below,I K�)J affirm the Revision is inclusive of the proposed changes. (printed name) tor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments 60v 1?-&C 4 A �w ftpartment Review Required: Planning &Zoning ReViewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services U) c- 0 16'2' U) 06 JOB: 303117 CN 4 CJ18 LOC� 87 W 14TH ST PLAN: 87 W 14TH ST CD x CJ17 m 0 n DESIGNER: RICH H 6-68 CL 4 a zB8 PITCH: 5/12 A6 OVERHANG: 16" VAND CODE� 130 MPH -EXP C-CLOSED A5 A4 ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL# 1999.3 A3 ALPINE HS PLATE APPROVAL# 1999.2 ENGINEER OF RECORD MARTIN ENGINEERING 13245-4 ATLANTIC BLVD STE 261 JACKSONVILLE, FL 32225 904-472-1459 LICENSE NUMBER: 31666 9'-0" BRG HEIGHT Al E u. 7M LLI L I x - M Ta 2�4 C>,a1.—-9 --Z3 ts'8 A2 0;f � 8,42-2.- -8 T7 9 2 ':f, 0 Z g �g L ui --5L- 70' 30' 16'2" 13'10" 10--------- 1 Tl 0" CJ18 Im 02 m C2 co CJ17 24. )c 2, DC IZ 24'OC B8 A6 A5 A4 A3 Al A2 i f B7 B7 147 10 14'2" 70' Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FIL 32837 Phone:(800)755-6001 ALPINE alpineitw.com —Site information: Customer- Gleckler&Sons Building Supply Job Number: 303117 JobDescription: 87 W.4TH ST. DUVAL CTY _[City, State,Zip: ATLANTIC BEACH,— Address: —Name, Address and License #of Structural EOR if one exists for the building: Name: MARTIN ENGINEERING 31666 License#: MARTIN ENGINEERING 31666 State: Address: 13245-4 ATLANTIC BLVD,STE 261,JACKSONV City, State,Zip: —Job Engineering Criteria: Design Code: FBC 2014 RES View Version: 16.01.00.0504.19 JRef#: lW4e93530004 Wind Standard: ASCE7-10 Wind Speed(mph): 130 RoofLoad(pso: 20.00-7.00-0.00- FloorLoad(pso: None 10.00 This package contains a job notes page, 17 truss drawings and 2 details. Item Seal# Truss Item Seal# Truss 1 263.17.0843.28990 All 2 263.17.0843.56200 A2 3 263.17.0844.01623 A3 4 263.17.0844.05287 A4 5 263.17.0844.08177 A5 6 263.17.0844.14250 A6 7 263.17.0844.22550 B7 8 263.17.0844.27107 B8 9 263.17.0844.35263 B9 10 263.17.0844,38687 B10 11 263.17.0844.41733 B11 12 263.17.0844.45150 B12 13 263.17.0844A9053 B13 14 263.17.0844.53717 HJ15 OFFICE COPY 15 263.17.0844.57470 EJ16 16 263.17.0850.08997 CJ17 17 263.17.0850.20260 CJ18 RMvISION BP# 6 D24�c��1-70 S P DRAWING suEtt11r1TJkL REVIEW DATE SIGNED tr A —', `�V;)V;ITH CHANC-7c NOTED APPROVED F[] RZViIISE AND I L NNUW SUEMITTAL WAS REV!7:V.:;:r`[.7�'R IS RESPON&BLE F01-1 AT JOB SITES FOR TOL;:., FABRiCATION 0 P, r o. 648 C')ORDINATIOI� OFA �T J .P JANIC'. 11, COMPLIAN -7 E LLc� % EERH100 A Blvd. #261 Jacksonville, FL 32225 ------ ONA This document has been electronically signed ar.d sealed t.sirg a Otgital Signature.Printz,4 copies without an or: 'ginal signature must be 09/20/2017 -rified using the orioal electronic version. Florida Certificate of Product Approval#FL1 999 Printed 9.12012017 10:15,49 AM Job Number 303117 Ply: 1 SEQN:791706 1 T1 COMI Cust:R9353 JRef: lW4e93530004 87 W 4TH ST. DUVAL CTY Qty: 38 FROM:RH DrwNo: 263.17.0843.28990 Truss LabA: All JB / DF 09/20/2017 15' 22'2"8 31Y 77-8 7'2"8 7'9"8 11105 D 12 5 5X4 5X4 E C B -4�i A Of H G --3X5(Al) 5XS 5X5 --3X5(Al) 10, 10, 10, 1'4" 10, 20' 30' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE7-110 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.131 H 999 240 13 1279 /269 /641 /167 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.281 H 999 180 IF 1279 /269 /641 /- /4.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.038 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.081 H B Min Brg Width Reg= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Reg= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.983 Bearings B&F are a rigid surface. BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.845 Members not listed have forces less than 375# Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.355 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VI EW Ver:16.0 1.OOF.0504.1 9 B-C 1099 -2424 D-E 1052 -2195 Lumber C-D 1052 -2194 E-F 1099 -2425 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 B-1 2172 -879 H-F 2173 -886 Lumber value set"'I 3B"uses design values I-H 1461 -494 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: C-1 385 -388 D-H 792 -282 Chord Spacing(in oc) Start(ft) End(ft) I-D 790 -282 H-E 385 -388 TC 38 -1.33 31.33 BC 120 0.15 29.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 0000muftft'% Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind 648 Wind loads based on MWFRS with additional C&C a member design. E % P 4? 4 OR\V.--#N C,V 'o T/O N #0 27� AL 09/20/2017 **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,handlinp,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) or sa Ety 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 pro erly attached rMid ceiliny. Locations shown forpermanent lateral restraint of webs shall have bracinp inslalled per BCSI sections B3 B7 or 910, asapplicabe. App y Elates to each face of truss and position as shown above and onthe Join Details, unless noted otherwis6. kefer to drawings 160A-Z for s andard plate positions. ALPINE Alpine,a division of ITW BuildinM-Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M� truss in conformance with ANSI PI 1,or for handli%shippinp,installati6n and bracing of trussesA seal on this drawing or coverspo e 2400 Lake Orange Dr. U'p listing this drawing,indicates acceptance 9f pro)essiona pjngmeen responsibility solely for the des.In shown. The ability and use of this rawing for any structure is the responsibility of therlduilding Desigrier per ANSIITPI 1 C.2. Suite 150 ,For more information see this job's general notes page and these web sites: ALPINE: �alpineim com;TPI �tpinstorg;SBCA: �sbondustry com;ICC �.iccsafe org Orlando FL,32837 Job Number 303117 Ply: I SEQN:791688 T2 GABL Cust:R9353 JRef: lW4e93530004 87 W.4TH ST. DUVAL CTY Qty: 2 FROM:RH DrwNo: 263.17-0843.56200 Truss Labef. A2 JB DF 09/20/2017 q1 "12 4'5 W9 2 1 12 _jff �_�5' 1 ��j 1_240 "4 23''a 15. -4- 114%.4'9 3W 5 1'5"2 9,. 5'8 V4 4 1*5*2" 1 3 14 14 14 1 4 21*8 -�13. 1�4 I'_�11 I�2 4 �_11 14 F--1,4 3 15"12 4-3 677 5 N 12 3X4 %3X4 H �k 3X4 %3 G AU u ;z 3X4 F E AS 0 3X3 7 _W9 A F MAY AA Z Y x 3X4 SX7 3X4 16, 14' 2'8* 1'5*2 2's' ze, 4 31 1 1 15' 1 17-8- r4,12 IZ4 3TI 4* 144 "4." .4 INK) 4' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deff/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL 20.00 WindStd: ASCE7-10 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): 0.034 R 999 240 AX-110 /24 /62 114 1146 BCLL 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.078 R 999 180 AY 471 /95 /272 /4.0 BCDL 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.008 M - - V 609 /130 /366 /4.0 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.018 M AG /120 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.999 AX Min Brg Width Req= - BCDL 5.0 psf AY Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Sid: 2007 Max BC CSI: 0.570 Min Brg Width Req= 1.5 Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.304 Bearings AX,AY,&V are a rigid surface. Loc.from endwall:Any FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration:1.60 1 WAVE VIEWVer:16.01.00F.0504.19 Maximum Top Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:138(Effective 6/1/2013) H-1 378 -103 S-U 317 -480 Top chord 2x4 SP#2 Q-R 349 -444 U-V 438 -866 Bot chord 2x4 SP#2 R-S 323 -460 Webs 2x4 SID#3 Lumber value set"l 3B"uses design values Maximum Bot Chord Forces Per Pl�y(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Plating Notes AD-AC 643 -595 Z-Y 397 -58 All plates are 2X3 except as noted. AB-AA 794 -116 Y-X 749 -301 AA-Z 397 -58 X-V 753 -300 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 37 -1.33 1.65 AE-1 204 -407 AU-Q 375 -536 TC 75 1.65 23.32 Afqk AB-AR 386 -553 Y-AW 291 -415 TC 75 23.43 31.33 AR-AS 369 -534 AW-U 281 -393 BC 75 1.03 29.85 000 AS-AU 387 -560 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind o. 648 Wind loads based on MWFRS with additional C&C member design. a See DWGS A14015ENIC1 01014&GBLLETINl 014 for more requirements. E Truss designed to support 8"maximum gable end overhang. ONA\� b"i"Nsulit 09/20/2 **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,handlinp,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Com onent Safety Information,by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary b,.c',Pn e.r BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a progefly attachUrijid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3,B7 or 10 1, as applicab e. App y flates to each face oftruss and position as shown above and on the Join Details, unless noted otherwise. Refer to' drawings 160A-Z fbr s andard plate positions. omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN"WC Alpine,a division of ITW Build ALPINE truss in conformance with AMI/01 1,or for handli4 shippin?,installation and bracing of trussesA seal on this drawing or cove 2400 Lake Orange Dr. sting this drawing,indicates acceptance 9f pro)essiona. engineenn responsibility solely for the desiqn shoWh. The r.p.4.8bility, ility of the guilding Designer per ANSIITPI 1 Sec.2. and use of this rawing for any structure is the responsib Suite 150 lFor more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com,TPI: �Apinstorg;SBCA: www.sbcindustry.com;ICC: www.imsafe org Orlando FL,32837 Job Number 303117 Ply: 1 SEQN:791652 T9 HIPS Cust:R9353 JRef: lW4e93530004 87 W.4TH ST. DUVAL CTY Qty: 2 FROM:RH DrwNo: 263.17.0844.01623 Truss Labet: A3 JB / OF 09/2012017 13' ir 23'0"6 30' 6-ii::1190 6'0"6 4- &0"6 6111110 5X6 N4X5 D E I T71- 1 12 5 3X4 3X4 F 0) &D t __�R A B G H 3X4(Al) 1112 L K 13 X3 5X4 —5X7 1112X 3X4(Al) 67-2 3 3"14 69"14 1'4" i 9"1 13' '10"!4 N i I 1 —1 �Z 114 6-10 1 23 30' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deff/CS1 Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# LOC R /U /Rvv /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.129 K 999 240 B 1207 /271 /645 /148 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.293 K 999 180 G 1207 /271 /645 /- /4.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.051 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP�C HORZ(TL): 0.116 1 B Min Brg Width Reg= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Reg= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.952 Bearings B&G are a rigid surface. BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.980 Members not listed have forces less than 375# Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.567 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEWVer:16.01.00F.0504.19 B-C 650-2299 E-F 554 -1694 Lumber C-D 556 -1702 F-G 650 -2299 D-E 560 -1509 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"ll 3B"uses design values B-L 2063 -498 J-1 2059 -518 approved 1/30/2013 by ALSC L-K 2059 -500 I-G 2063 -515 K-J 1506 -307 Purlins In lieu of structural panels or rigid ceiling use purfins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 42 -1.33 13.00 C-K 215 -613 J-E 387 -59 TC 48 13.00 17.00 D-K 385 -48 J-F 216 -618 TC 42 17.00 31.33 BC 110 0.15 29.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. 648 E 0R\Q 78 NAk. 09/20/2 17 **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,handlinp,shippinp,installing and bracing. Refer to and follow the latest edition of BCSI(Building Componerif Safety Information,by TPI an S c 6 ractices prior to performing these functions. Installers shall provide tempora bracin er BCSI.Unless noted otherwise,top chord shall nave properl�attached structural sheathing and bottom chord shall have a pro e`Xy h2T ations shown forpermanent lateral restraint f webs shall hav%bracinp installed per BCSI sections B3,B7 or 910 as applicable. AppTy vlates to each face of truss and position as shown above and on t e Join Details, unless noted otherwise. kefer to' drawings 160A-Z fbr s andard plate positions. ALPIN� Alpine,a division of ITW Buildg�A_Components GTup Inc.shall not be responsible for any deviation from this drawing,aliy failure to build the MM10~ truss in conformance with AN I PI 1,or for han I%shippin?,installation and bracing of trussesA seal on this drawing or cover 2400 Lake Orange Dr. listing this drawing,indicates acceptance pf pro)essiona engineenn responsibility solely for the design shoWh. The sp.0billity, and use of this rawing for any structure is the responsibility of the guilding Designer per ANSIITPI 1 Sec.2. Suite 150 ,For more information see this job's general notes page and these web sites ALPINE: �.alpineitw.com;TPL �.tpinstorg;SBCA: �.sbandustry.corn;ICC: �iccsafe org Orlando FL,32837 Job Number: 303117 Ply: 1 SEQN:791700 /T8 HIPS Cust:R9353 JRef: IW4e93530004 87 W.4TH ST. DUVAL CTY Qty: 2 FROM:RH DrwNo: 263.17.0844.05287 Truss Labet A4 JB / DF 09/2012017 + '!"2 30' Z 15' 1 19 1 5:29'"14 .2 5�2 2 5'9"14 %4X5 3X4 N4X5 D E F 12 5 2X3 02X3 C G A IKI -=3X4(Al) SX7 5X7 3X41A11 [-!'4' 11"1"112 7'8"8 11'1"12 1-4 1111"112 18'10"4 30' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:INA PP Deflection in loc Udefi L/# Loc R /U /Rw /Rh /RL W TCDL 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.116 E 999 240 B 1207 /272 /646 /129 /4.0 BCLL 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.264 E 999 180 H 1207 /272 /646 /- /4.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.037 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.084 J B Min Brg Width Req= 15 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.984 Bearings B&H are a rigid surface. BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.989 Members not listed have forces less than 375# Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used Yes Max Web CSI: 0.273 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEWVer:16.01. B-C 733 -2275 E-F 594 -1704 Lumber C-D 593 -1891 F-G 593 -1891 Value Set:13B(Effective 6/1/2013) D-E 594 -1704 G-H 732 -2275 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"'I 3B"uses design values B-K 2056 -579 J-H 2056 -596 approved 1/30/2013 by ALSC K-J 1789 -425 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) C-K 231 -402 J-F 475 -61 TC 44 -1.33 11.00 D-K 475 -61 J-G 231 -402 TC 52 11.00 19.00 TC 44 19.00 31.33 BC 119 0.15 29.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. z Wind Wind loads based on MWFRS with additional C&C member design. 0 648 JE 41 0 4,- & #0 278 09/20 01 **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,handlinp,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) or sa Ely practices prior to performing these functions. Installers shall provide temporary bracingTer BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a progerly attache rad ceiliny,. Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3 B7 or 10, as applicab e. App y v,,Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwis6. Refer to drawings 160A-Z fbr s andard plate positions. Alpine,a division of rrW Build i�hComponents Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ALPINE truss in conformance with ANSI PI 1,or for handli4 shippin?,installation and bracing of trussesA seal on this drawing or coverspa sting this drawing,indicates acceptance of pro)essiona engineenn responsibility solely for the de n shown. The uirbility 2400 Lake Orange Dr. 'I a I%c.2. and use of this rawing for any structure is the responsibility of the uilding Desigrier per ANSIrTPI 1 Suite 150 ,For more informafion see this)ob's general notes page and these web sites ALPINE: �.alpjneitw com,TPL �Apinstorg�SBCA: �sbandus"com:ICC �iccsafe,org Orlando FL,32837 Job Number 303117 Ply: 1 SEQN:791668 T7 HIPS Cust:R9353 JRef: lW4e93530004 87 W.4TH ST. DUVAL CTY Qty: 2 FROM:RH DrwNo: 263.17.0844.08177 Truss Label., A5 JB I DF 09/20/2017 2572 30. 4 144 1 9'_ 1 15' 9.1 472 6� 472 14 5X6 1112X3 5X6 D E F 12 5 > z�<2X3 02X3 C G B H A I Li L K M 3X4 5X7 3X4 =3X4(Al) 4- 91 6- 9. 1-4- 91 21' 30' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:INA PIP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf NA Ce:NA VERT(LL): 0.160 E 999 240 B 1207 /273 /6543 /111 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.363 E 982 180 H 1207 /273 /643 /- /4.0 BCDL: 10.00 Risk Category:11 Snow Duration:INA HORZ(LL): 0.052 J - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.117 J B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 H Min Big Width Req= 1.5 Soffit: 2.00 BCDL�5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.995 Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.993 Members not listed have forces less than 375# Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.160 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver 16.01.00F.0504.19 B-C 750-2325 E-F 757 -2222 Lumber C-D 651 -2062 F-G 651 -2062 D-E 757 -2222 G-H 749 -2325 Value Set:13B(Effective 611/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"ll 3B"uses design values B-L 2103 -602 K-J 1866 -466 approved 1/30/2013 by ALSC L-K 1866 -449 J-H 2103 -619 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) D-K 421 -170 K-F 421 -170 TC 44 -1.33 9.00 TC 42 9.00 21.00 TC 44 21.00 31.33 BC 104 0.15 29.85 -1000" N't1lift,1111111: Apply purlins to any chords above or below fillers . % at 24"OC unless shown otherwise above. go..* % Wind Wind loads based on MWFRS with additional C&C member design. o. 648 % Eto #0 27 NAIL 09/20/2017 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme rare in fabricating,handlinp,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progerly attachexrMid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or 10, , clates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. kefer to asapplicabe. Appy drawings 160A-Z fbr s andard plate positions. ALPINE Alpine,a division of ITW Bui ldi!,��Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mrrwc truss in conformance with ANSI PI 1,or for handli4 shippin?,installation and bracing of trussesA seal on this drawing or cover 2400 Lake Orange Dr. listing this drawing,indicates acceptance 9f pro)essiona p.ngineenn responsibilitv solely for the design shown. The PuRtility and use of this rawing for any structure is fhe responsibility of the Ouilding Desigrier per ANSI[TPI 1 Sec.2. Suite 150 ,For more information s�thisjob's general notes page and theseweb sites ALPINE �alpineitw com,TPI: �Jpinstorg,Sack �.sbcindustryxorn;IM �J�afe crg Orlando FL,32837 Job Number. 303117 Ply: I SEQN:791657 T6 HIPS Cust:R9353 JRef: lW4e93530004 87 W.4TH ST. DUVAL CTY City: 2 FROM:RH DrwNo: 263.17.0844.14250 Truss Labeft A6 JB / DF 09/20/2017 T '6"5 1777 23' 30' L 7- 5!6..5 5`4"9 7- 4X7 3X4 1112X3 4X7 12 C D E F 5 B G in 4�1 A P H zr�� M ZA L K i I 1112X3 5X4 5X7 III 2X3 --3X4(Al) 4" 5`4--9 57'13 "1"12 1-4" T1-12 172"ll 3 1 T77 22'10"4 130, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.202 E 999 240 B 1207 /275 /636 /92 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.458 E 777 180 G 1207 /275 /636 /- /4.0 BCDL: 10.00 Risk Category:It Snow Duration:NA HORZ(LL): 0.055 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.125 1 B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES MaxTCCSI: 0.993 Bearings B&G are a rigid surface. BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:h/2 to In TPI Std: 2007 Max BC CSI: 0.967 Members not listed have forces less than 375# Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.300 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.00F.0504.19 B-C 709-2274 E-F 891 -2734 Lumber C-D 883 -2713 F-G 708 -2274 D-E 891 -2733 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"1313"uses design values B-L 2037 -544 J-1 2043 -559 approved 1/30/2013 by ALSC L-K 2043 -542 I-G 2036 -562 K-J 2740 -752 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 40 -1.33 7.00 C-K 769 -251 J-F 788 -261 TC 39 7.00 31.33 BC 97 0.15 29,85 Apply pudins to any chords above or below fillers at 24"OC unless shown otherwise above. 40PS-03 F, Wind Wind loads based on MWFRS with additional C&C member design. 0. 64 S�AT E 11�- e k/1 1-1 0 R\9 #0 278 J%tin, 09/20/20 17 **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 Com onent Safety Information,by TPI an SBCA) r sa E ty practices prior to performing these functions. Installers shall provide temporary brac,png per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly attached rimid ceiliny,. Locations shown forpermament lateral restraint of webs shall have brlcjnp inslalled per BCSI sections B3 B7 or 910 as applica e. App y vlates to each face of truss and position as shown above and on the oi I Details, unless noted otherwis6. kefer to' drawings 160A-Z fbr s andard plate positions. Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the MFTWC Alpine,a division of ITW Build ALPINE truss in conformance with AND01 1,or for handlinj shippin?,installation and bracing of trussesA seal on this drawling or cove 2400 Lake Orange Dr. listing this drawing,indicates acceptance 9f pro)esslonA engineenn responsibilitv solely for the design shown. The rspuMbility and use of this rawing for any structure is the responsibilitV of the guilding Desigrier per ANSI1TPI 1 S-ec.2. Suite 150 ,For more informabon see this job's general notes page and these web sites: ALPINE: �.alpineitwcom;TPI: �Apinstorg;SBCA: �.sbcindustry.com;ICC: www.icrsafe.org Orlando FL,32837 Job Number 303117 Ply: I SEQN:791691 /T4 GABL Cust:R9353 JRef: 1vy4e93530D04 87 W.4TH ST. DUVAL CTY Qty: 2 FROM:RH DrwNo: 263.17.0844.22550 Truss Labet B7 JB DF 09/20/2017 V410 4� 8", T' T1 12'9"6 1 5'8.—"'6 68"6 TV 1-4"-H --4X4 (ryp) G 12 T 5 jj Sci o3X3 r azi3X3 9D C K L SC2 A M t 3�1 —2Z43(CX55)(C5) 94IC5) i 147' 1'4" 1147- 147' (NNL) (NNL) �—2-10---------- 2-10- Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /LI /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 C 999 240 U- 86 /19 /38 /- /6 /170 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.003 C 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.001 C - - U Min Brg Width Req= - Des Ld:- 37.00 EXP:C HORZ(TL):-0.001 C Bearing U is a rigid surface. NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES MaxTCCSI: 0.198 Members not listed have forces less than 375# BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.042 Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.032 Loc.from endwall:Any FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): I Wind Duration:1.60 WAVE I VIEW Ver:16.01.00F.0504.19 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for Top chord 2x4 SP#2 gable wind bracing and other requirements. Bot chord 2x4 SP#2 Stacked top chord must NOT be notched or cut in Webs 2x4 SP#3 area(NNL).Dropped top chord braced at 24"oc :Stack Chord SC1 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped :Stack Chord SC2 2x4 SP#2: top chord in notchable area using 3x4 tie-plates 24" Lumber value set"l 313"uses design values oc.Center plate on stacked/dropped chord approved 1/30/2013 by ALSC interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Plating Notes All plates are 2X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: S Chord Spacing(in oc) Start(ft) End(ft) F1 TC 36 -1.33 1.50 TC 87 1.50 7.08 TC 75 7.08 14.17 TC 36 14.17 15.50 BC 75 0.29 13.87 Apply purlins to any chords above or below fillers 0 at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C E member design. Truss designed to support 8"maximum gable Z ORVC) N%� % N 0 end overhang. Cc, #0 278 SIONM- 09/20/2017 —WARNfNG— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes re . reme care in fabricat h dl' hi ing,installing and bracing. Refer to and follow the latest edition of BCSI(Building en?uire e ''ng'SIBMA)n omp n Safety Information,by TPI an Ais.'fe�practices prior to performing these functions. Installers shall provide temporary. bracin er BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly itions shown for_permanent lateral restraint of webs shall have bracinp installed per BCSI sections 83 B7 or B1 0 as applica e. AppTy flates to each face oftruss and position as shown above and on the Join Details, unless noted otherwisi kefer to' drawings 160A-Z fbr s anclard plate positions. omponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the MMC Alpine,a division of ITW Build ALPINL truss in conformance with ANIT/01 1,or for handlinj shippin?,installation and bracing of trussesA seal on this drawing or cove listing this drawing,indicates acceptance of pro)essiona engineeri responsibility solely for the design shown. Ther.P.Mbility, 2400 Lake Orange Dr. and use of this rawing for any structure is the responsibility of therlouilding Desigder per ANSI1TP1 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE �alpinewcom,TPI: �.tpinst.org;Sack �.sbandustryxorn;ICC:www.iccsafe.org Orlando FL,32837 Job Number 303117 Ply: 1 SEQN:791694 T14 HIPM Cust:R9353 JRef: IW4e93530004 87 W.4TH ST. DUVAL CTY Qty: 2 FROM:RH DrwNo: 263.17.0844.27107 Tiruss Labet. B8 JB DF 09/20/2 17 5- 1107" 16-2" 5- 4X6 1,7" 1112X3 57" 1116X4 12 C D - E 5 5 C14 B r-1 A T H G MF --2X5(Al) 1112X3 H051 0 1112X4[161 61"12 5'5"4 57" i 1'4" 6112 107' 16-2" A Loading Criteria(psrI Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT�NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL -/W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.075 D 999 240 B 1011 /231 / /4.0 BCLL 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.174 D 999 180 F 990 /203 / /4.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.018 C - - Wind reactions based on MWFRS — EXP:C Des W7 37.00 Mean Height:15.00 ft HORZ(TL): 0.042 C B Min Brg Width Req= 1.5 NCBCLL:0.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES MaxTCCSI: 0.974 Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.974 Members not listed have forces less than 375# Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.753 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.0 B-C 398-1901 D-E 387 -1974 Lumber Wind C-D 387-1874 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-H 1712 -348 H-G 1734 -346 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord G-D 268 -556 E-F 240 -906 No Size Shift Bite No Size Shift Bite G-E 1976 -409 [16] W2X4 S 2.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) F TC 46 -1.33 5.00 #,.see TC 38 5.00 16.17 BC 114 0.15 16.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. o. 648 Loading #1 hip supports 5-0-0 jacks with no webs. Left side jacks have 5-0-0 setback with 0-0-0 cant AT E and 1-4-0 overhang.End jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang.Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. OR\V #0 278 ONAL 09/20 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq,handlinp,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building c E Component Safety Information,by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide tempora bracing er BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro e'ry attacheyrigid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracinq insialled per BCSI sections B3,B7 or 910 3 Oates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. Refer to' as applicab e. App y drawings 160A-Z fbr s andard plate positions. Alpine,a division of ITW Build i�/$Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ALPINE truss in conformance with ANSI PI 1,or for handlinj shippin?,installation and bracing of trussesA seal on this drawing or cover.pa listing this drawing,indicates acceptance of pro)essiona engineen res pons i bilitV solely for the des ign shown. The uirbillty 2400 Lake Orange Dr. and use of this rawing for any structure is the responsibility of thepouilding Desigrier per ANSI/TPI 1 S-ec.2. Suite 150 lFor more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: �Apinstorg;SBCA: www.sbrindustry.com;ICC: �Jccsafe.org Orlando FL,32837 Job Number: 303117 Ply: 1 SEQN:791709 T13 COMN Cust:R9353 JRef: lW4e93530004 87 W.4TH ST. DUVAL CTY Qty: 6 FROM:RH DrwNo: 263.17.0844.35263 Truss Labet. 139 JB DF 09/20/2017 21011 51811 2-1 Olt 2110" 4X4 12 C zo B D A A E F =-2X4(Al) 1112X3 2X4(Al) 1'4" 2-1011 2110" 1'4" 2110" 518" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 WindStd: ASCE7-110 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:INA Ce:NA VERT(LL): 0.003 F 999 240 B 292 /43 1179 /53 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.006 F 999 180 D 292 /43 /179 /- /4.0 BCDL: 10.00 Risk Category:If Snow Duration:NA HORZ(LL): 0.001 F - - Wind reactions based on MWFRS Des Ld-_37.00 EXP:C HORZ(TL): 0.002 F B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.144 Bearings B&D are a rigid surface. BCDL:5.0 psi Load Duration:1.25 MWFRS Parallel Dist:>2h TPI Std: 2007 Max BC CSI: 0.070 Members not listed have forces less than 375# Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.038 Loc.from endwall:not in 9.00 fit FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.0170OF7075)4�.19 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"l 313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 54 -1.33 7.00 BC 65 0.15 5.52 Apply purlins to any chords above or below fillers -,&Wool ff"Inuffol" at 24"OC unless shown otherwise above. S Wind Wind loads based on MWFRS with additional C&C 43 % member design. -A0 648 '�iAT E4 #0 78 NAIL. OW9/20 **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,handlinp,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary. bracing e.r BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attacheTrRidceiIin,y,. Locations shown for permanent lateral restraint of webs shall havt aocinnp installed per BCSI sections B3 B7 orB10 on%brj as applica e. App y vlates to each face or truss and position as shown above and e Details, unless noted otherwis6. kefer to' drawings 160A-Z fbr s andard plate positions. ALPINE Alpine,a division of ITW Buildg�/$Components GTup Inc.shall not be responsible for any deviation from this drawirt mawc ra,any failure to build the truss in conformance with AN I PI 1,or for han Ilinj shippin?,installati6n and bracing of trussesA seal on this d wing or cover page listing thi drawing,indicates acceptance 9f pro)essionA engineen responsibili sole for the desiqn shown. The suifability 2400 Lake Orange Dr. S Tuilding Desig er pe ANSIITPI I Sbc.2. and use of this rawing for any structure is fhe responsibility of the Suite 150 IFor more information see thisjob's general notes page and theseweb sites: ALPINE: �.alpineitw corn;TPI: tpinstorg:SBCA: �.sbcindustry.com;ICC: �Jccsafe.org Orlando FL,32837 Job Number: 303117 Ply: I SEQN:791658 1 TIO MONO�Cust:R9353 JRef: IW4e93530004 87 W.4TH ST. DUVAL CTY Qty: 8 FROM:RH DrwNo: 263.17.0844.38687 Truss Labet, B10 JB / DF 09/20/2017 1112X2 C 12 5 SO ED Cl) B- A D --2X4(Al) 1112X4 1'4" 5-8" A 5-8" A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 310 /29 /194 /71 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 196 /30 /121 /- /4.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.007 D Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.015 D B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.371 Bearings B&D are a rigid surface. BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.289 Members not listed have forces less than 375# Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.128 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEWVer 16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 5.67 BC 66 0.15 5.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. e%,(.b S% Wind ik�w I '00 a 0 Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 0. 648 TE % #0 278 ONAL 09 0/2017 **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,handlinp,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide tempora bracing er BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro Pry attacheT d Im L ations shown for 910, 'n 0' kefer to permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or as app,i ca Re.'A P py�Elates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. drawings 160A-Z f6r s andard plate positions. ALPINE Alpine,a division of ITW Buildi�hComponents Group Inc.shall not be responsible for any deviation from this drawinq,any failure to build the .�co~ truss in conformance with ANSI PI 1,or for handlinj shippin?,installation and bracing of trussesA seal on this drbwing or coverspa e 2400 Lake Orange Dr. listing this drawing,indicates acceptance (?f pro)essionA engineening responsibill solely for the design shown. The ability and use of this rawing for any structure is the responsibilitV of the Building Desig er per ANSIITPI 1 Sbc.2. Suite 150 iFor more information see this)ob's general notes page and these web sites ALPINE: �.alpineptwcom;TPI: wwwtpinstorg;SBCA: www.sbcindustry.com;ICC: �.iccsafe org Orlando FL,32837 Jo b Number: 303117 Ply: 1 SEQN:791656 T3 HIPM Cust:R9353 JRef: lW4e93530004 87 W 4TH ST. DUVAL CTY Oty: 2 FROM:RH DrwNo: 263.17.0844.41733 Truss Label� 13111 JB DF 09/20/2017 1112X2 C 12 5 co B C\I Li D =-2X4(Al) 1112X3[91 518" i 518" 'A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefi L/# Loc R I U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 310 /31 /194 /64 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 198 /17 /104 /- /4.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.006 D Wind reactions based on MWFRS -- EXP:C Des Ld. 37.00 Mean Height:15.00 ft HORZ(TL): 0.013 D B Min Big Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.335 Bearings B&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.285 Members not listed have forces less than 375# Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.111 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE \AEWVer:16.01.00F.0504.19 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"'1313"uses design values approved 1/30/2013 by ALSC Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [9] W2X3 S 1.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) PS FQPA TC 75 -1.33 5.38 BC 66 0.15 5.67 0 21.1%1� Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 8 0. Wind :648 Wind loads based on MWFRS with additional C&C T Z member design. % —�/ Right end vertical not exposed to wind pressure. S 51 AT E O� OR\ 4,S! ....... N 0 Z #0 278 09/20/2017 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinci,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) rhsal6ty practices prior to performing these functions. Installers shall provide tempora bracin er BCSI.Unless noted otherwise,top chord s a have properly attached structural sheathin and bottom chord shall have a pro Pr y attachlTri R 910 gid ceiliny'. Locations shown for jpermanent lateral restraint of webs shall have bracinq ins alled per BCSI sections B3,B7 or as applicab e. App y vlates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to' drawings 160A-Z fbr s andard plate positions. Alpine,a division of ITW BuildV/$Componpnts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ALPINE truss in conformance with AN I PI 1,or (or handlia shippinp,installati6n and bracing of trussesA seal on this drawing or cover pa mnwc listing this drawing,indicates acceptance 9f pro essiona engineeri responsibili solely for the desicin shoWn. The sui ability 2400 Lake Orange Dr. and use of this rawing for any structure is the responsibility of thenguilding Desig%er per ANSI1TPI I S-ec.2. Suite 150 lFor more information see this job's general notes page and these web sites. ALPINE. wwwalpineitwcom;TPI: �.tpjnstorg,SSCA: �.sbrindustry.com;ICC: �.iccsafe.org Orlando FL,32837 Job Number. 303117 Ply: I SEQN:791667 /T16 HIPM Cust:R9353 JRef: lW4e93530004 87 W.4TH ST. DUVAL CTY Qty: 2 FROM:RH DrwNo: 263.17.0844.45150 Truss Label� B12 JB I DF 09/20/2017 31 5'8" 3' 2'8" 4XIS 1112X3 12 5 r-1 Li B C14 L A; N-i i I F E 1112X3 r =-2X4(Al) 1113X4 1'4" 3'1"12 2'6"4 3'1"12 518-1 A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(lbs) TCLL 20.00 Wind Sid: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf.NA Ce:NA VERT(LL): 0.003 F 999 240 B 310 /48 /191 /42 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.006 F 999 180 E 196 /41 /96 /- /4.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 E - - Wind reactions based on MWFRS -- EXP:C Des I-ii 37 00 Mean Height:15.00 it HORZ(TL): 0.002 E B Min Brg Width Reg= 1.5 NCBCLL:10.00 TCDL 4.2 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES MaxTCCSI: 0.154 Bearings B&E are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.087 Members not listed have forces less than 375# Spacing:24.0 C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI: 0.049 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): I Wind Duration:1.60 WAVE VI EW Ver:16.01.070F 0504719 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"l 313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 56 -1.33 3.00 TC 32 3.00 5.67 BC 66 0.15 5.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 4 Wind 4 Wind loads based on MWFRS with additional C&C n member design. o.06641 51 AT E OR\V S1 0 N A L #0 278 1% 09/20/2017 **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,handlinp,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Com onent Safety Information,by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide tempora bra.iPhgTer BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro e'ry attach . rmidceiliny,. Locations shown for permanent lateral restraint of webs shall hav%bracinp installed per BCSI sections$3,.137�or 9 lates to each face of truss and position asshownaboveandont eJoin Details, unless noted otherwise efe to asapplica e. Appyv t drawings 160A-Z fbr s andard plate positions. r ALPINE Al ine,a division of ITW Builgi/$Components Groul)Inc.shall not be responsible for any deviation from this drawin any failure to build the mmc Pilss in conformance with AN I PI 1,or for handlirij shippin?,installation and bracing of trussesA seal on this dr%w. ing or cover page 2400 Lake Orange Dr. listing this drawing,indicates acceptance 9f pro)essionA engineering responsibill solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the Building Desig er per ANSI/TPI 1 S-ec.2. Suite 150 lFor more information s�this job's general notes page and these web sites. ALPINE: �alpineitwcorn;TPI �tpinst org;SBCA: �.sbcindustryxom;ICC: www.icesafe.org Orlando FL,32837 Job Number: 303117 Ply: 1 SEQN:791703 /Tl 8 COMN�Cust:R9353 JRef: lW4e93530004 87 W.4TH ST. DUVAL CTY Oty: 2 FROM:RH DrwNo: 263.17.0844.49053 Truss Label:'B13 JB DF 09/2012017 1 2-10" 68" 1 2'10" 2'10" -4X4 12 C 5 B D Li C14 E I X 112X3 2X4(Al) ---2X4(Al) 1'4" 2-10" 2'10" 2'10" 68" Loading Criteria(psq Wind Criteria snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 WjndStd: ASCE7-10 Pg,NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U- /Rw /Rh /RL W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 E 999 240 B 304 /45 /178 /42 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.006 E 999 180 D 201 /8 /ill /4.0 BCDL: 10.00 Risk Category:11 Snow Duratiom NA HORZ(LL): 0.001 E - - Wind reactions based on MWFRS EXP:C HORZ(TL): 0.002 E B Min Brg Width Req= 1.5 Des Ld: 37.00 Mean Height:15.00 it NCBCLL 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES MaxTCCSI: 0.152 Bearings B&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:>2h TPI Std: 2007 Max BC CSI: 0.092 Members not listed have forces less than 375# Spacing:24.0 C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI: 0.040 Loc.from endwall not in 9.00 It FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duratiom 1.60 WAVE VIEW Ver:16.01.00F.0504.19 Lumber Value Set:13B(Effective 6/l/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"l 313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 54 -1.33 2.83 TC 37 2.83 5.67 BC 65 0.15 5.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C % member design. o. 648 TE % 0 R\V #0 278 NA 1A 09/20/ 017 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq,handli%shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly attacheTriqid ceilinq. Locations shown forpermanent lateral restraint of webs shall have bracinp inslalled per BCSI sections B3,.B7 or 910, as applicable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise kefer to drawings 160A-Z fbr s andard plate positions. Alpine,a division of ITW Build incL Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ALPINE truss in conformance with ANSI/TPI 1,or for handlia shippin?,installation and bracing of trussesA seal on this drawing or cover.p, .�COW— sting this drawing,indicates acceptance pf proessiona engineen res pons i bi lity solely for the des iqn shown. The ability 2400 Lake Orange Dr. 0 � uilding Designer per ANSI/TPI 1 Sec.2. and use f this rawing for any structure is the responsibility of the.0 Suite 150 For more information s�this job's general notes page and these web sites ALPINE:�.alpinejrwxorn;TPL �.tpinst org;SBCA: �.sbcjndustry.corn;ICC: �J�afe.org Orlando FL,32837 Lcoze,1:1 opuepo Bio'ejesool moiAm :ool!wo5*&qsnputoqs� voeS'6jo�suid�� Id.Cwoo NqiouidlB�:3N1d-1V seps qem osoqj pue 96ed sajou jejauoB s,qof siqj�s uoqeUUoju!ejow jo.1 'Z':)aS 1,ld.L/ISNV,Jad Jayffisea Buiplinj3 at4l jo f 4iliclisuodsai ato sl ajnjpnqs Aue jol Bulmmiq sjqj jo asn pue 091 el!nS /41liq ns Uhkoqs u6!sqP aqj JOI AlalOS/qiliqisuod§dj ouuaaui6u*a' ' Uolssaloja 10 Bouejugooe se4eoipul 1bu!mejp s!qj Builsil 'J(1 86UP-jo a3le-1 0017Z 11116clj.o.tol�jo op!mpjp s!t4j uo leas Vs9ssruj*Jb 6uioejq pue upilellelsui'Ruiddiqs T)uilpueq jol jo'l, ld-VI?NV'qllmaOuewJOIUOOU's.srul 1[ ANV&*)� aqlpl!nqolajnllelAULI'DU!MeJPS!q;WOJIUOI)e!A8pAuejolalq!suodgajaql(julltqs'ouldriojE)sivauodwoo u.pl!nqkLIjOUO!S!A!Pe'buidlV suoil!sod aleld piepuels jol Z-vog I,sbulmeip Ojj;9jajj -9sjmj9qjopajoumlun 'slieia(]dU!,OS@%IUOPUEaAoqeumoqsse uo!l!sodpuessnjljo'aoelqoeaoiselela�edV -aWeo!lddese 'o I. 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DUVAL CTY Qty: 12 FROM RH DrwNo: 263.17.0844.57470 Truss Label.: EJ16 JB DF 09/20/2017 C 12 5 B A r�� ___ _ D 2X4(Al) 5' 1'4" 51 A Loading Criteria(ps� Wind Criteria Snow Criteria(Pg,Pf in PSF) IDef`I1CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 WindStd: ASCE7-10 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:INA Ce:NA VERT(LL):NA B 286 /55 1181 /89 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 88 /- /47 /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.005 D C 115 /63 /57 /1.5 -- EXP:C Des W: 37.00 HORZ(TL):0.010 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 It Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.298 D Min Brg Width Req= - BCDL:5.0 psf C Min Brg Width Req= - Load Duration:1.25 MWIFIRS Parallel Dist:0 to h/2 TPI Std: 2007 Max SC CSI: 0.238 Bearing B is a rigid surface. Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 it FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): ---- Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0504 1971 Lumber Value Set:13B(Effective 6/11/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"Il 313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Iff"ItIQ14,14F. Wind S Wind loads based on MWFRS with additional C&C member design. o. 648 E 04 4'� 0 R\'D#--'* #0 278 119/20/2017 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatins,handli , hi i i tailing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safe Info ation, TPI an ) or e ra i es; rior to performing these functions. Installers shall provide temporary. bracin er BCS1.Unle s note 0 he iseto h r shall h ve pr erl attached structural sheathin and bottom chord shall have a pro erly attach ri id ceilin .. tions show f. r anent later I restraint f webs shall have bracinp insialled per BCSI sections B3,B7 or 910, as appli e. pp y lates to each o truss and position as sho n above and on the Join Details, unless noted otherwise. Refer to drawin s 160A-Z fbr s andard plate p itions. ALPINL Alpine,a division of ITW Buildg�hComponents Group Inc.shall not be responsible for any deviation from this drawin Irg,any failure to build the MrrWCOMPANY truss in conformance with AN I PI 1,or for handlinj shippinp,installation and bracing of trussesA seal on this d winq or cover P@ 2400 Lake Orange Dr. listinE this drawing,indicates acceptance of pro)essiona engineeri responsibili solely for the design showFin. The .ilrbility and se of this drawing for any structure is fhe responsibility of therlouilding Desig%r per ANSI/TPI 1 S-ec.2. Suite 150 iFor more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: �Apinst.org;Sack �.sbcindustryxorn;ICC: �Accsafe.org Orlando FL,32837 Job Number: 303117 Ply: 1 SEQNi 791660 /T1 1 JACK Cust:R9353 JRef: IW4e93530004 87 W.4TH ST. DUVAL CTY Qty: 4 FROM RH DrwNo: 263.17.0850.08997 Truss Label-* CJ17 JB DF 09/20/2017 12 C 5 T LO r, zo Lo ::B 4 1 A D =2X4(Al) 1 2'11"11 A 2`11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def`I1CS1 Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 220 /49 /144 /59 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 49 /- /26 /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 D C 57 /33 /26 /1.5 Des Ld: 37.00 EXP:C HORZ(TL):0.002 D Wind reactions based on MWFRS NCBCLL: 10�00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCIDL 4.2 psf Bldg Code: FBC 2014 RES MaxTCCSI: 0.247 D MinBrgWidthReq= - BCDL 5.0 psf C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Sid: 2007 Max BC CSI: 0.069 Bearing B is a rigid surface. 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)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEWVer.16.01.00F.0504.19 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 56 -1.33 2.97 BC 34 0.15 2.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. -0,0% 0. 64 % E Ila, % 0 R\9 #0 27� SIONA1. %411i 09/20/2017 —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,handlinp,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building c e Component Safety Information,by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attacheTrAid ceilin,& Locations shown for q 3 _permanent lateral restraint of webs shall have bracinp ins alled per BCSI sections B3,B7 or 1310, asapplicabe. App y Oates to each face of truss and position asshownaboveandontheJoin Details, unless noted otherwise. �efer to drawings 160A-Z fbr s andard plate positions. ALPINE Alpine,a division of ITW BuildinhComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the rTw truss in conformance with ANSI PI 1,or for handlin shippin stallaton and bracing of trussesA seal on this drawing or cover.pa e ce of essiona, 'nigineering responsibility solely for the desgpn shown. The , 2400 Lake Orange Dr. listing this drawing,indicates acceptan 11, N C Pability Suite 150 and use of this rawing for any structure is greoresponsibility of the uilding Desigrier per ANSI/TP1 1 ec.2. Orlando FL,32837 IFor more information see this job's general notes page and these web sites: ALPINE: �alpineitwcorn;TPI: v�.tpinst org,SBCA: �.sbcindustry.com;ICC: �.jccsafe.org Job Number: 303117 Ply: 1 SEQN:791659 T12 JACK Cust:R 9353.1 JRef: 1 W4e93530004 87 W,4TH ST. DUVAL CTY Qty: 4 FROM:RH DrwNo: 263 7.0850.20260 0 Truss Label: CJ18 JB DF 09/20/2017 12 5 C B to I OB 41 00 n:� co A D =2X4(Al) 11411 -A- Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce�NA VERT(LL):NA B 200 /73 /144 /30 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 7 /12 /15 /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.000 D C -37 /37 /30 /1.5 Des Ld: 37.00 EXP:C — HORZ(TL):-0.000 D Wind reactions based on lMWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL 4.2 psf Soffit: 2.00 BCDL 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.217 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.027 C Min Brg Width Req= - Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE MEW Ver:16.0 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"Il 313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 30 -1.33 0.97 BC 10 0.15 0.97 Apply purlins to any chords above or Wow fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. o. 648 1 AT #0 278 IYA 09/20/2017 **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,handi%shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide tempora bracing er BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro Pry attacheTrad ceilin,?,. Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or 910, asapplicabe. App y Oates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. keferto drawings 160A-Z fbr s andard plate positions. ALPINE Alpine,a division of ITW Build i��Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M�. Co— truss in conformance with ANSI PI 1,or for han&4 shippinp,installati6n and bracing of trussesA seal on this drawing or cover.p@ e 2400 Lake Orange Dr. sting this drawing,indicates acceptance 9f pro)essiona engineen responsibility solely for the desiqn shown. The ability 11 ility of theluilding Desigrier per ANSI/TPI 1 Sec.2. and use of this rawing for any structure is the responsib Suite 150 ,For more informaflon see this job's general notes page and these web sites ALPINE: �alpineitw.com;TPI, �Apinstorg;SBCA: �sbandustry.com;ICC: �Jocsafe.org Orlando FL,32837 Godo(e Stud Reinforcement Detait ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enc(osed, Exposure C, Kzt = 1,00 Or, 120 mph Wind Speed, 15' Mean Height, PartIaLty Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or- 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 _Brace (1) lx4 'L' Brace N (1) 2x4 'L' Brace N <2) 2x4 'L' Brace No (1) 2x6 'L' Brace N (2) 2x6 'L, Brace No Bracing Group Species and Grades, GabLe Vertical No spacing Species I Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group At #1 / #2 4' 3' 7' 3- 7' 7' 8' 7' a, Ill 10' 3' 10, 81 13' 6' 14' 0' 14' 0' 14' 0' Pruce-PIne-FIr Hem-Fir 4f #1,/ #2 !St�Vd*rdl #2 1 Stu U SPF #3 4' 1' 6' 7- 7' V 8' 6' 81 10, .10, 11 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' 3 St #3 jStand�--�, HF Stud 4' 1. 6' 7' 7' 0' 8' 6' 81 10, 10, 11 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' 0 Standard 4' V 5' 8' 6' 0' 7' 7- a, 1. 10, 11 10' 6' Ill 10, 12' 8' 14' 0' 14' 0' Douglas Fir-Larch Southern Plneww* #1 4' 6' 7' 4' 7' 8' 81 81 91 01 10' 4' 10, 91 13' 8' 14' 0' 14' 0' 14, 01 #3 # S P #2 4' 3' 7' 3- 7' 7' 8' 7- 81 Ill 10, 31 10, a, 13, 61 14' 0' 14' 0' 14, a, Stud Tt2ud r-Stnd.rd #3 4' 2- 6' 0' 6' 4' 7' 11' 8' 6' 10, 21 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' o-i DFL �t-, 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3- 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' ill 01 ill 10, 14' 0' 14' 0' Group Bi U #1 / #2 4 11' 8' 4' 81 8. 91 10, 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir +> SPF #3 4 S' 8' 1- 81 81 91 8. 10' 1- 11' 7- 12' V 14' 0' 14' 0' 14, a, 14' 0' #1 L Btr Stud 4' 8' 81 1. 8' 6' 91 81 10, 11 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 U HF Standard 4' 8- 6' 11' 7' 5- 9' 3' 91 Ill 11' 7' 12' 1' 14' 0' 14' D' 14' 0' 14' 0' 0) 0 - --- Droas#Elr-Larch Southern Plnewww #1 5' 1' 8' 5. 81 9. 9, il, 10' 4' Ill 10, 12' 4' 14' 0' 14' 0. 14' 0' 14, 01 1 > S P #2 4' 11' 8' 4' 8' 8' 91 10, 10' 3' Ill a, 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' #2 #! 91 91 t,D #3 4' 9' 7' 4 7'-9 10' 2' Ill 81 12, 11 14' 0 14' 0' 14' 0 14' 0'_ Ix4 Braces shot( be SRB (Stress-Rated Board). DFL stud 4' 9' 7' 4 7' 9. 91 91 10, 21 11' 8' 12, 11 14' 0 14' 0' 14' 0' 14' 0' owwFor Ix4 So. Pine use only Industrial 55 Standard 1 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14, 01 Industrial 45 Stress-Rated Boards roup B 'r�dG er #1 / #2 5' 5' 9' 2' -9; 10, 10, 11' 3' Ill a, 13' 5' 14' 0' 14, 01 14' 0' 14' 0' values may be used with these SPF #3 5' V 91 o, 9' 4' 10, a, Ill 11 12' 9' 13' 3' 14' 0' 14, 01 14' 0' 14, 01 Gable Truss Detail Notes: Stud 5' 1' 91 01 9' 4- 10, a, Ill 11 12, 91 13' 3' 14' 0' 14, 01 14' 0' 14' 0' Wind Load deflection criterion Is L/240. 81 0. 0. U HF o - Standard 5' 1- 8' 6' 10, 81 Ill 11 12, 91 13, 31 14' 0' 14' 0' 14' 0' 14' Provide uplift connections for 55 ptf over X SP #1 5' 8- 9' 3' 9, a. IT 11. 11' T7-- 13' 0- 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). #2 5' 5' 9' 2' 9' 6' 10, 10, 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports toed from 4' 0' outtookers #3 5' 3' 8' T 91 0. 10' 9' It' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. DFL Stud 5' 3' 8' 5- 91 0. 10' 9- 11' 2- 12' 10- 13' 4'_ 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1- 7' 5' 7' 1' 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Symn Attach 'L' braces with 10d (0.128'x3.0' m1n) malts. About I �/Gabte Truss X For (1) 'L' brace- space malts at 2' o.c. In IS' end zones and 4' o.c. between zones. Diagonal brace option, )K)Wor (2) 'L' braces- space malts at 3' o.c. vertical Length may be T n ' end zones and ' o.c. between zones. doubted when diagonal 18, X 'L* bracing must be a minimum of 80% of web brace Is used. Connect J- member Length. diagonal brace for 450# at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14 e I --. -1 1 Vertical Length I No Splice 2:4tDF-L #2 or I Less than 4' 0' JIX4 or 2X3 b t er diagonat T lGreater then 4' 0' 3X4 Vertical, Length shown brace) single In table above. or double cut 4 51* (as shown) at + Refer to common truss design for Lipper end. n Vj f LLe�kspllce, and heel ptat!!--�l u ar u IA 1 1" 5 /on uo?s Refer to the Building Designer for conditions Connect diagonar at of not addressed by this detail. midpolnt of vertica� web. Refer to chart a e for m Qe t In wNWARNINGINN READ AND FOLLOW ALL NOTES ON THIS DRAVINGI .-Do-ORTANt..TURKISH THIS DRAVING TO ALL CONTRACTORS INCLUDDIG THE INSTAL REF ASCE7-10-GABI4015 T-.,..require extre e cart In fabricating,handling,shipping,Installing and bra, follow the cl t Latest edition"of JICSI(Building Component Safety Information,by TPI&no SiCAr1.f'.S-,'-w.o ty DATE W/131/i4 Practice. -to performing these functions. Installers shot( provide tenporary bracing per 8C 10 unless n.tp.'dl otherwise,top chord shall have property attached structural E VAT E 0-�/ we snatt have a t h.*n for p*r-,*,t t%thlr%. -.,-tt tr ,,,,Iy at ached 11i'd c*ol"g, Locations I r., = f DRWG A14015ENC101014 [LP [E 1h*U have b cing lnst:t(&dm=BCS1 sections 113,B7 or 1110,as applicable. Apply ptates to each f& of truss and A&��N o.ltl- b-e and on the Joint Details,unless noted otherwise. P Refer to drawings 16OA-Z for t.nd.,d plot.positions. PI 1 0 t At me,a division,of[TV liultallmI Components Group I...shall hot be responsible,for any d%11,.t1.ngfr.2 .... ...... rrWC0MPANY Pa.d-ing any failure to build the truss In conf-mce with ANSI/TPI 1,or for handling,smippin, Im.t.ttation 1 bracing of trusses. TOT, LD. 60 PSF A seat on this dmV^g ow�cover page listing this drawing,Indicates acorptance of professional T/O 13723k Riverportk onve *naleivering-pansiblitty wtety for the design she- The suKobfflty amel-of this drawing %Ak; NAL Sut e\200 for any wt-ture 1.the-sponolibUty of the Dullaing Do*-per ANSI/TPI 1 S-2. 1k.1y1and\Heights,\MO\63043 For mare If-..tin so.this Job's gome-1 notes page and the-web slt.o- ALPINE.w-alpinvit-onj TP11 eew.tpinst.org,SDCA- www.sbcIndustry.org)ICC-wwwjccsaft.wg om 09/')0/')017 MAX, SPACING 24.0' Giab ( e Detal( For Let-in Verticats Gable Truss Plate Sizes S A=t + Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. 6 (E)Refer to Engineered truss design for peak, splice, web, and heel plates. @If gable vertical plates overlap, use a + single plate that covers the total area of the overlapped plates to span the web. Gable + Vertical Example, 2 Le th *2 ::::�V2 T' Reinforcement Attachment Detall. 'T' Reinforcing 'T' Reinforcing n* Member Member Toe-nalt Or End-nail u >< I>< + To convert From 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design, multiply 'T' Increase by Length (based on appropriate Alpine gable detail), Attach each 'T' reinforcing member with End Driven NaKsi Maximum allowable 'T' reinforced gable vertical 10cl Common (0.148'x V,mln) Nails at 4' o.c. plus Length is 14' from top to bottom chord. (4) nalts In the top and bottom chords, 'T' reinforcing member material must match size, Rigid Sheathing Toenalled Nails, specie, and grade of the 'L' reinforcing member, 10d Common (0.148'x3',min) Toenails at 4' o,c. plus 4 Naltf (4) toenails In the top and bottom chords. Velo Length Increase w/ 'T' Brace 'T' Reirif. 'T' 'T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind Load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Examplei 2x6 20 X A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SID #3 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENCI01014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015ENDIOIOI 0AW-Woulft, 'T' Brace Increase (From Above) = 30V 1.30 101:: A�� A11530ENC101014, A12030ENC101014, A14030ENCIO __ . 1 (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101 I n Maximum 'T' Reinforced Gable Vertical Length S11515ENC100815, S12015ENC100815, S14015ENCI FWJII 4 ' _N 1.30 x 8' 7' = 11' 2' S18015ENC100815, S20015ENC100815, S'210'015EIN S11530ENC100815, S12030ENC100815, S14030E 0 1 S18030ENC100815, S20030ENCI00815, S2003 Dl S200 PED10 15 4 Nallif 008 See appropriate Alpine gable detail for maxim unreiA rc lot t E- t-0, --VARNING-- READ AND FOLLOW ALL NOTES[IN THIS DRAVINGI REF LET-IN VERT "DO�MTANT-:,FLIRNISH,,THIS,I)RAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tr.-., r,q,lre e.tr � care Fa ricating, handling, shipping, Installing and bracing. Refer to d fail.. the latest d1tII1 If 111:11 11ullallng Clmp....t safety 1,1,r Itio by TPI and SBC ) 4 §I�A�E 0- DATE 10/01/14 r, A for sof y.A practice, p�,.,,tto performing these Fctlons. Installers sh,LL provide temporary bracing per BCS no Unless ,ted her,ise,ttop chord shot( hove property attached structural sheathing �d bottom c d DRWG GBLLETIN1014 w shatL have a properly a tached rigid ceiling. Locations shown For permanent Lateral restraint of ve bracing Installed per BCSI sections B3, 117 or 1110,as applicable. Apply plates to each Fac sohatttrhss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. at ;k*, AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc, shall not be respoinsible far any deviation f on this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, MAX, TOT. LD. 60 PSF 1,,t,tL,t'on L bracing of trusses A seat an this drawing air cover page Usting this drawing,Irialcates acceptance of professional 1\1 3723\Riverport\Drive eVneer1nQ respontsibillity solely fair the desIgm shown. The suitability and use of this drawing Suite\200 r any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 0-1 7,� DUR, FAC. ANY Maryland\Heights,\MO\63043 .,,,F,.,r information see this job's general notes page and these web sit- IMAX. SPACING 24,0' 1 ALP w.. P,n.Itw.comi TPI- wwwtp;nstorgi SBCA- wwwsbclndustry.orgj ICC- ww.iccsafe..rg