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Home My WebLink AboutTrussL ' ENGINEERING COVER SHEET i Professional of Record: Not Specified Permit Number: Miscellaneous: The information in this box is for administrative purposes only and is not part of this engineering review. Truss Fabricator: Spec Truss Customer: Jack Early Job Reference: Early Res Location: 10851 S Ocean Drive Lot#109 Job Number: 190990 Date: 3/4/2021 Notes: Please see individual truss design drawings for load criteria, applicable codes, specific loading and ITW BCG View version number. Roof TCL 20 Floor TCL 50 Building Code: FBC 7th Ed. 2020 Res. Roof TCDL 20 Floor TCD 15 Wind: 170 MPH ASCE 7-10 Residential - CAT II Exposure: C Roof BCL 0 Floor BCL 0 Roof BCD 10 Floor BCD 5 Non Concurrent Load: 10 Page ID I Seq.Num. Page I ID I Seq.Num. Page ID I Seq.Num. 1 Al 1339479 339509 339385 339377 339380 2 5 8 11 1 A2 AG1 1-1J5 AA 1339464 339401 339396 339393 3 6 9 12 1 A3 EJ5 1-1J513 1 J3 1339517 339381 339387 1339379 4 A4 7 EJ5A 10 J1 13 J3A C a r I G. Forbes 1000 S. Dixie HWY W. P E# 2 0 6 9 9 Pompano Beach FI 33060 A Professional Engineer's Seal affixed to this index sheet indicates the acceptance of professional Engineering responsibilities for individual truss components fabricated in accordance with the listed and attached Truss Specification Sheets. Determination as to the suitability of these individual truss components for any structure is the responsibility of the Building Designer, as defined in ANSI/TPI 1-2002 , Section 2.2 Permanent files of the original Truss Specification Sheet are maintained by Carl G. Forbes P.E. #20699. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to the truss fabricator listed above or Carl G. Forbes P.E. #20699 Phone: 561-686-4000 iCommand by Alpine, an ITW Company Page 1 of 1 RECEIVED MAR 17 2021 Qermitting Department St. Lucie Ccuryt- Date: 3/4/2021 ST_ENGCOVERSHEET Truss Label: Al Ply: 1 Job Number: 190990 Qty: 2 Early Res /Jack Early /Early Res Wgt: 98.0 Ibs 03/04/2021 7 3.11/9, 8' /// 1 5X4 \\\1.SX4=4X10(**)(!1 =2.5X4 =JAO =L.OM SFN, T PLATE REQ. II ut/4T 21'8-1 /2" 227' 7' SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf!n PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 50.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 15.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.243 G 999 360 Loc R+ / R- / Rh / Rw / U / RL A 1688 /- /- /611 /708 /150 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.385 G 658 240 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.092 G - - H 1557 /- /- /546 /670 /- Des Ld: 70.00 EXP: C Kzt: NA HORZ L 0.157 G - - (T ) Wind reactions based on MWFRS Building Code: NCBCLL: 10.00 Mean Height: 25.00 ft Creep Factor: 2.0 p A Brg Width = Min Req = 2.8 Soffit: 2.00 TCDL: 7.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.901 9.5 H Brg Width = 9.5 Min Req = 1.8 Load Duration: 1.00 BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.741 Bearings A & H are a rigid surface. Bearings A & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.279 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:10(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.o0A.1020.21 A- B 137 -508 E - F 1037 -2051 B - C 948 -2214 F - G 1035 -2398 Wind Duration: 1.33 WAVE Lumber C - D 936 -1846 G - H 1094 -2539 Top chord: 2x4 SP SS; D - E 1113 -2198 Bot chord: 2x4 SP #1; B2 2x4 SP SS; Webs: 2x4 SP #2; Lt Slider: 2x6 SP #2; block length = 1.833' Maximum Bot Chord Forces Per Ply (Ibs) Rt Slider: 2x6 SP #2; block length = 1.833' Chords Tens.Comp. Chords Tens. Comp. A- K 1821 -634 J -1 2198 -821 Plating Notes K- J 2198 -821 I - H 2O32 -738 (1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Maximum Web Forces Per Ply (Ibs) (**) 2 plate(s) require special positioning. Refer to Webs Tens.Comp. Webs Tens. Comp. A - B 1037 -2045 E - I 239 -595 scaled plate plot details for special positioning requirements. C - K 782 -243 I - F 629 -174 Wind K-D 365 -892 Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Calculated vertical live load deflection is 0.08" at X = 0- 0- 0. Calculated vertical total load deflection is 0.13" at X = 0- 0- 0. Calculated horizontal live load deflection is 0.09" Calculated horizontal total load deflection is 0.16" Allowable vertical deflection ratios are U360 live and U240 total load. Calculated vertical deflection ratios are U353 live and U207 total load. Carl G. Forbes PE#20699 -WARNING" READ AND FOLLOWALL 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, b TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary p bracing per BCSI.. Unless noted oytherwise, top chord shall have properly attached structural sheathin4 and bottom chord shall have a properly attacheo 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. Refer to SPEC drawings 160A-Z for standard plate positions. us AWUSS Pk 155D555Woo Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the fax: nsaa577[ie truss in conformance with ANSI PI 1, or for handling, shipping,, mstalla ion and bracin of trusses. A seal on this drawing or cover pa e listing this drawintq indicates acceptance of professional enc �sneering responsibility solely or the design shown. The suitability and use ofris drawing for any s ructure is the responsibility of the BuildinggDesigner per ANSI/T I 1 Sec.2. Page 1 For more information see these web sites: Alpine: al ineitw.com TPI: t inst.or ; SBCA: sbcindust .com; ICC: iccsafe.or ; AWC: awc.or —�-- Truss Label: A2 Ply: 1 Job Number: 190990 j Qty: 2 Early Res /Jack Early /Early Res Wgt: 107.8 Ibs 03/04/2021 i 9' S 5X57/ 1.5X4 D E 47" i9' =6X5 F =2.5X4 III1.5X4 =H0308 1111.5X4 =2.5X4 SF-9T PLATE REQ. 1IIE_ 21'8-1/2" 22'7" SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 50.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 15.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.579 J 438 360 Loc R+ / R- / Rh / Rw / U / RL A 1771 /- P /622 /715 /192 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.965 J 262 240 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.196 G - - 1 1634 /- /- /552 1669 /- Des 70.00 EXP: C Kzt: NA HORZ TL 0.327 G - - ( ) Wind reactions based on MWFRS Building Code: CLLd* NCBCLL: 10.00 Mean Height: 25.00 ft Creep Factor: 2.0 A Br Width = 11.0 9 Min Re 2.1 q = Soffit: 2.00 TCDL: 7.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.864 1 Brg Width = 9.5 Min Req = 1.9 Load Duration: 1.00 BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.891 Bearings A & I are a rigid surface. Bearings A & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.785 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:10(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver:20.02.00A.1020.21 A-B 125 -690 B - C 976 -2370 C - D 967 - 2164 E-F 979 -1936 F - G 1006 -2261 G - H 1037 - 2527 Wind Duration:1.33 WAVE HS Lumber Top chord: 2x4 SP SS; D - E 859 -1635 H - I 1154 -2737 Bot chord: 2x4 SP SS; Webs: 2x4 SP #2; W2 2x4 SP SS; Lt Slider: 2x6 SP #2; block length = 1.833' Maximum Bot Chord Forces Per Ply (Ibs) Rt Slider: 2x6 SP #2; block length = 1.833' Chords Tens.Comp. Chords Tens. Comp. A - N 1963 -695 L - K 1936 -605 Loading Truss passed check for 20 psf additional bottom chord N - M 1862 - 577 K - J 1920 - 599 live load in areas with 42"-high x 24"-wide clearance. M - L 1936 -605 J -1 2218 -800 Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. A - B 890 - 2035 O - E 360 - 976 member design. Wind loading based on both gable and hip roof types. C - N 196 -278 K - F 500 -187 D - O 730 -176 J - G 333 - 581 Additional Notes O - M 229 -64 Calculated vertical live load deflection is 0.12" at X = 0-0-0. Calculated vertical total load deflection is 0.20" at X = 0- 0- 0. Calculated horizontal live load deflection is 0.20" Calculated horizontal total load deflection is 0.33" Allowable vertical deflection ratios are L/360 live and U240 total load. Calculated vertical deflection ratios are L/224 live and U136 total load. Carl G. Forbes PE#20699 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW NGI "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) r saty practices prior to performing these functions. Installers shall rovide temporary bottom have bracing er BCSI., Unless noted otherwise, top chord shall have roperattached structural sheathin and chord shall id Locations shown for lateral respaint of webs shall have bracinfq installed per BCSI sections a pro erly B3, B7 or Bg10, attacheyri ceillnp. permanent as applicabgle. Apply to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to SPEC I RUSS Oates drawings 160A-Z for standard plate positions. us Trsuss Alpine, a division of ITW Buildin Com onents GroupInc. shall not be responsible for an deviation from this drawing,an failure to build the P a bracin trusses. A thi 36490 VH 166U68734W `^� i66ll6"xe truss in conformance with ANSI PI 1 or for handlig, shipping, installation and of seal on rawin or cover pa listing this drawin indicates acceptance en Pneering responsibili��r solelyorthe design shown. The suitabilify and use MIS of professional drawing for any structure is the responsibility of the BuildinggDesigner per ANSI/TP1 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org P19e —2 2 Truss Label: A3 Ply: 1 Job Number: 190990 s Qty: 2 Early Res /Jack Early /Early Res Wgt: 112.0 Ibs 03/04/2021 Loading Criteria (psf) TCLL: 50.00 TCDL: 15.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 1 r1" ' a4x4 aU5E C-4X5 12 6 92X4� H 103X7 p T goH0508 C 195X5 C o 03X4e J®3X4 8' —M6(rC6) A K-5X8(C51 a2X4(C6 �2X4(C% iUM -5 8M _eJin PLATE REQ. i 7'3-12" Wind Criteria Wind Std: ASCE 7-16 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 7.0 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord: 2x4 SP SS; T2 2x6 SP M-26; Bot chord: 2x4 SP SS; B2 2x6 SP M-26; Webs: 2x4 SP #2; Lt Slider: 2x6 SP #2; block length = 1.833' Rt Slider: 2x6 SP #2; block length = 1.833' Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Sid: 2014 Rep Fac: Varies by Ld Case FT/RT:10(0)110(0) Plate Type(s): Additional Notes Calculated vertical live load deflection is 0.07" at X = 0- 0- 0. Calculated vertical total load deflection is 0.09" at X = 0- 0- 0. Calculated horizontal live load deflection is 0.10" Calculated horizontal total load deflection is 0.16" Allowable vertical deflection ratios are U360 live and U240 total load. Calculated vertical deflection ratios are U397 live and U292 total load. SEAT PLATE REQ. 21'8-12" 83-12' 73-12" —j Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.236 L 999 360 VERT(CL): 0.362 L 700 240 HORZ(LL): -0.096 D - - HORZ(TL): 0.153 D - - Creep Factor: 2.0 Max TC CSI: 0.899 Max BC CSI: 0.476 Max Web CSI: 0.740 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 Carl G. Forbes PE#20699 7'3.11T ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 1814 /- A 1613 /719 /238 K 1671 A A /543 /673 /- Wind reactions based on MWFRS A Brg Width = 11.0 Min Req = 2.1 K Brg Width = 9.5 Min Req = 2.0 Bearings A & K are a rigid surface. Bearings A & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 233 - 532 F - G 592 - 362 B - C 955 -2424 G - H 970 -1988 C - D 969 -2241 H - I 1118 -2531 D - E 1002 -2069 I - J 1208 -2930 E - F 601 - 329 J - K 1196 - 3050 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - M 1979 - 644 L - K 2580 - 948 M - L 1985 - 643 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - B 1100 -2295 L - H 1078 -406 D-M 310 0 L-I 523 -1033 E - G 1480 - 2601 **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, bv TPI and SBCA) for 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 ��♦�'% attachetl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insta led per BCSI sec ions B3, B7 or B'10, as applicabgle. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to SPEC truss drawings 160A-Z for standard plate positions. us Truss PH MUM= Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the TAX: JUD6373CIB truss in conformance with ANSIQ PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawingg or cover page listing this drawing indicates acceptance of professional en shipping, responsibili��yr solely -for the design shown. The suitabiliC and use of pate drawing for any structure is the responsibility of the BuildinggDesigner per ANSI/TPI 1 Sec.2. Dann Truss Label: A4. Ply: 1 Job Number: 190990 Qty: 9 Early Res /Jack Early /Early Res Wgt: 116.2 Ibs 03/04/2021 ling Criteria (psf) _. 50.00 L: 15.00 L: 0.00 L: 5.00 Ld: 70.00 CLL: 10.00 t: 2.00 1 Duration: 1.00 :ing: 24.0 " 11'3-112" F.AX4 11'3-1/2" -' SEA'[ PLATE REQ, SEAT PLATE REQ. -1f4T 21'8-1/2" r 7' + 8'3-1/2" 'I' 7'3-1/2"j - 22.7" l —MAJ2" Wind Criteria Wnd Std: ASCE 7-16 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 7.0 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord: 2x4 SP SS; T2 2x6 SP M-26; Bot chord: 2x4 SP #1; B2 2x6 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x6 SP #2; block length = 1.833' Rt Slider: 2x6 SP #2; block length = 1.833' Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf 1n PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Additional Notes The maximum horizontal reaction is 2147# Calculated vertical live load deflection is 0.07" at X = 0- 0- 0. Calculated vertical total load deflection is 0.11" at X = 0- 0- 0. Calculated horizontal live load deflection is 0.11" Calculated horizontal total load deflection is 0.19" Allowable vertical deflection ratios are L/360 live and U240 total load. Calculated vertical deflection ratios are L/428 live and U265 total load. ***** BEARING ANALOG MODIFIED! ***** 8' -i- 73-1/2" �I Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.244 L 999 360 VERT(CL): 0.437 L 580 240 HORZ(LL): -0.108 H - - HORZ(TL): 0.193 H - - Creep Factor: 2.0 Max TC CSI: 0.779 Max BC CSI: 0.605 Max Web CSI: 0.597 Mfg Specified Camber: 20.02.00A.1020.21 Carl G. Forbes PE#20699 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 1702 /- /2147 /614 /712 /816 K 1576 /- /2147 /541 /662 /816 Wind reactions based on MWFRS A Brg Width = 11.0 Min Req = 2.0 K Brg Width = 9.5 Min Req = 1.9 Bearings A & K are a rigid surface. Bearings A & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 76 - 563 F - G 372 -178 B - C 1009 - 2256 G - H 914 -1788 C - D 977 -2031 H - I 1071 -2264 D - E 941 -1850 I - J 1172 - 2690 E - F 453 -150 J - K 1159 - 2807 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - M 137 - 501 L - K 450 - 209 M - L 234 - 397 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - B 973 - 2057 E - G 1220 - 2112 C - M 371 -581 L - H 1196 -431 D-M 615 -218 L-I 575 -1249 `"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 an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise, top chord shall have properyattached structural sheathing and bottom chord shall have a properly attacheo rigid ceilm 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. Refer to SPEC drawings 160A-Z for s andard plate positions. us fr uss Pit P6U69660W Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the i4x: ts6a6s1a6ie truss in conformance with ANSI/gfP1 1, or for handling, shipping, installation, and bracin of trusses. A seal on this drawln or cover pa e listing this drawin, indicates acceptance of professional en Pneering responsibility solelyorthe design shown. The suitability and use oflhis drawing for any structure is the responsibility of the Building gDesigner per ANSI/TPI 1 Sec.2. Pa e 4 For more information see these web sites: Alpine: alpiineitw.com; TPI: t inst.or ; SBCA: sbcindust .com: ICC: iccsafe.or ; AWC: awc.or —9— Truss Label: AG Ply: 1 Job Number: 190990 I Qty: 2 Early Res /Jack Early /Early Res Wgt: 120.4 Ibs 03/04/2021 fi 12 12'7" :s 7X10 III 1.5X4[11 ] C D 1111.5X4 =6X10 E F 1111.5X4 --4X4[10]=H0508=3X4[16] 1111.5X4 ST PLATE REQ. III 21'8-1/2" Loading Criteria (psf) Wind Criteria TCLL: 50.00 Wind Std: ASCE 7-16 TCDL: 15.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II EXP: C Kzt: NA D Des Ld: 70.00 Mean Height: 25.00 ft NCBCLL: 10.00 TCDL: 7.0 psf Soffit: 2.00 BCDL: 3.0 psf Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord: 2x4 SP SS; T3 2x4 SP #1; Bot chord: 2x6 SP M-26; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 1.500' Special Loads --(Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC: From 134 pIf at 0.00 to 134 pIf at 5.00 TC: From 67 pIf at 5.00 to 67 ph' at 17.58 TC: From 134 pIf at 17.58 to 134 pIf at 22.58 BC: From 10 pIf at 0.00 to 10 pIf at 5.03 BC: From 5 ph' at 5.03 to 5 pIf at 17.55 BC: From 10 pIf at 17.55 to 10 pIf at 22.58 TC: 269 lb Conc. Load at 5.03,17.55 TC: 203lb Conc. Load at 7.06, 9.06,11.06,11.52 13.52,15.52 BC: 107 lb Conc. Load at 5.03,17.55 BC: 42 lb Conc. Load at 7.06, 9.06,11.06,11.52 13.52,15.52 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [10] 4X4 1.25 R 1.25 [11] 1.5X4 S 2.25 [16] 3X4 2.50 R 1.25 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. 227' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.242 E 999 360 VERT(CL): 0.350 E 728 240 HORZ(LL): 0.040 H - - HORZ(TL): 0.059 C - - Creep Factor: 2.0 Max TC CSI: 0.827 Max BC CSI: 0.672 Max Web CSI: 0.659 Mfg Specified Camber: Ver: 20.02.00A.1020.21 Additional Notes Calculated vertical live load deflection is 0.03" at X = 0- 0- 0. Calculated vertical total load deflection is 0.04" at X = 0- 0- 0. Calculated horizontal live load deflection is 0.04" Calculated horizontal total load deflection is 0.06" Allowable vertical deflection ratios are U360 live and U240 tot Calculated vertical deflection ratios are U1036 live and U685 Carl G. Forbes PE#20699 5' 'I °4X8(A8R) M SEAT PLATE REQ. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL A 2389 /- /- /- /1314 /- M 2173 /- P P /1194 P Wind reactions based on MWFRS A Brg Width =11.0 Min Req = 2.0 M Brg Width = 9.5 Min Req = 1.8 Bearings A & G are a rigid surface. Bearings A & G require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 1003 -1759 D - E 2851 -4869 B - C 1891 -3311 E - F 2822 -4826 C - D 2818 -4819 F - G 2362 -4152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp I-lbad. 2849 -1631 J -1 4869 -2851 rl� L - K 2831 -1617 I - H 3620 - 2064 K - J 4869 -2851 H - G 3605 - 2059 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A - B 995 -1832 E - I 497 - 745 C - L 249 - 364 I - F 1648 - 885 C - K 2432 -1401 H - F 322 - 89 K - D 568 - 873 "*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 c7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted otherwise, top chord shall have proper)v attached structural sheathing and bottom chord shall have a properly attachetl ri id ceilm . Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B'10, as applicable. App�y elates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to SPEC Russ drawings 160A-Z for s andard plate positions. us muss Alpine, a division of ITW Building rn onents GroupInc. shall not be responsible for an deviation from this drawing,an failure to build the Pll 15696966000 truss in conformance with ANSI/fPI 1 P or for handling, shipping, installattion, and bracing of trusses. A seal on thirawin or cover page M 166D6873418 9. PPingr. t9y P g listing this drawin indicates acceptance of professional en lneering responsibilitty� sole) gfor the design shown. The swtab111 and use of this drawing for any sigructure is the responsibility of the BuildinggDesigner per ANSI/TPI 1 S c.2. Penn A Truss Label: EJ5 Ply: 1 Job Number: 190990 I Qty: 15 Early Res /Jack Early /Early Res Wgt: 19.6 Ibs 03/04/2021 ling Criteria (psf) _. 50.00 L: 15.00 L: 0.00 L: 5.00 Ld: 70.00 CLL: 10.00 t: 2.00 1 Duration: 1.00 ;inn: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x6 SP #2; 12 6 B 1111.5X4 =2X4(A1 a A F II 1.5X4E g 10-1/ AT PLATE REQ. Wind Criteria Wind Std: ASCE 7-16 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 7.0 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.33 Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. �— 1-6-1/2" —1 3'5-1/2" 5' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): WAVE Additional Notes Calculated vertical live load deflection is 0.05" at X = 0- 0- 0. Calculated vertical total load deflection is 0.06" at X = 0- 0- 0. Calculated horizontal live load deflection is 0.03" Calculated horizontal total load deflection is 0.03" Allowable vertical deflection ratios are U360 live and U240 total load. Calculated vertical deflection ratios are U794 live and U600 total load. C A Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.046 E 397 360 VERT(CL): 0.057 E 320 240 HORZ(LL): -0.026 C - - HORZ(TL): 0.029 C - - Creep Factor: 2.0 Max TC CSI: 0.440 Max BC CSI: 0.194 Max Web CSI: 0.054 Mfg Specified Camber: 20.02.00A.1020.21 Carl G. Forbes PE#20699 ♦ Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL F 519 /- /- /247 /123 /206 D 42 A3 A /16 /20 /- C 203 /- /- /82 /150 A Wind reactions based on MWFRS F Brg Width = 11.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 119 -171 B-C 91 -123 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 173 -59 E-D 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-E 219 -479 **WARNING— READ AND FOLLOWALL NOTES ON THIS DRAWINGI **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 an tl SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper)% 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 Joint Details, unless noted otherwise. Refer to SPEC 1�RUSS drawings 160A-Z for standard plate positions. us Truss Alpine, a division of ITW Buildin Com onents Group Inc. shall not be res onsible for an deviation from this drawing,an failure to build the F (561)MIGuo p' p p r% y y EM: 1506373419 truss in conformance with ANSIIgfPI 1, or for handling, shipping,, installs ion and bracin of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibilit��rr solely or the design shown. The suitability and use of [his drawing for any structure is the responsibility of the Building -Designer per ANSI/TP1 1 Sec.2. P8 e For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com: [CC: iccsafe.o ; AWC: awc.or Ene 6 6 Truss Label: EJ5A Ply: 1 Job Number: 190990 I Qty: 1 Early Res /Jack Early /Early Res Wgt: 23.8 Ibs 03/04/2021 D T12 ill 1.5X4C T 6 a v 0 _ N 1111.5X4 B =2X4(A1) E I I A ¢. —3X4 1 1111 5X4 H 1111.5X4 g 10-1/2' AT PLATE REQ. 4,5„ '1' " Loading Criteria (psf) Wind Criteria TCLL: 50.00 Wind Std: ASCE 7-16 TCDL: 15.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II EXP: C Kzt: NA Des Ld: 70.00 D Mean Height: 25.00 ft NCBCLL: 10.00 TCDL: 7.0 psf Soffit: 2.00 BCDL: 3.0 psf Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x6 SP #2; W2 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Additional Notes Calculated vertical live load deflection is 0.04" at X = 0- 0- 0. Calculated vertical total load deflection is 0.05" at X = 0- 0- 0. Calculated horizontal live load deflection is 0.03" Calculated horizontal total load deflection is 0.04" Allowable vertical deflection ratios are U360 live and U240 total load. Calculated vertical deflection ratios are U815 live and U593 total load. 5' _i Def11CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.038 H 407 360 VERT(CL): 0.047 H 332 240 HORZ(LL): -0.031 C - - HORZ(TL): 0.034 C - - Creep Factor: 2.0 Max TC CSI: 0.427 Max BC CSI: 0.195 Max Web CSI: 0.063 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 Carl G. Forbes PE#20699 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL H 487 /- /- /232 /116 /206 E 56 /- /- /24 /43 /- D 198 /- /- /88 /134 /- Wind reactions based on MWFRS H Brg Width = 11.0 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Big Width = 1.5 Min Req = - Bearing H is a rigid surface. Bearing H requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 44 -173 C - D 89 -64 B-C 42 -147 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-H 167 -28 G-E 0 0 H - F 28 - 25 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - H 224 -455 G - F 39 -21 G-C 32 -30 —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 an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properattached structural sheathing and bottom chord shall have a properly attached ri id ce!lin Locations shown for permanent lateral restraint of webs shall have bracin 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 Joinf Details, unless noted otherwise. Refer to SPEC Russ drawings 16OA-Z for standard plate positions. US TRUSS Alpine, a division of ITW Buildin �Com onents Group Inc. shall not be responsible for an deviation from this drawing, an failure to build the PR (5606864000 P gg P P P Y 9 Y PAX: 156D6973618 truss in conformance with ANSI PI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pa e listing this drawing indicates acceptance of professional enpmeering responsibilitt%� sol lyfor the design shown. The suitability and use of Phis drawing for any structure is the responsibility of the Building -Designer per ANSIITP1 1 ec.2. Pa G' % For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or ; SBCA: sbcindust .com; ICC: !ccsafe.or AWC: awc.or g Truss Label: HJ5 Ply: 1 Job Number: 190990 Qty: 3 Early Res /Jack Early /Early Res Wgt: 32.2 Ibs 03/04/2021 ling Criteria (psf) _. 50.00 L: 15.00 L: 0.00 L: 5.00 Ld: 70.00 CLL: 10.00 t: 2.00 1 Duration: 1.00 ;ina: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x6 SP #2; Special Loads 4-V4" 11.. III1.5X4(**) E 1L _Z 1/8" SEAT PLATE REQ. f 1'11-771/8" -�- 7'0-1/8" Wind Criteria Wnd Std: ASCE 7-16 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 7.0 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 fit Loc. from endwall: Any GCpi: 0.18 Wnd Duration: 1.33 ---(Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC: From 2 plf at 0.00 to 2 pif at 7.01 BC: From 2 plf at 0.00 to 2 plf at 7.01 TC: 266 lb Conc. Load at 1.41 TC: 146 lb Conc. Load at 4.24 BC: 9 lb Conc. Load at 1.41 BC: -9 lb Conc. Load at 4.24 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. 5'0-1/4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Additional Notes Calculated vertical live load deflection is 0.02" at X = 0- 0- 0. Calculated vertical total load deflection is 0.02" at X = 0- 0- 0. Calculated horizontal live load deflection is 0.01" Calculated horizontal total load deflection is 0.01" Allowable vertical deflection ratios are L/360 live and U240 total load. Calculated vertical deflection ratios are U2469 live and U3027 total load. C Deb/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.019 E 999 360 VERT(CL): 0.020 E 999 240 HORZ(LL): -0.007 B - - HORZ(TL): 0.007 B - - Creep Factor: 2.0 Max TC CSI: 0.476 Max BC CSI: 0.097 Max Web CSI: 0.040 Mfg Specified Camber: 20.02.00A.1020.21 Carl G. Forbes PE#20699 i 1 ♦ Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL F 401 /- /- /- /197 /- D 66 /-5 A A /32 A C 65 A A A /40 /- Wind reactions based on MWFRS F Brg Width =15.6 Min Req = 1.5 D Brg Width =1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 99 -45 B-C 28 -38 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 13 -24 E-D 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 189 - 371 **WARNING** READ AND FOLLOWALL NOTES ON THIS DRAWINGI -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shiipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) toF sa ety practices pnor to pertormmg these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have ropedy attached structural sheathing and bottom chord shall have a pro erly ceiling Locations shown for permanent lateral res�raint of webs shall have bracing installed per BCSI sections B3, B7 or Bel O, e. Apply plates to each face of truss and position as shown above and on the JoinT Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of any not be responsible for any deviation from this drawing, any failure to build the g,, installation, and bracingof trusses; A seal on this drawing or cover page enng responsibilit�yr solely -for the design shown. The swtabili and use of this 3ignerperANSI/TPI1 Sec.2. SPEC I RUSS us TRuss PH (5606866880 PA%: 150687308 Truss Label: HJ5B Ply: 1 Job Number: 190990 Qty: 1 Early Res /Jack Early /Early Res Wgt: 37.1 Ibs 03/04/2021 H 1111.5X4(**) 1L 2 1�EAT PLATE REQ. Loading Criteria (psf) TCLL: 50.00 TCDL: 15.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00It TCDL: 7.0 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.33 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x6 SP #2; W2 2x4 SP #2; Special Loads --(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 2 plf at 0.00 to 2 plf at 7.01 BC: From 2 pif at 0.00 to 2 plf at 7.01 TC: 266 lb Conc. Load at 1.41 TC: 146 lb Conc. Load at 4.24 BC: 9 lb Conc. Load at 1.41 BC: -9 lb Conc. Load at 4.24 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. 6'0-1/8" 1- 1' 7'0-1/8" -i Snow Criteria (Pg,Pr in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:10(0)/10(0) Plate Type(s): Additional Notes Calculated vertical live load deflection is 0.02" at X = 0- 0- 0. Calculated vertical total load deflection is 0.02" at X = 0- 0- 0. Calculated horizontal live load deflection is 0.01" Calculated horizontal total load deflection is 0.02" Allowable vertical deflection ratios are U360 live and U240 total load. Calculated vertical deflection ratios are U2287 live and U3610 total load. Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.025 F 999 360 VERT(CL): 0.029 F 999 240 HORZ(LL): -0.014 C - - HORZ(TL): 0.015 C - - Creep Factor: 2.0 Max TC CSI: 0.389 Max BC CSI: 0.066 Max Web CSI: 0.088 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 Carl G. Forbes PE#20699 T I ♦ Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL 1 384 A /- /- /188 P E 74 /- /- A /56 P D 70 P /- /- /24 P Wind reactions based on MWFRS I Brg Width = 15.6 Min Req = 1.5 E Brg Width =1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing I is a rigid surface. Bearing I requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 47 - 57 C - D 23 - 8 B - C 60 - 69 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, A-H 57 -51 G-E 0 0 H - F 35 - 36 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - H 179 - 356 G - F 52 - 37 G-C 20 -55 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling9 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have proper)Y attached structural sheathing and bottom chord shall have a properly id ceilm Locations shown for permanent lateral restraint of webs shall have bracin insta-Iled per BCSI sections B3, B7 or B10, e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to of any not be responsible for any deviation from this drawing, any failure to build the ig,, installation and bracing of trusses. A seal on this drawinq or cover pa e :ering responsibili(� solely for the design shown. The suitability and use of this signer per ANSI/TPI1 Sec.2. SPEC? RUSS US TRUSS Pk (5696866000 FAX: rAD68784I8 Truss Label: j 1 Ply: 1 Job Number: 190990 Qty: 6 Early Res /Jack Early /Early Res Wgt: 4.2 Ibs 03/04/2021 ling Criteria (psf) _. 50.00 L: 15.00 L: 0.00 L: 5.00 Ld: 70.00 CLL: 10.00 t: 2.00 1 Duration: 1.00 :ing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind Criteria Wnd Std: ASCE 7-16 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 7.0 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.33 Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. 12 6 B 2XA4(A1 �- 1 r I 4-1/4" C Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Additional Notes Calculated vertical live load deflection is -0.00" at X = 1- 0- 0. Calculated vertical total load deflection is -0.00" at X = 1- 0- 0. Calculated horizontal live load deflection is 0.00" Calculated horizontal total load deflection is 0.00" Allowable vertical deflection ratios are U360 live and U240 total load. Calculated vertical deflection ratios are U1206776 live and U1206776 total loa d. ***** BEARING ANALOG MODIFIEDI Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.000 - - 360 VERT(CL): 0.000 - - 240 HORZ(LL): 0.000 - - HORZ(TL): 0.000 - - Creep Factor: 2.0 Max TC CSI: 0.083 Max BC CSI: 0.011 Max Web CSI: 0.000 Mfg Specified Camber: 20.02.00A.1020.21 Carl G. Forbes PE#20699 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL C 5 /- /126 /5 /- /75 B 133 /- /126 /69 /47 /49 Wind reactions based on MWFRS C Brg Width =1.5 B Brg Width = 1.5 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 171 -45 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 52 -126 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW NGI "*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an� SBCA) fsafy practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have propenr\ attached structural sheathing and bottom chord shall have a propperly ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Of deviation from this drawing, any failure to build the of trusses. A seal on this drawingor cover pagge or the design shown. The suitability and use of this SPEC A RUSS US TRUSS M (560686,000 FAX 156D6570415 Page 10 Truss Label: J 1 A Ply: 1 Job Number: 190990 Qty: 2 Early Res /Jack Early /Early Res ' Wqt: 4.2 Ibs 03/04/2021 Loading Criteria (psf) TCLL: 50.00 TCDL: 15.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Criteria Wind Std: ASCE 7-16 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 7.0 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. 12 6 B 2XA4(A1 d. r 0 4-1/4" C Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Additional Notes Calculated vertical live load deflection is -0.00" at X = 1- 0- 0. Calculated vertical total load deflection is -0.00" at X = 1-0-0. Calculated horizontal live load deflection is 0.00" Calculated horizontal total load deflection is 0.00" Allowable vertical deflection ratios are U360 live and U240 total load. Calculated vertical deflection ratios are U1206799 live and U1206799 total loa d. — BEARING ANALOG MODIFIEDI Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.000 - . - 360 VERT(CL): 0.000 - - 240 HORZ(LL): 0.000 - - - HORZ(TL): 0.000 - - - Creep Factor: 2.0 Max TC CSI: 0.083 Max BC CSI: 0.011 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver:20.02.00A.1020.21 Carl G. Forbes PE#20699 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL C 5 A 1126 /5 /- [75 B 133 A /126 /69 /47 /49 Wind reactions based on MWFRS C Brg Width = 1.5 B Brg Width = 1.5 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 171 -45 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 52 -126 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAW]NGI `"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary ��BCSI., Unless noted otherwise, top chord sh II have 1p�roper) attached structural sheathing and bottom chord shall have a pros) erly Ile LAID& plates to each face Of truss and position as shown above and onvthe Join Details, unless noted otherwise B7Refer to ' of from this drawing, any failure to build the s; A seal on this drawi .g or cover page ;ign shown. The suitabitiry and use of this `Aft'___ SPECI RUSS us 4Russ M I546P6=0 Fa MWS73413 any Page 11 Truss Label: J3 Ply: 1 Job Number: 190990 Qty: 6 Early Res /Jack Early /Early Res ' Wgt: 14.0 Ibs 03/04/2021 12 C 6� T III1.5X4 B 0 2XI(A1) HB 1'5-1/2" :- 1 F D III 1.5X4 E PLATE REQ. i 10-1/2PEAT 1'6-1/2" 1'5-1/2" �-— 3' j Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 50.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 15.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.019 E 983 360 Loc R+ / R- / Rh / Rw / U / RL F 443 /- /- /229 /93 /123 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.029 E 635 240 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.010 C - - D - /47 /- /17 /31 /- Des Ld: 70.00 EXP: C Kzt: NA HORZ(TL): 0.015 C - - C 73 /-36 A /12 /65 /- Building Code: NCBCLL: 10.00 Mean Height: 25.00 It Creep Factor: 2.0 p Wind reactions based on MWFRS Soffit: 2.00 TCDL: 7.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.239 F Brg Width = 11.0 Min Req = 1.5 Load Duration: 1.00 BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.176 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - S Spacing: 24.0 " p g: C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.025 Bearing F is a rigid surface. Loc. from endwall: Any FT/RT:10(0)/10(0) Mfg Specified Camber: Bearing F requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.33 WAVE VIEW Ver: 20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 104 - 95 B - C 33 - 73 Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x6 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 109 -44 E-D 0 0 Wind Wind loads based on MWFRS with additional C&C member design. Maximum Web Forces Per Ply (Ibs) Wind loading based on both gable and hip roof types. Webs Tens.Comp. Additional Notes B - E 128 -335 Calculated vertical live load deflection is 0.02" at X = 0- 0- 0. Calculated vertical total load deflection is 0.03" at X = 0- 0- 0. Calculated horizontal live load deflection is 0.01" Calculated horizontal total load deflection is 0.02" Allowable vertical deflection ratios are U360 live and U240 total load. Calculated vertical deflection ratios are U1967 live and U1271 total load. Carl G. Forbes PE*20699 -WARNING** READ AND FOLLOWALL NOTES ON THIS DRAWNG! **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, b TPI an r7 SBCA) fo'r safety practices no to performing these functions. Installers shall provide temporary bracing BCSI.. Unless top chord shall have a�tached structural sheathing and bottom chord shall have a properly per noted oytherwise, properP% attachetl ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. App7oy plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. Fkefer to SPEC RUSS fkuss drawings 160A-Z for standard plate positions. us Alpine, a division of ITW Buildin Com onents Group Inc. shall not be responsible for an deviation from this drawing, an failure to build the PH 1%Ud963418 p p P P Y 9d Y i0.% 99D69fl6i9 trusses; A this drawing e truss in conformance with ANSI PI 1, or for handling, shipping,, installation and bracing of seal on or cover pa listing this drawing indicates acceptance emmneenng responsibility solely -for the design shown. The suitabilify and use of fnis of professional drawing for any structure is the responsibility of the Building -Designer per ANSI/T I 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com� TPI: t inst.or : SBCA: sbcindust .com; ICC: iccsafe.or Pa a 12 - AWC: awc.or g Truss Label: J3A Ply: 1 Job Number: 190990 Qty: 2 Early Res /Jack Early /Early Res Wgt: 9.8 Ibs 03/04/2021 iding Criteria (psf) _L: 50.00 DL: 15.00 LL: 0.00 DL: 5.00 i Ld: 70.00 BCLL: 10.00 fit: 2.00 id Duration: 1.00 icing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; 4 Wind Criteria Wnd Std: ASCE 7-16 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.00 ft TCDL: 7.0 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. 12 B 2X4(A' SEAT PLATE REQ. Snow Crteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:10(0)/10(0) Plate Type(s): Additional Notes Calculated vertical live load deflection is 0.00" at X = 0- 6- 5. Calculated vertical total load deflection is 0.01" at X = 0- 6- 5. Calculated horizontal live load deflection is 0.00" Calculated horizontal total load deflection is 0.00" Allowable vertical deflection ratios are U360 live and U240 total load. Calculated vertical deflection ratios are U7380 live and U5006 total load. 3' Defl/CSI Criteria PP Deflection in Icc Udefl U# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.003 C - HORZ(TL): 0.005 C - Creep Factor: 2.0 Max TC CSI: 0.284 Max BC CSI: 0.160 Max Web CSI: 0.000 Mfg Specified Camber: Ver: 20.02.00A.1020.21 Carl G. Forbes PE#20699 T 11-T 0 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL A 226 /- /- /90 /59 /123 C 44 /- /- /24 /11 /- B 167 /- /- /74 /111 /- Wind reactions based on MWFRS A Brg Width = 9.5 Min Req = 1.5 C Brg Width =1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - B 75 -77 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, b TPI and SBCA) F safety ractices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise, top chord shall Me Pr roper attached structural sheathing and bottom chord shall have a pro pperly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. AD[& Dlates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to a division of not be responsible for any deviation from this drawing, any failure to build the in stallation nstalls ionand bracing of trusses. A seal on this drawing or cover page enng responsibility solely -for the design shown. The suitability and use of this signer per ANSlfrPll Sec.2. SPEC I RUSS us TRUSS M (560E96100 FAk MONO any Page 13