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Truss REVISION 9-9-16
14' S" * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER " c o o E o= (UNLESS NOTED OTHERWISE.= c * NOTE: ALL CEILING DROPS BELOW BEAM ARE a - BY BUILDER (UNLESS NOTED OTHERWISE) 19' 4" 178" _c -o p a > c NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO a a „ ;, " SHOW TRUSS I.D. AND TRUSS LOCATION � L. ,. V- THE:. BUILDING DESIGNER IS REPONSIBLE FOR THE 9 d G STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. O >. REFER TO THE INDIVIDUAL TRUSS ENGINEERING 0 o a c c 9 s DRAWINGS FOR GRAVITY AND UPLIFT LOADS. _ - p '_ _ •__ Z _2 L C a m O L o FOR BRACING & ERECTION DETAILS REFER s a� d o = 'o� E TO BCSI-03 AND/OR ENGINEER OF RECORD— L— ........: L a _ O " O Gi ol, L L •- m a o a. III o Ia at a � s a " pp REPRESENTS THE LEFT SIDE OF W EACH TRUSS DRAWING E = a 3 a p= of a 'A i JU524 THD46 B " JUS26 _ MS422 CJ EvQ� a c E L v c c 3 v THD26 MUS28 _ = o C� THD28 JUS6-2 c -oo m c Cr THD26-2 (M) JUS44 L a = t���`a O _ C C> THD28-2 ® M H218-2 s _ �� V, •O N ` 'Ca •Q7 C> JUS46 THDH26-2 o " L_ HBB HANGER BY BUILDER3 - LOADING ROOF FLOOR WIND LOAD " = d d -O 01 LIVE LOAD 20 40 ASCE 7-10 o a -a o a" p L E" c o 0 c.� DEAD LOAD 15 20 170 PH EXP C _ E - ---- �- CD rn� -o a LIVE LOAD 10* 0 CATEGORY II 0® " CO 79 DEAD LOAD 10 5 ENCLOSED + m d Q ._ E g " � E _ T13TAL LOAD 45 65 F C - 2014 o LJRV — DURATION FACTOR 1.25 1.00 - - - 1 � o Z TPI 2®®7 a m= REV DATE BY REMARKS .0 rn a v, rn a m 1 06/09/20161I MCA ADDED BONUS ROOM FLOOR TRUSSES CD a + v o m c o - - - -- — - - at- E - - - ., rz - o y o o s c v O E s Co o �, 3 Q c rn CD c c 11 0 0 '>. 3 � > c o O W -a y. ._ 5= rn o c •_T o a' i CD "— C y y O O G 3 a ECOND FLOOR FRAMING PLA E It is understood that above conditions have been reviewed APPROVED o m o N _ o a s „ -_a= & are acceptable for the APPROVED AS NOTED °° = " s i ^ fabrication at trusses, _J a • _ OUR OFFICE HA, REVIEWED elevations, pitches, overhangs, �, �� REVISE AND RESUBMIT p:� t'9 - E •E'I TRUSS .>,i�#T I�'�AI� fascsas,ceilin `R��apt�E�AD conditiRE WILL, ons &/al'Itdetail pertaining F REJECTED o .o o a' �.- -�R�i to this truss placement plan. No _ s s a - a JL Z 65' 0, IRST FLOOR FRAMING PLAN DIMENSIONS TO INTEROR BEARING WALLS ARE TO C/L SYSTEM-0 �.`� .-,.._._., back without previous �bewrtt accepted DATE r _ �I 311 SEP 1 201� approval from an A-1 Roof o a y _ a Trusses representative. REVIEWED BY a -a 3 o a HAtCH LEGEND PLAN DATE ARCH: 03/15/2016 STRUCT: 05/16/2016 Z ,; CM •� L O a :G L d > " \ \ CUSTOMER CALATLANTIC HOMES f o o a-o E o C = E TOB @ 10' 8' �Q� _�C I = L L = L " C O CM JOB NAME RIVERBEND o o CU o ~ �+ E E a o o TOB 12' 1 ---- C3 0 LOCATION ` MARTIN • o c . TOB 21'8"C®NTY / LOT # RIVERRENDILOT#23 .... ..:. :..... c ........ ..... ._. ... .. Oi9itally signed by Anthony T. __...-__. ... ___.... - --__-.—_N = e O O — o III a CD G7 y O — " d o O To bo. 111 .BLDG BLDG = O Anthony T oN _�5 Port o -a �, P uce,o Wh<1 Huse TYPE d 3 CM C i Ton 1'.ngineey rg,Cn Anthunyr p-° O .� L �O " •� N 1 of 1 1 b ll� Y iho@when p° '� L L • .. .a .L � !«Pen o ....... . ....................... •C u Ci �py9s a a xo _ c a� NO " JOB # $5019 MASTER C .__ 12 = CD p R a� 67 = O •C y. O 'O G •C " " SCALE E DRAWN _ a E tw l DATE 05 31 2016 a L �- �` " MCA N. T S _, r -L r O o �I, CL ON SERIAL # 313BCA22 00OG0000. LAREA CALCCM �s -- -_ - _ FLOOR 1786.63 112 Awl R L RUQr g: �� a 4807.86 ftz ® , _ FASCIA ......._ 560TRUSd93� W _ o .69ft g°'o°'a�gE L O III HIPLINE 218A3ft a��_ A FLORIDA CORPORATION Q p a- _ s o .- VALLEY LINE 150.14 ft 7 7 f g (�C� (� (� * SHEETING AREA UNDER VALLEY TRUSSES AND Ph f f ,t:°•-/`,',tF` 9-/1101 `.r l �lF.}ax A f 2240` -1 "1 5WASTE MATERIAL NOT 14-5 � ** BLDR TO VERIFY CALCULATIONS INCLUDED ! ICL :PI %VUVW, tt t LI�CISS. Ci�ITI 1� •ro- O 04 OFFICE USE ONL : DATE FILED: Q %(r REVISION FEE: S PERMIT # D 1 O IX RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE Riverbend ADDRESS: 3116 NW Radcliffe Way Lot 23 2. DETAILED DESCRIPTION OF PROJECT _r REVISIONS: Truss Package 3. CONTRACTOR INFORMATION: 1607-0482 STATE of FL REG./CERT. #: CGC1506052 ST. LUCIE COUNTY CERT. #: BUSINESS NAME: Standard Pacific Homes QUALIFIERS NAME: Scott Harala ADDRESS: 825 Coral Ridge Drive CITY: _oral Springs STATE: Fl ZIP: 33071 PHONE (DAYTIME): 954-232-22go FAX: 954-424-8840 4. OWNER/BUILDER INFORMATION: NAME. Standard Pacific Homes ADDRESS: 825 Coral Ridge Drive CITY: Coral Springs STATE: F1 ZIP: 33U71 PHONE: 954-232-2290 FAX: 954-434-8840 5. ARCHITECT/ENGINEER INFORMATION: NAME: AB Design ADDRESS: 1191 East Newport Center Suite 207 CITY: Deerfield Beach STATE: PHONE (DAYTIME): 954-482-0957 SLCCC: 9/23/09 Revised 04/26/2010 REvis "' "�5 ION a. fILE, i 4 F r 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: CalAtlantic Homes SF PROJECT: RIVERBEND LOT/BLK/MODEL: Lot:23 / Model:6511 / EIev:D / GAR L JOB#: 65019 MASTER#: OPTIONS: BONUS ROOM W/ BALCONY e MASTER BEDROOM W/ 4' EXT A 1 w A#A-1 ROOF MTRUSSES A FLORIDA CORPORATION Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. RE: Job 65019 A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 Site Information: Customer Info: CALATLANTIC HOMES - S FL DIVISION Project Name: RIVERBEND Lot/Block: 23 Model: 6511 Address: 3116 NW RADCLIFFE WAY Subdivision: City: County: Palm Beach State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): ,Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 170 MPH Roof Load: 45.0 psf Floor Load: 65.0 psf _ This package includes 116 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0030763 A01 8/31/16 13 A0030775 A13 8/31/16 25 A0030787 C01 8/31/16 2 A0030764 A02 8/31116 14 A0030776 A14 8/31/16 26 A0030788 CO3 8/31/16 3 A0030765 A03 8/31/16 15 A0030777 A15 8/31/16 27 A0030789 C04 8/31/16 4 A0030766 A04 8/31/16 16 A0030778 A16 8/31/16 28 A0030790 C05 8/31/16 5 A0030767 A05 8/31/16 17 A0030779 A17 8/31/16 29 A0030791 C06 8/31/16 6 A0030768 A06 8/31/16 18 A0030780 A18 8131116 30 A0030792 C07G 8/31/16 7 A0030769 A07 8131/16 19 A0030781 A19 8/31/16 31 A0030793 CA 8/31/16 8 A0030770 A08 8/31/16 20 A0030782 A20 8/31/16 32 A0030794 CAP 8/31/16 9 A0030771 A09 8/31/16 21 A0030783 A21 8/31/16 33 A0030795 CJ3 8/31/16 10 A0030772 A10 8/31/16 22 A0030784 A22 8/31/16 34 A0030796 CJ313 8/31/16 11 A0030773 All 8/31/16 23 A0030785 A23 8/31/16 35 A0030797 CJ3P 8/31/16 12 A0030774 I Al2 8131/16 1 24 A0030786 A24 8/31/16 ; 36 A0030798 CJ5 8131/16 The truss drawing(s) referenced have been prepared by Milek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo * My license renewal date for the state of Florida is February 28,2017. NOTE.The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSUTPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo PE by [All Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Delegated Engineering Documents) are specialty structural co orient designs and maybe part of the project's deferred or phased submittals. As a Truss a ign Engineer (i.e., Specialty Ar Engineer), the seal here and on the TDD represents a a ceptance of professional engineering responsibility for the design of the single Tr ss depicted on the TDD only. The Tic Building Designer is responsible for and shall coordin tel review the TDDs for compatibility with their written engineering requiremen . Please review all DDs and all related notes. pPage 1 of 2 finis item nesdeen electrorucauysigned and sealed by An moray iwnuu, c.c., on 8r31116 using a digital signature. Printed copies of this documentare notconsidered signed and sealed. The signature mustbe verified on any electronic copies. A-1 ROOF = TRUSSES' A FLORIDA:CORPORATIM RE: Job 65019 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 37 A0030799 CJ5B 8/31/16 75 A0030837 FL15 8/31/16 113 A0030875 V8 8/31/16 38 A0030800 D01 8/31/16 76 A0030838 FL16 8/31/16 114 A0030876 WG01 8/31/16 39 A0030801 D02 8/31/16 77 A0030839 FL17 8/31/16 115 A0030877 WG02 8/31/16 40 A0030802 D03 8/31/16 78 A0030840 GE1 8/31/16 1116 IA0030878 WG03 8/31/16 41 A0030803 D04 8/31/16 79 A0030841 GE2 8/31/16 42 A0030804 D05 8131/16 80 A0030842 GE3 8/31/16 43 A0030805 D06G 8/31/16 81 A0030843 GE4 8/31/16 44 A0030806 D07 8/31/16 82 A0030844 GE5 8/31/16 45 A0030807 D07A 8/31/16 83 A0030845 HC4 8/31/16 46 A0030808 D08 8/31/16 84 A0030846 HJ2 8/31/16 47 A0030809 D09 8/31/16 85 A0030847 HJ3 8/31/16 48 A0030810 D10 8/31/16 86 A0030848 HJ5 8/31/16 49 A0030811 D11G 8/31/16 87 A0030849 HJ5P 8/31/16 50 A0030812 D12 8/31/16 88 A0030850 HJ7 8/31/16 51 A0030813 D13 8/31/16 89 A0030851 J3 8/31/16 52 A0030814 D14G 8/31/16 90 A0030852 J4 8/31/16 53 A0030815 EG6 8/31/16 91 A0030853 J5 8/31/16 54 A0030816 F18 8/31/16 92 A0030854 J51? 8/31/16 55 A0030817 FG1 8131/16 93 A0030855 J6 8/31/16 56 A0030818 FG3 8/31/16 94 A0030856 J6G 8/31/16 57 A0030819 FG4 8/31/16 95 A0030857 J61? 8/31/16 58 A0030820 FG5 8/31/16 96 A0030858 J7 8/31/16 59 A0030821 FG6 8/31/16 97 A0030859 J7A 8/31/16 60 A0030822 FG7 8/31/16 98 A0030860 K01 G 8/31/16 61 A0030823 FLO1 8/31/16 99 A0030861 L01G 8/31/16 62 A0030824 FL02 8/31/16 100 A0030862 L02 8131116 63 A0030825 FL03 8/31/16 101 A0030863 L03 8/31/16 64 A0030826 FL04 8/31/16 102 A0030864 MV10 8/31/16 65 A0030827 FL05 8/31/16 103 A0030865 MV2 8/31/16 66 A0030828 FL06 8/31116 104 A0030866 MV4 8/31/16 67 A0030829 FL07 8/31/16 105 A0030867 MV6 8/31/16 68 A0030830 ; FLO8 8/31/16 106 A0030868 MV8 8/31/16 69 A0030831-' FL09 8/31/16 107 A0030869 RG01 8/31/16 70 A0030832 -, FL10 � . ` , 8/31/16 108 A0030870 RG02 8/31/16 71 A0030833 " FL11 -- : '8%31116 109 A0030871 V12 8131/16 72 A0030834 FL12 = 8/31/16 110 A0030872 V16 8/31/16 73 A003d835 FL13., 8131/16 111 A0030873 V18 8/31/16 74 1 A0030838 I FL14 8/31/16 112 A0030874 V4 8/31/16 Page 2 of 2 W Job Truss Truss Type Qty Ply Pac/6511 EL D A0030763 65019 A01 Roof Special Girder 1 2 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946. design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:05:59 2016 Page 1 ID:W?quLcRRe?LfzLe98RjH4yHM91-CALE11P1BySBgZdhT1 WB2L8QvGxD9o1JAGjJOyiOJ6 1 4- 1-10-1 3-10-14 9-0-7 14-2-0 17 4-0 20-6-0 26 4-12 31-2-0 36-1-0 1 4-0 1-10-14 2-0-0 5-1-9 5-1-9 3-2-0 3-2-0 5-10-12 4-9 4 4-11-0 4.00 F12 5x6 = 5x6 = j 12 1.5x4 II 3 4 tea} 1 2 d� 0 21 3x6 = 46 = ,1-10-14,3-10-14 9-0-7 _10_14 -02 0 5_1_9 + Plate Offsets (X Y)— [7:0-1-8,0-1-81, [11:0-3-0,0-2-6 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Iner NO BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP No.2 `Except' T5: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B3: 2x6 SP 240OF 2.OE, 82: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* W13: 2x4 SP No2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-11 oc bracing. REACTIONS. (lb/size) 12 = 3491/Mechanical 2 = 2363/0-4-12 (min. 0-1-8) Max Horz 2 = 195(LC 4) Max Uplift 12 = -1579(LC 5) 2 = -1041(LC 4) Max Grav 12 = 3491(LC 1) 2 = 2363(LC 1) 5x6 = — 19 4x4 = 3x8 MT20HS= 3x8 = 14-2-0 1 5-1-9 2:0-4-0,0-1-81,[13:0-3-8,0- CSI. TC 0.95 BC 0.88 WB 0.94 (Matrix-M) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3714/1383, 3-4=-3693/1383, 4-5=-6868/2762, 5-6=-5630/2413, 6-7=-5596/2412, 7-8=-8430/3654, 8-9=-13025/5702, 9-26=-7922/3569, 26-27=-7922/3569, 10-27=-7922/3569, 10-28=-7922/3569, 28-29=-7922/3569, 11-29=-7922/3569, 11-12=-3326/1562 BOTCHORD 2-21=-1403/3403,20-21=-3822/9088, 19-20=-2657/6494, 18-19=-2657/6494, 17-18=-3432/7978, 16-17=-5698/13009, 15-16=-6179/13825, 14-15=-6175/13822, 14-30=-6179/13825, 30-31=-6179/13825, 13-31=6179/13825 WEBS 3-21=-465/1366, 4-20=-2616/1174, 3x4 .1 15 4x4 11 3x4 = 3x8 11 5x10 MT20HS WB= 26A-12 DEFL. in (loc) I/deft Ud Vert(LL) 0.76 16-17 >567 360 Vert(TL)-1.4916-17 >290 240 Horz(TL) 0.22 12 n/a n/a WEBS 3-21=-465/1366, 4-20=-2616/1174, 5-20=-104/546, 5-18=-1338/655, 6-18=-1356/3237,7-18=-3733/1724, 7-17=-1413/3251,8-17=-5934/2672, 8-16=-420/560, 9-16=-1560/1407, 9-14=-863/2178,9-13=-6353/2809, 10-13=-521/424,11-13=3744/8336, 4-21=-5738/2472 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-14 2x4 - 1 row at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plate(s) at joint(s) 1, 3, 4, 6, 8, 12, 2, 19, 21, 20, 5, 18, 7, 17, 16, 14, 9, 10, 13 and 11 checked for a plus or minus 0 degree rotation about its center. 8) Plate(s) at joint(s) 15 checked for a plus or minus 3 degree rotation about its center. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Dead Load Dell. = 16116 in 1.5x4 11 48 --- 7 10 11 y VJ�2 2 ..............12 30 3113 32 33 3x611 412 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 397 lb FT = 0% 10) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1579, 2=1041. 13) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 130 lb up at 284-12, 119 lb down and 130 lb up at 30-4-12, and 119 lb down and 130 lb up at 32-4-12, and 119 lb down and 130 lb up at 34-4-12 on top chord, and 2065 lb down and 952 lb up at 264-12, 50 lb down at 28-4-12, 50 lb down at 304-12, and 50 lb down at 324-12, and 50 lb down at 34-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 . Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 6-8=-70, 8-11=-70, 12-23=-20 Concentrated Loads (lb) Vert: 14=-2065(B) 26=-79(B) 27=-79(B) 28=-79(B) 29=-79(B) 30=-36(B) 31 =-36(B) 32=-36(B) 33=-36(B) dai"sq.fletst�rt�(mit:Ce ATf x11pSi rsraml.�sneCa�.aros:rarsTnnaa;�s ols�uta.a�.et rdre.:iahiisritt•t�;z�i�ir�tfdnant RSSi p �i,�r�lcr,�'�fr�utist ii5�'w", restnaitstttif�t�t u.tttf�E.t,kidea:t�,oEij ;..; uiii:zarl3�rktet sfz;tcesidtn ctlWbxn!d F ti s, e.. pfiTmtt2sa p�Nt r�fexpstilii t�trrlCD,tpnrtna�pt�aaatklfnxuierpne�d't:M»w�tairxeesr�aLvli�Hti!t el�dm2is rSp0.ilSrt Ema tore. m.m���trt�q' wfa ts�s.7eiai!. ;,�thony:T Tot75lio�Iti,-.P.:E:: i<.djudAnin^s2ui irJd�iS�rWev'tuiTi(d.OnfrtLC gfxvtauYtlgider`derai;yJt2yia u5e2isctf6iaf�tlsisfiS lndl0.kphm$711 Ta<.ryprmldt5tl 0atuj�`u_l�iF.ed;!(lt'Sx,sdagSffi�fircu,x+.dr�;uadk�ih66Ft+t �2p�i.Yd't�. : ":#80Q63 2 � G'e Eeietq fn tdttttitceYiGAYitulstmttti'60.tAtrn?.es�r+dESfesdAt y GriJaedSai �ti",aet�ro ESI'AI(sk#tl EtieiisMttr(EilvEx:dim I. Aaiwt ts9!lE+�tes ks ,utlkEist li�eafftaT tsGt ,osty,Itan tKsla [gren et, m5 kadsfiia nbss ' „,t�i u4Emd4itie:3l�sgePl efiti gifiitFi diTuif4 1t6TdiGit ns9W}S&retx i;ASsdt kpUgwSigiY elr iSS55rynteyiPudsjl0.e!}2p gdi"aed Ezsutrs t€vedglN 1, �� p � .. ^ + Fort, 'ierte FL 4945 (ripj�sgS1,Q"1018A1i;aatLatte};dmbetyi-iambelli,P.L F,pindaeianaifassdammtnt;iggnyf Sm,ispruh:6Red_�Abeallbtr'ripit(permEssidGiig2i{A�IBaallnstls;:AiAbexyl iacSollf�P,E; Job Truss Truss Type Qty Ply Std Pac/6511 EL D 65019 A02 Roof Special 1 1 A0030764 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:05:59 2016 Page 1 1 D: W?quLer?Re?LfzLe98RjH4yHM91-CALE 11 P 1 BySBgZdhT1_WB2LDWvl6DBT1 JAGjJOyiOJ6 6-9-0 12-2-0 16-0-0 22-3-11 28-3-5 34-1-0 6-9-0 5-5-0 4 4-0 5-9-11 5-11-9 5 9-11 5x10 MT20HS= 4.00 12 3 48 = 5x10 MT20HS= 3x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 3-8-12 oc bracing. WEBS 1 Row at midpt 3-12. 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 1 = 1544/0-8-0 (min. 0-1-13) 9 = 15ll/Mechanical Max Horz 1 = 195(LC 12) Max Uplift 1 = -569(LC 8) 9 = -677(LC 9) Max Grav 1 = 1544(LC 1) 9 = 1511(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3740/3179,. 2-3=-3425/2923, 3-4=-5232/4424, 4-5=-4818/4028, 5-6=-3704/2976, 6-7=-3704/2976 BOT CHORD 1-14=-3139/3481, 13-14=-2438/2838, 12-13=-2438/2838, 11-12=-3693/4394, 10-11 =-3693/4394, 9-1 0=-2304/2726 WEBS 2-14=-437/604, 3-14=-433/594, 3-12=-2285/2824, 4-12=-1948/1777, 5-12=-371/485, 5-10=-943/980, 7-10=-881/1282, 7-9=-2945/2511 w 12 it iu 5x6 - 3x10 = 5x6 WB= 3x4 = 16-6-0 25-1-12 7-7-4 8-7-12 0-3-01, [12:0-4-0,0-1-81 CSI. DEFL. in (loc) I/deft Ud TC 0.62 Vert(LL) 0.56 12 >730 360 BC 0.74 Vert(TL) -0.9910-12 >412 240 WB 0.77 Horz(TL) 0.19 9 n/a n/a (Matrix-M) NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf: BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s)1, 3, 4, 6, 8, 9, 13, 14, 2, 12, 5, 10 and 7 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 11 checked for a plus or minus 3 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=569, 9=677. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Dead Load Defl. = 518 in 5x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 161 lb FT = 0% _ ......... man A!��r1r✓xllOS�''i(SNiirNia :RfS�€St�Nj:70'ilRF�Has h crMs¢iieei,..snR,sm Lt2ie��tFq„�t'!,u»iq�irl,lnuu 52rn1eranrs, Wv trSr.i:e f�siule l9,cdCi�ndinlnRnesrnatittt?Smr*Trdl,!xnmgan,xlasa,fyantrr„t.uii3un;�ptm{�oar�null erbr�n ramrae s ry i<_ rrsou+ant�a�o�,r�a�wu�atr�pnarmauarto;rp���ar%r ra�aEia9ca�etau,+r�,rl�q.o,�,��n�r,`,aa�rmtarr��,y«vv�i4 e:. Anthony T Tonbo ILrP.� ate+„ate(eta9�ni�pYcrhsrurSa�atrn�cixaa:,��nmtw/�,�n�rer,,vrt�s�?rutus���r�,;aa�nr,�,rei;�xun�es7w'lntgea4rj7,Hrniny�hghzz �seard, mgur sinretas)} Aet:1GrAce�Mus.-, 4451.St tiK� Blvt� . . . , .. .Fait Riert.e, F .'3444i Copirig�IjL'iDibii�1R36ilrastts;dMSeeyl IomDa111,,P,L` tepigduoiodctihisda[omenyingay(rotQraA;6i(edi.n6grilhdar�td,p2rgtrssti®iigm§aiaoiimtsss=A�fia rlJett4y'IgP,f" W Job Truss Truss Type Qty Ply Pac/6511 EL D A0030765 65019 A03 ROOF SPECIAL 1 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:00 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-hMvcEMQfyFa1 RjCt11VlkFtJOJd_ydhBYgOHrgyiOJ5 6-5-14 12-2-0 14-6-0 21-1-4 27-5-12 34-1-0 6-5-14 5-8-2 2�1-0 6-7 4 6 4-7 6-7-4 A 6 3x6 = 4.00 F12 3x4 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 *Except` T3: 2x4 SP M 30 BOT CHORD 20 SP M 30 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. WEBS 1 Row at midpt 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1542/0-8-0 (min. 0-1-13) 9 = 1512/Mechanical Max Harz 1 = 221(LC 12) Max Uplift H 1 = -559(LC 8) 9 = -680(LC 9) Max Grav 1 = 1542(LC 1) 9 = J 1512(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3783/3146, 2-3=-3604/3084, 3-4=-4084/3454, 4-5=-3791/3182, 5-6=-3184/2548,6-7=-3184/2548 BOT CHORD 1-14=-3180/3526,13-14=-2461/2851, 12-13=-2461/2851, 11-12=-3104/3683, 10-11=-3104/3683, 9-10=-2053/2428 WEBS 2-14=-393/558, 3-14=-622/710, 3-12=-1509/1942, 4-12=-154311404, 5-12=-117/276, 5-10=-739/822, 7-10=-698/1066, 7-9=-266712275 46 = 46 = lL 3x8 MT20HS= 4x8 = 3x4 = 3x8 MT20HS= Dead Load Defl. = 9116 in 3x6 = 3x8 MT20HS= 3x4 II CSI. DEFL. in (loc) I/deft Ud TC 0.93 Vert(LL) 0.43 12 >943 360 BC 0.76 Vert(TL)-0.8310-12 >491 240 WB 0.84 Horz(TL) 0.18 9 n/a n/a (Matrix-M) NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 1, 6, 8, 9, 13, 14, 2, 12, 5, 10, 7 and 11 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 3 and 4 checked for a plus or minus 4 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=559, 9=680. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 5x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 164 lb FT = 0% rtg�.PlnseSm}rt?ir;@vcrn�ntKss(s+u�sirtiEiff.i.tucctar�^,��rki.itsu+r,^�o'}iu��sr..n>wn.:rE,hiEcn�EW-�aEairrFi&EEEa.,nntauperrRotDerEe3'c�o,n,Ell.'Eg�Eu;:i utcE�Es;EafirnEE,EtE-�Ea�:.�.e1:r.�tlnnrTa,nii mil\:RFU9: LyEl Ui3t1iHe3bl k\]C'iNWli�l \t 15'eigl,ryAtlV\yr{t(3(:�itE! e7laft i{(1¢aEljTlf#fbOUrPJlQliEetlx"Satti eseEqufKAthLpd51.5>ijjlti5 dj#ltdlIIdtr3�tE�(Rt4(fni. Feat l}1DS13ata3M ,.«-ytnddii5 {tiiri's ,Ahtlb07 TQ^5..b.ltt1,'P:E:• 1 ? r • �drst�disrn fuu t.7dtgts�re,t eil.rt.xrm d+w� c eeisva7a nigEafadltz{6E�1 yuc u,eaxetida VtCimyrma kwruj'tl sdml fi!at<iiilaun asdat5�lis,ca�t ii cy�aatty�m}:Enieg nEeean:�6�n�apstgc4sx ,s�pu.�E,��_ 3 80683 .; ; 3ed4t�attie^IpEnaE7tima5S7arxetsefE\rme�r�,naisr�uraisetp+�[9EsKAasiiYquspnrssdtili�sEm�arsrlstua�dr nassNJnEreFEn�(Werirot�n, tsu•7�k9at.;reE.c�j:n��n�;td�r,[s`aeE�srtrfE,ascptagxe,rsc�msysa?>enxgiyc 4a51.st Luefe,BlvC., 'axiisl[tssHeel'f(\teSWaEN+Tn6+i9isdk)Etllg?nnnhrL.i6er Hs 9Etipb�OnERS 2ekn�ej C�}inr r!r,tsirsn�ifE�vterdet2 fed., 17u;Nr nefYzc;,in5s do eedhin-f.1, `. ierce,Fl.'349,4C1 Copfriglf,[Cs,1018�1)',aa(Isssst3;6mhch7t Iam6npt,P,E dtpindudapai,(6lsdam�nanyjggnf(em [spsS6�il;dkahcunhq'stn h atm5ss5acif d-iRaoitmsst;'=Rm6a rl lea5n;lll:,p,,. Job Truss Truss Type Qty Piy Std Pac/6511 EL D 65019 A04 HIP CAT 1 1 A0030766 Job Reference (optional) n, —u, , --' run --, rt_ ovavo, ucb,n, ubb.GO,n mun: , A4u b VGt / /uIb rnnu /."u s uct r zuia mi i eK inousines, Inc. VVea Aug 31 U`J:Ub:UU ZU16 Rage 1 ID:W?quLer?Re?LfzLe98RjH4yHM91-hMvcEMQfyFa1 RjCt11VIkFtJXJZFyiFBYgOHrgyiOJ5 5-11-7 11-10-0 17-0-8 22-3-0 28-1-9 34-1-0 5-11-7 5-10-9 5-2-8 5-2-8 5-10-9 5-11-7 4.00 12 4x8 = 1.50 11 4x8 = 3 4 s 12 11 10 9 8 3x6 — 1.5x4 11 Sx6 = 3x8 = 5x6 = 1.5x4 11 3x6 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 1534/0-8-0 (min.0-1-13) 7 = 1534/Mechanical Max Horz 1 = -90(LC 13) Max Uplift 1 = -682(LC 8) 7 = -682(LC 9) Max Grav 1 = 1534(LC 1) 7 = 1534(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3788/3180, 2-3=-3106/2643, 3-4=-3197/2845, 4-5=-3197/2845, 5-6=-3106/2643, 6-7=-3788/3180 BOTCHORD 1-12=-2898/3535, 11-12=-2898/3535, 10-11=-2209/2898, 9-10=-2209/2898, 8-9=-2898/3535, 7-8=-2898/3535 WEBS 2-1 1=-705f735,3-11=-199/417, 3-10=-311/524, 4-10=-396/441, 5-10=-311/524, 5-9=-199/417, 6-9=-705/735 NOTES- 1) Unbalanced roof live loads have been considered for this design. 22-3-0 CSI. DEFL. in (loc) I/deli L/d TIC 0.92 Vert(LL) 0.44 10 >931 360 BC 1.00 Vert(TL) -0.76 10 >541 240 WB 0.54 Horz(TL) 0.23 7 n/a n/a (Matrix-M) 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 1=682, 7=682. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Dead Load Defl. = 1/2 in u1 T I I� �I so N1-0 1 1 PLATES GRIP • MT20 244/190 f Weight: 161 lb FT = 0% ... 5�:p neasa�a,rdlrn*ores drrrnuss's(stool')Kaiiusem:3masst4,sizilfiira�saa��t,surC�irv.'in$:kmrr?riw:ciut,t�:a�.yin,[tipara%S�u,d�rr,,wot¢.i wn,wuMiresnc.�:,n�nFin,�lnasa�,ai: �..�„ u,jl,ms��rttez aP.k7Wk�tuIDUb�rtld}tl�sis�s�sxs€waltSrsalycgi ea dnrdeot11G4.rr�susXnatej��v�dlzl�,htueul�u{nsury psrur�iet.�nhaupdi%nsta�;Hn ,epi�es(9rt3li0sd atn ltil {iiasinna�wa+ht�stmsna ^s77sfim ..:,.:.'. ... �. •s$nidt�s rn runt#t lifun Ysara'a�'a,eus ovtsi�n`Tdt met er� �e +,ru�.u:n�Jr., ¢t�zML,d + § ;.lnthonyT Tombo�llz,iljE:; r !a# Is 9 P fiv g'P ., z#„. tx`kysSs :rn rxarrc,sfdmsSAcd 5exdnr tsa,,f�fursxdmrsrugy n,laas,u3kt4Ga,rxsnpaa+z�d. ¢ r aetawsa aaeiwlrsed¢lt ��,z,rwai,st'n�zt��.y,:ei�zrerxue:�klsaugnssd,�)s�m�epgrr�ius�i�rneFzsrs�r,�eap�a�;aw�e?rnsanrcrev�,:�a?�::osi�,sdn�t,ssaa��tlsgtzy�r4e��s,&�a<mA�i+ss RI�083.,._. �• i� cl%rtitµeflb,d4ritpta��etfz�,s6+tr7�lri7ite�ezr,sl rf itt�ssS,s�Gq�s L:nts4}��1st 6if�r,�tnsS}nta s}aeetdsSluwea.t;<:�Ru`i'��zsviei)faetatn G; 44S'�, Str l.U[j9,i11yt1. ,FbrL;P,,erce, EL ,3,y4d `� }[o�fng41�;9Qlbka}oaf/tnsss},aidlES�Xt,lombt111,P,E Rrprodn�ep,glSbisdaromen6inopptsarsprQbi¢j(EdLgbgaftfiiwrinenpemtisstedf,esrtAlRccilsnhtz,lYmbc f7 ie>r46,'il(;;P.J=. 7 M A Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030767 65019 A05 HIP CAT 1 1 Job Reference (optional) Al KOOT f russes, ran coerce, rc 34wio, ueslgnto_a t uuss.wm Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:01 2016 Page 1 4x8 = 3 Dead Load Defl. = 1/2 in 12 1u a r = 1.5x4 11 3x8 MT20HS= 3x8 = 1.5x4 11 3x6 3x6 = 3x4 = 3x8 MT20HS= 7-0-3 1 13-10-0 20-3-0 27-0-1 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 >. TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 30 `Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 4-2-5 oc bracing: 9-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1534/0-8-0 (min.0-1-13) 6 = 1534/Mechanical Max Horz 1 =-105(LC 13) Max Uplift 1 =-669(LC 8) y 6 =-669(LC 9) Max Grav 1 = 1534(LC 1) 6 = 1534(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3744/3175, 2-3=-2862/2484, 3-4=-2654/2458, 4-5=-2863/2484, 5-6=-3744/3175 BOT CHORD 1-12=-2877/3486, 11-12=-2877/3486, 10-11=-2877/3486, 9-10=-2004/2654, 8-9=-2877/3486, 7-8=-2877/3486, 6-7=-2877/3486 WEBS 2-10=-907/930, 3-10=-243/489, 4-9=-243/489, 5-9=-907/931 NOTES- 1) Unbalanced roof live loads have been considered for this design. CSI. DEFL. in floc) I/deft Ud TC 0.96 Vert(LL) 0.38 7-9 >999 360 BC 0.93 V.ert(TL)-0.7110-12 >580 240 WB 0.93 Horz(TL) 0.23 6 n/a n/a (Matrix-M) 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;. Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=669, 6=669. 10) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 34-1-0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 155 lb FT = 0% �ifirs'�P4ns^.en�l(rritrik lll»ipUSI:i�SEllrs'�6.#biCiEtYlttUC7r"tS!!ihMs"ite'tl:Ci;$'?3IY.'NCrn�ttn�rki��a'a=.satiedud rnFt ns;ii.p mcrtiGt;¢l,�kbsrlT_rc»I((r..lelrnu SieAt!tm ne, l4E v`�'ss Y,:etnSe'40,sesi SL�itevunlx llsn A:3k1 sNMEr ID5unsi,d.11( Ss,e rq myas rxhf5pstb a Ste, 0R1GO4reus1n0•s,P,;i. ft"F0,tfuce.c v4-"i esiifyJsrk seLpdCar9a In vgentmdt(30edr aln irll ,li6ugrest�r�u+, I.tw*.s ,FxhSat;. :'�jjttlolly:7 TO(;3b0 tfl`� P.E:. �rtAdnirS ten Sdsa3ttsrtr{stvlmSH*Oaier tvCetfs ve;:anin�yiitrde trill iAe9per Cnrrax.tttS�`U#41C of o:�diwlrci:W xd3fEl liee�r+t>rAdtkei.5oi rat5ddr,[d&s ncyyxzturnst.shn}gzih(xeN€dk'a;.fieCleRv rspn,9e3}� 80053 3i rafisiEnimlkvfrsr iisxe7sdi+tutteT'SsfAt't?,str;lnhes'A4aa"rdSvatZSSSdz�fa'arA�svtiQl`�#hs3d�ji ni SMAvttt}nenedfn nN°sr?;oa i'Sl hRs s#ar a,tY3F snl37esdtuf is6es rltis Gei fa rci snmks:�Wirnearvii } � �,, � .lam! 44S) St LuaP Blvd. - � a3nfse;rned'rjlrsssi�a-,erl gagrr�+lli viiroln rrt 4:.Iei ss Onlp&14r �:,N54�ke treys e5tgaupr SSSsxitn [e�indsl3ntRp: ltia;ns'uef'n ars•l�nipifl fz. L 34,946 - -[gpyup4drt',iQ)Q,trTRdeil[Qists-Anf44tyijam6alil;'P.EQtitiduc6iofS6is66 ihf.inge4rara<rsprp6,6ir_rd';(p�e3,ihewrinippesmissfaafi6aAjtoc9ln}se>=Am6nsYtTer.11t:P.E Job Truss Truss Type Qty Ply Pac/6511 EL D 65019 A06 ROOF SPECIAL 1 1 I IStd A0030768 Job Reference (optional) ..... " ,,•«0o, ucaiguLwd nsuss.Wsn mun; r.bqu s uct r zuio rnnr. i.bau s uct / zulb rim IeK Industries, Inc. Wed Aug 31 09:06:01 2016 Page 1 I D: W?quLcr?Re?Lf7Le98 Rj H4yHM 91-9YT_Ri RH iZiu3tn4bS0_GTQX1jwOh2eKnUlgO GyiOJ4 17.E-9 16-3-0 i 8-1-12 15-10-0 _ 16A18 1 19-8-8 26-5-8 41- 7-8-4 0 3 1-5.8 ' 2-" ' 6-9-u s 7:718-0 w 0-2.8 4.00 12 5x10 MT20HS= Dead Load Dell. = 9/16 in 4x6 11 4x6 = 5x6 WB7r- 4 5 3x6 = 1.5x4 11 3x8 MT20HS= 3x8 = 3x8 = 3x8 MT20HS= 1.5x4 11 3x6 — 17-8-8 16-3-0 8-1-12 15-10-0 1 19-8-8 26-5-8 341-0 8-1-12 7-8-4 0 1-5-8 2-0-0 6-9-0 0-2-8 Plate Offsets (X,Y)— [3:0-3-0,Edgel, [8:0-1-6,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.39 12-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.76 12-14 >535 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.22 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 164 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except` T3,T4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1533/Mechanical 1 = 1534/0-8-0 (min. 0-1-13) Max Horz 1 = -121(LC 13) Max Uplift 8 = -652(LC 9) 1 = -631(LC 8) Max Grav 8 = 1533(LC 1) 1 = 1534(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3661/3140, 2-3=-2600/2306, 3-4=-2504/2320, 4-5=-2467/2339, 5-6=-2563/2437, 6-7=-2768/2464, 7-8=-3685/3156 BOT CHORD 1-14=-2826/3398, 13-14=-2826/3398, 12-13=-2826/3398, 11-12=-1973/2582, 10-11 =-2848/3424, 9-1 0=-2848/3424, 8-9=-2848/3424 WEBS 6-11=-315/486, 7-11=-953/953, 7-9=0/275, 4-12=-852/1061, 5-12=676/573, 2-12=-1105/1102, 2-14=0/309 WEBS 6-11 =-315/486, 7-11 =-953/953, 7-9=0/275, 4-12=-852/1061, 5-12=-676/573, 2-12=-1105/1102, 2-14=0/309 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8« MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joint(s) 3, 4, 5, 6, 8, 1, 11, 7, 9, 12, 10, 2 and 14 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 13 checked for a plus or minus 5 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except(jt=lb) 8=652, 1=631. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard a@�;r�«,«x«�ifta•a��«,gtr,�:n�v l'+ru� Gaon;iwsamm�rats«xus^�r6lssc�pWtyar�,@ t@"arh�«ta«amn�ti@i«a @�tfnq:i�t«:ir�@3°isl�a�t rw��s?:i ese•�s&rlknnr,« u�@,�+�:ta� r@a«�id,«d Yiuliwxduµt«ts«c:Ii idix.AclffUnSi «sG3. ti«f f « ma i 4 is f e@ atM««,. 1R3npntia«e:�e srixss ssdn«tul.. a ht »3+iry. bc@S dk«tU r rntt lad b«t�Utu @@cR{d' bC�s rim iimi;lm! nelaas,ir3a«fzp. ,...,,: , .o ,., ... �,Anthany T. Tombo:Ita%.:P..Ei: siStV a'76n1ntterecf S�ti�tii�se,Rs.9umaEdt6�s@t�l.t4 ceut�i;mode tAiCm't�e i�r akrmt«a�:tNar�ii'atmLtdirrx=n4e ratr�tY n«gia,ncntt amF@jSkY td9e rvs w�€er�vrv¢mngq�+,draw+„�ri«c�,a6¢Ut«ra+�s"i, � , aein�tr�ra«ait@o�6rsa�zus`«dbeet�@!@;pw<talrait�«sar�a"rtxs«sty@mA�sr�lis3at.n@asr.cm:ele,moawt�ra�,iri�,rnfar,es�ma.,�n�iuvuk:��.rnf�::�r;fau"r«tbr,�e:er�a,R;su�,a+<q�a� .,31.80083,...: ��1ei>xirpalPadtgrt@S1; ed 6�n'�ii )i'ii'«t�u �ti rL �ril,rts 9lsi Eq�eu isNlr3ttm' s .{451;St, LLt�961Yt�, .ai � } i Yi r FL1 YSfpp l*t'ltSJjtbxl«,�kH li@y�@d@]a"ttt�RNe(n 03arf 1E:4d&Irit � 4 ' CYx4P.,erte EL -3Y96, t?P�'!lBtalLc5D1QklRiatrers�s,�i�5'���i,lpm5tiili,�,� AepmdutfDn"q%(6isdatnmanr jgaay`[arvdprcG:6ifed,�A6Qa71hax;6ppi{ptrmiss(intigrclA-%toailruFl�£�.�"inpesytla>ttB$)i(;,Q., Job Truss Truss Type city Ply Pac/6511 EL D A0030769 65019 A07 ROOF SPECIAL 1 �Std 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:02 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-d11 Mf2SvTtgih 1 MG9AXDpgzfx7GTQb9U?7VNw4yiOJ3 8-1-12 16-0 8 19-8 8 21-8-8 27-6-4 34-1-0 5-1-12 7-10-12 3-8-0 2-0-0 5-9-12 6 6-12 4.00 12 4x6 = 5x10 MT20HS; 4 4x8 = 4x6 = Dead Load Defl. = 9116 in 15 1113 12 11 "' 9 3x6 = 1.5x4 11 3x8 MT20HS= 3x8 = 1.5x4 11 3x8 MT20HS= 1.5x4 11 3x6 = 3x8 = 8-1-12 8-1-12 16- 8 7-10-12 i19-8 8 3-8-0 21-8-8 2-0-0 27-6 4 5-9-12 Plate Offsets (X Y)— [3:0-5-0 Edge] [5:0-2-12 0-2-8], [8:0-1-§,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.41 12-13 >995 360 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.78 13-15 >521 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.23 8 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2,T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1532/Mechanical 1 = 1535/0-8-0 (min.0-1-13) Max Horz 1 = -122(LC 13) Max Uplift 8 = -652(LC 9) ' 1 = -632(LC 8) Max Grav 8 = 1532(LC 1) 1 = 1535(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-3667/3152, 2-3=-2592/2299, 3-4=-2497/2313, 4-5=-2513/2347, 5-6=-2826/2628, 6-7=-3025/2670, 7-8=-3743/3214 BOT CHORD 1-15=-2839/3404, 14-15=-2839/3404, 13-14=-2839/3404,12-13=-2315/2920, 11-12=-2313/2918, 10-11=-2919/3487, 9-10=-2919/3487, 8-9=-2919/3487 WEBS 2-15=0/302, 2-13=-1123/1127, 4-13=-933/1146, 5-13=-845/818, 5-11=-255/227, 6-11=-4621621, 7-11=-755/762 WEBS 2-15=0/302, 2-13=-1123/1127, 4-13=-933/1146, 5-13=-845/818, 5-11=-255/227, 6-11=-462/621, 7-11=-755/762 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=652, 1=632. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 165 lb FT = 0% ��itS�}r�alSl i6(�It.ia�Rtst i{r:{AttrDr1 frbl�F�i1{.�aF r{Diir}j�rE{1li±C��4:.c�Mr�rIRLtEdit,ltlEFpPPCEh1[f1�la�ldMRi31R1a 1]4jf D(a�%rEl`{�,�f )tAtafl'IIGU��{;r lalraus Si p4tlae rss CifuaSs +ut a�dpettir4,fFtj Y�ipltfwJM psrn.r�tsrs�'rnMlDDuxrl,d.) 4r�fis is�Fe}neoy 4 f,�J�?N tapCp aft!nen7GDJspruxfaxup�rdlsekt+rtsae>j �reat6eyn pma#+ihJusia trsie q�asivi4�i» f pay tmftafODse!} aesn Itii � kk,mn �po-e�;Ixitsg md�ses, �taNaT!. : >�pjtijOrl)+:T Tor13b0�IIi,; P:E� aY.fit ttdu Jn sttte iaillsaptatuia}aett1wh91HC efrO C?}fs vaaruld�}�f ei¢er,dy)f tc'u5[rv�ti dt!•if ts_C'al lld6ptej_.pla z47Nr r1sryjn cfd6atDw!tj`uN ,�d tt n.+ is(u}ix�y anttayx+til' nrd}aFgfiF6leMnyn,d:.)atl - ^;*00063 . �kr.lu'As}sayer, eaftsetrritsf 4sraJsdid�tlal'Daeddtptaitesev`5rdtuef3rNkalicgS�aa,SlctelaalStShJAifcwakp t)kd SN.lpeide�ea�iujn�d galaz;a,iH,P idnsdimp�vai�alfa�tirlla r,ts6¢c}na Uas fna<;x fe}:u rsl,inntivzdailnar:ness 4jI, $¢ MCP B�Yd. < �- F411'RiSt{SI�Oa{hI11pS;P�SfM{S(likl+li113p{Y11�paf�i5d>slit(..ib�,MS h157iajRlC{: Aaf+�i i'`E SJ Ktt KpT SS)titltlrfji tN l�Ujl Glj::�#I[phsAJt(tC&SM i'�tk dpl}Fl., .. Farj Fierce;�FL, 3495tz n�pnq�l'L;iDId�lFooijtaszis;$mEeeYlJrom6eiif;_g,G itp�eduaogoflhisdommao6igonpf t�,tsproh;tined_ehaotsha,n7mznpumisstoffium,A�lferolimisat;�Antha&yl lo¢Sbi11�P.E. Job Truss Truss Type Qty Ply Std Pac/6511 EL D 65019 A08 ROOF SPECIAL 1 1 A0030770 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:03 2016 Page 1 I D: W?q u LcR Re?LfzLe9 BRjH4yH M 91-5xbksOSXEAycIAxS it2S M uVq GWcm9zbdEn ExS9yiOJ2 8-1-12 16-0-8 21.M , 23-8-8 , 28-2.11 34-1-0 8-1-12 7-10-12 5.8-0 2-0-0 4-0-3 5-10-5 _ 4.00 F12 4x6 = 5x10 MT20HS- Dead Load Defl. = 1/2 in 14 12 10 9 3x6 1.5x4 II 3x8 MT20HS= 3x8 = 1.5x4 II 3x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2 'Except* T2,T1: 2x4 SP M 30 BOTCHORD 2x4 SP No.2 `Except` B3: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1532/Mechanical 1 = 1535/0-8-0 (min.0-1-13) Max Horz 1 = -122(LC 17) Max Uplift 8 = -649(LC 9) 1 = -635(LC 8) Max Grav 8 = 1532(LC 1) 1 = 1535(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3663/3162, 2-3=-2595/2314, 3-4=-2501/2329, 4-5=-2556/2344, 5-6=-3074/2793, 6-7=-3261/2847, 7-8=-3731/3355 BOTCHORD 1-14=-2848/3400, 13-14=-2848/3400, 12-13=-2848/3400, 11-12=-2711/3311, 10-11=-2711/3311, 9-1 0=-2711/331 1, 8-9=-3060/3482 WEBS 2-14=0/299, 2-12=-1122/1119, 4-12=-876/1103, 5-12=-1103/1081, 5-9=-505/553, 6-9=-629/786, 3x8 MT20HS= 23-11-14 CSI. DEFL. in (loc) I/deft L/d TC 0.96 Vert(LL) 0.4110-12 >992 360 BC 0.95 Vert(TL) -0.7712-14 >533 240 WB 0.95 Horz(TL) 0.21 B n/a n/a (Matrix-M) WEBS 2-14=0/299, 2-12=-1 122/1119, 4-12=-876/1103,5-12=-1103/1081, 5-9=-505/553, 6-9=-629/786, 7-9=-491 /681 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=649, 1=635. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 159 lb FT = 0% ices flerseanii�;7r`.k�6e 4tf �t',7rOSi�(Yt!!R'j,FJftl�(.;Et431d047ifjrS iES1�M.�'L7e0'ji.�9�.3EM d['.tnn;:fu3t,des;sZFwfi�saiteddnn4tir:mt�rsiye sr�nrilt�es�it.�i3ertl tcu*�rittirs(neea ihrs�kjron nenfl�nsrdisrues�edalx;4�J,u12 a 7ettewety Kei.he ie*ruatir 7DD4meattd,! of is Ten t iaw i S aoN jt frxlei 1�P ntxinou �ezbe ehste f, us ei»ri-0, Ia tkh4petkes,sjLntnp�dvatli(!b rcenitHtib,en,squzrbifs7 uxmaes,u ..,,- .'^,., ..< rAnthonyT,Tombo�llT�P.E,: �>$;tidnnrnttree:, nifnreetpeard1171 eeigtS�C.fcs.�«utlScavvaeE�varya,.aesmc,a'a1r Ctcdal d5 ruirde>rO7�l INyris atsa:��de€�f?d:.Daki�e's,u irq. truim,etyesw:�wa8ta�,isrlrtxi'srn.m.a� 083 aeirt1smse�tlaerDcd6etac�[t�enxieree}MsS�4a�epar�tnalrtnduines%aid(nrnaj+ntndassfmtwajrq:attnea.teso,c�tnkeatngttrajezkw ins aasi st$ uctsBivd. .• pliHind,rrtd5{rtr.9i°.�eHgegb't!`3uq�7 n3la�ln astlrcd4rt sssDes�ph;4lraW7iletn,�ud es�a>!�[�9Sf7sstecsiegrNerAaS tu3�fy Efilrytl:ud'nssaft:iekeftl t�F�., ,Po[C`P7ErtEs Fi. �G9Q6, ���'PA11.� 101Q1y;F.Rnn]ttctttsc7pt�,�fLlamSotldiV,� AlpinduR'wd,'a$,16ik dammtny jn onj[ rn tlprah;d,{(p�_gbge)16'a;m�q�npgrmiuidafg�,��j•1 kaotGei�Ct=d9lkegyl IoP6e)11�P.� Job Truss Truss Type Oty P1v PaC/6511 EL D A0030771 65019 A09 ROOF SPECIAL 1 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:03 2016 Page 1 I D: W?qu Lcr? Re? LfzLe98RjH4yH M91-5xbksOSXEAyclAxS it2SMuVsO W c_93_d EnExS9yiOJ2 8-1-12 16-M 23-8-8 25-8-8 34-1-0 8-1-12 7-10-12 , &0-0 8-4-8 4.00 F12 46 = r,r WR Dead Load Defl. = 9/16 in 13 — 77 n o 3x6 = 1.5x4 11 3x8 MT20HS= 3x8 = 1.5x4 If 3x6 = 5x6 WB= 3x4 = 25-8-8 . 8-1.12 1G-0-8 23-8-8 23-a1-14 341-0 8-1-12 7-10-12 7-8-0 0 3 is 4-8 1.8-10 • Plate Offsets (X Y) [3.0-3-0 Edge] [4'0-3-00-2-8] [5'0-2-12 0-2-8] [7.0-1-2 O-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.41 9-11 >995 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.77 9-11 >528 240 MT20HS 187/143 _ BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.22 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 154 Ito FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except' T4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-11, 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 7 = 1537/Mechanical 1 = 1530/0-8-0 (min. 0-1-13) Max Horz 1 = -122(LC 13) Max Uplift 7 = -655(LC 9) 1 = -631(LC 8) Max Grav 7 = 1537(LC 1) 1 = 1530(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3639/3130,2-3=-2591/2296, 3-4=-2500/2311, 4-5=-2580/2303, 5-6=-3281/2939, 6-7=-3511/2964 BOT CHORD 1-13=-2817/3378, 12-13=-2817/3378, 11-12=-2817/3378, 10-11=-3064/3730, 9-10=-3064/3730,8-9=-3061/3733, 7-8=-2633/3240 WEBS 2-13=0/288, 2-11=-1110/1101, 4-11=-769/1035, 5-11=-1447/1372, 5-8=-824/724, 6-8=-591 /802 WEBS 2-13=0/288, 2-11=-1110/1101, 4-11=-769/1035, 5-11=-1447/1372, 5-8=-824/724,6-8=-591/802 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf-, BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 3, 5, 6, 7, 1, 12, 2, 13, 11, 9, 8 and 10 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 4 checked for a plus or minus 4 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 7=655, 1=631. 11) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ii'ax'e Plnss xt»?pd.rrix�Ci q1r 31iuSY t'SEBG'}}&KDiE`WgrY tUXln�tS (t4icNj'b7�a'I1:rk5A:t7 .Xt h+a`Inlq.deepttmaCaeatireirtamda netS l07 Mftjd6{ W. M."I huiACi ,,,4wAihn rse.C.tss r5 iia i9i a3e i4,srpt .Yilil orxJe,S.tsspal;Snssdpn tu142un_ifd J1I 35 rt,p.E xenS,t,Slrt�isq peerl?e atnet7164rrprruxsha sjtourduepArt-ul xgnaf(y:,yny#+CnfutxeSnr drasisilzl sip�nel6n#eAOst(rcesrltH.k&s po-nf�-ptP+r.l :egntlraesr sr]eStinr. ;ai;ttioflyT TdmDo I1, P.Ez P ' � ?�ith'Ihs! sshrtnLRS£ngttxrt ezuo-ugttt5+i»etr ABC et taiga rslpmS rAet 7lnp pet�ser u:Cxr�-1`dEd+3 tt�r+dp I dGY �'t#s�l7P�t MipieeAdttelAae e�5fld cd4t i s+, .t£uperA�y-s#ug„s: teLs,ieuiS ez_q diGie.69 telnfi gteng+rwlTtecsAi dtuxs rlstahePOsl Eagmas¢demit'a#PMdey44 sm3d:'rhmzsetjifSPprtlisldkr t) (RJ ae rdettrti9'!+e 1Nbl+xasrrpbud �t irzlfta�iiChrTntsQfsp6u ]rats"GcaGgw`Ukt rctf,'4s ird+ter fvles_S 4,�`5j,st Ltine;alvd., ' ;� `, tnrise d4BeelSrttise .2W b+n iigErelPgx`�rs ssel rQ;: Eel tiOesip h9 p=f N,5S to 4iFcj 'ssN, '�irsslr;tezi,Fw¢aen vlaglninp tjs¢p 'drl szs¢iute eep�lrL4. �FbrrPIerp; F1.,,3 .5;4ts, — '. ,"u Iii50 ,' _ njEccyllnm6aill;P,ERepmdud;nno„ip6ndamman>,jnbng(tas+spro9i6S(idwAhgaJi6invinlnparmissioa,ijnm,A<IteoltrusSPf�=Ain6syllod4q.pf.p� .(APB 9+.. 1b,AljtaaiLcssts;d, . Job Truss Truss Type City Ply Std Pac/6511 EL D 65019 A10 ROOF SPECIAL 1 1 A0030772 Jab Reference (optional) m 1 muol I cusses, run rlerce, rL a4wm, ueslgn(wa-itruss.com 8-1-12 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:04 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-Z7864kT9?U4TwKWeGaZhu5220wyGuPUmTR_U_byiOJ 1 16-0-8 21-8-0 25 8-8 27111 34-1-0 $5-5-p 6-4-8 -4- 4.00 12 5x10 MT20HS-- Dead Load Defl. = 3/4 in 5x10 MT20H8% 4 3x6 � 1.5x4 11 5x6 = 3x4 3 5 5x10 MT20H5✓ 2 �N97 1 1 5 14 A 6X — 6 19 18 17 16 13 12 11 3x6 1.5x4 11 3x8 MT20H� 6x8 = 1.5x4 11 5x8 =3x4 = = 1.5x4 11 7x10 MT20H5= LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014frPI2007 LUMBER - TOP CHORD 2x4 SP M 30 `Except` T4: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 `Except` B1,B2: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` W4: 2x4 SP No.2, W10: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-17, 4-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1529/0-8-0 (min. 0-1-13) 9 = 1629/0-5-8 (min. 0-1-15) Max Horz 1 =-144(LC 13) Max Uplift 1 =-633(LC 8) 9 =-765(LC 9) Max Grav 1 = 1529(LC 1) 9 = 1629(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3620/3126, 2-3=-2586/2301, 3-4=-2492/2316, 4-5=-5120/4588, 5-6=-6776/5870, 6-7=-6696/5756, 7-8=-3354/2983, 8-9=-3554/3031 BOTCHORD 1-19=-2775/3359, 18-19=-2775/3359, 17-18=-2775/3359, 11-12=-3421/4136, 9-11=-2691/3295, 14-15=-3942/4885 WEBS 2-19=0/288, 2-17=-1092/1101, 7-12=-2538/2116,7-11=-1201/1060, 1.5x4 II 9 7O jQ � jc"Z, --�ffi\\ Io 3x6 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.74 Vert(LL) 0.68 15 >602 360 MT20 244/190 BC 0.93 Vert(TL) -1.15 16 >356 240 MT20HS 187/143 WB 0.98 Horz(TL) 0.35 9 n/a n/a (Matrix-M) Weight: 176 lb FT = 0%u WEBS 2-19=0/288,2-17=-1092/1101, 7-12=-2538/2116, 7-11 =-1 201/1060, 8-11=-652/879,5-15=-1295/1291, 15-17=-1644/2251, 4-15=-2685/3074, 12-14=-4076/4923, 7-14=-1863/2336, 5-14=-1821/2141 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joint(s) 3, 4, 7, 8, 10, 1, 18, 2, 19, 17, 12, 11, 13, 9, 16, 5, 6 and 15 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 14 checked for a plus or minus 2 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the 'bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=633, 9=765. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard mrslrlms.,wsrauTnerree[mEiicsi3�15ryaiai'i�ulxs,nntwlistarraaPtmsyauwryis[[wuuri�o;�n��,iphvm.�rsui�lwEsumriacssgpl�we�n�;eaSeecna�lua�tgxu�e,s�d�Te,e a�ie>��,rrad�,rie>6u,�it diTs tb'eu@ry�Sis Itk15ei1m1�iPiikl2ti M ASajgsSA�Qa,G� x,{iK 5i h7:&jn s tlt sydnary_tD T4 �s s�nertde:�w�ii;mwfs}sv �kd is levlxe175eFurk Tar.tepT.�atlel6Qralj erdttlNL ihsrs igsu rain,l ti to Ness,/g15i'.A� :Ahifio [ T. Tomb6�lII' aiisrdtlruiiTvagdyl }ssl6e mr vlAid�g a &Cmssedlrmel ryeC fiSrdwits�Anger• Srutlerl�fhel[ Qa Cvlhe1�1 16eq fd+vl Rit tk tjn sidtar Ng da(fn�dned8rr skA«dry+kveTsl,>I jr,fishlarurs,i{mys3Alierxrt js dmd !: y.380083 'n'tefr)t�asq�r�6er'aaa ar�ieszrex e~.is31o41�r�+�. �fw���r!��I�r�f�Y���U}s�kl6�nr�ir>,SP�e��nneP{o>x}�e[}��z�e trlj d�ssfsegrr �l�e, e�az<melamtncws+�THxo�lysroestnssamrr�aee, �s :44S15E Lucte-81vG.. iH+rglnl4rxll,ltMi�i�sd4r x���hPlr'rrwiunk,ytferr,�soe:BGl�vrjr�tneerti lu�iy�Hl ugne:ctA�ot r artlag 3ui4xrgtdpra urrsa�}dxtnt. F"orf'P[erce; FL`349g6 � (ep�iighiif,9pt¢ARIA:olTmfsa;;!wihpnyTT�m5e1(,P.F.Aealedumxb(>bl�'dntRmem,inunyhrmTsptp6iEiicdwnhoutthear�iee�p6lmnsmo(rem�F�lAoflydssasx;Authony(tem¢o;IfP.E; 41 Job Truss Truss Type Oly Ply Std Pac/6511 EL D A0030773 65019 A11 Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:04 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-Z7864kT9?U4TwKWeGaZhu520ZwyluTPmTR_U_byiOJ 1 8-1-12 16-0 8 22-8-7 27-8-8 29-8-8 , 34-1-0 a5-5-Q B-1-12 7-10-12 6-7-15 5-0-1 2-0-0 4-4-8 1-4-0 4.00 F12 Sx6 = 5x10 MT20HS-- 4 Dead Load Defl. = 9116 in 16 14 '- 12 11 10 3x6 = 1.5x4 11 3x8 MT20HS= 3x8 = 4x4 = 1.5x4 11 3x6 = 3x8 MT20HS-- 3x4 = 22-8-7 27-8-8 • f'IGIG VIIJGW rn, I )-- rJ.V-J-U,CUyCf, fU.UV-U,U-G-OJ p/.UV-U,V-G-,GJ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]or) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.46 12 >891 360 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.79 12-14 >518 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.22 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 *Except* T4,T5: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 1 = 1531/0-8-0 (min. 0-1-13) 8 = 1630/0-5-8 (min.0-1-15) Max Horz 1 =-144(LC 13) Max Uplift 1 =-634(LC 8) 8 =-762(LC 9) Max Grav 1 = 1531(LC 1) 8 = 1630(LC' 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3647/3146, 2-3=-2582/2301, 3-4=-2488/2316,4-5=-2564/2329, 5-6=-3787/3335, 6-7=-3455/3040, 7-8=-3602/3087 BOT CHORD 1-16=-2795/3386, 15-16=-2795/3386, 14-15=-2795/3386, 13-14=-2914/3567, 12-13=-2914/3567, 11-12=-4048/4834, 10-11=-4047/4844, 8-10=-2777/3356 WEBS 2-16=0/298, 2-14=-112211117, 4-14=-860/1091, 5-14=-1335/1299, WEBS 2-16=0/298, 2-14=-112211117, 4-14=-860/1091, 5-14=-1335/1299, 5-12=-284/544,6-12=-1323/1184, 6-10=-1785/1537, 7-10=-823/1021 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf,, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=634, 8=762. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Sx4 II I^ °' - a 6 29-8-8 , 34-1-0 2-0-0 4-4-8 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 160 lb FT = 0 b��j nmun,snups�i•vnea0otiii�§;s 4a�'ttaErrlussusni�astoirowy-utP�}saea"stm�ucsrmo,iryrtptutpsrenaErswieNuasnmsresscinpco- ,gpr�„aaessr rrresx*udr u� as�iina<n_cJf,saras,r�admroeranvij ur='tmetCerrlel s`xtil[tE,setkrxxrPaurrrd4 M,JmSOKgeE,)n�g(x,sT Nhp6pie�'pnes�deamllhtgrt:rrorepiecpPa,dntprdeJ.pli mYnyr spsnuk�)r3tleslrn nhEtu�k7m �epr{tiro Ifro- dr,xer)nl iute pun�pxrt,4sticT eW1ns >wf>btl�. :NCItMC'il':7'. ToniT10'Itt P E:. m'�ldu� � i,`I��rornj'sraja;i�~c.srs>ec�,sa�t�mtr�cr`res*u�nn m�.snea�nnntretlro:r�txiW�`imwmrr,Rm�ddnsmoea)rru`nt�+nets"tiE`a}luau'vepitimia'�•r,u�stais�rmar,an1a Y tus�l�ro•s+prrsrs��elacreee�sstaremlo s��ur�isrcrd�ec�hsN+nwi„Htz�x+Sssrou�aem,nsp)a6:fzn1>r l5sarii�n eer��„as�sa�tlP4trsPxsna,egns�lroscniamµsan7ssu�gau?�sonrptha.eernoeiress�r�<rwesS 4dSSF uete�Tilvil,. �� itb�'w.R)t rxWiiYi 4n1441•�k@ )p[ro MlGfglTrlr9Nf gfri�rlaerry SQfrpRr83WN/K 6`Ji1k p,Il l)aeir!r HrM $lte2fii�'tr0ifl @p'irl�. bp(e)pdtrtl FZ ry, f5deitlH�nrt f, � ftirEPier e, PL `,34940 Ccppig6r � 90T6 fi4R of Tresses-,Api.7pnyT 1 mSo II(,P,(r Rrtradogtx t1f hiYalocU�nt inanyhr7A,isptohiEh�txnhnuuhe irrin6ppem3ssianJm� 4a Raotfrpsso->{ljarhonyl` j@mhn;IPP,E' Job Truss Truss Type Oty MY Std Pac/6511 EL D 65019 Al2 Roof Special Girder 1 1 A0030774 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1.5x4 11 6 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:05 2016 5x6 = 1.5x4 II 8 Dead Load Defl. = 1-1/16 in 4.00 12 3x4 3x4 10x10 = 5x6 = 5 9 5x6 =5x8 = W2 10W10 1.5x, 112 f II 1211aw 3x4 � T� 22 21 20 19 18 31 32 17 16 15 14 3x8 = 5x6 WB= 3x8 = 5x8 = 4x4 = 3x6 = 3x6 = 3x6 4x4 = 1.50 11 1-10-0 3-10-0 8-1-8 13-3-11 22-7-3 27-11-7 , 31-8 8 33-8-8 36-1-0 4-3-8 5-2-2 9-3-8 5 4 4 3-9-1 2-0-0 2 8 Plate Offsets (X,Y)— [2:0-3-14,0-1-81, [3:0-1-12,0-7-41, r11:0-6-0,0-2-81, [12:0-3-0,Edge1, [15:0-24,0-1-81, [17:0-4-0,0-3-01, [21:0-2-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.57 17-18 >766 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -1.47 17-18 >295 240 BCLL 0.0 * Rep Stress Incr NO WB 0.82 Horz(TL) 0.20 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 190 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 31 *Except* 132:2x4SPM30 WEBS 2x4 SP No.3 *Except* W2,W10: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-10-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1727/0-4-12 (min. 0-1-8) 12 = 1715/0-5-8 (min. 0-1-8) Max Horz 2 = 132(LC 12) Max Uplift 2 = -795(LC 4) 12 = -789(LC 5) Max Grav 2 = 1727(LC 1) 12 = 1715(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or, less except when shown. TOP CHORD 2-3=-2453/1006, 3-4=-5591/2280, 4-5=-4626/1900, 5-6=-3592/1441, 6-7=-3594/1554, 7-8=-3619/1566, 8-9=-3615/1452, 9-10=-4666/1928, 10-11=-5587/2304, 11-12=-3008/1251 BOT CHORD 2-22=-965/2193,21-22=-947/2148, 20-21=-2454/5898, 19-20=-1793/4370, 18-19=-1793/4370,18-31=-842/2483, 31-32=-842/2483,17-32=-842/2483, 16-17=-1704/4412,15-16=-2319/5817, 14-15=-1059/2721,12-14=-1080/2766 WEBS 3-21 =-I 473/3647, 4-21 =-1 397/647, WEBS 3-21 =- 1473/3647, 4-21 =-1 397/647, 4-20=-1545/668,5-20=-103/382, 5-18=-1100/587, 6-18=-364/309, 7-1 8=-604/1285, 7-17=-617/1320, 8-17=-370/314,9-17=-1120/597, 9-16=-130/421,10-16=-1438/629, 10-15=-1323/604,11-15=-1265/3139, 11-14=-256/122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plate(s) at joint(s) 1, 3, 4, 7, 10, 11, 13, 2, 21, 20, 5, 18, 6, 8, 9, 16, 15, 14 and 12 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 19 and 17 checked for a plus or minus 3 degree rotation about its center. 6) Concentrated loads from layout are not present in Load Case(s): #6 Dead + 0.6 MWFRS Wind (Neg. Internal) Left; #7 Dead + 0.6 MWFRS Wind (Neg. Internal) Right; #12 Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel; #13 Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel; #18 Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left); #19 Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right); #20 Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel); #21 Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel). 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=795, 12=789. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down at 1-10-0, and 39 lb down and 13 lb up at 33-8-8 on top chord, and 2 lb down at 1-10-0, and 6 lb down at 33-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-7=-70, 7-10=-70, 10-11=-70, 11-13=-70, 25-28=-20 Concentrated Loads (lb) Vert: 22=-2(B) 14=-6(F) siRiynmunircqurrrv,ruann DGSsdp'Ss15�enliirtrats.nsnm�ns:itau-uttaryiasan'meutart�aYr;rtp&,ippaa>rra,yins snaair�ss;;reitanar�p�la�pea�a�riTe�oiiprtr,+�,s�ir�re ��smHaprddhnerw,uit fatkc tknt,Mtkrnotnnsmopuyae uaTns o Fri'�x9.c��tr�Ecy�wt�:s�wmfncisRse.xmo��ct ca eelreksrtnt>'ei�nuFrspo��a7 : resyudme,u srs sy�maa.meion ailrarni,(Et T'usvras�a .;,r cersrneac;,s<nas� .Antfic" 3 utrter/GrnssXaa?ti�ktgsslE: sEsRa:sd:�iysrmic.:rr s�o:m�crnrrmtepexriisrt*rtm�ovfrpnrwnndm.errx ais: taat�:r8;r�lrt tjr'rotfitoo,ri��ru�rdnet :s,uott;yemr�n ertnsrrr� aissm r�srmasapd: j. y0-Ci83 na ,Werat�*0w It�8 nes�i�artuhu,5rac�srtn�wa;Ntoskrr�tta�mit i�an�usgrsd�(Ilrnl aynd op� a�ux*rnaa�s'�nsrn�tae�niz�sanlsm n��.rYoent��u�aJnur�u�rs;uk;r nennsesr ro.._�,�xelraarm yri�amtUhAtietmos eye tsntm�li oii ri sssnaefirm« *ssrrri dacT a 445 St Lbele'Oivd:. � r �� � 9 3ter I rt_ rx7�,essde6uf�[rnFotiPserte,Fl,34946' - --..-- (ep)gig6r��g16A�lA oftrytse:-�Alhotlpr7 mSn 11(1P.�; Repipdugia�al hisAnlV,meoi. in unglurm,jrplohiEilCd vt�h�potfEe wimenptumss�en frem;Flll. of TrCssx�Ant�Pnr;C���c5ollf£;F.' Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030775 65019 A13 Roof Special 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:05 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-1 KiVH4UmmnCKYU5rq l5wRJbFjKK8dslwi5j 1 X2yiOJ0 1-0-0 4-0-8 6-0-8 10-7-11 16-2-0 19-11-0 26-8-5__ 34-1-0 1-4-0 4-0-8 2-0-0 4-7-3 5-6-5 3-9-0 6-9-5 7 4-11" Sx6 = 5x8 = lb lb 13 ' -IL lu 3x6 = 3x4 = 3x8 MT20HS= 3x8 = 3x4 = 3x4 = 3x8 MT20HS= WNFI [' Dead Load Defl. = 1/2 in 1.5x4 II 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.43 15 >944 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.75 15-16 >544 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(TL) 0.21 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 167 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2,T4: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. BOTCHORD Rigid ceiling directly applied or 3-5-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 9 = 1530/0-5-8 (min.0-1-13) 2 = 163110-4-12 (min.0-1-15) Max Horz 2 = 130(LC 16) Max Uplift 9 = -649(LC 9) 2 = -778(LC 8) Max Grav 9 = 1530(LC 1) 2 = 1631(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3625/3023, 3-4=-3486/2978, 4-5=-3950/3410, 5-6=-2820/2509, 6-7=-2627/2465, 7-8=-2790/2450, 8-9=-3697/3148 BOT CHORD 2-16=-2758/3374, 15-16=-4159/4929, 14-15=-303913724, 13-14=-3039/3724, 12-13=-195712581, 11-12=-2845/3438, 10-11=-2845/3438, 9-10=-2845/3438 WEBS 3-16=-829/1065,4-15=-1259/1170, 5-15=-288/553, 5-13=-1253/1183, 6-13=-441/580, 7-12=-283/471, 8-12=-945/953, 8-10=01262, 4-16=-1801 /1645 WEBS 3-16=-829/1065, 4-15=-125911170, 5-15=-288/553, 5-13=-1253/1183, 6-13=-441/580, 7-12=-283/471, 8-12=-945/953, 8-10=01262, 4-16=-1801/1645 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 1, 3, 6, 7, 9, 2, 14, 16, 15, 5, 13, 12, 8, 10 and 11 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 4 checked for a plus or minus 3 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=649, 2=778. 10) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard .perciy Fimut/[ns#xrret*.kc>tnnu 'riSSts('S i,e5k331r7Yi8J4U,T4 SS(GfSCNy'Ur3;i6.Au'6"(LeLLfRI"frrrc �uif(lnigeraw,.rin:effilrc7ws Mit it8tr11[U ag��aJtl 6hur17tata ll�F rtra z5knte(n t6A tta4wLtxsldda6t{6tl'.. �� nt>t�nap�nsa�iirsee��et[�uiEratulnssonm[�,-�t�fsr,�q[�pwjm,� �'.mJquen�[ct�ctan:rr�em�tt:Egmxl;r�o�r�a;r,marts,,atl�:u�rnsayaxc�m,>oodrtutrtnil�mr,u.�arra�s.i�trtd^:��ar .Antfion'TTomti�11TPE.. ni �3 d4.zh u4r lt,itlgi Rear, iit,dmtg rckee eafrcm![ ern aat�'tln r, eua elan n utxce++a}tl�taati[1_iie mnit t��t tilde toque ryuntdnei s,[`argrua�;n re;its>.raa s k mge ramt :-., Y y 809?; ' di3,�tfoy0•s7xalG tdrc aif vt tsx nenaID 1y�ircsns dRe't t?tk�V xrGrpaim3v'ei!.7#uaeruamf13r.162. rfr7j niSxAe`vefn :r(asgw A.pi+ ttP4l efiatrft2risjn i3a:n1&IiiAlt-I,ssg sr�str ioit,Os.lyttnmtirt tlr6ssKah� r kss 4451 S�Wde,EW,. ' tMMstGfusiltDr>ffiiiAtptadrp[vitle�bit ryG[3 hr1(rN11E 6ais 6ApEpgoNfink7(tliRlruaUes(ypN aj xtSt tle4.E ihk(dsllziity;,li.¢tlPofhtO xa; pt t5tl¢htt9rcJrF4, �Off:Pl�r{Z, fL ;494(i -..._:� {ap"p,g61,�1,t01¢RI:r etTlatfe;-,1,LjannylT��"�S.IIIpP;f, Re�radunixafthtsdocumaoi;qunyhimisptohiAgedwnhoutthdinmenpeimissianlramAi9aott@sus:-AiiihonWfT�m5"aa1(,!P,F.' - Job Truss Truss Type Qty Ply Std Pac/6511 EL D 65019 A14 Roof Special 1 1 A0030776 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:06 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-V WGtVQVQX5KB9eg 1 O?c9z1MKLkerMQ_3wITb3UyiOJ? r1 4-q 6-0-8 8-0-8 14-2-0 21-11-0 27-9-1 34-1-0 35-5-q 1-4-0 6-0-8 Ni-_6 6-1-8 7-9-0 NON 6-3-15 1 4-0 5x10 MT20HS= 6x8 = 15 13 12 10 3x6 = 3x4 = 5x6 WB= 3x8 = 3x4 = 3x8 MT20HS= 27-9-1 Dead Load Defl. = 9/16 in 0 v 5x4 11 kn 6 1.5x4 11 3x6 = 34-1-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.43 13-15 >950 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.83 13-15 >490 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(TL) 0.21 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 164 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except' T3,T4: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 'Except' 133: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1628/04-12 (min.0-1-15) 8 = 162610-5-8 (min.0-1-15) Max Horz 2 = 103(LC 16) Max Uplift 2 = -791(LC 8) 8 = -774(LC 9) Max Grav 2 = 1628(LC 1) 8 = 1626(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3695/3023, 3-4=-3503/2981, 4-5=-3245/2745, 5-6=-3039/2711, 6-7=-3064/2618, 7-8=-3730/3134 BOT CHORD 2-15=-2682/3434, 14-15=-3481/4293, 13-14=-3481/4293,12-13=-2138/2860, 11 -1 2=-2807/3474, 10-11=-2807/3474, 8-10=-2807/3474 WEBS 3-15=-721/970, 4-13=-1337/1288, 5-13=-253/568, 6-13=-191/388, 6-12=-188/451, 7-12=-684/718, 4-15=-1177/1115 WEBS 3-15=-721/970,4-13=-1337/1288, 5-13=-253/568,6-13=-191/388, 6-12=-188/451, 7-12=-684/718, 4-15=-117711115 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joint(s) 1, 3, 5, 6, 9, 2, 15, 13, 12, 7, 10, 11 and 8 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 4 checked for a plus or minus 4 degree rotation about its center. 7) Plate(s) at joint(s) 14 checked for a plus or minus 3 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=791, 8=774. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ir�i;irl�lmfstgur«�,rr>zrnacmKS�;s..t8�o[w3`tiusse.�wanr�3tasrcaf^or+�tc�aiaaxr�ur�ri"«iniryt��l�t-�u;2w;Ki�.fum:r�s:c�fl�im "g��;a�&if�yr.its'i�/�rrgl,srniide,t.,l.eatfl�ast>rad,naenetEi� tetrrt�,s,�dtii.seea2e�uic4u;fTmoKzetryas:Yl,su;loy4:,�amft�rgres<mn�espaalascsaculi�esgra�lnirew(es�,eves.,irres.rn-ldfln,.monlyt:en7nl,tye#trl.w�rsuyia,rednelc,,,ana .r uar�[ 6«�,1i °riengn21�, eli4 N�e$Irds�' irttnngt flc::nsafinefee.(.SdwGe}5n€qa?athrd4rtcuacwrxro�rcugnia(m9itjtm�ds,roa terfr8nsro,5eett4ilnialnasArlrVklusaiesyg srryBer,,7[iekxtwudusfr.IdsErssxYanfivdasue:Jtnejk3j5- .-lsdtfio"rif"T-78To0m08ti3 t5onA d Al(Mt tblidws jr d itHissc�ifinyal trE:: Itki1?f5}itr�Y1rM71M1¢[Pitj)1'Wwq [rSYr911ki1 {I�:�id rRl51htt2rS}W4fi�rl�!@J'1111,ggcC,RAf NTIYS2AIINEEIrRlK4�6�@EMI St, arfeJl�Bt�fetijAf lS{¢gtN?D irtl: � FbrE:Rier-e, fL;34448 (epjnig6l.�,'/91Q�'tNsotjiassxs ;ErJhaeyiT mS�l[P,Ff Regindu�ioedll�is9olumeos;inunytAsm,ysp'rohihiiedwahoutihc.�'tinigfEimnsientiam#ltsoffressztuthanyf.Iam5m11f_4,C; Job Truss Truss Type Qty Ply Pac/6511 EL D A0030777 65019 A15 Roof Special 1 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:07 2016 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-zigFimW21PS2noFDxj7OWkg WU8_G5ulD9PC8bwyiOJ_ r1 4-Q 4-5 3 8-01 10-0 8 12-2-0 18-0-8 23-11-0 28-9-14 34-1-0 Q5-5 q 1 4-0 4-5-3 3-7-5 2-0-0 2-1-8 5-10-8 5-10-8 4-10-14 5-3-2 1 4-0� 1.5x dI 6 8-0-5 Plate Offsets (X,Y)— i6:0-5-8,0-2-81, (8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 5x8 = 5x6 = 1.5x4 II 5x8 = Dead Load Defl. = 9/16 in 18 17 16 15 14 13 12 3x6 = 3x8 MT20HS= 3x8 = 3x4 = 1.5x4 11 3x6 = 3x8 = 3x4 = 3x8 MT20HS= 10-0-8 . 12-2-0 LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP M 30'ExcepC B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 3-4-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1627/0-4-12 (min.0-1-15) 10 = 1627/0-5-8 (min.0-1-15) Max Horz 2 = -88(LC 13) Max Uplift 2 =-799(LC 8) 10 =-788(LC 9) Max Grav 2 = 1627(LC 1) 10 = 1627(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3733/3221,3-4=-3471/2915, 4-5=-3310/2859, 5-6=-3527/3033, 6-7=-3708/3214, 7-8=-3708/3214, 8-9=-3285/2764, 9-1 0=-3734/31 11 BOTCHORD 2-18=-2892/3480, 17-18=-2938/3761, 16-17=-2938/3761, 15-16=-2570/3371, 14-15=-2327/3078, 13-14=-2327/3078, 12-13=-2801/3484, 10-12=-2801/3484 WEBS 3-18=-250/407, 4-18=-608/818, 5-18=-799/688, 5-16=-649/608, 6-16=-448/610, 6-15=-314/560, 7-15=-464/533, 8-15=-598/854, 8-13=-147/359, 9-13=-472/509 18-0-8 23-11-0 28-9-14 CSI. DEFL. in (loc) I/deli L/d TC 0.94 Vert(LL) 0.4815-16 >851 360 BC 0.85 Vert(TL) -0.8615A6 >478 240 WB 0.49 Horz(TL) 0.20 10 n/a n/a (Matrix-M) WEBS 3-18=-250/407, 4-18=-608/818, 5-18=-799/688,5-16=-649/608, 6-16=448/610, 6-15=-314/560, 7-15=-464/533,8-15=-598/854, 8-13=-147/359, 9-13=-472/509 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=799, 10=788. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 34-1-0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 172 lb FT = 0% qacirTria,ss,rc�urr«errr�aun-rncssssnr3"6�9nau'rvusoknik:as(astral'utr:rtaeh�;tau.trr�m5rd�ry�s�pphaL�,e?i,ttta+,ssasrns:gt,�Trre�tt3;il�}`a�a�ieasoaarrp�+siiy iFusassieeiGerRen ISI[SSIH+Y13t1SdtIMYELRUtFIp dsk,c�taspimslieese4k xerpluliut AsiUtsi:O�sRv',ftjor{t Sre�+�.TiQazaj,ft urdntupN,q,aummmrnpAi%e@RxpJxsnneleg®eangsesnitrky h•3a.les�aA®eSttLes, iep adsrtl-lUPahrxttBll ib:ksysu.sapL+cC:y ssNns /aisSAs. .ISntfionyT TombtY=Itt�;f>_E.: udlfed6u�T ssLxw ri(& slkr ispuxinjdtnsg Otte:aflsenr,mf,racsr�nea�tFe�on�"s;�e,5rvmndiactr ivaurratio�t:.weq�s:wrfn t�yMiot�na tooaaa�rruer�faet�cs-a?�e gt�,rn,sN�.�sr rer�a�v,sia:l drrn� rrrtld- .x 80083. rte�trwo-s���reutt�ssf�humto+aaro�ga©arrraN��dtur<�u�ru�s�wiar,�usnaa�pl�.tifrr"ru�ruit�ttlrat���d�R'inidsnnh�}n�i�rnia�'s.,au/tsso�;�«tTt:�-:sTa�a?�rimuxan�t,�,ks, �_ a :ganateTgrtaro�ag¢2W$rcryr(psmx ai4ikrrr:oA,pTgtokr sttartrt t! «Jrnn ri xarrperu>a;iu,apumlreervagpaur wtSri.. Fork pierceS1v& LuFL,N , FL ;3944`6 C)pjnigdL�,7pl¢A�1 A?of Tmspzs ,lyttionyT I mlgllf� p,�. RopJodupioaraf;�iidoremeni m�un� term Aspiohl��zdwohoutthe aiin� pdmisiia: freni_fi l RaoiTreaseC;Atihonyt f m�ea�_F Job Truss Truss Type Qty Ply Std Pac/6511 EL D 65019 A16 Hip 1 1 A0030778 Job Reference (optional) n i ,�uu, i , uaa , ui I r,cl , � oVa , ueaiyl iLa I u ues.ww 9 4.00 F12 5x6 4 KUII: /.o4U 5 VGI / GU 10 t'Unt: /.04U 5 UCI / LUIJ MI IeK mousines, Inc. We0 AUg 31 U9:Ub:UB LU1ri ID: W?quLcr?Re?LfzLe9BRIH4yHM91-SvOdv6Wg3iavPypQVQed3xDfsXMJgD5MO3y 3x4 = 5x6 WB= 3x4 = 5x6 = x a 7 8 e Dead Load Defl. = 11/16 in io 15 14 13 12 3x6 = 3x8 = 5x10 MT20HS= 3x4 = 5x10 MT20HS= 3x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-104 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 162710-4-12 (min.0-1-15) 10 = 1627/0-5-8 (min.0-1-15) Max Horz 2 = 72(LC 12) Max Uplift 2 =-810(LC 8) 10 =-81O(LC 9) Max Grav 2 = 1627(LC 1) 10 = 1627(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3731/3163, 3-4=-3486/2870, 4-5=-3324/2813, 5-6=-4517/3726, 6-7=-4517/3726,7-8=-3324/2813, 8-9=-3486/2869, 9-10=-3731/3162 BOT CHORD 2-16=-2835/3475, 15-16=-3463/4410, 14-15=-3463/4410, 13-14=-3464/4410, 12-13=-3464/4410,10-12=-2848/3475 WEBS 3-16=-234/394, 4-16=-506/749, 5-16=-1298/1071, 5-14=0/275, 7-14=0/275, 7-12=-1298/1071, 8-12=-506f/49, 9-12=-234/393 25-11-0 CSI. DEFL. in (loc) I/defl L/d TC 0.97 Vert(LL) 0.57 14 >720 360 BC 0.74 Vert(TL) -1.0614-16 >388 240 WB 1.00 Horz(TL) 0.22 10 n/a n/a (Matrix-M) NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=810, 10=810. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 161 lb FT = 0 S7a�et flmuflarcxtilrreGizsvrx luG ninisfs t5':ottai`iaussuwflwntiutiiau4hu�.ae;ei[[�utuags)es��sisapsrsa�ass,+,s �rsras,zisipuss.s�pej�aibss��yi u�s�i�ti l�a,5wrsnae ss i��sse�s �u,+aarsnrieice.�j .; artst.�ssaairgese�+><+x�nouiceaa i in o`,�Eslexx{s,sr��q&p��1n s�agmgncJ�eumn rap�usvast,�-uaat:gnwigae�wr�ss�inr+ar�es.,rtirras �geraA>s�lo`onir [sTlni [:. e�ynnuap� yscr'srednncsr,r�r�ry. Mttio'n'�:TrTorn � "ii , swKr�rrr.��, sIEtlEixs§i dweerxr6!.xssedkmei aisemirso, maa,�rtedx�rpl�usraeleMsa�r o�apirttt isdfllfio-at tnNasdflltarcAeEi tmi n ar�>,rm.� s3iiir�zmrasir7 d: ,: Y bp' t,P_E.- u)�)%Ds�rmlUatiipnurstn5ss�umto+w�,P,scefoarom�dmcdfl„�"�prtaR�m3�tii�tus�p�5.�zii{muis��?te! rflr>��d��� ini��aanyn�i�tniamaamU;s:o�efs�.�t.�<ne4tm:u�usa,uxri 44 is t nleix(nGhaedka,gn�iybp pa jrinpsagNlYjsnfcsp sh:llktross6arrtEag6¢urs:c7lnstrti�yMsl}as' wH s gnecGlydsx�fea}trinar tN.rgLt�tsitsr,nersee9nlxlt,Fl: 5. 5 Wd2 BI:(d, �nrt;Pieu,e, FL ;34gg6 Ceppig6r,�'QQI4A'IRsafTressei;ArtlhunyiT�9e11flP,F RepredvQixat>hisdnNmtoi;inuriy(6rmssprehj4ieedwnhoVtfpe�inin€aptsmisiianfrom4�t&�oftmssas Ae(honyfijeSe;ICP,F.° f Job Truss Truss Type Qty Ply Pac/6511 EL D A0030779 65019 A17 Hip Girder 1 2 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946,design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:10 2016 Page 1 ID:W?quLcr?Re?Lf7Le98RjH4yHM91-OH WOKnYwbKgdeFzodrg58M122LOtICKfrNRoBFyiOlx r1 4-Q 6-2-0 12-0-0 17-0-8 22-11 27-11-0 34-1-0 35-5-0 6-2-0 5-10-0 5-0-8 5-0-8 5-10-0 6-2-0 1 4-0 Dead Load Defl. =13/16 in 1.5x4 II 15 32 33 34 74 35 36 13 37 38 1L 39 40 41 II 4x6 = 2x4 11 7x8 = 2x4 11 7x8 = 2x4 11 4x6 = 6-2-0i 12-0-0 17-0-8 22-1-0 27-11-0 34-1-0 6-2-0 5-10-0 5-0-8 5-0-8 5-10-0 6-2-0 • Plate Offsets (X Y)- [2'0-4-10 0-0-5] [3:0-6-0 0-2-8] [8:0-6-0 0-2-8] [9:0-4-10 0-0-5] [12:0-3-8 0-5-4] [14:0-3-8,0-5-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.69 13 >589 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -1.25 13 >327 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.70 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 366 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2,T3: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 *Except* B2: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1.1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-8 oc bracing. REACTIONS. (lb/size) 2 = 2649/04-12 (min. 0-1-9) 9 = 2649/0-5-8 (min. 0-1-9) Max Horz 2 = -58(LC 5) Max Uplift 2 = -1372(LC 4) 9 = -1372(LC 5) Max Grav 2 = 2649(LC 1) 9 = 2649(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7476/3679,3-22=-10471/5160, 22-23=-10471 /5160, 23-24=-10471 /5160, 4-24=-10471 /5160, 4-25=-10471 /5160, 25-26=-10471/5160, 5-26=-10471/5160, 5-27=-10471/5158, 6-27=-10471/5158, 6-28=-10471/5158,7-28=-10471/5158, 7-29=-10471/5158,29-30=-10471/5158, 30-31=-10471/5158,B-31=-10471/5158, 8-9=-7476/3678 BOT CHORD 2-15=-3426f7057, 15-32=-3438/7102, 32-33=-3438f7102, 33-34=-3438/7102, 14-34=-3438/7102, 14-35=-5549/11550, 35-36=-5549/11550, 13-36=-5549/11550,. 13-37=-5549/11550, 37-38=-5549/11550, 12-38=-5549/11550, 12-39=-3379/7102, 3940=-337917102, 40-41=-337917102, BOT CHORD 2-15=-3426/7057, 15-32=-3438/7102, 32-33=-3438/7102, 33-34=-3438/7102, 14-34=-3438/7102, 14-35=-5549/11550, 35-36=-5549/11550, 13-36=-5549/11550, 13-37=-5549/11550, 37-38=-5549/11550, 12-38=-5549/11550, 12-39=-3379/7102, 39-40=-3379f7102, 40-41=-3379/7102, 11-41=-3379/7102, 9-11=-3366/7057 WEBS 3-15=-174/685, 3-14=-1754/3659, 4-14=-658/528, 5-14=-1189/568, 5-13=0/408, 5-12=-1190/566, 7-12=-658/528, 8-12=-1755/3659, 8-11=-174/685 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1372, 9=1372. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 132 lb up at 6-2-0, 105 lb down and 139 lb up at 7-0-12, 105 lb down and 139 lb up at 9-0-12, 105 lb down and 139 lb up at 11-0-12, 105 lb down and 139 lb up at 13-0-12, 105 lb down and 139 lb up at 15-0-12, 105 lb down and 139 lb up at 17-0-12, 105 lb down and 139 lb up at 19-04, 105 lb down and 139 lb up at 21-0-4, 105 lb down and 139 lb up at 23-0-4, 105 lb down and 139 lb up at 25-0-4, and 105 lb down and 139 lb up at 27-0-4, and 105 lb down and 132 lb up at 27-.11-0 on top chord, and 272 lb down and 172 lb up at 6-2-0, 55 lb down at 7-0-12, 55 lb down at 9-0-12, 55 lb down at 11-0-12, 55 lb down at 13-0-12, 55 lb down at 15-0-12, 55 lb down at 17-0-12, 55 lb down at 19-0-4, 55 lb down at 21-0-4, 55 lb down at 23-0-4, 55 lb down at 25-0-4, and 55 lb down at 27-0-4, and 272 lb down and 172 lb up at 27-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-8=-70, 8-10=-70, 2-9=-20 Concentrated Loads (lb) Vert: 3=-53(F) 8=-53(F) 15=-272(F) 13=-38(F) 5=-88(F) 11=-272(F) 22=-88(F) 23=-88(F) 24=-88(F) 25=-BB(F) 26=-88(F) 27=-88(F) 28=-88(F) 29=-88(F) 30=-BB(F) 31=-88(F) 32=-38(F) 33=-38(F) 34=-38(F) 35=-38(F) 36=-38(F) 37=-38(F) 38=-38(F) 39=-38(F) 40=-38(F) 41=-38(F) %eniy Ff tlrtee5threnr flt liiC nCS'`3{Sf13reEY3t[7rtY18,�l;C,ib..1s(BSiCNf"tn+3'].IF9C'S�FL�e'YfkT ian Ir,�k ppuaa4nndlerlwksudiifnsireiiJ Cer�;IlC; bHe 6Cttpt 11 to lC,:l_ 4hrw,'eSknEdnene. Lliss�lses�elp6en6;u1� -. �. �, i)itki,m'.�,ep(etes cEAlSitntli 'fe'CCu4t.r, ! Aielns C�4is�'.s¢tfts•h/.regvs+An, sr115my'tOC atr;satin}el/0aetlhspn#irtneingaeiru}Rsooe-7,tCapi 3tfes�d3esugk7rss'lyrl�bh IUPetla nenTi11, 1�Ic r�u:eopuf, la«e}-�ins,}afe7i!Ai, AIItI1C(f ;T,'Totnfl6IIt� PEE:. uess�dtl insCaattiN}istie ret,a�nrdCeC nt 6iCrinien@emelege&rq:r 7l�H sair,�tleudeAAri.l4lliit( Ihclorsl h`Nup ipleWRht ik ytn, cldii'NCutery fi:(imeftlel s'ud lu}tad �sl ¢usAferwq�iinus}s4olt`be eJ 'slryr!-. Y'80083 r. neSnt�hsxparrtlGokvdn Riftsy_eI t1U1C II;Qe/ Ipesi SdfxhlWxriv psatis5.nldirs� (SCi, i4dslJfTo<nlAUnjeln /Aipsurcdpduc 1f41 tsiui@a reijn,�h'tet_ l2sti�sAtkkss0•vpn viei"sCerpk�seureljtissNa+lrinei.`t*kii 4 aaSi sr L(,a� 61vd,. Re%?hf&rmdlrt'artail!V&:gJs xor(gire'I p dkih Il d.'iFarn iCnp G9tleiig Ifi)IRetafd qC fyrnf IJJrasi$Yntt [ i (!gNnj9xlf y-. dllte�IdrridLixine Klr4fN aiFky: "' f _�ort;Pier.e,rL;;34946 - tdpjhlght�iRQ167i�lAooffrassas AeihunyJi;nS'q'ill,p,)<Reamdoelacd};th'isdnlpmantiqun}�tdiin;dsp'lodf5ii#d�xd4outahse?inFapeimiuianfiem�iIHadird;szs'FyAcihnnyfi.a5n;1(�`@:[: Job Truss Truss Type city Ply Std Pac/6511 EL D 65019 A18 Roof Special 1 1 A0030780 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:11 2016 Page 1 ID:W?quLcf?Re?LfzLe98RjH4yHM91-sU3mY7ZYMdyUGPY?AZBKgarBtlKul ezo41 AMjhyiOlw -1-4-0 3-0-8 5-0-8 9-8-14 14-2-0 20-211 26-4-0 1 4 0 3-0-8 2-0-0 6 4-5-2 6-0-1 6-1-15 4x4 = Dead Load Defl. = 518 in 4x4 6 3x4 4.00 V2 5x10 MT20HS= 4x4 3 7 iN 1.5x4 II 2 8 1III 13 12 11 10 9 b 1.5x4 11 3x10 = 4x4 = 3x4 = 3x8 = 1.5x4 11 3x4 = 3-0-8 5-0-8 14-2-0 20-2-1 26-4-0 3-0-8 2-0-0 9-1-8 6-0-1 6-1-15 Plate Offsets (X,Y)— [2:0-3-2,Edge], [3:0-7-0,0-2-8], [4:0-2-4,0-2-8], [5:0-1-8,0-1-12], [6:0-2-0,0-2-4], [8:0-1 -6, Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.39 10-12 >812 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.88 10-12 >360 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 122 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 8 = 1175/Mechanical 2 = 1289/0-4-12 (min. 0-1-8) Max Horz 2 = 114(LC 16) Max Uplift 8 = -485(LC 9) 2 = -620(LC 8) Max Grav 8 = 1175(LC 1) 2 = 1289(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2420/2108, 3-4=-3859/3228, 4-5=-4320/3681,5-6=-1974/1784, 6-7=-1991/1763,7-8=-2710/2359 BOT CHORD 2-13=-1898/2236, 12-13=-1885/2206, 11-12=-2189/2581, 10-11 =-2189/258 1, 9-10=-2119/2515, 8-9=-2119/2515 WEBS 3-12=-1438/1899,4-12=-1564/1436, 5-12=-1291/1697, 5-10=-876/962, 6-10=-688/872, 7-10=-772/809 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 1, 3, 4, 6, 8, 2, 13, 12, 5, 10, 7 and 9 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 11 checked for a plus or minus 5 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=485, 2=620. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard irtag demsilcre°+'ia+xfta t1 r �s n16..,�siitq'�r�itt€e4ierorTF4a�iistclT(ir[P'#uug�?e�EasC#oia.•tnarhtTepnocfisnaierl:sfaaaeb;.tmcit � raahiSfiO[iw�� auaaogT :e»iue€ r,,,unT£,tltitan rsr, Ou, eSir.uc�aa at2r c�rr `.iiaa awepk�Gr,t�3iEiaDubar-sifa�A,atMst.r&gnwa,irycshj,ce�savrtnmlCRrstsruntcerpiop;ra?�stttahil?1€nutnsr.pds;Enyj6rzdkttpgktr3€aeix•€da@,i90e�pxalt lPli:fttd{gessab�p�m>«isa#nad�aestvhbr2} >i'rthan T. Tath�o-Tff PEi: ; r � sTn tePnip1!¢�gn rupa {md OReir�T Cei?rsaerxe r#agedt�datc 7es trm rr tniN�lf *.{`l;aE r�4€db&#.. dtsBSKI Td pit Nd�eP$ 27it d�f,pts €siu;1 'a ;rt>ieC Si d4 o�agb4d�lg cr>tpce,�e`p# Y ;r �0083 . riwx,r x gassaifeMAr sa rs��tbuere a J)�[pdsaasd ? €� s c ats� to abr a asxto:ldria9"1a iaGt s arFa aa�€ l r mras5aa t c4.4 Qq si ,rasa 'st°[tic "Btv '� kri�eZuiaHtdaitisAi'f�ut�rrismBiiJE4tli�rsmikd::6ii�sss3as�yaE�nc>�%u�p.a7aj.asl,�,HbMfs tsnvlryia xdstfe�ry; L`�tgik'$e/��+crtii�:e zctirFF. ,, .., FQ t`P ,,L•�1��'� U:. r.; teree E C.opYr€gt1�S914A•I-:Canflaas;fa-Amficayf.tembnllf,P:� Lpadaa€aApiibndun€mpgflg9al:�€�v,sprah'�iCedaanhp¢I)ficW{in�nptrmin€oa#aomAliauitm�srt€=Amhasyt.ierball(P.E: Job Truss Truss Type city Ply Std Pac/6511 EL D A0030781 65019 A19 Roof Special 1 1 Job Reference (optional) Al HOOT E susses, roe Tierce, rE. 34a40, aesvgnLa i LrusS.wm ID: W?quLcr?Re?LfzLe98RjH4yHM91-sU3mY7ZYMdyUGPY?A 12-2-0 16-2-0 20-8-7 5-1-8 4-0-0 4x4 = 4x8 = 5 8 31 09:06:11 2016 Page 1 arEYIL01 e9o41 AMjhyiOlw Dead Load Defi. = 318 in 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 3x6 = 5-0-8 7-0-8 5-0-8 2-0-0 12-2-0 5-1-8 i6-2-0 4-0-0 20-8-7 4-6-7 • Plate Offsets (X Y)— [4:0-2-0 0-2-41[5:0-2-0 0-2-4] [6:0-5-4 0-2-0] [8:0-1-6,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.28 11-12 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.57 11-12 >558 240 ' BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 8 = 1184/Mechanical 2 = 1279/0-4-12 (min. 0-1-8) Max Horz 2 = 99(LC 16) Max Uplift 8 =-500(LC 9) 2 =-635(LC 8) Max Grav 8 = 1184(LC 1) 2 = 1279(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2740/2244, 3-4=-2599/2223, 4-5=-2327/2013, 5-6=-2172/1997, 6-7=-2224/1919, 7-8=-2717/2451 BOT CHORD 2-12=-2013/2539, 11-12=-2724/3271, 10-11=-1559/2069, 9-1 0=-1 559/2069, 8-9=-2212/2528 WEBS 3-12=-518/708,4-11=-1172/1126, 5-11=-232/412, 6-11=-154/259, 6-9=-161/362, 7-9=-515/705, 4-12=-916/914 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=500, 2=635. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 26-4-0 PLATES GRIP MT20 244/190 Weight: 121 lb FT = 0% _....., _.. _ ........ .......... #Sa F#%t31 pL1YE YfM AId!(gUSi:+f$El1 b.AEgdG ig i µs 4 Lta�'iIE'�Fgt@}il4, Ig�.4`[R'Jhi t�' (tfR:�1H iCgnplG'?SNSta inFZRFI Lil f#}elet5 i:uj3 Rdligtl[{L8i: 3b�BH(E I.d9l(L/..glh tfl4iF C�nllft 51l 1N#Gt H.fTt l'S9t 81�R4. J,fbr teteev,ck Ls.am ievseFhrre lMhaerLtd etc-11 xin`sa Sac<' ear ¢n Levtex 1tiP nsx! m mvadhexvlm t�l even ns st+ihfatfn hdkas+z (xtisi lettaRt%JDeiEe arse ]gll yea,snsss tizY,l ae iv'hgs,3t .^" / as g s s�,itl+ENstn IUvsrWltmgn�€rt lxnvittia`i�6�usyt�f,a?fs,v�a4dny�Ea6i ��&yydtgntt raheLv.Yvn�ib+i as Jttntd ta�dk+sgaa sL v%t Tbegg a?e[d14nE��gexp.,rc%is-,Lel3a ns�a'!Ni4g 3t,iN.-a�ai€anead#amp+Efli..,kxlzet yxaa4,, �.�. �'9Ut5$3 lcru".vcy cyan kgtnRiu3L lixv rElxirEe r'ine€tas`grAi;isra{ged sesnLde�lutcxgats&i�''Ytn¢d�enjY(SI'Fetii>fl7t�itip45E,Anc �ENrusdirtgearda.5dux R4ifs3nixC_s_°ieyefl � rf�seal }'!es:�ftni, ss tcyer�eacs dtce tnpxtil.�{ rt�skmtet?�tr niesl .y451>St. LJtlr? i31Ytj,. < <' Alt/�si4tt�ad§geCesSv"tia;eetlaysc tigstrehge�ues ntl af?teF wtsl3'sL$tEagb�r`.N��t WrF»g:asi3Ywy'ss,isieo?rn xde�knai}1��sWStet'rs�Gts4av pilFEF<.. ., �Fai� PlefC2 Fi.:;3Y,���, at i1- < Eo,'pYngng�,01.Q$]�aMlLsssri��f"i:¢:� Ts`m6eilt,pl A.pii�uainAollhlsdsmmasf i�gap'( eC vipra6�¢dw16gs1Eh�wt4ilz�gpexminrntAg�,b: oailmt4e� side ft TemS�li:f_.n; Job Truss Truss Type Qty Ply Std Pac/6511 EL D 65019 A20 Roof Special 1 1 A0030782 Job Reference (optional) — 11........ — I,_, , =„y„tea , e. bb.,. u. reon. r. b vcl 1 Gu 10 r'nnl: 1.b u s uct / Lu 10 MI I eK inausmes, Inc. Weo Aug 37 utrub:lz zulb rage i I D:W?quLcORe?LfzLe98RjH4yHM91-Kgd8lTZB7x4KtZ7BkGjZDnN Mx9jkmBfyJhwvF8yiOly 7-0-8 9-0-8 10-2-q 18-2-0 21-9-3 26 4 0 14-0 7-0-8 2-0-0 1-1-8 B-0-0 3-7-3 4-6-13 A Dead Load Defl. = 318 in 5x10 MT20HS= 44 = 4x6 = ~ 4x4 = 4.00 12 5 a ,c I 10 b 4x4 = 3x4 = 3x4 = 3x8 MT20HS= 3x8 — 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 10 TC 0.90 Vert(LL) 0.26 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.55 9-11 >574 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 119 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T4: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1179/Mechanical 2 = 1284/0-4-12 (min. 0-1-8) Max Horz 2 = 84(LC 16) Max Uplift 8 = -514(LC 9) 2 = -647(LC 8) Max Grav 8 = 1179(LC 1) 2 = 1284(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2591/2117, 3-4=-2411/2105, 4-5=-2661/2275, 5-6=-2362/2060, 6-7=-2490/2088, 7-8=-2758/2382 BOT CHORD 2-12=-1858/2382, 11-12=-2104/2723, 10-11=-1998/2605, 9-10=-1998/2605, 8-9=-2154/2564 WEBS 3-12=-257/484, 4-11=-296/243, 5-11 =-1 63/476, 5-9=-405/219, 6-9=-124/413, 7-9=-2581395, 4-12=-536/379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 1, 3, 5, 6, 8, 2, 10, 12, 11, 9 and 7 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 4 checked for a plus or minus 4 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=514, 2=647. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard _ . ........... �� flnieTsr�Itn�e�skrt itrxn�ssfswa�Ei«rzit3Ftuiim�wranit3i�u�mjin«��,.agar'��.�re,i�ir�iNeae.�e�tii�ed.luk;Y�er�u� n.t"E`rot;nl`�eE�aegr,e�xiiiriaw�ewum�insent �v�.wi�de��io,nro . .';..;@Eu�isartaEt4zss:+tkt+3tS�9s7D(.ba+re(i!)i[43s'eslis.SH!eny�a,3Evcslf(�un, s�atrdeertDpsrysuusese:;eltc�sdpe�drtsnw('u5nmbp nips v3+(:7Juinrss�pdCxsiol(sL sih¢+aci�t&tt36od senttlfEt:fli is gees izpam fuEsyttvS�sessstu,�r .. ..._,=.. r sAnthoEry�T TombiiIli;:P.E:; �i/seddssin 1,rmixltnpus ri.pr�gwtidtts0 curs# r;, ,tftv,5c ridl3vdei9eE`pd 7vs%ir n[+rs ct M3r tt{ato IxdN vj EsYxpltii 1NNPii.tfddtl 4ciuj.ieltx,Ed i nts, i!" Sy E.shnpy +uCdlteadkroi+.,,3ui, tzyir ypn. s+{ 66093 . ,` aae�,r v;nSenpEhetrscv! i2zxscsu�baaro�ttv��ucceE�imixro±a�;tigba�nsa�;�Esr�ui>aEt nsrEseaurr��n�n`rEd�e)pia;n,tre;Ps,�es�s'>�teK�reaf�erera�r isa�:'�,r;E�p ai�tey�lrsi�Rnk�,a:a�:rr�ais� y . '�` 4 bn'�iseMtrosl9 xtvisi rzt tc6� lilt t,7ef�sd iE"vp ns Ees Fn 4grji,NSESttEs,v K, svetzss3ssieq undo lrrrov 7.'ii 9Q`j1,�U iUd�,dlYp, 'r► � .,... ,PbrtRieree, FL �y9A,ft C.oygr,191iF�i`,46Id;$,7Rp9iliaste� Api6'gpyljam6aIIJ,P.� FepioduitinnpijM1is"daromenL�aep:f is siprg4igi(ed�ghArgtfiawr"iptgPtrmisual6'Pm;4{iitej„lrassE`;;vlgihvspl iam84ilt�.� 65019 1A21 I Hip Girder Job I EL Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 Mi I ek Industries, Inc. wea Aug a1 ua:uo: I D:W?quLcr?Re?LfzLe98RjH4yHM91-Kgd81TZB7x4KtZ7BkGjZDnNRd9o5m: 1 4-0 6-2-0 13-2-0 20-2-0 264 27-8-0 14-0 6-2-0 7-0-0 7-0-0 6-2-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ` BCDL 10.0 A003O783 Dead Load Defl. = 5/8 in ,. 24 25 26 _ 27 28 29 311 3x10 = 2x4 II 10x10 = 2x4 II 3x10 = SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.51 9 >620 360 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.91 9 >347 240 Rep Stress Incr NO WB 0.93 Horz(TL) 0.15 6 n/a n/a Code FBC20141TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-2 oc bracing. WEBS T-Brace: 2x4 SYP No.3 - 3-9, 5-9 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, Bin o.c.,with 3in minimum end distance. Brace must cover 90% of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 2097/0A-12 (min.0-1-12) 6 = 212410-7-4 (min. 0-1-12) Max Horz 2 = -58(LC 5) Max Uplift 2 = -1108(LC 4) 6 = -1121(LC 5) Max Grav 2 = 2097(LC 1) 6 = 2124(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5732/2836,3-17=-7690/3840, 17-18=-7693/3840,18-19=-7694/3841, 4-19=-7698/3842, 4-20=-7698/3842, 20-21=-7695/3842, 21-22=-7694/3841, 22-23=-7692/3840, 5-23=-7690/3839, 5-6=-5835/2877 BOT CHORD 2-10=-2625/5402, 10-24=-2637/5448, BOT CHORD 2-10=-2625/5402, 10-24=-2637/5448, 24-25=-2637/5448, 25-26=-2637/5448, 9-26=-2637/5448, 9-27=-2618/5548, 27-28=-2618/5548,28-29=-2618/5548, 29-30=-2618/5548, 8-30=-2618/5548, 6-8=-2607/5501 WEBS 3-1 0=-1 59/694, 5-8=-147/726, 3-9=-1206/2452,4-9=-1072/831, 5-9=-1165/2348 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1108, 6=1121. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 14B lb FT = 0% 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 132 lb up at 6-2-0, 105 lb down and 139 lb up at 7-0-12, 105 lb down and 139 lb up at 9-0-12, 105 lb down and 139 lb up at 11-0-12, 105 lb down and 139 lb up at 13-0-12, 105 lb down and 139 lb up at 15-0-12, 105 lb down and 139 lb up at 16-3-4, 105 lb down and 139 lb up at 17-3-4, and 105 lb down and 139 lb up at 19-3-4, and 105 lb down and 132 lb up at 20-2-0 on top chord, and 272 lb down and 172 lb up at 6-2-0, 55 lb down at 7-0-12, 55 lb down at 9-0-12, 55 lb down at 11-0-12, 55 lb down at 13-0-12, 55 lb down at 15-0-12, 55 lb down at 16-3-4, 55 lb down at 17-3-4, and 55 lb down at 19-3-4, and 272 lb down and 172 lb up at 20-2-0 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20 Concentrated Loads (lb) Vert:3=-53(B) 5=-53(B) 10=-272(B) 8=-272(B) 9=-38(B) 4=-88(B) 17=-88(B) 18=-88(B) 19=-88(B) 20=-88(B) 21 =-88(B) 22=-88(B) 23=-88(B) 24=-38(B) 25=-38(B) 26=-38(B) 27=-38(B) 28=-38(B) 29=-38(B) 30=-38(B) f --.9eR6)fl Unestlrni"tx llig7 tim531"S(t5'r'Yi]tti EYi6[9k01f�AS(dfrCYtiRr3tiUT03J[�eu£E('6vn Sn3[h �yn�amWYnlu�i �tns nessCe ���9n qnr�; ;suaean rl L:ts u,t lass Skeltdni rL CelnrC�+in saadnfieTF6,acl� tita�m>msiwsnett teutsrcdas tnssop�tgm�Urtr f iep�te_v� .oiio-aapea m�npr fgnepr�tsnd etn mTaprcrttryrz3 te,,d wikrmdege�nragoonyeuntnl rseir nuurc 5ixkaq dries ms:a gothonyT Tor6t 'I11iRE. �tHi., MTlsTx r1" sntn[ s'in(dsnc +r+p'�a at metgeenr,:untjo �u°paNr a<q�tnn chat tnel nl5auierteia MTni ile.rgtm,idta mg 6ni fitllp a'il lns esi ttat/"g,n [)(isl ra ni tnaq,s�t.�tr f, s7aMd ,� :80063 , n'e,umra,grcusti�ercsaenserflunaigCotyAlaEu tracnrtflaiiPi,tbprcms7>a,cn[}sor�e?rSr1+ tstGaiR swr�ya�,tr lhidfixsRutnLSatniAeiiidBLassauw;r/ttsPainTyrfgnris:Nmfidnq;ukfs 4451;5ttucleBlvd,. �ilaiyi�e4fiaedtu fs{ncjl agn9 r x mi glta l p rcac i Mist Ile rroasO r pGatiattiAJlfla6 /lupgeiirw�i{I s Sts!exEirmxof n}nr�11uq,2natml�rl tans ne nae6ul nin l•, Tort Drce, FL',39446 (v"y`�rigNC�? R9161Y�,Raaitrassr� Agi6;on TT mhctlflP,f; Re iodunid[(ot;ibis`domment�ig3nyfOrm,ispio6iE1(�d,anhouttAelsfipelpettsisiianfrom:k'Idaotiross;KuA�thnnyiaamtroliff.f Job Truss Truss Type city Ply Std Pae/6511 EL D 65019 A22 Hip Girder 1 2 A0030784 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:13 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-osBWzpapuFCBVjiNlzEol?wW8Y1 FVUr5XLfToayiOlu -1-4-0 5-11-9 10-11-14 12-2-2 17-0-1 23-2-0 1 4-0 5-11-9 5-0-5 1-2-4 5-1-15 5-9-15 _ 5x10 MTWHS�-- 5x6 = Dead Load Deft. = 5/8 in 4x10 = 1. 4x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC20141TPI2007 LUMBER - TOP CHORD 2x4 SP M 31 -Except' T2: 2x4 SP No.2 BOT CHORD 2x8 SP 240OF 1.8E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 7-7-3 oc bracing REACTIONS. (lb/size) 7 = 9718/0-8-0 (min.0-4-0) 2 = 7959/0-7-4 (min. 0-3-5) Max Horz 2 = 109(LC 27) Max Uplift 7 = -4309(LC 5) 2 = -3674(LC 4) Max Grav 7 = 9718(LC 1) 2 = 7959(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-23246/10441, 3-4=-16885/7578, 4-5=-16241/7337, 5-6=-16939f7590, 6-7=-23233/10333 BOTCHORD 2-11=-9875/21985, 11-17=-9875/21985, 17-18=-9875/21985, 10-18=-9875/21985, 9-10=-7070/15998, 9-19=-9732/22012, 19-20=-9732/22012, 8-20=-9732/22012, 8-21=-9732/22012, 21-22=-9732/22012, 7-22=-9732/22012, 7-23=-7521/17043 WEBS 3-11 =-1 754/4013, 3-10=-6415/3025, 4-10=-1964/4296, 4-9=-403/967, 5-9=-2266/507B, 6-9=-6343/2866, 6-8=1 541/3731 3x8 11 10x14 MT20H8` 3x8 11 8x8 = 17-4-1 [8:0-5-12,0-1 CSI. DEFL. in (loc) I/deft L/d TC 1.00 Vert(LL) 0.4810-11 >559 360 BC 0.88 Vert(TL) -0.9310-11 >292 240 WB 0.97 Horz(TL) 0.19 7 n/a n/a (Matrix-M) WEBS 3-11 =-1 754/4013, 3-10=-6415/3025, 4-10=-1964/4296, 4-9=-403/967, 5-9=-2266/5078, 6-9=-6343/2866, 6-8=-1541/3731 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=4309, 2=3674. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 23-2-0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 296 lb FT = 0% 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3470 lb down and 1600 lb up at 5-11-9, 1491 lb down and 697 lb up at 7-10-12, 1492 lb down and 700 lb up at 9-10-12, 1514 lb down and 702 lb up at 11-10-12, 1514 lb down and 689 lb up at 13-10-12, 1513 lb down and 672 lb up at 15-10-12, 1512 lb down and 672 lb up at 17-10-12, and 1512 lb down and 669 lb up at 19-10-12, and 1517 lb down and 675 lb up at 21-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-7=-70, 2-7=-20 Concentrated Loads (lb) Vert: 11=-3470(F) 9=-1514(F)17=-1491(F) 18=-1492(F) 19=-1514(F) 20=-1513(F) 21=-1512(F) 22=-1 512(F) 23=-1 517(F) :1lm6g Fim+tlun}arnixr5e lil0,11RS��S Stti"•ifiai'rdNi6eDsmnc/s(SIIcuj7?�jiUacs,[t�JwT4n`fr.)fttuSp p,a:anWiedwrnadsmsrgnirr me lea��'?wCe t�uarlfir�pij!<re5r ,statetne ne1n,C�:iumlaen&9,y(j 1lt'fit mraleusr&1(IrnitxpxinLult�aR u.LssOagaG ata $uEq&/e�.r),H ssldra}.I67grewtl®rt'tr;crdMpnhssiNvamw¢ggpwk7:tKArSJ.la�ndptfai4Tmxaepeta�fflLlOenirnsrtPlJpfi tk�uuoit;tishpndrtes.,wlai,¢! .(t[Itti(Ifl"T,.ToiriCiir'Itt P.-E.. afi3eatSs rfsTxwjtst�rsRa rapn�i0�a0rC ier Cr7lnasa4lrMeah�liBefatfs'jDes�u`w3iurfed�fDid'drlttalfar ro¢IA 1G�mf+ailF}i ra�lanid�MlgOniw(frd.nt of8e ini kf(st jNn%yfl r_iishfr �f•;uy.sidih�rngns rtlrt�d Y 80083 " netiejiur�smu�edlr;(ftn?,anevia fHMnjt�dyn to ullaflrte'rtcdjnit aatulivajhepwraetiCr kuaanAl161jr�Wli/lr fr lSIU BU�� abtant�yiliN 1r41 aeKus9lt[gnH'nt' re�M,rrelk 1rse0nnerl»itl�nlgnntit.irc:�uann3n<t, nkss .. 1rki�l}/Lhrq(4vn ixro::+nirlirM�pm:cisf(:rnl6etratsDis- oiagjsharner�'iupai�j:.s,,x7nss�ttai[rr�aotegfilN4iq dxnr �ta,'xa2ri,�radnaidtQFl.. 445'15t Lucre6lvd, � fortDief�; PL ;349,45 (op"pig6r,�,)Q16FIR oilmsPus,Ayt6puyf i m6£�Itf;(; Repfoduation'yfhtsfocumeol,rnouyhrm iapiAhi6ired,rinhoutrhearine9peolissmnfiemlA IRaotla6suK;Ai;thooyC•1�m5olif'P.Fs Job Truss Truss Type Qty Ply Pac/6511 EL D A0O30785 65019 A23 Hip 1 �Std 1 Jab Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:14 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-G2luA9bRfYL27tHZshl1 ICTmKyOEE7XFm?POKOyiO1t 1 4-0 4 4-8 9-0-0 14-2-0 18-9-8 23-2-0 24-6-0 14, 4 4-8 4-7-8 5-2-0 4-7-8 4 4-8 1 4-0 4x4 = e nn 4x8 = Dead Load Defl. = 114 in 3x4 = 3x8 = 3x4 = 3x4 = 3x4 = 9-0-0 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-24 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1136/0-7-4 (min.0-1-8) 7 = 113610-8-0 (min. 0-1-8) Max Horz 2 = 79(LC 16) Max Uplift 2 = -567(LC 8) 7 = -567(LC 9) Max Grav 2 = 1136(LC 1) 7 = 1136(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2398/2203, 3-4=-1954/1687, 4-5=-1816/1680, 5-6=-1954/1688, 6-7=-2398/2202 BOT CHORD 2-11=-1945/2236,10-11=-1346/1816, 9-10=-1346/1816,7-9=-1957/2235 WEBS 3-11=-461/641, 4-11=-103/313, 5-9=-104/313, 6-9=-461/639 NOTES- 1) Unbalanced roof live loads have been considered for this design. 23-2-0 CSI. DEFL. in (loc) I/deft Ud TC 0.65 Vert(LL) 0.19 9-11 >999 360 BC 0.83 Vert(TL) -0.40 9-19 >702 240 WB 0.24 Horz(TL) 0.10 7 n/a n/a (Matrix-M) 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=567, 7=567. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A 5x4 II I� 6 PLATES GRIP MT20 244/190 Weight: 109 lb FT = 0% irony Flits. eutt{6ltrerezCu lilnu ICSi3,S a';'SEi3:it tlUi6 4Lg,➢�RS(ll5rG0j UhriallAkr'd't[LbYi4Tiaa Int(,�ia {s9ndirfu/ixlwe4xllvJ rressdF.la10 s�p(r,n?A`Ne+or urt reacelyt le+u zsxeieAR n Crdersatiritu ralaxi�rcd?tip 6ld=�ss�@rpletrss�l,liisetaac3ziG0afft6 ASllrls OK�;4 ¢s;5{ealtrffige ,lik srluIDry'iD'tgrtklsS�em�setnegcs:�npl%sgm^ennjsesgoxlh4�,M3thus%el tssuj!sira le}rtdmn OC eiir eeFertFla 1#:•itsiFfa7teFhr54xEter elbass swixS..Or.AnthOtl ���T Tombo'IIt; P..E: inlydtSK xTxeA7F+Caisnsruti:?.i�d�e be:irs<mufut�ii,lneaalt�c,m�;u�.eqertmntr'us_matalnar�to�[�,�,s:ad=w}M'ti�et�cidretoaaaa,a�pnrrraet i,�acat�ayn {;Nserem.eY�.'r�r,�gs3a'➢eermr �Janfd:::: _Y 80083 II'Svta�D•s jflf6J[l9l'NH AIC[tlefj4'xt�'f�IS rxrh ta�3/14Grae ea rlS'IMSIitlektaerhEp.fu1S�*ItiaA6h9pi1(SII {, Sh.�atrrfl lla$�A HI. e[R 3a�e)55d,�i:S'�17F{ta�IS4S�IfffjM`�1�1�IIUa r{hlSdh 7rt5Sg`Sireb flP3Shl �lyySlOeif,tR$J b&Lfi;11141.`iIh35 - .��C1St. LUd�"�IYd�. ^.: � ➢tEPtx{35�rXRa]VI g71fSI,Irt�i)Ih;gSt;yli �i{InIES h,I�,'a;IIA{W'f,6fSpFiJO24fIS:�rtll��al0y 1e2(�Nr1Y5${SI GEeIiS!k4tElj�1711},. �Il tirAdGld�9tTi 111151�6SJtfld[F��: �. ... ..... `✓iJ - ForfsPierce, FL ;3444b �� (dpy"tighttr7,7gI4kJ.R oitros3es,Aiihonyr;amSeEtl;P1' RapJaduaxfihisdocnment, gait-t6rm,is`aotili!it_ wa outtbesttin4, Etmmsrml,iiem_�fdAaotiragg?,/;�fionyCZ=ntal�%p Job Truss Truss Type 4ty Ply Pac/6511 EL D 65019 A24 Hip 1 1 �Std A0030786 Job Reference (optional) A i moor , russes, ron. rierce, rL a4e4o, aesrgn(c_va-,rruss.com rcun: r.o4U s Ua r Zu-ra rnnc i.OW s UCr r ZU-vo nm i eK mousmes, inc. Weo Aug d I uu:uO:l4 Zulu rage i I D: W?qu Lcr? Re?LfzLe98Rj H4yH M91-G21 uA9bRIYL27tHZshl1 ICTkpyNd E7bFm?P 0 KOyi01t '4 -0 , 7-0-0 11-7-0 16-2 0 23-2-0 24-6-0 , 1-4-0 7-M 4-7-0 4-7-0 7-0-0 14-0 - e 4.00 F12 4x4 = 3x4 4x4 = = Dead Load Defl. = 3/8 in 9 3x4 = 3x4 = 3x8 MT20HS= 3x4 = 3x4 = 7-0-0 16-2-0 LOADING SPACING- 2-0-0 CSI. DEFL. in floc) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.18 5-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.58 8-10 >480 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 98 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1136/0-7-4 (min. 0-1-8) 6 = 1136/0-8-0 (min. 0-1-8) Max Horz 2 = -64(LC 17) Max Uplift 2 = -582(LC 8) 6 = -582(LC 9) Max Grav 2 = 1136(LC 1) 6 = 1136(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2204/1712, 3-4=-2038/1713, 4-5=-2038/1712, 5-6=-2204/1712 BOTCHORD 2-10=-1432/2017, 9-10=-1790/2350, 8-9=-1790/2350, 6-8=-1437/2017 WEBS 3-1 0=-1 11/398, 4-10=-455/399, 4-8=-455/399, 5-8=-112/398 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=582, 6=582. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard . _.. s. nag rrmuer,rz�rrr�r.rro enoa; m,�n4t><r a`srr3ti rreacsfasam�eitarrewj rora^j/ae,.rrr�,frf�� inalt�rwntian,w,ror�,�mtrirnxpipmr ar�p'^;�drrrta,orr rr� attfGg,T.,s�sdn�.� e�„:� ir<ra rroxetca,�{i r e,menerrlms,.MrrE' eh 3eraanftYdN u�lgstarsg@s�nsr4x.sjr�ilryfeje.rJ,n: vsln[vtt��.un�v„cy*mes�nepJenlyelignn le�.rspw,diN: MScGvn.Axtg4 serrez iy at4NPuIi n1�F�, �P�tissiguuo :.. taus nL'iss ,aisli!�ry ..Anthon'.T:TomW?llii P E. ,i.ua�„:ru�iea „G,urnicra vesm,emamdr eri ee¢ir3D,g+asumfFn nhc iraro4ai� a�mMtMrytnd6H,roo r r^�nrdaeUi ptr utisi j,tiGc gi¢..,1dG�rntnaard Y�:80dn r �.. ne3nt1 r0;qxb nq,��'e�,r rMcrtsStraxeilaa, Ies�rtIXei, iprtdnesdhawusrGajxw ffiyld,¢im{ItS¢i,IGilirMSTP f5x.6¢!{Inn�fbcnaudpilv,.e tHll�ixsi€ttegro,al�5lnl�idi�sde lasso v,�+i,lias OeL,njyatntl�,tss Mu?hsne ede�s ;.. t ,.I^". iQei aikfisfro sea ry#Agnrtvnr+mlfMinn,enrjrlyil l5ernnor:pr[oa psatmpiiupo<a,xT,ysianv[��n av,gsiuiq tgarh aJp z,middnv�bTtal bit WI'L`,*,. y (=ofP,ef>:8; FL 344!lb (dpyiig4s�,2QT�{¢�),A eiLnssxi-Acih$nyTTombgll(�P,f; Repsq�uni�Q¢(#sudorumnm,inonytdrm K.psgdi6i(ed,�{ahootibe;tn'irQAtnmryiianirem'Altaotlmss;t�Aifhony;T�am4d�II,fP;E.:° .. Job Truss Truss Type Qry Ply Pac/6511 EL D A0030787 65019 C01 ROOF SPECIAL GIRDER 1 3 �Std Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design(fDal truss.com Kun: i.b4u s uct r zwo t-nnl: t.04u s uut / LU 10 MI I eK 111UUSUIeb, 111U. vveu *guy a I ua.uu. I cu Iu rnyc I ID:W?quLer?Re?LfzLe98RjH4yHM91-kFJHNVc3PsTvkOsmPOGGrQ?uAMi (zRWO?fBzsTyiOls 1 4-0 4-3-8 7-9 4 11-3-0 14 0-0 16-5-4 18-6-14 21-2-0 1 4-0 4-3-B 3-5 12 3-5-12 2-9-0 2-5 4 2-1-10 2-7-2 5x6 % 1.6x4 II Dead Load Defl. = 5/16 in 3x4 = 1.5x4 11 3x4 = 4x8 = 3x4 11 3x8 = 3x6 = 4x6 5x10 MT20HS= 14-0-0 LOADING SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) 0.19 14-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.42 14-16 >595 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.83 Horz(TL) 0.07 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 390 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x6 SP No.2 BOT CHORD 2x4 SP M 30 *Except* 132: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W12: 2x8 SP No.2, W11: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 6731/Mechanical 2 = 2063/0-8-0 (min.0-1-8) Max Horz 2 = 442(LC 27) Max Uplift 11 = -1985(LC 5) 2 = -782(LC 4) Max Grav 11 = 6731(LC 1) 2 = 2063(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4959/1617,3-4=-4869/1565, 4-5=-4468/1397, 7-23=-13467/3882, 23-24=-13467/3882,8-24=-13467/3882, 8-9=-13467/3882, 9-25=-8928/2532, 10-25=-8928/2532,10-11=-6113/1828 BOT CHORD 2-18=-1772/4654, 17-18=-1772/4654, 16-17=-1646/4600, 15-16=-3977/13299, 14-15=-3941/13184,13-14=-4121/13828, 12-13=-2532/8928, 11-12=-353/1224 WEBS 3-17=-295/349, 4-16=-497/356, 5-1 6=-1 565/5219, 5-7=-5762/1832, 7-16=-10054/2936,7-13=-561/462, 9-12=-4610/1336, 10-12=-2463/8709, 8-13=-2155/639, 9-13=-1571/5216 WEBS 3-17=-295/349, 4-16=-497/356, 5-16=-1565/5219, 5-7=-5762/1832, 7-16=-10054/2936, 7-13=-561/462, 9-12=-4610/1336,10-12=-2463/8709, 8-13=-2155/639, 9-13=-1571/5216 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 11=1985, 2=782. 12) Load case(s) 2, 14, 15, 16, 17, 18, 21, 22, 33, 34, 35, 36 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 lb down and 274 lb up at 14-2-14, 179 lb down and 201 lb up at 15-0-12, 1685 lb down and 806 lb up at 16-5-4, and 1600 lb down and 779 lb up at 18-5-4, and 1603 lb down and 781 lb up at 20-5-4 on top chord, and 326 lb down and 94 lb up at 14-1-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert, 1-5=-70, 5-6=-70, 7-10=-260, 11-20=-20 Concentrated Loads (lb) Vert: 14=-326(B) 9=-1560 8=-1645 23=-218 24=-168 25=-1575 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (piq Vert: 1-5=-60, 5-6=-60, 7-10=-280, 11-20=-20 Concentrated Loads (lb) Vert: 14=-325(B) 9=-1386 8=-1500 23=-192 24=-145 25=-1397 14) Dead + Uninhabitable Attic Storage: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-5=-30, 5-6=-30, 7-10=-260, 11-20=-20 Concentrated Loads (lb) Vert: 14=259(B) 9=-863 8=-960 23=-114 24=-78 25=-866 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 Uniform Loads (plf) Yi+sig flerss nrsrp97:snsr&e 1{f � TiOiSCs(SEitit�,E.%ITdI?ttY tE058ifrd15 (lilt�l CR17S iR.,&t,.�Evifit'..Ma'ieii+.hsErfosge:nserFieefut taKt inssCtp Alan;dL[?eil�s islu:il �us'sa4`i}.�Ie resu3 eil�Me ne L ssssMnise s�clnReR9,u1: ,bati4tcear,}y ftYnW�6t�seiE�.petGrpsf:reGi)11tiK'esgs eSfiett{I,Sµreltjryis nadslt�'es [srlQ4ntnssxtnwtriiadgetteftti(eqi:e�flytt3ENs3+IttSi{Ssstt9p�Cxu+jfxil sit p2ed3af?ili6ttll afKlfll.ik0es qan sEMn i?ifgaalNaes ssLLb(�!. .'�t(jCfl"j T0t11bb�lIrt `PEE:; •.� i�ssdlflsin fern'LKtdap tatK.rc Bs um4n6 sr t`tC ?n ssrxsuatsj¢tadatzty7 gvil..frr�»ta WOr�Laaftsl�rtd6uGej;iL and itli rK gpn�d dgri��up,`utda,asi3 feats sht Dashvp.srtitvyrilmna�l6 a.�t3al.teJ+ts sgtds��;R Y�380033 ', :3elafAai e,stesrs9RNu#( 7Lmatr.IMr,B f�5s(sxrrktuin{Etls9tes7t4NWtGa}bs,+aj� Sd.�IseaAiELSPEfusslE 41es45E3vsrEhleetMfsel,rslgr{axle i"V9CssaidsmpssdxAssst3t�tsftNt SS"lnrnsylrogPscs,[apaencl �SYsdxu!ix�4is1 4a51:St Lutle,Bivd. ctaain3sittlsre(ia4�;la;.ofa{sa'agfijlril{tanis�sl�};'tsirssDnipFcflar�i;8]ttet�ry sslSddF�n3nhn`ti�rndasY dit 11•�iNue/1ttWsirrxl2t ttsitfC,. �Fatt:'P.ierte, FL,z3II946, f9PYrig@iti1�)bAl. g itsssi.a _ 6 crl am56111�P� tt roduUmn,td,3�itdnmmeni,igan `t en ss ra4:a�e�. 9h anhiwsmt6'parmissE�r,llcn,d=lraoiTruues.E'.6ea t.ioaSailfQ Job Truss Truss Type city Ply Pac/6511 EL D 65019 C01 ROOF SPECIAL GIRDER 1 3 �Std A0030787 Job Reference (optional) Al KOOT t russes, tort Yterce, M SAU46, aestgnrdaitruss.com LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-2=-23, 2-5=-33, 5-6=-33, 7-10=-194, 11-20=-20 Horz: 1-2=-37, 2-5=-27, 6-7=49 Concentrated Loads (lb) Vert: 14=43(B) 9=503 8=519 23=193 24=146 25=504 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-5=-45, 5-6=-33, 7-10=-177, 11-20=-20 Horz: 1-2=-25, 2-5=-15, 6-7=-1 Concentrated Loads (lb) Vert: 14=43(B) 9=486 8=502 23=178 24=141 25=492 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-33, 5-6=-50, 7-10=-194, 11-20=-20 Horz: 1-2=-37, 2-5=-27, 6-7=-18 Concentrated Loads (lb) Vert: 14=43(B) 9=503 8=519 23=202 24=146 25=504 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=40, 2-5=-50, 5-6=-50, 7-10=-177, 11-20=-20 Horz: 1-2=-20, 2-5=-10, 6-7=-1 Concentrated Loads (lb) Vert: 14=43(B) 9=486 8=502 23=186 24=141 25=492 21) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 7-10=-250, 11-20=-20 Concentrated Loads (lb) Vert: 14=-325(B) 9=-1416 8=-1530 23=-219 24=-154 25=-1419 22) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-30, 5-6=-60, 7-10=-280, 11-20=-20 Concentrated Loads (lb) Vert: 14=-325(B) 9=-1386 8=-1500 23=-192 24=-145 25=-1397 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-5=-33, 5-6=-33, 7-10=-194, 11-20=-20 Horz: 1-2=-37, 2-5=-27, 6-7=49 Concentrated Loads (lb) Vert: 14=-209(B) 9=-1096 8=-1177 23=-143 24=-105 25=-1105 34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-5=-45, 5-6=-33, 7-10=-177, 11-20=-20 Horz: 1-2=-25, 2-5=-15, 6-7=-1 Concentrated Loads (Ib) Vert: 14=-209(B)9=-1113 8=-1194 23=-158 24=-110 25=-1117 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:15 2016 Page 2 I D: W?qu LcR Re?LfzLe98RjH4yHM91-kFJ H N Vc3PsTvkOsmPO GGrQ?uAM iXzRWO?f8ZsTyiOls Standard Vert: 1-2=-23, 2-5=-33, 5-6=-50, 7-10=-194, 11-20=-20 Horz: 1-2=-37, 2-5=-27, 6-7=-18 Concentrated Loads (lb) Vert: 14=-209(B) 9=-1096 8=-1177 23=-134 24=-105 25=-1105 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-5=-50, 5-6=-50, 7-10=-177, 11-20=-20 Horz: 1-2=-20, 2-5=10, 6-7=-1 Concentrated Loads (lb) Vert: 14=-209(B) 9=-1113 8=-1194 23=-150 24=-110 25=-1117 lrinig fletnnu¢iSITrtnrrrn r,rm�nes's3(u¢t�eir3ii'itrateemuin�efi3Sinai wra^rUueed�FLkllEfr�n SoNthsi�ync4innf Kt m+,u�siics:�pipmt wDP',�neurmrt ttxttWif4'no;e s4dteZntn e�t,:�rta,esd rtantrw;etij .: adetwa�a+pmfceillJttsNir�etWaFt�aY �f )n,rUKae u��R{.�..Ste�httiji, jn ,�wmRlm naR®tce�tdnt4,d+ni (pq. ,yre,Nurt; rxae t� d¢e,uP!Im / Haan logu�r nsrcinl Tkmrpetsmpxc t ... aiiudnsTin,� i±+i�,rrn,rarw,rsi .amtorttr-ntc..er �xadger, inetav g, „re.� r 1�e{iLrtt R(utM6a7T,xau �tetTfit tre er{mafdmtoontmrrdneeta,tM, as ini a fbhreUoinliy siduene os,'fd�pel: _ :Antfiony�T Tambo-tiI; F:E:. . "ait}e�6ho•,.er`ae�trureae,ctt{a,;.nata4piyar�ace":nlFt�cetr,ibr�ua5�ey{^tE,dtron{nsgr<�Ckrirmnsse�.rae,utrrepoxdj�liryitrtrxY{i�nsjrrtaUxetrrani,aaJ7axhs,'�so�rtty,�nt<tirpnP.tem�ner.z�ku y"trt(tntfrewdYr,etaea.{sr€taernry,,nni�T,iyyg r?nxsp,,hrt tWrn sO(rptyruirTjFmntdiiW�ef�a n,ri w3 Utz (greyeta�nrehit�ey„}, mppm(ri rez �i,tsa�tFl jy;4. 6,iONt' Luel�-Blvd,: F4rtEPlerCe, PL ;3.4847T {dpj7,ghr�i,7yi¢A�LrsolTmss¢s-,Aoiho,iyTTam6gil(,"P.E;RtpiadotfiaaglMitAotumeet,m.anytar�n rpjhhi5itedwnhoattht.i»itienpetma:mafitmAIRaafirUSs$C-A�thooyi7exfi#hf➢.E' Job Truss Truss Type Qty PIy Pac/6511 EL D A0030788 65019 CO3 Common 5 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:16 2016 Page 1 I D: W?quLcr?Re?LfzLe98RjH4yHM91-DRtfbrdhAAbmMARyz6nVNdY6dm8liOBXDJu7OvyiOlr 14-0 6-3-10 10-11-0 15-6-6 21-2-0 1-4-0 6-3-10 4-7-fi 4-7-6 5-7-10 4x4 = Dead Load Deff. = 5116 in 0 Io 4x4 = 5x8 = 3x4 = 3x8 II 10-11-0 21-2-0 10-11-0 10-3-0 Plate Offsets (X,Y)— [2:0-3-6,Edge1, [6:0-2-15,Edge1, [6:0-0-4,0-0-151, [7:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.15 7-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.45 7-11 >561 240 BCLL 0.0 Rep Stress Iner YES WB 0.29 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) Weight: 90 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1067/0-8-0 (min. 0-1-8) 6 = 931/Mechanical Max Horz 2 = 114(LC 12) Max Uplift 2 = -517(LC 8) 6 = -392(LC 9) Max Grav 2 = 1067(LC 1) 6 = 931(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2027/1876, 3-4=-1510/1341, 4-5=-1508/1338, 5-6=-1972/1810 BOT CHORD 2-7=-1679/1869,6-7=-1601/1828 WEBS 4-7=-439/618, 5-7=-523/652, 3-7=-554/735 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=517, 6=392. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard AMi riElStRm hnekY df aTr JS1[USS.i[yflrRj.riY0lriE:U tNKAridtylEfTl# L7Rn3riBRy.''..t.U.&t rPIB,.YpT,'•{([tPtOt'F!C{IN([d,i il�ilihi r'lF�t [ClttlOPP;WiSI StIt iTJ ItRIO,m t.Lrtinttif it tl t!(Eft tat tiTESt/iwfliiR ltil pal ,fEtr V`tituuAtrlYts:lr; tts.#in a�lMbarti!.d.{tres'ss�p.Ee{�unt t, ltmtyFgiuu3s leduafT64npttf out4rt a3 nexdttF ttsl.?fiuufyrtynat.le7}untkslpdktsrrjHix tpaed�kt l�Otdrxafu ltl"I. iibtgefsiarpuN n#gat uhlw'ry Ath66 TOnib0�ll9-�f!-;E:; sdisidtNsins`tarcjigtla}a3src prsnt,Y:a'm:Onergp sls traps sjeHnde kumid,ysp [asam as arSiR'aap��ra6, tircj taa mitfil rxppiifcnrt PetuE ztnr e,r3e rss ;r ir+ aF !�3a'acrmuo�t eti¢.,6oCt rtt r�spce.tL'gd: Tdm6 t tle(n?6y"e�yen Mtsetis[f lrtskstsust0ns i'7lttrntyrxJi�sttynkSns Atli 0.iNrg4sh'�'9>aicidxRSS�[cilisltllt lNulStUrti r�eitu.4fef Eeas�t4,*r!'. fH �ees3{rzi�rd..da,(L1e'4,kMlMfhutnp Jigp CAW Etrsn/sl rtrst kadadaa etess 4451. St LllC[4�71YC3. ,' pkyiiseneiiprGAa'aastl4jeeb.+nliilitMts ml d itel qsP sip Ftl'mnj; A7t4t to any usEgst pE assn's&eterds�teca}i"xigna'deiftuzsairJiai6lti C, ..... � ._ foiEP,lercQ FL s3?,9�6 a�ri.te@, , �dA-l�dUsjuy,¢nlfintYl.lam6njllgP,E Repicdu�ianet,I�isdnmmcnr[igOnt,J i5 ispia¢:bi(rd_Ltlh4unfaflnitEnpq�9issiot'fipm�;IPnoiJmjitSgl�eifiaapl leu5l11i�F Job Truss Truss Type Oty Ply Pac/6511 EL D 65019 C04 Common 7 1 �Std A0030789 Job Reference (optional) Al Koot i russes, tort Pierce, t-L 34a4e, oesign(a_W truss.com Kun: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:16 2016 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-DRtfbrdhAAbmMARyz6nVNdY6Um7Wi0CXDJu7OvyiOlr -1-0-0 , 6-3-10 10-11-0 15-6-6 21-10-0 23-2-0 1-4-0 ' 6-3-10 4-7-6 4-7-6 6-3-10 1-4-0 4x4 = 4 Dead Load Defl. = 1/4 in 5x4 II I� 0 4x4 = 5x8 = 44 = 10-11-0 LOADING (psf) SPACING- 2-0-0FB St. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 0.67 Vert(LL) -0.15 8-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 0.59 Vert(TL) -0.45 8-16 >585 240 BCLL 0.0 ' Rep Stress Incr YES 0.29 Horz(TL) 0.06 6 n/a n/aBCDL 10.0 Code FBC2014lrP12007trix-M) Weight: 95 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-10 or purlins. BOT CHORD Rigid ceiling directly applied or 5-8-0 or bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1076/0-8-0 (min.0-1-8) 6 = 1076/0-8-0 (min.0-1-8) Max Horz 2 = 93(LC 16) Max Uplift 2 = -523(LC 8) 6 = -523(LC 9) Max Grav 2 = 1076(LC 1) 6 = 1076(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2056/1910, 3-4=-1539/1373, 4-5=-1539/1373, 5-6=-2056/1910 BOTCHORD 2-8=-1646/1896, 6-8=-1650/1896 WEBS 4-8=-472/630,5-8=-553l137, 3-8=-553/738 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=523, 6=523. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard Anthony P� Tb11m&1''IItp. P E, W83 forE,PiercO, FL ;dg�45 • s Job Truss Truss Type city Ply Std Pac/6511 EL D A003O790 65019 C05 Common 1 1 7 Job Reference (optional) Al rcooT I fusses, on coerce, rc .,4uqu, oes,gnraa uruss.com -1-4-0 , 6-3-10 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 K Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:17 2016 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yH M91-hdR1 oAdJxTjd_K?BXplkwr4H4ATmRSIhSzdgxLyiOlq 10-11-0 15-0-6 21-10-0 . 23-2-0 Dead Load Dell. = 5/16 in 3x4 = 3x6 11 3x4 = 4x4 = 5x8 = 4x4 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purins. BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 107610-8-0 (min. 0-1-8) 8 = 1076/0-8-0 (min. 0-1-8) Max Harz 2 = -88(LC 17) Max Uplift 2 = -529(LC 8) 8 = -529(LC 9) Max Grav 2 = 1076(LC 1) 8 = 1076(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2036/1872, 3-4=-1554/1374, 6-7=-1554/1374,7-8=-2036/1871, 4-5=-1427/1357,5-6=-1427/1357 BOT CHORD 2-1 0=-1 607/1876, 8-1 0=-1 612/1876 WEBS 7-10=-516/682, 3-10=-516/683, 5-10=-430/602 NOTES- 1) Unbalanced roof live loads have been considered for this design. 10-11-0 2-0,0-2-131, [8:0-3-6,Edge], 110:04-0,0-3-01 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.68 Vert(LL) -0.1510-18 >999 360 MT20 244/190 BC 0.58 Vert(TL) -0.4510-18 >577 240 WB 0.27 Horz(TL) 0.06 8 n/a n/a (Matrix-M) Weight: 94 lb FT = 0% 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf-, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at --lb) 2=529, 8=529. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard amp nteLQ««:ilrre:� ru altQ uiss"k st;ureEr3isitwsemauiil��es"t3iieu{Bm�et[u:afu�stiii'baYQaTtfiprm��reu q�e�s se, >t„Yenc�,IT Q« ��[�;�aueB,p�trt�sl�:tst� ,iB«iidnen�.w,n�ninsvina rcQ.�ii WTascmn�s'srpiensskl7kugkrSeTOQule rA:1 Asii««Qkae Bipsp(Ir Siwt6rfePleea}Ide srinnr+.T[i7 rq««ns a�acsp9tnAners,Fysindugmn l�«s�.0 Eki} he3sltL�ael�esurH7rwsi,phalnli -10U dr exitr7nl Paeinlpvuu�pas lRGi1t r45 aG sahS Misedpz sT. ea tsiH nfie «, 6fAidbeC etMCnivNlsthel 1Se calf Qsrrtr`wQrudeddii P'6e4L /$fail�lfu Bei vet Rli Ile In'N Q t f••tdfieNllet«i drtn lxuT st BsdeP Qmivih sldli ,n sn sBn d;-Mthoiiy,T Torntibttt..P E:: 11fDegl�Psrsrxrral6oFep« AKMes3 !AvHs1P /d t«C «int HrdioRslB�liil3 rfee�rutSlsy7dB eBr�nji(Sljrsi6 telir it dSLA etiefeesefBafsndpillse-�ifFl dfidsdfgtjnsQslSes asl%tisAll'155s0':reei Trtfi0eryt7a�eaekd7h`ssYmh3ttnrtdiis " i 6r LudO,1 i494. I nlanrisgGQ�zei,et�ssal' eb, Reglrp'lpsnlesl ded„iktMsOespv,GgdasireNQitlel+Ily Pict arT ss tnexh(rostts'egQ:ll'ist ZPrc7rduNbra,mrsl�ndxirkl: t f L 494 � Fa,;P'eCe,F ;...,..6' (op°yfighcm'9Q16'A�) AooihQssgt-Aolh6nyi T �hdll(��f Repsodu(tian afllt1s documem 74any'hrai rspiohi6if;d wnhoQltM1e wsitle� pumptmnircmA��l PaotTrdsszY,. AnihonyT'i x6paf `F_F; Job Truss Truss Type city Ply PaC/6511 EL D 65019 C06 Hip 1 1 �Std A0030791 Job Reference (optional) RW 1. f.09V 5 Usa f zu io r-nrn: i.ovu s um i zulo mi 1 eK In0usines, in . Wed Aug 31 09:06:17 2016 Page 1 - ^ ID:W?quLcRRe?LfzLe98RjH4yHM91-hdRloAdJxTjd—K?8Xplkwr4ClATzRVRhSzdgxLyiOlq Dead Load Deb. =1/4 in 4x6 = 4x8 = 4.00 F12 3 4 1� 1.5x411 2 1 R26 0 0 5 1.5x411 I� o 9 8 7 0 4x4 = 3x4 = 3x4 = 1.5x4 II 4x4 = 8-2-0 13-M 21-10-0 8-2-0 5-0-0 8-2-0 Plate Offsets (X,Y)— (4:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.14 9-14 >999 360 IV T20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.31 7-17 >836 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.07 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) eight: 90 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-1-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1076/0-8-0 (min. 0-1-8) 5 = 1076/0-8-0 (min. 0-1-8) Max Horz 2 = 72(LC 12) Max Uplift 2 =-547(LC 8) 5 =-547(LC 9) Max Grav 2 = 1076(LC 1) 5 = 1076(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1853/1482,3-4=-1680/1501, 4-5=-1853/1483 BOT CHORD 2-9=-1 193/1673, 8-9=-1 196/1680, 7-8=-1 196/1680, 5-7=-1 198/1673 WEBS 3-9=0/253, 4-7=0/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=547, 5=547. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 'AmfyFlmsaM1m tsf(nnerrx. AllOui11CS1H�1'ilEi Zf311I!IYSG(3kbTktS(gfibY-UIi3j.UN'tiillkY4'kPlan �ieidl&ilp lsr+taentieilee+snSei fni+Cni�Cn{a)Q[C`�s�dlie 7z<iatl LsSe pyt�ihrewnSW'ttApS F�naa+�ewelsnrceTse':w ;. .. /117sYcsalRrfldls lkltkK 4ix3eibbnh�dt if„>rJnssb�sgfElF�rC�SJe�byhPuss�M1 1�rtmIlM,Jq um elt©�rAllftshntydumvrt:�apmtltMd ir:�lrupad�tfut4ln±, tq 2ltiheIDOul nen>fil T!s4s�rrsunpan, IsC 2n4�si whSddl. ....,.,^- ....., NnedM1�717s/Neryi iky nzlnl Ir:Nlslltib+lnb c:Nisea� �_miair�nngne.,rr�hnahsir'8�rttntsa h�a�u at Mini i� bT man. iipsrirw,.M r ...Rnthony.T Tom6tr"ttl P_E.: ` uejrlfiyasrcarm+t[efii�x rafennslrmh¢zJOSni�rr�x;gndp�zysntxf?�rraz�sn�y�e�lnnti8�l,15!<iirmns,SuaQu�srarruJ�x��ssTr iPNt+�ese„eyn:�iss,nrpalls�n iossbx ; ie«uong,ty�rneer%ssur�ldn«;uyii Ilk yiset fiaed)rr(MetljptMyo2 nu�irlll'smetlnthdlkirrs&se4EyhHtls kJnllhfngA sf.}aJ lrinsss tln Glrtietcfeglr'Iny dHryjPdvtdptx, ne ltb�rtlreltlti� ��� "'"' "" 443t5t LuC10"filVil,. for{ P(efce, EL.4d& (apyfighl,A�1Ql¢A�IAo(Lasszr�I4oth'usiyT Talehgli(?,ly Rerslidonmt oflGTis[atbmeoi mony:.j6rm ispjodihjl�d wlthbbttpesnipeppnml}smbfr°am:ha RbotUbss;i',�AChonyClamSo l,I,QR;F.° - K Job Truss Truss Type my y Pac/6511 EL D A0030792 65019 C07G Hip Girder 1 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 4x4 AvA — Run: 7.640 s Oct t 2015 Hnnt: r.64u s OCt i zulo not i ex industries, inc. Wed Aug a i ua:uo: is 20-t6 ID: W?quLcr?Re?LfzLe98RjH4yHM91-dOYnDsfaT5zLDe9XeELC?GAbgz6EvKn_wH6r 1-0 15-8-0 21-10-0 , 23-2-0 , 24 25 U Zb Z/ 1.5x4 11 3x8 MT20HS= 1.5x4 11 10-11-0 3x8 = 4x4 Dead Load Defl. = 3/8 in LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.31 10 >833 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.58 8-10 >453 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.13 6 n/a n/a BCDL 10.0 Code FBC2014ffP12007 (Matrix-M) Weight: 96 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 `Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1716/0-8-0 (min. 0-2-0) 6 = 1720/0-8-0 (min.0-2-0) Max Horz 2 = 58(LC 4) Max Uplift 2 = -889(LC 4) 6 = -890(LC 5) Max Grav 2 = 1716(LC 1) 6 = 1720(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4006/1903,3-20=-4711/2307, 20-21=-4711 /2307, 4-21=-4711 /2307, 4-22=-4711/2307,22-23=-4711/2307, 5-23=-4711/2307,5-6=-4018/1909 BOT CHORD 2-1 1=-1735/3733,11-24=-1738/3760, 24-25=-1738/3760, 10-25=-173813760, 9-10=-1696/3771, 9-26=-1696/3771, 26-27=-1696/3771, 8-27=-1696/3771, 6-8=-1693/3744 WEBS 3-11=-41/469, 3-10=-552/1119, 4-10=-631/495,5-10=-547/1107, 5-8=-40/474 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=889, 6=890. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82 lb down and 131 lb up at 6-2-0, 105 lb down and 139 lb up at 7-0-12, 105 lb down and 139 lb up at 9-0-12, 105 lb down and 139 lb up at 11-0-12, 105 lb down and 139 lb up at 13-0-12, and 105 lb down and 139 lb up at 14-9-4, and 82 lb down and 131 lb up at 15-8-0 on top chord, and 272 lb down and 136 lb up at 6-2-0, 55 lb down at 7-0-12, 55 lb down at 9-0-12, 55 lb down at 11-0-12, 55 lb down at 13-0-12, and 55 lb down at 14-9-4, and 272 lb down and 136 lb up at 15-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 14-17=-20 Concentrated Loads (lb) Vert: 3=-53(F) 5=-53(F) 11=-272(F) 10=-38(F) 4=-88(F) 8=-272(F) 20=-88(F) 21=-88(F) 22=-88(F) 23=-88(F) 24=-38(F) 25=-38(F) 26=-38(F) 27=-38(F) H�ug flene4 etAlrreua Yx flrOu'aL5t86'11iR"fiBlll!U156LtlktlII1�AS(J4?Gxj tG+3�4kb:5tEL5Y?kP6rn��n`tl�kiip Wnq�fnsWYniewt MsreStCeslT Art u3fl��ndtle khnplLlslk;t.flh;SWsldne nv.Lls i'ralse tW la6eT&tl,er7� iLrk Rrr6rs}ill tsef nt NGnlr e7 asarnsso eh>" (r sswjMi pre�jn Br io gr un�vcpa&rm3ep niw u;nn �rflgonEa rr ligr ads #,?� +ep and rou}dr.vrtnri teeuepae Fadesi cgadnns a sw Ahthcn"i7 f6ni6ihlI RE:, AKdm2 iw�yiilay nenR R�dnC GO.mseAlfiratJilestrtgnev nendafAnner Erxu�mpd.�srnan�tnddhtoo efiu dnrtns arsbn®pn j:rteru„,Ar�uups5dis�r , tenpa-.,. 440083:,,;: nij?)r�a•s��eGarrasr tgnnsrr'�eliilnip as7G�iiGur sNtd rsei�sint,pie�ms�eyidsarnnur�ss�ritm,ssg:(iuti,e rt�irasa�ils� trEEirRass.hi� sans;:pir�niidmtascws�ixige,�Tij+r&e<tiauzsawdsl..,w�s} gg51:5t LueiO'BIvG,. �sN Irr Alnlinl N.11nTAscpn ED pprs tGtllr rites o,><, jrth ss, flaxta isxtcan taw 2uie dolltN,MC}nersdrfiglkltk�.. Aafk•Pieft4, FL `;39446 (am'irhl$1 i016A:I RR^oiimss c. At hn7 i Tam6' II(:P,i; Re toRu�roe'il , pylg y q t R 111isdorumem;ifiongior7os3p}pkfE6gdwnhouttha.?�Isng2Pmm�sionlreig�'�IRat}tsatszs:I�thpayijq®GkIIfP_Fd Job Truss Truss Type Oty Ply Std Pac/6511 EL D 65019 CA Comer Jack 28 1 A0030793 Jab Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:20 2016 Page 1 ID: W?quLcRRe?LfzLe98RjH4yHM91-5C6ARCgCEOSCrokjCxsRYTivUNd8eth78xsKYgyiOln -14-0 0-11-11 1-4-0 6-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Weight: 7 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 188/0-8-0 (min. 0-1-8) 4 = -13/Mechanical Max Horz 2 = 67(LC 8) Max Uplift 2 = -197(LC 8) 4 = -13(LC 1) Max Grav 2 = 188(LC 1) 4 = 27(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=197. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ' LOAD CASE(S) Standard .NnPa3 FleuNaarllrrerkrraz 111Uu ,n658rilnh Ei31117US6 (�kA71�.AS(afiCYi"Uf$' j.IXr',6E[5Yff7'tra. ntlrhsiprx¢r4nsaalarl�ka u3os hnsta IlaUma�{ILL' a�idtun rr Ufa N;I.t tabs zS4ette�pers_.I./^ assCtiluntldm6er6B alb -.'. iLTf?maakrplens a3dll2cutktDx�u!ln7i, ra.mseo!sgeF [r.sre;uAp.&juet�ll adal,m,�rgeaua�cr�aca®o>.rraknnevpinxau�aezQoC gi3lti, se ra dIDtmik7msiepliooatl��sfntiii l9e'ec.muu«ryiry lzc rmrti i,aaraS.AI A' ih.a'"any T Torrititi"11t P:E.: ufnedrigSi aiFXmpteiHraai6inaraislTfA/armec:(r;kse xr:mmuta i�emrrmau, xSx,urznari5eucp uc Ifacrxi9r`uigc arR4l R+tflmddei a=tas(frllafa2'tletn:, gi��ai.�uaT its E:?Sm rmur iati ,Sd,f s'in�,.'inrd: ,,:: ..Souj nio�rmar�+;vauoEimafi(atessaCui4Wso8W7arm5[e";aape�asd,ri,`4c S>.<i,�mwaa iCd{IIr1Flnt5C.lattJderoat44�.i'Li%Ma.�l%Id�xcRhgnGb7i5aimfAtiriAROassp'snttTm3sOW6<'i!i��!/�J�xtraem�ea:aa�ss 1vN� � P9r gt ` .. .IMeivlsar hiedla 1 qpM ipaearyx a natnrlrp:f pnk1Y �I!'a;%rt4%aaisOasAttattiltf is 691d1 W rlutbetrpuarhmssttlegsirmx(oluriruiy au.(attdkux�S nl isaaMal �jrri.. . 4451 Wae aid. ;J¢,g4b (1!pni9hr�9016A�INoo(hasserJlytihdnyf7am6t'ilf"P,f%Re�ndonoi6!>nisAocuma�l,inunthi!a cp'tadi4iradwnhoutthe;wrinenpmm�imnliem'A':Iiaaifaa;stF:;,ArkoayT�I?�oJl('P,E:' - Job Truss Truss Type Oty Ply Pac/6511 EL D A0030794 65019 CAP Comer Jack 4 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:20 2016 Page 1 ID: W?quLcRRe?LfzLe98RjH4yHM91-5C6ARCgCEOSCrokjCxsRYrivUNd6eth78xsKYgyiOln -1-4-0 0-11-11 0-11-11 • 0-10-1 • Plate Offsets (X,Y)— f2:0-0-2,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 15.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = -13/Mechanical 2 = 188/0-4-12 (min. 0-1-8) Max Harz 2 = 60(LC 8) Max Uplift 4 = -13(LC 1) 2 = -185(LC 8) Max Grav 4 = 38(LC 8) 2 = 188(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. DEFL. in floc) I/defl Ud PLATES GRIP Vert(LL) 0.00 6 >999 360 MT20 244/190 Vert(TL) -0.00 6 >999 240 Horz(TL) 0.00 2 n/a n/a Weight: 7 lb FT = 0% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=185. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard br[� na:<[i[A[�ipa�e h[ ilidu i1CS53}ki[7'e�[C3!!r!rHf6(NORdSlllSICYjRUf3'�3pAu1N(LbYEATLvn�ltidthilpasecua[a[dieilaMaeasrn[tCul![fi[c try�[A'�aidll[4esyliaklfy!-ieh[ 3[[atna[a[ e�[a�n.is<r laetico;[ uddk'ismAarplms[usiatudl��emouae r>tx}as.lns[u,�e6razA(�,si[a yir/her}n[r�[WmjangJlenh�f��u[�nei[[�smia��,itresPoanl iQ iir�Empa[rmesy�?mslp�e n mu Ir ttlRmi j4a tniasu: ryi �i�um, e�Ans�ry. Anthc'ri� T`Tomtiti'IIt R.E: W aedd^i tsittaplsfif; �U aia AiElPaC [rN .nn[cgl drtl ryatal HeEal[gga r.xraa dde lt4d it(alh[I Alfin:(d [d allFFaM a;:d»'IS[10Daf aj fi:heranli5 d,ta}�eT¢p.9 i.nitir iraed 4Aigs5d�l SxEnje ,anjd; : � 40083„ ile8s11ua017A[a'Go}e!u!ti[gr; tM lNlaaulJlkr�asi ln[dmsdtt6lellaaY[eprtc[S![yldi[ae4�1lSiFlti }el{ 1(I[NSaU ¢�elnnAlbpiu�pilaal[ II♦•I E9r1aSRthS)aN�eiLSatlljihµSEIRI135[gIS�ATIpSig! alI1a0R[lEl�I6$f NII!h�AA�E[I£SS f nln hxliY[ad ad uN re. iii dkth l(i4„i1�TnStOec ip 6eiiiN]tQ[h'�1[Cuf a[s S4eesN �llof [[ all Sen nallAhAxz[a g2'g�ndw 1 4451�$t LUCI�.f81Vd. (uppiggi,>�lQl¢Al.g7olfassg;,Aal6�epTTmScilliP.f Repaaduaiaacftbisdocumem,(naii�latmppEpfiitliedwnhnu!lhew"rinenpaimisiioelmm'A';lpaatLuistir-Ap(6oa�flae5o11(;P;E.' Job Truss Truss Type city Ply Std Pac/6511 EL D A0030795 65019 CJ3 Corner Jack 23 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:21 2016 Page 1 I D: W?qu Lcf? Re?LfzLe98 RjH4yH M91-ZPgYeYgq? iD3TxJwmfNg4hF4 DnyBNKxGN bbu46yi OI m -1-4-0 2-11-11 1-4-0 2-11-11 - im cxv — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 4-8 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 We n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 71/Mechanical 2 = 254/0-8-0 (min. 0-1-8) 4 = 31/Mechanical Max Horz 2 = 127(LC 8) Max Uplift 3 = -86(LC 12) 2 = -222(LC 8) 4 = -7(LC 12) Max Grav 3 = 74(LC 22) 2 = 254(LC 1) 4 = 46(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=222. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard t it] Flmu OurnOrreievru a I r0Uci16a3fu � EE3ai�a7ka6 e1%0,'III;M1�(OSipYriPffiY�j3IRu^e,FLKYiYIiFae`/[ialePl j rYR�t W iN1 W4t u'Sfi airitC Iji9n �q�o�llt lt6SY(1 Tlsk uyrr Irdit'eSLtt atTgt�. E1rtSCSmlu G7 a tl6! 1CU,.�F1( pa(ie r�msudjuexea s-ooure�da}asalnssosgeEfg rt .faudy6}� rin sxlu .msJlraunam+c, rdmlrrnil,liusvnm.}resneataga gsan�ydAe upsrrasamn•aciumNue�}�anmi.ibeir�arn� :Grgcriwari p. ..:A' hcn' T Tombb`III :P E uaid3 TT iraegtax��gq sciimadaax a,c:�ca esmei}sr nr}ait'nn�e A3 ma �muct aMro�arirq)�aiTFll rti rym a�nr moRa rrusv�ne toiap�}tee ay ti y.nsiaw�aatu�ildil eP !!ra^jd., y$'T6m' upraioDa,dm urMesser4`oapa�anmg:,a���i�kiu b�,tt�uolsaisdlrrnaao6u�e�r+�rxd.,er�lnirrn,rtnyniti,e.+iierieiasso irel:, y,"ntisrgenlRrn iileivisie,�imalrot��,rVn?r/}�ari)ur�!fNtPni??a,i.-lkira'iuirp�Eoyakr�iRQlnrhfinaungmxLnu4meeE�amxolrg9r'iliea,.:,3ilupWu�l�a;nersednilmi�Fl:. 4451 St Luet081vd,.. fbr$.;Pler`c$; FL.,3444b -- (np�ighl,�,9Q14A�lA�oitmsses-,FFib',onyflpm5e(1(,`g,�,8earcdoniu�f�hitdoaumeeLigopytorm,ispjotiidiiedr�ll�ouia6d'd+m6PPn;vasionfigmAliaotfresi£-�AcSooXffee6aUfP;F; Job Truss Truss Type Qty PIY Std Pac/6511 EL D A0030796 65019 CJ3B Comer Jack 1 1 Job Reference (optional) All Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:22 2016 Page 1 I D: W?quLcRRe?LfzLe98RjH4yHM91-1 bEwsuhSmOLw45u6KMuvduoHgB Ip6nBQcFLRCZyiOlI 2-3-11 2-3-11 o A 0 3 2x4 11 2-3-11 2-3-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 7 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 103/Mechanical 2 = 70/Mechanical 3 = 30/Mechanical Max Horz 2 = 47(LC 8) Max Uplift 1 = -56(LC 8) 2 = -39(LC 8) Max Grav 1 = 103(LC 1) 2 = 70(LC 1) 3 = 43(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Ali .4 Amitrfk0rf[.HY$10 nrtQt ��Itu2'it[rwtifuurrorarr6l§srltrfrmnli.ryas;:;r�u?xt rlE6.;rnir{4�Ernit'EliWlffu Pl[RCkl'•M1�f31.tYlgr(IQr nli�ftfllEerr flFY llur..�tAPIWiI lIt!r1E15l, Ih llf r�JaY1[1'fi IR�C[t��Rl[ U+'Pi4 J„rtSftG%.ivn>afalxl6Hha£Iold A,Ir3is [.>i[ Ee[asJ Srvctl+(mlifenx'!tfRin�yj¢Dzflrff [tlmtfll leb[filft7rt Ietiarfnyh,SSftiEi."ftelrithtlptfr#SGji;3fm[y�[dwitil.rSD[eirtRfnllllylMC[Ey![SaawNlRfegmltreyltt zl+. yy'ftjth&6Y' TOf'1 6Ur P.E: xdn''i Prtnin tern ;qld tt�zr [r ;1[mttl 6xfr>:.p RrsedSauf{v fdaiter�! h+ e[urzY.ast; 3f �{i4tn1 Ind i illi siiPi1 Txq}faiCain[i�uiu Setiatsd4f us[.fciGi try Nie iarl �ef[add'� i4�4ke hr 'wi q Y ,� �4e loAy valves ErlQeivEar 2lma slfRflUv ro-acrxlE[.i�,intrl�fs�fs�M�gbayza4ldtrcmnjidSrlEaus��jtriai SN.Ae[rdreRcaing xelrviiru maszfieesS��HjERht�sp etAfselarGnSrtfslGErinn M}g LpsEff n2 ,¢n&sd 3+Ixai sS ga51.5t tuge,Bly�.. t,9"&e9f1i[lSft(!ik!ps{ltl yetmnffiigNi)irgpes of brlt..+nUlt!@fstTi&3her r,. N7E4[Mgq uig�K t�r'rEs fsl afsziaenderink[p;![{yp ni nrr, of rf,rf e1a1rFY,;, FOTj PiertE, FL,.t34946 :fo�yrigill°4016k[unit[sm`3�$p14ec�l.la�ojii,e,� GeprodudieNpTA6isdommanfingn�Es,Esprnh;¢�€�w26pu)�fievnyp�uptrmittiFnb"o'�1Faoilrustt`s!���ljfihe qt 1aaEeJ�t,'t_P, Job Truss Truss Type Qty PIY Std Pac/6511 EL D A0030797 65019 CJ3P Comer Jack 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:22 2016 Page 1 ID:W?quLcr?Re?LfzLe98RIH4yHM91-1 bEwsuhSmOLw45u6KMuvduoFzBHo6nBOcFLRczyiOlI -1-4-0 2-11-11 1-4-0 2-11-11 ax9 2-11-11 2-10-1 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 4-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix- M) Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 71/Mechanical 4 = 31/Mechanical 2 = 254/0-4-12 (min. 0-1-8) Max Horz 2 = 101(LC 8) Max Uplift 3 = -62(LC 8) 4 = -41(LC 9) 2 = -253(LC 8) Max Grav 3 = 71(LC 1) 4 = 46(LC 3) 2 = 254(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=253. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard r�.yraeMrcwnak.ranio hiss,sia�ee3arrancscnuma3iwrauascau�swrma:"a�thprm,rct.,4,�m,r�i,c,lrua�gl•anramt.j,dyrrutpsr�,� ,r. Kra��errc.�Esi ucskH�ssbuuu ea,ae'76o nlerilt afflnsaa�sye6trnx(a,SiemBtGjioml de,sl i�agl�'�,cwnmx.,�!rirlear�mnotmmxn+�,!spociiiirye 3e 6agAdcesugrm ap�ael�Ih�iouny nFnlnlz Pen gse�.��ir5 ux�u�nucwr.s a� Autfion � 7: Tbmfia It .F.E:: uiis}FC iI,nrTarwtteil�aisdz rite id7fid Cie bec*xi,zm@aNe�r{eS, ne&��tmpoes xrr�.N�u,hdAlas�N'ntflCatlai 1611r11.jrd+ TRIO "'Ji" iliitoolii'.M di f1 trns hold ki a;iidf1,6mjrt,pM�d lY(s`iaturlMs�'xrs 11o!%Wrc nN.ass?,!,rMmput�eti�itiarhlRe�mrONtl,�Itery°prtrcSd'e)4q,reHua,�7lSni�%1gdrRl nl,a�aqu eriusMydp�!?ri�F4l r�igrn�7egnu3iinp e,ad'M1tsAa.t Bien sr,ariie,sawrt!i,lneu3rcr,umh3ng,rNij 800 ,,,..., r. :� iQeiNisiietadlro oii¢ilrotkgnunl4gg!ftitenwsinikN�tirlroiigirtaGyblirif.S7tm6ht�urUintwr xYest�namrgamdnta7 uimj;untadint'xa uiaeflnldltkJ., 34 $4SY St LuYls t}tvd� --- • (pp'�,igh1,ID.981Q'A��IBoalimssei-Aoi4tinyfiamhell[zPFi 8ept�ugida.'of�isdorumeni guo hr ir;ighihii�da�nhouttAe;wlinppE,r9,uianficm:AlBaofkhssti:;Aghony,IT�mG�oIIC�P;F' 1P�P Job s Truss Type QtY Pac/6511 EL D A0030798 65019 TCJs5 Comer Jack 17 �Ply 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed A31 09:06:23 2016 Pa ug ge 1 I D: W?quLcRRe?LfzLe98RjH4yHM91-Wnol3Ei4XJTniFTlt4P896KN?acarEQZrv4_8?yiOlk 4-11-11 4-11-11 4-11-11 4-11-11 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.05 4-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 127/Mechanical 2 = 360/0-8-0 (min. 0-1-8) 4 = 49/Mechanical Max Horz 2 = 142(LC 8) Max Uplift 3 = -102(LC 12) 2 = -222(LC 8) Max Grav 3 = 127(LC 1) 2 = 360(LC 1) 4 = 77(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf, BCDL=5.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 51 Refer to airder(sl for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=102, 2=222. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard V Nmly Fl utlmepVirremvht 1'IIOu 711KSxSfi UjOA9 TW901111 .i NSiORI wrjrj xk'akZx laalajttlPpi^i*utstNtNlra,tutss fnn$elo6i l"P°midSe Wa71T e6t Ilr tl dkev�Sldttelge nl. Crltssa'En lseNdn8e tC6;ulj {IOiSavvmrpens+§6fitst4h 'pU si[t r�tl lf�inst Unge 6pve(a 5(n hp.[allu.t},lyevlJraw(.iMr4ieutls®rctf acedetrtdts4miir5 ov lo�ttspwutlMi�M�3a ltfiy�elCk sei�eltry ttlT.�Afi.;IllGttry ei?Ifl.iEettslpess oldtef.fxCersdltrs.t-IAi0-AjihOfij, 76ni66 i%RE: Itd is dtl37 nia. t+i#.+(ie4er l ,,.�irt(dsttC erL+ti.cetsaAFtrht yeSnlleraltre,�H„�n9e deddra:ll,'fiett Itxf all, fui sd tdTF4t tta eilmddht IDO / rfitidnr tlQelns¢d,iigMeTs),sial(isitrsimtdiets(.}fid feC.xn! �7Jrt}d' �60063�,.. .. �71e;trlkrasrsereni idrr birezi sat'.atth1OGs 1,'Ai mGetld prtd sJP.eMiWsrUcpvaeibh'nlita Lm l[SfI IG.!((llfl ISrGI rUelenal fxptril.iEi3axt.iPFll xsbins�tv*�,13iinl 4tidtt lut D_v�er TiaisOtli;,h,(?eertrl,GtstYmh7nn utesi 4iSi St. LUGIi".BIVd,, tilenn eGfiae(Ire(at(aflspted 7. ,�• � .., F 3 } W.. 9� t., ,. �� ifif,�R91dA'>I.Nolhtnszs�,Anihne7imhsilfP'F;Retodun aflhisdapelot;in"an;lormtsshihiie_dwi�outthewlmlAie�im�Sswnfrom,�ttEnilll ,��}6 . ��� � (e' jn 9 _ -, Y A I t6otfrnssgs,;Anthan f 1ee5o If P E Job Truss Truss Type Oty Ply Pac/6511 EL D 65019 CJSB Corner Jack 1 1 �Std A0030799 Job Reference (optional) Al toot t russes, tort Pierce, 1-L 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:24 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91=MgGajildbdKP2URnwOiJtYV_wuahgj3ZgYhRyiOlj 4-3-11 4-3-11 3x6 II 3x4 = 3 4-3-11 Plate Offsets (X,Y)— [1:0-0-0,0-1-31, [1:0-1-7,0-7-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.04 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.05 3-6 >996 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a ' BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 15 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 2 = 126/Mechanical 3 = 66/Mechanical 1 = 191/Mechanical Max Horz 2 = 88(LC 8) Max Uplift 2 = -65(LC 8) 3 = -10(LC 8) 1 = -104(LC 8) Max Grav 2 = 126(LC 1) 3 = 81(LC 3) 1 = 191(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3 except Qt=lb) 1=104. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard airy llaaSsr>rlraa.ar ttr��ipuss�rsrumfr.saiEisw,azmstrau«ifiw�xrn�s rs��:�cusi�r�an-.iahat�rrone=�:���+rra�ircr,r•.np r�r,lu{a��s��T iai�oi�5.r umrwsami�%a R:. �:,�:,:ia a�la+ar�,�t, :V�l!`Ezard'I4Yet ula�t45�dtm Gil4&uMaa�d.0. eints ef�pt{um}e 4r�fiA]�i tnaeEtrfer!sfT6P,rry!titsst�sujhaadMkdenseil a5ianiidrgpar%+felfudrl:siprdGv,7n6(Imtasiea<d�&e796a1riater Rll -ltk rsesn rax'latf+l attA K: ssAe3rT{ ,....".•,; .. ^»:: � ... sMthony.T.Tombo:ICs,P,:E: iv'peddss! �retae:Cl€eg�ir"r>`pCewflrd�4e6 arMC-r'nsatlxS?�IMtilSe ratui step Tiii�a'e>fft'adit`6�ulp lnd 4a.fmr_f aslNLTkNItiMdt6elWwr,ultse.Sdkr4 �xiatul sxCury stysigt;_x=lsF7�ws34 lkeGlafarsrttm ag F sse t;,'der, elites ultsetrtln �aaEndeKeiltP6ktnrjrs+,�1;��w}sas#Ik Ga}ltyfiapxie%Sa!trl,aa�9eejl4i�'letfislAtyina[Sl,6 uire7%�.�dtatjrapalgnidiKeyiNh GRm9fi�s°�is,v-*sFgiosO fj:lPraet, ss es�,7rq;itas fK.aa Ee�ut�ntsl'adsRarn sent AA0651,_,,. 45} St Luoe 81vtt, ctsie�se9dudb tira�Q W Bnfi lydi tt.nal d ip,inssrer ia�N� it t+ralr KE �T�3s leiite cede 6 M 1 rmerraie4er�ftt ��� • M For[ Plerte; FL;J4,41&: C^PS�9�1,�9DI8A1Roolliassttxol M'1lam6oltt,p, pydadoQnll6igdomninfinoapfasisQroh:6(r Oat! 16a,Op44Qf"adiig41lidJncc�_AmkcnrllaQlgpfP,� / Job Truss Truss Type Oty Ply Pac/6511 EL D65019 D01 Half Hip 1 1A0030800 Ed b Reference (optional) Al KOOr i russes, ron rierce, rL 31*tJ40, Uesign1,Wa ut Ubb-II "u11 I vy ID:W?quLer?Re?LfzLe98RjH4yHM91-- 13-11-8 a-o-1n 4.00 12 5x6 = 5 Inc. Wed Aug 31 09.06.24 2016 Page , 4x6 = 4x4 — Dead Load Defl. = 1/8 in 6 3x4 = 1.5x4 II 3x4 = 3x8 = 5x8 = 1 rrate unseis tATj— icu-z-z ruge) io a-i-rc u-c Ut ro.u—.-u u-3-Ui LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.11 9-11 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.21 . 9-11 >999 240 BCLL 0.0 ' ' Rep Stress Incr YES WB 0.40 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 `Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W5: 2x8 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-54 oc bracing. WEBS 1 Row at midpt 3-9, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 8 = 960/0-74 (min. 0-1-8) 2 = 1035/0-8-0 (min. 0-1-8) Max Horz 2 = 330(LC 8) Max Uplift 8 = 467(LC 8) 2 =-517(LC 8) Max Grav 8 = 960(LC 1) 2 = 1035(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1975/1515, 3-4=-10151740, 4-5=-935/759, 5-6=-881/803, 8-13=-838/823, 6-13=-838/823 BOTCHORD 2-11=-1764/1813,10-11=-1764/1813, 9-10=-1764/1813 WEBS 3-11=0/270, 3-9=-981/1007, 5-9=-1631319, 6-9=-968/1046 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plate(s) at joint(s) 4, 5, 8, 2, 3, 11, 9, 6, 1 and 13 checked for a plus or minus 0 degree rotation about its center. 4) Plate(s) at joint(s) 10 checked for a plus or minus 5 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=467, 2=517. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 0 PLATES GRIP MT20 244/190 Weight: 110 Ib FT = O% @sn�y n unu,dnireix ne rno, nes;3tvlu'n3utuutcm:mi;�smircut-unaltakei��neu.eran.'tr`nrts,g.tnn�u„ntnsw su>msi s,ei,y om �ttie;nanewnrt r�esw;r a�,,s+�nt�tae c� ,r i:tsw ineeieu tnj u�i4t+Alen,c9<nbirse7anetouuiera[rs;tnsrgng?EiS�x¢esrtnMsrn- ns�nonmsreres�s��vtlm,an:t,aa,sn,neru�n�yrs�c�ntinet�ug7es�w�rmsfgM�ai;nY)oeuiX�nint..Tserrn.,u�pant�grun s.,wnary „-Adtfiony:T TbmbolIT,:P_E: r u1n oar ,i,vmtu����n�n,r nhimawc, e<f+e� w@faet,gr.�nr±thu�g rtrn5i,rae ldnelP 6tlt( Itai ry l�7Gtj Madirt ite,yin �a;n,)Ue r trrane°mstet ,inaE gi�'fe�a j-.nmr,�„tt";�sSaiiX�:mi ,rdajd, -_� 480083 ., . titjwitngltr�+s�raeiaa.anan+�+,h�nlg, �SzaaF: ip6am�rt�F=gsraxp,�eitiyt�naer,�usQ%w�;titmnss�ryit� :s:Mrrxa�r�� IPFItaRtSnifl,4Sn51I1�1f01I�A(S91nI45tO�"fn)IFSIUIrG,"EP3<tk,IiYo3lVlAhatlnttlh5 1 .-,. � • 4451:St LucteBlvd. islaiyni6iwtdire,(xnai�¢na rs le,ryigiriijercasunlnt,;tie�raYoapggeesi(xtctntbisntot�gwxynugneat)g:rnatniti9n>t.tgs��nurel�rr ne�sa� umml Fp�„Pier[e, FL',��4446 -�(pyngh),.70)bA'�11niLapsas,Ayihunyi.7�m6c�li,P,F,Rettoduu.on'dhliisdosymo-oi.inoriptormssproEihttedwiihnuii�e'asinegpttmisiiogiremp'ipaolttosus';tbodyt�jnxtr"oIIfP,F.; Job Truss Truss Type Qty Ply Pac/6511 EL D 65019 D02 Half Hip 1 1 �Std A0030801 Job Reference (optional) A i muoi I russes, roa rlerce, rL a4U40, UV51gn(r la IIfU5s.Gom MUM r.09U s UCI ( LU 10 rnnl: r.U',U s UCI I LUIJ M! I eK In UUsmes, Inc. vveo Aug a i Ue:U0:L0 Zulu rage l I D:W?quLcr?Re?LfzLe98RjH4yHM9 1 -SAw3UwkK3xjUxZdh?VRdFXQauOBSJ02slDZ5DtyiDli -'V 6-1-2 11-11-8 20-8-0 21-3-10 1-4-0 6-1-2 5-10-6 B-8-8 -7-1 4x6 = 4 4x6 = Dead Load Defl. =1/8 in 3x6 = 5 T m 0 3x4 = 1.5x4 II Sx8 = 5x8 = 20-8-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.13 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.28 7-8 >874 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 108 Ib FT = O% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W5: 2x8 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 7 = 961/0-7-4 (min. 0-1-8) 2 = 1033/0-8-0 (min. 0-1-8) Max Horz 2 = 289(LC 8) Max Uplift 7 = -459(LC 8) 2 = -525(LC 8) Max Grav 7 = 961(LC 1) 2 = 1033(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2032/1601, 3-4=-1302/1015, 4-5=-1175/1048, 7-11=-812/815, 5-11=-812/815 BOT CHORD 2-9=-1793/1873, 8-9=-1793/1873 WEBS 3-8=-744/786, 4-8=-125/300, 5-8=-1108/1205 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 7=459, 2=525. 7) "Semi-dgid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard s Ksn«ryir«re6111ioaRuss clfarRifaii` TWA 0011M(01eunMiuui�uautsrma'ir,ti«p�,zi«wiHl�4cum,ins,cesy,e«��u�tmraoaTti,ztirnyr�rK,smieurKee�a,�'i„raieweereo;wS _ 47,LTelam,bu}khsltrfil�ue�MSgifiD.uli �d4ls(T«s :P; Eitnsa(u5lea�5p&jiKxj.6salwmtT6llrlsite#Igrcrj'ms�ntErs,,�iml utaM ig«spoudk¢h YelKflSd+ksix{e Trs=z irycM«liellip edt sfer)IFI .i tt5lpuau .an, LeCatkedfletL/afSuh :Afiihcfq rOmbO'l1lw E:. ti npdrslre®jtpI �i, forMac.�iato.r�s,n,:ig4anetll�jos, ax e�nn,mueiuwn�fo��:tru(ieHv(1tiY t: �tmddh, lUU IsTfieY rdnet, �r�e T�er�,n l;:r#s>seuo8.�7,txle�ln,/" rrnTd::',.: YT'80083 '. IIe8a36gPf+uil,e2,dK Aifntess,#rArin7u IMilsa6ui i�.tzIrn,C#uiulSetGcpru#Se,YiAui:lnn{IlLli Wklfitl"alSAe�elae«erTx.�andprdsc, tnit�erstNnsjns27irn(§n«dlLh2lso r;ex ii�sON w'ya,rkl)ntskmtlan<r�ukts lUei�hsutsadk,`,R,meAt'gtsEg«�,n�lapljR'#jsnissinlfrsGtltiron DtrptGg�itigA7ttl, r�flupfiisltatt rtiros#5lneii[iju=Kc# r4+liig: itl,attld�tel�rr pe isddu,dmJllti. ,,. � � L �4 44535t LaakBlvJ,. - t4ppligh>,ID 1QI�p`�HeolLnssgs An@bnpT lamSe.ItiP,f, Repodat6�cd�76KdorymeeGjnen(,krmi#pjohihhgl wnhootiaalnHtbrt�elasssmaft`em-5`I AoofUpsstY�Agthoofl io6�`ellf,'R;k> Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030802 65019 D03 Common 4 1. Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:26 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-wMTRhFkzgErLZjBtZCzsnkypOoRX2XfOXsJfiKyiOlh 1 4-0 6-0-4 10-8-0 15-3-12 21-3-10 1-4-0 6-0-4 4-7-12 4-7-12 5-11-14 4x4 = Dead Load Defl. = 5/16 in 3x4 = 5x8 = 44 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 956/0-7-4 (min.0-1-8) 2 = 1055/0-8-0 (min.0-1-8) Max Horz 2 = 103(LC 12) Max Uplift 6 = -402(LC 9) 2 = -514(LC 8) Max Grav 6 = 956(LC 1) 2 = 1055(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2022/1887, 3-4=-1511/1349, 4-5=-1511/1350,5-6=-2029/1893 BOT CHORD 2-7=-1673/1866, 6-7=-1680/1875 WEBS 4-7=-445/602, 5-7=-557/734, 3-7=-548/727 NOTES- 1) Unbalanced roof live loads have been considered for this design. I 10-7-10 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.64 Vert(LL) -0.16 7-11 >999 360 MT20 244/190 BC 0.99 Vert(TL) -0.49 7-11 >523 240 WB 0.29 Horz(TL) 0.07 6 n/a n/a (Matrix-M) Weight: 89 lb FT = 0% 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=402, 2=514. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard :Hus6l FlemOmesflfnzvhe AlieuF ltCSSrs(Fl.t�. it311 I90S6,tlkD,11ff5(9frcY!'IU93�11Lfi6:EL5Y[ITisn�a`dllurpnz.+f�sufiesl .suias rnuCe la Ne uryPallle4eatlL:k OLft Ise �51eetSdne &J i'.niu s� inetr6tle�1� -�., jiiT�f:smtcu delis ddik�slkle�uli�di !f lrns U�uuriprr�(.e,5pm&t.Ei) rkn s�umt�IMryrxxtli n!c�fPtts$nspd-,npsloSm�en,i silly d!Stim7se�3etu�eLn iefT3wt41fNeVuerctnl i. irgsmnnp�;laGyte Lens, sal4Cr�. .ROthon �T TomIN)'III;�P E:. a/isenbiscasryl3ikrl iltr tar iYlAidneC rMC:en mti rudefeCiine Galt 3Dny6.,s3�rndeddfvlt t1eRC ihsl ul?rliie�yd setTFFi lPe,tmi�IRdhileU iiy fi�ldnedfieinis icd�t ginetay� l.jnhCer erl heus�sShci ikers>f nsenfei- -' Y,$80083 ,.. ,: ll.S.rlfwDtrdx 1Gihsasr ilCedesis!!tislsslticsl'M m6ui ip i sktt4l<Ilix14 peenSte;fl�e s�;alss9t19)?ijrm !$An!( e/Gel irdpifs>'e.1r412efmiesnrya,�n'hSns17s7�sAMl�tssOxwer7e4seeLlsi.�diereN)syssVicedsd, �ukis Sl-$t. LdCf�-BlYd,. :. ellersisiieGudY !(anM,yrndye �. rE,rglrsnf nwtl,s�n leer scergb'CtftklcrllsCnib rOesfpn rl 35si1¢¢414se(olnt4r111y,IlnryofGed�sss mnddl sdmil,IJ: rt f e '�4�46' --! '4opynghf,�,7016k'�.SIR.nffmssesr,Acihanyiicm6cilt,�P,F;ReasoduNixalthlsdocumeet,iganyh3mtspiohihiied,withbuttheinitienpel�ssiagfvelo:Aaiaotfruispi!,lthonyfia�dllfP.E' - Job Truss Truss Type my Ply Std PaC/6511 EL D 65019 D04 Common 1 1 A0030803 Job Reference (optional) -1-4-0 , 5-10-12 RU11. I-- J vct r 4u io rnnc r.owu s uct i zu io mi I eK Inausines, Inc. Wea Aug J7 UU:U6:"Lb 2U16 I D: W?q u Lcr? Re?LfzLe98RIH4yHM91-wMTRh FkzgErLZjBtZCzsnkygyoXW2YSOXs, 10-8-0 15-5-4 21-3-10 2x4 i 3x4 Q 3x4 = 3x4 II 7 Dead Load Defl. = 1/4 in 3x4 = 3x4 = 3x8 MT20HS= 3x4 = 4x4 = 14-5-3 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.16 10-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.34 10-12 >743 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 89 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 "Except* B1:2x4SPM30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 9 = 956/0-7-4 (min. 0-1-8) 2 = 1055/0-M (min. 0-1-8) Max Horz 2 = 98(LC 12) Max Uplift 9 = -408(LC 9) 2 = -521(LC 8) Max Grav 9 = 956(LC 1) 2 = 1055(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2086/1790,3-4=-1923/1723, 7-8=-1930/1735, 8-9=-2094/1801, 4-5=-1780/1690, 5-6=-1343/1344, 6-7=-1787/1700 BOT CHORD 2-12=-1579/1922,11-12=-1021/1343, 10-11=-1021/1343,9-10=-1591/1931 WEBS 6-10=-482/625, 8-10=-315/447, 5-12=-467/616, 3-12=-312/444 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf,, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 9=408, 2=521. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard jy=fliusnitea.rtiaaenmsas'u�Tl[r3uiausecmnm�es"iaitee ttuoa;tn�u,ir6n:te�trtny:�rswius�,amsrps,c�,iaa,eflro'D'�csmrtrrenjk;fut;wss�iJnsn�i<aenaetca;:rdl � -,.. NT:}u�d"rpmsct'altnetk,telDouli rdf kalrns0es 6 (e r.. M1f7ln RP' rgwm�a 3ardo rda3modma r drSEl sl t � Tm! eh.3Cldelaenlj vEelniide&gruso{Cutraiitt nCie 4igFbi.$. ...."`.".. tirel ha n,sra s�. erm ni amre rr es a.m'1 o-81me[ need ah ai::nd ftnmtuat trxm�xii Idaatint r itdmmam rniinru rt ,Matte � Y' t � � � � � vt�, rt n { ieyd �t�p,�r�.at,�,�,�:���yn>rr;a- ;: eoos� +niaatutasnncetaewartsx,t/arnslord{usl(NedeesNfltia{4aptlSa IuaeLa;uwt!r�rl{rrusoitn�ntx>�drtwlt�KpLaynisgngiorcsiafrinca�,p,rx:ousrhrnta3ns:uEnaar it, ,, fi,di rtom nrsmm�asirit',mni shrlas�na,trutat e�mtp,tiu{a: xlrtnsfedEynaanrargaq�dufsoo:ttpa uenddnamTni,, 445 ;St Lude81'vd, PYI9 Y, r P4da lh Y !e P Pkt�?ssmefr`emk�IPaothpss3KvAeLhonyfhmSoYlf,P,E:' f4"i h��201kA'.ltdilTmsses,Aaihod Jiamhe�ICP,(; ReT' ttioaaf,isdotumdol,fgoh'hr ,is; jphigiredtedhooftlen{fi(, Job Truss Truss Type Qtv Ply Std Pac/6511 EL D A0030804 65019 D05 Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries,Inc. Wed Aug 31 09:06:27 2016 Page 1 I D:W?quLcr?Re?Lf7Le98RjH4yHM91-OZ1 pvblbbYzCBsm36wU5KyVy?Ctwn 1 h9IW2CHmyiOlg -1-4-0 7-10-8 13-5-8 20-8-0 1-4-0 7-10-8 5-7-0 7-2-8 4x8 - Dead Load Defl. = 3/16 in 4x6 = 4.00 12 3 4 1 Ir ,n 1.SX"�== 1 ES N 5 .O . 1O : O 7 8 1.5x4 11 3x4 6 = 3x4 = 44 4x4 = 3x8 II 7-10-8 13-5-8 20-8-0 7-10-8 5-7-0 7-2-8 Plate Offsets (X Y)- [2:0-2-10 Edge] [3.0-5-4 0-2-0] [4'0-3-4 0-2-0] [5:0-0-0 0-1-11] [5:0-2-15 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.14 6-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.26 8-12 >957 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-M) Weight: 83 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1050/0-8-0 (min. 0-1-8) 5 = 903/Mechanical Max Horz 2 = 93(LC 8) Max Uplift 2 = -536(LC 8) 5 = -399(LC 9) Max Grav 2 = 1050(LC 1) 5 = 903(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1820/1467, 3-4=-1650/1503, 4-5=-1801/1491 BOT CHORD 2-8=-1249/1646, 7-8=-1246/1653, 6-7=-1246/1653, 5-6=-1266/1642 WEBS 3-8=0/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=536, 5=399. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard '.covetirp�x*r~asu,�71�r>,t'stuaPpryai�cutetunr1asdind�in'Is��a:.�rucst'h,gte�rynrtsku�K��iat;�iiaen�t;,ttiintp.�g�tiet#�`���i �in�iEu�tite�st�ia�t,3:5aP�#:ate%uoareap�. P�,riii :Mg6Yrs s#i''6rx3vdEn&e tGr Ni#gpfd € 11 s es ;Euus v,.ryrd7jepeteik!zv feii##srfiGPtsrtestnsra�, ploiaNt r:rM tu(wpat#i&r:#i}#setrttFja GtutCknsiagiil, s #ep�dtl#f�0uit aStt iMl "list megityapkm+buee5'att,irh6ir sA€1tf1MI.T TOCIbO:Iti, P..E::: stir+?dtkn to tan�.ttiLatR�rs+trv>�kdt#�P'er t# uafsam; ret�ma�t6;tad7;ym taiCus testai&t€f3{litafd ti,d#a.€v'jode n&iNt.r»yPrtstfalirUku€aj5€ldx t>f�t a4t �+et agrs,8rt(searzgr�ti7d.swudGrvpS4ai.tE�ave¢e iL7 �: �8UQ83,......; ^r .-i?Pv rc€ IrttR�vs*3i �Eeis i ;�Pw�.rye,�ya"tr!(ii"de:Yf �3Psztry.ltdsltrF30afNjrt'kes¢{t+Fxuu�tle R,tdsrb�rt:id�Ytxa¢san�S�€v#rfrltt padSNJ en,th si.�dfv[nnd#adacn tsl,#nrxx:fie �rpiv,alifss ed 3srt�miasSCes.�sr in..,."t%n.. ... .?�^,., 4a5�,St. :iiLJe BIYt�. ;c '.:`trevd4R€i?/(LS2lS�teaquG,�nl?d rktrd:'leiiKf PtVdz..R�N�t€W�6(rtt'ff,yi'aii.isie5�keer It alh 6 X»if�tlYliedh'&; te4.5df`.eei'�'I�f�._. 46. - ,top"�rig!>,�iD16,1j;I;Roa(lissstt;�ol6Gry1 tam6a91f P,E RyPmdtld�nn�,lhsdnmmanf,inuppt rrs,3prQA:S,itedR�Bomf6a�P�npprm�sstaghnatAiPooilm5sds:_dat�e yt JoaSe,lllpt. Job Truss Truss Type city Ply Std Pae/6511 EL D 65019 D06G Hip Girder 1 1 A0030805 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:28 2016 ID: W?quLcr?Re?LfzLe98RjH4yHM91-slbB6xmDMs53oOLGgd?Ks925NbBmWOZI_Ae Dead Load Defl. = 3/8 in L3 L4 LJ 8 LO 4x4 1.5x4 11 3x8 MT20HS= 1.5x4 11 4x6 3x8 = 3-5-14 6-2-0 10-8-0 15-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.31 9 >791 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.55 7-9 >450 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.46 Horz(TL) 0.12 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight: 89 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1565/Mechanical 2 = 1674/0-8-0 (min. 0-2-0) Max Horz 2 = 83(LC 23) Max Uplift 6 = -789(LC 5) 2 = -904(LC 4) Max Grav 6 = 1565(LC 1) 2 = 1674(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3877/1945, 3-18=-4469/2300, 18-19=-4469/2300, 19-20=4469/2300, 4-20=-4469/2300, 4-21=-4469/2300, 21-22=4469/2300, 5-22=4469/2300, 5-6=-3708/1878 BOTCHORD 2-1 0=-1 800/3611, 10-23=-1805/3637, 23-24=-1805/3637, 24-25=-1805/3637, 9-25=-180513637. 8-9=-170413458, 8-26=-1704/3458,7-26=1704/3458, 6-7=-170113437 WEBS 3-10=-73/465, 3-9=-497/996, WEBS 3-10=-73/465, 3-9=-497/996, 4-9=-632/494, 5-9=-589/1196, 5-7=-45/393 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=789, 2=904. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 132 lb up at 6-2-0, 105 lb down and 139 lb up at 7-0-12, 105 lb down and 139 lb up at 9-0-12, 105 lb down and 139 lb up at 10-3-4, 105 lb down and 139 lb up at 12-3-4, and 105 lb down and 139 lb up at 14-3-4, and 105 lb down and 132 lb up at 15-2-0 on top chord, and 272 lb down and 172 lb up at 6-2-0, 55 lb down at 7-0-12, 55 lb down at 9-0-12, 55 lb down at 10-3-4, 55 lb down at 12-3-4, and 55 lb down at 14-3-4, and 272 lb down and 172 lb up at 15-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-70, 3-5=-70, 5-6=-70, 12-15=-20 Concentrated Loads (lb) Vert: 3=-53(B) 5=-53(B) 8=-38(B) 10=-272(B) 7=-272(B) 18=-88(B) 19=-88(B) 20=-88(B) 21=-88(B) 22=-88(B) 23=-38(B) 24=-38(B) 25=-38(B)26=-38(B) F Nane" dilePiratlt 4'(!! 7tt5iat'StiLrt"t.E',rti sfi(dNi&Nffie(r6., iclkN lilt i?, 'Ga�ft�hsa.°.ret kcdsprasr!srs iF�wlaaartu nss §sal .za>,{xt lGEyw�i;rli@es 1 ec3a lS>T UfnreuStrn{;hn ae, tA�tsset»nere se edwRd ,nl+.. WSet!carJ5 d6i5ssM`rasd mIQENSslidl (t, ss Sat Fgmet+si}. tl to aita(ea>ary`.iCGtstmt sxaxati{ea)d2tri.614 s{rcrm;sr as3 Erjtt sesyad etiw�ttanoup of met�Dtcttiae ittl,Niksig+ss �aprea3 ivat ae{�as,saiafrir, :/itttP3etk-"I'. Tdt;StiOfIli 'P..E: ... i iie�etsTn ,tsrve�f: jZtSttrprss d Q errs ee�fo�snu tzta; etc a�7e tiatMs in it .iCaC,YndS eeg Ya tni,. t,ta fdanil't�s aybeidrsriic3irc, +.every sx6'a��ne 5i<.tee ;naas,e syldztxr a.ra g ': jT.`Tdmt5& �tia4e{ e;f5ri adta�r zs'e 4A[.19tkr'@�IalixGJiak9 bSves��}G"I��`�'meaae€ILsr�kus3�attPialtilAvere(meeatulw�et��.strre m•:aSsesCs rc3pu tl3A;ssn�d�i s�s�e tms�espn,�;irs-tEa-�s3agasrcd;iF't yadeIInK �e`si �44�5 Sri' t!(Ci �$tYl� tand�rasre{;adeaYta�yiymn,niu'nfnri�:ri: ealduareattnannratatzaalraedS:nY.a,:�dIPt. t PT ':f9QY(i9Ei�,1Dld,�1:/iaol7spasr',z-14p1?S?yt iamboill,:P;E R Q,adaeticQot(hssdamaiant.inang(+masQrQtL.bi[ed5ritbg¢Jlhewt;!!4gparNtssiach?m:A-ifpafItasses-Fnhenyl jamba311P,E:. Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030806 65019 D07 Roof Special 5 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:29 2016 Page 1 ID:W?quLer?Re?LfzLe98RjH4yH M91-Kx9ZKHnr69DwQAwSEKWZPNaJF?c4Fo?SDgXJMfyiOle 1-4-0 7-3-13 13-4-0 13-11-10 1-4-0 7-3-13 6-0-3 7-1 LOADING (psf) TCLL 20.0 TCDL 15.0 ' BCLL 0.0 ' BCDL 10.0 4 Dead Load Defl. = 1/8 in 3x4 = 1.5x4 11 5x10 = -12 0-3-01 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.07 7-12 >999 360 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.15 7-12 >999 240 Rep Stress Incr YES WB 0.70 Horz(TL) 0.02 6 n/a n/a Code FBC2014frPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' W4: 2x8 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 716/0-8-0 (min. 0-1-8) 6 = 580/0-7-4 (min. 0-1-8) Max Harz 2 = 314(LC 8) Max Uplift 2 = -357(LC 8) 6 = -300(LC 12) Max Grav 2 = 716(LC 1) 6 = 580(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-962/655, 6-9=-165/255, 4-9=-165/255 BOT CHORD 2-7=-942/873, 6-7=-942/873 WEBS 3-7=0/264, 3-6=-919/999 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed fora live load of ' 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=357, 6=300. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 68 lb FT = 0% :Perobg-fdnetllrteT{ID«eei bt.1110u� i1CSS7E S lli �g[[3A t7MS 6 Jill,71;�AS EOfrCUS"W�dalUC;dl€DdiEil?.laa�lrift kf�grss.#rsul ltsiw.�f u? 1 fnfsteslpDm ur�m �6�Nt 4UYrTT/4Et Oi�r h r1� 1i3NkiklttlFt.. WF1SIIe8�ifY W trgftt IED. W% �kiTsEnm�,EieFs iM(k da RctDOpE11d{ 13lIRSS;D'SSLGj<lttftt Sieadryhp Ja�.SYJ inWjSD774 FJFES 611CFJ7fYt'v�roPrfF JfFII vrR�Mttltsp�,�l+Sl EtsE;lei0lfiFpt TIP SIt)CI�i11SyNDtIIfYiEtllfll thD G.l)16St9rik! IeeCeg,eF6Mn1. NIIiY..Ar � .AotIICn'T TOrnI1(Y'III;. P.E:. rcis<drc , i:tx«tia�, swlFgxirimjtE�c.Farsi��,n�almts �t�utE"Ir )urc� usi•Iwt�tanFn; nFuc«enfE��a�Fjnsrl�ttls r� R , idntmonE r¢:dntmneims;><a�n3tatu� a j rimrtr�«trrct�fEa,)�m) sisnjt/; Y .60083� , ' • tEdeso`tr�ost�e«ti��sFCElr�nl:sii�niln�tg,�;tz)ietilnnspEdr;d>vru�rt��wf�t?>iirc�?,gEspr,iuhrity ssraeu�t,t"FrcEr�q�,<di,ws,rFlNEl�elfii;:yns�i3p_etlta�i`sdnlrslDv3niisOripty,ea;ljrtssVnth3nt,wsss �til:+,stir�strti±irt��n}qnm,.�IgcslY+<tr�jltd�i�ttlprrouo�r«Ety�itY,E)rlEtt,tuiDomrx,u,ItrliSrfliuTro,aefrsruity,'iurcrg�Itthra,�t:nt�,timfnJ: 445}St LudE81�a, � F4rE;Preae, FL ;34946 �Co�yligh�l?•7010A'li o1LosSet-,Ae16onpJTaSg1fP.F RelEduni��!/hlsdutument;inBuyiorm,isp�ofiitliigd,xtEtnatthemingpnmiriiaefmin:AliaotLddu�-wthooy,L�j:ic6allf,'P:E; Job Truss Truss Type Qty Pac/6511 EL D A00308O7 65019 D07A Roof Special 2 FY 1 �Std Job Reference (optional) Al Koot s russes, von coerce, vL J4u4b, aessgnLaliruss.com Kun: /.b4U S uct r Zino vnni: r.b4u s uct i zuio mi I eK Inausines, Inc. Wea Aug Jl U`J:Ub:Zt[ LUIb rage i ID: W?quLcrdRe?LfzLe9BRjH4yHM91-Kx9ZKHnr69DwQAwSEKWZPNaLC?ZUFjRSDgXJMfyiOle -1-4-0 2-10-7 6-0-0 9-0-9 13-4-0 13 11-10 1�-0 2-16-7 3-1-9 3-0-0 4 4-0 7-1 s 6 Dead Load Dell. = 3/16 in 3x4 = 3x4 = 1.5x4 11 1.5x4 11 Sx10 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.23 11 >716 360 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) 0.32 11 >510 240 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` W10: 2x8 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 3-5-4 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 8 = 565/0-7-4 (min. 0-1-8) 2 = 725/0-8-0 (min. 0-1-8) Max Horz 2 = 314(LC 8) Max Uplift 8 = -296(LC 12) 2 = -364(LC 8) Max Grav 8 = 565(LC 1) 2 = 725(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=11771888, 3-4=-2376/2349, 4-5=-1150/1063, 5-6=-1181/1234, 8-15=-519/633, 6-15=-519/636 BOT CHORD 2-13=-1239/1151, 10-11=-2987/2738 WEBS 5-10=-328/490, 3-13=-440/572, 4-11=-674/700, 3-11 =-I 352/1189, 11 -1 3=-1 123/1046, 6-10=-1451/1291, 4-10=-1664/1798 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=296, 2=364. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 15 4z6 = PLATES GRIP MT20 244/190 Weight: 90 lb FT = O% ur n omuF«..r�ilia,tirc"ss{u 3csp3ii'rsutecrnumuiairru{Yorr �iartarr�rGaSnarn:>>. �di,�r,M,� s;rnssxHy�ea.�{tieo3iuunprilrxeia;t u��si�+ua�K, rd«:�us+danercui/ rll�teas upmscstttraea eituaj��d[u.uusorau>auytusremerbpu.lrn,zi��mjte^rgcum®�ce�;mndae ny?�icy�ar � nl tcfu�d�ey ir�ryec#�netoeuh+�nrnl:Tti<e«/suq .t qu<uucwxs?e:' Antfio,n T Tdmbo"IIIkPE. srn�dnor,iFxw/tH4ys4e,ar}rydosarac�raeaerrsnne!"i�3jseu„9wddnirtCn�b(dhxlrtnduttr�RmddejOo[rdsrdfiytm,tergkr�iq";Farr its3dr�epy"srtnid: Y±80083, n'e8zjigUTR-1tpuceaKllfsinJluJalbl�d[NxemaernrpmimtN&M7terteepmmStiiylduaraolit;g��i6,lt[jrRiuSi3Lfclid i[Arrysd.}silnclPlleefidtttinyceni,Iteel7�iiEid�ttsso�niicia0e.l�.hp?�nriltics:Ymhdne;<uess t U./,....°d. tur�at.rc �u¢r}�msriy}tr�ipmigsuli;usskrg<tit rnyrluwyya`srprerusinnrGtronewnrTay,,juar�i:eame,misa�gsmgrn:. 495;5 Lee.Blv_d. .....�. FortPsekt Ft',149.46 CoppigM,iD1QIbA1[oiLasFflTcAoldanyiT®6cll[�_P,F;Reaiodoilixcl>bisdocumenr;inon}iarmitpiofiiFitedwdhoonfietrrinenp6mntiaaEio�:3ltootGptuC,;Aothony(j:mholl(;-p;E : Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030808 65019 D08 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:30 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-o7jyXdnTtTMn2KVeo21 oya7TDPww_K2bSUHsu5yiOld -1-4-0 6-1-10 12-2-0 i 13-0-013-11-10 1-0-0 6-1-10 6-M 1-2-0 7-1 3x4 = 4x4 If Dead Load Defl. = 1116 in 4 5 3x4 = 1.5x4 11 5x10 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL, 1.25 TC 0.78 Vert(LL) 0.07 8-13 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.14 7-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W4: 2x8 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-2 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation n, lide. REACTIONS. (lb/size) 2 = 705/0-8-0 (min. 0-1-8) 7 = 630/0-7-4 (min. 0-1-8) Max Horz 2 = 293(LC 8) Max Uplift 2 = -358(LC 8) 7 = -319(LC 8) Max Grav 2 = 705(LC 1) 7 = 630(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1115/842, 7-10=-212/322, 5-10=-212/322 BOT CHORD 2-8=-1117/1044, 7-8=-1117/1044 WEBS 3-8=0/254, 3-7=-1 015/1099 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=358, 7=319. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 10 PLATES GRIP MT20 244/190 Weight: 69 lb FT = 0% '6mry tim+_em iN(reiiarru 1110ji.11RSdj'flrif EF].UI3Y56t�4d71oAi(OfICNj'Ufr3ji(CLu'6':fPu1Li1•.hra:IrtiryluFn raocCurrdimlai4rm?'i fntt�nl�Orr mrpP`;iWde 4en}iL k1l�;il 4k rzSlmitdnen Lders�ir 11e r6rrmRel6C.cif ,��:' :-:.. -�- f1iTeEmo,tmrpldls s'xit,Vis642e'Wuleni!t M.Trguus Nr�rzUa Sienhp.Grl o-�,I1 szdnwriD",rrpzsrsn npccCueednsjrder enllRA �e}rpyce:�it+pt 3t lesilsellSfsur4im tgMdnn�ICoeur NtnmT.Trsttsysw9�u}i�4efeean }ta�satA[11fion"T Tomtiotll��P_E: mile tCrc msixory tend sUs rup �rui{AmC 6 tf fl z+ftEhEtryet i,ilfroCrwrgnigx]nAe nndh'elir;_W1t! IMteal� lia�sof�m(tEFf ha TrmmdAe rDCmd ptfaidne effierms udif }ta tal, Fl n,itshrermamthr�sstinu Rznj,,, edntd: f,� SOg83 ' uej,u ro-fr,Nr�GanipN ac stes3, „!Iens7eC tTt rnsas dersd seif�ruufsr6rprcmtssiyTegarr�,lraor,iGldrTr� !AJ¢ufn +kapoxdp�!arr Irfa[�NfaueSj H�h�te f�`s�n i ssg,, ;+gso�s.tarie,/eains,�n�N„a�:'� 445i:St Lucfe'9vd, �tteni(sit,hsd,FrrrntieA.ryced le kv�Hrglrylpvuesl m�se.tkirs�sCcrnGrhNfK671ihOrili�Cesgar Nt sspnesu�5lttotnrnrtiiep, �prt}zdast erns ne ps'dah elgtt4t:, (" r ;34a46' 'pytg . _ ApihzeyTTamac'i1feP,f> Re. roddbx,gl;ldtsdzrpmezr,jgdn�tzsm espioh�ii.�d;�ithoottde`a�linq�permrssionlrom'tlpaidotUass`ali;Aptdoatf T ut5o11ftipa:� (p" i d1,®1Q161�IlaziLnsszs „.. Job Truss Truss Type City Pac/6511 EL D A0030809 65019 D09 Half Hip 1 �PIY 1 �Std Job Reference (optional) Al KOOT I fusses, t-on: vierce, M 34ei4b, oesignra_altruss.com nun: f.b4u s uct f zulo t nnu /.b4u s uct f zulb M(t eK Inousines, inc. vvea Aug Al uu:uu:JU zulb 5x6 = 3x4 = Dead Load Deft. = 114 in 4 5 0 c6 10 -' 4x4 = 3x8 = bXb = date unsets tx,rl— Iz:u-4-zxagel, Iru-z-4,u-s-ui LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.13 8-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.36 8-13 >443 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 72 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W4: 2x8 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 624/0-7-4 (min. 0-1-8) 2 = 711/0-8-0 (min. 0-1-8) Max Horz 2 = 252(LC 8) Max Uplift 7 = -311(LC 8) 2 = -365(LC 8) Max Grav 7 = 624(LC 1) 2 = 711(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 041/978, 3-4=-499/349, 4-5=-412/389, 7-10=-587/570, 5-10=-587/570 BOTCHORD 2-8=-1176/968 WEBS 3-8=-588/828, 4-8=-126/263, 5-8=-591/647 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8a MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 7=311, 2=365. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard e��g n vnu•cura�n,rrx.iifa; nasa(u a', zcaie'inusee�nn�nseasrcut:du:r,[�uur:i><aia,atte„pp,mci<smadwun.jiram'dyriu�ass•,t�Tosn,_�1nse�,:insvdwwndwj ptitomupms _rssefl zeieoaiaai ulTmowabr t� $.„fir&su �a sggm rynmin.nTeaaansk,„atpr+urr poera�lesg+dew{r�s+<'r3,rarboelX�nini l tvPuu wrudne a wr Antlioi TMnif lIf• P_"E:: ali3 dLNai pst� tqM+;sack rarni�.N ddeC nM` .enjafiyb[ia �ihrmlf Cn n9eruleddh9n, p+iE(eASs u�ISAG �MR41 hs rin ddhl f ;(firydn >itlei s, drt jtne'f¢�n g;jnhlhGxu7t afdiY drt7dr r' -Ni3�linrC f +tkeGekdw /ICrsies3� �q nRtlOk l imGui 1pe�f�ahlkrH4ferG {acwsm'e ,iaftiq�lrn�ll5ljr lf�ls`ilrTP�n!$,`I„auilemetGy7paxdgi+a a ln�esfinss'r%spec "h3rs?e(�a iAn tsssa�v�e:iinl:,pnJ�fyseanfinn iUr!k�i:r,.;uks: 4451. St;lu,do,i vd,. I flm�nirfxieli.i4+N!Ri!7dD PiN.igry,raYinl pameshslis'if_1klnsaPsa wreg�fs A'Jti1lWl`UypipPM afj wssfgn F�ihattefegia iger 2lt.srpdael rta,na titld�ulmjl4l ,, .. �9 %pjrigh��,)Q16AiJ<t ttTnssa;'.-AythSnyf hmSeilfiP,i; Rapridoninapl;pAlsApsftmeni;igotiyhcm,ispjp63iigdwn4oatt5exrfmfnpnmissmnJiadi4lPaatTsusuCwA�tApayT?gm5471fxP_FS I Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030810 65019 D10 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:31 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-HKHKkzo5enUefU4rLIY1 UngiypHlimtlg80QQXyi0ic 1 4-0 4-6-13 8-2-0 13-4-0 13-11-10 r 1-4-0 4-6-13 3-7-3 5-2-0 7-10 4x6 = 5x6 — — Dead Load Defl. =1/8 in 3x4 = 4.00 V2 4 5 1.5x4 3 10 0 d ci n 1.5x4 II 2 W4 I� o etr o g 6 3x8 = 7 5x6 = 6 3x4 = 8-2-0 13-4-0 1a-11-10 8-2-0 5-2-0 -7-10 Plate Offsets (X Y)— [2'0-2-0 Edge] [5:0-1-8 0-1-8] [7:0-2-4 0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.07 8-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.20 8-13 >803 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 71 lb FT = O%n LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W4: 2x8 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 7 = 630/0-7-4 (min. 0-1-8) 2 = 70510-8-0 (min. 0-1-8) Max Horz 2 = 210(LC 8) Max Uplift 7 = -313(LC 9) 2 = -375(LC 8) Max Grav 7 = 630(LC 1) 2 = 705(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-113911085, 3-4=-747/636, 4-5=-664/654, 7-10=-531/582, 5-10=-531/582 BOT CHORD 2-8=-1222/1054 WEBS 3-8=-432/593, 5-8=-719/724 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 7=313, 2=375. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard %eeiy Fier: eurtglitrerer rx 11107 itRSe�fQ13r�[r3At f711f6,7b0`II:dS:7SiGNi'Ufl3�:O7:i'FPot4f1'Ixe�natmnp��es.di,sr.c.rua� lni: pme bj(trc:,lmee�i-lr ia'ri�r£!,� ,S�aiem.a ever �.,:<sa lwre ren:,�lt Zt, �tkit�}�uhrli.ei5�.�!G�eyrp'ryt�rglr�irmtt bnk111aktro c0er�ipg(�iis 67t ipa�lnprttit�nt;i$r,t sr�aa [%jar;eta!:�trll`igd�Ilaind�ndJxaiup,{sYeS:tl milJL � .Fli(fPrerse; FL$A9,A6 Cppntghf'/OIkR�1.Aat[rasS;s-,Aei6;onpJ`(m�JQP;f, Neprodutli>a.all6n document. ih ouyhr7e,itpjghi6ifP,d"wandotthe afinenpnatss�eiftemAliaalLaSs;;A6tADoyfi mhbh(P,_f.; Job Truss Truss Type Qty PIY Std Pac/6511 EL D A0030811 65019 D11G Half Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:31 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-HKHKkzo5enUefU4rLIY1 UngjtpGohOIgBOQQXyiOlc 14-0 6-2-0 9-9-0 13-4-0 '{3-11-1p 1-0-0 6-2-0 3-7-0 3-7-0 0-7-10 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* W3: 2x8 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end ver irals. BOT CHORD Rigid ceiling directly applied or 6-1-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1192/0-7-4 (min. 0-1-8) 2 = 1002/0-8-0 (min. 0-1-8) Max Horz 2 = 169(LC 4) Max Uplift 7 = -637(LC 5) 2 = -561(LC 4) Max Grav 7 = 1192(LC 1) 2 = 1002(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-18931935, 3-15=-13381697, 15-16=-1338/697,4-16=-1338/697, 4-17=-1338/697,5-17=-1338/697, 7-11=-1039/612, 5-11=-1039/612 BOTCHORD 2-9=-930/1734, 9-18=-937/1762, 18-19=-937/1762,8-19=-937/1762 WEBS 3-9=-105/473, 3-8=-491/306, 4-8=-432/352, 5-8=-797/1515 dvA — CSI. DEFL. in (loc) I/deft L/d TC 0.47 Vert(LL) 0.07 9 >999 360 BC 0.54 Vert(TL) -0.13 9-14 >999 240 WB 0.58 Horz(TL) 0.04 7 n/a n/a (Matrix-M) NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=637, 2=561. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 132 lb up at 6-2-0, 105 lb down and 139 lb up at 7-0-12, 105 lb down and 139 lb up at 9-0-12, and 105 lb down and 139 lb up at 11-0-12, and 121 lb down and 139 lb up at 13-2-4 on top chord, and 272 lb down and 172 lb up at 6-2-0, 55 lb down at 7-0-12, 55 lb down at 9-0-12, and 55 lb down at 11-0-12, and 66 lb down at 13-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-70, 3-5=-70, 7-12=-20, 6-7=-70 Concentrated Loads (lb) Dead Load Defl. = 1/16 in 5x6 = 13-4-0 13-11-1 3-7-0 0-7-10 PLATES GRIP MT20 244/190 Weight: 68 lb FT = 0% Standard Vert: 3=-53(F) 7=-33(F) 9=-272(F) 5=-121(F) 15=-88(F) 16=-88(F) 17=-88(F) 18=-38(F) 19=-38(F) 20=-38(F) e y na D,n gNirea rullmg/im'is, r e[131CIRtl16 tdkgilW fl9fi00 h7fd�365 P,ELSY,iT Fxa YclltduppwS tWinlw�suS itrtnE pNoru(n[C,md6e tiDo}I rsakaN rtr naYin))Qo n! Clessi lsesg le de RA a� FLTii;a yerr tskdkssea4sigUalisdf atotnsso .erhr�at?-slmagreyon+, gsmam9mcigsume�es s4nsr ,.;"aysmnn�resp r.� .irlctrsrpdResujkr� A}peas nemoeiq.artint lfiere:�m.sa ,[ psnsn c,.Mesae Antho"n T T6m.bo."I%P_E:: z+iy dd rss�ssdasn} sarnidmc.r e,ti,desd e:si tl aswit�jg axr a<gddinins+xwn r„ssr� Jni mrrFs rn.gi� . dai(eoat jfi,ds edflefni`s 6d.i gkeleg };.RshfwwnikntSdiY di n} ,ganfd Y 4 80083 , r' alt:ft lidr0•sgter`AsGafiedn tdMnA sA.t��g id i}aOrisLlpnrd uSe4hWtlarGr/atedSs47il smden.�t�St�1�1G;1i(i rj'ii5n5k`.,ItrVden raai.}»x�.peifsra lFFl ldinsllarednsun�sYllyAfiiidq IaSsgn"pe Jivtsgernbd?rKtittnF+t td"�,Lukss :. �$i ;.. •.�:.:' ' .,. .. St. Luc a Blvd,. �Ue%v�siteRidi,r,itnsitspcepe}w gnAirglrrli ramfsl nlM_rtWrnsodcrp49oasrn LJnhp/liaigiNgcetjnTmsSt�tN{[i}resttafsg4r}u>i: �9 nrttol�ts7drr n rtad� Nreinl, FoCt":PierLc�, �L.;;3¢44fi fepp+gh7�1014AJRdiLdsset;Ag'thonyJT�5gl1i,_f,f;Re)iodneinuol3h¢dntumenl;iuuoytnrm,tsptptiihfiedrtanddtthoeme`npertvssrcnJrkmAlRaotlrCssxCAnthody,f.`j�mhpJlfP,E '� Job Truss Truss Type Qty PIY Std Pac/6511 EL D 65019 D12 Jack -Partial 3 1 A0030812 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:32 2016 Page 1 ID:W?quLcRRe?LfzLe98RjH4yHM91-IWriyJpjP4cVHefl vT4G 1?CubDeZSC8uvomzzzyiOlb 1 4-0 3-9-7 8-1-0 1-4-0 3-9-7 4-3-9 1.5x4 II 4 3-9-7 3-9-7 8-1-0 4-3-9 Plate Offsets (X,Y)- f2:0-0-2,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.07 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) 0.06 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 40 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation rinirlp. REACTIONS. (lb/size) 2 = 467/0-8-0 (min. 0-1-8) 5 = 341/Mechanical Max Horz 2 = 205(LC 8) Max Uplift 2 = -433(LC 8) 5 = -347(LC 8) Max Grav 2 = 467(LC 1) 5 = 341(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-637/1375 BOT CHORD 2-6=-1544/581, 5-6=-1544/581 WEBS 3-5=-608/1617, 3-6=-457/168 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=433, 5=347. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 621Rr Mnt!^�tfi�rttebifl! slrJ27r�r'-�f�itll�rtklid(T(rll.8(D�i{I Hai ti]IIt��Q�f i�[R��it:..r�f,9l MB �f1.1tt!i'[i jC4?f'tr{ff{in{'{M@{li iR/1rrp}lriNhr(rr{.{A��3 iE$tTf1.Itf00I��:.11In![f ilMtlrflt Sl rl`.Ed kNr�ifl llr!r il7it �ri�tEl� '. Y t;wr.11x'ns{aT6tas»'fm 4e10PbilnGi }.1 Wts ,'P,?e'enre,d cxtgle{nexa aitr et p/iDDrfpn!IIsuxu}tttdkf rshs cl�pylnt'rus3+7el lh bf Nt�SdGrsmj�slin E`t �rdmrksJ3tnir�ensr lMd fliNrsn pwr.:lazdsractc ey srtaew'rc T �nedtSn lns`efetd W€ulssnetWu Yeed%dtk6 �er1�k�usteaaa ttd�iesixrSel lul7e ptr t rstr�etm6.3. StlKretpi4sd 6a.la(tlza NI ,Heir i.tfdW 6lntit SeNs {dit Et ss xisf.l�rs}snbna.lits�n�jremyf6�61 J"x eypea Sri. �: ''��D(1}' � OP1b0.It9r-PE:: .�'h'lit6ep'tiU�®lC�eliaRt RdressnEgnt4 r'GrdnirrvJustp+d:ieeesdrt�P�li,grlcyusa'i�e�li'aemurlrsepst��siritrmeelsr,i �eldv�.�ita�`hrdgnayry�Mi9tntes;itir�aa�ts}g�2lesGbtf 3sael;ti.;Ievsi€Hauural, leis staaiamrx wiesl '. I 80083. slel>titlArod4lrrntrla�telgx 4+bi�li'[Np�es nd eY'Eii ss3lo�Flg�F.,rIl hlGceg'�stym �l�ns nilAFriireda ts�y L'urraaiei'tt¢sal H/Sedz, Itif, f0(1,'PlerCE, Fl.'3�4,45, r?.pYfiBtl.�;ta)�Ailjpeil!¢sst A'�6g;"I,IomD®III,P.GRprod�oicentihiadommanf�jggd'y.(t�rs�mM1'bi(edi.t6pe)Ihewah$(.'pyrq,lssiantlQml,Filanfin}se_r:;ilnlhoartlecSa�If:Q;E �: Job Truss Truss Type Dty Ply Std Pac/6511 EL D 65019 D13 Half Hip 1 1 A0030813 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:32 2016 Page 1 I D: W?quLcr?Re?LfzLe98RjH4yHM91-I WdyJpjP4cVHef1 vT4G1?CnPDYBSDJuvomzzzyiOlb -14-0 7-0-0 8-1-0 1-4-0 7-M 1-1-0 4x6 - 1.5x4 11 Dead Load Defl. = 1/16 in 5x6 = 8-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.22 6-10 >433 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) 0.18 6-10 >523 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 38 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 505/0-8-0 (min. 0-1-8) 5 = 303/Mechanical Max Horz 2 = 186(LC 8) Max Uplift 2 = 476(LC 8) 5 = -303(LC 8) Max Grav 2 = 505(LC 1) 5 = 303(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-235/355 BOT CHORD 2-6=-439/146, 5-6=-502/161 WEBS 3-6=-1030/355, 3-5=-439/1366 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 - 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=476, 5=303. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard nm,rmk.ne tiro n�sv�;sFun��aa,ctK�.atazthwui�t�aratu'tlu����t�wt'rer�:ih�&�re�arotfrri,a�,era,:r�:rl,t,.m,Qaiet;raf.�sa,�1 tr�>fl,�i�.usrer�s3rdjeiPr:, t6.ri�mwcAall tiff,r,iE Wel;xrhpCst axtl:rtadfa GtIDt9pristjsir ss im✓fs4•Magee,r!`UprtJPp[tpnr'tnp¢jta.sdneseh,mngtneitryrz3pettk+L'Y.frttaasipaE.{gj1:T,irrtaNmbl{(JOedr as>t iN�l `irb,rytm r6na£d:es<sni( �r?1;t,',Fnrn7tenixld u�e,r ui:�,lw3ier a�p.e'efs u;.«,rs?sgea�rde rsilnlani}rsr'urrc�et�"lMl.;�#siF;mashtaic�nt •rtvs]nti fkrlpsitamt oas 5dat>�a�r<nss?F.�9t?�€Raila�ai°s;,se�`stil,te`r�n,p�#raj¢: 'AiiNotiy.ZTorotiottF,IP.:E.: �41n`.Gry hsipe,Mtamasr)ataerxrWetlel rvciWpaiyieltMsnes FSPostiq}a�sda'�t!sxprts�ltSrµ4t�s�i{{meetiN,roe,ilermdturraargaiecttw39t5xsMi&1re a+iFt:eet)fiti hrnat u�l:�rylrsn Mkuftya,ustrii iusd:mren�ess :.4., 8uG$3; �:.>Deixiss9,heN�etextja,�eNgexperfrrsjl4rl�rua,sassl d.'ge1rF,Dw}xF gate_; N41 Srrryasl 751p�eE hts gsgeesle,�ten stGtgi tieg;S,iiga,uNgaasmrs ds�edcsgfl tt ,Fbt[;�Plerce, FL s3,g; 4t.; --" � Yt!9!. Id M,[gcafTrrtt�s.Anl4'as 1.1am1sallr;P,L teprddnrrroa,pfl6itdammtMin.gaff,a,,iprahi6ired.inbaett6awt'tn(up;tm,snaQtiparA'�liaaltmsstS=�VitT�en l.lam5'!(t,£`,; cop f a I Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030814 65019 D14G Half Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, deslgn(daltruss.com Run: /.b4U S UGI / ZUlb Frim: /.b4U S UGI / ZU10 MI IeK Inouslnes, inc. Wed AUg 31 Ue:Ub:33 ZU113 rage 1 ID:W?quLcfdRe?LfzLe98RjH4yHM91-DiP49fgMAOkMvnEDTAbVZC151c?VBiX28SV W VQyiOla -4 -0 5-M 8-1-0 1-4-0 5-0-0 3-1-0 5-0-0 8-1-0 5-0-0 3-1-0 Plate Offsets (X,Y)- (3:0-1-4,0-1-121, (5:0-3-0,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.05 6-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.05 6-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 37 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 568/0-8-0 (min.0-1-8) 5 = 545/Mechanical Max Horz 2 = 145(LC 4) Max Uplift 2 = -614(LC 4) 5 = -690(LC 4) Max Grav 2 = 568(LC 1) 5 = 545(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-697/801 BOT CHORD 2-6=-793/610, 6-12=-815/626, 5-12=-815/626 WEBS 3-6=-269/277, 3-5=-723/943 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=614, 5=690. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 329 lb down and 394 lb up at 5-0-0, and 138 lb down and 170 lb up at 7-0-12 on top chord, and 109 lb down and 236 lb up at 5-0-0, and 42 lb down and 96 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 6=-74(B) 3=-138(B) 11=-62(B) 12=-30(B) wf,N-m�irrleif.ae dtr � i�osu,(Sluulrrzsti-,iiM.atuaar �33rsT:a{'st�dlsu�d;�vsrro,a.rnirliirtrr ,rfNoa;f�l�:lfl��mlr�,gl.,,.�r lrr'rPi�:��r l:;n�%r:.rlr�,utnienfne w{,a��.::li�daafli�,Ni= O�iC!x!t!l; 34taW*. et9s:tM(N14 Hkrybi.i 1,s;estp',f,afrfl.rlut(gintupf udN!€rj[eDrnrNuzdNaur!etti><�i{aA{naN(agixmmynsrNvd+iryJutix(t93ed6afdi(Im melt dgl3Dlett esrn lFil !e!i{�gu{ rar.+lisfer Nraxfs, u7N"nn, jth�'j. Torobo llP,E.: l�lil Fttl{r 53tt! LF3r�li�Nisftt![d{,�11+6 N�rkrf4(S NiW 1;�ircl«darwhryq 9lfK KAi14'tliRl�.rr�31r{Ni�+IlldlB.Cfr.(fC�l)pj,rllijp {iEidl6iiQW NrhN{3.q!{$Zrl it 3C.9lY�gr flfl a4k9tI.NN�r0.'Sr!l1G10 �f 53P1. SI'Ir �'.. : Y.�eQQ$3 'xiq�`!ily,�3rNumr)a�l,w�reatraCs[rurn+usve�,r:��iufyussdf�tm�zr(srfal�Er3naasuan�fhreuamr,�lsriat� m �INsasrifr�l:ad,tlaft,r>aF:.:fefu�u;l��:c,�au�u,w;;rrlwramsrH�ai,is aa51:5e.luiieBlvd �'( ;�kna3{f�,tiNdSytiistetd tittbgr'�71r1irer�Nrd rd;,GiYKs c�+hrmti i.M714epN7agaAul;Mfis,�,ten fiyfa�e, rier3 tytuie!'7edhssru{edt dalPl G, . s �. Fort Pterce, FL' 3tiQ„4i+ [npyrig�I,�s,191b,A1'tSdT{lsses ;1lnjbod'y 1 Iom6dIII, PE 8 piddu�ongil4i's dammtnf, 3ggny.(oiyt ,; prgh;bjted'�n6qultBe wljn#,t(porm63<dA tiom Aa RadUu�s'ts=�Iatlrasy�l ledShcll; f,E ' Job Truss Truss Type Std Pac/6511 EL D 65019 EG6 Jack -Open Girder rtYPly 1 A0030815 Job Reference (optional) Al Root I russes, fort Pierce, 1-L 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:34 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-hvySN_r_xisDWxpP1 u6k6QIFu01Mw28BM6F41 syiOlZ 3-2-2 5-10-0 3-2-2 2-7-14 1.5x4 II 5x6 = LOADING (psf) SPACING- 2-M CS'_ DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.05 5-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.09 5-7 >759 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) Weight: 30 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 1908/0-7-4 (min.0-1-9) 4 = 2085/Mechanical Max Horz 1 = 118(LC 19) Max Uplift 1 = -835(LC 4) 4 = -932(LC 4) Max Grav 1 = 1908(LC 1) 4 = 2085(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2978/1271 BOT CHORD 1-8=-1291/2839, 1-5=-1286/2826, 5-9=-1286/2826, 4-9=-1286/2826 WEBS 2-4=-3044/1385, 2-5=-768/1852 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide metal plate or equivalent at bearing(s) 4 to support reaction shown. 7.) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=835, 4=932. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1160 lb down and 533 lb up at 0-10-12, and 1164 lb down and 520 lb up at 2-10-12, and 1157 lb down and 503 lb up at 4-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 1-4=-20 Concentrated Loads (lb) Vert: S=-1164(F)8=-1160(F)9=-1157(F) Avaiq Pkzsa�n3�rii4er6e#TL�>.11USU'"e'SEIi�.E.Pu7ifri�i!ti�Y7tir'�SteS(r.ArfiB n'jS'rW �":3EutAt tem+i`n><6 crrpmse irr:'iiede� tthiSees H�sye seeM.f;1G[�wll!rr�¢�[I'res�IC;T. rs nrt idtel�lhtt ne �iess5i��bei�etn�e rt-0,ttlr , ..: z W.evE:eaa�tfteeuullasMtrta765pun5i� I�3s;e��amSM4lrrcxtl(yqusukdisetne>iT6PrEpr?w5�eaopi�dne �ehnss+l.?3!. e!�"r e4��7tu rxeesyadTss�sj➢3lmeeyG7<dta�e r�Dsrtr aterltld.iie"de aen 5x+•Ia�ly.ecicuyut>1Fit 4 Ankt ony T Tor bo:1II, P.E:; sdruatan rn srsru*r+8ntdgrn�E�Ser�rdtle Or trtt4_r;,�te�+rellreder3e rmrmt7e�utircas.IsiP+O�Ltdtd�4`cdi 2mf,l?ai'HI Mge?itfdDrl,P`vf �t:cd9e4us(�tur�Emr.s¢�ryex a:d��fkeC4ia rtsxe.di_� 3et�fisr a p"mtem�er aa�er:neerm6e POn(iajrs�ti}ml�ls es�ras,aroasatrirw}}arrttrtnaasa�,�ara^r�,36n.�,m�;�, s��re.o..�speale,�sdte±r:sr�ssmr)�n�Fns�,6�e�7giRrrr.�emlq�Fr:r +,� x,kiiihedmM6jriplrNzpeNafsrbay'treYfe�hsiE+dnd,:;NT€SseltdErywtx_sN'tr�e t.�er nies� sat�tijrsienhpiemdeebrmp;S&rode.aeftnzsttrc�ja`,ae[a11wG,aS�.;S LUejP 61Vt1. Fbr1 Pierce FL S4944 (op`q(igtlsL',)Ot�A;l RdailnSst3;AinfiSc�i,l¢mEoltlip.G r pr¢dugan¢iihjsdummaetigoay,f ec,rsprQ6i6ited'►,AhcuJlfiawnt!eaparminipntiomAlt¢oiLeesrr=Am6aett I¢ bellf P,F,.. Job Truss Truss Type city Ply Pac/6511 EL D A0030816 65019 F18 GABLE 1 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:34 2016 Page 1 ID:W?quLcr?Re?LfcLe98RjH4yH M91-hvySN_r_xisDWxpP1 u6k6Ql IR0POw6oBM6F41 syiOIZ 26 25 24 23 22 21 20 19 18 17 16 15 14 1.5x4 iI 1.5x4 III 1.5x4 Ii 1.5x4 if 3x3 11 1.5x4 If 1.5x4 it 2x4 if 1.5x4 11 2x4 If 1.5x4 ii 3x4 II 1.5x4 II 1 4-0 2-8-0 4-07-7-9 3-0 Q 9 4-0 10-8-0 12-0-0 , 13-3.4 , 1-4-0 MO 1-4-0 1-4-0 2-3-9 -4- 1-4-6 1 4-0 1 4-0 1-3 4 • Plate Offsets (X,Y)— [13:0-3-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr NO WB 0.47 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight: 86 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-34. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 26, 14, 24 except 19=466(LC 8), 21=-399(LC 8), 23=-174(LC 8), 22=-768(LC 8), 18=-233(LC 8), 17=-574(LC 8), 16=232(LC 8), 15=-541(LC 8) Max Grav All reactions 250 lb or less at joint(s) 26, 14, 20 except 19=1189(LC 1), 21=1092(LC 1), 25=442(LC 2), 24=451(LC 2), 23=813(LC 1), 22=1880(LC 1), 18=784(LC 1), 17=1668(LC 1), 16=921(LC 1), 15=1595(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-19=-1181/970,6-21=-10841851, 2-25=-414/103, 3-24=-425/137, 4-23=-785/469, 5-22=-1860/1583, 9-18=-763/542, 10-17=-1641/1257, 11-16=-894/578, 12-15=-1571/1192 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust), Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1.-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where.a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 14, 24 except (jt=lb) 19=466, 21=399, 23=174, 22=768, 18=233, 17=574, 16=232, 15=541. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) CAUTION, Do not erect truss backwards. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 173 lb up at 0-4-12, 254 lb down and 234 lb up at 2-4-12, 360 lb down and 331 lb up at 4-4-12, 2583 lb down and 2378 lb up at 5-7-9, 1627 lb down and 1498 lb up at 7-7-9, and 1627 lb down and 1498 lb up at 9-7-9, and 1626 lb down and 1497 lb up at 11-7-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 14-26=-20, 1-13=-210 Concentrated Loads (lb) Vert: 8=-1627 3=-254 5=-2583 10=-1627 27=188 28=-360 29=-1626 .•Mt➢a"�S�Yry+JEt!i<Yit lirtJfllD)S'�`S1UrCf.rlFlrt(Tft4.{tGR�Ii`71SIilEN �G72EI�JS'{iv'SG'.'.JEtli{CMI.itIR,:tEl1(Itij[F,nt9E'nfR{IFETRd apf,snsLispaanr.;lti,�3R�l�lagL tei�N,tit7ntrE S4 etNfase.sa 4.t etSi�'a C-da3a;l9,a1 Ya�ei!wmely µYstGF tc?stitn�ltx4pr.re6! I IAss'eirpEelivsay.l,�erattft�attta?t trfatr$1G@npt;txs takfejlw,EkkiRdtt snslmpataAtdas�s3+lyln 6thsgtdmsr==jltLniie;slr[kPoe lDDsal; klEr liEl Ri&i� sssxttrat; listq aaf�sak stial&?1. •..Ofi �:. TO bO�IIInPE. .: � t�t�dhstl slueerip�yss ro�Nw,ntll�t6+`ar15+Aw7steAataltlotude4a.6v;i I;str rutaued#d 1 ;N;�W}?•Itdd' lie;e?tta2 Nl ragpt?ild16s12wti15iVaciS3t mssr�tvjSsAm;srt+ega��i+Pma�Ee gsial;lerst,sgK:�chd .'. �� Y z;821683 '� �41Gd.it siraemlCiebc'at lD,ar ss l`nt�a@ti'SalMt;rta:eivltMsS satht �Y �+6sp�5$deTlxrmaSltSP�kI'W:lkgittplSttlnercKu.�d[k peaerst;aln�isY�Sl�ntiM rcsjxssi tssadl�sCfai•isCes;ar,.l�tK nia�gszffet rttss kas�aa+lx tuesi e£ t4.Eii(ie9nnel5ri(ai+rlagalgtalt rs5ri;lrtN;arpn:721,N.;iii ss42si;S hr�+sri: NSlMkEer sJgsi!ri ii ssien,Eiyite:dg5n oe;,.!"nc�da¢ef^es arvdi9ed'ra tiFl.. '' ..��: •�: .Forj.Plerce.F4.3eg:1b Cop'�iig6l,fir'SD)dATRcafTtattS3-74n14ep�1,lombo111,Pa iepfcdude�nil6isdammeni,jnoey[ rr stprpbigi(edsaAdq�Jf6cwijpfrtpgtepEstiirfigmA}lfaoiJroplf��AQ>[fe �11onbA.pr.:P.j± Job Truss Truss Type Qty Ply Std Pac/6511 EL D 65019 FG1 FLOOR 1 3 A0030817 Job Reference o tional Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:35 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-95WraKrci?_4850cabdzfdgM6QYDfRHKbm_dzlyiOIY 1-9-13 3-2-2 4 6-0 5-10-11 7 4-12 9-3-0 10-9-13 12-2-14 13-7-14 15-0-15 16-11 8 1-9-13 1 4-5 1 4-5 1 4-5 1-6-1 1-10-4 1-0-13 1-5-1 1-5-1 1-5-1 1-10-9 410 = 3x8 = Dead Load Defl. = 114 in 7x8 = 302 = 7x10 = I U-111, MIKE Ili WN M�.f��R�� A., � 1■ 5x8 = 7x10 MT20HS= 4x8 = 44 = 3x4 = 48 = 804 = 5x8 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/rP12007 LUMBER - TOP CHORD 2x6 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except` W1,W3: 2x4 SP M 30 OTHERS 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-4 or purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24 = 10429/0-9-0 (min. 0-1-14) 13 = 11933/0-4-8 (min. 0-1-15) Max Grav 24 = 10429(LC 1) 13 = 11933(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-8701/0, 1-2=-11188/0, 2-3=-11188/0, 3-4=-25934/0, 4-5=-25934/0, 5-6=-34110/0, 6-7=-34110/0, 7-8=-34110/0, 8-9=-29118/0, 9-10=-29118/0, 10-11 =-1 3613/0, 11-12=-13613/0, 12-13=-10300/0 BOT CHORD 24-25=0/1519, 23-25=0/1519, 23-26=0/19495, 22-26=0/19495, 21-22=0/19495, 21-27=0/30428, 27-28=0/30428, 20-28=0/30428, 20-29=0/30428, 19-29=0/30428, 19-30=0/34110, 18-30=0/34110, 17-18=0/32795, 17-31=0/32795, 16-31=0/32795, 16-32=0/22548, 15-32=0/22548, 14-15=0/22548, 14-33=0/1750, 13-33=0/1750 WEBS 6-19=-675/0, 7-18=0/461, 1-23=0/12368, 2-23=0/722, 3-23=-11119/0, 3-22=0/1406, 3-21=0/8618, 8-18=0/1983, 8-17=0/1569, CSI. DEFL. in (loc) I/deft Ud TC 0.64 Vert(LL) -0.2818-19 >703 480 BC 0.89 Vert(TL) -0.5418-19 >361 360 WB 0.90 Horz(TL) 0.11 13 n/a n/a (Matrix-M) WEBS 6-19=-675/0, 7-18=0/461, 1-23=0/12368, 2-23=01722, 3-23=-11119/0, 3-22=0/1406, 3-21=0/8618, 8-18=0/1983, 8-17=0/1569, 8-16=-4826/0, 10-16=0/8626, 10-15=0/1577,5-19=0/5160,5-20=Of756, 5-21=-6014/0, 12-14=0/14945, 11-14=0/1056, 10-14=-11729/0 NOTES- 1) 3-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-7-0 or. Bottom chords connected with 10d (0.131"xW) nails as follows: 2x6 - 3 rows staggered at 0-4-0 or. Web connected with 10d (0.148"x3") nails as follows: 2x4 - 1 row at 0-9-0 or. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) Bearing at joint(s) 24, 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 or and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. :0-3-0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 344 lb FT = 0% 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1175 lb down at 1-3-0, 958 lb down at 1-5-12, 958 lb down at 2-10-8, 1175 lb down at 3-3-0, 958 lb down at 4-10-8, 1175 lb down at 5-3-0, 958 lb down at 6-10-8, 1175 lb down at 7-3-0, 958 lb down at 8-10-8, 1175 lb down at 9-3-0, 958 lb down at 10-10-8, 1175 lb down at 11-3-0, 958 lb down at 12-1-4, 958 lb down at 13-1-4, 1175 lb down at 13-3-0, 2731 lb down at 14-11-7, and 1175 lb down at 15-3-0, and 446 lb down at 15-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-12=-120, 13-24=-10 Concentrated Loads (lb) Vert: 19=-1175(F) 18=-1175(F)22=-1175(F) 17=-958(B)16=-958(B) 14=-3906(F=-1175, B=-2731) 25=-2132(F=-1175, B=-958) 26=-958(B) 27=-958(B) 28=-1 175(F) 29=-958(B) 30=-958(B) 31=-1175(F)32=-2132(F=-1175, 13=958) 33=-446(B) m�v nmrganarurraK.rx iutl r.nixats F�Penitimutec�aa nst�sreatvrr�lw�;�lnouuri:a iRarmr�,rx�baaol w•s�mtrm:c�,�pre aiRe;,�iwr�rtlamit;rr,u��,,3rhttent.�.i�et:x�ra:<red,,aenu,,�ii .' pE7sz�rCertleasSMilksa4arpsTWFatiraYu rn,to;s�Ett�gt�SE<a'tpFvwlaxan,�m;rgtm,wLwraiinaatf�c�w�v;.�,nflres�rssfi�azlesrsd�wferntsler�c;u�iwa�reanlf4Nt�G:tru:,8snit.nlne�c.'a"s;7 ;:-Antfion'7 Tom[in'"III PE.. siutdrytisrxmrti titmturtAtteVAexra� seaat}a,s setauajon� ..ae�ernteinducwr Gaia�sr oammrt �rtdeelrou Itryfid f6rns atltnirQ t;GsMewdfe sfdl rn�,0eit:: Y .80083 '� nNTmtws��,uektlartrxie,)t•wKnt7o^d�rRcnzdfea'Mnetfla��w.nGcri,.�Tnt+i�ai�,tus�itGkiirrPwS?<,A,e�)Aeit¢itlNrmitAp�3arelrFldsfi#tRtnya6tiL5niil�fiA10.�1ruiDv�u:Tiw��oa�tr�i!a�K,�:rmsuFnn,�<,russs :. ,...,vd. )tNiyluCatmeatrraenairyt , i,i 11i tr&'I reN4t U,rfid l6tSrpnDerµA3a�tfn49(Ilab�ly Dett�t7 rfTtetsSMiuri�nel.�iaj9rilla7::2N rtrPof6ad,xa,ga rsddatl Nip4T,_ 4ds`3 St Ludo el .. � .. ' -�-- fep"pegh>n�.7016A'IA ntrmssa:-,AnthanyT7m5e.If,.P,F; Reptodoaiuol,3hnducumeot'inauyfnrm ispohiEi(etlxuhaoft6e.urtinenpttlumm�fremt,lAaotUpsses;;Ayshpn}l�tgmScllfp:F.� Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030818 65019 FG3 GABLE 1 2 Job Reference (optional) Al Roof Trusses, FortPierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:36 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-dH4DogsETJ6xmFyo8JBCBrNVGquQOuSUgQkA6lyiOIX 3-1-5 6-0-14 9-0 6 11-11-15 15-0-14 3-1-5 2-11-9 2-11-9 2-11-9 3-0-15 3x8 = 4x8 = 3x10 = Dead Load Der. = 1/4 in 4x4 11 4x10 = 3x6 11 3x10 = 2x4 11 4x6 = 9-0-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.15 9-10 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.41 9-10 >433 360 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.05 7 n/a n/a BCDL 5.0 Code FBC20141TP12007 (Matrix-M) Weight: 178 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 *Except* Wi: 2x6 SP No.2, W3: 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 346310-7-4 (min. 0-1-8) 7 = 2741/Mechanical Max Grav 12 = 3463(LC 1) 7 = 2741(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-2885/0, 1-2=-6341/0, 2-3=-6341/0, 3-4=-10234/0, 4-5=-10234/0 BOTCHORD 12-21 =01468, 11-21 =0/468, 11-22=0/1 1212, 10-22=0/11212, 10-23=0/11212, 9-23=0/11212, 8-9=0/5658, 7-8=0/5658 WEBS 1-11=0/6437, 2-11=-309/0, 3-11=5314/0, 3-10=0/2101, 3-9=-1067/0, 4-9=-286/0, 5-9=0/4992, 5-7=-5987/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xW) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable studs spaced at 2-0-0 oc. 6) Refer to girder(s) for truss to truss connections. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 534 lb down at 1-9-14, 534 lb down at 3-9-14, and 534 lb down at 5-9-14, and 2516 lb down at 7-9-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Studding applied to ply: 1(Front) LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-132(F=-12), 7-12=-10 Concentrated Loads (lb) Vert: 10=-534(B) 21=-534(B) 22=-534(B) 23=-2516(B) ia�;t neneat�,ru.ae atr ioss,^stunitinail;tntsrmo�riii�u+tS^ar(t1t:u�3i riai nos;iuhirsrefcosrntaiitarsu.a�,.nt,�ap m�lnsE±ai�isn�gi'rrxi�rttefrlsi:sienteine�sr o�;esrrr�eralnat�to,¢�: ftitei-,tr+r tRgtFee sh kt.?fNtn tx l4iUNsi(k.€gi..sir p.gewgi peCaYp.?q"redQeletnesglGDrag!nestw .tejkrldfte Sriri ux (vp rtng t.ga?tl fn(Htes geRhir.{hi,nitp�rlcudi f3Dcelg cetK llFl\,N!l,ry ss,saphmi, (iztslm4xls tx4»13r. >Mth6fi Y TTomt)o":ttt, RE;; • rdfseddni slere,,Alfa€ursrt guwpa�RmC.wyd C:alt orwxtdcg�arAeE.�betl igap-yGi 4xa'tlt.i(¢p ra(nl elic ni.pl xiinl l'urppri;ddlait. ,f5;llrcalfe Ei sysixGriim7iig..0o-ng ,xl Wasik:trniiE grht 'rf }(R. j 60083 ... " 3elekiry es�gw esl4etitt5r tdsaetitisttihei^4a(hrgiqusmlgNl, nes Rife R3ksy6cga,SS..t�lr'«is�apilisgl>it} neelSS.I aeide�estiEht gearali+sdn.'t Rlglttuet'N ies msd..ffctislleidhli fSQe[i r:liv tPtsev fe e,rst m9�'arlt4fla to eit .fS1;Sr L.tne Slvd. 4 a3ntiiulgNel igaNsTHs}srlgerbw�3 g!raiigu qit M:.lelrSsl<lSipEztini>wi: FJtdltec, eg RstgaS'q€HSz}nna&yneetda7}epp`. +rryAantitttssaes•Es`e d$ttiC. FO(Y�pierLe FL 53,4,940,, fpriggtP 7016A1_Hchcset-�ngffol emeitl;,Pt iepduina of lti dmmjn ssprgedilaetfiwi�e�dati-Imf _pfa¢lira}�q�-dat6ex�r11ap6c�11;P Job Truss Truss Type my Ply Pac/6511 EL D 65019 FG4 FLOOR 1 1 �Std A0030819 Job Reference (optional) Ai Roof Trusses, Fort tierce, FL 3494ti, designiggaltruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:37 2016 Page 1 ID:W?quLcrlRe?LfzLe98RjH4yHM91-5Ueb?btsEdEnNPX_iOfRk2vetEDu7NXd34TkeByiOIW 2-11-15 5 8 6 ,6-10-2,7-11-14 10-7-1 1! 6-13 18 4-8 22-0-5 25 8-2 2-11-15 2-8-7 1-1-12 1-1-12 2-7-3 3-10-11 3-10-11 3-7-13 3-7-13 Dead Load Defl. =114 in 2x4 11 3x6 = 1.5x4 11 3x4 = 1.5x4 II 3x8 = 3x4 = 4x12 = 4x4 = 1.5x4 11 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x4 = 4x4 = 3x8 MT20HS= 3x8 = 2x4 11 4x4 = 6x6 = 1.5x4 11 4x10 = liEIR5K7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TILL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.26 15-17 >836 480 MT20 2441190 TCDL 20.0 Lumber DOL 1.00 BC 0.94 Vert(TL) 0.49 15-17 >443 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.03 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 124 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 `Except' W5,W8: 2x4 SP No.2, W6: 2x4 SP M 30 W7: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-10-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 19 = 1129/0-5-8 (min. 0-1-8) 11 = -188/Mechanical 13 = 2828/0-5-8 (min. 0-3-5) Max Uplift 11 =-460(LC 3) Max Grav 19 = 1135(LC 3) 11 = 101(LC 4) 13 = 2828(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3315/0, 3-4=-3315/0, 4-5=-3486/0, 5-6=-3486/0, 6-7=-869/0, 7-8=-669/0, 8-9=0/1372 BOT CHORD 18-19=0/1 993, 17-18=0/3315, 16-17=0/3315, 15-16=0/3315, 14-15=0/869, 13-14=-3119/0, 12-13=-3119/0, 11-12=-1372/0 WEBS 2-19=-2162/0, 2-18=0/1512, 3-18=-490/0, 4-15=-155/451, 5-15=-483/0, 6-15=0/2806, 6-14=-1394/0, 8-14=0/4194, 8-13=-2703/0, 8-12=0/2282, 9-12=-818/0, 9-11=0/1472 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plate(s) at joint(s) 19, 1, 7, 10, 11, 2, 18, 3, 4, 17, 15, 5, 6, 14, 13, 12, 8 and 9 checked for a plus or minus 0 degree rotation about its center. 4) Plate(s) at joint(s) 16 checked for a plus or minus 5 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=460. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 469 lb down at 10-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-120, 11-19=-10 Concentrated Loads (lb) Vert: 15=-469(F) 6'zry Pits» nr rlznn`.it:wijhbiiii 3 ito'tuau:'aka.aos7hit si€7icar2ra�t aitlzr�iat.me.:ioap.is; przci:si, ixtea Fen:cn:sc:p epitaE'ai�eumRr+traetq :.tdnrets[ea`i%mrru u-Ez S:�srcadpae CD, is W dlsFueh ptrss ek^;ipesedEp nxlptibars,�di lr is gip!gasnyl Sputtfunk eteAo,?ryJn#�rs�xJnaztj�,uedheier�irtvix!Iegszi�rgatpms%+4tlp brEssgir+rtirsisili,)rnzup(aef8n61 t70alr szrn (hl tka gees paza-:Irc*ap reuses z;hzr _. zdn his nsluisrh! n n es,rs�J+.lb eir� � sea'sbu ii Nerbermlp aes - �i � 1 -i � c Antbtiny�T Tor�ibo I[. P. . r:.!� j 6ep tp, F...,. a: CiieN 4 p -:., f„N'd��'!. f Jr #t�'.cs(� ndfuYrc� hmA7Pir nri{jriM�brrbb(aj.ull:,sd3e tj 4x�Fup�6'up.'zdn{ep��e[s�naika.,,tsiucehaaya.m e;� �80083 ' ..;V. psc srlf r axtu sela{tilkr'1adCppxr.escE; �4rSr�Kr; C�fn!ssdz �,rcamenae�rarpzkuAd tp nMlramrd d>at re�y m 9 H4ha�ttp,rus5fi.u�k is�perM:eerygr trr� bzcpa Eryenr eef nks ruhg yalex x�N d+ueesipeimgrlzgettspsrdxi�E'j:�pe�zs;n'elrtt.,'gleszazst��Z'yzsx:is,R4t �Fe t+xnj. e)pa3rIXimsiiutpErtiiPesdspD eaeD; lwi��.Yed,ec{ttttxiEn8gllsL„ 4QS,1..Sp. tUCj�B,altit�s • � ,- . ' .; ;Ekrrt°P.ierce, F1'349a6 [op�r�4.t,�1D14fyTtseilzetset;�e1�"grri.iamDo)II;R,� R produ�nq.githBdammeoyi�gnp[ s� itpm6:Di(e>lti�Dgeplhexr?n;np�zqussma64m-IlataatTmts(S_-(IlDac�i iea5ol��if� Job truss Truss Type aty Plv Pac/6511 EL D A0030820 65019 FG5 FLOOR 1 �Std Reference Job (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:38 2016 Page 1 ID: W?q u Lcr? Re? LfzLe98Rj H4yH M 91-Zg CzCM uU?wMe?Z6B GjAg GGSwidXiso5n H kD HAdyiOI V 2-3-9 4-3-10 64-15 8-6-10 2-3-9 2-0-1 2-1-5 2-1-11 6x12 = 43x6 II 5x8 =Dead Load Defl. = 1/8 in 1.5x4 II 1.5x4 II Special LOADING(psf) SPACING- 2-0-0 CS'- DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) 0.03 8 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.13 8-9 >762 360 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 95 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x8 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* Wl: 2x6 SP No.2, W5: 2x8 SP No.2 W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 3556/0-7-4 (min. 0-2-2) 6 = 2526/Mechanical Max Grav 10 = 3556(LC 1) 6 = 2526(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -1 0=-1 907/0, 1-2=-4373/0, 2-3=-5070/0, 34=-3414/0, 4-5=-3397/0, 3-8=-347/74, 5-6=-2286/0 BOT CHORD 8-9=0/4373, 8-11=0/5014, 7-11=0/5014 WEBS 1-9=0/4622, 2-9=-1607/0, 2-8=-15/670, 4-7=-387/0, 5-7=0/3777, 3-7=-1813/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"0") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 4-4-6 from the left end to connect truss(es) FG4 (1 ply 2x4 SP) to back face of bottom chord. 9) Use USP JUS44 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 5-7-14 from the left end to 7-7-14 to connect truss(es) FL16 (1 ply 2x4 SP), FL15 (1 ply 2x4 SP) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1556 lb down at 0-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-420, 3-5=-420, 6-10=-10 Concentrated Loads (lb) Vert; 10=-1556(B)8=-91(B)11=-471(B)12=-447(B) ea3sa P4,t,xersx�,.tNK�flc +ir � dins(ss1�&�ds�lK�seronfasshl�xrr�ms:a�a��asarm�o i�ssatltFa�,n�rred,k:urn mt�.y,.� Idct;�+m,r�,ml s>'to�i tnr, :ss ai�u�nr �,'i�r�:rtx �a4,��; .. :.. L-0 peter sraAnthonnhrn pe'u!(si-slrts�"iDlbrl;t^1 Y Job Truss Truss Type Qty Ply Pac/6511 EL D 65019 FG6 FLOOR 1 2 �Std A0030821 Job Reference (optional) M I RUUe 11 U55U5, run -U—, — 0 U. 0, UUblyn�--G I UU55.GJtl1 21 1 3-7-2 , 4-8-14 , 7 4-0 2-5-6 1-1-12 1-1-12 2-7-2 1.5x4 11 1.5x4 11 3x8 = 13x6 — 2 3 4 Run: r.a9U 5 Uct t cu to rnnc t.owu 5 Uct / LU 10 MI t eK maU511e5, inc. wea ID: W?q u Lcr? Re?LfzLe98RjH4yH M91-ZgCzCM u U?wMe?Z6B GjAg 1.5x4 11 3x4 = 3x8 = 5 6 7 31 09:06:38 2016 Page 1 ujdZQssOnHkD HAdyiOIV Dead Load Defl. = 5116 in 3x4 II 4 8 2x4 11 4x4 = 3x4 = 3x8 MT20H5= 3x8 = 1.5x4 11 3x8 =_ 1.5x4 II 22-5-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.32 11-13 >822 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.62 11-13 >426 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.08 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 216 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 'Except' B1:2x4SPM31 WEBS 2x4 SP No.3 `Except' Wl: 2x6 SP No.2, W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or-4-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS. (lb/size) 16 = 1710/0-5-8 (min. 0-1-8) 9 = 1563/Mechanical Max Grav 16 = 1710(LC 1) 9 = 1563(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -1 6=-2086/0, 1-2=-3595/0, 2-3=-3595/0, 3-4=-3595/0,4-5=-6653/0, 5-6=-6653/0, 6-7=-6653/0, 8-9=-297/0 BOT CHORD 14-15=0/3595, 13-14=0/6641, 12-13=0/6641, 11-12=0/6641, 10-11=0/4611, 9-10=0/4611 WEBS 1-15=0/4395, 2-15=-1238/0, 3-14=0/653, 4-14=-3480/0, 4-13=0/808, 4-11=-448/43, 5-11 =-560/0, 7-11 =0/2120, 7-9=-4572/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwse indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Refer to girder(s) for truss to truss connections. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 417 lb down at 7-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-120, 9-16=-10 Concentrated Loads (lb) Vert:13=-417(B) Etiay Wene�tr»,+lrrt?irake 41t�x I[IrSYTfifitrt�,.EFt7M1l.ittl.6 NYDiL'JfSllr q."bi O'IiCIRDp::.''D1461@m.fnr.�tsgErseveDtsaiiedafronlf;t'msf°stp.grf�ti1DP'tdNe lstlettt 6uml6,tf 4ekemSitsitit¢ttese. Cssss s5tttne Ycdn�e R-0,td+ yAi(:swrht6Yn.s£tCssM(t1D[kss litd. Rtr ss ti ,EigaesL.yyrceN}..�ilklt tfAn.lDQttyn[asn¢uj7ivat?att�thl iw(tgsethrntrnt%Alufat,&updrvsiryltlin l7�tdmtlif1Dttl iatsr lfia `telt�nn rhx+iss#tgueltcs�uMrtr z Fitt or yT Tomt o If%P..f;; tan�x��trsrvkrst:s�ti>!ri�ne�ied.Imo.ttV,���rsst�us?eiwur„r..r«ts,7�rttm�it�dsa,�)r�at�ai�b�arKentyrriu'a'ua%!�s(s�?lst�tia,r,t4�tgu�rmng;�r,D�,a�sw�,ass�e�r�!�w�+it 3. aflQay SDgn Wrs xtennnt®der aa(nw�t�[st 3aeo t�4 mwsrrturrmalss tpt,r��/ni Ijn,m+netsnth,"taz,:e:gs,trrnseLtrDSSurge n:s nnizs t .. :' exndusehid§j�cixiaseil,yugvrut�N�3pre,�dta:Ri3naDest�eu]t4slrsttrrngser"n:snnntKierreasrtump.zt:.i�Dsue/is,a:meat:elm�rNr,..�. 4451.5 !uct@ilCyt3i (opyrigal_iv SD1bdlFdolTsessts-Ani§cryl.inmEti111,P.F; Repiadud¢eniThis J066kof,ig qy'l to iic is.0 bd a6ce116q,gt�nengermissteAligd,,A;7toaitmisstsSai6e,�l ioa;6o'III;P ,Fq� AlertE, FL 3�g �i; Job Truss Truss Type Qty Pac/6511 EL D A0030822 65019 FG7 FLOOR 1 �PIY 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946,design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 72015 MiTek Industries, Inc. Wed Aug 31 09:06:39 2016 Page 1 I D: W?quLcf?Re?LfzLe98RjH4yHM91-2smLQiu6mEUVdihNpRivpT?4Z1 yCbTOwWOyri4yi01 U 3-8-0 3-8-0 1.5x4 11 1 3x4 = 2 4 5 1.5x4 II 3-8-0 3 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.04 3-4 >923 480 TCDL 20.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.09 3-4 >462 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a " BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 4 = 479/Mechanical 3 = 427/Mechanical Max Grav 4 = 479(LC 1) 3 = 427(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Refer to girder(s) for truss to truss connections. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 467 lb down at 1-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Standard Uniform Loads (plf) Vert: 1-2=-120, 3-4=-10 Concentrated Loads (lb) Vert: 5=-467(F) PLATES GRIP MT20 244/190 Weight: 19 lb FT = 0% ' %enlSttt}^};.trk�da !*1 11USSBfStIiR�&bt7il?tt4.tWiPi dt5itlit.tl"q!a'Ika9M1 �Eu tli tirvt:.Tn112tcrelr!¢tbttatitttut tact aps [ p�.faglrR; relict ksftnspi ilcmtA;,lf rt rlrt S§ nEdnrcne W.*st e.`�ltist 41~dnRt'LJ,EEN Jnr. LSts[kttt3tsVtmlDDuat.n�.7 iG-i e�pt.rpbs tica.-Rj�xtnpaSe�rttartWrtptlrWisoas}k'vi sipe Re4l,t ltt�eedtp rani±FlfuWHsspt�ktfppkirnteeFutltatnti9Duit attt ltN,ltnaprss sop rzLlr3..:gnn�s!>{FlaktG'tt. ,�jth0(1}':T Tot'3b0 �II1r'P..E„ t�.it�.Iilt TniprrtltrxuUllt".�tt prttiCitE>l63 t�iYfigR-�'_, RjS R'Yf l�itdUiit Gz!Sittit �t(kk[t^+'A=2!`I�'�3t�Ed tl td�tfllx,�rtp ii 4�i%I r3t4ttEf{1z4't6li it tl(tnrSR)t4.it1¢t±Itit IIl�Jif 34��%p.thltpt� 91riDNa�{(0.�iilDii)it llSpPe.6t�i,. �8�Q8�. " ;. rAt li°6tr tlgtL iJirttiii�f ntiti 4nn{ettE1'GSitatYt%utt561pW4$iff ddt rEi�aiiRpiNKSdi't�Tv LAIItj1E.5��ttIWa17 %ntt$tr.A6f ftr!'Pt(tatU re9�y°ARi,� hY,�t=1N5'lSfKp4lifi'SF tttl l%H9 �ht1 SS G2iy+Atli(i4ik46 r4JAW6tRi4 tiAd Q+IN Hrn_t aa51 CJf �;UC e:a1Yl}. ,: <" i' .� rziitgaredmtt'prH3�ttltr,F�i>i4p1+l,D'pt�ls�dptsurn:D!'slgtt;:r. tar�ftks7q peyg��r n7rctEnfu�u?rasl3srtnp`-lutt{in iet msattte.tfltahirb(,". ;Fbif'Pierre F!_.;349��; • "' '' �" Apthes 1 lea4r;ll(;_Pay iCppyng�i�i!i018A-;iFaatltetus;AnIES?�1.ldmbollf,P�Reproduamg'gTa6rsdommedrlbppyjtsdpr4hki(ed,nbpeYlhevtit!enpermittietlftttdtA-lfaoljnttel:... Y., Job Truss Truss Type Oty Ply Std Pac/6511 EL D 65019 FL01 Floor 1 1 A0030823 Job Reference (optional) 0-4-8 H , 1-3-0 i 2-6-0 1.5x4 II 4x6 11 3x3 = 3x4 = 1 2 3 4 MU,,. I —V s wr r cu,o rnnr. r.ovu s ucr i zu-,o nm t eK mousmes, inc. vvea Aug 31 u9:ub:4u 2u1b )-age 1 ID: W?quLcr?Re?Lf7Le98RjH4yHM91-W3Kjd2vlXYcMEsGZN8D8MhXE?RHGKmO312iOFWyiOIT 2-0-0 1-11-8 Dead Load Defl. = 118 in 1.5x4 II 1.5x4 11 3x3 = 3x3 = 3x6 FP-- 3x6 = 1.5x4 If 5 6 7 89 10 11 'A Irp"A I I IN 1 - -- 19 18 1.5x4 II 4x6 = 17 16 15 14 13 3x6 FP= 3x6 = 1.5x4 11 1.5x4 11 3x6 = 0-4-8 0 2�8, 6-10-8 8-0-0 9-0-0 , 10-0-0 174-0 0-2'8' 6-6-0 1-1-0 1-0-0 1-0-0 7-4-0 0-2-0 LOADING (psi) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) *Except* B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1096/Mechanical 1 = 1095/0-4-0 (min.0-1-8) Max Grav 12 = 1096(LC 1) 1 = 1095(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-942/0, 2-3=-939/0, 3-4=-939/0, 4-5=-2869/0, 5-6=-2869/0, 6-7=-2961/0, 7-8=-2573/0, 8-9=-2573/0, 9-10=-2573/0 BOT CHORD 17-18=0/2178,16-17=0/2178, 15-16=0/2961, 14-15=0/2961, 13-14=0/2961, 12-13=0/1583 WEBS 1-18=0/1379, 10-12=-1847/0, 10-1 3=0/1 156, 9-13=-302/0, 7-13=-686/0, 5-16=-301/35, 4-18=-1446/0, 4-16=0/806, 6-16=-524/179 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12 3x4 = 1-0-121 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.57 Vert(LL) -0.1515-16 >999 480 MT20 244/190 BC 0.71 Vert(TL) -0.2715-16 >751 360 WB 0.66 Horz(TL) -0.02 12 n/a n/a _ (Matrix) Weight: 94 lb FT = 0%F, 0%E 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard dirq..Hxsr�niFdtfeasde r1r � itus;;; srua�,ru8ii�a�smolrlasi�i��•xrolr�5n�s+�rrcm,^ia�ircrrrarsr,ir�ierfn�:r:■iiin:r .�."rlfr[;e:3a.et»„ri (ebb�;7lu,mrrsirnisnnrsc t�a`n.ue�eta9e�,�� w,r(:xa,rrµsfsra:;tv»�iretafe xnnfde �r n^,:rgEitnsrrtr spce17�aegA�e{,#nm)�pt�rs� oul!aueatnrxl+nlas:limrnr�ri,iertuuupa�rsnd�i„rrpatwaft35utr�s.,�tfl,tiaige�ux.t�st,z�r�ryuai� t .: 7�iu�tLsr Farm, rz�aa7u�i�nt�.tte e+t ele wsrmxuttgelir�tk,s �: r»c�m�r�u�F� r„aw-.. �;�t samf r� <�vwr.awrs s�t� mseri,a �, s� m„ �7�r.�rrcar ,Mkheny:T Tomboiir,:P.E�: �: _ t � � 1 'H `roi qr t C. �!r 6 3M • u pi4,e4N, s(�an3 �i!: $0083; _... ,', a�i�an,.�o((xm�rr:�:5n�s,,a�rs�rmra�x�r(�;�ars�aaiy",tt-��esa�m.zzurrli�aak�atsi•,�rs„��as�r��g;a�iraas�Hss�nya�vs„atas�rur�sr.,,r�,u,;orst�a?QeR'su�aanr,�,r�:s 4a51sc�t.ucjeatv_d �Petsjili�,nvetSiiGs5ias�rsdgrgb gSnrlrer�r53nt! eL-`!i t rss0rs�pu �,h�f �sJu�Fur estg est r;5tftenk%n udxrsl ! q, lw ujifao�irc ertEs (�`rcd$ iti L, • ,� _ ;Foi�P.ier�eF,L �.49G& Cnp`gtig§I�"1D)E,IylpdidltestFi,Aig6'q�1,7anDeilf,P,E; Qeprodu�i?4ct)6isbnmmtaf igang(,mz,tprR6:Aired'vm69�1lfiewvjlttsp2tgdsfietitcmA�tcoilrafs7S�<11mT� �J ie>r5o'lll;��; - Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030824 65019 FL02 Floor g 1 Job Reference (optional) AT KOOT i russes, ron rierce, rL i4u40, oesign(da-i Truss.COm 0-4-8 11��1 1 2-6-0 1 1.5x4 II 4x6 11 3x3 = 3x4 = 1 2 3 4 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:40 2016 Page 1 I D: W?q uLcrd Re? LfzLe98RjH4yH M91-W 3Kjd2vIXYcM EsGZN8 D8 MhXB? RFIKmP312iOF W yi OIT 1-7-0 2-0-0 00 10�-3-0 I� �I Dead Load Defl. = 1/8 in 1.5x4 II 1.5x4 11 3x3 = 1.5x4 11 3x6 FP= 3x4 = 3x3 = 4x6 11 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 1.5x4 11 4x6 = 3x6 FP= 3x6 = 1.5x4 11 3x4 = 4x6 = 1.5x4 11 Q�-$ 8-8-8 9-8-8 10-8 8 17-4-0 17-7,-0 n_ a-A-n �_n_n �_n n a_zs[ n_s_n Plate Offsets (X Y)— [1:0-3-0,Edge], [12:0-3-0,Edge], [13:Edge,0-0-12], [15:0-1-8,Edge], [20:Edge,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.22 16-17 >922 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.37 16-17 >548 360 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) -0.06 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 96 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) `Except' B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 1094/0-4-0 (min. 0-1-8) 12 = 1094/0-2-12 (min.0-1-8) Max Grav 1 = 1094(LC 1) 12 = 1094(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-940/0, 2-3=-937/0, 34=-937/0, 4-5=-2878/0, 5-6=-2878/0,6-7=-2926/0, 7-8=-2926/0, 8-9=-2926/0, 9-10=-935/0, 10-11=-935/0, 11-12=-937/0 BOT CHORD 18-19=0/2175,17-18=0/2175, 16-17=0/2926, 15-16=0/2926, 14-15=0/2172 WEBS 1-19=0/1377, 12-14=0/1374, 7-15=-355/0, 4-19=-1444/0, 4-17=0/821, 5-17=343/0, 6-17=-426/220, 9-14=-1443/0, 9-15=0/977 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 12. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard 47niy Flnstlsne[FJ[reiw. Yu. 1110-�TILSid('X s[),5R3At'iN},Sfi,C401Wp5(9iiCtl('Wt3"i3IX8'81([5YEXTZIan �["iryksi}¢}a �Enufinla4su2is [�s 11psDre wy�(r��tii�e 1¢InsplL kltyp d:aweSkslWue Crh a" Ise s�IwtEt}&6 sEli ud¢kpknsxtkktltoCOUYcktl7nssOKriFi(,fStrotliflsnjdznary'[Ui4s¢wnwacpuse�Axryi;ulyo5njnsgswS$Li2rgaAdwlkT ierJieHlOCnli+iiuPekgaas�pua}nMesaS.rt AOtfIC Y tTombtiTtTP.E: its dhs iskx rteiHrs sdnrnp nieiattx Cirtr t�G_an seAlamsiegsti p1�srwtlo4�nd„t!e sfe ta46a114daxaefYs<I��i?,s6rynhMipit terpi(alsftae tg6 teyfi±tia5a aide inn ,cdstr }1tnTsg sl [ Rshfsaaanti ;Ksfd.11 rrp NA/d: i80083 ¢ tLLjr?♦npC srpertlatiiAstlrr DirMe ss tena{fi IMappcpe¢s fpr Gma(a¢Eiiu�e}traps¢m st<�S sa�'rodlsg[iG Cs`iirT*ua�k,°.s, ®p,�ln tiwc}xi a}¢il�.r lfF�a�rmd n:}nsd�t5�sr tAeeseltt0!i4-a+nx r»W..s;L gei!)msuu+h�i<r;nkss 4431.5E Luci `61 rd,. adir+,sstafi Li,�aagisy[ed lxW�+RaCI}e[pudasd slisl;tlelns:Crsrta[agnkAAa Afi(fuiD,tpae nlsrn�negGlce'9*+ftiar itlivrtlaiksd,Me; sre [sdahnamT[FS.Vrofl:Pi2rt2; FL,34446 .-.(ap�lsght@49f6A.LRotTmuzs-,AmhnnyTTamSgdlxP,f„Rersasuama.gfs)ttsdacgmenl;,7rtnafhspss,Piphingedwithautffidsr`si>lgppnmissiaahatn4dAaafTrsfiss>a.,AochoayTl?nhpIfP,E> 1 Job Truss Truss Type OtY Ply Std Pac/6511 EL D A0030825 65019 FL03 Floor 2 1 Job Reference (optional) Al Moot I NSses, tort merCe, r-L S4u4t), oes{gn(dal iruss.com 0-4-8 1-3-0 ,,, 1 2-6-0 1.5x4 II 4x6 II 3x3.= 3x4 = 1 2 3 4 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:41 2016 Page 1 ID: W?quLcr?Re?LfzLe98RiH4yHM91-_Ft6rOwN IrkDsOnnxskNuu4NErds3D7DziRxnyyiOIS 1-1-12 „ 2-0-0 , Dead Load Defl. = 118 in 1.5x4 11 3x3 = 3x3 = 3x6 FP=1.5x4 11 3x6 = 1.5x4 II 5 6 7 8 9 10 11 1.5x4 11 4x6 = 3x6 FP= 1.5x4 11 1.5x4 11 3x6 = 3x4 = 3x6 = 4- 8-34 9-3 4 10-3-4 18-1-12 4- 7-10-12 1-0-0 1-0-0 7-10-8 Plate Offsets (X,Y)— [1:0-3-0,Edge], 113:0-1-12,Edge], [18:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.19 13-14 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.33 13-14 >643 360 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.02 12 n/a n/a ' BCDL 5.0 Code FBC20141TP12007 (Matrix) Weight: 97 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) `Except` 5) Gap between inside of top chord bearing and first BOT CHORD 2x4 SP No.2(flat) diagonal or vertical web shall not exceed 0.500in. B2: 2x4 SP M 30(flat) 6) CAUTION, Do not erect truss backwards. WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied or 6-0-0 oc Standard purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1147/0-5-8 (min.0-1-8) 1 = 1147/04-0 (min.0-1-8) Max Grav 12 = 1147(LC 1) 1 = 1147(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-988/0, 2-3=-986/0, 34=-986/0, 4-5=-3085/0, 5-6=-3085/0, 6-7=-3257/0, ' 7-8=-2756/0, 8-9=-2756/0, 9-10=-2756/0 BOTCHORD 17-18=0/2310, 16-17=0/231 0, 15-16=0/3257, 14-15=0/3257, 13-14=0/3257, 12-13=0/1666 WEBS 1-18=0/1448, 4-18=-1546/0, 4-16=0/904, 5-16=-298/24, 6-16=-601/105, 10-12=-1944/0,10-13=0/1273, 9-13=-343/0, 7-13=-785/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. x :17c�pj Flmx!6sntrArrercerrx lllOy-,71CScj�Ls F�'Srk3iI77NSe(�?�0'Ik�f(�57GN{'DR:i';INFO:�r(�eY{ppm„�Inif(FuSgyausu�snsedieslw45usMrlr�Stiesf aDrt u3�C'Is�11e Fi6arl Tsaka lUA t,k!susYfeetEe(Hens,.6rAstst:`r�isesxieig7LeTF6�rcJj OsR{re,4r ehsulltzbtlk�?xTL9stkrs,Adairp.[irecaRe-srlycry'ID:tgnunm�ce?rn�ntrrshs�nittEyynn,p4r.�spssak.F+3W14eft5twlS,+r ier^2lw,MelUPsir-a{srifn,T W3auurs{4ai,,i:te}.eslna�,xm?siiq{ AntliOn"T:Tombii`ttf it.'Ei u?µ dtaKT r:is�rrti tn�uf �tr:i�rmrc "rx tinrn s,irotn,,�aa..,nnr¢ prrxvri�rvrxrpml3orlril tte rrmo?seroar;asr6 uardr�t,ts�€rgno:9t;tmrm■w.s3d k¢rn.Fsn,sr,ryd Y 8i3ii83. . iltltT�ayihs�gx` GaliMrc A0.Messe !Iun:tnC efra�meres dpa�wesNf#k,�7isjbquun3a5 7 isCarPdRtS tli EsnrT4'M ei efa ot�sai'nda�:ir� Tnlr xsfi„nhns F'usr�lAiiFsd�4*i Tss ,�i,;asoL,piq�xere tim:xae nlrte, Weis 44555t Ld[f 61Vd,. silavts3&imSlr,Ftanaige�gMsdraljil psmes`SnslerytlNira's0err�GloestnS)rflsRgsiVeS�xs xJ,ru'Ane4titnsetanr9a �r,q.,,dunim(inimai+sntstla9sHmRFr�Forf`;PrErl'e, '49Q6 �(e,6>,�1,2Q16AIAniTmisas,ArJhpnriamSerllP;F,Remdoni�acf�hudntumentineu(6rm3`(,phiEtteA,ithoutihe�srtitnnmiskiaafroio:Al&othatiiY:uthon,f%m!e11f„P,F.' Job Truss Truss Type Oty Pec/6511 EL D A0030826 65019 FL04 Floor 1 FY 1 �Std Job Reference (optional) H7 ttoui I russes, rurt rieloe, rL -U, III Ubb.-I 0-4-8 1 1-3-0 rri 2-6-0 r—�'�1 1.5x4 II 4x6 11 3x3 = 3x6 = t I A 1.5x4 II 5x6 = 1.5x4 II S Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:41 2016 Page 1 I D: W?quLcr?Re?Lf7Le98RjH4yHM91-_Ft6rOwNlrkDsOrmxskNuu4MZrbl3BTDziRxnyyiOIS 2-0-0 1-2-14 1 Dead Load Dell. = 1/4 in 1.5x4 II 3x3 = 3x6 FP=3x3 = 1.5x4 11 4x6 = 1.5x4 11 6 7 8 9 10 11 12 3x6 = 3x8 MT20HS FP-- 3x3 = 4x6 = 3x6 = 1.5x4 II Plate Offsets (X Y)— [1:0-3-0 Edge] [14:0-1-8 Edge] [18:0-2-12 Edge] [19:0-2-8 Edge] [20:Edge 0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.27 14-15 >898 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.49 16-18 >500 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 109 lb FT = 0%F, 0 %E LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* 5) Recommend 2x6 strongbacks, on edge, spaced at T2: 2x4 SP M 30(flat) 10-0-0 oc and fastened to each truss with 3-10d BOT CHORD 2x4 SP M 30(flat) (0.131" X 3") nails. Strongbacks to be attached to WEBS 2x4 SP No.3(flat) walls at their outer ends or restrained by other means. BRACING- 6) Gap between inside of top chord bearing and first TOP CHORD diagonal or vertical web shall not exceed 0.500in. Structural wood sheathing directly applied or 5-0-13 oc 7) CAUTION, Do not erect truss backwards. purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(S) REACTIONS. (lb/size) Standard 13 = 1316/0-6-0 (min.0-1-8) 1 = 1316/0-4-0 (min. 0-1-8) Max Grav 13 = 1316(LC 1) 1 = 1316(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1140/0, 2-3=-1138/0, 3-4=-1138/0, 4-5=-3815/0, 5-6=-3815/0, 6-7=-4290/0, 7-8=-4290/0, 8-9=-4290/0, 9-10=-3314/0, 10-11=-3314/0 BOT CHORD 18-19=0/2735, 17-18=0/4290, 16-17=0/4290, 15-16=0/4290, 14-15=0/4091,13-14=0/1945 WEBS 1-19=011671, 7-15=-361/0, 4-19=1865/0, 4-18=0/1260, 5-18=-375/0, 6-18=858/0, 11 -1 3=-226910, 11-14=0/1598, 10-14=-307/0, 9-14=-906/0, 9-15=-71/641 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. r nmiy Flmvfiemtdlrrena.laz AlIGy D4i7r91i �Eff3k['ih)158[]k0 ik`ASfOS7GMy"[Gr'3'j.[kfu^i"E[on£il•tan-lciitrhl�g��ercWimies ce Sas ltis+Ce l�D ur�Qr°�cd8[GPue41T kili;Fx GrxwaYkefkfne i@l s�lse tJlla,Ge Rtl.ecfi neifkcrsaece slue dtktset,G 'Ee'r-0y{ai >f�Ataineso RsGFa m{Y 3F elg:hp „n salnury' t4r ltmsaresppsceaneta+-rnne'utm�S.lym,+ma,E0:1, to Gslivdee suyk r; l6o dr nnu seen ,s. ,tGe, LaGrysulea rattb.Ar Anthcn}'T, Tomho'III,,P E:. `oi'fi Iona tsTxmplul&xs Ils(� ,::irtrsrmcamYs.nanel ,ats<uarcirattp aauarc`,,f.�,,au� anttrNn:,dlixlsrloa[rltlepirrs�artctit�gMim�fieroo a ffi,na -[n i ii d:� rtaa�,tl F F�muw;a®tluass4d s army z'arjd � 80G83`....:.: • llest9ttp•s�stlseGakmlr slfrxfm5s' fliriaito ri F!iaur tr e3msseirat••wl�era.Per [Sn'elrldivaes �1(SII(�1i•1drhP a5xliPiiiers•seswas ;p a tHlG�iusnlnttns3sisvtp!$rt¢stdR tusU an.,.:;Oa,en7s mi ress6' !hdnmi<k5t 4451Sth Lucte:13W, InensslGfadklraeglsgieSycc�vni4�lTbl j7�niKl ihsa>lhrrmUertl¢ragceHixb]ttl ptl4aGl[}na Ir7 n shlle!sGihx(a[n k10sl;; 3NatnoO.elnla; m f=Ldlesd minl:, t"Or� ei¢r e, FL,,3494ii '�� � p Ihi �i ltll¢A: 71 ofLasses"-- shun Jism6c.i(,;Q�E; Ra sodvtlias!�1}hn donlmenLigonq him is p]9bihfitdvltlhautihe"xim(A ptimitshofcaw',fi lAtlaPlrgSszSu:Atihontf7 mhga(;;P;F' IF Job Truss Truss Type Qty Ply Std Pac/6511 EL D 65019 FL05 Floor 4 1 A0030827 Job Reference (optional) t%1 mool i russes, ran rlerce, rL .swago, ueslgnLa nruss.com 0-4-8 1-3-0 ... , 2-6-0 3x3 = 5x6 11 1.5x4 11 3x6 = 1.5x4 11 1 T 2 3 4 T2 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:42 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-SRRU2kx?39s4UAQyVZFcR6daQFwaoeHMCMBVJOyiOIR 2-0-0 „ 1-10-12 Dead Load Defi. = 1/4 in 3x3 = 3x3 = 1.5x4 11 3x6 FP= 1.5x4 11 4x6 = 1.5x4 11 6 7 8 9 10 11 12 1�_ 20 19 1.5x4 11 5x6 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T2: 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13 = 1358/0-5-8 (min. 0-1-8) 1 = 1358/0-4-0 (min. 0-1-8) Max Grav 13 = 1358(LC 1) 1 = 1358(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1179/0, 2-3=-1176/0, 3-4=-1176/0, 4-5=-3986/0, 5-6=-3986/0, 6-7=-4575/0, 7-8=-4575/0, 8-9=-3457/0, 9-10=-3457/0, 10-11=-3457/0 BOT CHORD 18-19=0/2844, 17-18=0/4575, 16-17=0/4575, 15-16=0/4575, 14-15=0/4303, 13-14=0/2018 WEBS 1-19=0/1728, 7-15=-304/0, 4-19=-1946/0, 4-18=0/1333, 5-18=-368/0, 6-18=-981/0, 11 -1 3=-2355/0, 11-14=0/1679, 10-14=-298/0, 8-14=-988/0, 8-15=-47/683 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plate(s) atjoint(s) 20, 13, 12, 1, 9, 2, 3, 19, 16, 6, 15, 7, 4, 18, 5, 11, 14, 10 and 8 checked for a plus or minus 0 degree rotation about its center. 4) Plate(s) at joint(s) 17 checked for a plus or minus 5 degree rotation about its center. 18 17 16 15 3x12 MT20HS FP-- 1.5x4 11 3x3 = 3x6 = 14 46 = CSI. DEFL. in (loc) I/deft Ud TC 0.57 Vert(LL) -0.3414-15 >738 480 BC 0.91 Vert(TL) -0.6114-15 >412 360 WB 0.82 Horz(TL) 0.03 13 n/a n/a (Matrix) 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 112 Ib FT = 0%F, 0%E Nmiy FlmsrRuu¢ilrreiaulx AII0511LKi3{3'I3�.Ek3ll lRDSG(14G7Wh5(GfIGUy"Nr3"'i4,k5iEU'Gtl{r�jan:�m,f�tespp�.autee/ieatxfsa6rs txls$etya➢mtgrtG°�ctHe rude{]ir�vli;r Ieri o�3lulEernerss, pless&.a`r+lns�idlatterGtl,ekfj uqk rx�mr iutete� Gonkytu�JmoK FysaxC�srWrn&t"tneraq�yio- uftArAmro-olff��uyre9,vsas�raaryiaes�iarn�tlacne'Joa itruann:isparua,��d�afutnvsas,ry anttio"n"'T.To stxsrf�r rs:z�� �6y,:�,u udi rtxre er�c�rro-aso-mn rusetattc a:��dafanw ra rc.urfxwrr.ro�a�rt rtl�utlFit �re{�,�dnrma t�Jfrsseo-anrt n,Ene;d �i s,ar :nsxi ,��, s� 1 ae snfn'd Y ,, rnb, so-s4jivru so-xa,orraatGeo-sp�trdriantfaeao-(ar�r:Etparjtrrsty:aatgspr,sGanrir tsx�®� ttdraaasr7P 2uiltri.jreanis,td4iitiseldunoyi:G��JaaK,tis:sn,r,,ss rRen)stidutYrr di epu/tx lar 1t10 rynte u{fcN 71?tra sgxi�prapmeNnk7lnrFfitlaaGe: Jae gpu'IRn ftiroxrdul7lffaj !A,iggslUd;era mri(r4+u riM1J.' 44515t LuCf6,64 4 fbrk;Pierce, FL `34940 • ...:. {ypjgigdlt9.7Q1¢A'I.N:aiLnsstr ��1hPGpJf mbfil(,"P,F; taptoduilioeEliECs;lommeGr;irtan�Mrm ssp1o6i6itedvinho,rtlkearitiFnpelmis`sicniresa'AI R nfUgsz¢i�Apihonpi.iomlio;l(':P;E' f Job Truss Truss Type QtY PIY Std Pac/6511 EL D A0030828 65019 FL06 Floor 1 1 Job Reference (optional) Al Koor ! russes, ron merce, rc wa4o, aestgnr)anruss.com " 2-6-0 r� 3x6 = 1.5x4 11 3x3 = 2 3 4 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:42 2016 Page 1 I D:W?quLcr?Re?Lf7Le98RiH4yHM91-SRRU2kx?39s4UAQyVZFcR6dZiFyEoiGMCMBVJOyiOIR 0-4-8 2 0-0 11 1 2i� H �-3-0� Dead Load Defl. = 1/4 in 46 = 1.5x4 11 3x6 11 1.5x4 11 1.5x4 11 3x6 FP= 1.5x4 11 3x3 = 3x3 = 5 6 7 8 9 j0 11 12 13 OR llsp-'� Nor imil 1, 5;.P:p . A, - �IEM N 1 4x6 11 5x6 = 3x6 FP= 3x6 11 4x6 11 5x6 = 3x6 FP= LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) "Except' T1: 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) *Except* B4,B3: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22 = 1016/0-7-4 (min. 0-1-8) 13 = 346/0-4-0 (min.0-1-8) 16 = 1537/0-8-0 (min. 0-1-8) Max Grav 22 = 1021(LC 3) 13 = 386(LC 7) 16 = 1537(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2467/0, 3-4=-2467/0, 4-5=-2181/0, 5-6=-2181/0, 6-7=-2181/0, 7-8=0/337, 8-9=0/337, 9-10=0/324, 10-11=-314/0, 11-12=-314/0, 12-13=-316/0 BOT CHORD 21-22=011541, 20-21=0/2667, 19-20=0/2667, 18-19=0/2667, 17-18=0/2181, 16-17=0/1482, 15-16=0/366 WEBS 11-15=-262/0, 13-15=0/461, 6-17=-462/0, 9-16=-320/0, 2-22=-1780/0, 2-21=0/1068, 3-21=-270/0, 4-18=-616/0, 7-16=-1939/0, 7-17=0/1193, 10-16=-607/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. USINK, CSI. DEFL. in (loc) I/deft L/d TC 0.62 Vert(LL) -0.2418-21 >817 480 BC 0.80 Vert(TL) -0.4618-21 >414 360 WB 0.57 Horz(TL) 0.03 16 n/a n/a (Matrix) 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 3x6 = 1.5x4 11 0 PLATES GRIP MT20 244/190 Weight: 141 lb FT = 0%F, 0%E w.rtmunus<currr rxrtlg :iCis3�l a"[i3it'iau5atawmnasfOimY'DP+iYj3G690t(15ui4rhra�a0pk tplx 4rv«finl srmsrrEsstilm""gpr�j; au linNrt Tl icil flekr otSfee�lelne s�rrJ cs w:iirra l",narro,,rEii ildeimmCsi{nhs ckllkatatuelg0ul;did assiru �n�eti{sr.;xf�t7trntig&gaf.n�v�rsmtl["Rptsurs®Inphaaene{rchmn�limwirirnpsvGuii�721etl�sei'spsyyires ity^havtHIDPnIa nFmiFn3T#k yrapae,�csttedttes<c, sflt�ir'sr- F P.nthOtt�;T Tornt)0'IIt �:P:E. pis«tn�Irisin,�pirtatisn�u,{xt�rrtr�rmee rerf�cne remsnirzsei{iia:t"i�3g�s�r aerrera�rr�n rRl2cwixm�x,uey�.drori h RM�tdr;brodnier,fi:uvrlrRer,nrmfapsua t,� a,iesma��t• �ys3ent'cem�n:aoefd Y.k 80G83 • H"esal%gtNsr�ras0u41an 1lCnfnf tnan�tn dyarx�re: uFze"rt�tnelili xrDr�x t5£e��cm��tsnrll f:`rI{S"ns96.i e�nle :aWciazilg�<tf4t z�nsrtieijn�n�opaani`s�msrsso s,�,teisaa aty:.. erei[lnsswa<, runs � 4451:St Lucte:8lvd,. �' rnenz�toank.ronPrl �f�iteipn�riphtrlit{rsuperpGge`tirn4�tnr6tupoeirlrlryl r 4tl¢z�liulafr9:Jdetnnrtlmar(a,nasEtfitiwjtl4. otEVierc2,fL;34448 Cepynghf,97Qt¢f�I R�ciTm}sFs Aplknnyi T.mS.7(,'p.is. Ri iRuftioaaflEis document, to nn�;lor�s`pipdipiiid fit Al Raefirpss?C,;Acthonyf7:�3aflfp:E Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030a29 65019 FL07 Floor 2 1 Job Reference (optional) Al rmor i russes, ron merce, 1-L J4u4b, oeslgnLanruss.com , 2-6-0 1.5x4 11 4x8 = 1.5x4 11 3x4 = 1 2 3 r 4 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:43 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-we?sG3xdpT x5K?82HmrzJ9h2eGAX4aWR0w2sryiOIQ 0-4-8 2-0-0 PL-11 1-3-0 Dead Load Defl. = 3/8 in 3x3 11 1.5x4 11 5x6 11 1.5x4 11 1.5z4 11 3x6 FP-- 1.5x4 11 4x6 = 3x3 = 5 6 7 8 9 10 1112 13 21 20 19 18 17 16 3x6 = 4x8 = 3x12 MT20HS FP-- 3x4 = 3x3 11 4x6 = 15 14 5x8 = 1.5x4 11 10-4-8 ,11-4-8,12-4-8, 22-5-2 22r9�10 10-4-8 1-0-0 1-0-0 10-0-10 -4- Plate Offsets (X,Y)- fl:Edge,0-0-121, [13:0-3-0,Edge], [16:0-1-12,Edge], [18:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.38 18-20 >702 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.73 18-20 >365 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.03 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 119 Ib FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except` 4) Plate(s) atjoint(s) 1, 14, 8, 12, 13, 11, 15, 18, 5, 17, T1: 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) 6, 21, 2, 20, 3, 4, 10, 16, 9 and 7 checked for a plus or WEBS 2x4 SP No.3(flat) minus 0 degree rotation about its center. "Semi BRACING- 5) -rigid pitchbreaks with fixed heels" Member TOP CHORD end fixity model was used in the analysis and design Structural wood sheathing directly applied or 4-5-2 oc of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at pudins, except end verticals. 10-0-0 oc and fastened to each truss with 3-10d BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. REACTIONS. (lb/size) 7) Gap between inside of top chord bearing and first 13 = 1450/04-0 (min. 0-1-8) diagonal or vertical web shall not exceed 0.500in. 21 = 1450/0-74 (min. 0-1-8) 8) CAUTION, Do not erect truss backwards. Max Grav 13 = 1450(LC 1) LOAD CASE(S) 21 = 1450(LC 1) Standard FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3761/0, 34=-3761/0, 4-5=-5218/0, 5-6=-5218/0, 6-7=-5218/0, 7-8=4373/0, 8-9=-4373/0, 9-10=4373/0, 10-1 1=-1258/0,11-12=-1258/0, 12-13=-1261 /0 BOT CHORD 20-21=0/2171, 19-20=0/4763, 18-19=0/4763, 17-18=0/5218, 16-17=0/5083, 15-16=0/3077 WEBS 13-15=0/1848, 5-18=-338/0, 6-17=-510/117, 2-21=-2533/0, 2-20=0/1855, 3-20=-290/0, 4-20=1170/0, 4-18=0/862,10-15=-2123/0,10-16=0/1512, 9-16=-315/0, 7-16=-876/0, 7-17=-203/728 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plate(s) at joint(s) 19 checked for a plus or minus 5 degree rotation about its center. i+:Ryem,renxutrenerrzc'arw�riis"s3fs. r�.ic#zt`rund5sun�istaSrew^utter'tarsic[ewtcr�rsf�rlrytxip�aEn�ei�dea+,uai,ri�sseu��m�x�pr^aaifee,ramrrtefie�lu�t u�,.ie�itnge _rra�,�ae.iKra�msenu.eEij �7d¢goer¢prrfeb+otlrizseeHatEe'WpYcrM uaJnsso�[Gl�fr sfb�lryb)ieespCes�nwp.N"ryrexers®,rope; ah�rdmh�gn5m�a�rgres�vt�.6 Selesr�l3.tsoji6rres, iep�wv�n�N4edjsfrti�t f�tts�ssm�rS lrcCgredn �Ciahsrry .�nthon"rx TorrlGU'III P.E atrs[d z r *x�P(t�9 rfi res/ rCNideue ra4c.ne swam +ssrdaeurrwpn` �.a a+ui tin »a uwmr i��rnhosrnt Il r/; iv 6 mnzr�r um�n�tms ua inra�n R; i7 rw�o{kw 3mrean rrtLre. Y + 90083 . lr'tey�irr�o-s�meti��mr rK�a,emlo�d���+susr 1padnerdtsaw�i�r[�craem52eYi�uae�;run/?��ei3rt�ursr�eu�eu el�sm,�pd,".�i0tienusn�,e_yn*�i�e:¢���.�rcsae r�imss;j+s�.g,,b,��utinssure+rrlu<r, �.im 44 �1 01u�i`�.�vd. �� r8ri�saGfivaHri��ilryuggn�erFegrypt Pmerp,(hNlkdn�sOls�Eyki['zGgtrtiR�Il�Beiiy�rxJrs �nenGrmetafn,��rV�ry .litier�ued�aa dupednel ro)ttl. ,. ?.S eel(.• -{opyyright�'191¢A�1./aallmtsei;AyihpnpTTamSc'i3[`P,F; Rtpmdutimc.�olhudurufiem,irtonytorrf�tp)o63gedwnhoatthe"wriiienpermrscmnfrem4l&aaiTreisxt;Aethoo},CT:�hal!(,1p.F Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030830 65019 FL08 Floor 4 1 Job Reference (optional) Al KooT i russes, t-on rterce, rL 34b46, aeslgnr)ariruss.com , 2-6-0 , 1.5x4 11 4x8 = 1.5x4 11 3x4 = 1 2 3 Tj Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:43 2016 Page 1 ID: W?quLcORe?LfzLe98RJH4yHM91-we?sG3xdpT_x5K?82HmrzJ9i3eGxX30WROw2sryiOIQ Or3rA 2-0-0 „ 2-4-10 Dead Load Defl. = 5/16 in 1.5x4 II 1.5x4 II 3x6 11 3x6 FP= 3x4 = 1.5x4 11 4x8 = 1.5x4 11 5 6 7 8 9 10 11 12 e� e � t0 19 18 1716 15 14 1F 3x6 = 4x8 = 302 MT20HS FP-- 3x4 = 1.5x4 II 5x6 11 48 = 3x6 = 12-10-12 10-9-4 11-9-4, 12-9-4 , 23-0-6 _ 10-9-4 1-0-0 1 1-0-0 10-1-10 ' n�a Plate Offsets (X Y)- [1:Edge 0-0-12] [14:0-3-0 Edge] [15:0-1-8,Edge], [19:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.36 16 >756 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.70 15-16 >392 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.13 13 n/a n/a BCDL 5.0 Code FBC2014/rP12007 (Matrix) Weight: 119 lb FT = O%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) *Except* B2: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13 = 1489/0-5-8 (min. 0-1-8) 20 = 1489/0-7-4 (min. 0-1-8) Max Grav 13 = 1489(LC 1) 20 = 1489(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3889/0, 3-4=-3889/0, 4-5=-5500/0, • 5-6=-5500/0, 6-7=-5497/0, 7-8=-5497/0, 8-9=-5497/0, 9-10=-3889/0, 10-11=-3889/0 BOTCHORD 19-20=0/2234, 18-19=0/4961, 17-18=0/4961,16-17=0/5497, 15-16=0/5497, 14-15=0/4958, 13-14=0/2234 WEBS 6-16=-488/340, 7-15=-339/0, 2-20=-2608/0, 2-19=0/1931, 3-19=-293/0, 4-19=-1251/0, 4-17=01761, 5-17=544/302, 6-17=-949/846, 11-13=-2607/0, 11-14=0/1931, 10-14=-296/0, 9-14=-1248/0, 9-15=0/926 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plate(s) atjoint(s) 18 checked for a plus or minus 5 degree rotation about its center. 4) Plate(s) atjoint(s) 1, 13, 12, 8, 16, 6, 15, 7, 20, 2, 19, 3, 4, 17, 5, 11, 14, 10 and 9 checked for a plus or minus 0 degree rotation about its center. 5) "Semi -rigid pitchbreaks with fixed heels" Member and fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strangbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard n�nrasiieiRiyurie��ruann�lesi3�ls�;;{T�tiuusvamnnsiaSiausron�€bp9�,u5utart�R=idttrnTrpRdirsR�iRa,+iiairnsia�nnm,���jn;amiam�rrTfie�tC;iili!�,s�wSRa.Ki.ciii:rr/,{s<srair nareut u,Cz<,naa letSid tliieEk�e G9utci 1 asarnsio yR.I1)gR{a siwh7ttli Ane ximtT6 r e• n tRpraidnir� ,m{eigmincrry iagr=s ae T:faesR�TRsar � isr roped/ vnmi Ts eng uu s_�ry vrt wrt'm' Mthoriff Tombo'114P.E:: .:fnpdn T iilata�fl�ldy s�kR r airtil>oEe, we:anieai mdi�u! dgr.t�,rfi�s�e,� �rRmnAis q !t � nxio4rtr�ias;iertrn ne IyiivlaAiN6 teyfitir eae to dnal•a ysR� I m%i a��s uy5kt s �i Y.a'�"/d' , .80083 .,... +ss:s:tR'aiga�uaaia aairie imTo axrCHir sN�iiae Hateltlau�usur,ritirtriissra.yiib.<r�fv.ah�ilnrzitine,,iin7nnautissantuoIq:o�y.¢rwec%ivana�„Rii 44S:St.luct.8lvd. :f inef,rySi Grmcl{ i �!.Mfrr�d iitk IEI1S!rk'IrnIESI II`r;Tii IfiiSgESrr GrariThelr1lt181ir Otiir!{f NTI Si Sltlfc Gi�'�ay4fllly; 4N Rjlld lrnrt tl iStln5nlxrrN. ,� �tjr�;NierLe, FL ;34a4`fi ?pydgfii,(a7gt4A;IN atT{assns,Acthnnyf TnmSn.it,.P.F Rtpiodutfinn cl,}its doromenl; inony torin sp]ghil!tt0_dwnhuottdni{line,9pNmass�antramA'�I&�othpsszs;;AgtfionrC�TomlialPp�T> IF Job Truss Truss Type aty Ply Std Pac/6511 EL D A0030831 65019 FL09 Floor 8 1 Job Reference (optional) Al MOOT ! russes, rOn merce, VL 34`J4o, aestgn((ala i truss.com 0-3-0 H ' 2-6-0 1.5x4 II 3x6 = 3x6 = 0 1 2 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:44 2016 Page 1 ID:W?quLcftRe?LfzLe98RjH4yHM91-OgZETPyFam6ojUaKc_H4WXigU2bYGbffgggcOHyi01 P Q-5-12 2�0 3x4 II 1.5x4 11 1.5x4 11 3x3 = 3x6 FP= 1.5x4 11 3 4 5 6 7 8 Dead Load Defl. = 3/16 in 3x6 = 1.5x4 11 9 10 3x8 = 3x8 MT20HS FP-- 3x4 11 1.5x4 11 3x6 = 3x4 3x6 = 1.5x4 SP-- LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) *Except` 132: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-4-12 oc bracing: 14-16. REACTIONS. (lb/size) 11 = 1185/Mechanical 17 = 1170/0-5-8 (min. 0-1-8) Max Grav 11 = 1185(LC 1) 17 = 1170(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2923/0, 3-4=-2923/0, 4-5=-3470/0, 5-6=-3470/0, 6-7=-2877/0, 7-8=-2877/0, 8-9=-2877/0 BOT CHORD 16-17=0/1796, 15-16=0/3453, 14-15=0/3453, 13-14=0/3470, 12-13=0/3470, 11-12=0/1728 WEBS 5-14=-397/214, 2-17=-2059/0, 2-16=0/1316, 3-16=-303/0, 4-16= 675/0, 4-14=-315/524, 9-11=-2017/0, 9-12=0/1341, 8-12=-342/0, 6-12=-886/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated., 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. CSI. DEFL. in (loc) I/deft L/d TC 0.92 Vert(LL) -0.2314-16 >952 480 BC 1.00 Vert(TL) -0.4014-16 >552 360 WB 0.64 Horz(TL) 0.08 11 n/a n/a (Matrix) 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 99 lb FT = 0%F, 0%E tS � e a i� a caCi'delfEtiha T aesa7ii.T letne 3' •teha -<a.3 d is xarx� tiara:t4a3ta i6 ttcl'r."TlussrsEtaml �wli amusataaE^a3s t u�r�16�z:rw�p:.��upE ram .3u:f�l*s{a�e�akra�fraal aNt Brd, Est , 3 »* r,t , n a� .w , tie i�rsarad �, a� aH '�=�k We�uax.�, pketa.ax.14�3addnae7Dt<piaai(d t,itra a3�Jl..[dear{.aF(aua�ctn{, ataF�at%I1GDttt+vu�iMaupaagxk(pah�,asa�"neeig srrn3r�jsr�a(dsyadmtsrcj(al sa}iacd¢alti t�Osatr t�nlrHledsigeasw;:At�(a�attcv8r„ats?hti�! s�S(itti6n'`i. TotTil7"tIIS: 'PEE:: �>it�'d8iraitdesiy�d�u 1F?�u•efdro-'d evU`aQsaeft aaaca3ttdej=alaPoe'@rudylaa�ukdw�e"°t�A37C 4{jN�a�itedia�"ra�difii �NC>atatal6ci;kaK�4z'tdzzrdakelt isa�a.Leq a$dag.StngxFti+hF�'rtr�a?tr�s§ar�at3a+�pae �3i� j X �' �6$� . YeSa' { aaj mdfedralr i;7Aa#a3tCNt0d4Tl aef4erniusatrddrads$ a2+.idsd% Sdzjd: a€cYiaaiit3Pjatiisftlr riQa3laeteril}'.'ttttdig9r d'.�'ls,.b iN s4ere;Tir,A',a&+,te fA3s{Wi sf u�3t ina M4'q(aj' at'da,,ciiR !a�a?at,ea,�a}1 441511 St.L UI dE'd3[Vt • ,':aiarsnda�iaisga.!�aHedezkntre6twie's�f'al 4:let ns3es�pdArwee;_p&lEdrkL�ia¢ aiadn wT�asa3d,laauiuerd�dtlardng _TigYanafxssartai�#eedmAGP1. S9P�ri�t??S>?l6A:1_R?tui9ecur6�{ltq�4sYT,1timD6)II,,P,(# tugodud'mn��t6isdon�maatjggn)#wa�aspro9i6.fey,�6gutr6a'wtin�aP4rmsst�nN6m�lfctiiruss#S�A4�any,T.Ia�rhelltP.� Job Truss Truss Type Oty Ply Pac/6511 EL D A0030832 65019 FL10 Floor 1 1 �Std Job Reference (optional) Al KOOT I rUsses, ror! rieeea, ru oyaYo, uwyuL,a ni uaa.w�r� 2-6-0 1.5x4 11 3x6 = 1.5x4 11 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:44 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-OgZETPyFam6ojUaKc_H4WXisy2hBGaPfgggcOHyiOI P t—y ' 20 0 F 1 Dead Load Defl. = 3/16 in 3x4 II 3x4 II 1.5x4 11 1.5x4 11 3x6 FP= 1.5x4 11 3x6 = 1.5x4 11 4 5 6 7 8 9 10 11 1 19 17 16 15 20 14 21 13 22 3x6 = 3x8 = 3x8 MT20HS FP-- 3x4 11 3x4 11 3x8 = 9-3-10 10-5-2 • Plate Uttsets (X Y)— Il'tOge U-U--�[)- Lcu-[-![ cuUef liu.v-c-sc �uycf LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.34 17-18 >660 480 TCDL 20.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.48 17-18 >466 360 • BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.07 12 n/a n/a BCDL 5.0 Code FBC2014frP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.2(flat) 5) "Semi -rigid pitchbreaks with fixed heels" Member BOT CHORD 2x4 SP M 31(flat) end fixity model was used in the analysis and design WEBS 2x4 SP No.3(flat) of this truss. BRACING- 6) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD 10-0-0 oc and fastened to each truss with 3-10d Structural wood sheathing directly applied or 2-2-0 oc (0.131" X 3") nails. Strongbacks to be attached to purlins, except end verticals. walls at their outer ends or restrained by other means. BOT CHORD Rigid ceiling -directly applied or 10-0-0 oc bracing. LOAD CASE(S) REACTIONS. (lb/size) Standard 12 = 1201/0-5-8 (min. 0-1-8) 18 = 1201/0-5-8 (min.0-1-8) Max Grav 12 = 1201(LC 1) 18 = 1201(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2933/0, 3-4=-2933/0, 4-5=-3567/0, 5-6=-3567/0, 6-7=-3567/0, 7-8=-2933/0, ` 8-9=-2933/0, 9-10=-2933/0 BOT CHORD 18-19=0/1755, 17-19=0/1755, 16-17=0/3524,15-16=0/3524, 15-20=0/3567, 14-20=0/3567, 14-21=0/3524, 13-21=0/3524, 13-22=0/1755, 12-22=0/1755 WEBS 5-15=-481/188,6-14=-481/188, 2-18=-2049/0, 2-17=0/1374, 3-17=-302/0, 4-17=-733/0, 4-15=-254/601, 10- 1 2=-2049/0, 10-1 3=0/1 374, 9-13=-302/0, 7-13=-733/0, 7-14=-254/601 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 3x6 = PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 98 lb FT = 0%F, 0%E Vurlq>FlaaveYane¢11rre vru 1110��:IIGSfS(5 lsirDlF3.s11.rUi6t7#DmuAStaSrONa"Ofr3")fSllk:d fikYfMTlaa �reid(&stp pvs¢u4uicN dw`,sutai lhssi sDaDrae�es'ID jai/Ne teb {I Tots llyP Utxea•aSlenEelsleru L41 s�traise saa ieafterDc;etf( a=lr niva,r •�a'movr, to rraa,D er,ram{r"srn�bp� e' e: Laos yrn Jgam�r�, earurrh not grery tisryb am d su rm)eJaicr e)Do-ad)arnini elsgss•, c:r edn a Avs P AntfionyT'Tortibo'11 PE: sd-is ddq f,::arytetldg Nxse,ririardta C•.e+rl Ctan vulksmxlrfnlS Swlr�D smxr wfteaest5ns�41fvit'pi% Ihalvel�it.�alxset rt}1 r�eTFnataAeIDD ie&j{rti>iraftler;shdtilMurmg aaesjssnlaneaml frzssDt§dlT pere)ez sanjei lN8a7LarD sr�ar!!£f1aPWrt. lttedes3s4r'iatE 1D" I,SaymCiser fg+ad aeiNilet WFt pvu1SP?eY> �e1�'^a91561.i1 a)rTP lZ4Aat)Anes ltkxpnxdjailine.lHlfd"ixsRe esTnGMl3aiaiisfi selB lyssOs+aTn;scery jgmte�etflniskmh�s('si.ukis 4451$tU'Ve Blvd,. ciDnriul fiaedl,r e�?allp�r, �.rn�'rylTtlPnl of �k�e�tiersa'gDerp{[yee4tnt7tsh6t4 epoesym lrl ul55tii:.Fsr�talnaa111 si 1u al�het'srx ne riadhllxtrNfor(:_Pser_z FL 34945' ��• ,'" "Aclhoa iT,c2�o11(P:E.� r - i'dpysigh),163Q14'AIA oiTmssaj;AhlhonyT Taa�c III,;P,t RaptoTutlinu,¢}lhudoNmenl,jgany htm Jiprohhiledvtnlhutlh'ee.v`l�(tnptsmisslanfs¢jp,0.lPaati�usazsi-, y Job Truss Truss Type QtY Plv Pac/6511 EL D 65019 FL11 Floor 1 1 �Std A0030833 Job Reference (optional) Al Koot Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:46 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-KCh?u5_V60N WynjjkPKYbynGgsPYkcAy7_9iSAyi01 N 2-6-7 2-0-0 2-5-2 1.5x4 11 3x3 = 1.5x4 11 ~ 1 2 3 3x3 = 4 8 3x3 = 3-9-7 4-9-7 i_n_n 1_ns 3x3 = 0 T Plate Offsets (X,Y)— [1:Edge,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. bEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.05 7-8 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.07 7-B >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 39 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 477/0-4-8 (min. 0-1-8) 5 = 477/Mechanical Max Grav 8 = 477(LC 1) 5 = 477(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-567/0 BOT CHORD 7-8=0/567, 6-7=0/567, 5-6=0/567 WEBS 2-8=-656/0, 3-5=-663/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard y�'q �:,�r�rae atr, �i�iss�(nru�s:rau3�.smrrr;�Tzt�Fnra#a)u�zur�'��as.rr'n�:r`�te7/�rTn,���r,�€iet£t,�s„r�tn„e.�a�tti¢r�wa`�,t,n,eKt i,��s;j�,T,i�a�s,mf�e,�,�,�,rr,i�daf,<r�;�R V„Eirarl�ti?ss yh:iaas�3Ta&!D'�q&gld,k cirossTeoq�Et udz.,e Syaa"P�tet$ei�ta?�176Pnq+nr�t cs�tepivuedhenektxau(�ztwlaq,lnnsb�igri;kekupeceutiaj(,jvx tpu�,t�ti%t)Gcep sXsrRH uN�teas zplaa�'!ai£qu�ss,s,'ta9eiiah zone'dlanTn'sik¢siu�it;�tizr'sr,:sl! �ee`r fi�hri(s4lv'iM�r�t rev �e t'id�i�ntatl [ @(af>i.t�dk-.Gv";stahtti7P[) fx rdidsivi+l 8�ta dtitr,Td9t rxd :a&a mrz Y+E�34. 7{c1;iRfxn � �1Cnth4rVy:� ToC7Dtj�IIiT{=P:E;� ieiea�vBdriMp«5r�as�essu�alielS4�strarmr>es'�rsdn nefAae4artaq�`�S�7ti�cav�itsrEA��'tT�isasxaeieivfuauelaz`I6w�eaxlgrtvareiF(SterutArvapoeai?Ra)eet}x��y�fiaL�u�ri�rtf gfag�et-s� sa?i �$'BUQ�S? r �.Sn>rbvasme!' .cam �t un ),u� - ' .SL L�cEe,81v1, siwl d. *�;t sts s 4451;; � �: �>+�iear�p-tup.enr°,�r,r�szrno.�a,rd�aa�e�p t,:"i�aa,°i�.�s,nui=xrtmist �� T odt Fori Pierce, FL:3494f+ !�P�69tL,�gA)b,�. E`,assrs.di6Ag.§yT tam�aJlfrP.E i pradnU'to4nJ�`�,dasumtttly�norty;[ma v�rQh.QiCt-�AdReJl6�wv)df4ip'ttmiSsian#tom��faafttossts:;di?t�fias�kJc>r86U�;1 ' Job Truss 65019 FL12 Al Roof Trusses, Fort Pierce, FL 34946, d 2-6-0 3x3 11 3x4 = 1 2 Truss Type Qty Ply �Std Pac/6511 EL D A0030834 Floor 1 1 Job Reference (optional) ss.com Run: 7.640 s Oct 7 2015.Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:46 2016 Page 1 I D: W?q u Lcr? Rye.?�L�fzzLe98RjH4yH M 91-KCh?u5_V6ON Wynjj kP KYbyn E3sKskX7y7_9i SAyiO1 N 1-5-3 -1 2-0-0 I� 1.5x4 11 Dead Load Defl. = 1116 in 1.5x4 11 3x3 = 3x6 11 3x4 = 1.5x4 11 a a 5 6 7 8 `` 6 15 13 16 12 17 11 10 18 9 3x6 = 3x6 = 1.5x4 II 1=4 ii 5x6 = 5-1 5-3-0 6-11-3 1 7-11-3 8-11-3 5-1 4-9-4 1-8-3 1-0-0 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.35 13-14 >501 480 TCDL 20.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.46 13-14 >375 360 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.04 9 n/a n/a • BCDL 5.0 Code FBC2014frP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.2(flat) 6) Recommend 2x6 strongbacks, on edge, spaced at BOT CHORD 2x4 SP M 30(flat) 10-0-0 oc and fastened to each truss with 3-10d WEBS 2x4 SP No.3(flat) (0.131" X 3") nails. Strongbacks to be attached to BRACING- walls at their outer ends or restrained by other means. TOP CHORD 7) CAUTION, Do not erect truss backwards. Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard REACTIONS. (lb/size) 14 = 939/0-7-4 (min. 0-1-8) 9 = 939/Mechanical Max Grav 14 = 939(LC 1) 9 = 939(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2068/0, 3-4=-2068/0, 4-5=-2163/0, 5-6=-2052/0, 6-7=-2052/0 BOT CHORD 14-15=0/1351,13-15=0/1351, 13-16=0/2163, 12-16=0/2163, 12-17=0/2163, 11-17=0/2163, 10-11=0/2163, 10-18=0/1326, 9-18=0/1326 • WEBS 5-11=-462/266, 7-9=-1547/0, 7-10=0/848, 5-10=-765/419, 3-13=-288/0, 2-14=-1567/0, 2-13=0/836, 4-13=-374/196 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed for a moving concentrated load of 200.O1b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 3x4 = PLATES GRIP MT20 244/190 Weight: 81 lb FT = 0%F, 0%E 'rtna•rfvasa#crn.'ria ceatka All�'ri(@5S Ella".&%teGt'tnsa{6w$raas(skrk^L7lrClsrX9d �E4fXr air_;r,ihdsfapaes�an ztin€s^r,s aad;Ii:+st np rmiaaatrt�'ard'itrk>3 ail icr.,��(i.t.r.u?r,m+sunietm ne b`w saEa:Y,a ca:a ra3e'i9,<aj `.- 9 .� :•:.. yysi a - f"Ijof ` mw&Sadaaa 1GDr aaa#fa56.U}Io;,e2ileSeh[.zcd r}auett+q•aSry iDatf ha NS�}add'iaaYrylai,s de}iadw ttpDaelp ktt, ltll ,kib }ass r�r}flr.±.lm}}ry siaf0.aea, WeifN! :Ahth6P.jt`f•TQOabO IIj;RE.� D';e�a.ri�rrYasUayiealagtnRelB.bxrrdl,tC p G.�t s1� a Qai � aka#�'dnTra .lav`e}SaJd u;ara,pas_indd��xeard �_. {(s vexaatdaga�a¢ataideD atiaaxt d.if",.t�. �6 tatd i��y?v#zs:Eafti Tma}µnafdnaT'ku,{agieRitz�aarReTrrx?£u;u¢4sA a}slne#<dG tersaaerdfu.�f4s41e.ftrs�.�'�� 3"�QO$3 .. gtama¢�a.a{xeaaadriiliz9d}aaxdselectsdar5aetdadn�aa�d�s5�su�i�u�t��:�s�ld�m,a�asr�tDsads¢nafdseiaya,e�rar�dPA¢�miq�aaA,.tK�aaxsrP�}�.�,r,sash,sr!rf(,s5a���ri�n�c�t,¢%r�D�a�R�rns �a515�sueie;Bfyd. e.+N sadsxaad a{as9 �gerdgsadsiac}t ai'}ad xnaf• di Fet vSs 3:s� EaraP. rµaf'ke ra{ ar as rys xtr ss dana e(a`iatt w3, wu{dined',v sanir 8e'aafnlPN.� ;FOrf.P erte, K%s3t9,44 ripyrigcP,a%'PD16k,1,Aoctiissir:`;-AmkDayi,ld"mhatlf;P,L aeprodua�enri!kisdotdmtnP,inane(rrw,spiakitiitdwitbgeinc�mrjgpnptimissidr>figmAlkeefireciaf-Rmfie yt terk�IitP,E,. Job Truss Truss Type Oty Ply Std Pac/6511 EL D 65019 FL13 Floor g 1 A0030835 Job Reference (optional) Al Root I russes, Fort Pierce, FL 34946, designoaltruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:47 2016 Page 1 I D: W?q uLcr?Re?LfzLe98 Rj H4yH M91-pPFN5R?8thVNaxlvH6m89KPsGccTJ5MeuG?cyi0IM 2-6-0 1-5-3 2-0-0 0-9-3 Dead Load Defl. = 118 in 3x3 I I 3x4 = 1.5x4 11 3x3 = 3x3 = 1.5x4 11 3x4 = 1.5x4 11 1 2 3 4 5 6 7 8 i s 6' 13 12 11 10 9 3x6 = 3x6 = 1.5x4 11 1.5x4 11 3x6 = 6-11-3 7-11-3 8-11-3 6-11-3 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.13 12-13 >999 480 TCDL 20.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.22 12-13 >817 360 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2014rrPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 14 = 968/0-7-4 (min. 0-1-8) 9 = 968/Mechanical Max Grav 14 = 968(LC 1) 9 = 968(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2162/0, 3-4=-2162/0, 4-5=-2302/0, 5-6=-2141 /0, 6-7=-2141 /0 BOT CHORD 13-14=0/1399, 12-13=0/2302, 11-12=0/2302, 10-11=0/2302, 9-10=0/1373 WEBS 2-14=-1622/0, 2-13=0/890, 3-13=-291/0, 4-13=-434/42, 7-9=-1602/0, 7-10=0/897, 5-10=-584/20 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 3x4 = PLATES- GRIP MT20 244/190 MWd ht• A7 Ih PT = no%F no/ F �SrisiEt dela�t>rid;,reilatk k�i � ita5Sa1'SEUE!'y�.#BA€?fL�riSk3n�iYtpSligr'b7!td�ilfKB�",Ft�E6MJerm tl,3tlss{xpel�ihisgtifl�ltseai�iitrfrs 4esgn rauy(1Gt�fi3�{rdo-fp7 iwnal(�CLrxEeleeo4iep�tCere ne. ikelxrd;�eses^rda�a*duo �aL;xhkSY,t6Ylxitassd�n.FylGi4isiiSd.i fi'ls59ev�+T:tedNsS..{ N�Gf[ufx}af veatdtrfilrcplsl�t�rmupa•lxG,tfidei .delev�atssi dz.rwu3rthHlYa2n�p+da=asyrHl rs Ffpiud�A,f�6uf4 rEJ. dfbs>,?fi?�tna�c4xi:sgttctenk'safe6k Antho y.4 TorrboItr, RE4 .,.. �da?dhGo iaflr+CY.(d,+yctmir#,k3�tz q,eytf 5oizllerstuESE.aisxatlner nlrraaY-tabf{j.t°oi.?ttudizazxgnf,ae2 rflt?tgPr4,ttwpa"vEttNu(:kflcdtcl�w,s regaa 4mp shiNp>y+NE�a!`dwt'zuWpfGlett.%ca,'.: 2Y7&.'G!( RR i]difetoCas i}SYYi9[+iOiE[i°G?Sd�fidfk'EdlS�rHiFillS�fEf rru�pwwl (pAYPL�iN . j Teti. {f eolldi iEfllE(3i4S[i�E9dlA^9E Yr0P3 (%EES�#981T'{Cl1416(d 5ll f dlKS�QdtRSSGIU t r(S{£rKk'�di}!f#e Cf (R44ix9 d4YH RE1Si '4 `.1 C� ' Lucie i5fiiv • � ,�dA�,sfdnwi4gatel.At�s;.xdedsY§+frev}t.lHde�ies �sf!!cd_leias�alstpEasnm.fisKSF�st �ar,d�F•fssl„t�,u x�f{t2rrk�2%upts'ved'rssfnut�udetlffF.� .� ���`" aS1 E:. 1. ei3. d, • �;. ,Fi}iEPierte fL s3,4414§; OPY<i9ti 4D) gtd ai9arses }at eyt 1nm6ajlf,P,E a prodGdppritlkisdotnmaayiR9dq'( sn rsP6iri wubacir6e sine pg[ausipYdtomAlieoiJrplstf=�M6aa t 1te aI&f raAi . n Job Truss Truss Type Qty Ply Std PBC/6511 EL D A0030836 65019 FL14 Floor 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:47 2016 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-pPFNSR?8thVNaxlvH6m89KSDGjNTOr5MeuG?cyi0IM 2-6-0 0-11-2 2-0-0 3x4 = 1.5x4 II 2 3 Dead Load Defl. = 1/16 in 1.5x4 II 4 3x4 = 5 Wj e• s 8 7 6 'Wl = 1-Sx4 II 3x6 = 3x4 = 3-9-10 4-9-10 5-9-10 8-6-10 3-9-10 1-0-0 1-0-0 2-9-0 Plate Offsets (X,Y)— [2:0-1-8,Edge), [4:0-1-8,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.09 8-9 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.55 Vert(TL) -0.15 8-9 >648 360 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 41 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 or purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or IM-0 oc bracing. REACTIONS. (lb/size) 9 = 544/0-7-4 (min. 0-1-8) 6 = 544/Mechanical Max Grav 9 = 544(LC 1) 6 = 544(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1243/0, 3-4=-1243/0 BOTCHORD 8-9=0/1179, 7-8=0/1243, 6-7=0/1243 WEBS 2-9=-1243/0, 2-8=-25/292, 4-6=-1311/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ........ .... __. _...... .. _ __. eaiq flmeZa.>i,l7.fe�ittRc 11i� 31DA3�StllD}&bDDC'ft4fYt4hi sS4H€lls rd D'p3'cDDgsDtS+LKt inry Yn:l73 s{rpnvve:esalizslwt..wCsa',msiSnps nsh@ IDt.vefriv lrUeeel vrmmt:ER inaes 4'edtefirz se, as.eSeuisri:^dw9e t-0;ee1 W attsas�xjlssstszit�ssdtu ix lDDNirroGljvi a'rr�.,'p?uaS.c';NciDj�Stu�Gia¢`r'etcr1TGPn$uuvsanaup�cis�Na[afe7 �e.�sp emgz:}ns§+ihl�4rcat po!Y,etr�4itrn sty �edealiti$D�ri`ntar ttil ileN eesss�xrnos. d+r,+:i7aa3F�s,lmtaifstr .�1ttf1?6Is'�:"T. TO'OSDO�IIf P,iES� ., e rrw- ist4eknJnt tgml`rldapss "�#MJ4p#?tj,�dta=5, etr$1S, C ee�saxstlndvpnlcrd[E 5a{Sat}sn.�RsttFnrxt4 3C 41�s#B lssdi�¢j..i'��IP(i I'stypttitfdt6rt parskjSeikR.iel)tFuis s(:xop47 sAsipe;�;iki2nu`a�dt.e�¢s4alill Ke sesp[t. 7 � �:�"�804$3 .±. 1ih'4erss e4e mdtidiskf l7sar ssrt+tm6htD ru`ped.e'srFfp aaesdrU tscgtSs�SE tsiks'cAn�ltSCldus)pdp lesis82dm, sst�i"fiirein��dvg;2 lHPlcSessilrtspasr dauaia is Y6ar is cspr,,7ia; is, es fapa `sr, ies6 amrsfn(ess 451..5t w6i :' zteiaiass aelijvr�ta,ulgarb>[r3apte"etlpaD sariirtd.del sSs Des�sp;�sx a31 Re7�l1ag a5f&�Yrr'ets lsrtafeis`rs,dasauenp: S"utDdsut;f anMs;l`ead'n @tC. - 1 - .. ,F2ut.:Pierte FL.34,9,a6,. '�,C+ip"�pgl<t�?1D18AIFpafJrassesAnlkreXilnm6dlll,p;Ergprndpdtn+ialhisdatamanf,ige�y"(rs,spm6.6iiid'itfiegnM1ewimeeptswrssoecNnmA=ltaetisasftS=pPkesYiTeaSnJllP.j?y Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030837 65019 FL15 Floor 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:48 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-HbplJn?me?dEC5t6rgMOgNtcuf5lCWyFalepX2yiOIL 2-1-4 2-0-0 2-6-6 1.5x4 11 3x3 = 1.5x4 11 1. 2 3 3x3 4 8 7 6 5 1.5x4 II 1.5x4 II 3x3 = 3x3 = 2-4-4 7-1-10 244 1-0-0 1-0-0 2-9-6 Plata Offsats (X Y1— P1 -Fdne_n-n-121 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 456/Mechanical 5 = 456/Mechanical Max Grav 8 = 456(LC 1) 5 = 456(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-512/0 BOT CHORD 7-8=0/512, 6-7=0/512, 5-6=0/512 WEBS 2-8=-623/0, 3-5=-593/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard CSI. TC 0.57 BC 0.44 WB 0.17 (Matrix) DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.05 5-6 >999 480 MT20 244/190 Vert(TL) -0.08 5-6 >999 360 Horz(TL) 0.01 5 n/a n/a Weight: 38 lb FT = 0%F, 0%E _.. __.. .. ............. ......._. _.. .. ....... ._..._ ...... _ __. _ ............. ���weASA�As�it:l��a3r�iim�A;'�u�;sxuer�rmr�rauFsic�T€zuu'isd�fHsun[�nRffited�AtmA�AUA:r�iEAiA��A�t�,�R,!(���,nAt6rc��;�i�:�ruAptlA�ir�;r urr�H�sudYaAGwAua�,�ner�AtK��iu;�,` ;'.. ,�i;tuce� @IxAisiA. c AdtatclUtu53r d. k ftst43iq eet��.a ;`�(.,. e9 ! tAf, .??tJp�,tApRs stao'piai'.e x'ial�Aehxsaadttrns!„ty r•}Ar+3+?2Ptp4atfsryadlv1 sigiftip4s.noufirt[,ltl1 :`t€dtai�Anlmrn�a,�li3vgnal A AZHi�># ;Ahthbfi y � TV7 T-6 Ilf RE., �ass�'1kt$s !ttn fnj!s�tc.t3Km�A&tf:��d C�AerfzvacaiAElgmadeE �Lalleei;¢�t�k�dtl+iEWraifdi'ne�agiitt.�iNi rx4FPe�duiiei.@air`sjis�Eel4c �rA;uxinjs�8luea?teMaiAA`m3kra'atlbeLiehe,t�.d�'�i;� 3stlg`dAr e��rfeuaSf i��AcsnKiaaer6araFEAaizesse; rk5ausde�a"x�G°s}�Ac�ikatN�Oi;�Gi`�tGad�'�taa.sh'l attrd'wm.Mtnjros<atire?�xxuEirpcesai�ecAalt�'ies'a'ner ss�A{�Ar ie, ttA�a rsgr�un[rt.sY.�adA,er,�stesi 44S�St. tae�e-dfvi� :' iklil�jlr�RrG914LS!lr Alf b9R31T}Nl13fMJA43Aii tfe'FLlr'A53 tISiti rA)RfY, {: KaF#Si9ft 9r.15f}iA`!f r'9S9 ANn�Att4dSfj�AtlA[�[pnfA1R'�ILr5VrE2ddlAB�Ife.1�". .Cnp i �. - FfPierce, fL.:4946 Yt1�. 6A1.@aeiJtrs3Z�dmtpl�lsmLe311,PEfpiddua�nsilksdommaMi149?9({mAiprd� ngdxl4galt6ekx„�n@rt�40.us3Aatil.4sliacflrotf-7�tbaarl.le�q(i 4 Job Truss Truss Type Oty Ply Std Pac/6511 EL D A0030838 65019 FL16 Floor 1 1 Job Reference (optional) r+-, moue t russes, ran r,erce, rL a4U40, uesigu�d i!l a,O.WnI 2-6-0 1.5x4 II 3x3 1 2 8 3x3 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 or purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 or bracing. REACTIONS. (lb/size) 8 = 481/0-5-8 (min. 0-1-8) 5 = 481/Mechanical Max Grav 8 = 481(LC 1) 5 = 481(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-578/0 BOT CHORD 7-8=0/578, 6-7=0/578, 5-6=0/578 WEBS 2-8=-671/0, 3-5=-669/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 or and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASES) Standard Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:48 2016 Page 1 I D:W?quLcRRe?Lf7Le98RjH4yHM91-HbplJn?me?dEC5t6rgMOgNtcHf6CCVcFalepX2yiOIL 2-0-0 _, 2-6-6 1.5x4 II 3 3x3 = 4 CSI. DEFL. in (loc) I/defl L/d TIC 0.55 Vert(LL) -0.05 5-0 >999 480 BC 0.38 Vert(TL) -0.06 5-6 >999 360 WB 0.19 Horz(TL) 0.01 5 n/a n/a (Matrix) 3x3 = PLATES GRIP MT20 244/190 Weight: 39 lb FT = 0%F, 0%E x� nH7t�rttrH.rs w ¢ �:iiushfsiu�trzbECkdwamzkiarst�rc�� mruvsc 3k7.�i*hn:rnti �¢r¢s'kantd�ikldEa�setn•;Hfid� Edtt�t�t 7u'm�Eo�dnr +kuri€�,e� ft,Htt:futdi6�,t,dt fay d�, tY3E dziattxk'rf,�rio tll;e{'tc�E1i.¢r5ff1STItnKitr(tlQllt#➢1�)kT asSit �pift¢rink;kk¢akSlff'J,'¢HtHi�kfL#n:WJ�P9tf�Hekr324:tp1di:d2kt3t}tl+�YuI H{+eEEf�t¢35�IEYkG'f.}ptkt(t$iEtd6ESgji3�ty E'¢xi:',.nike raDtfil Rfkt lrii kig5197 F<L,I�.i¢t!€Rt4�SAE1i� y�[�Olt :'f. jOClbOiiY "{!: E:; ,�t7rx7aH rty ttt E8Y riIH¢I7"sEi¢µUk¢ih 4lk��klxYA Cs11f; EA'-XE'tKEtidK(St Gax�i9¢it �t kRk30'CJ>`.{t t��¢kJ$(U¢t1 ldJd �l�!(':EL•#ifiNt iEt�¢?Fi�biJrkip�4ktt4 diE 15S73.it��er�lf;iktt¢P,.Id.iYH&7d:tb.�¢7td k$htih¢tE,�iAr �:�'f BBQQ3 . .. •it rti'AE¢ tL¢AL tedtiEmCEf ndat kr�7Enat j"62(EBij(ltitiH(¢His RtSiFD4Qi�GujAA'i Sii7EkFtffi�SSPJArSlik t�¢IRSSF`.CTEtE(�SE#tPIB!)M"IIE^{Sd4'k Sf1�dfHNi�$(f'�¢�4diSI dJ1lSG $L rTSS tS.�i1 tfY.7 CR1'EL (§¢9Ht�E..fRSU�iLMH �FtSi :a4S�,SC+tUGe,BIY4. �' �.�!�?i7t 1une93geCPa:-'.M�ed�eCra ihijE;r`tip)t�sxJk(!tG'its§sd@kst�,Eeran';uX3{4tt+zka¢ks�}.Yr¢TtYs nnq.Ee�te,+Hda¢kerkgi:t)�aadtrsmki�`ea{p1rYL, .. FQii�p:edte FL:;3-^r94G. -- =[q dt 4l,�R9tbAlFnotitE us-Aal�cx i iamhalU;P,E Rgpredudinn�ifbisDarnmcsEf,iaanyG,s@+spmh:piked,+fgdgx}ifiex,ine'npt7missieaiipal.A.iflcmttEosktr.Apihe Fl ica43)ItP.�; Job Truss Truss Type Qty Ply Std Pac/6511 EL D 65019 FL17 Floor Supported Gable 1 1 A0030839 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:49 2016 Page 1 ID: W?quLcr?Re?LfzLe96RjH4yHM91-InM7W700PJ14gFSIPXtFDaPu?3Xxx?EOpxNN3UyiOIK 1 2 3 4 5 6 7 0 T 13 12 11 10 9 8 3x3 = 6-10-14 6-10-14 Plate Offsets (X,Y)— [1:Edge,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2014rrPI2007 (Matrix) Weight: 35 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-10-14. (lb) - Max Grav All reactions 250 lb or less atjoint(s) 13,8,12,11,10,9 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard __. ..._...... _ _. _ .. _ _........_.... ..... _._......... ......... _._ ... _.. )�tl noosr�aa�ura.+�a:,�,atrs�rnin�a(5nr�r�uE�.aeu�arars�u�u°arxejsii�taurt r��� ie�+psa��mrra�,d� r�� €�tr%r,�asiu��3naa�s�T .r�air urr�a:stmtr,�r �:;�;a;;�ge�aie<araia,�a( dt,pttetec. ptae€son. p ssiint;i7DFtem'aa r tG.3s�eis P%saVr.?r t §teaeieaClNinpnsawst uplr�dreearftttasil ;uenhp riExs itrt fu decsgaetillii4%iewil,ga40619ptr¢nEsr 3rtl 3ltts tmna pam'.Ia",gnzlts€s;szTa)�:tr ,. Ankt c 'y T, Tom 1— a�gee!iFKTras<fees+,a:tda3�St4psSsssdcdt�.ette C'a<!efs2a�aamkrydadat zGc{ie't�s`p Uta�:ntrsk�`JC.Ii lSiari7htd8sdng spadiKt I£aarudi3taP&tases`seddie srr^s,ixdxtaaaTuy shiykiK?h&:Ate�dixpiSvCktMrsspK..u4t G ` aeri�axp ��,�curosr t��ereee��>}er',«ca�pr�rzina[p.:a�xR �.�eei�t��maast�sr�ttt nt&tssragr",�raaa���apesr�r f mEs�'a�aumy:sad nt3ae�a�T ssa�sn, e��,�tap�asraei�sr&e�tui 0@ .rssspisedstnelfrtiresis3agetis;etngs3cgkj d3psl'essmdsel; eF nssDess s& i; NStketvrslag.xsigia s4l rss,;retta€s; 3aHde3 tnp�2 .ud qaf umsmcs`8s`eedulr6F, ��Si,St tUfse. fUrtPlerte, Ei 3,49,,4944,45, ��Pirl9tt�tfldk'1 Fnoft[sms-2tm�atyTadm6iHlp, P,E f!pmdtldmncfiAasdu[timtal, in gAy(dsar>isprah;4((id r86eci ifienr'ip�nfdtm�ssk4fitimA-1 Xdni itsssts-l�othpa"y7.IpaLailtr��. 0 Job Truss Truss Type OtY PIY Pac/6511 EL D A0030840 65019 GE1 GABLE 1 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:50 2016 Page 1 ID:W?quLcRRe?LfzLe98RjH4yHM91-D_wVkTlOActxRP1 UzFOUIoy3PTrQgRwY2b7wbxyiOIJ 1-10-12 2 0 9-3-8 16-6-8 1f-$-4 18-7-0 11� -12 7-3-0 7-3-0 0- -12 T-110-1� 4x4 = 5 3x4 3x4 15 .14 13 12 11 3x4 ZZ: 3x4 5x6 =. 18-7-0 s u ln, a 1— LOADING(psf) l w.uv-u,uv-ur SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 8 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.00 8 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-7-0. (lb) - Max Horz 1=-103(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 1, 9,13 except 16=-159(LC 8), 10=-170(LC 9), 14=-152(LC 8), 15=-212(LC 12), 12=-152(LC 9), 11=-212(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1,16,10,9,13,14,15,12,11 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-15=-182/257, 7-11=-182/256 NOTES-, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9,13 except Qt=lb) 16=159, 10=170, 14=152 ,15=212,12=152,11=212. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 62 lb FT = 0% ............ .- ..... . __. ..__ ....... _ ......._ _ __ .__........ � roara?ttax�ime;t§s sti �iiisAassEdrs�.zoai�§�.arot�`�tsusira��r�a§da��t ti€�:tf€hns�tp,�r�:�e��§rFratti,;n,ra,�a„�€te§Rau�atzn�t �a�»§ur�rtla�,,s§entah,v s�, w.. r�sut�e+qs �,�atG �tse`e4gruratrYss sia,, ke�t%fatbclt�Uaeroh3),}t, 354 psgroxes e,Sptslf(/eVitae`•<s.rgnar(JG@ntrnea*iaai�svts RtRahis4aelap tartegnraas�sEE„t(r&ps�Sd�sIs�YHs es}atcdm�'e(ilie l�ttart!!It"k&teas sslMo�twsealaaes,irla§i 1y ,AiithbP':T 'TOra3b0If •I?.E:: ;adaies',bisina fnasr;ztks tsslsttEasisaiyll4 a en �.¢,xr�Cs m+vsavtLV M«Re [s q ➢x w5temkz£, WJE �iP.te4C�tud tc &x. Y' ad H! laiyfl?�a€4eL¢� SeMe d�tr@ss .u�#ve Mie i rsH�dE siat`krkrr?ueT.wa'3' y 34 Ec?dag a,�tae mftimri4x oissassaarfdievr5atneprtrev�r la nes v4tt3 P�.'d�ta�S�,'t d�srmevlrSrratusidk(diatsrdve,cfi•ess�tazree�ai�:itg:t iHlkSsn#srtq�+2t„clzsr:'s s?ma f?ts¢s.�srirohs as 4ga�ci anka�e4nn Miesl .�4�S1.SF LSIe861v1 ZAt" 3;�pise9sfiea55{Resa�eJateeesettxt3mtnrtr}Npr�vsrad ef;:t}i ns rasiptx;}.r7€t}srxss eg a,`pr cer as asten.siieeesdci}e,,paA .cyrvnxeiy tr, t{alalHF,. Fait'Paerce Fl �<Q„�6, icp¢�iyts� 1DibAl g%ailtcssds;AmFe�yl,Id'm6ditl�P,C sc}pindnsticnnilhisdemmanf,ircusiy(sm ss�mh3itedi!r�kQxn6E�tineapormiss§drefiPmd±i BanlJra{sot=(olrcayl lert3d)IIP,}» Job Truss Truss Type Qry Ply Std Pac/6511 EL D 65019 GE2 GABLE 1 1 A0030841 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:50 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-D_wVkTl OActxRP1 UzFOUloy3PTrQgR?Y2b7wbxyi0l. 1-1 n-19 9-n-A 4-nos 1 as-R 1 s_9-A 1 R-i-n 4x4 = 5 •o 0 3x4 3x4 15 14 13 12 11 3x4 zz� 3x4 zzm 5x6 = 18-1-0 Plate Offsets (X,Y)— rl3:0-3-0,0-3-0) , LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 8 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.00, 8 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight: 59 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-1-0. (lb) - Max Horz 1=-99(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 13 except 16=-147(LC 8), 10=-158(LC 9), 14=-158(LC 8), 15=-197(LC 12), 12=-157(LC 9), 11=-198(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1,16,10,9,13,14,15,12,11 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9,13 except Qt=lb) 16=147, 10=158, 14=158 , 15=197, 12=157, 11=198. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard __..........._..... ... ........... __....._.. _ _. _ ........__....... ............ fs aq s+ene�e,aiir�� air;,itsuss� itutt�€€soit3ttusetaea�asst�sica&a�re�i mc�of,+sc.�r^ra�e .rd�h�€oeor,«r�r��=Re�'rRrr�� ���tat1`�`�{��t ,e�:oar€,ufe:��xt�,s�rr�r, t�,�,r.�u�tm� x�a,ee ta,Se141sx94#{lYfssN.tfakd(p 4e10[�iasiW k(tosssa,stpiryrse"y'tts'�s�grs�pecd�$e:n7atti7�7k&rrF?ns%snRu�i�s�dxtttist aca�o�mrtq egp>t!�esjir6rhagcdbosstp(r7rueFetasdmdef�6utq csfacUll.'AiEs wxraz(o�ersEflns uhbr hj �thOn`F. TF1t'360�Ifi-.. ,xdntsd#isrr nitiseyik'ffu li�rt,{sn+isrtid443aeu U4Cai€iss:AnJae ee2adtEa 3 ex �endNa lC IKssf tatdig�n e£r"aea`7111k xsiaw`t�sia K�ds'teldtPtra vx4' Sag Uss �<,IeF.'�„Ps&d6rn 'S�d?Jx ;r,� `>� Y. rP.iE:: r��& �� cvrnw�r�ta:xassn�rm�iwtzrr��i��:das�ta��s��rRsZ+sC�uss��m�sss��m��s�it�.�sKlrajF�n:�,$,:st�s�a+r�s5,r:�r.a)s€�s�Efl�€,eni,;.:zu«�3mrR��s art,elm€st�t�ra:�eri��;,r�3�onsisn°lna,:�r;�slw�,gs��€n.;�es �irnsssnear�k:e,aia�a be€ z; �aey+t�ss��id��tatr€r„ 4�S%5r tuge•$tvd. . ,6t±isj? erce;`F,L ;3444 �pfnraf,�?1GIbk1&ponrsssr`f,d'nl�egyi ipmt,aitl;p,� Fspiddusfias�riiiti£ducbmsebigndp"foam tsprCd'.bitrdrr'Ot�s)�fisritin€apgrmrsstartiiomA:�taoiitu;ati=A>nbe ft;igmbdlltP,E Job Truss Truss Type Oty Plv Pac/6511 EL D A0030842 65019 GE3 GABLE 1 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:51 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-hAUuxp2exw?o3Ych Wyvj I?VDLtASPuuhHFsT8NyiOlI 1-10-12 2:08 10-1-8 18-2-8 1$-4-4 20-3-0 1_10_12 0- -12 8-1-0 8-1-0 — 0- -12 1-10-12 I!i 4x4 = 3x4 3x4 15 14 13 12 11 3x4 3x4 ZZ 5x6 = 20-3-0 - 20-3-0 Plate Offsets (X Y)— f13:0-3-0 0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL ' 1.25 TC 0.18 Vert(LL) -0.00 8 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.00 8 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC20141rP12007 (Matrix) Weight: 69 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-3-0. (lb) - Max Horz 1= 113(LC 16) Max Uplift All uplift 100 lb or less atjoint(s) 1, 9, 13 except 16=-205(LC 8), 10=-217(LC 9), 14=-128(LC 8), 15=-265(LC 12), 12=-127(LC 9), 11=-265(LC 13) Max Grav All reactions 250 lb or less atjoint(s) 1, 9, 13, 14, 12 except 16=261(LC 1), 10=261(LC 1), 15=302(LC 1), 11=302(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-15=-227/317, 7-11=-227/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonrwncurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 13 except Qt=lb) 16=205, 10=217, 14=128 , 15=265, 12=127, 11=265. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i s neEE Ea 9grn rtE a1y its>;fstu tm st tyu atoryca6. arhi tces4�'r.'nm=sEfatacyrPeE, n: idadn� itm}rry yesteAi Eafaair :�oa;rsrmEr£sPri nnE nisi ssr aw a ro,irp '.�. �IE:IpF�P1J';S:$ivyE£S!$(t)ESt Pt'(h�11i1�)Ir{31t�:ayhN!}6{'3.fi,til �kBf T�E$.tl8��(<31Fa<tiE#S ikA:!£�ED4'EdliE ri¢ft}4R9P.$$I SHIy EiE3E111:j.JU{ithS y2�dt91i§�3�(33�tj1R{dGt}jyj�iil RNt(P�P y�6F}Sy893'�j9T:; �3y E,a�N}b("K. stilith4(F�. T. TC}PibO��tt3 {!. E:. iEa,'niRAstB; itru..8�id�u�x RE�M'yhdtsShE d-�+tiers vE'aR t£d mtadErra, 7f afaFr,2exE�6.iC ttarvirafadtrs.fi,";ete R%irai Tsa eyP�ntzisripass aeU44d;ta<m}E aGxt yas8,t }E➢E 1+,Yd�HE�{�""iyvKiL�t, ,�iq€i �.�. 3' - it yY`,:GAy Ys VAFl tidrti'3E r141F}59ft1Att, ri�R�hijtA,t+tS[[VSFRhIS£SCf{�rP�Mgri.�iti$S£YEE'YFFt1H�ifihrk{Ifi�{Pf.rj Rf$�6&IE SEr£'ES(3dPSI yBY31 r^AaBA,'F iti��iX}�E GG•IY.i�•3f IFa �+110.�if@i SS £L rP. r2 @d RE9 k3diQ#IR Rrf}S .:. ..>m,.. ...._... . �. •� _ aasistEuteaira. lrriseMnartraYriageea�£ruxFhiyt�tlife�iEsz d.N:.;ei ESE �Esi}}&��Fal4£rkluy.rts� Mi u,» i£s�fsadstittba�!&sytl: of Fs. En:',,Me ahIP6C. �FO/t•:'-P;erte, FL �<94&,. �� �tnp""pflg9Et�iD16$T[pofiEEaes.;Ilrci6ceyf.lainbellP;P:C� iepiudu�oq�Phisdamment,iguay:( Est ESpigb;6i(ed�t6FyffiewPin��p�rmiss€apfiomb•I6antlr�s}tfi:A+nfieryi TasSnilf¢.F�. Job Truss Truss Type aty Ply Pac/6511 EL D A0030843 65019 GE4 GABLE 1 1 �Std Job Reference (optional) A i moor i russes, ror[ coerce, rL a4aao, eesrgnLa-Itruss.com Run: 7,640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:51 2016 Page 1 I D: W?quLer?Re?LfzLe98RjH4yHM91-hAUuxp2exw?o3YchWyvjl?VD?tAfpuzhHFsT8NyiO11 13-0-8 13-2-4 15-1-0 44 = 4 v 0 3x4 7::� 3x4 11 10 9 3x4 zz� 3x4 1.5x4 11 1.5x4 11 1.5x4 11 LOADING SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 6 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.00 6 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014ffP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-1-0. (lb) - Max Horz 1=-80(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 10 except 12=-179(LC 8), 8=-187(LC 9). 11=-240(LC 12), 9=-240(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 12, 8, 7, 10 except 11=271(LC 23), 9=271(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11 =-207/300, 5-9=-207/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 10 except Qt=lb) 12=179, 8=187, 11=240, 9=240. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 46 lb FT = 0% nrrrrss,?ire)tr�nnufsrugbxaat[s�aXtoXaraXsisrtan3ngsav tear%r�:rtrtPrra,rru:ixHt�xtn<:t,iir(its`e16nrrrr:tr.§adpcumr�s<i,sruwr;xrstmaa�,r�` ss�t6asAs�ixposes bxi5�t EmArttrt45siitd A,`iiK.s:ssrpkpisea�.t'q�tj;rnsestr�~<e ex etesyJ6C�s�susftaaup3�}cedtsasttuu(isA xbjagxs$�Ire;,futeipsd6esnitiT s,ipiacftad"eii6ssipaixitrd FliZ�anxsxsprx+:quea= wx7abf�! j,'•F' . ip �' ,1liStiany`1'; Toc po tfl�F:E;. ro�se�txs rn tan'R4a+tdmaltr,e�nn}��tn3 wfg�tkefsxwxr tkel�adeTs daft �xr afur�sst�iksJir,k�afptle d6xbsj 1X-,xa'sPti iiee�rtrddptt`park5gtdxStf reTpa xf[xPSasaIDmjsnx�ey�*hrmw#d4m�16euae&rt7(� 3�Sl1G83 .. .. ■!■ ii,<a Xs�.�rx: ire � X, rrx r url�as ia�_r .re a a,ei rig � esl:". it a rs. u ttr.8s�srs. r ��iaar r , :r >K, r : a:( m esrmst :;fir:" ;x t�� ,Ee%«usi R sx a�x u 44s1 st,w6o 8114. aR ,�:fei�se#ase#5yY{age�zgxl ga'�'er�gE✓�ry�+saJThe;tti 55s� shsN}sux k;X�l �srfiftii xiiya#�4 ss nkmE�swxdrn2e .uprr mi�.xssrEtsfa9edaiPki. . �fW'�. J?�ei20, FL'3?,94,6 ' {o"'i ai�,2D)EAlkcaiTresses. alFe T,ln"m6a31P,P,� Rs'mdast3apeT,iki£dotnmanf,i, p (Xrares rnh;hiT#dXs;iboasthtyrtil7Ed trmrssicetiDm,A�taafTFXirtiSrAinbc T,Jam5611(P. Job Truss Truss Type Qty Pac/6511 EL D - A0030844 65019 G E5 GABLE 1 Fy �Std 1 Job Reference (optional) /%I mom irusses, ron rierce, rL 04U41CI, OebigOlEDd IEi E➢Db.Wl I 1-10-12 2.0.8 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:52 2016 Page 1 ID: W?quLcORe?LfzLe98RjH4yHM91-9M2G882GiE7ff}iBt4gQyrD1 NVH Wb8LFrVvc1 gpyiOIH 4x4 = 3 7 3x4 3x4 5 1.5x4 II 3x4 Z 3x4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. All bearings 11-11-8. (lb) - Max Horz 1= 61(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-238(LC 8), 6=-245(LC 9), 7=-170(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=268(LC 23), 6=268(LC 24), 7=329(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-233/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12-0-4 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.21 Vert(LL) -0.00 4 n/r 120 MT20 244/190 BC 0.16 Vert(TL) -0.00 4 n/r 120 WB 0.09 Horz(TL) 0.00 5 n/a n/a (Matrix) Weight: 34 lb FT = 0% 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except Qt=lb) 8=238, 6=245, 7=170. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard iYmsa fle➢se3akt�pteeuci�E 4�t3,� itUi SeSEt�it'�.Ct.#IItC;frft BCOFr€"niS [iilWd�d rrif`CF>tn3CRx#i (tirs.Ysifi des3apeet>a::sa�tiEsd aN�mrs,TnscC:sg➢aarlagi1[{ �eYa�ksi3lkl( ➢raailUF,f IArers SFrtltafm se is .diir+sei�dn3a`C9,ysk Yi.e ExErJmrFYtssk:ld•.?3>ddn MT[ru§stohl,k }it sdE' 'aqutrt.k,tpattitp rsettr,'e'»?sesi»rglPPrtpassxt: yyta#;.t �Se a<•rfrtt±:aJ, faveJiep •r i+tglt desgedF'attirai;ll sitePa dy3atlR (j6EEtr atu lPll �tieGtta ss�aedeamS.hslidtt isst?LPrd,, 5Ahthdn, �:T, T0ri3btrE111}P'Zt� r'�dE30 b:YkKTkk�SIkY➢ is idagli�tSk EJNtlk3lk� TEf tli�tSSd➢kF51Ni3f}�kfi iijEH rui a'C1i^°u3�fr>ft.�krt�tud�u8k}tdf8lk`ikh,Lr#td(t35{IAkifrEtN4�dt4(.it�d3�ti3t i+(�%tHUii%l�tk=£h[IPg.YiUFSLFfS�{4.¢^i:Eii}t)Yf SkEt,�itl.�j: �.:�$�Qt�3 . t <a➢i�ok} kF}k'`kslrkiaair s7r�zrwttraakr�ixdmjt�:trWs�,kts�rtia-.�tttsE!;3}�zhtk�zrsfrktus�.ttp nafss;C�ttEhiEKtar�r�,daA:k tw dt�Et:��tk� ir�,a ka�ntirmTattra,�� Tn, e�,at�,�tr�d 3t,sa.:<trtis r .plapKedt kedsprTwavl�retl dash tiEs}l"iit?n�E( f:.lsS ss�esiptt}�ap'.i}N] 3ap�lkr IsiyiY �'Trots3isteEeFFikoa etm4uo ¢2 u{d amdxrE<fstl�.daink Q. �� UC 6VG, • ,� f•Ltr�P,Serce, i;L.�<94i; - �:���(igk1,�',5D1bhTRaaTitcss/4.1,t�,5Giy1.13mtaJlf;Q,� Rapeadi'fia6nit�is�ammshf,7nunyJ t� upro6:�ited�Qb�3ffawvit?i?ripur9issii�flpa�,�y,1,Braijrntt'erdiAh¢,yl lcand311�,E Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030845 65019 HC4 RAFTER 31 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:52 2016 Page 1 ID:YwMtazYTmRGkHb8J_pTy?Kyn003-9M2G882GiE7fhiBt4gQyrD1 LgHY48McrVvcl gpyiOl H 2-9-5 Inc 2-9-5 2-9-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.02 1-2 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.00 Vert(TL) -0.01 1-2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 4 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BRACING - TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied or 2-9-5 oc Standard purlins. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 93/Mechanical 2 = 93/Mechanical Max Harz 1 = 39(LC 8) Max Uplift 1 = -64(LC 8) 2 = -74(LC 8) Max Grav 1 = 93(LC 1) 2 = 93(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 2. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Mn4g flmYnus rFfpmu rsa tliG ftllKSsZ(Y .inEli3fYt'tGie G%MkAS(4SlGN(hGfii ji(XevY'Eg511.#1"tsnintl�2u1S4yzucw(itssNieslw,.suPas rrySsesfi L4e ms�[C�q'dHe RGlesail Tt¢k kt Ike t51WEgena. Caessise�2Jsie�rtt t&9,ulj ,ts`i �asadieuira�monirraaus`rmsGvsGmC�Ssdr6ieaeyaaatgre as®%s$aeT x,o;a n r�itisr,ati� �a�eeare a'vyeroNgef� a inar4,,",5sfuevt,":"e' Anthan' T,To tti'tit:P_E:: �n amsra,:�uua?rtiili gis&esaix,'rf�ryaa4e.w,�c:nn:a,Asmns�ei7u t�ft�gn®a sw,�an'irn Ettwss,s�ss,ta�n�at i��imdtnerogoa9�rrunsaflsir;n,:��r3�r�n E�;trsira��t�:sd�%�ke��s >3�tjd: ; ; `y � 80083 ' u4:glsix ¢sliaum %feq stsygenslg ilMe%mads,dwsa as uw�ilr m5 y>g ansriacrnr" ssffrs ix>�u p slwiz %kite i�stres��atsdul>ssgv ntiy:g r a Tnssu�u �;u s 4451 St 004Blvd, ... IQtt3sRftaPRddlrl F?�!eA)VaQ jK'a.init,gY(17 i5t1�1{fili%i(Ie'SGBS�FGy®tffl4k�(11/t �MrGftf§W NT1413 R51¢GItiMK]36tr�2111gi,11(�(Ii/A�MZ tll ltd¢�USk hl (eppigAi,�.'QQI�A'.,Lg olUussxs-,AnlhaayT T mSo tlfjP,F; Rettadoei�e 69>hfs dorumenc in ony inrm irpiofii4iiedwnhootthe:�rinenpemisiianfie�.A 1 AaalTsttss;:;Anshonyf 1 "col(. P,E! Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030846 65019 HJ2 Diagonal Hip Girder 1 1 Job Reference (optional) Al Root I cusses, con rlerce, M 04`J40, aeslgnLa M Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. We Aug 31 09:06:52 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-9M2G882GiE7fhiBt4gQyrD1 MCHXy8McrVvcl gpyiOl H 2-0-12 3-3-9 2-0-12 1-2-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.00 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 4-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 74/Mechanical 2 = 317/0-7-6 (min. 0-1-8) 4 = 33/Mechanical Max Horz 2 = 88(LC 4) Max Uplift 3 = -53(LC 8) 2 = -251(LC 4) Max Grav 3 = 74(LC 1) 2 = 317(LC 1) 4 = 49(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Concentrated loads from layout are not present in Load Case(s): #6 Dead + 0.6 MWFRS Wind (Neg. Internal) Left; #7 Dead + 0.6 MWFRS Wind (Neg. Internal) Right; #12 Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel; #13 Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel; #18 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left); #19 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right); #20 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel); #21 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel). 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=251. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) at 1-4-9, and at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 :Win63-Plm�tlmxAlrrerurYx.firdu ;itCi31S =l';,a[k3At 17NSBCJ6gTl-AS{US.Qkt'Utei9'j:[CRC:Sfll'aY£1Phr Yeiiy dut�r pm airtrNin/ao*s ndns r$;s$ re7e �;f(� JBe udafl Tr:be llyi FirlxwiYkrtkl'u ne �lrss�x.1usdt tter66;srij at=esrs�s+[i�tussrt��z�u[€rd+u.rns:o�;ur�f,,stw�nrr�t,r.�,�:gdztmPmcnrrwmo�vi;+armrsstZ;snag(vs®���rz:@ort���trs�nistsu�arsrar��3vinriornryt:trcrnriszalrs+ss!>,p�,t�zradnn�s�ns�� An[hcny7"'Tomba'III;,P.E: � d srd� rr ssixwyt lN:;64t tar r dtoxC rn Si Caen mdwrsa hxBti IS Batfrctg s{er�uaivaefdh l[(;be3rCnitxl rcla�Itis�ca meRir rk etrn Idheroo z jfi ldnr dhetn tiQ:1 r a®itl } it trftlroaeetirnys3e�l temj s?�Fjel- $0'W"'. tlesaamto-sywrceGerrsrc AKtttes3e,_.tl.. wig r IpxrrtC¢r gpbd�stiflar; �tartet�rttiSteYl� rz timuuni.lG�snr1" ts3v'so<iinen d7as�`��.@iarae. tP4t trfixrnengns�n��::e ri»-S`seln �nssg s�e.,44s,0�,y�"ie3,wectnssana�1n:r�rusts 44$1 St Lucte'l}Ivtl, � �_; NleiaislQh Nlri(anMJgndrye�:v�,Ka;Irpi F�txsh r(vr�inTn[s,Ors'aTeg4eH.KC ftie G�`IupQiii�xl rii5iit _;hiF,+Cd rlrlt,st,;ui rcrAd¢el era, �rzn�a�rNm)rl�l,. .�tjf,{;Pte¢e, FL,.i4a46 CapytlghfD tPl.6'k':tR oiLasszs,�nlNpnyihmSotlt,.P..E; RzpioduRnn al;thts doiflmonL ignny ldrin s'pj6fi�0td udh4uttAe wfittEnpeus3sswntram'.91RSotT@sses<;AcrhooyfZ.mto IIIP;E= ':i Job Truss Truss Type Qty Ply Std Pac/6511 EL D 65019 HJ3 Diagonal Hip Girder 1 1 A0030847 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Z" 11 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:53 2016 Page 1 ID:W?quLer?Re?LfzLe98RjH4yHM91-dZceMU3uTXFW Ism3eNyBNQaXygsHtps_kZLaCGyiOIG 4-2-3 V co A 0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL: in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.01 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.02 4-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-M) Weight: 18 lb FT = 0%n LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 101/Mechanical 2 = 359/0-10-15 (min. 0-1-8) 4 = 43/Mechanical Max Horz 2 = 101(LC 4) Max Uplift 3 = -76(LC 8) 2 = -281(LC 4) 4 = -1(LC 8) Max Grav 3 = 101(LC 1) 2 = 359(LC 1) 4 = 64(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=281. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 Ib down and 16 lb up at 1-4-9, and 55 lb down and 16 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 k�=ne,ssdrsegnrpew.ae rtta: msSa{is�.-n4u'r�unsraanit�laifeai"ur�eos��r�lirri�k ies`�ryt� in��r,weu,a`•, tmei�::�e�t,er� �g{!o^j�Sea�f r,�tr r�rw,srar�taen: �i et��, �e,m t.�nene:,,ij �1R=Fcepim: ztuuKeek neiwrele.�iek. warm gezge.6rtgSrw6yx��n�3rl nmf[,t,(rzrzJetsa,cepaegmr,evwre,rfd++�n, rzspretiSt••.?tegy erResteGewetgeN.tet6�)9gel sr,lJng,Ttit:••uupesma�aet4lCep n[nuusaf.l'8� Autfioit`Tx Tom[ia'it P_E:: - ud uesdCnsr isFxm/IX;tfdxyilne rtsgnit ii(trttlxQrM AiCenfl:nnkemit,y€l��s lSebelr��v u7r9.ruttefsdiaen'HtR(WHeh�i'u'JFer n }r t�gt,eicim'he iU6u rejfisldnrtine tnz uAciy eT¢gn re iis>efati?col tmcSs4ifi Yed`e rtsp f3dAyd I.: Y :80083 tirs��r%g•srsr<�(,eceausiCeq:?d�rc�ta5ntr�r�irur,lr€��ana�arag?eo-�,�5teridac,runRtsgrlu?�tSrv��>x!e�,nne,<riasc�w�i�xelFNtr�xsneteync�ist»tt��iiels�t�eus,�t�?so�y[y�e,E�t]Rss'�n�, Hess `51�t.Lucie>6vG, � tternntieimxlkrrtaettmfigEereyatr�.yhjKYjrAieip efvel;11t17sMr�is9bettrcb)IBeGdiyOsritw xTin AgezE�(rs�etofuj9rNfat.2d a7tldhti sss`ne tsLefieNmRFI. .. -. � �. �,� FbrfPlerce, Fl. ;34946' --Eepyrighr9tQldA�ltof(ratserAcihpnyiLnlSitlC,f.FsReplodunraeafl..bndueymeot.irtcnyi6rb1tp7pfitifedwnhourt6e;arih€9Pttmiuianfiem4lpaoffiusiis:-AChoattLx6o'I(,��P.F: ' Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030848 65019 HJ5 Diagonal Hip Girder 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:54 2016 Page 1 ID: W?quLcORe?LfzLeg8RjH4yHM91-51AOZg4XErNNwOKFC4TQwe7o648?cF67zD57kiyi0IF 3-11-0 7-0-2 3-11-0 3-1-2 1.5x4 II 2x4 II 2.83 F12 10 Load Defl. = 118 in N_ t7 �_ ti 7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.22 4-8 >382 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.19 4-8 >445 240 BCLL 0.0 Rep Stress Iner NO WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 27 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 180/Mechanical 2 = 515/0-10-15 (min. 0-1-8) 4 = 74/Mechanical Max Horz 2 = 186(LC 22) Max Uplift 3 = -214(LC 4) 2 = -524(LC 4) 4 = -109(LC 4) Max Grav 3 = 185(LC 35) 2 = 516(LC 35) 4 = 109(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=214, 2=524, 4=109. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 116 lb up at 4-2-8, and 120 lb down and 116 lb up at 4-2-8 on top chord, and 114 lb down and 16 lb up at 1-4-9, 114 lb down and 16 lb up at 1-4-9, and 21 lb down and 19 lb up at 4-2-8, and 21 lb down and 19 lb up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 10=-12(F=-6, B=-6) Np[li{ Fl uPoseuL{reix nr{tiC itCSSSj'E4x' Er3.U`I Wi6[7kG'Ik�Sftli{GNy tjt3a3lYY3G(CoY kT`,hE -{n�txi PFx° �itsufieelmW Ens inKLtsip C d{(tG'atide lEl! p{Tezh O{{ tEk ea{ktEiE�neru 4x4ssa'4n+ise s"�t{w6e l6tlulj tJ,i(t$ sntCet{IAES SStltkntitN�'!e'fN I!{E IdT A/i)flii GSipt(IrElfy(X Sptsm'.Csli1 �fttsednswy.tD,Tel,EtEsnncE{3asEAnt{sdassircel}ESewf,{ Kpxnikdz<brEz.tesgs i4e fnyk. fse� ie{�d.dctt6ei�PuIX �EEli47 1�'�sgtumapacrs.,SSc�Eitj ts6'iess sM¢3!tlt,A[Itf70ti ��FY TOfn1)tS�IIf� Ir.E. etas, drz fi ssfwmrEuldrg Ntn! „,.IrtzstgaC d=C:aysaASernEtrYE'tnh &nsf^{G �cu.... d ust Ets4rn II tltAt fiaEl ma+We{n9 a#TF41 rnrytni idhsN6 iejfi din tf9ein d!"{A ei y � j jnt f Gneatkncgs6E1'{�r npenttldptl,� � Y •� 80063 fl"e6a31ur0 sryzEsrstickid 4llleQ ss✓utulffiIO tlEa rt4sii 1Ni�imsa`1stEiiWx{[ers�rslSt=t(�+aedyap(SI�p1U ls(Irfq d�A rinln f4,j�uai{t�3nee.lNli�iuslTt, es�ez�rlraasesliaTiiidR lusO_s�»hdisCN.�{th�eer,ket�assPmfilsseyedeis 4g51:5t Luete BlvG, '__ ��.k'tk�yn3lhaEkrvceadA5�+3P.5�..n:�kr!11utaill�sai„ticfrntsotr{t4i+s{�irttffliyQeil�Hxfs3�iileT.[i{btna(�,811fof;kCsgpd�id,Mrinp,jslsfiNa%i!{l,. .. .. FO[fyPierSe FL;34a4fi �! ,,Eppyughl�2p16A�lAo1[mtsei,A�tfi�nyTia5e"It,+i.T<Rtaindupixcf>bisdocUmeoi"id"anyhr,�n itptotiihiiedwnhovttheininnpnmt{Sianflnm;A'IflaotirpsuY,�UthOny,T7...4aIfpF: E Job Truss Truss Type aty Ply Std Pac/6511 EL D 65019 HJ5P Diagonal Hip Girder 2 1 A0030849 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:55 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-axkOnA59?9VEYAvSlo_fSrfnsU UELiLHBtghH8yiOI E 3-11-0 7-0-2 r 3-11-0 3-1-2 1.5x4 II 2.83 12 2x4 -7-0-2 02 11 -2-11 6-9-6 10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.17 4-8 >503 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.19 4-8 >445 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 27 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 180/Mechanical 4 = 74/Mechanical 2 = 51510-6-8 (min. 0-1-8) Max Horz 2 = 142(LC 22) Max Uplift 3 = -142(LC 8) 4 = -93(LC 4) 2 = -380(LC 4) Max Grav 3 = 180(LC 1) 4 = 109(LC 3) 2 = 515(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=142, 2=380. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 58 lb up at 4-2-8, and 52 lb down and 58 Ib up at 4-2-8 on top chord, and 104 lb down and 16 Ib up at 1-4-9, 104 lb down and 16 lb up at 1-4-9, and 14 Ib down and 56 lb up at 4-2-8, and 14 lb down and 56 lb up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 10=-12(F=-6, B=-6) amp-rimsr+to,srpuTcr�,auasraa;icsfa slsl,a[e�rrttusae�sallwns"iestaxs:irxaduesu[sri"QYm�t�inp»rm;Himxsr�st[s,�,��r� �p[�r�aaears�ytis�li�P u!err,ssait�ewsdrs:aasis<r�dr,nrscu,�j -.:.;�plTsd'm?nr'v�!sr.�iktsesan�emouir.�:�u.JnscoK�[r�ttfzsje�.r:pe::rtnev.4nmf�rzKrn<rnyrr*:ernsr�:nn�s�w�s�yespan�auyfr3*aes�d�3�grf sirc�..p..ivae �aina 4e�teut��C!;_raceT,edeucwms�ec �ntRon'-7, To "•:'ttT� P�E:: esa atirdCc.Tvsrtx.�yr�t8yrsdrrur r>rs:lntdsa"c`arare:ens<almiciy�rara�ltw;acs.>�r,.eRxwrrs�t� Ir prmeada leMa�lx�r+��mt rarptp;,ddnamuma�e:ursrmeet�s,can rmar„r r;oi rw�rsti�russ�,r �rcgccsna,y�-: .y ,:r•• 1e9 rnrongx�t[ianea [ xes�rxwriso^ad raaur,drrda xtris�r[cepadSdyr nrnsass�iaGdetilmnr&ffeydsuuaazps dplaserlxle wsMnyntnnsrresat ssdnl ssn jai za�rt egkrl.�spmnln<t.tini 80083BIW �fiei;jp�tetxieilci'qu��tpu9ge�rirtjilrpgp�t�,�ItrtlTtLa-?�rp4pU+r"r€k�lpetitiyuenTxerxLrssntlrzyjroiec.�tety4r�lii�p„3&..cntict;e7'x�,ile�sletnNm]tFl.. 44515t LyCi08)Vd.. ;� Fott_Pcer�e, FL ;34lgb {dp'pcgfii,�C?20TffA�liafT,mssas,kyth�nyTTm,R11Ctp,jRtpcadugianeijfiis`.docyment,igan>;focafcsp[kEidi?edvtahpnttbe'inmenpeamnsieniiamA�{aotlmtsaY,;AethongT:7:e+iaflfpE Job Truss Truss Type Qty Ply Pac/6511 EL D A0030850 65019 HR Diagonal Hip Girder 9 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1.5x4 II 1 3x4 = Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MITek Industries, Inc. Wed Aug 31 09:06:56 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-28Hn_W6nmSd59KUeJ Wu?3Cxmugc49bQQXaEpayi0ID 2.83 F12 It 12 Defl. = 5/16 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.22 4-8 >463 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.41 4-8 >252 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/fP12007 (Matrix-M) Weight: 32 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 3 = 267/Mechanical 4 = 119/Mechanical 2 = 628/0-5-9 (min. 0-1-8) Max Harz 2 = 166(LC 22) Max Uplift 3 = -230(LC 8) 2 = -452(LC 4) Max Grav 3 = 267(LC 1) 4 = 166(LC 3) 2 = 628(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf-, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=230, 2=452. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82 lb down and 79 lb up at 4-2-8, 82 lb down and 79 lb up at 4-2-8, and 86 lb down and 102 lb up at 7-0-7, and 86 lb down and 102 lb up at 7-0-7 on top chord, and 55 lb down and 16 lb up at 1-4-9, 55 lb down and 16 lb up at 1-4-9, 18 lb down and 19 lb up at 4-2-8, 18 lb down and 19 lb up at 4-2-8, and 26 lb down at 7-0-7, and 26 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 10=-55(F=-28, B=-28) 11=-12(F=-6, B=-6) 12=-41(F=-21, B=-21) -1Pa�tign nmegYlrreiurrx AllCu ltDSidyPlfF?, E43Al�r'INS6[71JIIfIIDnS{6tFCn'y'[Vt3'�1(SF^d7[1k4Yk7'laa�tnil�tul�ruc+.�&rtWiesiats 3tf.cSsie ltt7 vur�ID'". iYlie atO yr T,zta lUls ttht Slnitelert _LYJessa"at lse.tkJdnBt76tl�x1! Stdegt�4r11tnYiMtktset 3tTtloutY,ai4°Jls JmsoKla [i�g{, sr ,rip&t tstJn.ssd,aarr its"sgrttalt��ttmYasrs?Fmtsgar�wderr sauoaJrie �YY:�,dass�eir� tep�raatl7ootdr �mmlz itafe lgapuntecr;,tetntYnets salrs`1,�. Ankficnv`":T Tofltti0'IIT,:F E: ttl nitTCh k. ling SM1thg w:irtvttarC i8e9:nns�'4mteegtS,ig rnMoAD m�rn7 ueatldi4s l[4tiYtY[a16131k 11 e?n�ulMtT e(ri ilia ]DO /�fnk tdIY1 deli }4ttT�,s1 [tEshfxawtil[ �gsSo4Y $e � ttrtitf; t $8008�.,,;. ilYhpCr�D SiA6H Rs I�iOM�tr Ai(rzltt}it1¢N3�D YI�LrIF+SRS ttYr+Yititi[a£Itili F[,aIcfttl S�#t(�du&4T1 �15�[1G'!{IYrT°I!$:.{et?dpet sY•3y:�ad�l3se.1r4l t�xsRueiJtt n�ha tYY kti astlGlvStQ�s+ga iiwlxOY�Sttysierti3jpYsku?N;Me GIY55 t��1_St LU[I✓F; 6�Y(i ' :' ut�rsSsirnat,a�a�ityaojur;��yr{pmeJltnlalieirssoesgxyg�ii`nA�tnttnuntoeirytr,,rirottstmlEti�xa, if,lYer;zuiitdx�;n,ita�3{Tn!tTt._ Fort`;Piere,fL;34f?afi --(ep"y1ig64�2Q16k�lA�atlm,sEs;Aaih8ayT7ma>III�P.F;ReptodoeioeEljhl�'dommenLinah"y13tm,rpjphihJlgdrouthoutrda�ritteRpumi�Siaefmm`A'I&Dothnssa�Asthony[j®SaJ,If�;P.E= Truss Truss Type Qty PiY Std Pac/6511 EL D A0030851 LJob 65019 J3 Jack -Open 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, 1 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:56 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-28Hn_W6nmSd59KUeJWu?3C2Ouvh49bQQXaEpayi0I D -1-4-0 3-0-0 1-4-0 3-0-0 LX4 — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 72/Mechanical 2 = 255/0-8-0 (min. 0-1-8) 4 = 31/Mechanical Max Horz 2 = 102(LC 8) Max Uplift 3 = -57(LC 12) 2 = -183(LC 8) Max Grav 3 = 72(LC 1) 2 = 255(LC 1) 4 = 46(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This thus has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=1b) 2=183. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard t � �kMn flxs_ rener#x 111 DCL "Sfl Ei�l,Cf�Uaie L1#GRI AS(75100 aW'ai€GoY.#1"/aa;ln`�1 s�irsxlrxlx�sxids trt sent aaree 90."uAi4 xh lliaty l'r rrrx us3ktlSe(aelx. Cxleua"n lse el heTFtlu' .. 3 finesslF gu S� �� rs943j � PWx .. s 3 h9 a xr �4 sw w it ihs ce74riisltkj'#e Pgukiaid AssJxss.G SEi 4r, 5jewlry.E y�e n r3lnmap:IL„rRit tets®iceptniednyrrakjuuuola5nw�yresposek'�¢' h3sGv�a.ei cjujk6ai iy7sfa16„IL!Gnlr xFnma x,�Tliwe a la cT.ertfaxi,�ulh.5�ry Anihoi' T.Torirll0�T11;- RE:aN nrr*Cs£ty Tuerytti(@+'r M1s mp uhd'�Crxr RiGiml bind Trta�is ult�o•�'i"'..:sxfetldA lt'H RC asxl �taalratrr mtfli tt tMtdaeamG a"mfiunedn tms nd:t }is;Tsy!.I. s>.rwmxa�nwS}s�il zr�.p ssatryd y # 0b83 . Tu>Pgr�bs�rraxrue�nu.chrtesrsayn.Tg^ a�ta>;ausdrr�cxserrte�warte�rmi�i�>�m#�,nap,utialrT«xaaoco�snx:ri,ss�ee!p���lflle�usi�,isTx:.a��ecrii�niim�l�ssos+�u:i�g!sa�.mis��aeacrrx:usnuga;xks ggSSStlu`tte8vd.. 1`tlBry151GRmiY,1'xgllMtpFs6)xhna�t�l/klgvryxi nhdi'TNpRY0ai2(FDghiEfi4�'7T111kJ'ta4r0eti}ad NTlati SFne!e:Glht¢la el}tflil5t all teTl�diildplT U/K'tllitfd!RjIFI� ' .�Ott::Gu?fkBa PL ;344df1' Cep'nlighriS1'101§AIR otTmssas-A�huapTiamSiillfP.F." RtpradotsixafhtsdocU,menl;in�nyidtm,irpighi5iiedxAhhaif5eivrifaeppel�ssmafiam:AlRaoTTrassat.,ApihooyLTasmSallf,SP.F Job Truss Truss Type my Pac/6511 EL D A0030852 65019 J4 Jack -Closed 7 Fy 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altiuss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:57 2016 Page 1 ID:W?quLcf?Re?LfzLe98RjH4yHM91-WKrgCs6PW mlynT3gtDO7YGID81DtperafBJoL1 yiOIC 1-4-0 4-0-0 1-4-0 4-0-0 LX4 = 1.0X4 I I 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.02 4-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 138/Mechanical 2 = 303/0-8-0 (min. 0-1-8) Max Horz 2 = 120(LC 8) Max Uplift 4 = -76(LC 12) 2 = -200(LC 8) Max Grav 4 = 138(LC 1) 2 = 303(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=200. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard t'ii6}R[�{9FPSt:u}�Jttitffti [tt J!1[CC$;i4$(ii.+p E'xn#t;�.B CCWai�itiTl�l�. t.{ifA A1C�.�t..(ttf£.[EJ�w[�L�t'jCRR!"ntSB�it4#Abl. iR4++eRtS �;SjR Y9§i $(iGt?'Rt{wf iFl3tki'i 1453y00( f:R rtlPfW ihttlt4(t(t t!, CSYE455+RNIY;SF SBF [6fl�4 iGll,tElp YitlRc[.1E'fifH:hF�Ct.?YkC<S lu1CR194r1fl+a{.)�t 1rS Lid. trjkitYd.jtIX[t(:�itt ig 45t�NIIY(n%Gll[iilt%n4Ai5t7F:1��tSe<e1.iUi K51Ned9 t'}4Si§tlflPi�'[t4#f4IR�1`.efii(MFI ARefG�t��4+t(�(i.Rtt(Rk[ipll �hep41Rt9t ArJXt', UAig {e1SdfF3.14!a{S�tM .��Q�'j TQ�t)O-Tt '"Q.�; satisi�iVsTn tarot i�id�gp�rr(tcsz"'tf�a 6setrtl j.iPS Lx�rxlh 4dttne:ex�e�s4 tyser iabl3�mlfk 3r �.�aila.�ardhe3sy jt_xatrct fit�pisaft?1Sti.Rat Rtt�ut3s.Rdtt txs��+s`ut�m3,aysulett xYah',atta�ka<�gsk�lthe rt�Rx>`.��� Y �r� �3i9!is;zayvw¢1SWt�tt178.exReriettde�R l��u#hx[rr3+.tVsiflitR{��Ltsd1h46�fdcg4vSR¢:'eh'mcS¢R}i��jiirsitikrftRdl4.daE rd•:eiatdiu al.�Amul. lH kw.xd�rerysa rs.5h itawlimfififf fGesynt iheGruL Fagnw �#;:rrs Y.atixdaser aRkis 4451.St'$iJtt@,alVt�, '�+stirli4#+n4 tssrynsrl�edt[tRt,St;rgteri[Y�es Bret t �:S ai �tsip te�.[u3tu. trcB t=€it; eir :ss[cnAEr�ver etaSs eng zs'erye antr�;utut�ReRwirtt: fo¢!Perre,`FC;,3 e.4�6; ttipgrigAtSiilbAlRdalLess{s,¢mecrF.ldin6&bt,¢,Ex.pinduetignpihisdummanf,jnoaq(i�cEbprQh;�iteA,pnbo)fitniinen'pettnissiotNaa{.AaitcafJr�ts�s•Aphaflgl.tnsSaDf;P.: Job Truss Truss Type ntY Ply Pac/6511 EL D 65019 J5 Jack -Open g 1 jStd A0030853 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:58 2016 Page 1 ID:W?quLcRRe?LfzLe98RjH4yHM91-_WPXPC71 H4tpPdel RwXM4UHIEhUEY35juf3LtTyiOIB 1 4-0 5-0-0 1-4-0 5-M IF LX4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.10 4-8 >606 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) 0.08 4-8 >713 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-M) Weight: 19 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 127/Mechanical 2 = 361/0-8-0 (min. 0-1-8) 4 = 49/Mechanical Max Horz 2 = 186(LC 8) Max Uplift 3 = -163(LC 8) 2 = -418(LC 8) 4 = -76(LC 8) Max Grav 3 = 130(LC 22) 2 = 361(LC 1) 4 = 77(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at --lb) 3=163, 2=41 B. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ,. i. eMiynm,rnu,tu[rn,r.r�innatncssistviurnrr�ai'r�r[motwni{ostautua).rraaa,reou.�zrtse;iRa�h,yrs�an:w„deot,uariim,kK��a".y(!���a�,r�,rtlMx�+G�o.,sanp�x! �[�ao�,1:<radmrcrrea;�t . ygetrtkdt'�.ottnek �e'Oaule rase u Jn,s..o,ge Nr�x{r-stwley6j�,+w�ne ud;±�pipctgnm,® infix+atai[rr!+tiringug ea ry,n[w,�klgtz 3x4vlan�te suj4tnuie[ae»elhoedr arntil i, iki<sysuu pa?c!+et.ednn, wmsi!uP. An c`",. ......,. .. rslifed ar ,:STNm triX she«s s'u'dltac kr6i rin reatsmet geiC, iserau oes:as�hkewMi�fffioltCt4lKwro,[slSJr 'w1FN fFee n,aa�Rifi0a1 rrpni�e t , i iaeT i (uism«aedfavi sfvi P"e �. th ny S, Tornbb ItC;.PE� ar E!.9 ®Y! i [. . ",� n3rtj, 8om ur4ralurQ,�arr,�,�a eww,s4 a�nstu+ ep mar, PradMsrr>ai<i fr s�ri�m us, its �u,kri tti ,s < suad„<e � �iPia;r iHte�ssk,�yn�7s[sab+ , ! SdLj brl� L,,, �Sfieteiry+ln,tr:�r`Ly'lsreititjy+nwtrll[,x,Vmhd"t:nHi} ''� . • X'[ � .. � � a451; St LuCIO 81.'!d, nMirysir tm¢3![a'sMali[rbd Pxlgn�Giaypi rrnfes iip'`P1:,lkrrvss D„p[apa,ri,otae6rl[�oa ri(rae xt �u S,ars hlaPritttlOaTfC L S4 fort: Pre e, f s34 6 P17�9Rt�t916A LR otTmgSas-,Ao honyjjam6jjIIj?,j• Reprodueian'ahtdjsAalumenii,gany.htm,n'pjohidii.¢dwtlh6i0.*ffmAihniian irkk,I Raot11f,,P;F Job Truss Truss Type Qty Ply Std Pac/6511 EL D A0030854 65019 J5P Jack -Open 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:58 2016 Page 1 ID:W?quLer?Re?LfzLe98RjH4yHM91-_WPXPC71 H4tpPdel RwXM4UHJKhVeY35jur3LtTyiOIB 5-0-0 5-0-0 IN LX'1 — -2-4 4-9-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.09 4-8 >654 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) 0.08 4-8 >781 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-M) Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 127/Mechanical 4 = 49/Mechanical 2 = 361/04-12 (min. 0-1-8) Max Horz 2 = 143(LC 8) Max Uplift 3 = -110(LC 8) 4 = -69(LC 8) 2 = -347(LC 8) Max Grav 3 = 127(LC 1) 4 = 77(LC 3) 2 = 361(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the hottom chord and anv other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at --lb) 3=110, 2=347. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard aMsgns.amesurreieYxllro�Ti�ea(s,tub;:irau'srusae�sum�+s'msreurrutaasui�r;;tr��urrr;ias�.taaltF,s�r�iaass�.ef�d�s strnsscmy,ulawlm"Boa"uefsurrua:aitfu�r�„sl�is�e,�nsai;ssaniusul�aetcusEii Nditiioa+�e usti ass fac3 t, 0,44JWUs tours fl, A.S.gl[9Yzls sari®sctl�ndmfsderuxel ura.ul�taspu�SiLq iir7:tleulaef'�,es�9kTrt- iryre7cs tE iOPnlrnenTM1l lieu pa Uu�rtirs met nlneos s�sT.rtf� prjtl7Clly:T_ Tombtf'II17, RE �d ilifi Cr �S kYmTHIN.+3 sHe sap'iAiduxO HheC:enscs><shsd eyst rthEwlferyDsTxr?y@wdedsfrill'dr 4telfierxlkYnd nlTFFrthpr:;ddlaf Nb ijf:lia[tfie tnshd g�aSTey slrej;fisbltlmraiieuiysShciyQxrnl ,r]njd `?80063„ . Ile:kgNras,r�ss Galiela Al(ex7esss' a aes10vs1'Exrrtihu{ Iwx� afiMer..laert� pecel�iCtafaac�{gsgr�rL),ilrrraf;a;�rsi�naeetNrx�ud�i3aa'e,�Po�rfisa}E rtg sir sceft�eisarc�p,ssws,cotNsos+sbtY<vearirssua,n;�•s, is g §,§t Luda.BIA,. r� v �N! fib s�"prsu mvim TPn,si,fl tTisrr4 sio ssroy�tisfgtm0i 09GiPrsdis srni 6,i4 6sa;mq 314ml ndwr arr n'afse�ittl:, F4 Pierce; FL!34.24rr (ap"yiighi�7016R?I raoilmss�i-AothonyJTamSgllt;P,f; Rapieduaivaetthnslocument inonyhrm ssp'iohi6iied;vtAhoulf4ewrinenpeimissienfremA'I Qaatlrpsuf:;Agthonyl7�®6eIIf;A;F; Job Truss Truss Type Qty Ply Std Pac/6511 EL D 65019 J6 Jack -Open 4 1 A0030855 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:59 2016 Page 1 ID: W?quLcr? Re?LfzLe98RjH4yH M91-SjzvdY8f2N?gOnD D_e3b dhgU65tvH W Ls6Vo uQvyiOIA -1-4-0 5-10-0 1-4-0 5-10-0 1.5 5-10-0 5-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.06 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.09 4-8 >802 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 22 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 149/Mechanical 2 = 407/0-7-4 (min. 0-1-8) 4 = 56/Mechanical Max Harz 2 = 160(LC 8) Max Uplift 3 = -121(LC 12) 2 = -241(LC 8) Max Grav 3 = 149(LC 1) 2 = 407(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 3=121, 2=241. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ae�hg•slmufianrfutrenrrrx siitt, nas(s�la'+s[i3usuusnxam�nsioSmut-utr�;twin[[aut"crian, ninytaryrxaaiautvei dea,umiinss8�ye ���;o�emr�!tt u.sapi;r p>er!.,srnena!n.. zai!cse�ar!,s rpne>&n_=E{i �WTrticm€parpiet!s sk141riserLu9xiWuk�il� M�Tnss:O�sEi(nspQa Swdry. a:- flls�n,i66ttlr!rrmma�! a nnsahniredugnada�leyemlkiifa Sela9pidttft�iIres. try^Inica°iisl6pnl esFp1l1115eity aria, s, 4iF nln ee saft5°"'• llnihcny T Tbg65 Ij P:E nitiY!dCus rista®t LN.r91sR!usrm�l:irtpdtrn Cv!erE!iiee+am&cmei r{rc!n!urtuesyer;raaxud!nnrs!gd!>ausrfo�ts,tta[ntrutmi rt�eeM drr r000i �jrr6i�adaet suq«tnpkoisy pr`!sr;.srar n!cni,{unys6a{dem/a, >�rtid . $0083 ti'e1x)i%o-s a ah!�r llfehs7s'.IkUs106!i ntireshl r;Fla!siillttuiCejtarpud;a4ylduedes l4Slj�sll�Fs`I{rTFl nfSL,`AtrSldnn�fdtpaudryifsr!.IF41F!sstl regns h5ntalYifieiatq itss 0�sj n; ?r,:oN�yabi +ynt)�sss?nd!d..: iss �51 dBl M .. •_ '^ 44Sf 5t Lude Blvd, :. lsper,+,tss tdundiri ain ss dy,.m. nurTlpirymes`i st i�lee7rrts0erryUpmeir�$SOrflsk�lu'Oesigar xT snnn;E snmaf ryfaNiiq 2u rtpMiaalpresu>,isLaN e7 raitpl. �M rG 94 • For4 pie e; FL 39 . 7s' tepjvighL�lPt¢AilAsifspF;zs'rAcihpnyJls�SnllifP,tti Repl4dugiea'EI1M1Isdocumen4jg0ri�intp�,+rpjchitggdstinhouh4easiiifJtpa+m�ssmnirod�"A{trot[rdsuYp<ArJdpnyPlat�6;d,i('P_P.. Job Truss Truss Type Qty Ply Pac/6511 EL D A0030856 65019 J6G Half Hip Girder 2 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:06:59 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yH M91-SjzvdY8f2N?gOnDD_e3bdhgYCSuVH U?s6VouQvyiOIA 4-4-0 5-0-0 6-6-4 1-4-0 5-0-0 1-61 1. 1.5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 10 TC 0.31 Vert(LL) 0.04 6-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.04 6-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-M) Weight: 31 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 5 = 399/0-7-4 (min.0-1-8) 2 = 454/0-4-12 (min.0-1-8) Max Horz 2 = 145(LC 19) Max Uplift 5 = -399(LC 4) 2 = -439(LC 4) Max Grav 5 = 399(LC 1) 2 = 454(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-360/281 BOT CHORD 2-6=-300/291, 5-6=-319/305 WEBS 3-5=-486/507 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=399, 2=439. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 204 lb down and 275 lb up at 5-0-0 on top chord, and 53 lb down and 128 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 6=-46(F) 3=-140(F) �As y rxenmrurrri rrx iva tness'ss"�15; ti3u5wze �ao7�riDSTru{utuuaat[e uari�a 5nry;pt arufisfw+utrnsscesiyDrc ten[Sea� �tT, hP h�eo,sa a een Dvec,oie mdwrereu Etj tliT¢[7lmfua'dlE£uekSe'DDukttoli AsaimtOne Eiyeis(r$ewDTFer,�ll: svJpo-etif>u ryi r.M®tc�P?�e�heprknfaev;pvo�te�iuiGlhi�Sehs7y el yewjkire, iryrtslttffi lOGuli wftrlflt, Puirs enuho�rs �ef:eWlns, rai�i?fnAi1tflCtlY:i TOf11t10IIt�i�.E: �es+ra�juie$ Rerar,.:rtTAmeC a.c.""� �sm�aA�e�aa�m�nK�� at„eeasahq?uttaofra4r�txsa�rh�a,tm;TiEeir.�t��roDar f¢,u,seatnt : nEtez:,i,,n y �ereu�rduu�sta,t�s�ye,t�ri� �80083 , neaar�o-srur�cue�eartn,sm,ewnre�los frar�asu": fe€dm,�htw�srb.�nSte�ueai�,nts���W�ttytn asnariiinnue>x�uet�uce FN2�xsd4�fjns�l5eenr&tieiAlNtascDsrag:fiets0hi5e3,rs<irttBltusekmfi9ae.etku 4gS:St LaoeBlvd. tite'm&r�irrt �q,t�va,rrt>.i,+ErSyoTrnwt,�NhN,kTrrnOfrffFpg«segM7Tntt °+upo;4re ,rT :heg6(u3,tc xqz«>,-xgCtr�n:ax�3u,tsa�yr;qu: .rp'ik'vfer e, P�:349,4b CappighiJ',19IGA;IAeafTfassas-Auld�nyr7 mae7f,"P,F; RerteduHioealJ.hsdosument;igiuytafm fcpiotiititedwnhnatiM1emmenpnmiyiiaolicmA-tAaotlspsuC-AiJhoogr(or5o.;ifPF; Job Truss Truss Type aty Ply Std Pac/6511 EL D A0030857 65019 J6P Jack -Open 6 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:00 2016 Page 1 I D: W?q u LcORe?LfzLe98Rj H4yH M91-wvXH qt9 Hph7XexoPYLag9vMfU V Bh0y20L9YSyMyiO19 1 4-0 6-6-4 1-4-0 6-64 1.5x4 II 3 Dead Load Defl. =1/16 in 1.5x4 II 6-4-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Ve t(LL) 0.20 4-8 >383 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) 0.17 4-8 >460 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 27 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 229/0-7-4 (min. 0-1-8) 2 = 43810-4-12 (min. 0-1-8) Max Horz 2 = 173(LC 8) Max Uplift 4 = -233(LC 8) 2 = 415(LC 8) Max Grav 4 = 229(LC 1) 2 = 438(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-4=-1 91/335 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jtAb) 4=233, 2=415. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ai�iyrimuam"�r,d�nh�stra nesiafurfr+rat3iiswsee116bhi4n�tatphxn�cMirdnre,4dilnsrEer�ta0our(fm`�aidRei,hatlT,.klP;t fehretSlniEda,n sti�s�,semafronestax( LT�Yt rplehs sultlilneta 3eRmuta�tlK as,tnrso;sg E)r�x4s stwdrtiepmsje. v�amrwntresanmseelhassaraF�:;s�n��uspYn;rzsgourrt;Y.gM deGs�mdmew srye iq r ri�)oDui/afnirsi ipetrdpuu�flus, cepc v s s +p!t :Qnthon"T Toro66`11f :P:E: ni iudtrx mds .jt+if&r. isNeiur .iAtAmeCnet lEl o:ev rd�Bsget,y5n.,!?erarr aoeu a'69 uaea�fB Rr i1 Ihr lomlS,IGstmdaaTTPGi (k glaWVM ta6w.1& swell toss. cl(gkulnysuet i!�hr rre,pl Yni .sid i�!rm/ idif d :;,. � $%80OV r; nep�Tt�wsdpwqtrt:rrm<nifot,rr,1���rdn,u,rLms?e,t!1sg��trirrr�sslcetdnri6m�kedT�it�tt�r�inyn�n,zrittn`scarp,sso.ribsoUy,tNlanaisv�ma�,.r,k5 Si Sr.tdf Blvd, arkrpin&ridWtx?airyddYulemite�.lYPihnn;Is,t kfnssurspwgUlirisKlrfitjtfinpairyar,rTrssssgne¢ftt�njjijT l'144iligpdn,l'xGnt,Tadladxij ... 44 C 0- ForkPferse; fL ;344,� �PFYA911r,2 t91p.'A,A alTrossks-�IrJ,hanYT 1am5g il(i,P.` Repjaductinn_efl3docum9nt; irtobl' hrm.irp�ehithfdw,�haunhe wti�td'n pmmnnan!{a,A 1 gaotLu;srs�Atthony,C�em4p IQHP�C; Job Truss Truss Type QtY Ply Std PaC/6511 EL D A0030858 65019 J7 Jack -Open 32 1 Job Reference (optional) Hl K00+ I Wbbeb, run nanz, — _ , wiyul,a 3 11 E om Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:0701 2016 P :age 1 ID:W?quLc[?Re?LfzLe98RjH4yHM91-055g1 D9wa?FNG5Nc6353i6voMvYylQg9apl?UoyiOI8 6-2-0 6-2-0 • Plate Offsets (X Y)— l2'0-1-b Lclgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.07 4-8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.11 4-8 >685 240 re BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 158/Mechanical 2 = 426/0-8-0 (min. 0-1-8) 4 = 58/Mechanical Max Horz 2 = 167(LC 8) Max Uplift 3 =-128(LC 12) 2 =-249(LC 8) Max Grav 3 = 158(LC 1) 2 = 426(LC 1) 4 = 95(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the hnttom chord and anv other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=128, 2=249. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Dead Load Defl. = 1/16 in 0 v N PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% apsiy n +lunsl¢rei" ux11t0u.ittKS3('Y4+i,'[i34r1[tY55[�YU'll.",A.IIBitGu{'UN[i"jYk6'cSd[wuST6ajreiel,y,rm�:ai,vwitodoa4,roanins+C�iyn�n lgem'.emne+narrTnniuoi�'[ ,s,`�ai[i<atn c�t,+:i�tredwat[co-;+j uai�aurkns`iauusse[�3ziwh}i,da u,rrrs oNgeEirntxp� sju+tipGj:+}n:sx�wmpib^rgrz,msmnnp�inahtpN,nmeluynannrusq¢miE�i�tSeltvlxN3nsuPiiasG}�in�[4lounlrulrertll Nzi<:�gnnagwu[,iate}tulne;umiiur Antbe'ri''f Tombotjl;.P:E:: aiir�N� n,nkkm[!ii#xr [4mr iaulNbre rteC:m+¢Alsndnyrlritieru[t;pS,,i3rssdeN�fhILlEnittnxlh+lR(TrlfiejndarTFn th(nu[dhnND i+rt'fri3n+Ntleinr dtin}tnftlug,s� r;lnshl6uad4ewsf3JlY`psrepns+dtliN, Y.�8OOS3 e 11ela11}psr}erm+rv��dtr dllnAesiei.e�ulhl0?,t rkz}adu}d�¢dmsNflnli ldsrG¢pveN�S%[j,19+e 1w;{NSljj V4�tITriP fSkA eUe(ee irw+y�7d:y�iinr�'tr[ia,dK:nlnyn*�)st,n[�a�:an insso�s�ri�:m.,rba.nreNiri;:d�_.a�,.,. k3, .44SI;St Luele:8lvd., ,. �' n[s}df�edl,n cenglgeMrynm inlrg lj'n7 rnaKs d,+fvN,`f�tlron,DOsp[y5tiiis i�rllegliup 0if(}�r}� 4llesrgtewto(n+r4�111q.Xll,{gtb(u+d, rea;+il �sdarntl �jR�},. ('o(�PiefLO; FL ;�A�4b' n� -�(appugh[,�,9p1,¢A�LNoiTmsszi:,Apth�nyT.'famSgilf,"P.F;&ep+odu0iaauftEisdo+umenran�ou'y'ta,msp,p6tEii@dwn�punha'a[inegptimiscianlrod�'.'klAoftrusgC;AChon},fTemGdalM1'P;[' ';i Job Truss Truss Type OtY PIY Std Pac/6511 EL D 65019 RA Jack -Open 1 1 A0030859 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design(galtruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:02 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-sHf2FZAYLIOEtFyogmclFKSzuJubUt4JoT1Z1 EyiO17 6-2-0 6-2-0 4x4 = 6-2-0 6-2-0 Dead Load Dell. =1/16 in 0 NN LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.07 3-6 >983 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.11 3-0 >649 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 328/0-8-0 (min. 0-1-8) 2 = 160/Mechanical 3 = 61/Mechanical Max Horz 1 = 126(LC 8) Max Uplift 1 =-136(LC 8) 2 =-130(LC 8) Max Grav 1 = 328(LC 1) 2 = 160(LC 1) 3 = 96(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=136, 2=130. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1lenfig riresrdem(4gniin t&a1r0 g16sf5g E4d�,6R3Rs1D5a.DM6'tkAi{(9fICY{lUtUt3'IiIXA9S(L�6u.ET'tvn �In�aeilj Fxod.4mMleclrMntdisnn Ceslp Orexr+g(I<C,nb&tsfwtlTrsla,l�tr k§r �SWtttera Crh Cw In saldnde lrH;u1( �' �_. -, �{IdvYmmgpergiens tkljttmipg7xitquktsdi ai+insstl�ge Grn�er(s,sjin lry:&leex�de sxinm/tlt;fq tuna elrctpPxr$�ntpdnuiIsla;�snyr;s}awW:¢hrtaleupdAesujts rrt�ipelelnrlhelD`tulj Mnigt.l4^ttsgsuae�aes; IxWjte N7ns,,wixiWr .A[lthcn�T: Tomr)0`IIt:P_E. nl Ne rlCn mi 4i4t is ne usP+r ddtC Ntr C:insaAlrme77eE,iHerxtl'Os irw9+uReAdR fl flri!(nlni 621k.IN KaaliFli Ik dah i frl! rAlYei skAgtuY >I ` (sici:e4aa2Yre Sfeilr �e Ndd y (i�aiai�go-s�+�s�o#r�rcalCMesJsI�A�M1Rn1,'tkmCtisnlpadwesNifB�INnrtraptedSti�grl#���hm�A(S21,It4y/j7fPnlSR(etiln tr�>>Axdpy��igns:pen;�ns�7w(>niaritse�iYs,wa+a«iie+:cea,yrtrtrafitloadrnf�«two;s , . � <e ltkirsi(isedgrrf41tu.1agsaedgeaWwtingljt'I rsmsil,r�nl:lt4Tnn rerjsGgtitirii lRlArr`i'aUgOangar nt ns Anro6ghsetagsijEt'Inq au eryAcdi sg� enesarhnl�nttkl _ 44$j St LUde.6lgd, � �arf�Pserce, FL ;�494`0 ppjM1ight:®,9A14A1Aetttmsses,Aplhunyf iomhnll! p,F: Re'usedonixallli&darumnnt ig0nj,krm,ispjPh�rted•vinh0utthe.vgmenptt>aiSswoYiom:A�lAao}irpss¢i;A6ihon},i'�?mSollf,�P.F:° Job Truss , Qty Pac/6511 EL D A003O860 65019 K01G �Truss-rype Half Hip Girder 1 [ly 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct r zuio rnnc 7.640 s Oct r 2015 Mi t eK utttusuies, uK:. YVEU Mijg o 1 UV:Uf:U& <u U Hoye ID:W?quLcr?Re?LfzLe98RjH4yHM91-sHf2FZAYLIOEtFyogmclFKS53JwrutgJoT1Z1 EyiO17 1 4-0 3-0-0 4-0-0 ns a-n.n LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 5 = 221/Mechanical 2 = 313/0-8-0 (min. 0-1-8) Max Horz 2 = 103(LC 4) Max Uplift 5 = -133(LC 8) 2 = -212(LC 4) Max Grav 5 = 221(LC 1) 2 = 313(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girders) for truss to truss connections. 3-M CSI. DEFL. in (loc) I/deft L/d TC 0.14 Vert(LL) 0.02 6-10 >999 360 BC 0.23 Vert(TL) -0.03 6-10 >999 240 WB 0.03 Horz(TL) 0.00 2 n/a n/a (Matrix-M) 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=133, 2=212. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 83 lb up at 3-10-4, and 51 lb down and 56 lb up at 3-0-0 on top chord, and 49 lb down and 29 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 3=-9(F) 4=-51(F) 6=-34(F) 4-0-0 PLATES GRIP MT20 2441190 Weight: 18 lb FT = 0% _ _ ,�a?4 weete�(airt&e llr Txluss;fsEu>i),D�uuikwcrosti"assrDttta"cra'ts=,a�a: svrt ma_ia�itettratsrntar,tte d�tetrt,,�,tt: ryt,.r. ruu?�i��smgt , �itii r Ir,rts�nt�rz�e. Dxrt�„�.I3��Ft,�,To 4+; >-.� Nieteteu,ft�FVses.te.'.dc?sKMwID@4k.eo(dltr ses�y�e�a.tslpe�lflrgnaap�p n�'nexp7QPnpnrttczsa ji�tddtrAtt_,ul.�gneettgn3pwsi h7fu hesfspdLrcsagCtl,n tF�fa�.he r36td asnlwI ttNsn nu 7ax?irtt�tt u7di fir. :�jj�jOnp T�TOmboIi�; P,E'.t zdnidk3sG>Iaenfkl+a3tt�tgty tvEit+dtl6wtt.C'tiftvsanvts eredtr3S,6ulmrJ e(}eet.mYst,Maedk,J�ilMtefp•led6x frc(�Eftta#Iwi rngptptrdtlelparu(,die,#ditiJ�i€gfady.fizqu&9dbius9bu�.ttaUleYuDsgei `w d�it: '.3 �06$3 - ¢ettltvr elpaMipebifsr larttTEnKt9@ti DatfawtiuiclgsdtSves#7k1Pz£frs36,ulxn4Styfvtxezhctyt(St rhiicte7t7 rReM.S4:lme rct�x'�Iwt,r�tt, r??ne ttte:sDxtA63espndakei�tllt�eSrfiti is Peups, tiss Gscu,ftgsal+sl,ittlFsa a�?iH n7esi ga51 _Sfti l�tr0;B1Y(is ;. e�niftHdnelstrtz7idsettgeih�+n3r+yir�l�itst(eds'aePass De'rgyrgm�nNDt by trrYej w,tg�es[msirtitrt lCpieerds+k r t k �rbut('aa srtli,) vetp ltlE�. � ;foPjp941,�, tGld,AlCeanecese3,AinfiGorl.lcmbe ip;N,Gapredudiaii Qiihit dammeny jq ddjt,ai esptnhibifi>1.wi164cJ ifie rrit3¢e pGtm3nidrbum A•l paerjtets�f: A%thc tt�ioet¢II( P.I::., Job Truss Truss Type QtY Ply Std Pac/6511 EL D 65019 L01G Hip Girder 1 1 A0030861 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 3x6 = 5-0-0 5x10 MT201-16= 1.5x4 II Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:04 2016 5x8 = 1.5x4 II 3x6 = Dead Load Defl. = 5/16 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.49 8-9 >477 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.44 9-10 >532 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) -0.11 6 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Weight: 86 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-0-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1349/0-8-0 (min. 0-1-9) 6 = 1349/0-8-0 (min. 0-1-9) Max Horz 2 = -52(LC 5) Max Uplift 2 = -1512(LC 4) 6 = -1512(LC 5) Max Grav 2 = 1349(LC 1) 6 = 1349(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2994/3557, 3-19=-3792/4640, 19-20=-3792/4640, 4-20=-3792/4640, 4-21=3792/4640, 21-22=-3792/4640, 5-22=-3792/4640,5-6=-2994/3558 BOTCHORD 2-10=-3277/2818, 10-23=-3292/2831, 23-24=-3292/2831,9-24=-3292/2831, 9-25=-3267/2797, 25-26=-3267/2797, 8-26=-3267/2797, 6-8=-3252/2784 WEBS 3-1 0=-1 78/264, 3-9=-1315/1105, 4-9=-544/665, 5-9=-1316/1105, 5-8=-178/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1512, 6=1512. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 393 Ib down and 457 lb up at 5-0-0, 164 lb down and 195 Ib up at 7-0-12, 164 lb down and 195 lb up at 9-0-12, 164 lb down and 195 lb up at 10-3-0, and 164 lb down and 195 lb up at 12-3-4, and 393 lb down and 457 lb up at 14-4-0 on top chord, and 99 lb down and 236 lb up at 5-0-0, 37 lb down and 97 lb up at 7-0-12, 37 lb down and 97 lb up at 9-0-12, 37 lb down and 97 lb up at 10-3-4, and 37 lb down and 97 lb up at 12-3-4, and 99 lb down and 236 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 13-16=20 Concentrated Loads (lb) Vert: 3=-138(F) 5=-138(F) 10=-74(F)8=-74(F) 19=-57(F) 20=-57(F) 21 =-57(F) 22=-57(F) 23=-29(F) 24=-29(F) 25=-29(F) 26=29(F) a�rsp Fimvdxxglirrenrrtetl�o,tiiesssls�u.t��.ei��itituusc�konestaircufur[a�roa,.rssesuirriaalx�win�.e.�ntmixtwrtum:i.�u��:ipo� y�k;otiu�Gnnrrl�sGwa,u,rx�i>hishn�n�,r�ixz�.arad.�aiiee�ij FJiT:kam@r dNts tiliktseslnRx7Wti Midi nslnssgesge Eipuxfr Speotbthpu- G s�qu .i Jq�esnu®rw� �aGrrrd- xtin,�,x�ig�ey to a Gug,agesugim t�rnnlnyss mnn¢ssrxlnl lie•Gar,u.��rym,ti�tartednnc'Ar si. �Anthon'T,'To xiTit-'.P..: aiiwd�tuT�m+pief3gimxr tr7rjdmo e,cefl4emxnswuo`n.aeueaanq;ura i»s�sipr,axrmLngt'�dn�mnwx,mn�tes ^cyw.tyan,fhrm�ottxsnsxl}trry+; r;8008�3 E ne szitorD•s,�!�G?I'i�x utnin; �nkia,m �r,Me�rtCx;mge9 en2t li�ir rtn�wss,��rr�,�o�,{tufr,W }gltr (tl i53il eUoln� �rcr�+nd�itiT�txi a�niatnyx�n�:ns{�`s@n trusws�pe�imuon,�gttK,iiitassuam�<;wk„ -..: tgemluGfiud r r4 cetlt tPwI1�11.I mxru,thN_lk ruts ht to aiengOlftttaB o<q xTmx$mm� ti�safn i,itt lll,n m(Urr a reitddntlmigl. _ 44S1;St Lope 6tvA, � CeppigM�'1a16A�,1 HeolTmsses-,ArhheyTT mta ilC:P,f;Re,ledom>�pfl6.is dotumanl; in uuy kne,is piphbiipdrrdhUuiffieinfienpnmtssmotremA�ltap}ttcsuC.AthneyL7oche'llf➢;E' Job Truss Truss Type Oty Ply Std Pac/6511 EL D A0030862 65019 L02 Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:04 2016 Page 1 I D: W?quLc(d Re?LfzLe98Rj H4yHM 91-p g mog FCotwey7Y5An B emKIXF66X?ymD cGnWf57yi015 7-0-0 124-0 194-0 7-0-0 5-4-0 7-0-0 Dead Load Detl. = 1/8 in 4x8 = 4x6 = 4.00 F12 2 3 1.5x4 11 3x4 = 3x4 = 4x4 = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.13 5-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.21 7-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.06 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 73 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 870/0-8-0 (min. 0-1-8) 4 = 870/0-8-0 (min. 0-1-8) Max Horz 1 = 53(LC 12) Max Uplift 1 =-643(LC 8) 4 =-643(LC 9) Max Grav 1 = 870(LC 1) 4 = 870(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1951/1824,2-3=-1886/1836, 3-4=1951 /1823 BOT CHORD 1-7=-1547/1737,6-7=-1545/1744, 5-6=-1545/1744, 4-5=-1546/1736 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=643, 4=643. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard .9miy ilmv ams{syrtne hr.lilGr 11mSfiS'stiiir Ei3.UiilYii(.iii,14JIS r'aiiGtl{WfdjlllkETiLKWSC.iaa.ie�rtlh p,rnavrssdYsiva+lutes lnishnlyIDx is;(IP",WisetsnsrlTsk lu;t_tfx Sksiaetge L1 siin lui�i nesii;uli 1 i4liicsuatks rldss r5dtkuaakrxeii�hle,rd:! lsitrn.Okge&p.�fu Sie;ictlpfejb as ft: sxl tasgl[79 aalsntnpmt�ns{rahp�rnl n;mamir:syaviil3thrdal nTsef,Ge sh;kTu, la7^td<ivalDpali uesr163 T�enyr u a[xs, Ixla; elnuc sat Sid. iSntflOfi':T TOmlio"III�.P_E". nliiefdn rutxa7tc�lda� nrnt A:ieVdbaQ aiC<n`risa>B.NsEs;ea: �neimtfii•s�rio�usl I�kitl dsit(WnsWsiSluepn.�sdiF[t itee(i„side NO IoY�dsuofNsT s`s¢tl[i gEvsTe{,I jµshd e7t„�psta,ii�,a�,J f:a�ys+•-:Y �80083 �� tieBrlfui G•S�Sri+��oEiAn 4lfxlea sc nvns50^)lRzrmdnse ip:�[arsdflar ilS r[r pFeee3le;ti+�iia u�`r(I[slji sfi le`(IrTPI lSS.l etieln stGc?;�Ssdpd3,,mi.�Nldafixrftir}ynzh�TSn rslie[icsAU ltssU•vgu fi?tsGrapba, ?tilirys: Yush�ne�ukss :44S1St.IuCIE`61Vd. i9ai4isiufiudl, eancel lgQ°!j tiv+rc�g lirii nhri d>•.tecirsYDe �[aq�rii catmhfiwy ai[�r •f sstncs tesnmaf IfruiaH fuaia�irdwa miia�refre,{n:s:. ForE.Plerc¢, FL',�34440' dp"ytiyhi®9Q14A:1RsofTrusses•AuiQdnyJTaaSgilf,P,F. Rapmjutlx�'�116isdocumeai:id"an�iot{G,rsp[g6iE�edwi[6Gosihe iicfie�ipamisiianir¢m`]{[i Raaft[ossii'cAtthooyFTge5o71t,!P.E' Job Truss Truss Type Qry Ply Pac/6511 EL D 65019 L03 Hip 1 1 �Std A0030863 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:05 2016 Page 1 ID:W?quLcRRe?LfzLe98RjH4yHM91-HsKAtbDQeDmpkigNLu9?sy4UOWoNh9iIVRGDdZyiO14 4-11-2 9-0-0 9 8-010 4-0 14-4-14 19-4-0 4-11-2 4-0-14 0-8-00-8-0 4-0-14 4-11-2 3x4 = 3x6 11 3x4 = Dead Load Defl. = 3116 in 3x4 = 5x8 = 3x4 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins. BOTCHORD Rigid ceiling directly applied or 3-11-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 870/0-8-0 (min. 0-1-8) 7 = 870/0-8-0 (min. 0-1-8) Max Horz 1 = 69(LC 12) Max Uplift 1 = -626(LC 8) 7 = -626(LC 9) Max Grav 1 = 870(LC 1) 7 = 870(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2284/2320, 2-3=-1718/1653, 3-4=-1652/1649, 4-5=-1652/1649, 5-6=-1718/1653, 6-7=-2284/2320 BOTCHORD 1-8=-2077/2095, 7-8=-2077/2095 WEBS 2-8=-657/844, 4-8=-419/583, 6-8=-657/844 NOTES- 1) Unbalanced roof live loads have been considered for this design. CSI. DEFL. in (loc) I/deli Ud TC 0.65 Vert(LL) 0.15 8 >999 360 BC 0.82 Vert(TL) -0.34 8-14 >678 240 WB 0.33 Horz(TL) 0.06 7 n/a n/a (Matrix-M) 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=626, 7=626. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 78 lb FT = 0% aniy Flas.finepflrrertru 4uDnessa`s�; n3iiinusseroansrccSsieariR�r'ajtrsrxar;[suisrizn'Yuil�duSp�;xm.4xssel ieslniu�s l�SsEesiS,Dn Yiq�P'n>d=Ile l,naylLzk Of} �!y,�SlentelgSws. Grlsss�a 1ses�dn6eiCtl,W� iTl wdnstutsees� mo-ntssa ss Jm D, a 4a sr?surkp jn: �Ftc ie zms®fie aaw c, ir�,� ipsesourt q r seandm gr im rg7pnwtoauisoi iris r i t.hamr do cw scar Antfioii J To fiatit ?E. ed dy;„sw;cjt,rt.s:m,esr a igjdmc ce+o-sp:M ,;Pes ntustyon�a.'w uae�anirt'pea rmx�daspe ie�etTFEt Regrind hsmoarreirrvasnAstnss d:l timrr; r �r:(� nssadtr�., slar m m,arcl ;; Y 0 neSritvrDeuanaiennie�nanstD¢iraarczsiPOdnttek,cntsapsfyl9a�aiiSSgrl6dlti•niSleidnnatkgsxdptipe�Nlt[s9gnsjrsMLsoxtiiitsdnl:ssDn7igsDs6sJaperoeETsssumnse,ux $8083, s6iyrnurndltr(anil.i�nt,rNa�risylipn� rnr(rd_aktnesarreretmern:mtnrr�Pirctmp r�rhafi�n%yrgn�r.ntrgai Cni�radaimanA:sa u�irti,, 4451,5h W'lI Blvd, � ._, ForE;Pterce, FL ,39446 4epyiighY,t�91Q1¢��LReoijmsftf-,Fot4onpTim.eili��,Er Reprodonix.¢I�h7sdoryment�non�hrm,is�pjghf5iiydrtahpott6ewrine,¢�pnmissionfrgmAtlA off,psus::kmhooy�[Z?ehd3lf,.'F:�= Job Truss Truss Type Ply Std PaC/6511 EL D A0030865 65019 MV2 Valley �Qty 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:05 2016 Page 1 I D:W?quLcRRe?LfzLe98RjH4yHM91-HsKAtbDQeDmpkigNLu9?sy4e6WyhEgIVRGDdZyi014 2-0-0 2-0-0 4.00 12 2x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 48/1-11-4 (min. 0-1-8) 2 = 37/1-11-4 (min. 0-1-8) 3 = 11/1-11-4 (min. 0-1-8) Max Horz 1 = 23(LC 8) Max Uplift 1 = -18(LC 8) 2 = -32(LC 8) Max Grav 1 = 48(LC 1) 2 = 37(LC 1) 3 = 21(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Nuxe�-neneS:n��;eiesfta ilr �Et1USi5(SEIFA';rx�UilitNL8N83��if (6iRN!"C'rojf:r%7p.JE9.Ml hrrs,ErnAttsvBtycea��raiiedrd�eal5:i inn tiyaefl ryn4r,N,fr S,n�T rnaotll,l..idreea Sunkeiprems,La r�'iiii5e a'-Jn?a it9,ali tltri,xudz tse le*r/nKbrtu7ff�Nx:e�.) Lett e; i t' 'en �e seAnrr7jRP nKrnau �raexne 8lht.unl rein e, ni4t to 6rees d�usu313Tmr .a d�tet.(90ee1 ara irN to 04.rsass,aa turcsln#3 art«">Yt utalM-n -. ,11ith6ny'T Torlbo Tf ; iiE; s�fuddlSTni tend q>�do;u.�`ny iNv erdth0 eUn C'at75ac�waEti�9der�e kl6ty7esilld , ru�c1dt4 3f�.J,'Sb1yM Ivd Weed yi �'$rPtl l?eh(ra.N dtll l.OuE utgel[std$x �c5t aidnlfvd yr Wtt( �'Awd.mwxd6w:�p)i[I:IeH nSKi.b?y�. • `z $rJQ$3 - .� .�� 2eeuep,dprmdtien)ar dssrerserusaaei�oa[hryn:+ssucr+d,�eesan�sw�i+�usdla�emntsrt�tiwaitr necliN,a ercrreueateryeerdy>;ly, iw �cesac�esraa�ro-lnrt�eTrrc�t_neec.realspsrec F,;raae<<nska+aaelenrus g451St LuaeBivd,.. " � p3n�ittdinrdi(eleasa3ate�geicv�nl'prnki6eC'Eiisn �rsipfgnWr',i.X�i,#s,ta¢iN as+p.�ctr n.r,na��nrdet4 xdey`.hrQitrn(t�,�{Fs le'eeiL�lrl.k�. ��'�(��yri9t!�10)4,A1�allitastrs;Aalfie^/1,IamEepl,P.Etepindy�ienctihrsdctnmenflgoiipTraBpruhitiitld',n6guu6ewritteoparmisiraGtga�d•Itsortla;se-Apiheapticv,.5ellf;:P.F; kb�`Plerte,FL.�k,94%. Job Truss Truss Type Qty Ply Std Pac/6511 EL D 65019 MV4 Valley 4 1 A0030866 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:06 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-13uZ5xD2PXugMsFZvchEPAcmLwJsQh4uj5?mA?yiO13 4-0-0 4-0-0 4 a 0 2x4 e nnFVT 1.5x4 II 2 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014frPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 131/3-11-4 (min. 0-1-8) 3 = 131/3-11-4 (min. 0-1-8) Max Horz 1 = 61(LC 8) Max Uplift 1 = -51(LC 8) 3 = -72(LC 8) Max Grav 1 = 131(LC 1) 3 = 131(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 12 lb Ff = O% ................... .. �:�i ws,H�ss�y:,�it><� tits nossJ�swa'f rtsftii7itussmrsrnt€ricara�misu��� su�rcrmrA;rssith5�rat�>Is�saisdt=g snnt;nss[�� rs�rsiujt��s FS�r+t�util.mt��sdrcie�ttss u�s5s�:�ssm dma, i�,sri dli;ei�;awiKWYftslrYie�Sti6ybrlDtbpd�d. r 1t n.�t�ftrytreaya SnaNj�nrxa iSeAet,csrtRdnptSrgt� aujlnil�rdtkefrcvt�e�auNuier t tws3+F's fa�essyia65srsryt n5 tai lw5}i(i6a1 ceda till _irte5iptf5t lureliiSegneW"xss,sn]aiia£ < ( .Srittiori}+T Toz7bollFyxPE:: ,.: s�ne�dn rntiinu:s'vLfyhaxr`ipastrer.em.�ur tie'�yn�+«adyj=��rderzif���fjmuiti ractaSae iCp�§'aspi uydii.&y fa?�4,ymi Ilia`a:;ddacr-0vF`a�,uttrcrt9einss 5s�t-isadayantte;�y+inansrsa4 ar�.zseFaerx?e51�,w'ar� 3�u083. �(tiAtrlj tA¢�14SrrillifGlt p}Ylt49tatr56ltWt�iNJ(iC'JSH{r�0lSrc1�.RNTd5rif6}NC6$15�'li$Ttlf®i�{fr�{IiL�{r MRiid.ltRt 1!(ii6L<IW rSYN)R4Lh.'R rii-Q~�t'IMSSftIMpHi1k�.R�taR1 �'iSSRttkltS��S �tt1RySQfLjSJlr&Sf&{ii59 USaidQACS.iVtSi .�••'.u� CI �.�•. V. o'Lci�ie9}cede`piLea'ri3�etdasttrwtdut�,r`e){ro�ie5 xx(d Ril tsstntphr4m.i,N7r�id ci5rj:lsig�pihs}nUlS.le�Rnrdmd kep t¢fdci�e!'ttasmsii�lr4k�, a�1, t tU @,6) �' `- � ,tar)`P.derce,FG.3E4�G,' Cupyri9tl�;�Dlb�hlR3eiJsesn3^3in64iri Igm26111,P,[ i pnmdua�c(Igtl6isdaa5manyiacayt�sn Sspsa6i6itednba�ts6awtintapttmts3fanh�¢m;A:�faolJsutsGS-11"�hcayt JecOdI11P,�; Job Truss Truss Type City Pac/6511 EL D A003O867 65019 MV6 Valley 3 �PIY 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:07 2016 Page 1 ID:W?quLcr?Re?Lf7Le98RjH4yHM91-DFSxI HEgArOX_OgISJCTyN9ozKcw98K2yllJiSyiO12 6-0-0 6-0-0 1.5x4 II 2 3 2x4 �5; 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix) Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 221/5-11-4 (min. 0-1-8) 3 = 221/5-11-4 (min. 0-1-8) Max Horz 1 = 103(LC 8) Max Uplift 1 = -86(LC 8) 3 =-121(LC 8) Max Grav 1 = 221(LC 1) 3 = 221(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-203/335 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the hottnm chord and anv other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=121. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard _ ��_ � �eirsy flmE�r>y1..rmesW IiE ��TIQSS�{Stit%!'p&Fsi1!`EtkifltQ57n�f[€Sl NCL7Rril:LC9� -6Y�+i"kin'6r7t he{rrsuP Welled s( t[il Rte t:Pj1..('� riJ[�F;�'�6t ifhegi;i nxm,l rt4ErA Sf ni�iirc nr �ESSG�S:h, G'IRx1 Eo�Rif -sli;ti;atxir; tYeiiln;ten.�itnfze lQ�[bhvfwra) eTtiis ns E uen a {er�`.ip esthatefineriJb'Crtlrnextnai.pfeitderArarsu4sp ee rn:rnt3±eh to fErasr�o;txsinpfins teF sd:adir}Qo lr utsr itla._flea gens,.+}�a?ia§q ae3zxty w+i �thOnyT To[AbOIfI;P.E: a ht 4 r y Qt �S4t51 xeAlfr [teree._tdaaalsAete rt 56EMdd.QikfLQlefS le�nr,ACet=sfir8ea atnaH (rlR,G hF 'MSiL+IU �S.�eit G'�dawial sd'tiE tadea�tFtE{FUlI QCa tE/�.ItEa_£.1 e�Bl rIKS 1Q Ir#19tt}thltrt�31erJIN2'�E'h�fblCl r]e iskPFD=.� - �SSS�$3 } 3elaf�i eaps. oalr�thaR•r �1mtsuatt{t2thQszt,fupazitelm/pn3e+eesYt?s,OsdsgGmpt��sCS e'jta'xatdmlSSfr of kjiNss6SYJ,ae refre�'dke remiryils+e tN• anusSsYfe7 sgR+spa/ eSCMi�ss es+eaet:Inn OectR,G Er i,R xNaafiunK safest 44515t, L. e-BIYG,. iejiu:r awata§trCu'iriaQeN ge�Sauifl�j dirsr�s�sredrnl ss tEil�fijm"i�i NQl Re fe�rrA eti�x xtr as�lEEaGSfe naat�aa+�.Gi¢rtln ¢eaxcssnd,la°edk lPo P_, - bit'P erce,'FLs"I49$Cy,. 3topyhr4l�i?1QIdA�TCnnfTressef-A�i6,ce�llnmlullE;P,E::_pmduujnnatl6tsdammenf;i4aiiy€emElpiahi6ited n6eeJE6iA7jnt�patidssiathom�yifonllruises'rAm6esr1Tea6411E;;P.E� Job Truss Truss Type City Ply Pac/6511 EL D 65019 MV8 GABLE 3 1 �Std A0030868 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:07 2016 Page 1 I D: W?qu LcR Re?LfzLe98 RjH4yH M91-D FSxI H EgArOX_OgISJCTyN9wV Kfg96m2yllJiSyi0I2 8-0-0 8-0-0 Y n 0 1.50 II 3 5 4 2x4 1.5x4 II 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight: 27 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 92/8-0-0 (min. 0-1-8) 4 = 137/8-0-0 (min. 0-1-8) 5 = 393/8-0-0 (min. 0-1-8) Max Horz 1 = 144(LC 8) Max Uplift 1 = -2(LC 8) 4 = -75(LC 8) 5 = -214(LC 8) Max Grav 1 = 92(LC 1) 4 = 137(LC 1) 5 = 393(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-258/111 WEBS 2-5=-344/552 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=214. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �a�nusFsa�t,�a.�Ntir„nus�fslu�&zuit"?tu{.rrosar+rsnt�ax�xi+nllnscat+r�uri'.b'�::rF�ht•,npcFlasaF�iia�eas��,;nwi��p.naaaltetsa'�{,aFatT'F�o�r GraFSSSgaa�aratUl�fiast,;rec�{W�a! radi ,, � yy eV:aweh4.{4teash.. itt'+dMAm16@4rsi5i/ lthts �stg�fgGe Yy rvcfi(�uaNh tte�paylWnpaaexfnwytauaxnefafrtsaaaligh atlyni{ws3+,1ef7n Gsfesi}a�Evtia}ri s ty1 (�sGJipsdT ceWIN�;(4�Nsi�m taa�'InfagttdGsss WsYr� sAft Ofi- T. TOt'1t10�1tp ' �E.: Ufa iudhasT slam si#st asil€MdaiaSi:etr P�Ceytvavaatd edas3ernfu 3a purxsmk.Ti GBf tKadb tvdYa=lu 'slc�adi{sl rar <aadUti fee Sakisscd3FIaxsaa:elG Y �.P.. ,' t< 6 t � rs� � 4ti at 9m5�ay;taaygave[maFxdi"ra�3Sur h as{a.`�sr4 � 8t7Q$3 Sela.'lar asi{aam{r�etia$3s?assda{a.BFt'Galfaipaist¢lpees#(ai{rgrtcpua�4-!'sja�sannlSWap liilelk} ry{riSbdae teiFsaessdtapantpndeF7 ttts9s3xstggitaasd+eu�e1, sa!(akCCtu;asyln'ishcnG,pHt �sFssaarbiryriin{ 44�51 St; tuti e:Blvtl. '>leaiin9froe{hati'rsiapeHa{fabctdrrrljeir{a�i, FFhriI H:;FeiessUesi}s,NJtp;xisN.p€gak aF tstpshsEryhrtsdcttsr�y;.d3�rtFrq'tnt'palaislc ecdalli. E;PlerM F,t...y94F' CopYnbE{,$tiOlbAl�ca(Tiesses;lnl6cAYT.Tdm66)It�P,E tgprodNdpnojl6asdncNmea{,iggdp(.sa,dprQb6i(rd:ttbesli6pxtjpenp{smsts€dAin®pT,feolTusstt•F�tbe�l TertballG�F,E; Job Truss Truss Type Oty Plv Std Pac/6511 EL D A0030864 65019 MV10 Valley 2 1 Job Reference (optional) I W d A 31 09 07.08 2016 Pa e Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 120 15 Mi I ek Indust es, nc. a ug g I D: W?q u Lcr? Re?LfzLe98 Rj H4yH M91-hROJ Vd FJx88O bAPy01j iU bi?gjyluYEB B P Ut EuyiO11 10-0-0 10-0-0 0 0 1.5x4 II 3 5 4 2x4 1.5x4 11 1.Sx4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 43/9-11-4 (min. 0-1-8) 4 = 21419-11-4 (min. 0-1-8) 5 = 54519-11-4 (min. 0-1-8) Max Horz 1 = 185(LC 8) Max Uplift 4 = -116(LC 8) 5 = -297(LC 8) Max Grav 1 = 51(LC 19) 4 = 214(LC 1) 5 = 545(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-345/147, 3-4=-180/282 WEBS 2-5=45W719 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=116, 5=297. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 34 lb FT = 0% 6U3�'n[Pf!"ttnjwiPnkitte }tfJ ltlfji� t[llu prlrttlt�[iFt.{tfl{ar�'i5 [Ft1E� w..,tit{���[�FPRd'rit:j rSS�FFR(3ifll3{(!E{Pi{!EQ[1S•RIS[S11aG 7Titnrt[tr+ptftii7iFirlttL�3P[Ot,[rLRtlTi:tFi ttF4P i5L �.A5FM�t. St C"dp�d itif�tEh �1rI.Ft A!!ii' tiEF Sli:dtrs'ZIu 3t1{eNdf iP� t 11 ri}Ct _ ,t,U46:(tGFdf?t{ntllp�FFtilFi F3d�rQrtt!tFClfp Pit!)IPetl i[tPliPFti .SSi R{nt!lIPIRSrW3lhfitl rar!eVFter eslFi131ts / atdwdF rjprElr LFt4 Fn I'[MEl Fr9ff F ;lTijsl EtIIf'.tESt1SlPlr"7, x.'tnClFOny.i TOr;)60111i P.E:. ;;sEddnrn dpraLzldalustn�sa�md[wi} ern}�iCaandst�ErFukunra I�Fr,l�aMrs�rr�t�astFefmdtriij?6leairnl rxurpaRnFuoPdaf_�isxrf}E„ist�xRl��mttFi'�Meewsasw�iEr4taR,µc�?�d. #BpQfs3.. " aFt"rut*,apn Pzdi{aa�r tteP+3 sliPK,a�P rE'RcrufRx>?iiEcrr fssw��e uat,rsdt'.�znnlltsr�stdF�tF nFstiu oFllh PFE.�adF r�Pi�;3at�. tnt dmF sa;teir e,�M}lglsnFz dngl ;�eFt rsi,tgFE t>t�a te�rgn ci m; e�Fm�q nwl 445t.5t E uc[e llyd, Zt, ` Fot;piert , F,1.;344,1&, mdce 1 lemEglll; P. itnp"yng¢t�i;l�lbh;F{adiYetsu��m¢gnpt.InmdellF,-P.LisprodnEtiengt%6asdaoroenfirtgnyltaEiprpfiid�edx16ceiltiebrlF'tnp'trmisstadher2AlRooffntsts�(�_ y , Job Truss Truss Type City Pac/6511 EL D 65019 RG01 Flat Girder 1 �Ply 3 �Std A0030869 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:09 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-9eahjyGxiSGFDJ_8akEx1 oEGf7LDd?ELP3EQmKyi010 s 4-2-3 7-9-0 l 11-6-0 i 5-0-0 i 18-9-13 22-6-8 2,3-of 4-2-3 3-fi-13 3-9-0 3-9-0 3-6-13 3-8-11 -5- 4x6 = 46 = Sx6 = 3x8 = 2x4 II 3x4 = 3x8 = 2x4 11 3x8 = 5x6 = 23-0-0 0�1-4 4-2-3 7-9-0 11-6-0 15-3-0 18-9-13 22-" 22r10ri2 O�P-4 4.0.15 3£-13 3-9-0 3-9-0 3-6-13 3-5-11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W4: 2x8 SP No.2, W1: 2x6 SP No.2 OTHERS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-3-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 16=-1856(LC 4), 14=-1941(LC 4), 11=-1941(LC 4), 9=-1856(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 16=1948(LC 1), 14=2225(LC 1), 11=2225(LC 1), 9=1948(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1881/1844, 1-17=-946/850, 17-18=-946/850,2-18=-946/850, 2-19=-946/850, 19-20=-946/850, 3-20=-946/850, 3-21=-1001/864, 21-22=-1 001 /864, 4-22=-1001/864, 4-23=-1 001 /864, 5-23=-1001/864, 5-24=-1001/864,6-24=-1001/864, 6-25=-946/850, 25-26=-946/850, 7-26=-946/850, 7-27=-946/850, 27-28=-946/850, 8-28=-946/850, 8-9=-1881/1844 BOT CHORD 14-15=-744/654,13-14=-744/654, 12-13=-744/654,11-12=-744/654, 10-11=-744/654 WEBS 1-15=-735/821, 2-15=-726/755, 3-15=-1567/1761, 3-14=-2036/1873, 3-12=-1576/1811, 4-12=-1016/990, 6-12=-1576/1811,6-11=-2036/1873, 2-121, j8:0-2-8,0-2-01, (9:0-3-0,0-3-01, (16:0-3-0,0-3-0) CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.31 Vert(LL) 0.03 12 >999 360 MT20 244/190 BC 0.12 Vert(TL) -0.03 12 >999 240 WB 0.23 Horz(TL) -0.01 9 n/a n/a (Matrix-M) Weight: 334 lb FT = 0% WEBS 1-1 5=-735/821, 2-15=-7261755, 3-15=-1567/1761,3-14=-2036/1873, 3-12=-1576/1811, 4-12=-1016/990, 6-12=-1576/1811,6-11=-2036/1873, 6-10=-1567/1761,7-10=-7267755, 8-10=-735/821 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1856 lb uplift at joint 16, 1941 lb uplift atjoint 14, 1941 lb uplift at joint 11 and 1856 lb uplift at joint 9. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1373 lb down and 1426 lb up at 0-5-8, 135 lb down and 200 lb up at 0-11-12, 184 lb down and 273 lb up at 2-11-12, 384 lb down and 458 lb up at 4-11-12, 368 lb down and 435 lb up at 6-11-12, 368 lb down and 435 lb up at 8-11-12, 368 lb down and 435 lb up at 10-11-12, 368 lb down and 435 lb up at 12-0-4, 368 lb down and 435 lb up at 14-0-4, 368 lb down and 435 lb up at 16-0-4, 384 lb down and 458 lb up at 18-0-4, 184 lb down and 273 lb up at 20-0-4, and 135 lb down and 200 lb up at 22-0-4, and 1373 lb down and 1426 lb up at 22-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 9-16=-20 Concentrated Loads (lb) Vert: 1=-1373 8=-1373 17=-135(F)18=-184(F) 19=-384(F)20=-368(F)21=-368(F)22=-368(F) 23=-368(F) 24=-368(F) 25=-368(F) 26=-384(F) 27=-184(F)28=-135(F) a�r,s nmvmsRlurc,� N alio cna�iS.1a"�r3ur!uuscl5�nnos"eatitcu}^rm��oeoslnd+sriRa'i"irysay,�xi�,s,N,,dw+;, ssr sce�cipm, �1a�,au,sin>srrpixuyisr,�,,yi>a,t�o,K, �ss;�,�:rrad.,eercu.yi/ ialet relic sd kaee ne m„i, as u,lnsso eEs {r sr�,er6p age �unym�Jya a ®, ,mwr mwg rsa q e ns ra r,asapxeF� rre �yeacixrrtonMP s nml i et q,uue c, ,esruanac wesuq. T,S4 .:/htticwj ro ',P-E:, ui is••d pu hstxmptiJdrl lsWn r r15,tiFjd1h Cr,r-4sC ini MFxgeE gaC,r lixI"Ifz,�➢y i R uderldffitIC,Re6Cnihs b�I9:1G st�arTFLI ikse ddh, IC0a10 fi•�dn,dtlefrrss s1sC tm n !i}N,o-nd sad t Cx asrrrA d-::' y m tit�- ntSpli C`4�,Geti�rt 4t(exlnit,ilGn,1C1d1rrydrtSidryFdueid7kteirts I,�. PM / r1+ ! - mF r,.- j' $0083 � ur ,,, e. < r 6jNnllSRtrl�S welr',xsillSQjli;t'�111TP a18r.ItrUAge dLsrnetlgiS.h;R IFMI f9PKSflrniJ ky,151111r FA jS0111.Tl53C'S,n#TiOfi Otll�iy+6tVle2 �f62f IR'tch�rlN dSt1 QQ51��t. LU�1�;61Vd� ik is,k6nd)rgiani(!s eejeth n.�![p7jvn tllrhM krnssO rttgg6 rntCr l,6 Iut6es,y n,rh siAn eGixa upaidttq dilspCdherlxcmisbay,m q)rtl 06a?ier6e, FL.;34940 -Cdppigh�67PQI¢A':I,AetTmsszvi-,Autfionylh®Srr,7[i,P,��Reprodumo&:etipisdnrstmeet;igeeytarmisp)ohitittdwuhuotrA,easiineRperm{ssi?oheoi7Caiaolfsossz3;�AF�ooyrjemhpllf�'P.% Job Truss Truss Type Qty Ply Pac/6511 EL D A0030870 65019 RG02 . Flat Girder 2 3 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: /.640 s Oct 72015 Print: /.wu s Oct 720 to tvn t art 111MUS Ies, n n.. vv nay „ e 09.. 4 52x4 II 4x8 = 0-6-4 5-3-0 Plate Offsets (X Y) (4:0-3-4 0-2-0) LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code FBC2014/TPI2007 2-0-0 1.25 1.25 NO CSI. TC 0.22 BC 0.08 WB 0.03 (Matrix-M) DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 4-5 4-5 4 I/deft >999 >999 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 Weight: 80 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 Except* W3: 2x8 SP No.2, W2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 92710-4-12 (min. 0-1-8) 4 = 616/Mechanical Max Uplift 1 = -903(LC 4) 4 = -590(LC 4) Max Grav 1 = 927(LC 1) 4 = 616(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-500/538 BOT CHORD 4-5=-540/519 WEBS 2-4=-308/343 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated, 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 903 lb uplift at joint 1 and 590 lb uplift at joint 4. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or -other connection device(s) shall be provided sufficient to support concentrated load(s) 465 lb down and 498 lb up at-0-3-14, 128 lb down and 179 lb up at 04-12, and 184 lb down and 245 lb up at 2-4-12, and 303 lb down and 346 lb up at 4-4-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 4-5=-20 Concentrated Loads (lb) Vert: 2=-128(B) 1=465 6=-184(B) 7=-303(B) RvxrT fleneSsn�lt;erc�fletrt �tltlS'v3(S4tt9"pta%�71t;1t%.tiOKSt"4�S1f77 H}"YPOjt Kgv4: KKt Nt'liivtfnit,dseLs psrze'uscelsespeti..att.'smsl:parh�iltfiselif: sfw�i �ei+Alt:_riGtresa ilrntefen nc�i i�+:e s=du3e [-0,ee11 �' ;Wet eauJs tLlis ilaEe�,w'tn belribN.1Li.)vT s9tsp+.,,igbeul%e,'jacaN(_�tarh3teflrrmtFCnpeuvi.,.�ufaetxftt xths zn4upceeahrnspn>�&tinMGurrd�s¢�Ix,4m er{2rdwd(96rdr rtRlflI..;Rrh gnsapsz&Stfe3mu esesahY_if r'�'�o11�y T TorTvDor111`,�P.:E:: sar�iva'ticsfnts4rd[S��is�ripigCr&d.7reKr t•Cce+l vxke nlftcfer.�et alrcr$n�ptrs 5ftaketd&�ff3lQ'viB latdta:Fv(id z6lfil Tugpatia6ei Ptu pr5eMsddttrnKs x�x y>sa.4vgshirte:3klmwa3kix�K,slakteM +yu,al 9;�. 3$Q683 �e kb r s,��e�tisUmhr 1K u'sssefM6ke P5a(taps:hi c(tvhavesitestr+GcpucCts's'�.tiaecAx�iil'¢3Bstsitr 41esdSR`Asereh eviddtayev�d�deav,ia4,ds§ves kLir<rsv 8+>fi s+Ot�.ry kueL ssCts gwytlrss Miv, fagun¢l;nsski4Jerte±i: afeit g4$S.St L.iCI�BIY(1., ,i�tu?i ts4trveliiK toed€galedsteehitisTirelifw s;7el ed.rtei fsQts�SGeKIt 3rtaeLr+swan riiRts3ssiiaryrvsndas�ain`j. En ie}daued na. z<t;; ds9edhifFG .,. _,,.. ,. � , , , F4r� Rlert FL �i494b' Inpyrigdt�!IDIbATRaafTtasses;3N1s'9eyTlnm6tilihptiieprodada�tati6isdatumenf�igonp(ssysspieh�i(eQ nbee7ffierrtinepptraussociianidTfaofiruts�-j�m4atz11ea53JIC;�P, Job Truss Truss Type Qty Ply Std Pac/6511 EL D 65019 V4 Valley 6 1 A0030874 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s 0A47_2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:10 2016 Page 1 ID: W?quLcr?Re?LfzLe9BRjH4yHM91-dg83wlGZTmO6rTZK8SIAZOnV LXhPMV3Uejz_Jnyi0l? 2-0-0 4-0-0 2-M 2-M 4.00 12 2 9 a 0 3 2x4 2x4 zzr 4-" 4-M Plate Offsets (X,Y)— [2:0-2-0,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix) Weight: 9 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation qu de. REACTIONS. (lb/size) 1 = 95/4-0-0 (min. 0-1-8) 3 = 9514-0-0 (min. 0-1-8) Max Horz 1 = 8(LC 16) Max Uplift 1 = -40(LC 8) 3 = -40(LC 9) Max Grav 1 = 95(LC 1) 3 = 95(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 40 lb uplift at joint 3. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard a�n rit,sa�,ifafrr.ir#a, ptryynmz;�Dalc;t�.ataa�-rais$i�iw[�^ar O'ithaaa,•�aysn mnetn�![i�}t;�raraimiad[r:�.;mt�[p�#¢,.r�¢tjwjitai»,nr +tn�i�i� r�e¢[aasfai.i�tss[ u�[n,.aea�edna¢�,�iz `� stxmr4task>a{r3sdrnID@bk:it,l sr'sis,srpk{umL[lracc4f[sN 9tlMnailGAaepesextpxti:r�:rdrst#eissuxu�r{tuenr acd'ssg±+DFju M[eshKbsm�kL sepaltd:tYatt70rtir¢cfetltta'�dr%smn�tsIizs}sollstytx7>)Gfi. ".. .�.. .Ta "fiOIli^' Mth ny.T m. R.E: �ne�6nim lttq S9lsgsFtadtipWlthdl`�Gu}Zd%�.ey sacaaut[adeuahek,6q'1n�d7,Ku#&irif�t M.t,f sktndL Y:i.th xitPi}fk�Pe t(dp[1.Dalq r`�S+ls d}t �nx¢aa4 prr�ar sbrzuxneiauslvihCee)i+i`Vn:(ii 7�� 3BQQ33. " 3i1�dap mnr m!litliiit S,'ta'icsdni®nk-7-`+x�r ¢iS+S,`net3Wi .Nrss+tis}wffisd±'I ke'ae�eejt(SI��Aiui ftimM34tive sit:�mdtxres»ei sliea.,IN lsnrzstt rf iav u+coedit s'ikt�sf5esynr;Itats6rtya Ggxxr¢i,sm: :4na blest 5I.SI`. 4 tiiCi'8 :tvd .' �ietili$r otthel4rrfes3 a�algaba�cy�k`rdlryrpss u¢VN: Ritas 9n�}sFnjwwl%r8l3h Mdej assgis. arfnss3isied,Et$iv xAej}ua f�7.Guinsv f4z ¢nc yftelklfiL_.'... ."..• e,. tupprig41�5+318A;1RdaiNatseS;¢njbgsy11om6di11iP,Cfpinduoiaapi6isdotumtn(,iagug(}mstpwd.6Aedr,.Abperldaw>rptpjgtmisiEpehom.Alfactiru3st;AM6esfl:Teir6pli(;•P,E;. ��(�ple(Ce`�La�?[9,44 Job Truss Truss Type Qty Pac/6511 EL D A0030875 65019 V8 Valley 6 FY 1 �Std Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:10 2016 Page 1 I D: W?qu Lcr? Re?LfzLe98RjH4yH M 91-d g83wi GZTmO6rTZK8S IAZO nRAXggM UcUejz_JnyiOl? 4-0-0 B-0-0 4-0-0 4-0-0 Q 0 2X4 4.00 12 4x4 = 1.5x4 II 2x4 A 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight: 22 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 134/8-0-0 (min. 0-1-8) 3 = 134/8-0-0 (min. 0-1-8) 4 = 28318-0-0 (min. 0-1-8) Max Horz 1 = -24(LC 17) Max Uplift 1 = -72(LC 8) 3 = -75(LC 9) 4 = -86(LC 8) Max Grav 1 = 134(LC 1) 3 = 134(LC 1) 4 = 283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-211/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 1, 75 lb uplift at joint 3 and 86 lb uplift at joint 4. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard . �Latiq�Renr iur�^Irmir=tte 17i � 71USSri(Sfller'''E5'ilst;Et4.8CU%�)fi5te1hN5igRi�1'tX1A:W�.glMa:Isiirhe��eeri'SttsaireA dnet�i4nsaC�4p r rti[�t;.ai�:si�i_n mii4ti te.rrrs1ien{�ire se.�r,s d3n:�e s�laSe i[�;al� iL;a['aprJn;ptsesiesi6rnNMhr1GHU mold.}tS-s iTEetusnSt.Sett("sra,'elydnesrip2[tpnrx nx,ytw�mluxnSa r•I eee iy•rirnii+:tCtut«tnpdheiieikin r�ndt,&e riUulr nsu lt4t:, Itrasgr» ryr+6 rycawsest a£hwti; r thonyTTombo+II:,PE.; •.• s�tirdd¢t csteintixwit�ggl�ier ExRj:�.Re+B�eer1�C;__YleeAo- tdataler�t rmf j7e tyur.,6tc�ti &JC,S�I�odP,IFultzt'Oj'alts%Di 1, l»yrmAdiSeiPwsir 4ells.�d�r 4+i��f�M; sh yea<.ir[ans3t�ssEfltrrh et�i�f� '. ':�80Q83 ` 3eEa:OstfeJt+tnlRetiaYf i�,�essdtttbktl'OstlHrroflssedr*�kdnx4t£s AWN gGsrw:CSe'ti.Mxsnc}rrSPpti dallritteadlt.Ani«C•.rtudMyrs^elslece.(NSdaes9EresrC uiaG,fsnl fag sRhe rxsswzgeujirsa Gsc¢hgsr¢l rcm dsd dne�leiS t 4453„'st acre atybr r,�tdinddndhctur�a�,erl�tcbyiiarl`•v`e1?trr�n4sd ed?'tel ns lrsipry�ece,i NJl4dnler aGaik esrissirutaEe inrdct5a.mp,tpiifne nattx mzr¢�d�ittl{, �ForC i?ieri-e, EL. �?Q46, ioQ'ybgtf�;4018d;IP�6etirzsset-AnlpuLrt IdmBolll,,f,L_' Geptnduu�aaoil6iadommanymgnyrorm,tsprok6Apdj.4daep6ewTiitthp�rmisfionimm�dradJnts�f.-�aiM1sny,11eQ5kIIGP.�_ IF Job Truss Truss Type Qty Pac/6511 EL D 65019 V12 Valley 5 �PIY 1 �Std A0030871 Job Reference (optional) rs a moot a cusses, con raerce, rL svaao, aesgntga_iuuss.com 9 6 4.00 FIT Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:11 2016 Page 1 I D: W?quLcR Re?LfzLe98Rj H4yH M91-60hS8e H BD3WzSd8Xh9GP6DKb7xyA5wCetNjXrDyiO1_ 4x4 = 2 3x4 1.5x4 11 3x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 1 = 193112-0-0 (min. 0-1-8) 3 = 193/12-0-0 (min. 0-1-8) 4 = 525/12-0-0 (min. 0-1-8) Max Horz 1 = -39(LC 17) Max Uplift 1 = -97(LC 8) 3 = -102(LC 13) 4 = -186(LC 8) Max Grav 1 = 200(LC 23) 3 = 200(LC 24) 4 = 525(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-349/454 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 1, 102 lb uplift at joint 3 and 186 lb uplift at joint 4. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 36 lb FT = O% s nna r '.e t$v trutpnw,sfla?ba s [rasrorsrautFziuraggdma rerra 4a'�94.jma uaxradFdr,ail' ; : a; 6r mrj4dfoarsauv:�e.iurdaaaiti�G ' � :WeCsw3st µses cia;rNntB,tMa tuJDFanar�:d.��r�sa�atipFeprarste,ly�aff{.ginMsCa u[garlGPtsi�;!xfeaatepmndceseh[�evligcaetlq h.pnsifi7fn in&+yadE�saj�taa ig aedanttt (ipuf tss arMt :Raa genw�az+�tglquasaus t �mary "' "on �.. `T •. `.: .., ..: ors"taw`,rnn�umi�ra3usu�cpeuns.a��w�F.ius�,`�+gen�wr;�Iu�pnai;f�aar�eywo�dtt¢�arn�negis�daaira�tpj��se.?d�enu��rt.meals;�:nc�va�sr.�"purt,rMrey«r��� ;'fin oFiI�.P.:E.. th y. T om �e1':aq aa�atde¢6ii5e sa,�tsar�im�rs�cwr�.��ralfa"a::Eav�,vasue�a��oeszc'sr�i�:s�Er„a�sraar�ha�eArnie,»mriaa�,m?�k:arllwat�a:�yt�a41?rtwT tse�a�ylhnGas�ra�Ra� Rnu�wnRa�st 4d5� 5 eg483,.:1v '� .� ainaist9ytmd§tadtssvJageefs{arti riArJtlrthtu�es3isl eLlet efs 9asl�&"�1hN5idtJr�ler asyrse mrisirthnEsaf/eerdsykecae}lGutdxue('erseritslf�d'tyitl�. .1• �t t8`8 �' ,' .. Foci; Pierce, FL ;ayQ45, op"yra9l�'�`191blylFpotjtsss`td;�yolk4tyl Tdm6n111;P.E fepraduuioeailp�sdnmmaat;jngrip'( a� aiprd4�6ArdxgdQaJ,IM1e+cgnlppgrmisstorhpmAdtoolircyse;:�luthe pi Iec4bpIP,E. R a Job Truss Truss Type Qty Ply Pac/6511 EL D A0030872 65019 V16 Valley 4 1 �Std Job Reference (optional) Al Moor I fusses, rOrf MerCe, M J4y40, ne5lgn(Ola I1rU55.GUFTI 8-0-0 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:12 2016 Page 1 I D: W?q u Lcr? Re?LfzLe98RjH4yH M91-a D Fq L_lp_N eg4njj FsnefRsfkLD iqM u n60S4 MfyIOHz 16-M 4x6 = 2 4x4 4 4x4 zzz 1.5x4 II LOADING(psf) SPACING- 2-0-0 CS'_ DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) n/a - n/a 999 _ BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC201411PI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 269/16-0-0 (min. 0-1-8) 3 = 269/16-0-0 (min. 0-1-8) 4 = 732116-0-0 (min. 0-1-8) Max Horz 1 = -54(LC 13) Max Uplift 1 = -136(LC 8) 3 = -143(LC 13) 4 = -260(LC 8) Max Grav 1 = 279(LC 23) 3 = 279(LC 24) 4 = 732(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-487/576 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 1, 143 lb uplift at joint 3 and 260 lb uplift at joint 4. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 49 lb FT = 0% .. .._....... ,aiA"�•e:nv!}r��,iif �inusr; fSwrrFtaeai*ine.smrrSssirsita��€l 7..,i �..in�a<:1, na:ip�!>Ifs Ct rx�(��. [!�d'rsieaFPht',xie, h_6i(ed`■Eupttmiss€oah'omA+lteolGuats::Adlbc yl tecGo')IC_P, . Job Truss Truss Type City Ply Pac/6511 EL D 65019 V18 Valley 1 1 �Std A0030873 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:13 2016 Page 1 I D: W?q u LcRRe?LfzLe98Rj H4yH M91-2PpCZKJRI h mhixHvpaJtBeP u BktkZpBwKgCeu 5yiOHy 9-6-8 19-1-0 9-6-8 9-6-8 4x4 = 3x4 � 9 8 7 6 3x4 1.5x4 11 1.5x4 11 3x4 = 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a - n/a 999 MT20 244/190 10:0 TCDL 5 Lumber DOL 1.25 BC 0.27 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix) Weight: 61 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. All bearings 18-11-8. (lb) - Max Horz 1= 66(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-143(LC 8), 9=-285(LC 12), 6=-285(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=509(LC 1), 9=499(LC 23), 6=499(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-380/406, 2-9=-410/565, 4-6=-410/565 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except at --lb) 8=143, 9=285, 6=285. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ............. 1�� dasr�rrr�'lrnih■Nt lS! nilNSU(SEllEr'j;EEMflilSf4tlti053ra3A(€ShtAJ'Gl�ii`ilS7$.:.'49 NI'km'.tatrhsgFaa;s,Yrs¢Iiee�ulrn63 nss [ti*ip mh;tfG[�pt`�tStIS ql lramU;;tildnerul6enielulese.ttstuoras ise sSnlaSaiC9,.arC . ! Ni-li:enatzlfats.istiastdfa t'alDf byrefdA lG ss isFi{hee¢yspnk(iutl vts sr#nesrSGPtspesi�suxiepts:tt`gxMrtht.s_,tmreNq aqus3d�'flc 4rer9ry`dCxsiSjliirn nf�ltadw,79Qtal; tuu7ltN 'IrMsmnr+a}�rn.':.hrz�q attest ssl>3Eae _ �fdtu tUsrttiater`n {tdt is rt ptlrtirafmtQeetr C.0 et(sr 7iCgeitrA[I B ytir utira kx&a( UCgi}i.la,dts�%'nj,tlt7a'7 { tAgpttfdd6[IQWa Sei{t,td#trim xidog.f m;ws6iegyi dmwssd6r `iS;Elp G+rnFa tllOn, 86To 690lf:^9P, E:; esgnmy�x�r«srEst=:nramwrcaawte:Klueesate`w,symearltu��zisap�ir�rtai�r�tt:atetirt�;ytfnaKm�rssau) sf€ta�trut;Rnutl `'.' �e(�ttt�ntd6yt�ttu44Nrgteiger6pt�NtHlm3ts�rsl tL.Nin3QesSys694t�;<N7ffipetleg tsSasRcFass3nxr Fghre.t4st2 fin}l�.igtk �n/ht�stncs.8e`ta�Sa lfl Fx �-� 44�S,St6iU $e,6jYtl, _;� F8i .Pierce, FL;�34Q,gt� op"jri9!!g?9dldgl�patifx9s8;,taide¢pi lamEaill;'P:FS feprodumontii,lf<.isdommceyjncag[ to aipia9ibrtedLa>de¢)f6c�rtSenperminFanioS�Aitaoiitcistr�;Apl6esyl Tart6dllC;p,E� Job Truss Truss Type Oty Ply Pac/6511 EL D A0030876 65019 WG01 Flat Girder 1 3 �Std Job Reference (optional) Root Trusses, port Pierce, t-L 34948, oestgn(aoaltruss.com Kun: e."u s uci r zulo rnm: r.oau s uct t zu to Ivu t ea utuusuies, urc. vvcu r uy j t ua.ur. t� zu ru vayc t I D: W?quLcRRe? LfzLe98RjH4yH M91-Wb NamgJ3 W_uXJ 5s5N Hg6ksyxB8s115A4ZKxBRYyiOHx 3-0-3 5-6-13 8-3 4 10-1-8 12 6-12 14-1%4 17-7 4 3-0-3 2-6-11 2 8-7 1-10 4 2-5� 2-3 8 2-9-0 Dead Load Defl. = 7/16 in I4xl0 13x8 — � 34x4 4>� 11 �x4 11 �76x6 = � 3x8 = I 4x108 T1 T2 4 4 4 1 82 e s e e 15 99 14 94 13 94 12 2S 11 26 104x8 = 27 9 lb 3x8 II WO= 7x10 MT20HS-- 4x4 = 4z4 = 3x8 = Plate LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x6 SP No.2 *Except* Ti: 2x6 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x8 SP No.2, W2,W4: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16 = 7523/0-7-4 (min. 0-2-1) 9 = 9106IMechanical Max Uplift 16 = -2814(LC 4) 9 = -3194(LC 4) Max Grav 16 = 7523(LC 1) 9 = 9106(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-6977/2649,1-17=-13540/4779, 2-17=-13540/4779,2-18=-24427/8872, 3-18=-24427/8872,3-19=-29410/10584, 4-19=-29410/10584,4-5=-29410/10584, 5-6=-29410/10584, 6-20=-24018/8532, 7-20=-24018/8532,7-21=-14792/5215, 8-21=-14792/5215, 8-9=-8222/2869 BOT CHORD 15-16=-483/1402, 15-22=-4779/13540, 14-22=4779/13540,14-23=-9107/25054, 13-23=-9107/25054, 13-24=-10584/29410, 12-24=-10584/29410,12-25=-8751/24622, 11-25=-8751/24622, 11-26=-5215/14792, 10-26=-5215/14792, 10-27=-566/1615, 9-27=-566/1615 WEBS 4-13=-2349/847, 5-12=-2012/713, 1-15=4704/13289, 2-15=-5553/1917, 2-14=-4579/12179,3-14=-5231/1955, 10-1-8 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.97 Vert(LL) 0.3012-13 >678 360 MT20 244/190 BC 0.86 Vert(TL) -0.6212-13 >327 240 MT20HS 187/143 WB 0.89 Harz(TL) 0.08 9 n/a n/a (Matrix-M) Weight: 341 lb FT = 0% WEBS 4-13=-2349/847,5-12=-2012(713, 1-15=-4704/13289, 2-15=-5553/1917, 2-14=-4579/12179,3-14=-5231/1955, 3-13=-1634/4818, 8-10=-5185/14695, 7-10=-6945/2428,7-11=-3750/10430, 6-11=-5038/1827, 6-12=-2104/5495 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide metal plate or equivalent at bearing(s) 9 to support reaction shown. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 16=2814, 9=3194. 12) Load case(s) 2, 14, 15, 16, 17, 18, 29, 30, 31, 32 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 577 lb down and 453 lb up at 0-3-10, 169 lb down and 196 lb up at 1-0-0, 184 lb down and 215 lb up at 3-0-0, 290 lb down and 216 lb up at 5-0-0, 2579 lb down and 1366 lb up at 6-2-13, 1557 lb down and 804 lb up at 8-2-011558 lb down and 793 lb up at 10-2-0, 1558 lb down and 785 lb up at 12-2-0, and 1561 lb down and 772 lb up at 14-2-0, and 1658 lb down and 790 lb up at 16-4-8 on top chord, and 201 lb down and 153 lb up at 3-0-0, 118 lb down and 96 lb up at 5-0-0, 118 lb down and 96 lb up at 7-0-0, 118 lb down and 96 lb up at 9-0-0, 118 lb down and 96 lb up at 11-0-0, 118 lb down and 96 lb up at 13-0-0, and 118 lb down and 96 lb up at 15-0-0, and 122 lb down and 92 lb up at 17-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 , Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-210, 9-16=-20 Concentrated Loads (lb) Vert: 1=-577 6=-1558 4=-1557 5=-1558 15=-201(B) 2=-184 10=-118(B) 17=-169 18=-290 19=-2579 20=-1561 21=-1658 22=-1 18(B) 23=-1 18(B) 24=-118(B)25=-118(B) 26=-1 1 8(B) 27=-1 22(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 1-8=-230, 9-16=-20 Continued on page 2__......_._ _ .. __.._. ...._-._ ...... _ .... _...._ _... Concentrated Loads (lb)Aii. ���¢iy�Ametsss�irmkzft< alt_:i 7tUSi.s4SEtirl�,E.#aSC`;Et4.trOram�rS lhSl A�'YT+a)SOI 4DWL9t tir2:tn3+.hs{r r¢ti[nsudtes�d ,alYi;ttss titryv trxhitl(rc;wake kNcsj'1 �ermld;t£te ret;e SirUEdirt est b:esi�iis(�tl taSe,r$,rtly ; >... ' Yatt!mrJt a&n slfH�s>dEa aiiLppiett5il tt'fis 7r.a °, sa, lec?9a rrn anA,e+,nr7Wnptsmnxl:1t edCerfi,uutignxenry:nprshstcijrtfnNSerdMsarhliniesF ar(m,It(JD,eEa rth,l(II`Ga ryrn�p�ms;h ssnntces,szadr!. th0f1}'. -TTorbt0,lI1j RE.,.. �`aine dAtst s1uaC tf ttrsi=m- utl.Ceutsrravtit dwjfat 6v �es� 4tEe c'etdil. AC1i;M13; lndtu!-rAx3ir41 rleiipiEt4dE6[11aju Sefat.cd#ritci xia, ss6 sd, xShtairadk !Cu • r . °I c s ; }+x �i (.a *r � 35 miter t d � � x 80083, 'fte ndry etlaan tAtteAu'ef lAx'ais tequ�Bal^5w'rurrxt'istElr+rk es atPDfG Ggx�s;Sdey_i xs wtl(Sftstlisl Er'ttad ilEl ne rdvn Mtrs^el tii aa•iN awes,Mtrgeasb �}scrzl #Aeitm!T•ssGes y.s..Iro Qzsx�Gr�eu ttt mttt�adna teksi qd5 St LUdq Blv 1, ,< a:$Ea3�saflimra§f.t��g�mt�i�;,�E}ditaanr,dti:itr s:teap,FtjSi�i<r�rd n,it y�vr'sitsslm,tepnnde,t aai;�q�ntmc artsa�ct�ler,_ • ForCPierce,�FC<s349ga' [npytiglt6Ls.191�A;lAnofisessis;.11olfg'syLTombelll;i.E ■ pioduaidp'eifdndemmtai;igge}trm,rsprnbihited.Afigc�tEfiewr{pEeptsm¢sEairom,9-itaailmssif=A�t6esrlaemEn'll(�l',t; Job Truss Truss Type Oty ply Std Pac/6511 EL D 65019 WG01 Flat Girder 1 3 Ab030876 Job Reference (optional) Al Koor 1 russes, t-on merce, rL J4`J4b, oeslgnLaltruss.com LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-508 6=-1384 4=-1383 5=-1384 15=-176(B) 2=162 10=103(13) 17=-147 18=257 19=-2292 20=-1387 21 =1 512 22=-103(B) 23=103(B) 24=-1 03(B) 25=-1 03(B) 26=-1 03(B) 27=-1 07(B) 14) Dead + Uninhabitable Attic Storage: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-8=-210, 9-16=-20 Concentrated Loads (lb) Vert: 1=-303 6=-862 4=-862 5=863 15=-102(B) 2=-98 1 0=-57(B) 17=-78 18=-158 19=-1432 20=-864 21=-968 22=-57(B) 23=-57(B) 24=-57(B) 25=-57(B) 26=-57(B)27=-61(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-147, 9-16=-20 Concentrated Loads (lb) Vert: 1=314 6=507 4=522 5=514 15=74(B) 2=157 10=69(B) 17=142 18=151 19=886 20=497 21=506 22=69(B) 23=69(B) 24=69(B) 25=69(B) 26=69(B) 27=65(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-147,9-16=-20 Concentrated Loads (lb) Vert: 1=314 6=507 4=522 5=514 15=74(B) 2=157 1 0=69(B) 17=1 42 18=1 51 19=886 20=497 21=506 22=69(B) 23=69(B) 24=69(B) 25=69(B) 26=69(B) 27=65(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-147, 9-16=-20 Concentrated Loads (lb) Vert: 1=314 6=507 4=522 5=514 15=74(B) 2=157 10=69(B)17=142 18=151 19=886 20=497 21=506 22=69(B) 23=69(B) 24=69(B) 25=69(B) 26=69(B) 27=65(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-147, 9-16=-20 Concentrated Loads (lb) Vert: 1=314 6=507 4=522 5=514 15=74(B) 2=157 10=69(B) 17=142 18=151 19=886 20=497 21=506 22=69(B) 23=69(B) 24=69(B) 25=69(B) 26=69(B) 27=65(B) 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-147, 9-16=-20 Concentrated Loads (lb) Vert: 1=-506 6=-1135 4=-1151 5=-1144 15=-155(B) 2=-165 1 0=-83(B) 17=-1 10 18=-217 19=-1921 20=-1126 21=-1204 22=-83(B) 23=-83(B) 24=-83(B) 25=-83(B)26=-83(B) 27=-87(B) 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-147, 9-16=-20 Concentrated Loads (lb) Vert: 1=-506 6=-1135 4=-1151 5=-1144 15=-155(B) 2=-165 1 0=-83(B) 17=-1 10 18=-217 19=-1921 20=-1126 21=-1204 22=-83(B) 23=-83(B) 24=-83(B) 25=-83(B)26=-83(B) 27=-87(B) Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:14 2016 Page 2 I D: W?qu LcR Re?LfzLe98 RjH4yH M91-WbNamgJ3 W_uXJ5s5N Hg6ksyxB8sl15A4ZKxBRYyiOHx Standard 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-147, 9-16=-20 Concentrated Loads (lb) Vert: 1=-506 6=-1135 4=-1151 5=-1144 15=-155(B) 2=-165 10=-83(B)17=-110 18=-217 19=-1921 20=-1126 21=-1204 22=83(1]1) 23=-83(B) 24=-83(B) 25=-83(B) 26=-83(B) 27=-87(B) 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-147, 9-16=-20 Concentrated Loads (lb) Vert:1=-506 6=-1135 4=-1151 5=-1144 15=-155(B) 2=-165 10=-83(B)17=-110 18=-217 19=-1921 20=-1126 21=-1204 22=-83(B) 23=-83(B) 24=-83(B)25=-83(B) 26=-83(B)27=-87(B) qni -Fl tl rnsll reiizY rrc I I IOw Ti6,1 r 4 z s ?r r. 3jY.EeiP663R�ttttl169407LA((OSICIIy"UlYE1j2GF67f:fPiuGT tae�nd(•tuiQpyseaxtsdr¢ieWs u4es lnis8e�0a 1gFl0"��x�111e 1t0.arl Tuklly] Ie an�SiniS�ner�Cc�tunSe lscs�ItlGeRA;W� prieii�erllehsrlA�atllLx3e'G9atsl�i+s�iqstDn�a@�urCaSrewgGnesZgsr�nprto'tgenaS®roruamrrxecgn�s6mm;.spouit�4ti�trs3admsurkimslydnrarop I��re<Tnyi�d�.�u�sn,isrrretrters.,sanr� :.pdtlion"T.Tomtiiy"it[-P.E. ai�dm cizrequrmq swsnriRirurxe.o.rs;�sc;�niaaumdgssniset�V g)e o3euQeAtfh411'I4it(ariMlsrslk7furtd:a1Tt41 fh simnlfiDs�l rr�lard6eluis �a�.c kuT n ,aoy.�fm� �m�ievsamd,; y �::'80083 !: ileDlir Df�rF�,GeleAsr, dllMesFs'r��, tlill'!i l,'d7, rt4q( Irym�a£s/1Htf„ rr . ��• •,,. QM �f y aL i ps�Cet a`udk ' �r �,Sisry�s�n:a`pu�tr,��rgrmsd53v1en�IR«�rl&pr2gF�fi�e'twlasDmslnynsvp3�rsltalsewtrnsD�ni,.pm-�a?rKq;erns:l�nfae�u 44515t LuetOBlvd,. IlleivhiGi lirJl epayrruunKgr yrc�slm�N lNlrmOapGgbtgii r+Jfltltatlup0<ii}vux)mstsna¢E.p xtsturi�lliy-3ilaipdktd Msi ve,st�usmJ117 — Coppig6iT6,t016A;IteatLnssac,AelhonyTTamS�!(tlP,FrRtplodoeioq'yfltilsdocumeuLioeuyturmsp�pfiiE6zdv�ahoultfiemmE6pelmtsuaofremAaiaatLusu[AethooyiiasrJ+�o�Itfp.F.' Job Truss Truss Type Oty Ply Pac/6511 EL D A0030877 65019 WG02 Flat Girder 1 3 �Std Job Reference (optional) Al Hoot I cusses, tort vierce, VL 34`J4b, eeslgn(ala-I rruss.com r[un. s.ovu a Uu t cu !OF I 11L. s.o— 1 — a 1-- —.1.1— .. .. _ ..,.a ............... _..._ _ _ . ID: W?quLcr?Re?LfzLe98RjH4yHM91-_oxyzOKiH IOOxERIw?LLG3U83YFM 1 XSDo_hlzyiOHw 2-7-5 4-9-3 7-0-12 91-12 10-10 4 12 6-0 14-7-4 2-7-5 2-1-13 2-3-9 2-0-0 1-9-8 1-7-12 2-14 3x8 Dead Load Defl. = 114 in 2-7-5 7-01o2 9-0-12 10-10-4 26-0 14-7-44-9 -1-4oA Plate Offsets (X Y) V[2'0-1-12 0-1-8] [7:0-1-12 0-1-12] [9'0-5-8 Edge] [10'0-2-4 0-2-01[11'0-1-12 0-1-12] [14:0-1-12 0-1-8] [15:0-1-12 0-1-81, [16:0-4-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) 0.20 13 >851 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.36 13 >472 240 BCLL 0.0 * Rep Stress Incr NO WB 0.95 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-M) Weight: 286 lb FT = 0% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* WI: 2x8 SP No.2, W2,W4: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16 = 5854/0-7-4 (min.0-1-10) 9 = 8319/Mechanical Max Uplift 16 = -2659(LC 4) 9 = -3581(LC 4) Max Grav 16 = 5854(LC 1) 9 = 8319(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-5364/2478, 1-17=-8742/3859, 2-17=-8742/3859,2-18=-1605417381, 3-18=-16054/7381, 3-19=-19142/8631, 4-19=-19142/8631, 4-20=-19142/8631, 5-20=-19142/8631,5-21=-19142/8631, 6-21=-19142/8631,6-22=-15335/6812, 7-22=-15335/6812, 7-23=-9890/4350, 8-23=-9890/4350, 8-9=-7345/3123 BOT CHORD 15-16=-4211993, 14-15=-3859/8742, 13-14=-7381/16054, 12-13=-8631/19142, 11 -1 2=-6812/15335, 10-11=4350/9890, 10-24=-650/1498,9-24=-650/1498 WEBS 4-13=-2107/761,5-12=-1935/697, 1-15=-3880/8745, 2-15=-4361/1928, 2-14=-4039/8385,3-14=-3331/1240, 3-13=-1434/3542, 8-10=-4455/10104, 7-10=-6214/2570, 7-11=-3054/6754, 6-11=-3777/1591, 6-12=-2257/4724 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide metal plate or equivalent at bearing(s) 9 to support reaction shown. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=2659, 9=3581. 11) Load case(s) 2, 14, 15, 16, 17, 18, 29, 30, 31, 32 hasihave been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 577 lb down and 453 lb up at 0-3-10, 169 lb down and 196 lb up at 1-0-0, 184 lb down and 215 lb up at 3-0-0, 290 lb down and 216 lb up at 5-0-0, 2027 lb down and 1101 lb up at 6-2-0, 1214 lb down and 641 lb up at 8-2-0, 1209 lb down and 628 lb up at 10-2-0, and 1219 lb down and 613 lb up at 12-2-0, and 2293 lb down and 1034 lb up at 13-2-13 on top chord, and 525 lb down and 712 lb up at 5-0-0, 283 lb down and 325 lb up at 7-0-0, 321 lb down and 369 lb up at 9-0-0, and 321 lb down and 369 lb up at 11-0-0, and 321 lb down and 369 lb up at 13-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 , Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-210, 9-16=-20 Concentrated Loads (lb) Vert: 1=-577 13=-283(F) 12=-321(F) 14=-525(F) 3=-290 11 =-321 (F) 17=-1 69 18=-184 19=-2027 20=-1214 21=-1209 22=-1219 23=-2293 24=-321(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-230, 9-16=-20 Concentrated Loads (lb) Vert:1=-508 13=-250(F) 12=-283(F) 14=464(F) 3=-257 11=-283(F) 17=-147 18=-162 19=-1801 20=-1078 21=-1073 22=-1082 23=-2036 24=-283(F) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-8=-210, 9-16=-20 Concentrated Loads (lb) Vert:1=-303 13=-150(F) 12=-170(F) 14=-283(F) 3=-158 11 =-1 70(F) 17=-78 18=-98 19=-1124 20=-671 21=-666 22=-674 23=-1265 24=-170(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 . _ .... Uniform Loads (plf) ... ;t54srzFsg-tchrstF;earn�t�s`tlfrtt?'ax�ld�t4u$1u11Y43PilE4,1;F:.t¢'n3u�i �SEli�ivi3,tFi+xes3i}inE,Eti:!i(+ks>amS'%tNt Ii�EW:.a.S. [B�$ii44ktlQi74i3ts�,S3t. itN4{B1�0R.�SGty�fnb2tx6irsrs4,a:rnnp:l�w,Sttc�{eIi$entetst�tsn:ttlggrattelnasrh.gt,4tssGp*wsa3+ei3e5tfa+�faaahassipnadt6eEt:�4aajHitnstt4e¢7Eada l»Yatr;9Dsli{�re%tl iPN i0tf�gags ap�grc:; laz'sq,ua at uh,i3m, ;... 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Job Truss Truss Type 4ry Pac/6511 EL D 65019 WG02 Flat Girder 1 �Ply 3 �Std A0030877 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:15 2016 Page 2 ID:W?quLcRRe?LfzLe98RjH4yHM91=oxyzOKiHIOOxERlw?LLG3U83YFM1XSDo_hlzyiOHw LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-8=-147, 9-16=-20 Concentrated Loads (lb) Vert: 1=314 13=232(F) 12=263(F) 14=419(F) 3=151 1 1=263(F) 17=142 18=15719=719 20=419 21=410 22=398 23=655 24=263(F) 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-147, 9-16=-20 Concentrated Loads (lb) Vert:1=314 13=232(F) 12=263(F) 14=419(F) 3=151 11=263(F) 17=142 18=157 19=719 20=419 21=410 22=398 23=655 24=263(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-147, 9-16=-20 Concentrated Loads (lb) Vert:1=314 13=232(F) 12=263(F) 14=419(F) 3=151 11=263(F) 17=142 18=157 19=719 20=419 21=410 22=398 23=655 24=263(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-147, 9-16=-20 Concentrated Loads (lb) Vert: 1=314 13=232(F) 12=263(F) 14=419(F) 3=151 1 1=263(F) 17=142 18=15719=719 20=419 21=410 22=398 23=655 24=263(F) 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-147, 9-16=-20 Concentrated Loads (lb) Vert: 1=-506 13=-206(F) 12=-233(F) 14=-490(F) 3=-217 11 =-233(F) 17=-110 18=-165 19=-1512 20=-890 21=-875 22=-872 23=-1595 24=-233(F) 30) Reversal: Dead + 0.75 Roof Live (be[.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-147, 9-16=-20 Concentrated Loads (lb) Vert: 1=-506 13=-206(F) 12=-233(F) 14=-490(F) 3=-217 11=-233(F) 17=-110 18=-165 19=-1512 20=-890 21=-875 22=-872 23=-1595 24=-233(F) 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor+0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-147, 9-16=-20 Concentrated Loads (lb) Vert:1=-506 13=-206(F) 12=-233(F) 14=-490(F) 3=-217 11=-233(F)17=-110 18=-165 19=-1512 20=-890 21=-875 22=-872 23=-1595 24=-233(F) 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-147, 9-16=-20 Concentrated Loads (lb) Vert: 1=-506 13=-206(F) 12=-233(F) 14=-490(F) 3=-217 11=-233(F) 17=-110 18=-165 19=-1512 20=-890 21=-875 22=-872 23=-1595 24=-233(F) ni�iyt�mi5mt;lrrt�erYtissurn�Kisrvis�'son�us�usemsumcRs"tasrcu:urc�p,[eau[n�i��7piiTtaipp9nalNvaig(Na�suaasrrnscesig,�muypie;p�ueanan;tte�ursun",sE�Ei�pin nnNea�,iumrmrEt(cn� . UT=kim«Cer;Imistilt4tsets�,,Txit9ulr�na asaJNsgO;s¢i!Er;eun(r 51 ,ny.&) xr)tl•syl�arym rt;rzuM�irvp�acedde;nkmnn�t Ns¢oepEikir.�.5alnr�eiS?f�+s!!rms iepxA�Rt%NR IX N2n)fn l�eev; qua lid , dr• c�nesi!� ,. ,,, .. . tm`! ni � T Arittiariy 7 Tomtxr`tti-:P E:: aleYedY r,sFr�yEipdr��ssstusrsAiiAtir>ne irStogee�teA[,ancigrf;3isitiitp)Y rft�etteendhels.,zincNtrarso¢i�llwpndNrBnr�e;;�m�nrmourNrtUaerinttmss�gta§mT�,P.te,i�t.ri�.alsNu�sdis�m;.ir�ryd" .�80083�... ueSrarm;R s�3riaA{io4inrc Enrusesse xi�nsro"nr�.rmGusnip��eNN�k�7arG priti"t}Idirti�iktS�i,�n atdr'rntit�>ie�ttvN rrr�apiisre lsEsr�esrtt%,aNs�,n�ii o;a�Es�>Nl ustnxir�r:iq:o��itin q.�tidssswt+t�x, ukis ,.51 St lutie�$Ivd,. �' IRt(!(tiP�{Y9l#71WI14wYtrN'�WI(✓§Irr1�9AYf�,1}il�,_i�QrM S�eS�It3pNf{SkA(1Elti rr l7 �ttlj%}NrIYSi$;fi2,Ei;le3t(t�N(}r'�Ib}. �I�t61AG�tir/W9�17115r�11IM�1nl(• l:�ier�v��F1 ��4�4b -�Co-pyaiR6t�?Qt6AJNotTrassei;AdtAany7TamSn;ICI!,�Raxodonineo(ffissdncument,ihuti'ytorm s`piokiei(edvtn400tthervinAQ�ttA,ssinn6emAlR�ofiTipssxl,AWhonyi7.a�e11(P:L �lU Job Truss Truss Type E1ty Ply Std Pac/6511 EL D A0030878 65019 WG03 FLAT GIRDER 1 Job Reference opt i onal l..d A.... 4� no.n9.�C oMa Oonu Al Root 1 fusses, tort vierce, VL 34u4u, aesignLa-rtruss.coi LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.00 TCDL 15.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2014/fP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* W2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-4 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 344/Mechanical 3 = 267/0-5-0 (min.0-1-8) Max Uplift 4 = -76(LC 4) Max Grav 4 = 344(LC 1) 3 = 276(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-328/84, 2-3=-261/3 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc: Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. wn. r.u•r�a vt.t tau .... „,.. ....�.. .�...... �..... ......... ................. ..._. ..__.._� _. __._. _._ __._ - _�_ ID:W?quLcRRe?LfzLe98RjH4yHM91=oxyzOKiHIOOxERlw?LLG3UJMYPG111Do_hlzyiOHw 2-0-4 2-0-4 CSI. DEFL. in (loc) I/dell L/d TC 0.17 Vert(LL) -0.00 4 >999 360 BC 0.01 Vert(TL) -0.00 4 >999 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix-M) 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 10) Load case(s) 2, 14, 15, 16, 17, 18, 29, 30, 31, 32 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 194 lb up at 0-8-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 , Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-260, 34=-20 Concentrated Loads (lb) Vert: 5=-173 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-280, 34=-20 Concentrated Loads (lb) Vert: 5=-150 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-2=-260, 3-4=-20 Concentrated Loads (lb) Vert: 5=-80 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber PLATES GRIP MT20 244/190 Weight: 27 lb FT = 0% Standard Uniform Loads (plf) Vert: 1-2=-177, 3-4=-20 Concentrated Loads (lb) Vert: 5=139 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-177, 3-4=-20 Concentrated Loads (lb) Vert: 5=139 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-177, 3-4=-20 Concentrated Loads (lb) Vert:5=139 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-177, 3-4=-20 Concentrated Loads (lb) Vert: 5=139 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-177, 3-4=-20 Concentrated Loads (lb) Vert: 5=-114 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-177, 3-4=-20 Concentrated Loads (lb) Vert: 5=-114 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vprt• 1-9=-177. 3-4=-20 Increase=1.60, Plate Increase-1.60 Continued on page, 2 �asq nos ?<aa A; rnetns,t r� i1US>(stllJr}E,rAititTEtV.r(Ui7rJrsieslENj't7+a'iii[4IIk', dU'Rr'6ra.:inlp,hsutmu.attatiedtMat taEst;ttit ['sytao.Gracfi`u!`:'t istiferi to»iltrt rt actmStttiYn se tlsm des :in tx^IaSt "t0 atl� 'Yatii.terrcn; rxtsiir'itKtdfs iiilBiNktthi Astfssts:ri liaw .t,Sry'. nyJttn;s'!a ats.ect571fiPnf etx8itec rittahe det out, xrtilt •r Nt31,ryJp W4rs 4'rnsiiliLn t �tetsgsltf34ei ntn lnl !ltba x ax lal: rctBG't ult4i"a,: ' sRtiNiinp.7 Tombo Ih�P.�:Ea; fa�tU 0.a III1Tta 11 t4i;i l�lt'.�..*Jf rb t[I�r$tl'�tEfis.t tt(S ldXtl.tlaratltrl�E rz.��V�tt l2rk �'Lt$m ari �,'Ud id*tafd�kl�/.tt:rafn{{k4r aiEtdl�4T'iFW l4(Stfd4,?,t(;-<t rlKt£ t{ttj lY,BVr ta4lt{Gltlel'.�6t b,�{IOS 1faGItJIt(tir<t, K.f� '$80033 - 3e1?+Yrsg EaSR°aatriei�ef 9m �in}gkE1^5aelatraa;'htii¢{rn)t iatidMt�jdr�5s}ms�'Sa'iMaadms�(f�r(KkOsudkf.Pltsil4Sne tdnett;�dtereonl tr7ct 1"ks Ss�atsste(e;}au3+.�hscui w9 sit(kr, st �engns liau Cf4es Gpw�s ntsrt skazlaM�timtes_t g451. SC.•LU[i���lYd, .. �i' �,• �t�ni seb tedsr�twli2a�tedtirx ta+n�fiiplrti�rmt}snbd,tit�rst9ist}ilymt3;rN5tder+•�agctiiy:�t€iretsSrshaErritrtsdtiilutl"q`.i itrtla tu(ina%m,v's,lt eedaltLL;- �(=Ur�;`pefeE, F(..>34,44(ti [op�n9?I,>3.'s,iD18A��1�e6fliais�S.Ankgcrt IamEotlliP.� R!prod�tlinAotUusdammanLindi3f(t� atpry66%tedsahguJlhairrjpe'epgrmifsio6fiom�IffiollmtsE;�Ant6ssyl iorrSS)tf;:P,C. Job Truss Truss Type Qty Ply Std Pac/6511 EL D 65019 WG03 FLAT GIRDER 1 2A0030878 Job Reference(optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek Industries, Inc. Wed Aug 31 09:07:15 2016 Page 2 ID:W?quLcRRe?LfzLe96RjH4yHM91=oxyzOKiHIOOxERIw?LLG3UJMYPG1IIDo_hlzyiOHw LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-114 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-177, 3-4=-20 Concentrated Loads (lb) Vert: 5=-114 Ki�j nm,.n rxyNpreekar&ie 3tmt. rdS3yS 3'i�r�.itl[EREie aen�lan"sG�siuxrv°+a�313.e:6�Tenu er.6a �x�2ei�it�aneL�swSxtr�un9rerrrs:rey me ug��fs�$et U�ylis^te1k�Y�t r�cesrnessnr<nn ado:a�e,+i,es�t>ane reu<:E4. �liTizo:va4rrieh�s4Ul�trth ,'ae'POHh�dM u.Josiots{.Ets®eat�, siwsUjSdre�rie szl Efmim7 r�ras�is s�e�ORrtMF+k"sne�iiguK tgrzspunlB�t?SeleSgSelne�4.Tm igenlclri-N@nit sgt7lFl 14�•trsyaas.MtGass<_Lgte}tnL�i nai:5!.Rt. vliserrCxsd k ittiilq nr q?tar+,ararore neeren; calatm ,.._ ,` nntheny i' Tomhn''Itt:P[~<: .. +rrC �natc,lta�5n,'�ruohANAr¢,fNfa int lwela;�arg¢d� (iFlt IFe ettp ddMrogu�atfi�linrmd t. ,.,4itna�xiYi{i Kiysisreraantuw�gss�`Y �xrn3tnd! 80083 .,<.. •ua4e)i�us�r`�tGiaipa sMaaessntau.sID r ssermti¢ntl��sNflakfz:gGr�r.�s�it�uorroatus4i�&nrir sk�egitae;iracss+xd�!n�,iFHladnrsnLns���xmsirmtt�esaa�j�rr:non,i�?:uo��ba?raetel�ssvamaar,,��s iUmase3efiae7N1'�n�ipredy}rq:nja;g7piarncenifoi�tkfmskrr6GeEmiKkllneisllptGtluLosihAg4{alNctuil�'ill>r:2Qrttmdnllta,naoGeChNmitkS:. ...:SELu[teelVtl, 4451 y for�,Pieue, fl?34946 fap�tig�itD ?aI6A�1 i?otTiossei-,ilathnnyT 7 m5e IIrP.f; Reptgdunioe?f>dis document, in ouy Mrol ispto6i5iiedwnhbouhe wrin¢q fat�,}swgGero A=l IlaofTrQsszs,=_AclMpnyf.TacSo!!f'�P,F. J .�1 JYI�if�Y A-1 ROOF TRUSSES A FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "BCSI 1-03 Guide to Good.Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 12) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax www.AItruss.com SP STRUCTURAL CONK ECTOR'S" Al Musk, Company Hangers Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 - - - - (4) - 10d (Header) FL821.39, (2) -10d (Joist) 11- 0510.01, RR 25779 LUS24 670 765 825 490 - - - - _ (4)-10d(Header) (2) -10d (Joist) T2 JUS26 1881, 850 975 1060 1115 (4) - 10d (Header) FL821.42, (2) -10d (Joist) 11- 0510.01, RR 25779 LUS26 865 990 1070 1165 - - - _ _ (4) -10d (Header) (2) -10d (Joist) T3 MSH422 1831, 2025 2025 2025 - (22) -10d (Face - Face Max Nailing) FL822.36, (6) - 10d (Face - Top Max Nailing) 08- (6) -10d (Joist - Face Max Nailing) 0303.06, (6) - 10d (Joist -Top Max Nailing) RR 25836 (4) - 10d (Top - Top Max Nailing) 13116-R THA422 2245 2245 2245 - - - - - _ (6)- 16d(Carried Member -Face Mount) (6) -10d (Carried Member - Top Flange) (22) -16d (Face - Face Mount) (2) -16d (Face - Top Flange) (4) -16d (Top -Top Flange) THA1422 1835 1835 1835 - - - - _ (2) -10d x 1-112 or 2 -10d x 1-112 (Carried Member) (20) -10d or (2) -10d (Face) (4) -10d (Top) T4 THD26 1781, 2485 2855 3060 2170 (18) - 16d (Face) FL13285.35, (12) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 - - - - _ (11) -10d x 1-112 (Carried Member) (20) - lod x 1-112 (Carried Member- Max Nailing) . (10) -16d x 1.112 (Carrying Member) _ - -- - - -- --- -- - (20) - 16dx 1-112 (Carrying Member- MoxNailing) Us STRUCTURAL CONNECTORS" A IUI ak' Company Haneers Allowable Load (lbs) DF-L / SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 - - - - - (18) - 16d (Face) FL13285.35, (12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU526-2 2785 3155 3405 1550 - - - - (14) -16d (Face) (6) -16d (Joist) HTU26-2 2940 3340 3600 2175 - - - - _ (20)- 10d (Carried Member -Max Nailing) (20) -16d (Carrying Member - Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 (28) -16d (Face) FL13285.35, (16) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 - - - - _ (26) -10d x 1-112 (Carried Member- Max Nailing) (26) -16d (Carrying Member - Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 (28) - 16d (Face) FL13285.35, (16) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHU528-2 4210 4770 5140 2000 - - - - _ (22) -16d (Face) (8) -16d (Joist) HTU28-2 3820 4340 4680 3485 - - - - _ (26)- 10d (Carried Member -Max Nailing) (26) -16d (Carrying Member- Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 (18)-16d(Face) FL13285.35, (12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS46 2790 .3160 3410 1550 - - _ _ _ (14) - 16d (Face) (6) -16d (Joist) ��S STRUCTURAL CONNFCTOR'S" A MiTek' Compass}+ Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 - - - - (28) - 16d (Face) FL13285.35, (16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS48 4210 4770 5140 2000 - - - - _ (22) - 16d (Face) (8) -16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 (20) - 16d (Face) FL821.75, (8) -10d (Joist) 06- 0921.05, RR 25779 13116-R HGUS26-2 4355 4875 5230 2155 - - - - _ (20) -16d (Face) (8) -16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 (20) - 16d (Face) FL821.75, (8) - 10d (Joist) 06- 0921.05, RR 25779 HGUS26-3 4355 4875 5230 2155 - - - _ _ (20) -16d (Face) (8) -16d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 (36) -16d (Face) . FL821.77, (10) -16d (Joist) RR 25779 13116-R HGU528-2 7460 7460 7460 3235 - - - - _ (36) -16d (Face) (12) -16d (Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 (36) - 16d (Face) FL821.75, (10) -16d (Joist) 06- 0921.05, RR 25779 HGUS28-3 7460 7460 7460 3235 - - - _ _ (36) -16d (Face) (12) -16d (Joist) USP STRUCTURAL CONNECTORS' A MiTek Company Fastener Comoarison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners (4) - lad (Header) (4) - Sad (Header) - T1 JUS24 LUS24 (2) - lad (Joist) (1) - lad (Joist) (4) - lad (Header) (4) - lad (Header) - T2 JUS26 LUS26 (4) - lad (Joist) (4) - lad (Joist) (22) - lad (Face - Face Max Nailing) (6) -16d (Carried Member - Face Mount) (6) - lad (Face -Top Max Nailing) (6) -16d (Carried Member- Top Flange) - T3 MSH422 (6) - lad (Joist - Face Max Nailing) THA422 (22) -16d (Face - Face Mount) (6) - lad (Joist - Top Max Nailing) (2) -16d (Face - Top Flange) (4) - lad (Top - Top Max Nailing) (4) -16d (Top -Top Flange) (11) -10d x 1-112 (Carried Member) (18) -16d (Face) (12) - lad x 1-1/2 (Joist) (10) - lod x1-112 (Carried Member- Max Nailing) - T4 THD26 HTU26 (20) -16d (Carrying Member) (20) -16d (Carrying Member -Max Nailing) (18) -16d (Face) (14) -16d (Face) - T5 THD26-2 HHUS26-2 (12) - lad (Joist) (6) -16d (Joist) (28) - 16d (Face) (26) - lod x 1-112 (Carried Member - Max Nailing) - T6 THD28 HTU28 (16) - lad x 1-1/2 (Joist) (26) -16d x 1-112 (Carrying Member- Max Nailing) (28) -16d (Face) (22) -16d (Face) - T7 THD28-2 HHUS28-2 (16) - lad (Joist) (8) -16d (Joist) (18) -16d (Face) (14) -16d (Face) - T8 THD46 HHUS46 (12) - lad (Joist) (6) -16d (Joist) (28) -16d (Face) (22) -16d (Face) - T9 THD48 HHUS48 (16) - lad (Joist) (8) -16d (Joist) (20) -16d (Face) (20) -16d (Face) - T10 THDH26-2 HGUS26-2 (8) -16d (Joist) (8) -16d (Joist) (20) -16d (Face) (20) -16d (Face) - T11 THDH26-3 HGUS26-3 (8) -16d (Joist) (8) -16d (Joist) (36) -16d (Face) (36) -16d (Face) - T12 THDH28-2 HGUS28-2 (10) -16d (Joist) (12) -16d (Joist) (36) -16d (Face) (36) -16d (Face) - T13 THDH28-3 HGUS28-3 (10) -16d (Joist) (12) -16d (Joist) USP STRUCTURAL CONNECTORS� A MITOW Company JUS24 JUS26 MSH422 .............. 5 4 �s45 ILI, A i% ygg THD26 THD26-2 TH D28 q g THD28-2 TH D46 THDH26-2 cr V", 7A 41 v4 -THDH26-3 -THDH28-2 -THDH28-3 t .4 q JANUARY 8, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL HIP / KING JACK CONNECTION LVL NAILING SCHEDULE ST-CRNRST & LVL NAILING CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC Attach King Jack w/ (2) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (3) 16d Toe Nails @ TC & (2) 16d Toe Nails @ BC (Typ) FEBRUARY 14, 2012 1 Standard Gable End Detail 0 0 0 0 00 a MiTek USA, Inc. i SHEET 2 MiTek USA, Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Trusses @ 24" ox. HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48" O.C. (SEE SECTION A -A) ATTACHED TO VERTICAL WITH (4) -16d Roof Sheathing \ COMMON WIRE NAILS AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. V-3" Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECTTO DESIGN THE PURLIN WITH TWO C NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH. FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS (MIN) Diag. Brace \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1 /3 points \ SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ \ KING TON EITHER OTRUSSES IWITH (2) IOd NAIILS ADE AS NOTED. T EACH CEND. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 : ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2: ATTACH 2X—SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 1 Od (.131" X 3') NAILS SPACED 6" O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, O5), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131" X 3-) NAILS SPACED 6- O.C. (2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST A GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / �! K°� +,��0qi GABLE TRUSS Y +iY a°i `v FEBRUARY 14, 2012 STANDARD PIGGYBACK ST-PIGGY-PLATE TRUSS CONNECTION DETAIL • aaaa � 0 00 0 00 a MiTek USA, Inc. This detail is applicable for the following wind conditions: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 Wind Standards under all enclosure and exposure conditions as long as no uplift exceeds 377 lbs. Refer to actual piggyback truss design drawing for uplifts. NOTE: This Detail is valid for one ply trusses spaced 24" o.c. or less. PIGGYBACK TRUSS Refer to actual truss design drawing for additional piggyback truss information. /a SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24" O.C.). A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. A MiTek USA, Inc. Page 1 of 1 Attach piggyback truss to the base truss with 3"x8" TEE -LOCK Multi -Use connection plates spaced 48" o.c. Plates shall be pressed into the piggyback truss at 48" o.c. staggered from each face and nailed to the base truss with four (4)- 6d (1.5"x0.099") nails in each plate to achieve a maximum uplift capacity of 377 lbs. at each 3"x8" TEE -LOCK Multi -Use connection plate. (Minimum of 2 plates) Attach each purlin to the top chord of the base truss. (Purlins and connection by others) BASE TRUSS. Refer to actual truss design drawing for additional base truss information. FEBRUARY 14, 2012 �aa o �o 0 00 a MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND2 MiTek USA, Inc. Page 1 of 1 GENERAL SPECIFICATIONS 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUILIVANT 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. GABLE END, COMMON TRUSS 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A / 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS-01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS C1R f.IRf1PR TRI MR WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING EXPOSURE C ATTACH 2x4 CONTINUOUS NO.2 SYP WIND DURATION OF LOAD INCREASE: 1.60 TO THE ROOF W/ TWO USP WS45 (1 /4" X 4.5") MAX TOP CHORD TOTAL LOAD = 50 PSF WOOD SCREWS INTO EACH BASE TRUSS. MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES �l.5" Max a FEBRUARY 14, 2012 1 TRUSSED VALLEY SET DETAIL I ST-VALLEY HIGH WIND1 O 00 0 00 " a M MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. . GABLE END, COMMON TRUSS OR GIRDER TRUSS MiTek USA, Inc. Page 1 of 1 GENERAL SPECIFICATIONS 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL A 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. BASE TRUSSES VALLEY TRUSS TYPICAL ATTACH 2x4 CONTINUOUS NO.2 SYP TO THE ROOF W/TWO USP WS3 (1/4" X 3") WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A (NO SHEATHING) N.T.S. GABLE END, COMMON TRUSS nR C.IRfIFR TRI MR WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES NOVEMBER 26, 2014 TRUSSED VALLEY SET DETAIL ST-VALLEY (HIGH WIND VELOCITY) ® NOTE: VALLEY STUD SPACING NOT TO EXCEED 48" O.C. SPACING Fu MiTek U: WINDDES . ,. .�. WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET CATEGORY II BUILDING EXPOSURE B or C WIND DURATION OF LOAD INCREASE: 1.6 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'-10" ON AFFECTED TOP CHORDS. NOTES: - SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES - THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12. (MAXIMUM 12/12 PITCH) NON -BEVELED BOTTOM CHORD MiTek USA, Inc. Page 1 of 1 JA� FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH a w 0 MAY 24, 2012 �laa @ O 00 0 00 MiTek USA, Inc. DIAGONAL BRACE 4'-0" O.C. MAX Standard Gable End Detail Typical 2x4 L-Brace Nailed To 2x4 Verticals W/10d Nails, 6" o.c. Vertical Stud SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. 12 Q Varies to Common Truss Vertical Stud (4) -16d Nails (2) -10d Nails into 2x6 SECTION A -A ST-GE190-SP MiTek USA, Inc. Page 1 2X6 SP OR SPF No. 2 DIAGONAL BRACE 16d Nails Spaced 6" o.c. 2X6 SP OR SPF No. 2 -\ Typical Horizontal Brace Nailed To 2x4 Verticals w/(4)-10d Nails 4 SP OR SPF No. 2 SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ** ATTACH DIAGONAL.BRACETO BLOCKING WITH (5) - 10d NAILS. 3x4 = (4) - 8d NAILS MINIMUM, PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK * - Diagonal Bracing * * - L-Bracing Refer Refer to Section A -A to Section B-B 24" Max Roof Sheathi NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Max. BRACING OF ROOF SYSTEM. 4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0" O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A 2x4 AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (4) 10d NAILS THROUGH 2x4. Ala Brace (REFER TO SECTION A -A) g 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1 /3 points 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. If needed 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR \_ TYPE TRUSSES. 10. 10d AND 16d NAILS ARE 0.131"X3.0" AND 0.131"X3.5" COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. End Wall Minimum Stud Size Species and Grade Stud Spacing Without Brace 2x4 L-Brace DIAGONAL BRACE 2 DIAGONAL BRACES AT 1/3 POINTS Maximum Stud Length 2x4 SP No. 3 / Stud 12" O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2x4 SP No. 3 / Stud 16" O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2x4 SP No. 3 / Stud 24" O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2x4 SP No. 2 12" O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2x4 SP No. 2 16" O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2x4 SP No. 2 24" O.C. 3-1-4 1 3-11-3 1 6-2-9 1 9-3-13 Diagonal braces over 6'-3" require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6" require 2x4 I -braces attached to both edges. Fasten T and I braces to narrow edge of diagonal brace with 10d nails 6in o.c., with 3in minimum end distance. Brace must cover 90% of diagonal length. T or I braces must be 2x4 SPF No. 2 or SP No. 2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B or C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND C DURATION OF LOAD INCREASE: 1.60 1 CONNECTION OF BRACING IS BASED ON MWFRS. (2) - 10� / �/� (2) - 10d NAILS fir' \ As @ 24" o.c. / X \ / 2x6 DIAGONAL BRACE SPACED 48" O.C. ATTACHED TO VERTICAL WITH (4) -16d NAILS, AND ATTACHED TO BLOCKING WITH (5) -10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) August 10, 2010 I1aLJ 0 00 a o0 a MiTek USA, Inc. T-BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 MiTek USA, Inc. Page 1 of 1 Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to convert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nail Size Nail Spacing 2x4 or 2x6 or 2x8 10d 6" o.c. Note: Nail along entire length of T-Brace / I -Brace (On Two-Ply's Nail to Both Plies) WEB Nails Nails k SPACING k k k \ } -A / Section Detail T-Brace Web I -Brace Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8 I -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6l-Brace 2x8 2x8 T-Brace 2x8l-Brace T-Brace / I -Brace must be same species and grade (or better) as web member. • FEBRUARY 8, 2008 DEE 0 00 0 00 a MiTek USA, Inc. LATERAL BRACING RECOMMENDATIONS ST-STRGBCK MiTek USA, Inc. Page 1 of 1 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0.131"x 3") BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131 " x 3") ATTACH 2x4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) ATTACH TO VERTICAL WEB WITH (3) -10d NAILS (0.131"x 3") ATTACH TO CHORD WITH TWO #12 x 3" WOOD SCREWS (.216" DIAM.I USE Mt I AL I-HAMINU ATTACH TO VERTICAL A I I AUH I U VLK I IUAL INStH I SUHtW I MNUUUH UU I SIUt ANCHOR TO ATTACH WWITH (3) - 10d NAILS SCAB WITH (3) - 10d NAILS WEB FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD (0EB x 3") (0.131" x 3") STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) 4-0-0 WALL TRUSS BLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHERS) BY OTHERS) - Sti�' � 1t�1G�iGli THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4'-0" LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH 10d NAILS }+I►►�'..r , (12) - (0.131" x 3") EQUALLY SPACED. �a� •• ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0" AND FASTEN WITH (12) NAILS STAGGERED AND EQUALLY SPACED. m e - 10d (0.131" x 3") (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL)'are & 12 $7; DF ;' JANUARY 28, 2015 LATERAL TOE -NAIL DETAIL ST-TOENAIL SP OO ® MiTek USA, Inc. Page 1 of 1 NOTES: TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 0 0o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. OE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) DIAM. SP DF HF SPF SPF-S (5 .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 ;n .162 108.8 99.6 86.4 84.5 73.8 ai z .128 74.2 67.9 58.9 57.6 50.3 .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 co VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 lb Maximum Capacity ANGLE MAY VARY FROM 30"TO 60" 45.00" ANGLE MAY VARY FROM 30 ° TO 60 ° THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (2x3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2x4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00 ° SIDE VIEW (2x6) 4 NAILS NEAR SIDE NEAR SIDE NEARSIDE NEAR SIDE a 0 March 4, 2013 UPLIFT TOE -NAIL DETAIL ST-TOENAIL UPLIFT aaaa � 0 00 O 00 MiTek USA, Inc. SIDE VIEW NEAR SIDE MiTek USA, Inc. Page 1 of THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. END VIEW �yj/ TOP OF W LLALTE 1" FOR 3" NAIL 1-1/16" FOR 3.25" NAIL NEAR SIDE L _I 1-3/16" FOR 3.5" NAIL VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE -NAIL WITHDRAWAL VALUES PER NDS 2005 (lb/nail) DIAM. I SP DF HF SPF SPF-S 0 .131 59 46 32 30 20 p .135 60 48 33 30 20 J Un .162 72 58 39 37 25 J 03 Z .128 54 42 28 27 19 w .131 55 43 29 28 19 J J U" N 148 62 48 34 31 21 z C6 0 .120 51 39 27 26 17 O .128 49 38 26 25 17 J o .131 51 39 27 26 17 co .148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. EXAMPLE: (3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES TOP PLATE For Wind DOL of 1.33: 3 (nails) X 37 (lb/nail) X 1.33 (DOL for wind) = 148 lb Maximum Allowable Uplift Reaction Due To Wind For Wind DOL of 1.60: 3 (nails) X 37 (lb/nail) X 1.60 (DOL for wind) = 177 lb Maximum Allowable Uplift Reaction Due To Wind If the uplift reaction specified on the Truss Design Drawing exceeds 147 Ibs (177 Ibs) Building Designer is responsible to specifiy a different connection. "' USE (3) TOE -NAILS ON 2x4 BEARING WALL "' USE (4) TOE -NAILS ON 2x6 BEARING WALL FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYP 2x2 NAILER ATTACHMENT I ST-2x2 NAILING 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. 2x2 SP No. 3 .z. )044G 12`37 DF.; ,I April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE EILVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS (4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES [�� weaW_�IrelIZ UO. GZTe m- (4) 12d MAX 30" (2'-6'd) 2x6 #2 SP (Both Faces) 2411 O.C. SIMPSON H5 <36 B C A22100 40 G0 00 4C 12 $7;DF n. r ysg` �.i r�3tnxne ra�lt�rsmct.;R."+¢'t+Rsatriz;�[mr�,,.ve�uwm •���� wTrnur.{m�.2art.a¢ra.ur nmat.,..,,sr,<v�t mt�s.�j..,... .. ;�, rtN� ,ta sew ��mt��r}iar at ¢m«vN k*�7.�+�D�+ �iw i*r �n px.�knep3 ,wm;+r�9 rr�'KrRaFs�.epr pin r,,rna � esms.�xtn �euvg sxra �ai� ,�aa.. a�th��Y T.�Tamiio ill.. P,E„� -: .: ceefmrr b t�eq [ar wnea�yrac ae ,Nravncd a.ar rua a"�?s, �art.,�nrti�rr tenss[tujokmn`L'b 3�t�. roa..,€,u, �wt n:i,ryt �..ia.aau�y umawa,ar=tea: .;&ao53... '1n:iiee.!axtp ,ran rya mat* a�dt,ri rDn�S+g�eau&B �Wkua.r. t xf �sy,�exwsurq.�irq a�K ae�s tarnt. .51. W re.6•.vd. �-=•�� t:gyjigAtJ,2dIDAI Bpn[Lnsix4![nidczplly—fa(IGPE•�&eyi¢dw as ekr[,I#dwnmeal is aaX farm, sD�op Diced. f6nulticwe�tenperm sswrttramAlRnoitnsus .A tA,csyi [ua+6n711PL r � OCTOBER 15, 2014 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS ST-REPOI Al AND DAMAGED OR MISSING CHORD SPLICE PLATES �aa O 00 0 00 a MiTek USA, Inc. u MiTek USA, Inc. Page 1 of 1 TOTAL NUMBER O NAILS EACH SIDE OF BREAK X INCHES MAXIMUM FORCE (Ibs)15% LOAD DURATION SP DF SPF HF 2x4 2x6 2x4 I 2x6 2x4 2x6 2x4 2x6 2x4 2x6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 L DIVIDE EQUALLY FRONT AND BACK ATTACH 2x_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS (CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2x4, THREE ROWS FOR 2x6) SPACED 4" O.C. AS SHOWN.(.131"dia. x 3") STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12". (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: -A L=(2)X+C • 10d NAILS NEAR SIDE +10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE) DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. 'A 11 March 4, 2013 1 SCAB APPLIED OVERHANGS TRUSS CRITERIA: 1LJ��LLL---III( LOADING: 40-10-0-10 0 0o DURATION FACTOR: 1.15 s SPACING: 24" O.C. TOP CHORD: 2x4 OR 2x6 Y PITCH: 4/12 - 12/12 MiTek USA, Inc. HEEL HEIGHT: STANDARD HEEL UP TO 12" ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2x_ SCAB (MINIMUM NO.2 GRADE SPF, HF, SP, DF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148"DIA. x 3") SPACED 6" O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2x NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT This detail to be used only with trusses (spans less than 40') spaced 24" o.c. maximum and having pitches between 4/12 and 12/12 and total top chord loads not exceeding 50 psf. Trusses not fitting these criteria should be examined individually. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES ST-REP-I 3A MiTek USA, Inc. Page 1 of 1 REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@altruss.com. NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very helpful. Engineering sheets with the damage or issue noted are required. 1. If there are any special circumstances (sheeted, trades in, etc.) please make sure you note it on the drawing or email request. 2. We cannot provide sealed drawings for "field built" trusses. 2. See details below. BREAKS Usbatineto`note ALU MOVED BEARiNGLONDIMON Lraiv�nnetirlacat€grtoFheannr�; rd NG:tDAMAGED`P 4TE5 TRUSS {�90D71=lCtk330N'. 7 imsxsis,too' 7ttr� s nf# jryr�rl �� ' the exact cca#iarrfthe•iateak is p,gVid6 dimen�lctn s ;PKIRded: iraEeplatitta#rcetzs trS �3etx€ler1'as bass€fi;e an ] pittultfe "1C S3x4'I €m`sns€ans as naadetl.- 4XE it""' ri- x 3x3 e- FP—'-3k A � 5x4 I!'-1 5z4 tl ��5x6;2 3• 4 6 8 1:0. 11 12 .92 22. 21 20 19 138 17 15. 15. 14. 7' 1.5A 11 3x6 = TZA II 1.5A.11 3 6 = 3x6 :FP= 3x4 = 3x3 = 4x6 = TO0 MONO „ . >.,..•. .r.>.., ;ti... ,,...k r, .ce,�.�. .,,, maser-5 .•--wacg^ •. ,,.,�f . ..,,. s.:..: ....... .'....,. fr ... ,.. •.i.7 ..,,,;, w�ri�, v„q,»ns ..,.. �'.,..•w•rmrm ... "'"rri„i r ..... �:�sw,v-s,•r r ..ti, wv m.-rat�.`i „, , ,,. MEMBER -SPLIT' Det ate,exact tocaiKan cadptit aid' E �ravicde �'n ��pr�xirriat�lent�Ei: 3x4 5: . BREAK$;.:U: A-Rne tdmate Otte--axar<,1:ibcafibriuf he break: . , db