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TRUSS PAPERWORK - 1-24-19
P X I'T" C' T RN TRUSS COMPANIES, INC. SOUTHER I LEC^' RANDY@SO'UTHERNTRUSS.COM T R S S 259 . KINGS HIGHWAY / FORT PIERCE, FL. 34951 (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: C O M P,AN i E S Project Name and -Address: 8206 Penny L ne_ i akewood Palk Occupancy: X Single -Family Lot: Block: County: Saint Lucie Multi -Family Truss Company: Southern Truss Companies; Inc. Commercial Truss Engineering Program: Simpson Component Solutions � zoo, �b Plates By; : Simpson Strong -Tie -" 49� Contractor / Builder: Classic Homes 00, Model: Crystal Elevation: Options: p ' , ,lan STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with Florida Building Code FBC2017. The truss system has been designed to provide adequate resitance to wind load and forces as required by the following provision: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: -- P.S.F. Design crii eria: ASCE 7-10: 6� MPH Top chord dead load:_ID P.S.F. Top chord dead load: --- P.S.F. Engineer: Brian M. Bleakly Bottom chord live load: * P.S.F. Bottom chord live load: --- P.S.F. Address: 2590 N. Kings Highway Bottom chord dead load: 10 P.S.F. Bottom chord dead load. --- P.S.F. ;Fort Pierce, FL. 34951 Duration factor: 1.25 Duration factor. --- Mean height: 14' Exposure:_C * 10.0 P.S.F. bottom chord live load nonconcurrent with any other live loads. This is an index sheet submitted in accordance with the Department of Professional Engineering. Tallahassee, FL. Engineering sheets are photocopies of the original design and approved by me. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 1 ! 21 03 41 J ' 61 811 96 2 A.0 22 05 42 C 3-j 62 82 97 23 CJ7 43 63 83 98 3 /} 2 �' 4 24 1 Dl 44 64 84 99 5 25 D2 45 65 85 100 26 D3G 46 66 86 101 7 27 J1 47 67 1 87 102 8 28 JIA 48 68 88 103 9 A5 29 J3 49 69 89 104 10 A5A! 30 J3A 50 70 90 105 11 A6 31 J5 51 71 91 106 12 A1_z5 32 J5A 52 72 92 107 13 /WJ A7G' 3,3 J7 53 73 1 93 108 14 34 V12 54 74 94 109 15 B1 35 V4 55 1 75 95 110 16 B2 J6 V5 56 76 - .. :x•,r. a ;;: 17 B3 37 V8 57 18 B4G 38 V9 58 77 78lll�l S 59 19 Cl H4O 79 ����N GE :�,!i�� 20 C2G $TT1601 80 .:, �' • SF �� h, As witness by my seal, I hearby certify that the above information pF'7. 051 is true and correct to the best of my knowledge and belief. \ i Name: Brian. M. Bleakly Lie. #76051 -+ 1. +� A.- x 1 — sir OR � IIIIIGI\ TYPICAL DETAIL G C O R. N E R. - H I P NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT - for Wood Construction. q UP TO 265 132.5# per Nail (D.O.L.Factor=1.00) = 2-16d NAILS REQ'D. nds toe nails only have 0.83 of 0 UP TO 394# = 3-16d NAILS REQ'D. lateral) Resistance Value. HIP GIRDER i 1 Jry J _ O use 2-16d toe nail TC & Be. Typical jack 45' attachment A I U Cv� o ~m~ I ^ W A I u7 H7 (HIP GIRDER) A A L use 3-16d `, toe nail ® TC TYPICAL CORNER LAYOUT L 2-16d ®,I Typical Hip —jack" attachment CHORD HANGERS FASTE N E R GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — ———-- — 2-16d nails ————— J 5 TO HIP JACK GIRDER TC — — — — — —— 2-16dnails ————— BC — — — — — —— 2-16dnails — — — —— J7 TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — BC —— — — — —— 2-16dnails — — — — — HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16dnails ———— MINIMUM GRADE OF LUMBER LOADING (PSSTR• INCR.: 00% T.C. 2x4 SYP #2 L 0 FBC2017TOP 20 B.C. 2x4 SYP 2 BOTTOM 00 10 WEBS 2x4 SYP No.3 SPACING 24" O.C. SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings HighwalyFL , C O M PAN' I E S (800)232 0Fort P1509 erce� (772)464-4160 h4://wwwsouthemtn==m Fax: (772)318-0016 Sri —an M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-484-4160 TYPICAL DETAIL C& CORNER: - HIP NOTE: �NDS=National Design Specifictions for Wood Construction. 132.51 per Nail (D.O.L.Factor=1.25) rids toe nails only have 0.83 of lateral l Resistance Value. 12 1 tnG) -_G) -�(Z) 01 ALLOWABLE REACTION PER JOINT Q UP TO 265# = 2-16d NAILS REQ'D. © UP TO 394# = 3-16d NAILS REQ'D. use 2-16d toe nail TC & SC. Typical jack 45' attachment {I 1,1111 G) 0 G) ` o¢ nN %\ use 3-16d `. toe nail 0 Td`, TYPICAL CORNER LAYOUT &.2-16d 9-5C' Typical Hip -jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — —— 2-16d nails —-——— J5 IO HIP JACK GIRDER TC — _ _ _ _ _ _ 2-16d nails — _ _ BC 2-16d nails TC— — — — — —— 3-16dnai►s — — — —— BC — — — — — —— 2-16dnails — — — — — HIP (JACK GIRDER (CJ5) TO HIP GIRDER TC — _ _ — _ _ — 3-16d nails — _ _ ` _ BC 2-16d nails MINIMUM GRADE OF LUMBER LOADING (PSF) STR• INCR.: 25% FBC2017 T.C. 2x4 SYP 2 L D B.C. 2x4 SYP 2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24' O.C. TRUSS Fort Pierce Division 2590 N. Kings Highway, COMPANIES (800)2 2 0i509'c 72) 64 -4160 httF://www.soutbembuw.com Fox:(772)318-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 XF& This pmGuet3sprilbrable to Similareonneerors hecaose or a) caderlaslaKagurt, b) higher loads, c)lower Installed Cosy or Combination of these features. All hangers in this series have double shear nailing -an rvation that distributes the load through two points on each joist nail for der strength. This allows for fewer taster installation, and the use ll common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the lest capacity HGUS hangers. For medium load truss applications, the S offers a lower.cost alternative and easier installation than the HUS or i hangers, while providing greater load capacity and bearing than the WS. IER1AL: See tables below and on page 133. ISH: Galvanized: Some products available in stainless steel or ZMAX® coating; see Corrosion Information, page 18-19. iALLATION • Use all specified fasteners. See General Notes. • Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. • Not designed for welded or nailerapplicaations. TDNS: • LUS and MUS hangers cannot be modified. • HUS hangers available with the header flanges fumed in for 2-2x (3Y47 and 4x only, with no load reduction. See HUSC Concealed Flange illustration. • Concealed flanges are not available for HGUS and HHUS. • See Hanger Options, pages 20D-202, for sloped and/or strewed HHUS models. • Other sizes available; consult your Simpson Strong -Tie representative. IES: See page 20 for Code Reference Key Chart: y `These products are available wick adddional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie fordeW& tz r These products are approved for iastaMon with the Strong -Drive SD Sbuctarai- c Connectorscrew. See page 30 for the correctsubstituHon and SD screw size. is Model Min• Dimensions Fasteners No. Heel Ga H B Carrying Carried Height Member Member SINGLEWIZES W524 29 18 1Y. 4% 1% 4-1Od 210d 1:Seetable )♦ LUS26 4Y, 1%. 4% 1% 410d 4-1Dd on page MUS26 4% 18 1%s 5% 2 6-10d 6-40d 133 for 75S26 Vie 16 1% 5% 3 14-16d 6-16d allowable HGUS26 4% 12 1% 5% 5 2016d 8 16d ids. [! LUS28 4M. 18 1% 63'e 13; 6-10d 410d r-- i'fotBCs tYs for4z§ d �x H E o ply_/ B G(LUS28 6HHUS21O-2 (Truss Designer to provide fastener quantity forconnetting multiple members together) 6MUS28 MUS28 6%s I 18 1% 6% 1. 2 1 8-1Od B-10d I Double Double Shear HUS28 61h 16 1% 7 3 22-16d 8-1 6d Shear Nailing HGUS28 M 12 1% 7% 5 3fi-16d 1216d Nailing Side View Do not LUS210 41A 18 Wr 7% 1% 81Od 410d Top View HUS210 8% 16 14f 9 1 3 30-16d 10-16d Al bend tab S1MPS®N StrangTie 4 V HUSC Concealed Flanges (not available for HHUS, HGUS and HUS2x) th neuuseu noel nerght Dome Double Shear Nailing Side View (available on some models) "'•' US. Patent 503,58D SUM- °• --�. ���W—. xOFAQ4wa Ieloads��,;c�� ��• SPAAowableLoads 5PF/HFAllowableLeads Model --� a .-�,.� . No. _' U' r oof� -Wind Uplift' Floor Snoar Roof Wind UpBR' Floor Snow Root Wind Code .Ii s'10�R; -t�100j=''=(9725j°j16tf) Ret. SINGLE2zSIZES WS24 490 670 765 825 1045 490 725 830 895 1135 420 575L2650 705 895 LUS26"" 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 915 1160 MUS26 1090 1295 1480 1605 1825 1090 1410 161D 1745 1825 94D 1110 1370 1570 17,F6,L17 HU526 i550'` 2720 '3095 3335 3335 1550 2950 3335 3335 3335 1335 2330 2820 2665 HGUS26 r ?65_ ^s9360 t385; Zip f 990 1765 4725 5290 5390 5390 1520 3750 4500 4635 17. L17 LUS28 • '' ]6 - Dt1f i€ _ '• 36)L it 5 1165 1200 1365 1480 1835 1005 94D 1075 1165 1475 MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17,F6,L17 HUS28 2000 3965 4120 4220 4335 2000 3790 3960 1 4070 4335 1720 1 2905 3D35 3125 3435 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 17,L17 LUS210 AIfi5 .f�'-1 r 5$5 GSji 2O9D ! 1165 1445 166D 1795 2270 10D5 1145 1305 1415 1745 -HUS210 3U(f0y `= 5 .;AP4� 4575 _5t12U 30D0 4105 4310 4450 4930 2580 3150 3315 3425 3815 n' F6, L17 132 dote: For dimensions and fastener irdounallon, see table above. See table footnotes on page 133. W 2 a i 6 92 w a 0 N C a w 0 SIMPSON StrongTie These products are available with addrgonalcorrosion prutaetion. AddlSonal products on PrThese products are approved forbns(alktion with the Sbnng-Drive SD Structural - this page may also be and Wa,wilh this option, check PA Simpson Strong-ru: for details Connectors See page 30 for the correct substitution and SD screws¢e_ Mode( No. Min.Dimensions Heel Heigh Ga Fasteners 3tpFjgPARowab)efoads'E_•- `. :s•- SPF/HFAllowableLeads Code Rei. iN H B Cartying Member Carried Member s*r_f l)plift': ::(160� s�_�t;., °Plant.; j 0�) .#_+4- g Snow7: =y(i1Sj' �- r.- iii- �)Toof- j 5�'. ;�-.s FWind ;(160�; Oplift' (160) Floor (100) Soow (115) Roof (125) Wnd (160). DOUBLEUSIZES LUS24 2 2Y4 18 3:4 3'� 2 4-16d 216d . 440 800 910 985 1250 380 680 780 845 1 770 LUS262 494s 18 31A 4% 2 416d 416d �165; 3t 78i} , 32BOt 616E logo 880 1010 1090 13B5 17,FG,L17 HHUS26-2 4%. 14 31% 5% 3 14-16d 6-16dt- 550�� =2785� 15 a e39p5. �4265 : 1335 2390 2710 2925 3665 HGUS26-2 Os 12 344c 5Yu 4 20-16d 8-16d _Z] 4353 v �-. .. ;_Z5� _ _._- 230;: %! 1855 3750 4200 4500 4795 W. L17 WS28-2 41% 18 3% 7 2 6-16d 4-16d 1165 1315 1500 1625 2060 100D, 1125 12B5 1390 1765 HHUS2B-2 6Ya 14 3%s 7'/4 3 2216d 8-16d 2000 4210 4770 5140 6440 1720 .3615 4 - 4415 5375 17, FG, L17 HGUS28 2 6Yis 12 33Sa 7% 4 36-16d 12-16d 3235 7460 7460 7460 7461) 27B5 6415 6415 6415 6415 17, L17 WS210-2 6'/s 18 "' 9 Z 8-16d 6-16d .s1745�• �$� 2Q90 �2265_ g2g��:7 1500 1565 1785 1935 2455 ' HHUS210-2 8%. 14 Vs 8% 3 30-16d 10-16d `400R.. =a�15_� Bt1F b880;' 7365T. 3525 4835 5270 5380 5765 � FS' L17 HGU5210-2 83Ss 12 3M. W. 4 4616d 16-i6d F 095E t9�1.• 3pD,c. 9100 97U0_: 3525 7465 7730 7825 7825 17,L17 TRIPLEUSIZES HGUS26-3 4% 12 4% 1 b1h 4 12046d I 8-16d ' 2155 4355 4875 5230 5575 1855 3750 42Do 45DD 4795. H6US28-3 6% 12 41%. 1 7'/. 4 36-16d I 1216d 3235 7460 7460 7460 7460 278.5 6415 6415 6415 6415 HGUS210 3 89Ae 12 4'34s 9'/ 4 46-16d I 1646d .t4095 �o Y_9 3525 7825 7825 7825 7825 17, L17 NGUS212 3 10% 12 41% 10Va 4 56-i6d, 2016d 5D45 9600 9600 9600 96DO 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4% 12% 4 6646d 2216d 5515 TD100 10100 10100 101D0 4745 8685 8685 8685 8685 RUADRUPLEUSIZES HGUS26-4 5Yz 12 6°As 5'As 4 20-16d 8-16d - _ �� �35_: ,U r Y_.575 , 1855 3750 42DD 4500 4795 HGU528-4 7A 12 6i4a 7iSe 4 3616d 1216d �'t235 334& 74 i4� `-t ;4fiA,� 2785 6415 6415 6415 6415 n L17 HGUS210-4 9'/ V, 4 46-16d 16-16d 4095 9100 9100 9l00825 7825 7825 7825 I7, F6, L77 H6U5212-4703G6'Aa W12S�Ss 1034 4 5616d 20-16d 045'96Q�1 6� 9600 5 8255 8255 HGUS214-4 123469s 12A 4 68-16d 22 i6d 515 101p0- ADO.°• p10o- OiDg 4745 8685 8685 8685 8685 17• L17 4xSUS LUS46 4% 18 3%. 49f 21 4-16d I 4-16d 1165 1030 1180 128D 1625 1000 880 1016 1090 1385 V. F6,L17 HGUS46 4%s 12 3% 4%. 4 1 20-16d I 8-16d 2155 4355 4875 5230 5575 1855 375D 4200 4500 4795 17, L17 HHIIS46 4% 14 3% 5% 3 14-16d 6-16d 1550 2790 3160 3410 4265 1335 239D 2710 2925 3665 LUS48 4% 18 Piss 6% 2 616d 4-16d 1r>�' ���. 150Q_ �1625� "• b60`` 1000 1125 1285 1390 1765 HUS4B' 6'A 14 3% 7 2 6-i6d 6-16d 5 159 8i5; 60, 1'4Zt1� 1550 . 1365 1555 1680 2115 - �' L17 HHUS48 61k 14 N 7Ys 3 2216d &16d )2bb0'? =42215,' 477Q.''e 150 440=' 1720 3615 4095 A415 5535 HGU548 6?5c 12 33i 7Ke 4 3616d 1216d235f, 6� 460 `3A6_ > �6U _�+160�i 2785 6415- 6415 6475 6415 17, L17 LUS410 6% 18 We BY 21 B-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 HHUS410 8% 14 3% 9 3 30-16d 10-16d 3745 5640 6385 6890 7165 3440 4835 5480 5910 -61-051 n F6,L17 HGUS410 $fie 12 3% 9 4 46-16d• 16-16d 4095 91001 9100 9100 9100 3525 7825 7825 7825 7825 H6U5412 10'Ss 12 3# 10'rSc 4 56-16d 20-16d608=9600 �._ . 4335 8255 8255 8255 8255 Cl, L17 H6US414 11'Rs 12 3% 12% 4' 66-16d 22 16d 515u �1A1� �1Di00 z16 b 4745 8685 8685 Sfi85 8685 1. upon Was nave Dean mcmased 50%for wind or earthquake loading with no further increase allowed. For normal loading app8cations such as cantilever construction refer to Simpson Strong MaP Connector Selectot'sofiware or conservatively divide the upBtt load by 1.6. 2. Wind (160) is a download rating. 3. Minimum heel height shown is required to achieve fun table loads. For less than minimum heel height, see technical bulletin T REDHEEL (see page 215 for det ft)- 4. Truss chord cross -grain tension may BmR allowable loads Refer to technical bulletins T ANSi)PISPF, TIINSITPISP and TANSrrPIDF for allowable loads that consider ANSI/rPl 1-2007 wood member design cdteda (see page213 fordetalls� 5. Loads shown are based on minimum of 2-piy 2x carrying member. With 3x carying members, use 16WI& nags Irdo the header and 16d commons Into the Joist with no load reduction. With single 2x carrying members, use 1 adx W nails Into the header and 10d commons Into the joist, and reduce the loadID 0.64 of the table value. B. HAILS-16d - 0.162' dia. x 3'.4 long. See page 24-25 for other mail stirs and Information. ■ 133 I Dimensions Fasteners Actual Mtn/ Allowable Loads Joist Model No. Ga DF/SP Species Header SPF/HF Species HeaderERef. size W H B Max Face Joist Uplift . Floor Snow Roof Floor Snow Roof 3%s 13% 2, (160) (100) (115) (125) (100) (115) (125) HU416/HUC416 14 M10 2016d 810d 1515 29753360 3610 2565 2895 3110 3946 13% 2% Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 8685 19L12, F8 3%2 x 18 HGUS412 3% 107/+s 4 — 5616d 2016d 5045 9600 9600 9600 8255 8255 8255 o HGUS414 12 3% 12% 4 — 6616d 2216d 5515 10100 10100 10100 8685 86B5 _ 8685 Ig, F23 v HUC0412 SDS 14 3%is 11 3 — 14-SDS'/e)QW 6-SDS'/a`x2'/z' 2510 5460 5560 5560 3930 4000 8685 c 5% 5WN 2% Min 10-16d 0 5'/, x 7,/, HU68/HUC68 i4 + 416d 940 � 1490 i680 , 1805 1280 1445 1555 U 5fi 5'3�is 2'� Max 14-16d 616d 1345 2085 2350 2530 1795 2925 2180 19, UZ F6 HGUS5.50/8 12 5%z 6% 4 -- 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 i9 HU610/HUC6i0 5'% 7% 2'% Min 14-16d 616d 1345 2085 2350 2530 1795 2025 -218p 5'/a x 14 5% 7% 2% Max 18-16d 816d 1795 2680 3020 3250 2305 2605 28D0 19, Li2 F8 y,Y4_9/ HHUS5.50/10 5'% 9 3 3016d 10-16d 3735 5635 6380 6880 4835 5480 5910 HUC0610-SDS 5'fi 9 3 — 12-SDS11/.'x2%z' 6-SDS'/a'x2'/z' 2520 4680 5380 5715 3370 3875 4115 a' HGUS5.50/f0 12 5% 8% 4 — 46-16d 19, F23 16 i6d 4695 9100 9100 9100 7825 7825 7825 HU612/HUC612 5% 9% 2% Min 16-16d 6-16d 1345 2380 2685 2895 2050 23f5 2895 5'% x 14 5+% 9%d 2'� Max 22-16d - 816d 1795 3275 3695 3970 2820 3180 3425 19, L12, F8 11%-11% HHUS5.50110 5'% 9 3 — 3016d '10-16d 3735 5635 6380 6880 4835 5480 5910 NUC0612-SDS 5'r� 11 3 — 14-SDS YIx2,/• 6-SDS Y7c2W 2520 5315 5315 5315 3825 3825 3825 i9, F23 � HGUS5.50/12 12 5'k 109 4 — 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 HU616/HUC616 5% 121t/,s 2% Min 20-16d 8i6d 1795 2975 3360 3610 2565 2895 31i0 5h' IV% 2'%Z Max 26-16d 1216d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 5'/, x 14 IHHUS5.50/10 14 514 9 3 — 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 �HUC0612-SDS 5'rf 1i 3 — 14-SOS 1/,'x2fz• 6-SDS %•x2W 2520 5315 5315 5315 3825 3825 3825 i9, F23 HGUS5.50/14 12 5'k 12% 4 — 66-16d 22 16d 5515 1010D 10100 10100 8685 8685 8685 HU616/HUC616 53z 121%, 2% Min 2D-16d 816d 1795 2975 3360 3610 2565 2895 3110 14 5'h 1271/+s 2'F Max 2616d 12-16d 2695 3875 .4365 4695 333Q 3760 8685 I9, L12, F8 51/. x i6 OHUS5.50/10 5% 9 3 — 30-16d 10-16d 3735 5635 6380 8685 4835 5480 5910 H000610114 ---51A 11 3 — 14-SDS%'x2%' 6 SDSY.'x2h' 2520 5315 5315 5315 3825 3825 3825 + HGUS5.50/14 12 5:4 12'fi 4 — 66-16d 22-16d 5515 10i00 10100 1010D 8685 8685 8685 i9 F23 HU616/HUC616 6% ,12'%s 2%16 Min 26-16d 816d' 1795 2975 3360 3610 2565 2895 3110 5r� 121%s 2'/z Max 26i6d 12-16d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 5Y, x 18 NU00612-SD 14 51f 9 .3 30-16d 10-i6d 3735 5635 6360 NO 4835 5480 5910 FIUC0612--SDS 5'/z ' i1 3 — 14-SDS'/4 x214' 6-SDS'/.7c2'r4' 2520 5315 5315 5315 3825 3825 3825 "GUS5.50/14 12 514 12'/a 4 -- 66-i6d 2216d 5515 10100 10100 10100 8685 8685 8685 19, F23 t U4i0-2/ 7'A 91A 21 Min 14 16d 6-16d 1345 2085 2350 2530 1795 2025 2180 7x �UC41D-2 14 7Y 9% 2% Max 18-16d 8-16d 1795 2680 3020 3250 2305 2605 2800 9�' 9'� H,HUS7.25/10 + 19, L12, F8 7V 9 3%s — 3D16d 10-16d 3735 5635 6380 6880 4835 5480 5910 H1GUS7.25/10 12 7'/, 8% 4 4616d 16-16d 4095 9100 9100 9100 7825 7825. 7825 19, F23 HN4122/ 7% 11'N 2'% Min 1616d 6-16d 1345 2380 2685 2890 2050 2315 2895 7x HUUC412-2 14 Iv 11Ya. 2'fl Max 2216d 11Y,-11% HHUS7.25/10 + 81� 1795 3275 3695 3970 2820 3180 3425 i9,L12,F8 7/, 9 3%s 30-16d 1016d 3735 5635 6380 6880 4835' 5480 5910 HGUS7.25/12 12 7'/, 1Dva 4 — 56-16d 20-16d 5045 9600 9600 9600 8255 8255 6P�5 19, F23 HU4142/ T/e 137/s 21�Z .Min 2016d 8-16d 1795 2975 3360 3510, 2565 2695 3110 7 x 14 H1;1C414-2 14 7'/s 137rb 2'h Max 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 HMUS7.25/10 7A 9 35i6 — 19, L12, F8 30-16d 10-16d 3735 5635 6380 6880 4835 5480 59f0 HGUS7.25/14 12 7'/a 12% 4 — 66-16d 2216d 5515 10100 101D0 10100 8685 8685 8685 19'3 HIj414-2/ 71� 13% 2% Min 2D-16d 8 16d 1795 2975 3360 3610 2565 2895 3110 7x16 H�C4142 14 71A 13% 2% Max 2616d 1216d 2695 3875 4365 4695 3330 3760 4D45 HHUS725/10 19, L12, F8 7Y, 9 335s — 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HOS7.25/14 12 7% 12%s 4 — 66-16d 2216d 5515 10100 10100 10100 8685 8685 8685 19, F23 HU41421 1A 13% 2'r� Min 20-16d $16d 1795 2975 3360 3610 2565 2895 3110 7 x 18 HU' 414 2 14 7% 13% 2'h Max 26-16d HHUSZ25110 + 1216d 2695 3875 4365 4695 .3330 3760 4045 19, L12, F8 7/ 9 3%s — 30 i6d 1016d 3735 5635 6380 6880 4835 5480 5910 HGOS125/14 12 T/, 12%,s 4 — RAW 2216d 5515 10100 10100 10100 8685 8685 8685 19, F23 7x14 to 30 For, ddidonal hangers see HGU/HHGU on page 107. See footnotes on page 105. E7 Hat1�s Face Mount Hanger Charts MiTew - - j..:'_ _ =: I)SP : ;' _ - - `' t- - ` Rd. No : $jeEj.'M-M Gauge ..,_ 9- •-- _ ,.;'4 c:a,Fas &SchedufiiM.';"'' :DFISP': AUMiable Loads (Lbs) �• *' t•=:_' i'''Y ll9n/' Male: i,.Headet. , `:._ Jorst -• D " :ti A' -i - ' ; ;Nail �,:;� Natl-: ' ' ' FtoCodeNn lov% :115% In% :1609L' JL24 W24 20 1-9M6 3 112 15116 - 4 10d } 2 10d x 1-112 ::470. 540 ::580.1: 320. 5, R5, F2 4 16d. 2 10d x 1-112 : 560 640 •I: 695' : 320 JL24IF TZ - I 18 1 9/t6 3118 1-12 - _ 4 10d HOG 2 10d x 1-1/2 HDG . 465' 535: 158D:1 280 : I 31,111, F32 4 16d HDG 2 10d x 1-12 HDG .550' 615.1 615 : 280: 2x4 JUS24 LUS24 18 1-9/16 3-1/8 1-314 1 - 4 10d 2 1 10d ..M.1 775.' 835. 510 SUH24 U24 16 1-9M6 3-1/4 2 1-3M6 - 4 10d 2 10dx1-12 500 .560A 605:. 380 . 5, 4 16d 1 2 10d x 1-12 '.-Wa 665 to { 380 HD26 HU26 14 1sJ/16 312 2-1/2 1-1/8 Min 4 16d 2 10dx11/2 sB13 .695') 74S 355c R5, F2 Mmc 4 615 051 745• I 595• - _ JL26::'.- _= '' .11128 - -_?0:' -1 8fa? •,!l-3/4 /2. -95Jtfi -* - , ', TDd•-;7 �'':.': 10dz F#12=. 730 805 1 870' I 656 fi -"-16d' � 4. 10dx1-112:;1 940'} 96011045• 650- ,&261F;T2:-;+.LUC262:i 10dx1-12HOG 1695 } 800 I 87D•- • 730, 31,R1, F32 6' .16d HDG. _`4 .10dx1=12HDG 890..950 _ 1035.1 730 , ." ;'_• .'_ •''.'.)US26 ';.%': t]]526'':1 18:•• :7-9/i6 4-13/16.,1-974 : 1•.. -: 4 ' 'c 10d;•--VA. t ;=': -rod 87A 1000) 1080:I i115 •a 5.HS,F2 :i•' .'' MU526'•- ;_ MM26 , •-i8 ^: T-9I1B'S-1fi6 =--2 ;_ :•t `r ; '='r '.6 '. 10d ': •} 6' • '`'.' .1.Qd.- • 1285 1475. 1605 j' 665 • 31, Fill, F32 =:-, _ :i' SUH26,,.%}:)2frCl : r�- _ ::_.:'- t16 r-..:::..Y;..; .jam ; : 6-118' ,. _ •,; .'_z .: ._. , 1:3tt8 •: - - : led;: '$ 10dX1 ad2%-' 750 890. 910: .755 6 °,:18d.. '.4 -1 Oft 1=12 .:.I BBO 1000' 1080 755 7 USM:: _.:A i{US26 ? : 36:- 1-518. 5 7M6': °'., 3 "-2 114 .,.16d •s t 6 J.:-.-'.16d ° `` 2760' 3140 3345 1925 ,_ .• ". " - :.- -_ HD2fi.'' :•..: _ 1026 .:.:._, :=14; 191I6,_:•3-12' '.-: ' _ 2-112'-I�]/8 - ._ .. Min "4 _ ; 'r•16ds10dx1-12=. - . 2. 4'i 1'. .. .. - 615 05 745. j : 365. 5, R5, Max 815 695 745 595 - _ . . _ 1iD28 :' " _ .._ t1U28:. _ . .'. j4 .::1 -:' 9/1fi: .: z ' 5-1'14:= ..: _ . .2-112 -14/8 - Mn.• war ., - 8 _ 16d �- 4 _� ---�t2,..I 6•' '- ' i230 1390 1149D 7� F2 1211390114901 5. JL26 W26 I 20 1-9M6 4-3/4 112, 15M6 _ 6 10d 4 1 1Odx1-12 1 710. 8051 870 j 650. 6 16d 4 1 10d x 1-12 840 1960 j 1045 1 MIT JL261F-TZ LUC26Z 18 1-916 4-42 1-1/2 _ _ ifi 10dHOG 4 110dx1-12HDG 695•' B00 go:.' 730. 31, RI, F32 6 16d HOG j . 4 j 10d x 1-1/2 HOG 830. 950 11035 .730 JL28 U128 20 1-9M6 6-3/8 1-12 15M6 _ 10 10d I 6 10d x 1-12 1180. 1295 -12951 '855 - 5, R5, F2 10 16d 6 10d x 1-1/21400 18001 1740 1 855' :. JL281F-TZ - 18 1-9/16 6-118 1-1/2 - _ 8 1od HOG 4 10d x 1-12 HDG •,930 1055 11160 I MO:_- 31, Ri, F32 8 16d HDG 4 lod x 1-12 HDG 11051.12151 1215 730 JUS26 LUS26 18 1-9/16 4-13/16 1-3/4 1 - 4 10d 4 10d 7477- 1000 T 1080 1115' ;` JLIS28 LUS28 1 18 1-9M6 6-518 1 3/4 1 - 6 10d 14 10d 1110 t 127..01 Y375 j .1115. 5, R5, F2 2 x 8 MUS26 MUS26 18 1-9116 5-1116 2 1 - 6 10d 6 1 od 1?.85 I' 1475 11`60& I BE • 31. R1, MUS28 MUS28 18 1-9M6 7-1116 2 1 - 8 10d 18 10d 1710 1970. 2140I 1230 F32 SUH26 U26 16 1-9M 6 5-1/8 2 1-3116 _ 6 10d 4 10d x 1-12 •.750.1 me 910• 755 ' 6 16d 14 10d x 1-12 880.I 1000 I LOBO I 755- SUH28 - 16 1-9M6 6-5/8 2 1- M6 - 8 10d 6 1 10dx1-12 10001112011210 '800 8 16d 6 10d x 1-12 1175 13351 1440.1 800- 1 H HUM 16 1-5/8 3 2 - 14 16d 6 16d 2760 314013345.1 1925 5, HUWS HUS28 16 1-5/8 7-7M6 3M6 3 2 - 22 16d 8 16d 447D '43451 43451 2570 MIS28 HD28 HU28 14 1-9/16 5-1/4 2-12 1-1/8 Min 8 16d 4 lociX712 '1230 T390.1490 780 F2 Max 6 1230. 13901149D 1 825 HD210 HU210 ' I 14 1 9/16 7-7-3/16 2-1/211 Mn 10/8 i6d 4 tOd x 1-12•1540 1735-1 180- 780 Max 14 6 •21551 2430: 2610 1170 1) Uplift bads have been increased 60%for wind or seisnic toads; no further Increase shall be permitted. 2)16d sinkers (0.148 ilia x 3414' long) may be used at 0.84 of the table load where 16d commons are specified. This does not apply to MS, HUS, MUS slant nail hangers 3) For= HUS, and MUS hangers Nails mud be driven at a 30'to 45' angle ftumtgh the joist or truss Irk the header to achieve The table loads. 'o 4) NAILS 1 Od x 1-12" nails are 0.148" dia. x 1-12" long,1 Od nails are 0.148' dla. x 3" long, 16d nabs are 0.162" d1a. x 3-12' long. � New products or updated product hdamallon are designated in blue taut, s Corrosion Finish WStainless Steel SjGold Coat MHOG NTriple Zinc I 9 I m m m 112 ! Continued on next page Mount Hanger Charts WT61W ..}:.. -r, : • - ;-�'• ' 4 JaistS"ae ...,r__•_ ; -:.-" ,. r . `-US_P ' .Stock N4 - :r'- �-•= ..: • •.� � ; : `L ' - -: RPI 1111n._ �' `' a '•� Aiiriensioris jin) -` �"._:: •.T-T - •Schedule ,. =� - 'Fastener - - - _ • . .:: - •, < . '::= • :Df/SP .... .. . •: AUowa6le lads (lbs -. ' �' , ;. " Cade Ref. .: Maj. coder-..' _ -ya:Jo�st _.:. '-' W... rH : ' D .. _ •A " _ _ Hail - a ? := NaD floor • . , Roof . Up1iR�, .100% •415% 1?5� 16D94 JUS24-2 UIS24-2 } 18 34/8 3-7116 2 1 1 - 4 16d 2 16d j' 805-�'-965 • ` mi -' SUR24-2 U24-2 16 3-1/8 3-1/8 2 1-1/8 - " 6 10d 2 10d 750 'M ' 910' ' M ' 6 16d 2 10d .880 •4000. IOKj 380. (2) 2 x 4 HD24-2 HU24-2 14 3-1/8 3-1/2 2-112 1-1/8 - 4 16d 2 10d '6 5 .'695' -745-- HUS24-2 - 14 3118 3-7/16 2 1 - 4 16d 2 16d .:&0.: 9W.- 1040 495 HUS24-21F - 14 3-118 3-7/16 2 1 - 4 16d 2 16d ;'850: -W. 1040 495 :'. , ',=•- �r _JUS2CY2'>, LUS26=2::.`':1$ : °.,3=1/8'..:'5714 ..2': • :1 ' •.-.. -4`' s:'16d, ?'4 ..16� AM9185 •i220. 1355 -l• z i• _ .. _- .. SUH26-2 • -:::. _ •_ U26-2 ':::< 16 - .. :3-1/8 :. - b-1J1fi .. 2 '. .. 1-118 ". r • . `10 = lOd'=j_.4'• j'10d- 1250. 1405 15151 755 755 . A .16d.".- : ` 10d 14Z0` 1670 1800. ?; HD24-2 •; ' ' :Hf324-2 • -L '.":14.'r j '3-118' I:'31112'•1.2-i12 �1=1/S = :,:.:%1' .;16d :.: 2": 10d; j &IS. MS- 745 . 383 j `•(2} 'x6 t .. HUS26-2-' :. HU526 2TF HUS262 :`. 1'HUSC26]+i' ;=-14; -3-1/8 3-1/8 . ,=5-1/4" 1 "S-1/4 ,:2. ( -:2 :' :1':( •1'-: :4` .4• ' .16d ,.16d' '.4 - ' .+>'.. i16d•' :1.6d 1085 1086 1235 1234 13D8" 1300 1155 •1155 %... r _-. -�:�- --;•: - =r .,,.. •.5-1/4 -.. '2-1/2 1�1/8: 16d 4 10d. 1230 :f390 1490; 780 61850 2D8i: 2235 21FL 3-18`. 5-1/4 2-1/2: 16d•,•-[ :. 4• 6 "' } 123D 1850 1390 i 2085 1490 32351:1170"JUS26 . 7806 k-4 2 LUS26 2 18 j 3-7/8 5 1/4 } 2 1 16d 4 16d j 1040 1185 122Qj 1355JUS2&2 LUS28-2 18 3-1/8 7-1/8 j 2 1 16d 4 16d 1325 1510 1645- '1355 SUH26-2 U26-2 16 3-1/8 5-1/16 2 t 1-118 _ 10d , 4 10d 1250,•1405 1515j• 755 .755, } 10 16d 4 10d 1470. 16701 IBM SUH28-2 - 16 34M 6-1/4 2 1411 _ 12 10d 4 10d '1500 1M51.18151 • 755 ' 755'. 12 16d 4 10d '1765 '1915 1915 HUS2&2 HUS26-2 14 3418 5-1/4 2 1 - 4 16d 4 16d 1085 .1235. 13001 -1155 HLIS26-21F HLEC26-2 14 3-1/8 5 3/4 j 2 1 - 4 16d 4 16d 1085 12354 13001 1155 2 8 HUS2&2 HUS28-2 } 14 34/8 .7-1/8 j 2 1 - 6 16d 6 16d 1625. 1850, 19951 1310 (2) HUS28-21F HUSC28-2 14 3-1/8 7-1/8 2 1 - 6 16d 6 16d 1625: 18501 19951 1810 5 �' HD26-2 HU26-2 14 3-1/8 5-1/4 2-1/2 1 1-1/8 Mi n MaX 8 12 1d fi 4 10d 1230 _7850 •1390114M :2085 2235 1-' 780 1170 ( F2 6 HD26 21F HUC2&2 14 3-1/8 51/4 2-1/2 - Mht 8 16d 1 4 10d 1230 :1390 1490 -780'" Max 1 12 6 2085 "2235' " I170 HD28-2 HU2&2 14 3-1/8 7-1J8 2-12 1-1/8 Min Max 10 14 i 4 10d 1540 1540 ITS5118651 •-•780 " 1170 6 2490126101 HD2&21F HUC28-2 14 3-1/8 7-1/8 2-1/2 - - • 10 1,d 4 lad 1540 '1735118Mj: 780 • 1'170 M0x 14 6 2155 24301261D JUS28-2: '•'° . : LUS2&2-','}=.18." '3 778' • 7 T/$:. 2';= ,. •1' }'; .. . 6:. 16d' - . 4. 1rod. 1 -1325 1510 11645 • 1355. `JUS210-2-•'77. 611S210-2 "' ;.18 'I:3-118 19-1/8.' -2:" j :1. .:"='-. -'$::. 16d ' 6 16d -lW 21051 2290 1980 SUH28 2 • '' - 16 :�'•• _3-118 ` •Y,_ :6_-1/4• :: 2 : :_ <� "1-1/8 ` %;• 72 _ -10d 4 - 16d i 1500 16851 1MS 755 -11 ".16d -'4 •10d 1765, 191511915 : 755 SUH210-2 U210-2 = 8-9hfi IS-';•i0d" ' 6. '.`10d (2000 22451 24201 1135 ' 1 1:135 --18d ' 6 : -10d 1 2350 25701 28M HUS28--2 - -H=B=2 .. -14'1 •2•:• -. l - . :6'• ,VA - a.• :16d] 1625'.'1850 1995• 1810 ' HUS28-21F HUSC28-2 ' -1-14, .3-1/8 77=111V •--216d fi: 16d' 7625. 1850 1995 1810 (2) 2x'10 HD2&2-:''.::: :HU28-2 •:. .14 : 3-1/8 >T118 ,(2-12 I ; -:• 1=iB :. - Mn Max '10_ 14 16d". -"-4 "; 10+! 15 ?f0 2155 1735 2430 •} -1865 2610 780 1170 j 6 HD28-21F•. ~ H11C28 2:,': 1 3 i/8....:7.-1/8 2-1%2' _•� _ NGrt :10 16d1od. . 4'... 1735 18j -780- 1170 <14,2430 $21 : HUS210-2, :r HUS21iM2 .' :' y4 = :3-18' '.9-1/8 ": 2.` j -1:; .:..-: : 8 : 16d . ' 8'j:<16d 2465. 26601 2210 :. HUS210-21F .- : HUSC210-2 ; 14 . - 3-1/8' 9 1/8 : 2 : .` 1•- :'-:= :::-.'B.. 1 •16d : ; 8 =::16d 2170 "2465 2�B 22{fl ,.. .HD210 2 . J' lWD-2:-'- " 14 -•3v1%8 `..9• " 2-I/2 1-1J8 Nfin.._'14 ` .... :16d :_S. ..:. , :10d 2i55 24� 2S1d '1170 ;10 3080 3475 3725 "1950 HD21a-21F''.=::HUC230=2 `'''.14'. '3=1/8: _`9-.. 2-/2'=:= 16d e ' =�0.:.. °1Ud 2155 2430 2610 :.1178 t0ait :?ZD;, G:• 310 3475 Sig - ism -1-100210-21F.- I. HUCO2104'. :•14 1 3-1/4 ••_:9: 1 •'3'.• 1112' -:: ;:-12:41M::-6_ W53. 5D15 5590.15590j=.2975 j31.Rt,F32 1) LlpRft loads have been Increased 60%far wind or seismic bads; no nether increase sha8 be pmm6ted. 2) 16d sinkers (0.148 dia..x 3-1/4' long) may be used at 0.84 of the table bad where 16d commons are specified. This does nut apply to JUS, HUS, MUS slant nail hangers. 3) FariJUS and HUS hangers: Nails must be driven ata 30'to 45' angle through the Joist or truss hrto the header to achieve the table loads. +I A 4) WS3 Wood Screws are 1/4' x 3" long and are included with HD0 hangers. 5) HAL&-10d nails are 0.148" dla. x 3" long. 16d are 0.162" dia x 3=1/2' long, c New products or updated product information are designated in bl6s font H Cor on Finish ®Stainless Steel Mold Coat MHN /Triple Z,me �e . W 114 Continued on next page 0 z Mount Hanger Charts MiTeW v..E.' �.:'. �'. I ' Sfie :�4,... ':•- :- = USP: ;; •SfodrNo.': -rt.., .. .:: RetNn. •'Gauge :'r-�- :Steel_ - . - .. Otmeiesions (tn)' - .1✓dStEifOi$C�edU{C��-- ':: Alhrurable Loads Q•hs•) ' • •:5 ._-• Ref: •SUH314 - ��. Max`Nail -Headei:_ _ :?; Jttist 'r _::.- W '. ' H: ' :r 0._ : ` = - •.,?• . ` 'Nab • ` 11596 125% 160% U314 16 2-9fl6 10-9/16 2 1-11g - 18 10d 6 10dx1-1/2 k.lffi. 2525 2725 .113518 16d 6 10dx1-112' •3000 3010 �' 1135:Min1682= HD314 HU314 14 2-9116 11-5fl6 2-112 1-118 16d 10dxl-1/2 417� .2980 4435( ' 1280 2045. Max 24 12 3ki6 HD3141F RUG314 14 f 2_M6I11-5M6 2-1/2 - Isiltn 1fi 16d 8 10dxl1/2:� 2465 2780 2980 ,1280 - � 16 12 HM16 HM16 14 2-9/I6� 13-W16 2-V2 1-1/11 Min 18 16d 8 10dx1-112 2M, " 3125 3355 1560 � 'a 12 HD3161F HUC316 14 2-9/16 � T3-S116 2-112 - Min Max 1S 2g 16d 8 10d x 1412 ZT10 3f25 33581 15M'- 12 400.5. 4435 4�435 2US. :(2)3�x8 .. HD38-2 '='_ . • HU382 _' 14 5-118 `6-119 2i2 :1-T/8'� Min :'. t0 :. . -16d' - 4 .: . _ . ..1540. [2155' 1735 18g5 .'780 2430 2610 1 .1170. HD38 2 HU38-2 14 51/8 6-11E 2-T/2 1-118 Min 10 16d 4 10d .1540 ,1735 1865'1. 780 Max 14 6 2155. 2430 2610 ' ia70• (2)3x10 HD310-2 HU310-2 .14 5-1/8 8 F2-1)2 1-1/8 Min 14 1� g 10d 2155 7A30 2610,- 74 16M Max 20 10 3080 3475 3725 1625 -'r :. - ••:-_. - r •- .• = - .';10 • -.. -.-.: : '.21 i - .1-1/8 .:=': Mift 1 16: _.,-; 16d . - . 8... • ...-... .) - ' 1dd `:-,•:.•: •136%:4170 2465 2780 2980 -1065 :Max.. 24:1 .12;f 447E 1340 (2) 3 x 14 HD312-2 HU312-2 14 5-1/8 10 2112 1-118 Min Max 16 1 24 i6d 1 S 10d 2465 36954 2780 4170 2980 44701 '100 2340 12 Jl1S2F-X-j•.'- - .1 UM26-3 % - 18 4-5/6 I, 4-1/2 •' 2' j 1 '•J; =:' :.4 16d 4 • , 16d • :. 1040 1185 12201 1355 j :�''-' 1• -5UH263 "'•• .- ::' - _ 104`'- .16 4=5/8% .:&11,f { .2 1''J.••�: }' • . B Tod :2 ': tOd :r 100011120 1165 380 8'i 16d - 2 "r••.-70d'-•1116517165 1165 380 ;4 2 X6 . ; TiD26 3' :+: _ HU26� '•_14 = 144/8• 4112 2-1r2 1,4 Mini Max B' . •':12 . ;18d . . •4 .. r > .-1Od :" ; :_ : 1230' 1390 1490. 780 5� 8:. 1850 2085 2235 1170.: '1 -.,' • - ' " H026 31F 'R,= HUC26 3' ' . 14... 4 318. 4-1I2' 2- 12 . c - . .Min ' -• 8 : ..: • -: agd • q : ,:: - .:. . 1230 1390 1490.. 780 ., Max t-':12, , .:.•: ]85U• wis zm 1170 JUS2fi-3 1 LUS26-3 18 4-5/8 4-1/2 2 1 - 4 16d 4 16d 11040. 1188 1220 1,-1355- JUS28-3 LUS28-3 1S 4-518 1 6-3/8 2 1 - 6 16d 4 16d 1325 1510 1645 ( 1355 SUH26-3 U26-3 16 4-5/S 5-1/4 2 1 _ 8 .10d 2 10d 1000 1 1120 1165 :•380' 8 16d 2 10d .1165 1165 11651 380 • H026 3 HU26 3 14 45/8 411E !!! 2-112 1-1/8 Min S 16d 4 lad 123611396 1490 780 Max 12 6 1850 2055. 22351. 1170 (3)2x8 HD26-31F H=6.3 14 4-5/8 4-112 2112 - Min 8 16d 4 lad 1230 f890 1490 780 • ' Max 12 6 1850 2085 2235 -1170'• HD2841 - 14 14-M 6-318 111 2-1/2 T-1/8 Min 10 16d 4 10d 1540 1735 1865 780 Max 14 s 21 55 2430 2610 117Q - HD28-31F - 74 4-5/8 6-38 2-1/2 - Min 10 16d 4 10d 1540 1735 1865 780 Max 14 6 2i55 2430 2810 1170 Tam 3:., .: _18: 4-5/8 6.3/g _ 2. ''.16d-:1-4 :-• 46d .• 1325 1510' •1845 1355 JUS218-3':•° . LU52104.. ` -' 18 - 4-518:- ' 8 318 •7'• '. I:. ' - . g.i : 16d' • 6' .16d 1645 21 D¢ •2290 1980 ,• .+, _ . SUH210 3 •; ' r--•.. : U210 3 :' ' ,: .: , 78 : .. •. 4=5/8 . - 8 3/8._ -: :. 2:: ; 1:, ... '-'=: _ •.. ; •. ` 14 =' 1. •111d 6:• 10d 11760 1965 2120 1135'. 14 ' r 16d . `..g-: j .. 10d . '' 2060' 2335 .2520 :1135 HD263 _. ': - 14:. +}5/8'.,6-34 _ V1/2 7-116. :• Mini,-['10 : 16d '•.4•' Aw, 1540 1735 18651 79U•' Max ':•14 6'. 2155 2430 .2610 1170 (3)2x10 :. .:''• : ' :'` = 24/2 ; _ Min::.•10:' ', - =4•:,'.:: "-'2155' 1540 1735 1865 •-78D ,Max 2155 2430. 2610 1170= _I:'.. .• P ' •: HD210-3 : - H0210-3• ' :.` .: , ; 14- ...• ., , - 45/8 8114' :-: :. - 'Z-1/2 -: -•�,u• J�78 'lrW 314:n . s.-.: 16d ••.'-:'10: °"8 . _ _ 10d ' 2430 213% 1170 : Max::20.. 3080 •3475 3nMS• ism. HD 31F- :': ' - HUC210 9 :... • 14: •:!1-5/8 B 1/4. 21/2 ' : ,t� •',; "Mm•::::14 ` :Matt. 20 , ' -, 16d :.: • . g,� , : : 10d .. 2155 2430. 2610 ;1170:- . • 10 . 3080 3d75. 3725 1950 HD02t031E`••.'' I' HUfA210 3 -14 `1 4-51g 9 3.. 1= - ' -12 4V53 -: 6 •_ .-•. WS3 : 45015. 5590 •5590 2975' 31, R1F32 1) Uplift bads have bem increased 60%forwmd or seismic leads; no tMer huease sid be permitted. 2)16d sinkers'(0.148 dia. x 3-1/4' long) maybe used at 0.84 of the table bad where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers 3) WS3 Wood Sam are 114" x 3" long and are included with HOQ hangers 4) NAUS: 10d nails am 0.148" dia x 3' bra 16d nails are 1162" dla x 3-11r long. New products or updated Product fnfamtation are designated in Mute foal. C ;rroslon Rntsh Wtgnlew Steel 0Gold Coat IMHDG MTdple Zinc `x H W Continued on ne d page 117 Fount Hanger Charts MiTek a ff JoistSixe _- USP ; : ' '. Stnck - -.•. . RetNo: Steel Gauge. Dinren�o,rs(tn) '.•....10SP le loads L '' Cade . • -Ref. - :• •e .•• BSW tiR�c , Heade[C' _ ; yl ' _ . H D :A = Hail : ; . Nan 1009E 11596 125% 160% JUS46 LUS46 18 3-5/8 5 2 1 - 4 16d 4 16d 1D40 -11.8& 122D.:1355:. S11H46 U46 16 3-9t16 4-13/16 2 1-1/8 _ 10 10d 4 10d 4250 T403 1515 j- 755 10 16d 4 10d :1470 1670 1800I .'755 A HUS46 HUS46 14 13-5/81 5 2 1 4 16d 4 16d -1085 '1235 18D0 .1155:1 40 6 HUS461F I BUS= 14 3-5/8 5 2 1 - - 4 16d 4 16d 1085: ')285 13M :1155, . HD46 HU46 14 3 9/16 5-1/16 2-1/2 1-1/e MIn 8 16d 4 10d 1230 1396 1490-� 780: Max 12 6 :1850 " 2235 .1770 HD45IF HEM 14 3-9116 54116 2-1/2 - Min 8 16d 4 10dTAax 1230 '1390 r 1490 I. 780. 12 6 •I 2085 t 2235 1 1170 " •-.��-.:: -•JUS46'=.�-=';'..111S46` ::' "1B j 3 5/8 •: 5 ::. 2 - •.1• I-z.4 - L�.16d`• �-`4i; " ` 16d' � 1040 11:85' Y220 j 1355' JUS48 ' : , ' ° 11JS48 = ::18 : 3-5/8 6-7/B' .I'.. 2 .I `• 1 ' ..I = 6 16d ("•4: - ; 16d , " 1395 -15111 1645 11355 -:j St8146 U46'= 16 : 3 9/16 4-131ifi l :2.: 1 1/8: -.10. 10 106 --A.-' :=- .10d : 1250 1405. 1515 ' -755 . : w :.16d' j:.'4'• =]Od 1470 1670" 1800' 755 •HUS46_ , : HUS46';'--'. ' '14..I:3-5I8: '` 5 _ .: 2 ` •;.1 :.: •-. •:.4' :16d := 4'< :'- -16d :', 11185 .1235 13DIF 1155 HUS46�_- 101SG46 :� :14 .: 3-518- _ :.5 .• : 2'..:: Y :.:'.-.::: :.4 ., •1bd • 4 = %': 169 ='�` 1085. 1235' 1300 1155 HUS48 -:•'' HUM 14 3-5/8.' .': T. �."2- I :-1 =I '= - 6 '. •16d .:..6 >: '>:::16d- =` 1625 1850 105 1510: :. HL1S481F I'HUSC48 ".: :14 I &we .: 7 . 2 •. ' 1 .. ''.-: 6 16d 6:. ' °. :16d' 1625 1850 1995 1810 4 �C 8'. " Hilo. ; _ •`aiUd6':;;-:' :• -• '14 _ :. 3-9M8 ;-: 5-i/1fi _ 2-1/2 •1-T/8_' _ Hnn : 8 15d 4' 6` - ; -tOd ••. " - = : 1230 1390 I-149D 780 , Ms x= 7-1 2 1850 2085 '2235 1170 HD461F.`.- :._ "#01C4fi - '14- 3-9/I6 •5-1/tfi :. 21/2 = -• ' • . HSn { 8 fid 4 = ,1Ud:i `-' }1230 1390 1490 780 5, R5, Max 12 fi i85D 2085I 2235 1170 .. r - H048 ; ' . 11U+18 -:-. ..:.... _ 14:: . • .... 3 9/1fi _.. 6-15J16 2-Y/2 ... 1 V8 ... T1Cm• 1D :16d' 4::.;• ' :... I1540 -1735 186s 780 - F2 Max .14 6; 2155 243Q 2610'1..1170. H048tF : - , , - � - • RUC48 '- < 1+i 3 9116 fi-15116, 2-1/2 '..; _ : Min -� � 10 16d • '. 4 - '10d• 1540 135 1865.i 780 '.. Max 14 r 6- 2155 2430 2610 .1170 . JUS48 111S48 18 3-5/8 6-718 2 1 - '6 16d 4 16d 1325 '1510 .1645 1355. JUS410 1115410 18 3-5/8 8-7/8 2 1 - 8 16d 6 16d 1845' 2105 2290 1980 SUH410 t1410 16 3-SM6 8-3/8 2 1-1/8 - 16 10d 6 j tod 2000I 2145 .2420 1115 16 16d 6 10d 2350 26M 263D -1135 HUS48 HUS48 14 3-5/8 7 2 1 - 6 16d 6 1 16d 16Z'J 1850 1995 . 1810' HUS48fF I HUSH 14 3-W 7 2 1 6 16d 6 16d 1625 .T850. 1995 •':18102 HD48 HU48 iii 14 3-9/16 6-15/16 2-1/2 1-1/8 Min 10 16d 4 10d .1540 11735 1865. 780 - Max 14 6 2155' 24 2670 1170. 4 x 10 HD481F I Huc48 ! 14 3-9116 6-15f16 2-112 - Min 10 16d 4 10d 1540 1735 1865 ::780 . - Max 14 6 2155 24� 2510 . 117IO HUS410 HUS410 14 3-5/8 8-7/8 2 1 - 8 16d 8 16d 2170 2465 26601. 2210, HUS41 OF I HUSC410 14 j 3-5/8 8-7/8 2 1 - 8 • 16d 8 16d 12170 24M- 2660 - 2210 ' HD410 HU410 i 14 3-9116 8-13116 2-1/2 1-118 Min 14 '16d 6 10d �� 2430 2610 1170' Max 20 10 30M 3475 3M 1950 HD4101F HUC410 14 3-9116 8 13/16 2-1/2 - Min 14 16d 6 10d3680'.3M 2155 243Q 2610 :-1170 Mal(20 10 '•3725 19M HOG4101F I Ift1CQ410 14 3-9/16 9 3 1 1/2 - 12 WS3 6 WS3 5015' S596 559E1. 2975' 31, R1, F32 Orft bads have been increased 60%for wind or seismic loads; no further increase shall be permitted. 16d sinkers (0.148 dia. x 3-1/4" long) maybe used at 0.84 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slard nail hangers WM Wood Screws are 1/4' x 3" long and ate included with HOG hangers. 11ARS:10d rails are 0.148" dia. x 3" long, 16d neiis are 0.162" dia. x 3-1/2" long. w products nr updated product information are designated In blue font Finish ®Stainless Steel CGeld Coat 11HDG MTriple Zinc A H D„. W 119 00, r LA 4S MINIMUM GRADE OF LUMBER Top Chord 2x4 SYP #2 SPF #1/#2 or batter Bolt Chord 2X3(0) OR 2x4 SP #2N OR SPF f 1/#2 or better -Webq 2x4 SYP #3 or butter MAY BE RIPPED FROM A 2XII. (PRCHED OR SQUARE) A77ACH MOH VALLEY TO EVERY SUPPOR71NO TRUSS WITH) (2) 10d BOX (0,130- x 3.01 NMLS TOE -NAILED FOR FBC 20DASCI 7-10 PH WIND, S,_ MEAN HEIOHI: ENCIA5E0 BUIWINO. E%P. D. RESID±.tICW.. HIND TC DLAB PSR CUT FROM 2xe OR IAROER A9 REQUIRED 4'-0" Max 1yyl rYx4 8'--0" Max 6'-0"Max 20'-0" Max (**) ' NG TRUSSES AT 24" O.C. MAXIMUN SPACING, " SQUARE ROTTOM VAUX( UNLESS SPECIFIED .DN ENOINEER'5 SEALED DESIGN, APPLY 1a4 T"-BRACE, 609 LENOTA OF W98, VALLEY D, SAME SPECIES AND O ADC OR BETTER• ATTACHED V Bit BOX ((0,136"x2.B NAILS AT 6` 00. OR CONTINUEUS- LATERAL BRACING, EQUALLY SPACE, FOR V CAL VALLEY WEBS GREATER THAN 7'-0`. MARMIUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'-G", TOP f.HoRg or TRUSS BENEATH VALLEY SET MUST BE BRACED WrrHt PROPEIII�r AITACHC•D, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS IMI AA 1. TION Oil AT 24" OD. OR AS OTHERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN Sr VALLEY TRUSSES USED N LIEU OF PURLN SPACING AS SPECIFIED ON ENGINEERS' SEALED •0E519M (•-11)NOiE• 7FWTH THE FURUN SPACING POR BRAC�y0 THE TOP CHORD OF THE TRUSS DENEATH THE VALLEY IS MEASVR€D OINO' Y�E SLOPE OF THE TOP CHORD. (44) LA GEER EED SPANS 12VA ,BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES BOTTOM CHDRD MAY BE SQUIRE OR POW CUr AS SHOWN. cur CHORD Wax" OPTIONAL: STUB OPTIONAL HIP END VERTICAL • JOINT DETAIL r"-, T P7n not @a ratpoo3mv. of I tm dtsigi Fort Pierce Division 'p'8�[l�+w-"i� Z890 N�{ Ktnpe NI hwoy, :peeKto eppikgllom, COMPANIES Itpg �r �r For! P(orot, FL �41 of to for hontNng Lr�1Yi�EM�iC (800)232-DS08 (772)484-h1B0 TNss� me to ba ttu F. 77Z)318-0010 Whin no ahlounyg W 91.01ed on the I" Ra to MI dom cam . FRAMING TO ILL 20 20 PSF TO DL 10' 1 15 PSF BC DL 10 10 PSF SC LL 00 DO PSF TOTAL LOAD 1 40 45 PSF oimtcllal rrcllrl 1.25 1.75 SOUTHERIM TRUSS COMPANIES W r-1 r ,1 Erecuan bracing h no( the rosponFm of lrwa dosigno4 plalo manufactaror nor Ingo labodlor, p°raone UK Irusaeo aro cdutivnld to soil; profcedoW lv raven! lvppdH% advkr roganil�ry ereaAon broalnp tr b shrove requked P and dsmiNO during iimuvn., and pplf mnt bmctng: Rhhh mod bo rvquind in erce Division � oppsimlom. Soe'6CSI-61 5bmmprylhs°t commentary and rocot�msn- N. Kfnq■ HI , aU awmseled aood louses (m). qs� for hal�fng, !n>laping do brochig mdal p1 P�SPACINCG Pr■�•, Trusser ant to be erected and foslenad h fwlaied fi a draight aM pplumb .o90q (772)464-416o xharo Ira sheaUnp Irppp6�d dhseW to the fopp eh�o�ide, VIry ahaU. bo braced ao ;(772)316—Dots apidw as the bnm dimim Time; shag be tenalla xilh roasanbMo cm dudng Top Chord 2x4 SYP #2 or Dolt Chord 2x4 SYP �2 or Webs Zx4 SYP 3 or REFER TO SEALED DESIGN FOR DASHED PLATES SPACE PIGGYBACK VERTICALS AT 4' OC MM. DAD0ERDSPIES MUST BE STAGGERED $O TFWT ONE SPLICE IS IRECTLYH ATTACH PURLINS TO TOP OF .FLAT TOP CHORD, IF PIGGYBACK IS: SOLID- LUMBER OR THgg. BOTTOM .CHORD IS OMITTED. PURLINS MAY BE APPGED: BIx7F k THE TOR CHORD OF SUPPORTING TRUSS. REFER To ENOMMCS SEALED DESIGN FOR REQUIRED PURLIN SPACING. THIS DETAn. L4 APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: L(0_0 MPH WIND, 30' MEAN HOT. ASCE 7.10 CLOSED BLDG. UDCATED ANYWHERE IN ROOF, 1 MI. FROM COAST OAT I, F,I! C, -WIND TO DLrB. PSF, WIND DC DLo PSF 140 MPH WIND. 3D` MEAN HGT. H010 HCBLOCATD ANYWHFEN ROO F H0.WLWIND BC DL_5 PSF. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 10 "T" BRACE. SAME GRADE, SPECIES AS WEB 709" TO 10' MEMBER, OR BETTER AND BOX LENGTH OF WEB MEMBER. ATTACH: WITH Bd' NAILS AT 4- 0/C. 2x4 "r BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR ER AND BOX LENGTH OF 0%EB MEMBER. ATTACH WIT 16dAI S C JOINT TYPE —SPANS—up—To— 30" 34' 38' 52' A 2x4 2.5x4.2.5x4 3x5 B 4x6 5x6 5x6 5x6 C 1.5x3 1.5x4 1.5x4 1.5x4. D 5x4-- 5x5 5x5 5x6 *ATTACH PIGGYBACK WITH 8"xsx1/2" CDx PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACE5 9 +—U-- V.C. MAX. _t.-r__.._ "- Fort POierce Division TRUSS Fort Pierce,gFL (34951 COMP�►lM[ES (e90)Z32-050e (772)464-4160 Faa;(772)318-0016 \A/ Ci r- rn Erection bracing Is not the, responffily of tows not 7rirss fab t dor,. pew" erecting trusses are advice rego*g4ecclion-blocing..Ahlrh 14 alNpys and dorm 44 duling ervelion; Dnd ppemmnent'brm spearw: opprrcalious, See'11CSI-111 Summmy,shod dalhns forhWm, bdo&g do bracing meld plole Thwas am lobe erected and fastened to fastened-1 where no shealtn9 is oed dh *- to Ilia top el specified. on Ihs Inm ensl%m TNssse W bs hanc 'emvin`to pmml _..__ g Co . '""or, piatp monufacturer Maximun Loading nulimod to seek professional required to prevent - toppCaig 55psf at 1.33 -Duration Factor 4 Nhtrh msy be requirtd in 50psf at 1.25 Duration Factor Commentary and rewmmen— eomecled wood trusses (IPI). ,i7 sf at 1.15 Duration Factor P a straight and plumb position ING AT 24" O.C. xds. Thep shag tie' braced m le m1h reasonable'care duftl i SCAB -BRACE -DETAIL I ST - SCAB -BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T Brace) is impractical. Scab must cover full length of web +/- 6". `** THIS DETAIL IS NOT.APLICABLE WHEN BRACING IS `* REQUIRED AT''U3•POINTS OR I -BRACE IS'SPEQIFfED.- APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3"X 0.131") NAILS SPACED 6"'O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH SCAB BRACE 2X4 MINIMUM WEB -SIZE - i MINIMUM WEB GRADE OF#3 Nails / Section Detail ®CE Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. T-BRACE / I -BRACE DETAIL 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 1x4 or 1x6 10d 8" o.c. 2x4 or 2x6 or 2x8 16d 8" o.c. Note: Nail along entire length •of•T Brace / I -Brace. (On Two-Ply's.Nail to Both Plies) ...' ' _ I Brace Size for One -Ply Truss Specked Continuous Rows of Lateral Bracing Web Size 1 2- 2x3 -or 2x4 1 x4 (*) T Brace U4 (*) I -Brace . 2x6 ix6 {*) T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x81-Brace alternate position Nails Brace Size for Two -Ply Truss Specified Continuous r + Rows of Lateral Bracing SPACING Web Size 2 1 2x3 or 2x4 ( 2x4 T-Brace 2x4 I -Brace WEB 2x6 2x6 T-Brace 2x6 I -Brace �k �► W. '2x8 T Brace 2x8 I -Brace k + +; T-BRACE I Nails Section Detail �LIEDT-Brace J \ Web alternate Web —; I -Brace T Brace / I -Brace must be same species and grade (or better) as web member. (*j NOTE: If SP webs are used in the truss,'ix4 or 1x6.SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1X bracing material, use IND 45 for T-Brace/I-Brac For SP truss lumber grades up to #1 with iX_ bracing material, use IND 55 for T Brace/I Brac Southern Truss Companies, Inc.. Twss: Al :+ 2590 Nki N. n wa SCtlTHE N 93 � y WgwtNvm: Ccysw Tfit%D-- igler: dhc ,U 7RU55 Fat Pierce, Fl34951 Date: 6140018 11-4036AM SOhdKVN Thm COMPANIES' (800)232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 101'1 Vzrscuc 2617.7-1 [Bold-1 Mateai,d Da4m %=,ww 1565 S)mn Pitch Qty OHL OHR CANrL CANTR PL16S Spacing wGr/PLY 272-0 6 /12 1 140 140 0" 000 1 24 in 118 ft I 11 4-0 1 6-9-8 6-9-8 6-95 6-9-8 1-4-0 i i f 6.9-8 137-0 20-4-8 27-2-0 4x8 - 4 12 12 6� �6 1x4 / 3x4 f 3x41 tx4 \ 3 5 6 Cf (7 'd 1 5x4 - 57 x4 - T 1 - 2 ,0 9. 8 3x4 - 3x3 - 3x4 - 0-0-0 0-0-0 L 9-0-11 9-0-11 9fi-11 9-0-11 18-1-5 27-2-0 Loading General (NI Summary Deflection L/ (loc) Allowed LWA (fit) UI.CC&- iBC20171 TC: 065(46) 1bK.7C 032n L" (104) L1180 T(I3-: 30 M-M14 DC: c 096(104) 1M1.L- 0119n L1999 (10-1) LISAO TCCL: 10 RepMbr"-- Y. Vkb: 033(4-10) $adt 0117n 7 FKI.L: 0 110L: 125'. O�FeOr.]:a=20 HCJI-: ]0 A,eCH�Ua�Xxaas): o�-,aJ-un) r..oa�,ss+a (3A133-9.36) (4403-= (5¢13J-9'.b.) i IW.) (t3•,0,,-I,JJ.) (800,�8� I l9nnta2ui rlonu36a3 I Reaction Summary 3r hue 1 BraCman Bmwdh MAIW R4d8r_Wh M.Md M-C—Lb% MaxgidLtm M.LW Max]ixe 1 Fb(mp , sn COOMMavq 300h 1J89m - 4671. 46M -92m 7 IIRaI(V3y 1 ailCmuaeM—q 3wil 1J89ES - -WU 4671. 01s Material Summary Bracing Summary TC BP( 7A13)u22a4 TC&.* 9asM f3xfiat35A%fad�pb) Oh+. 13C 9'" ?<113192'x4 BC&.. t 9xaWalioieat74A%fa&nalvQ— Whc 9'(�ISL".Y �112jH3'a3 Loads•Su Irtmrary 1)n�nsik ,tm,'MZvmfQMBr�meb loJ.teodmatvaFemapYndvamtb 2)7Mt�IV.*&SSinwfa, bwmOf-idmachar d .MAi49Wa0,,b&f.Iu ig d6MiQa 160mph"1inanEV..r-lktE iss LC bHEp rl aft Caa?+a3•B(I ImiOvmMda 0-27176x4LIJh,h-141SMFMZ—T—Nd—iwat—O dDM=lb0,CC7mew.ffi3R 3)Mn6manaa-E1nd. i-ndiaruihl6CUM607.1 Wodb=.ppFW Member )j orm Summary lB lidn6Me dv1()matOl mn axulf !®>m�fu¢addae86am czaiWfacj TC 11-1 0-171 366t 24 - 0551 •J$3Rbs 67 0381 -=h � 1-2 0581-20L^Gc 44 OE51 a Ix _ 7-12 0271 36tr, I3C 7-81 0" 1768b. .i-6i10hcl 8-10 >. 0.876,, 1:1371s �• (-27,tr,) 141 0963 1:7681s -5M� VUtr 2-10 Or-- 448m 4-8 0333', 68116, ,: (•237tN 410 0313 6311. '037h,) 66R 0.172 4481a Noteg ` r 117),"si�gik3mdm49CE7-]OarAanatbyte'J17AritckAdi'.gG:d: �/ ) ^ jI 1htCitaNKaQiztdtwiwlatdinvmNdfFnrosduroF<fiGdpls>bxepantpuavtdctiiYnodrb53dlmd,nmputa Qfl ll,+(Fa'•1}z�13Yicauxdtnn:uBtAN�1/(J71. ��\ N `-�• �L� /� 3)/q�afymool600r.C9f,A0,l�buuam6ofbhjth�l ?a1�c md�d .a4sac 6dbyhTn aMn ixfmrprAi$1fH,-^�IR15a6co242 N ��-- ���� 4)Wdx:diQTOrmixFhtadmMN'FRSO�1)•1wGg,' \LENS � Q 1 � i 51PhakabfalTC' kst3cmtielra�n�emnimvam•mN`renmtbiaefetmb6dfa,diyiaafin6n�ao�ixaey:ez �. ` � y ;� PE'76051, ` , L l 1 � �Q�`'Y•�cCOR1D�''ti�� -__ N CIVAL SO' NOIICEAvpydh's�dialhfirrdddnlcaeaino'6aox.7hai�mofh'sidxiAs+Inss'alawdmd�naeua>dmpvemv6ag4idbJ'ErTcuaMar.dtniennird,ym6eamcdysmmr�dh'efama[na2fafib)'�s&T Bt4'fttM.B)C31d)� �°'�^av6ieB�°t�P��a++i�i6l�dri'�M'�farfet�mnK bps.�,s�sr��]rchaamta�.+�Es+<z76z.w mhq�dwa�s/rans]a8catddfi;"ImpelanWfanaemBeCatoaL'.ias•'ryy!tfaaafadiJatmafinAlmmmrPh�aul6e mnnmwpb3sa¢7.0g4€��6eyp3'utf8t�ehfnln�bya<18'"Widcidaasan 16mu0eplaCatSatl$;afrchidauafigh_elatlRgmeaphe snar�:x•,6os1 - 25903C Aitx¢p31951 oI cuss ,Truss Type Lny ply stal CRYSTAL Al Roof Special 3 1 rJ.b,Rfrence (optional). ruse, FL Pierce, FL, 34951 Run: 8.230 s Oct 21 2018 Print: 8.230 s Oeey 2018.MiTek Industries, Ina Wed Nov21 14H6.092018 Pa e 1 ID:IV32yj4p7)0 ON8FKcOweeyH?sG-fpvlBx67?aEtajldRojfocs5BkDJLK2PRMCRy�y64 1.9 4 7-52 13-7-0 21-0-12 27-2-0 28 6 0, 1-9Jt 5-7-14 6-1-14 7512 6-1-4 1." 3x NOP2X STP= 3x4 = 2x4 11 4x4 = 15.E-0 21-012 27-2-0 6-1-13 5 6k12 6-1-4 3x4 = Dead Load Dell. =1/4 in Ix4 II �I4 0 114 Plate Offsets (X,Y)— 11:0-1-4,0-0-21 12:0-1-4,0-1-121, [3:0-3-0,0-3-Oh [3:0-1-12,0-0-141 [4:0-2-8 0-1-121 [10:0-2-2 0-0-8] [11:0-2-0 0-1-121 [13:0-2-00=2-41116:0-1-12 0-1-81 LOADING (psf)I SPACING- 2-0-0 CSL DEFL, in .(loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.26 14-15 >999 240 MT20 244/190 TCDL 10.6 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.49 14-15 >655 180 BCLL 0.0 Rep Stress lncr YES WB 0.87 Harz(CT) 0.24 9 n/a We BCDL 10.6 Code FBC2017/TPI2014 Matrix-S Weigh11541b FT=4% LUMBER - TOP CHORD 2x4 SP No.2'Except' T1: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 64: W SP No.3 WEBS 2x4 SP No.3 *Except* W2: 2x4 SP No.2 OTHERS 2x4 SP N0.3 REACTIONS. (size) 1 =0-8-0 . (min. 0-1 -8). 9=0-8-0 (min.0-1-8) Max Horz1=151(LC 4) Max Upli tl=312(LC 8), 9=363(1-C 9) Max Gravi=1057(LC 1), 9=1163(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. Qb)'- Max. Camp./Max. Ten. - Ali forces 250 Qb) or less except when shown. TOP CHORD 1-2=1842/549,.2-3=4010/1287, 3-4=4528/1488, 4-5=2017/644, 5-6=1628/550, 6-7=1597/470, 7-8=1677/448, 8-9=1890/525 BOT CHORD 1-16=540/1508, 15-16=264/784,14-15=-645/2102,13-14=214/1200, 9-11=354/1600 WEBS 2-16=1281/466, 2-15=1015/3015, 4-15=804/2285, 4-14= 649/402, 5-14=326/875, 5-13=2951702,11-13=34811550 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCEI7-10; VuIt=1606ph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=14ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Ali plates are MT20 plates unless otherwise indicated. 4) This truss hes been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except OH- b)1=3.12, 9=363. LOAD CASE(S) Standard L' PE 7i051 ORL_DPIV ��Ii�� ///;S0AWL lll{►l d\ Southern Mmss Companies, Inc. Truss: A2 3OUYHERTi! 2590 N. kings Higjlway T pmjep . TRUSS Fort Pierce, F134951 Date: bl-MI8 11:40,37AM SdK774 Ca..Y^�� `^'^Tnx§; COMPANIES (800) 232-0509 (772) 464 416O (772) 318-0016 Fax Pala: l O•l Vwsi=2017.7.1 [Btild2l MalerWlldahss %=aar 1.%5 Spun Pitch Qy OHL OAR CANPL CANPR PLIES Sp-im WGT/PLV 272-0 6.112 2 144D ow 000 0-.30 1 24in 11711n i 1—, 28-" - 114-0 6-9-8. 6-9-8 6-9.8 6-9-8 6.9-8 13-7-0 20.4.8 27-2-0 4x6 - 4 12 6F 12 16 3x4 / 101 3 1x4f r� m t� n i y I 241 1 5x4 - 4x51 T 1 9 8 7 3x4- 31A- 3x4- 0-0-0 0-0-0 9-0-11 9-0.11 8-9-1101310 940-11 18-1.5 26-11-0 - -0 Loading General al Stimmmary Deflection L/ (roc) Avowed lmd (p4) Bk¢;Cok: Fl3C7077i TC: 065(45) 1htCR 035it LIM (671 L/180 7(Il: 30 r 7H1.3014 BC:. 097(9-1) VnLL: Qllu L1999 (6-7) L!.'AO TCrL: 10 Rq M6rb m . Vs Va: 035(47) ) =Ck 00 it 6 BC LL: 0 DOL: 12516 C pF4nr,Fa=20 BC)L• 10 P6t(g'�(1at\'V+45): (1:11 1A) (204,1455&' S) (30-133) (4",}15A) (5",y15M) AQ (63.IQI.1190) CW.8p.) (80Q1-12A) (90dz80.1 i I� actlonlSumnlary Jr Tvoe EMCmdo. 6eWUh Mabel RudBM%% MuRa MmC:avthle M.WidU* M.L A M.Hxi, 1 Ro(%r)j I 8n Cmm:Nb..y 30D'a 1Jsghs - 4091a 4606s 127fs 6 HRd(W,) 1 4. CaurcMavrry 300u 1350fa -4(Atc 4W s Ohs Material Summary Bracing Surn ary TC SP NS062013)i127s4 TCBnmg S17mMIQRxiaat354RxFh lyOfus DC 9? NSg6.2013)MN4 BC&—j 3aa1n,rc11a5sa7610037+i+do�nByQhas W4s SP ASQF2012)i324 Loads Summary gTtenmknn®�mdraf�,draxa .,1a�,.mawwnaphamdma: uidYaNd.a dvb—i$�7. d:pc l(OnphutirotF�, ..raw. CnyF,}{RgJ{ � .R((slgjAp•�TBy 2..rJahuLnndth-14i ME.d7 -]kO.0 7b Uradf s,�zz1711:4s33an>14nra�lzapn�sra�ao�dm,na =1w,oczaw.m3a 3).Mi@nmyvdgeacbad'ggisv�t•�•••le1BC756k160t1 kumhmapphf I , Member Forces Sunmlary Taar: nrama,nmaxcs�a m1r m �.r�adea �xa�lrm� TC 104 0271 361. 2.4 Olm -1$�6s 5.6 0587-2,037h; ]-^ (ISM -2"1a 4.3 0651 -1it42hs BC 16.7 0934 1.738/n (6741n1 79 OR78 1.724E. •324W 9.1 DACS 1755fa i•661 fa Va. 2-9 Q173 -wk. 4-7 03% 685M (•249W 49, Q326 680Ix (-23316) 5.7 Q173 •4501s No(es I)TL'sde�seb>9NmA�E7•IOacrdaamf6y1r107I3xihAuifiigCode \ / I) W(Raniltr�QLmchesuialaodhuieat+llifsus�bFelmd�l-ooyam(nsaadlrIIcrondcnJadiwl�a�aP�azl7tfl I.I,+(Ka-1)xn0 Ol�tamn{uax07.4t4911'H 1. % �` �' �� n�/ 3)AgwFmodhatr.Cq=100,Mshma oNc(Ase6trel� u,¢Sgmvaixsat�aifiillylrTn�MandaeavpaM190'H I-^-0D"'Saa.2A2 4)liada61yp5@rcsiorcLst�lmMWERS()J•kuSrg `G``_N �� 1 �/.:. AA �1ah1a17CPU In hmmfeRai{fiamoimuosvanpum a[oYaAauii3atd'npLa y kod�uaa0 ¢eyit ��\'/�•y/��! �� <4 �% ` '� PE 76051 i `f 1 Li I � = 0 �ST O ORI'D �I ��1(f1111� WIl(ENgryof6isSvv9ni6efia.Matnhearinm�osacTLa7esd'h'nidnilolneseM1melmde�.ae6 antra♦frermssgpR�lln/�eTmsMam6e�aasdsymfram�aq ardamoffenfanehvmfuls �f°$'�' Bf18n1V%Blealdy D�A9slmhiw}aas�iidmisamy°'�¢ul'Pd�1a�6rcRm�?i'�i'f Ieau..a:7POneY.Icgvdian9efnmsv(u0cnif.:" tnam'aoaellySnp�9mS-TrCm{�rnlrcuamnlansx�sE9i 272�.Namebr tsam:G 1�'P°'1°41nCmmioEGnaallba'tmgfaaddmmliJaruomn.NaasearpLG9wlbe PL yns}CuJ$Eery%Ipltt�eisRibwdbre=18'uFidsiu*anan 181atr�ep6K7rS,18;vt�ihid;atrahla�188ay6epl+n 5'runFi�K7(O51 - 1590?`I �R Wafl34951 Job I russ Truss Type- CRYSTAL A2 ROOF SPECIAL juty 1 1ply Icrystal 1 Job Reference (optional) Southem Truss, IL Pierce, FL, 34951 Kun: u.23u s UO[ zi zwe rnnz o.z4u a Wc[ zl zU1a Mu eK,neeaa,eS, Inr. wea Nv Zl 14:10:lY ZVI. ra a ID:IV32yj4p7XX ON8FKcOweByH?sG-7OTgPH7WNkCttpPjJyB?90pb4O2oYBePGtldy y63 1-94 , 7-5-2 13-7-0 2140.12_ ,_ 27-2-0 1-9.4 5.7-14 ' 6-1-14 7-5►12 6-1-4 3xq - NOP2X STP= 4x4 = Dead Load Deft =1/4 In 10 3x4 = Huron .. P= 2x4 11 4x4 = 3x4 = 3-0-0 94-3 15.6-0 21 0 12 27-2-0 3 n 0 6-4-3 6-1-13 5512 - - 8-1-4 Plate Offsets (X,Y)- [1:0-1-(,0-0-2], [2:0-1-4,0-1-8], [3:0-0-0,0-3-0], ]3:0-1-12,0-0-14], [4:0-2-8,0-1-121, [9:0-2-0,0-1-12], [11:0-2-4,0-2-4], fl4:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in Doc) I/def] Ud PLATES GRIP TCLL 20.6 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.27 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.49 12-13 >652 180 BCLL 0,0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.24 8 n/a n/a BCDL 10.0 Code FBC2017JTP12014 Mabix-S Weight 150 lb FT = 4% LUMBER - TOP CHORD 20 SP M 31 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 64: 2x4 SP No:3 WEBS 2x4 SP N0.3 'Except` V& 2x4 SP N0.2 REACTIONS. (size) 1=041-0 (min. 0-1-8), 8=0-8-0 (min. 0-1-8) Max Horz 1=135(LC 5) Max Upl tl=313(LC 8), 8=313(LC 9) Max Grav1=1060(LC 1), 8=1060(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc pudins. BOT CHORD =Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=1847/551, 2-3=4023/1309, 3-4=4543H513, 4-5=2026/650, 5-6=1637/560, 6-7=1688/476, 7-8=1899/538 BOT CHORD 1-14=-554/1513, 13-14=271/786, 12-13=-665/2110,11-12=231/1207, 8-9=395/1628 WEBS 2-14=1284/479, 2-13=1044/3025, 4-13=823/2291, 4-12=-650/404, 5-12=328/876, 5-11 =30 1 f7O7, 7-11=269/224, 9-11=387/1578 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf, h=14ft; Cat II; Exp C; Encl., GCpl--0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Ail plates are MT20 plates unless otherwise, indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except ()t-Ib)1=313, 8=313. LOAD CASE(S) Standard l -PE 76051 A � ?� !/ RIUP���tr�� Southern Truss Companies, Inc. Truss: A3 I N. kin -Ii 2590N trs CJy56a ma 3pl1THEpN �' � �' '�De�ivxr ft CO� S(WX"TM tRUSS: ' Fal Pierce, F134951 Date: 6114l1018 11-4O38AM Tm COMP+ANIE3 (800) 232-0509 (772) 46"160 (772) 3I8-0016 Fax Pav: I O1 Wsim20177.1 [B6h121 Moleliil Da6tw, %=i= 1565 SPIn Mb Q4 OHL Olt CANCL CANER DUES Slacirig UGRPLY 23-2-0 6112 1 14.0 0." 040 000 I 1 24 in 112 N 24.E-0 i� �I 14-0 6-9-8 68.8 6-" 2-9.8 _ 1 6-0-8 13-7-0 + i 204-8 23-2-0 4x6- 4 12 -16 12 6F- 3x4 / 1x41 3 3x41 a+ n' 1.Sx31 6 T y. 5x4 -' l 1 1 T 1i 10 9 3x4 - 3x4 - 8 7 3x4 - 2x6 j 0.0-0 I 1 9-0.11 9-0-11 5-0-11 9.0-11 + 18-1.5 23-2-0 1 Loading General CST Summary Deflection L/ (loc) Allowed Imd (pd) 73tgco11< MC20171 TC: 064(2.4) WCIC 027b L1973 (10-1) 1.1180 TOLL: 20 V!1-2014 BC:, 09300-1) VAMI 0f18b LNJ9 (10-1) LC40 TCCL: 10 FgMbrlmu¢: )b ROb: a46(527) HUM 004b 7 BCLL: 0 DOL: 125% 6�Faniyl�a2n BCM: 10 Ph tislloG\XMck ()3.101-HAa ('.¢03-15.u.) (30.131-9.76) (4"3.13A) (53-9.4-1?X) iti'1-12.'a-I.QO.> (73413$,9a) 0".4S11) (gnat-12at nnao3-ant Reaction Summary Jr Tn: � BMCOOv @.Ruth Mabid R6dBreRBh M.Red M..CM.L do M.VWLb1R M.LW Mini i, 1 V.(M41 Sb C--M...y 3fIMb Ipnbs - 4011a -t01bs ISMS7 HROICM14 ) 4b Gm eM-vy 3006 9%ft -3551. •355bs 01. Material Summary Bracing Summary TC SP(ALY042013)022x4 TCMft ShmiWaB -6,114Y,9t 6soby0b- Be SP(AL94F?013JQN4 BCB"dv %.fw Wt. SPIN-90i�12)032:4 Loads Summary qltmn�msn®a�xnara��a,eelolam�omax.amKmapl�amd tom ?)7L'en�hut®ii�i�(urh�aCandiuMba®rdman8A9�7-lOwitil�fobaiguarddmdigc 160mpLutiwgEgmn•GFdyFidnd,O.�NdipBu3LgCeag�D0�1L0A0uaHAfs• Dmc7/.171tx4633ah-14 ftNAFxdZ=Thsc Ww&dwbaaifae1001n)i0.00Z�Wdb3n 3)Miinmsnagrae'rind:�gb�,•,•d••• ibJBCGbk)f07Jhk .xb qpW . Memmitmer (Form Sumr nary 7 hki fCLSMmdalD maxC3maxuidf (maumyefa¢rddfu a6anmaxaxblfn � TC 11,-1 071 36h 2-4 a644 4,452bs Sd 0_149 69ES (•76s) 1l 0&% -IAMI. 4.5 067A -UM bu BC 7-8 0-99 701ffi -3191n 5-10 ORi7 imft -293W 10-I 0976 1 3abs 6301a1 ROa 2.10 OL171 445M 43 0" Dlhs (-61N 5.7 0.456-t}69bs 4-)0 03'9 E931n (-2itbnl 53 a102 s26s 6.7 Onl9 (nts (-22U) • �� l l l (/ll�� • 1)IL'sdsy�Bh tiioM9CE7-IOasrdaeaadbyte2ll7mbtibHdSy{Cn>r �WtCRanlHss�CRarctewtialanl6a¢aN.illonru8eb6<bWP1s(n*aPan�pnimldhfbmadwdadlodmvpwimDR LLi{F'n.l)xD0 Gi'aunthrxxxthN•&ICA ). 1 �,\�lll � m� �S �j �/ \�\ � 1311 . L7CF� I�% 3)A7u•.+lnaadfa�,Cq�]n(I,insbm�appS,dbhphehuehoYsnml�.abgacspnfiufby6cinraMmuE�mvpeMHJff71.300'!Srm o2.t2 4, ^f �f¢tail(CLR)mSodaMcbaioe{s)aMwiRauofCLRm¢alradq�nd5'�P*aN1T�dsxDR'EBCIRBRA(]?Tva6�ni.QbCLILanddiayunl6-uirosse ����1Q,-% \CE/vS�` � `' � � AL�aabeya6nn�xstnwa,Mw'Btstt�i•md� � j� t j 6Jlb�bmblmTCpafiMatcnmfha�vp%�inms¢nalumicabnn� uoblil:elS�yi.-egnledcauuaf�xpig � \ I PE 76051 r 1 _ 1 � PT < _ N����� `cpRID Ill! 1111 NOI7ffMgrvedAnd�jvAelbeamib:dbfr¢�imtnmc.11a.'Hotlybli.•dNlwislaWmMaCvaiuiiaMra}G nimnaytid(y'ItTn xMandaoucarclydaymlramnary autom{dtn4ofhidamnimmfirhlyfieBuiLyy Llsg�rA�lonl,i.�aw�idcnsao>ZnnxofP6fa�i.elegi�igrcqu�rad3ifirhNusaarywadei�Juuo.Satronvlrigeaulhe"impxtuWdamnirn&Cmoa88�{nPekraideorn):dmminaavran-pd�bdulbe BEM. Bkaj(3. mauufauallySnpmSwg-TeCmKsmylrcnaagilvuvbFR276'---Uaxvmr{d�uare^.0gµ�un{sheTauSdpht,¢e'sf�fr+allh•a=15^and.i>&x�vmlSpugepi.eorSM78 Sd�iboiaoab�pb�l6p�ephc SuaFiR,Y76051 2%0ti ' ! sAlb¢R3493I s Job I russ Iruss I ype Qty Crystal CRYSTAL A3 ROOF SPECIAL 2 Fly 1 Job Reference (optional) oumm I fuss, ra r,el , r1 , 0 i RUU: O. U 5 UQ Ll LU10 rORC O.L*U 5 %JQ Yl 4U10'= ICK MUUS eS, RIG W9O.IVOV Yl 74:7OaU ZVIO t'H B l ID:N32yj4p7XX ON8FKcOwe8yH?sG-70TgPH7lmtNkCttpPjJyB?92Kb622nGBeP y63 7-&2 13-7-0 21.0-12 23 2-0 1-9 4 5-744 6.1-14 7-5-12 2 STP= '3x4 = 4x4 = 5 2x4 II Dead Load Deft. = 3116 in 4x8 =NOP2x STP= 2M If LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Poe) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.23 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.39 13-14 >694 180 BCLL 0.0 Rep Stress Iner YES WB 0.95 Horz(CT) 0.19 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight 144 lb FT = 40X. LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD T2: 2x4 SP No.2 BOT CHORD 2z4 SP N0.2 *Except* BOT CHORD 64: 2x4 SP No.3 WEBS 2z4 SP No.3 REACTIONS. (size) 1=0-8-0 (min. 0-1-8), 9=04W (min. 0-1-8) Max Horz1=190(LC 8) Max Upliftl=276(LC 8), 9=249(LC 9) Max Gravl=908(LC 1), 9=908(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1572/484, 2-3=-3356/1235, 3-4=3833/1451, 4-5=1606/569, 5-6=1107/423, 6 7=11511359, 7-8=-643/182, 8-9-904/243 BOT CHORD 1 -1 5=-565/1286, 14-15=277/668,13-14=659/1712,12-13=223/861, 6-12=260/210 WEBS 2-15=1085/488, 2-14=1040/2504, 4-14=842/2007, 4-13=-611/406, 5-13=329/827, 5-12=195/369, 7-12=106/415, 7-10=629/256,10-12=158/551, 8-10=232/845 Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-10-9 oc bracing:1-15 7-2-0 oc bracing: 13-14. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIf=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsr; BCDL=S.Ops% h=14ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates areIMT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads. 5) Provide mec ianical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=ib)1=276, 9=249. 1 LOAD CASE(S) Standard P� M`BL r PE7051 f '-)375- 0.RID • ���/11 I { 1 t 1��� Southern Truss Companies, Inc. T>vss: A4 259QN, kin 11i wa SOUTHERN kings � y Project Nanne- Cry" TrlemDesigner do TRUSS ` Fort Pierce, F134951 Date: 694M)8 11r1039At11 Cmlp Tn1¢lae I m COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Paw: 10f 1 1{ti9m:2017.7.1 Dk ik12] MaterialDafalaselelsialt 1565 Span Pitch Q1Y Om Om Gwrl. CANTR PLIES Spacing WGI•/PLY 27-2-0 6/12 1 140 140 000 000 I 1 24m 119kb I 29-10-0 i �1-0-0 6-9-8 6-2-8 77 6-2-8 6.9.8 1-0-0 1 6.9-8 13-0-0 137-0 20-4-8 27-2-0 14-2-0 5x6 HS 181 5x4 - 5x6 HS 181 4 5 6 f 12 12 6� 16 1x4 / 3z4/ 3x4\ 1x4\ 7 ,n d ,o ,c F M 5x4 5x4 - 1 ,I ,2 „ 10 3x4- 3x3- 3x4- 0-0-0 0-" 9-0-11 9*41 9-0-11 J 9-0-11 18-1-5 { 27-2-0 Loam General (Sl Stirmnary Deflection L/ (loc) Allowed l.md (y) B gCok 18C20171 TC: 058(I--2) V.CFL 032n L/955 (12-1) L/180 T(IL: 2D 7ell-2014 BC:, 09602-0 VnLL. 01h LH93 (12-1) TCm: 10 Rry�artmme: kx GFh: 032(542) ROOL. 007b 9 L/20 BCtL: 0 DOL: 125% Geq,ramr t(a-2p B: 10 M- PoeC6�prs7ti'Ypq�} 0-3403-IIA) ('JFA115$i) (30.13,IA26) (4003.8,13) (500.30p) (600}8j3.) (70-13•I.9-) 01003•ISyiJ _ I (9}701-IIII) (IOOOiSRI /IIOQI-12Il1 (124N•80) i Reaction Summary Jr Tc, 1 11¢Cmba Bc,WR Mavnl Rad9cN8b M-Rd M.C.,Lw M.%\VdLb1R m"UA M.H ih I Pn(wmj I 8n Caml;Mavry 300n ljsob -4671. -46765 88bs 9 HRAMI) I 8b Ca�am—y 300b I330b. - •4671. -46Z Ob, Material Summary Bracing Summary TC S'W-9C&W)3)i-.M TCBI-9 9-64-4c46:10300 BC S'(AL906-2013)WO BClhang. 9,mfulaAximd7.2Q146dg2,bytalns Wb0 V(AL9C&2012)V3-N4 Loads Summary 1)7h'sn�lashm,dc{adra:6ad1asdueblOpffTbmld�adiwhidpindmd� idhodsn �7-l0ubbdo7m Wddfndi3ue 1COophulimtE@o°re(.Futi'Sdan4f»ld3iP,96inBCatgaSB6n100),Qv IBIi,} 2)7L'Stmsle bmlh�MRWF- JZr II>s27J7flx4833Rh=14ATk�nl2anetnesl�cadud,m�teol0O.=110,CCIomVTdh3R 3)Mnimmstra�Lilndgu--',•�,--�+•1BCTahb1607.11a5mt4m appfai Member Forces Summary >b6r .••Maa6algmaxcs a=awr a�(nt.,. �.ra�rdaraane�anxamlra� TC L3,1 0271 361% 4.5 ftm-IjS1h5 it9 0_�-2pl9bs 1-2 0580-2019hs 56 am -1: °ohs 9•l4 0271 36bs 24 057E -14061. 6S o572-1816bs 15-12 BC 9-I0 0962 17461x (-6326) 10.12 =4 13131c 4 12d age 17ml.(-59414 VA. 312 0167 •-01. SIO 0319 67SE. - 0319 678bs (2401a) 8-10 R167 -4351s Notes: 1)7h'sdsp,n�a1A9CE7•l0aznfanullQ•hY17Rrih8,�gCak `�\\q �N ••� •t`�'��/J 2)VdCRmd}briIXamMvialmdhiz¢umld�ttm'uledrbbebadlin4eaepmapnmlorddbvmd,mdmdlndaangadasQfl LL+pCa•-I)xllil lY�am,bnawEADHO'H I. N �i ��•�^ 3)!u(tbrry�adfamr.Gl'104huhmalp4dbiephN,tram. \alca kylrTnmMa,vdaa.clvAh9aA l•2002:ean2.42. 4)ASnitad�uapdaiayebppet(xad5,(; �` \GENS�\ `/ ��/• \'```�fi 5)Iadvid,pil,maxd6avlmMR'FlSQJ• hedM , 6)Potshc+NaitCpifihml¢mmfcp,>apavomum,memlmniocbtaaSaw�h(�Ynldyi.aga(�ds,•u,ffiMa-yrK PE 76051 �f �-101 STO ��lII 1111E NMMAmpyof&d6�Mkfi>nidbh %T&m .1hM*aof . da ehwAwd a:,n-d, w«amm6ag81ifby6etmxMandxaeard,dsgaafravaay amain(,hnacoHenrannibsarabhyneHdGB AflanM Bl�,,11t,, 06"^3^d0azam4'*'P�Ja��§'ax�6i'�i'6xten,sant'o^ovJ�n.iwaSm4rmoarylranitc^IrtSatWdavnnnRCe,eaLWb^Jngelaradfuobli,rmm6nAla.umrphl dulh r Sa¢Figt76051 nra"'6mo1b1'So(en9vgSeCae��lmnaauda,aaditSt-n62_4lmumrPhuwr37PugCn�nh'�tnfii,t�-sfo►*iulbya=la Wuhidotsan l8 P� F'+Ca'S+!Iffuh'd,-bfranah'eyuvsmlR�u<ephY 2590ty - •5} RR+¢Fl34951 Southern Truss Com " Inc. P Thm: MA `• SOUTHEAM 2590 N. king; Nlghmay Prg tbha Crysw Tiu�Desigrer .- M115S,�,. Fort Pierce, F134951 Daw 61a/2n18 U.-4a40AM c S"Offi + Tnl.; COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax P- 10f) lfss=2017.7.1 [BuM21 111atczialDaWxwwr,ywx 1i65 Span Pitch Qty 01C MR CANrL CANER PAPS Spacin WG IPLY 27 2-0 6112 1 140 000, 000 030 1 24 in 118 As I ze-s-o r 14-0 6-9-8 6.2.8 04-Q 6.2-8 6-9.8 r 13-M 7&7 20 -8 27-2-0 14-2-0 5x6 HS 18 % 5x4 5x6 HS 18 / 4 5 6 72 6F— ,2 �6 3x4! 1x4% 3 10/ M 7 ,n d ,b �b ti c? a 2X8 I 6x4 - 4x5l 1 8 T' 19 „ 10 9 3x4- W- 3x4- 0-0-0 1 0-" i 9-0-11 9-0-11 8.9.11 9-0.11 18-1-5 26-11-0 - -0 Loading General C& Sunmiary Deflection L/ (loc) Allowed 1md (p1) WsQdc fBC3017/ TC: 059(1•:) V ck, 035b L/876 (8-9) L/180 TM: 30 � TPI 1.3014 BC:, 096(11-1) V.U_. 01'-n LAW (9-9) L'340 TCLL: 10 Rq,MIrb;—: )h . Wb: 033(5.9) lb ck owil 8 BQl: 0 LIOL: 125% t5epram,tc�30 BCEL, 10 14ttig�(ltL1'YM6k (19.10,1•II0L) 1200,i155>•) (i(4003$)1) MAMA) (600)-W.) (WQ315543 (83.101.11M 1 (9oa;so3 aono3•lmt nlnassol Reaction Summary Jr T4 @cCauda B19VAM Maeu1 PndB.WJh M.Rtad MaxGarlbtrs M.Uwugft kwtw M.tbb 1 Ro(WMI I 8n C..&NI-my 300b 13811s - -4191s 469ts MN 8 "MIY'at) 1 4u Cn Ma " 300u 1,1421a - -x9t6 ..4WI. 01. Material SSummar Bracing �lui�.t.,git4@IIrYID 4 a DC BCL.* 9�alad9rAuLsat6941,Mfida�byOhas N8s SP(AL936-2D12)e32A I Loads Summary 1)'m;;n��1.mad„atratrdresm�lopalmna..dlKbd��al,ux 2„>�a�nasl�a�0ira<na���mmasb��nd en9�'1-1 rym•cBri�a,�twalr(,aaru�ea. •nn=1mrazaleas lffiCrZ='%nrasaly.et6o�nm 1>o,n.17ex4s13an=lar(tat�d�r„�1�mmawt,9.�111aplm,cl;�wdb3e 3,,=— Lod�bnmd�osxffiItiC'ra6p1607.1 davmbnappEd L Member korcesSu anarj Tabl:d IxMmtarWmua(Sucssmvlrmt(e' u9..Cms6dHamfammuaaid(ani TC 36h 4-3 0531 .1j81 Es 7.8 0596-2014tn 00237141 1-2 05a9 6 059 -18h m WW 67 om -LEI s BC 9.9 0954 -68S1, 9-11 0-977 11-1 0965 ]'Mi. (131a P8s Q161 0334 682hFss11� SLt�l) 76nls (-236L5)8 0168 437N 1)Th,�E ah9CE7-10as,d—1 yhe787lbribBAfgG,dc \`` N "� • �� //�� ],WfdtandHo¢Cltartbeva®lardlvzmeidlbzoisdueuFdmdPlstca�m�pmeed'd,ihinJsmdmdtnd,mn,pumasRfl lL+(Kc_1,sf19 rii,eamiwxu/,At8U1RL 3)69�9'0�9+�amr,Cq=]Dglaubm,eluicpbt6tralrstui¢dsgsSabsas!paYultyMTneaMandadmpu•ATH71771-30025m'vd42 �P — �� 4,��1•� 47 5)LadvdsgKimdvalmdaMW'nCSO,�•mSQ. / 6)f%�6aLletrCp'thfamkmnhpns>5nmo,gnimotoramfauoh6dnldupin�bu�aoaeelceYjis� / PE 76051 i -0 ;STA _ O / L OR1D.: '���� �N. i /111 { { 1111 trJllcE.s�pyabaa��u6�ru,�a,muanca�•n.aaY.Tt�n�,orn�q,doi�,1�i<1.K.,+aa�aim�ad,�,re,p��dbyo�rnrsMa�.,t;dvYa,1�, e,�,m e,.+ � �9• 9rbeorareim:aramtytcB�s BrianMB i051 u�rw9l�esaa9::a�asao�aorpor�alaxi�*s�la av Nf bmRQ.�e.a 4wns=r w�oawnd+clnyocmlar 6„Kcnne4�5^P, r aaao�l:r,.�iv.aamm.ptm�ln� 5'au a+ma+rpHtsare7.PFjtgevi65fesprifdph�ine'sfotndty-n=18"Wuha4acva,l8(p 3ephtar'�1ffaJubirtinlsa ' t,x;nla mandaoaalbySs�iaSag-r�eC�u�luSq;Leueamdsri¢HiIiESG276z_gl t� P HiQFkP.1 29,0 t�lvasFidiRIH¢fl34951 T ' Southern Truss Companiesd9ftb, Ine. Thm `5 PrCiec1Natne: 2590 N. kin 11i a2 SOUTHERN€S gh Y crsw ThmDesgler de TRUSS- Fat Pierce, F134951 Date: 674018 11:40:40AM TnEs COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pa_w: 1 orl Vzviom 201271 [131n1(12] Material Datab=version: 1565 Spnli Pitch Qry OHL OHR CANrL CAN1'R PI ES Spacing wGrIPLY 212-0 6 /12 1 140 140 000 000 I 1 24 in 112 UN 29-10-0 I 1, 4-0 6-9-8 4-2-8 5-2-0 . 4-2-8 6-9.8 , i i i 6-"11-0-0 16-2-0 20-" �14-0 { 27-2-0 5x6 HS 18 / 5x6 HS 1/1 3 4 12 12 6F— �6 lx4 % 1x41 5 e7 v d d I v, I �j 50 - 5x4 - 1 1 6 9 8 7 3x4- 3x4- 3x4- I � 0-0-0 0-0-0 9-0-11 9-0-11 9-0-11 _ 9-0-11 18.1-5 27-2-0 Loading General CSI Summary Deflection Ll (loc) Allowed t®d (Pd) t311,M, OL44h LnR (9-1) Ln80 TCLL: 20 Tat-2014 BC:. 096(a7) VALL• 01h L1999 (6af Lc40 TCQ.: 10 PPMbrb sC 11s Vllb: 022(4-7) Rath: 007is 6 Ha.L: 0 RN-: 125% Oapraaur,Fc�2D DCR.: 10 ltiegCsaspor74'YpyGk (13.141•IIR) (20g315Si) r5:02,2-11.17) 14¢22•HJ?] (5AOy15S4) (63.10.1.11A) (7A0.3M) (8005-12A) (900_1VI I Reaction Summary n 15ve I ftc—bo HvVAN Matrul R4dB %U% MaxRmd U.C--y* M.V"Lbffl M.Lw 1. <Hr¢ 1 Ifi(1169I I 8is Cm M=" 3DOu 1,167b 467m a67m 7-11s 6 HM(M) I ah C—&-m x" 31Ou 13671. - 467ls 467hs Ohs Material Su1Tmlary Bracing Summary TC SPkSC&2(113)#22x4 TCBmwg gmfA mtpo-4:200oo BC SP(A[.mi7D13)f2'_<4 BCBt dV 9nkn1aNd—i740Y.&h*ysby0l.rs wl. �(AI.aClii012)4n3s4 Loads Summary g16sr�hub®d_q'moi6rtea7ao;8m Io�am,mad6uandplseowma: T)TL'stu�IcsbatidgpNl hedaaofwndYnd;isa�dvsamibn9�7.lONsheCabaugswrdfmiipetf0m(tsumnkF.xpoareC.Bdi'F+dsad.Cnbli1n13�faapq60=1D0}.Ose-a1BHd I]m27]7ftr4833$h=14ftThFnf7aeTn�,7licadamm oia�OQr1fO,CC7�1Vdh3ft 3)Mnmmsngacmd�goa®dvms4lBCTabk1607] bscrosluaepdd Member Forces Summary 7sbk xfi =Manbawm=CSL widf=(ama=;mfweidU, wfim —df.4 TC joi 0271 36tn 34 01612-1337Ea 611 0271 36U 1-2 069s-19L1.1>s 4d 0654-1,747ta 2-31 064 - 747}a 56 OB)5-1943Es 6.71 DW 1b751a Wb 7-9 0913 1291 to (-0I9 9-1 0.965 1 5m 67l, 13Cd3-9 Vlore2-9 0,171 •414M 4,7 0219 3511s (-174bg . �19 SSl is (•179W 5-7 0.171 4146e Notec 1)M&del b.� -4 C67.10wdcmmlb,t.M7AxRM,U ib: 1`1 tV' 2)V,CRwAlinFRwr�laad�..d d d�<md�,h4� a�4fd �„dndmdmnpW%1kLL+(1a•1)x�,�a�,�.,NfH1. ��\ �A 4� uhpbthvalreianmd��abauraiufbyhTn�Ma.daamepsATH)fA1.20MS® 242 ��� 4qj s11.�ar�dl�fw;,d�1,�,Ma�,LSQd,md,� � 6)IhulmelalTc�tnl.okmahe���,�aun,rnraa� un�latdupl.agaln�hap:4s � / t PE 76051 _ f 1 _ Y,40R,DP TDI7(EAmpyofh'so4al6etvridrdbMamoa�iamr.Thlgyofi6ci�.iLnlnnsFlnWmwuadseyicnunv44LdbYhiruaMm`Aaomiroadr3rngml�maagmdampins�xoflrofmsarnktOrh�leHdf� Bfianlvl.$ y �gcAemlmfi'sskfmgisdaltm�noaofpofeaym)msimivFmNei'JNnil4�'tarlcts>s.ma4umssi�s4a�sw.Sr<6emraroa�ic"4Wvw+lalmm6ntleG+nsl�kt+"ryEefsaid®vinfmro6n.41arumxrlsa:hJh ���H1 nmoSaosmibySap�n TiCnrtss9;bcua®rdnrsNAsF32.7R.Almimutrphlsase'a1pv�+;uhtlsr_yuifidpbcsDeKfokrsoi(6•o=1a"Wufiis�a�sealaps�eepfn;or'Sa1R;v6i4i�&aesabe uriniBptQcpl+c 2590NI:rig iRPImFI34951 Southern Truss Companies, Inc. Truss: MA Prq*tName_ 2590 N N. kin IT wa � � y C7y,ta1 SOUTHERN ThtssA>igx:r. dhc CA-n,� i,�,� ,M -IRS 0s0 Fort Pierm, F134951 tom: 6Unols 11.40:41AM COMAAMIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 oft ITInxn; \knim2(117.7.1 [Bwld2] - Matmial Database i-miar 1565 Span Pitch Qly OHL OHR CAWrL CANTR PLIks Spacing WGIIPLY 27 2-0 6112 1 140 1440 0" 0-30 1 24 in 113 ft 29-10-0 14.0 I i 6.9-8 4-2-8 I 5-2-0 4-2-8 6-943 6.9.8 l l-0-0 16.2-0 204-8 _ 27-2-0 5x6HS18/ 5x6HS181 3 4 12 12 6� �6 1x41 1x4 / 5 a7 rib u1 �b • b v 2X81 5x4 - 451 1 fi T' ' s a 7 3x4 - 3x4 - 3x4 - i 9041 40.11 8-9-11 9-0-11 18-1-5 26-11-0 0 Loading General (St Summary Deflection I./ Doc) Allowed Load (p9) MgCbdc FBC2017/ TC: OM(1-2) 167CR 044b Lm3 (9-1) 1./180 TCLL: 20 TH 1.2014 BC:, 097(9-1) vflm- alln L/599 (6.7) 7QL: 10 R.P".A., x: 1b Wb: =(4-7) F—M o07b . 6 Ll340 BCLL: 0 DDL: 125., GdpFamyFa=ZO BCM: 10 Pbc(1daE/1 4gk (13-1 141.) (2003.1W) (30.7,2-11,18) (4022-11M) (50031554) (G3-lOJ-11901 (70001 ,38A) (80.1 l Reaction Summary jr Twe B.eGm6o BmV.i11 Afabut RgdgmVAJh M=Rmd M.G.Ltm M.%MdL 0 M.Lw M 11xz 1 15o(1W91 1 8n Ct M.." Mob IJ671a - 467bs _ -467bs 7-bs 6 NRd( 1 4i, G—*M-" Mob IJ67b - 467bs 4671s Obs Material Summary Bracing Sum xiry TC SP((11$Y.2DI3)>r234 Tmadg SLmdxd.evspt34:70000 _ DC BCB� 3�mMlarAahwt61141IL6dabatryGMs SP( 2013)V32x4 Loads Suinnwry g1)%nsslrabald�axledfaEaeo 10p.%.Wdmltemdpisdadb& z)rnennc(use�i raardrasorwmma:uam ham. a�o�7ao eero�a:gu�ainmi4a Irooph.U.O,ram+r F*FW3xdQbi adit aft�nn=11040 ABug >sossz7a7exasainna4ltratadz�,aTn�rae e,d�mpa�t,6o.crzmewal3n 3)Ma®®magarindvgue�lon:ufilBCY2hk16P/1 basnabanappEf Member Forces Summary �c1 �M�ln�axc9aaxaadra�(��xraara� �a�16,a� TC l0i 0271 36m 34 0611 .1}37bs 6.11 0271 361a olm 4"b, 4-5 0654-L7481s 0m - 747bs S6 0655 - 933bs BC 6.71 0934 I 5bs .601s 7-9 0914 192N r420W 9.1 0967 1,675 6s 46 vas 2-9 0171 414ts 4-7 0219 551 bs (.1741s) 3.9 4219 511 h4 (1721s) S7 0.I72 4156s Notes: 1)ito;d•sLnwianA�B7.10asr�ammlbyh7(17FixidaBudigg�dc \�\ Ni . 8L ?)YrtCRandlil¢CRa�dnvdimlandlnaaNdAvaadebl<bedpb56m�mopooridd�Itood�cbdWmQmoya�,aslJdl LL+(Kc-I;x�Ill�amdro¢o�/S9,IPIL 3)Agmkymtdfa-.LCq=1D0,l-b-gpkdbfxphtbeal,&wftpvaina T Wbyl.T=Ma.&d.a cAWIMI.20MSays241 4,Pa'dada)vae6amgeblvnpd2�•\GENSF��l��i � �A �i—_ `:QIf1i'- `, 5)L-adcwdydRrmao�l�lmMa179LSGdymd�g \ � PE 76081 l � %04p iD_�� S'O�fAL ENG N ///1 ' 1` 21'BICE!aoyya8'shs�dnthclm�alb(casanonaeacTni�nnflisidvd,nlluuAtasdmdeyno�uaad^ �s4pidMlrrrusMalnfemaaNrda `R'a'('�naag audoioRty.aor(nurmmt,neefulbyLeBimr� �pisA�lm�sbo°+s�•pd'avo�da�nuigr�nsLij'eaLlifahhs;mapom6l�!)pas�,•(rwa Brian M.IIleaWy, yrani(n• p' 1"gaannldamafinSGsealPLn^pigrraadTfimin(am imNaxv.mrpLb3nlhe. �rmFng.M6051 msw6mdbySnl+mu3mgTeCm�;lrci,aa¢nlaov:ad�F3b-'�762..41 asre'.D wffi aanairl'u prx;,e 1�gaoidplts<eioknd(p•e=18'vlidut5aaan 18pyecphearStl lS:cluli�arsatorhladb l8pueepFit 2yoT, aRW¢Fl37951 Southern Truss Companies, Inc. Timm A6 Oddk�h2590 N. kin IIi 1wa SOUTHERN Y ProjeetName: Crystal ThmD-igxr: die 1966s; Fat Pierce, Fl 34951 Ware: &14/018 11,40.42AM COMPNII IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax 110 � 1 Of l ,TI— Wrsim 21 17.7.1 [Build 2l Materiall)ataluevem= 1565 Span PitcU Q1y OHL OHR CANrL CANER PLIES SpaLirg WUPPLY 27-2-0 6/12 1 14-0 140 llU-0 O80 1 24in 125166 1 _ 29-10-0 5-0-15 1 &7--1 i-_ 4-7-0 4-7-0 3-7-0 5-4-15 13.7-0 18-2-0 21-9-0 27-2-0 I Sx5- 3x4- 5x5- 3 4 5 12 12 6F �6 1 x41 U4/ 6 co �d 4 5YA - 5x4 - 1 1 7 T' 2 10 9 8 3x7- 3x4- 3x7- 0-0-0 0-0-0 94)-0 9-2.0 943-0 94)-0 18.2-0 27-2-0 Loading General CSI Summary Deflection L/ (Joe) Allowed Uv8Q&: FW2017/ TC: Q43(47) W X 028n LM9 (74{1 L/180 TC{I.: � a THI-2014 BC:. 094(7-8) W1LL• 008n LOON (7-9) Lr!40 TCDL: 10 Apmb, —: V. 13Br 023(4.10) Hizat Qoen 7 B=: 0 DOL: 123".: GapTaax,1cm20 BCCL: 10 ibe(86(krXXhgt (13.10 41A) (4DAM) (sa131:A) (6fl031334.) 03-141-IIA.) (84-12;U) I t9Dn1-12a) nQ1.123-aD9 _ Reaction Sumnnry !< 7YK ®'efadn am_ M.VW RWBltlWh Max194sa MaxGa. UPM M-,Mi Maxga M.H it 1 Bo(WM 1 8n C—M—" 3mn U6712 - -401E -4671E -561E 7 HRdtWalj 1 8n C—Maw" 3Wb 1,167tE -1671a -467k Ob, Material Summary Brag summarY TC 6A(1LsO5-27LOM-2X4 7CW 9=f dMAA. 3-7AR( bd&9nlryObn BC ;(e+L4' M13)92204 BCBadab 9dnloft*Ea16-7AP.%daipbyClbas Va.SP()+L4�62D12)#3W Loads Suunmary q 7us�eam,jaa� rork�nEdtxb )opauonn mo<a eewd�xamas� 160aphd'm+CEgoac�fidYFudud,Cio65dip8>atiM(ie yB(7=IDO),O.eaiBBS 2)Thaxaxheab®th=14 HIED Z=Tp A%A-bradtnn W.IM DC -JAOColn< Wjh3fndrpa: I1ms27]7fuc4&3311h=14R73itEad7an7>�,D•eLcmdvd�®devL00L=160,CCTo¢Wi1h3 B 3)Mhiavmsxag� 4:.,FWh-mxdamub)BCLbb1607]7mmixma(p6d Member Forces Summary Fabkhdxae Meahrlgmaxr9 a¢xaxhlrw¢(ax a. �.ra�da�oabm�axiar.aj TC Il-1 0271 361E 34 0310 •jAv% 47 OA28 -Iwk 1.2I (110-IyrBhs 4-5 0.3 0-L479hc 7.12 W71 361E 3 0314 •1 M S6 .14 -1 1- RF 7-81 Q943 1711ft -748hs 8-10 0930 1618bE a2269)j1(5 0-43 1.711 bs -7091E W6s 2-Itl •Q164 -3541E 4-10 0230 -269ha 54) 02D4 509h; (ISShs) I j 31d 07D4 509hc (-ISSbs) 4S 0?30 -2b91E 68 0364 au1E Notes 1)TL'sd�Rlmsdml�9CE7-Iaasrtrammlbyle�78riUBdffigCa1e \\\ � Nt • BL t�f �� 3118tQtandHarsQiatedvatialaMhnnaieldfM6nsd,ebF�eindPlEhatR¢v�pooaYd'dAauadaeb�dlnd,mmprdasQtl 11.+(Ka-1)xAO IYi�amxdanxaftAb&)17f 1. �� �� ,�" �� 4} blxphehtral,,a6e;asspafidb)'fieT�AfandaaecparNl9lIH1-2002Simx12,r2 `���� E`t V 5)Limluidup8ilmuoElmafmMR•FRS�•1>�g. V f'_ 6)Ph�6m4datTCpifidcs6nxvfeposayi.ea®�eogd-mmbta�a�mbadW 1 � � PE 76051 f 1IL � -0 STE o r �� f c 0'<` : C Fs/0 . /- �' I' � � �` bim�AmlN�dblWllOiAb1b11VflntOaluamc7bE4yy0f41's'bdiibltw�icb¢•d1m dapenau aMreluirmesscpridbykTn�Mandaenaandrt[3�ym kamuary aulmrtplvenotkufuaarm sxfahb�•kBiifig ni eaq�•a7):of�nEtSg�aist nsa�eaacp�niktmroaa.wannroaaC�afcoapagr«a�r>sd:da n6naa...mptts�)be IIria pbn—m�oae.i eCmyamlrila�d+nsutl�F9L2762.A1m�m�pbcare'LpmeuSxsk�.d�l�eetilw.edbaa =1! alafiid'm�an l8pugopbeaSNlB;Wed�i�f bal�IBPugePhe Eng;nWl3y SuaFig�76QSi ' ' iWt\ R4SneFl34931 o ruse ruse ype y y Crystal CRYSTAL A13 Hip 1 1 Job Reference (optional Southern Truss, FV Pierce, FL, 34951 D IV2yj4C. .. Io3a noU�OTgWhULdp<g, w.+.O.ONT,<iC.4?.Py xp7XX ON8FKcOwe8yH7sG-uYy4mM -1 4 OI 2 8 0 3 8-0 9-0 0 11-9-0 18-2-0 20 9.6 27-2-0 1 4 0 2 8-0 1-0-0 5 0 2-9 0 6.5-0 2-7 6 6-4-10 Dead Load Defl. -114 in 5x4 = . 3x4 = 4x7 = 5 6 7 6.00 F12 1x4 8 3x4 3x6 - 4 d 3 0 1x4 II �784 1 2 14 6x6 13 12 1$ c 5 15 4x4 = 5x11 10 2X STP= 5x6 � 3x4 = 5x5 -A2.00 12 3x4 = 3x4 = LOADING(psf) SPACING- ' 2-0-0 CSI. DEFL in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.21 9-10 >999 240 MT20 244/190 TCDL 10.01 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.46 9-10 >701 180 BCLL 0.0 Rep Stress.incr YES WB 0.84 Horz(CT) 0.17 9 n/a n/a BCDL 10.01 Code FBC2017/TPI2014 Matrix-S Weight: 145 lb FT = 4% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc pudins. BOT CHORD 2z4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. WEBS 2X4 SP N0.3 OTHERS 2z4 SP N0.3 REACTIONS. (size) 9=0-4-0 (min. 0-1-8), 2=0-8-0 (min. 0-1-8) Max Horz2=107(LC 10) Max UpIM-- 276(LC 9), 2=325(1-C 8) Max Grav9=1064(LC 1). 2=1170(LC 1) FORCES. (Ib) sl Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1888/444, 34=-3958/1062, 4-5=2391/589, 5.6=-1918/535, 6-7=1579/464, 7-8=16401428; 8-9=1864/473 BOT CHORD 2-15=-414/1566, 14-15=511/1955, 13-14=960/3429, 12-13=-427/1756,11-12=-525/2129, 10-1 1=250/1430,9-10=338/1605 WEBS 3-15=1297/361, 3-14=634/2208, 4-14=192/880, 4-13=1422/576, 5-13=156/601, 5-12=175/441, 6-12=280/1253, 6-11=1516/486, 7-11=173/282, 7-10=112/439, 18-10=2841265 NOTES- i 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 17-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf, h=14ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide ade9'uate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 9=276, 2=325. 1 LOAD CASE(Sj Standard I PE Q51 3:1 I fillll `� Job i I cuss toss ype y y Crystal CRYSTAL IA14 Hip Girder 1 1 Job Reference (optional) Sauthem Truss, Ft Plerce, FL, 34951 8.230 Wed Nov21 14:16:1920111 Paggee 1 33v1 VYDCrfuOVlfrJxeYsyGy5w Dead Load Dell. = 5116 in 8x8 MT20HS 11 5x5 = 3x8 = 4x5 = 5 18 19 6 20 7 21 8 6.00 12 3x6 4x9 ,�, W24 1 d 3 1x4 11 •2 15 14 22 23 13 9 Iz 1 11 7x10 MT20HS � 6x6 — 24 25 [� 16 2X STP— 5x5 -12.00 12 12 10x10 MT20HS- 11 10 3x6 = 3x6 = 5x12 MT20HS- 1x4 II 3x4 = -1�1 0 2 8 0 3 8-010 s-0 11- t5 11-8 20-2-0 26.11-0 27 -0 1� 0 2 8 0 1 0 0 3 4 0 3 9-0 1 0 0 4-2-0 4-&6 6-90 a Plate Offsets (X,1)— [1:0-2-2,0-0-8], [3:0-4-0,0-2-0], [4:0-2-8,0-1-8], I5:0-2-4,0-3-8], [6:0-2-8,0-1-12], [8:0-2-1 2,0-2-0],[12:0-4-4,Edge], [14:0.3-0,0-4-0], [15:0.4-0,0-4-8]. 116:0-2-8 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.45 13 >716 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.59 13 >543 180 MT20HS 1871143 BOLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.29 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight 148 lb FT = 4% LUMBER- I BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-3-4 oc pudins. BOT CHORD 2x4 SP M 31 'Except` BOT CHORD Rigid ceding directly applied or 4-7-12 oc bracing. bl: 2x4 SP No.2, B3,B4: 2x6 SP M 26 WEBS 1 Row at midpt 6-12 WEBS Zx4 SP No.3'Excepr W2: 2x4 SP M 31, W7: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=0-4-0 (min. 0-1-11), 2=0-8-0 (min. 0-2-11) Max Horz2=89(LC 32) Max Uplitt9=1041(LC 9), 2=1096(LC 8) Max Grav9=2066(LC 1), 2=2253(LC 1) FORCES. (lb) Max. CompJMax. Ten. - All forces 250 cab) or less except when shown. TOP CHORD 2-3=3931/1919, 3-4-8578/4291, 4-5=5746/2956, 5-18=-6053/3143,18-19=605313143, 6-19=6052/3143, 6-20=4574/2405, 7-20=-4574/2405, 7-21=-3566/1941. 8-21=-3567/1941, B-9=4050/2096 BOT CHORD 1 2-16=1653/3302, 16-16=1926/3862, 14-15=-367517328, 14-22=2667/5224, 122-23=2667/5224,13-23=2667/5224, 12-13=3070/5966, 12-24=2268/4408, 11-24=2268/4408, 11-25=226814408, 10-25=2268/4408, 9.10=1787/3516 WEBS 3-16=2569/1314, 3-15=2405/4794, 4-15=889/1857, 4-14=2260/1156, 5-14=616/1440, 5-13=580/1055, 6-13=1754/3515, 6-12=3836/2093, 7-11=0/308, 7-10=-1198/612, 8-10=506/1260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf, h=14f ; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It --lb) 9=1041, 2=1096. H 7) Hanger(s) or�other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 252 lb up at 7-0A, - 159 lb down and 161 lb up at 9-0-12,159 lb down and 161 lb up at 10-1-4,126 lb down and•178 lb up at 12-1.4.126 lb down and 178 Irb,,� top achord,arid 465 b do and s d178 lb 37 lb up at at 17-0-0, 25 lband 26 lb down and 178 lb downat 9-0-12, 5 lb down tat 810.1.4, 92 lb.down and 228 lb at 11 10-12and 357 ! 92 lb down b up at -0����P� M • B� /���/� 14-1-4, 92 lb down at 16-1-4, and 92 lb down at 18-1-4, and 325 lb down and 201 lb up at 20-1-4 on bottom chord. The desigN of such connection device(s) is the responsibility of others. � ' �'� VXG-EIV ' / 8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). ` LOAD CASE(S) Standard _' PE 7 d51 'r�/'r ► ,q=_— Continued on page 2 71 -A L A, 0, \ ,,, � -Aq-71 �� OR_I V . ti p ///i/S 0�AL ENG \CNN Job I russ Truss IYPO y Crystal CRYSTAL A14 Hip Girder Fty1 Job Reference o 'onal aoucnem r rvss , rc rie`ce, ram, sgyai —iYl 32y p7XX_ONBFKcOwe8yH?SGMV4iM0P 6'en Q6 33v1VY6&r 6WiJXeYsy�aySW LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 11-5=-60, 5-8=-60, 8-9=-60, 2-16=-20,15-16-20,13-15=20, 12-13-20, 9-12=20 Concentrated Loads (lb) Vert15-104(F) 8=-181(F) 12=-46(F)14=-465(F) 6=126(F) 11=46(F)10=307(F) 7-126(F)18=159(F)19=159(F) 20-126(F) 21=126(F) 22=13(F) 23=13(F) 24=1F6(F) 25=-46(F) r, PE�7 051 �. X A. Rt /!III 111� ' ' Southern Truss Companies, Inc. MUSS: A7G 2590 N. kin Iii wa kings � Y Project Nam: cal SOUTHERN TmsDmi; .. dhc TM TRUSS. Far. Pierce, F134951 Date: 694F2018 11:4Q44AM Thm, COMRAPMES. (800) 232-0509 (772) 4644160 (772) 318-0016 Fax P.W: I oft kr ial: 2017.7.1 [BtW2] ernd Databa mxs= I-W Span Pitch Qty OM OHR CANM CANrR PILES Spacing WCT/PLY 27-2-0 6/12 l 140 140 0" 0" 1 Lin 129UN 29-10-0 14+0� 7-" 4-4-11 4-0-11 4 -11 7-0-0 -i 1-0-0 7-0-0 F 11-4-11 159-20.2-0 5 i 27-2-0 i 5x6 HS 18/ frx4- 5x7- 5x8HS181 5x5- 3x4- 5xBHS18- 1x41 5x5- 0 J7 Q J7 J7 Q CJ7 J7 0-0-0 0-0-0 i 7-" 4-0-11 i 4.4-11 { 4-0-11 7-" 7-0-0 .11.4-11 1S&5 20-2-0 i 27-2-0 t LOading General CR Summary Deflection L/ (loc) AUoWed L.d (pfl) B*Q& WC20171 TC: 064(34) VnOL 036is L/Si (&9) L/180 TOLL: w + TA 1.2014 BC:. Ob0(&10) I VIdL• 021n I L/999 (8-9) L240 TCLL: 10 RTMbrb— 1•b Wb: 088(3•Il) H.GL• 019u 6 BOL: 0 DOL: In% Civ ad-IN-20 6 "" 1 8h Ca M.Mm 3mu Zj30la --12161e -1,216& Ora Material Summary Bracing Summary TC S WIA15M TCnnaay SbmEalaAdmat2-IagAdnas@s1y01as BC S'M310152x4 BCBnsg q-h Ada33-MAWbdjpby0hss wb3 S' AMAY,2O12)MMIA Loads Summary gTh¢djm dtQlcdaolm bloprtbmmAudFslndpiudmdl 2)]L'sn�lnsbmrdfar6edaao('uvdlsd;u„,•A,••••�:.arF7-1ot,brxfoHaigwrdd'mdqu 160�6�mkE�nan.CAai'Fadrtnd(i>�+11pBiut1u86�nyn0�lm),O+aaiBli Imd Case IA: Std I helioad Pomt Loads Ma7dw Irma IYnsrm Imd TbyMfi T.pCbd 700 13— 491. Bald 7410 D— 2251' Tapmd 74112 — D124 13aC6d 7JLt2 loan 191. n 91a 24n MpOid 94-12 lbnn 11W 2b HnOd .412 Ibau 19hs 34n TysOd U4F12 D= I161s 24. \� Q•- ��� B.Cbd 134142 lb v 19bs 24M ` 1S+ `` Tapmt 1414 loan 1161a 24B z �,/� >� 1414 D= 191a 24b ` 7bplld 1614 Dam1161e 24n PE 76051 � BaOd 16.14 UA I91a 24b TVCbd I IB•14 !bass 1161n 24h BaOd 1814 B191s 24b i. TipOd �14 D— Doan 1161e 24hBmad I Tppp l T.pCM 4 13— 191m 24i S I r� O 'FpOd h2-0 17rrm 43Ls &xmd 20,20 D— My. �lillliil� 1IIOiAgyofh'sA�'mSnlbefim:�dbMm�ss.vamr.'flnt>�SofA'sin+tnlrs�rtlnmlmd¢lzaianaodsuTvaum6s�ppiadbyhTnssMandaoceardn3aupoatitamuagmdntgbu�affenfaeoe4natfiA�lyh9d5g BllaAlV%BiC:lldj' fa w c� x w M • �7C� r! vQ� 0 00 � W WTI 0�g 4 3 d g nn� � [PVAA�gNF(�fg�f4l ��R�R�RffiR�RffiR�R�RR� � N �'!� �b •v .d ..7J•a'tt.l .-'_'747 YtRT4�R �75 � �QQQQaa dddd ee • �.� �ilX�+�dd���r�bd,b .b ;,6�fd�f3� ��� FQQ —w y . �$...�gge�p.�tl�pngp.gn�p,o6��g7��tl$p.oy�p.�p r� AA �a �Sc,'RfiRRRS4;�j' \ma y i �ti 0 1 �'�n`� T••••�' LO _ • r� co 1v r Q �� �= r� 01 ��l�l I•I11\ oruss russ ype y1ply Crystal CRYSTAL jBil ROOFTRUSS 5 1 Job Reference (optional) auuumm i rtes. ci. ne�m, r�., soea t - nun: o.[ou a ua n [wo rfua: o:[au s va n [u to mn eK mausmes, mu. W20 IVOV [7 l9aO:N [U70 rag, a a i IDN32yj4p7XX_ON8FKcOwe8yH?sGrx3SVhF1PydJPOek�Vlb6ZetdeNOVlgxzhB4ly y5v 5-1-12 7 a 6 7-3 a 1 9� 0 11 4-s 11-7r8 13 6 4 1841-0 1-4;0 5-1-12 ' 1-10 12' 0 3 a 2 05 2-0S 0-3 3 1-1012 1 5 1-t2 1 4 0 6.00 12 IM 11 '3 4x4 = 5 2x4 = 2x4 = 4 6 W2 1x4 II 7 1 11 3x8 MT20HS= Dead Load Defl. = 5/16 in 8 10 U4 11 NOP2X STP- 3x4 = 1x4 II q s j� LOADING(psQ1 SPACING- 2-0.0 CSI. DEFL in poc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.20 10-12 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(C,T) -0.46 10-12 >465 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight 84 lb FT = 4% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc pudins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP'No.3 JOINTS 1 Brace at Jt(s): 13 OTHERS 2x4 SP N0.3 REACTIONS. j (size) 2=048-0 (min. 0-1-8), 8=0-8-0 (min. 0-1-8) Max Horz2=105(LC 6) Max Uplift2=212(LC 8), 8=212(LC 9) Max Grav2=904(LC 1), 8=904(LC 1) FORCES. (lb) _ Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD ' 2-3=1334/180, 3.4=1077/233, 6 7=1077/232, 7-8=1334/180 BOTCHORD 2-12=98/1082, 11-12=98/1082, 10-11=-98/1082, 8-10=98/1082 WEBS 7-10=0/417, 3.12=01417, 4-13=1245/170, 6-13=1245/170 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE j7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=14ft; Cat II; Exp C; End., GCpi=0.1 e; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss ha's been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=1b) 2=212, 8=212. LOAD CASES) Standard 1) Dead + RoofjUve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: j1-5=-60, 5-9=60, 2-12=20,10-12=-40, 8-10=20 ��./// PE 7�059 d ; A_ 1 o ' 4 ARID S 01VAL Job I ruse Truss Type Crystal CRYSTAL B2 ROOFTRUSS ILity IFly 1 1 Job Reference. (optional) JVYIIICIII I IYJJ, f r1014OfL, ova:I1 ID:N32y14p7XX ONBFKcOweSyHlsG-ni3SVhF1PydJPQek^,pVIbBZd2deHOVrgxzhB41 y5v 5-1-12 i7 0 8 7 1 9� 0 11-0 5 1 -7 13-6 4 18-8-0 —1-12 1-10-12 2-0 5 2- 5 0-33 1-10-12 5.1-12 4x4 = 4 2x4 = 6.00 12 3 1x4 II /T2 L `_ 1 10 9 3x4 = 1x4 II US MT20HS= N0P2X STP= 2M = 5 1x4 11 6 Dead Load Deli. = 51161n 7 8 Ia &J 1x4 II NOP2X STP= 3x4 = a LOADING (psf)i SPACING- 24)-0 CSI. DEFL, in poc) I/defl Ud PLATES GRIP TCLL 20.01 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.21 8 >999 240 MT20 244/190 TCDL 10A Lumber DOL 1.25 BC 0.44 Vert(CT) -0.48 8-10 >446 180 MT20HS 187/143 BCLL 0.01 Rep Stress.lncr NO WB 0.18 Horz(CT) 0.02 7 n/a Na BCDL 10.0I Code FBC2017/rP12014 Matrix-S Weight 75 lb FT = 4% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 11 REACTIONS. � (size) 1=0-8-0 (min. 0-1-8), 7=0-8-0 (min. 0-1-8) Max Horz1=93(LC 5) Max Uplift1=162(LC 8), 7=162(LC 9) Max Gravl=804(LC 1), 7=804(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 1-2=1362/193, 2-3=1106/244, 5.6=1106/244, 6-7=1362/193 BOT CHORD ' 1-10=124/1111, 9-10=124/1111, 8-9=124/1111, 7-8=-124/1111 WEBS 6-8=0/414, 2-10=0/414, 3-11=1295/193, 5-11=12951193 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCEI7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=14ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live Load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) except (jt=lb)1=162, 7=162. LOAD CASE(S) Standard 1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert ;1-4=-60, 4-7=-60, 1-1O=20, 8-10=40, 7-8=20 131 PE 7 i091 i O NSS ype Crystal CRYSTAL Iruss B3 ROOF TRUSS ....._- ,, nnn _ 1 ..�.,. nm jy 1 a n-r. a Job Reference tionai non .. /.1M 7� 7MiG •I:TnL InAuMdua Inc umn tJnv91 4d•]R91 961A Aane JVulntlm uusa , r� r'rc, . ram, w,a.+• 2x4 = 6.00 12 II 4 1x4 3 . 1 1x4 II 2 1 12 X STP= 1x4 11 3x4 = 4x4 = 5 2x4 = 6 t ix4 11 7 1x4 II 11 10 3x8 MT20HS= 1x4 11 Dead Load Deft. = 5116 in 3x4 = rua•o vnacw LOADING(psf) SPACING- 2-0-0 — CSI. DEFL in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.20 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.48 10-12 >465 180 MT20HS 1871143 BCLL 0.0 Rep Stress Iner, NO WB 0.17 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix-S Weight 83lb FT=4% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-0 oe pudins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2z4 SP No.3 JOINTS 1 Brace at Jt(s):13 OTHERS 2k4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-8). 8=0-8-0 (min. 0-1-8) Max 1 o1=2=105(LC 6) Max Uplk-- 212(LC 8), B-212(LC 9) Max Grav2=904(LC 1). 8=904(LC 1) FORCES. (Ib) Max. CompdMax. Ten. -All forces 250 pb) or less except when shown. TOP CHORD 2-3=1334/180.3-4=-1077/233, 6-7=1077/232, 7-8=1334/180 BOT CHORD 2-12=98/1082,11-12=98/1082,10-11=98H082, 8-10=98/1082 WEBS 7-10=0/417, 3-12=0/417; 4-13=1245/170, 6-13=1245/170 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf h=14fi; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (en elope); Lumber DOL=1.60 plate gripDOL=1.60 3) All plates areIMT20 plates unless otherwise indicated. 4) This taus has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mectianical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (R--lb) 2=212, 8=212. LOAD CASES) Standard 1) Dead + Roof jLive (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert,1-5=-60, 5-9=-60, 2-12=-20, 10-12=40, 8-10=20 F34 \N GEt4 PE 7 E759 1 Lp i ��- Southern TI uss Companies, Inc. Tom: B4G SGUTHERN 2590N.kingsRg)iway T .� mr MUSS Fart Pierce, it 34951 rote: 6742018 11.40AAM Conlpilel¢Sohmanc7T` Tnm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax PaW: 1 ot'2 Vasia>:2017.7.1(WId'r] MakuWDat b=%clsaa 1565 Span Pitch Qry OHL QHR CANFL CANER PM Simcing WGTiPLY 18&0 6/12 1 1 0 140 000 000 1 12in 791bs Imd (pd) TQL: M TCTL: ! 10 BOL: 0 74)-0 11-8-0 18$0 5x51 4x8 H518 - oxy —1- ...—I CJ7 J7 J7 J7 CJ7 J7 0-0-0 0-" 1 7-" 11-8-0 18.8.0 General (A Summary Deflection L! (loc) Allowed B8a(Ld<: 19CM17/ TC: ON(2-3) MMOL (Wi, LrK9 (S4) L/180 TH1-M14 DC:, 094(5-7) 1 WIL- 009b LM9 (56) LrM RpMb,b me. m VOb: 032(b7) lf-M Olio 4 DM: 1721: O�Femr,Rc-'0 1 r.(Vml 1 Nbi) an L—Um..y .nun 1.—M — 4 HM(1 ao C.-*Mm y 300l0 1,7681n - -mba Material; Summmry Bracing Su=w" TC SMOIBI520 TCBnd1G 9e�hdaAdmat31OAP,.i dipbyOlms BC 9'(AL931-2013)N22W BCBndg 9nbdarAaival3-3APk& WbyObn tubs 9'(A[3TL2D12)b32c4 Loads Summary LmdCase 1i1: StdL iva lead PoiatLoads i Mmiba i Laafm Diafm imd hbVVdb TVCbd 7-00 Dma 43hs BaOd 7410 Dy. 22Shs 7bpC d 7412 D— 116hs 24n Bawd 7-012 D— 19U 24h Tapfbd 94)-12 lb" 116hs 24b Band 9412 Dmn 191. 24n TapOd 9.74 13 r 116bs 24h Bmaz 9-74 Dmn 19hs 24b TapChd 11-74 Dw 116M 246 Ba(bd 11-74 Dam 19hs 24n 75p(bd Il-" Dmo 41h4 BM(M 11450 Dmn mft LaadChm D1: StdDeadlmd Point Loads Mmdnr ,— nhd. Lmd mbR1dh Tapod 7-00 D— Mhs Band 7-00 Dmn 266bs Twcbd 7412. D— 681s 24k BNCd 7412 0— IOU Vn MpOd 9412 EM. 6M 24b WOA 9412 Lbun 70he 24n TipOd 9.74 lb- 681. 24h BaOd 9-74 a— 70M 24b Tkpod 11-74 D— 68b; 24u Baod 11-74 D— 701. 24b WC d II-" Davy Mb, -SSSha Ohs Soufhern T[ uss Companies, Inc. Twss: B4G SOUT14EAN 2590 N. kings Highway Tim DI,ig= � � j 7M 'MUG' Fort Pierce, F134951 Mte: 6a4M18 11-4Q-16.AM TMN COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Paw: 2OC2 Wsa r 2017.7.1(Build 2] MatelialDa6ha.ever4= 1565 Span Pitch Qty OHL OHR CANrL CANER PAPS S 1850 6 /12 1 140 14.6 0" 040 1 122 in 7911b Menlbel� Forces SIDLllary rattomoecMmtelL{mac(9 muamifaq(nmangcta¢TdBaamfiaort�u �lr� TC &1 OMO 18M, 2-3 0543 -3,W 49 Aw 1Shs 1-2 (A-M-3L751n 34 0479 AS h, k13C 4:5 i13'O 3214hc (- 748hsf NO S7 0945 3243ft -274W 7-1 O.W 3216b. i-27lbIl 2.7 9251. (ZM4 3-7 OO55 89k. (-93b,) 35 OMA 9241. (-.W14 Truss. -to -truss Connections Summary M G,fidTm CamiRT— ©t1V CMd AM& 718 Cn B40 7-" 45dg rr9 n w ;rn n. 9412 904 7 37 n4c a.7a Cy? Notes i i i PE 76051 i 1 I I �0 ` ST 0 / ,Q:- Southern Truss Companies, Tnc. Thm: C1 c .• - 2590 N. kings PrgectIdmrle. ctymi TN 30UTHE14N Tii * Fat Pierce, F134951 71m1)e6gller. Dale: dhe 67- MIS 11:4Lk47AM T— iCQMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax paw: 1 of ) w M17.7.1 [s1aa'2j Weriall]Itillase3erem 1565 Sinn Pitch QW OBL OHR CANM CANCR PLIES Slncirg WGDPLY 6-19 6/12 1 00-0 04DO 04.0 w 1 24io 27lbs i 6-4-0 ,a-0 � 3-2-0 1-7-0 3-2-0 64-0 ,2 (12 61 16 0 7 1.541 U4 - a 5 ,.5x3, 0" 0--0 2_10-0 2_10-0 0-0.0 3-2-0 f 6-0-0 �� 6-0-0 Loading General CSI Spry Deflection L/ (foe) Allowed tma I 4d) mtco - MC2017/ TC: 042(3-I) 16t(R: ON, LW 6 t.118 TCLL: j .D + TA 1.2014 BC:- 054(56) Vn11: OO9h Ln0 6 Lr40 TCOL: to RyMtrimmw Vs V b: ot16(45) OWaIM 0o1alP =I= 5 3/120 BCLL: 0 DOL: 125% C.9/CH I- OOtbiP 2L/999 5 2LI12o BOX, 10 FdaM On 5, itieOfTsttJma•YAu41: (11-123-19a) 12043-1539.1 OD03-15A) (45-13790) (5:1-123,M) (&1-13W) (M-1233&%) Reaction Summary Jr TvX ' BiR" f3ctMih Mmbl 1todBdllHh M.Rmd M.Gas•IM1 K4.V" A M.Lba M.Hr¢ 7 Ro(.) M 1 35u Cooa4eMaysy 3000 268h - A6Ls -96h 25hs 5 HRd(Wd) I 35u GcartM—w 3oOn 368b - -96bs -%bs Ohs Material Summary Bracing Summary TC SP(AL9L&MJ3)t2N4 TCR..9 �mhataAdnse163gPrrodaply0h� w 6P(9SMM13)f220 BC&.&g %MfwwM=1Ow. tvb&*bYCw. � s•i�1-�?nl2)a32Ya Loads Summary 1>7b8.�1�a�lra6e�e s,lut�>m�at�cl���mama� 2)'ItstushashmidepWrabedT��dudtedsbamsdmacb0.9CE7-l0u�bdabugBs�d�oelRr' 160mpLub kBW,RdYP d l0.��CaegvYII(1=1DDaO+aa1�; 1]m52717f.4833ftb-14AMFad7—Tnm2QYamdod-.ikdOO)r110.00Z—VTdh3ft 3)M)mamsQnbc7icW&g.amdim %WCTalb16(17J huont—ppid Member Form Summary ranti�sMma.�wma:csa�a:o,ra�< r�rdem m muilroRl TC 1--2 0286 981bs 69hs 2-3 1076s -40hst 3-0 0424 107t. 69h1 BC 561 Q538 ohs 6.7 a OSlft =3hs 1l& 1-7j Q064 201 rx 0616s) 36 0050 1576s (-87taj 2-6 QO10 -33hs 4-5 0064 2011. (-161hs) IQatm �1�111 i l rliii i PE 76051 1 � -o STA E 0 , 0.�C ORtDi.' ---- s ONAL,ENG lilt M , Can,o , T SOI gk-TM � i1ms Vbm;w 7117.7.1 [BdM2] MaletEdDaL7lnsEvef9ore 1` s P-1 640 I SOUTHERN " 94iss, COMPANIES 65 Pirl, Qry OHI, 6/12 1 000 12 61 1 a 1.5X31 Southern Truss Companies, Inc. 2590 N. lungs Higiway Fort Pierce, Fl 34951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax OHR CANM CANER Mo 0-0-0 040 6-4-0 a-0.0 F 4-" CJ3 3 F CJ3 3 Tnlss: C2G P1o]ectNwm-: awl Thw-.D--ig . dhc Date: M4018 11:40.-43AM Page: 1 of2 PLIES spacing WGf/PLY 1 12n1 29dn 64-0 12 16 31 5 1.541 0" 0." 04-0 14-0 3-D-0 1 4-8-0 6410 164-0� Loading. General (M Summary Deflection L/ (loc) Allowed lard(A BBS(bk: I3CH717/ TC: ONI(3-4) VnOC 0%n LRi_ (67) L1180 TC2.: 'D+ MI.3014 DC:1 033(47) 1 Vn14- Nu L/640 (67) LrM 7m.: I 10 npMlrbm . .W N14: 008(4-5) Cdic"M• ombir ZLM 5 2L/120 BOLL: 0 DM: 125t: C ICIR . ODI UP 2LOW 5 MAM Reaction Summary 71' Twe . Br Cab. By Masul 1tgdBvNOh M.R d M.C—LWA M.UWL 0 1 r 8 P6(5558 I 1 33n CimveMasoyy 3170u 4101s - Ta01e 5 HRDI , 1 "b CMas n¢a: o 300u 410bs - -210hs Material IrS�unnrary Bracing Summary TC SP(A!-96L3013)#2214 Maw TC&au4. AmMdQAaiuct63QAo6dxlNbyW�n 2.3 SPM31QI52c4 DC MbIA.152x4 BCBadg �bdQAdua163QLLindap lyOhas RHs SPW-9C62012)1132t4 Loads Summary 1)7tiss,�kisb®d�,nifafri8'aR6rn IOpClonn�adlslodplsdmd� 2)7L'stusknl�dagvlfahe8'adwul6adsuaoadv�aW0iA4F!-IOwfifieG�fsaigg�dd'aEipx 167mlbutimCF�naaeGFwlyF�fni Nlfp,BuyligC+a�IIQ=1DD),OuaalBlly tsd�na7e:aavfte'14fl1itFad7aeTne5t3fcedwd,m v4aaiDQ.=7f4,aCZueWdh3fl 3)Mrnnansra�hado8o+aonIIu¢,�fi1BC'G6t1607a hum6mlajpGxl Lc adCase L ;,,:Sid the Lead point Loads M-bL leaks Omi. L-d Tda3U41 Thpmd 1410 Dean 27W Hand IOSO Dmv 21s 72Qmd 1412 Dm0 44bs 24u BdtOd 1412 0— 5bs 24b TpCd 3.2-0 D= 441s 24n BOW 3-2.0 0av1 Sbs 24b TtpOd 4.74 D— 44b, 21in B4Cd 4-74 Dann 5W 24i. 7,VCd 440 Dune 271s wC,d 4$0 Dmv 218 LaadCas: DI: StdDead Load Ibmt Leads M.br Imfn ISein I..,A hi.14W. ""11 BaChd 143-0 D— 31s TapChd 1-8.12 Dm 27h 24p liaCd 14412 Dmw 271s 24u TwCd 3-2-0 Dew 27b, 24 i, BaC d 3-2-0 a— 27h 24k TapC d 4.74 Dmn 27ts 21n 111c d 4.74 Lbw, 271s 26, T,Pc d 4.80 A 156: Ba01d 4$0 Dmn 3fa -2101s Obs ���1111 rririi GENS�,.`�� i PE 76051 x { ! �� �" i• IVI J \ `s`oc<ORID /I1111110 14 i Soufnem Truss Companies, Inc. C2G • SOUTHERN 2590N. kinpfliighway Project � mr. d l CMIYoiSolTnw lob'S5 Fort Pierce, F134951 Dare: 6g4'2D18 1 ANSAM not ,,,;�TW COMOANIE3 (800) 232-0509 (772) 464 4166 (772) 318-0016 Fax Rib- Zo''- �cu ?D17.7-1 [Btnld 21 Matemlixti7k�c�c�sore 1565 1 Pitch Qry OHL om CANCL CANPR PL1P5 Spacing WGULY FShan 61-0 6112 1 000 000 04-0 04-0 1 12 in 29 ft mc.ber'ForcesSunmrary rtext�m�cs��u�cc�oar�raa�rr� 12.7 OD73 23M (.1136g136 0075 236Es (-114tn)1 Truss-to-hm ConneWons Summary ID C—WT. mortis oat Ag* 1r10 C2i CG I." ,6Sdg 00 7r11 D ECG 3-111 91d,, , -lTt1 j ,15 CM, ' 47-0dg . 90'. + : . rflo (m G'Ki 4-" 13$dgg NMI= ��\11 �\ PE 76051 1 1 -off sT E 0 /11111110 y Southern Russ Companies, Inc. Ti iss: 03 SPUTHERN 2590N kin 1L 1wa y Prcg�tN TmsDesigix: chi dhc IC-T lenlsouaiarsT4 TRUSS. Fart Pierce, F1 34951 Dart: &14OD18 11:4k48AM ITS CQM04N1ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 o'2 aan.zl [Bt6U2] MatetialDahlhl<c�ervnc 1565 Span Pitch Qly OHL OHP CANrL CANER PLUS Spacing WGT/PLY 1 1 4243/12 2 140-10 0" 0(10 0" 1 12in 151tn 6-" 1-10-10 4-1-6 1 4-1.6 J1 C2G J1 0-0-0 0-" 2f 0 1-7-6 2.6-0 4-1.6 1 Loading General (NI Sunmary Deflection V (loc) Allowed load I ad) B48Co- MOM/ TC: 028(5.1) VAO. "In LIM (4-1) L1180 TCLL: i - Tlil-2014 1IC:1 A111(4.1) *fflz OhIF L1199 (1-1) L1240 TCDL: 10 RgMblb : % Wh: 000(1) H-CR On 2 BCLL-- 0 DOL: W% GePFan;lta=?0 BCO.: 10 141Cffwj.1x1vNnk (14-52.3A) Reaction Suwmary rf rude BmCcmin B VAth hu w RalB !Lh M.RW M.C—.Lw MaWodlbtfl Maltbt/1 MaiHah I Rim ! I 11313h Cm Ma—y 300u LT7ie - -491e 4965 IOOIs 4 MI(VLI) 1 4M8is CasaarMaaa" 300u 1581. - -1 bs -]hs Obs 3 HRoi( m) I 15n - 300b 9hs - -19be -191e OM 2 HRo1(rmss) I 15h - 3A7h 58m -30h -30hs Obs Material (Summary Bracing Sugary TC SP(kSO6-2013)*02t4 TC&.nug �mhetorAaisat630,Adnds�byChec BC 8P(�2MmM--w Wbs BCBn¢g 9ses/daAaiaa163QAhsdsgsshygses Paint Loads 1 Mmsbc L—in Die* TePchd ldl w BotW Idl to 14, ��41 Tip LoadCaseD StdDeadload Point Loads M®6r lam foo rh* Tq,md ldl aNa fbcw I -&I maa TipOd ldl D,m Bid.d ldl D— Member Forces Summary Truss -to -truss Connections Sumn ary Bbs 3bs 131. 11e Ile 1!a Tahki SiaMmbrtlgmat(S,muamlfux(m'umngforrrXdAae[fmnmaMa<uIW¢) Cnne115- C iry Tnes C—IrWOOst Asrb A 31 C13 _ ibl ,45dg -,M2 . 31 co ldl JISd� ' i' Tr10 C33 C2G 1484 45dg Tr10 (M ,.C3G: Jf PE 76051 �1 l �+-t 1 i ^O 1 S A_ 0 ... — i �'o`:cCOF2l��%� i��j/Fss o N0 BrianM. Bleakly A Southern Ii uss Companies, Inc. Truss: 05 SOUTHERN 2590N king;fLg1way pr��: TrussD*gcr crjsw dhe Fort Pierce, Fl 34951 Date: 6WIDIS 11:4O.49AM comp=Msdlro/.o Tnss >„ COM,PANIIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax 1 �'- Viiac 2017.7.1(&a1d21 MaterialDatl vves-m 1565 Spvl Pitch QT OHL OHR CANrL CANrR PUBS Spacing WGDPLY 6-1115 4143112 2 140-10 0" 0" 000 1 ]2 in 26 ft f 1 .8.9.75 1-10-10 5.2-8 1-11-14 f i 5-2-8 J1 J3 J1 J3 DO 0-" 6.11-5 6.11-5 i Loading General CM Summary Deflection 11 (loc) Allowed Lmd (0) B1jgc.& IBC2017/ 7C: 046(1.2) wat O.IBn L1417 (4) 1.118O TOLL: 3D M1.2014 BC: , 067(41) VaLL• OD1b 1,/999 (4-1) Lr290 7COL: 10 Rphlb b. ue: Db Wb: O.19� H-at Ob 4 • BC1L: 0 IDOL: 1351: G.PFm ,V4-30 1 M(WOO 1 4938b cpv&Maw" 3DD6 .1 1 13b - 3DDn 3 8Rd(C I ISu - 300b Material) Summary 7C .9(AL9Y 2013)nW BC 6PV1W&311 O22,4 N8a SP(ALDL21)12)OW Loads Summary limraba®apdd Imd Cage Irl: StdLhe Lmd rbmt Loads I 466hs 196b 42hs -506s -dabs Bracing Summary 7CBr4mg 9YahafaAdww&K &&bAy0b.. BCBr.y �nbalaAdmal&70-0,Aaf�degoby06m M®br I Lmfm Dhdw Load TrbyAb 7bpCbd Ibl UP 3hs Baa,d Ibl a2 13bs Ropad lb1 lb 3be Baad lbl LIP 13hs Rpad 440 Lban 41 be Band 440 D— Sbs TVChd 44-0 Ann 446s Band 44-0 DM 5bs I LaadCase D1: StdDeadLcad Point Loads Mrnbe Li. 15aim E and 7ibR0b mpad Ibl Ann lls Band !bi Dnn Iha 7bpad Ibl Daao 1N Band lbl D— 1bt �- 7ap(bd 44-0 am 27hs Band 444 Dom 271a 1lpa,d 44.0 Dan 27bs Band 44.0 DM 27bs Member ]Forces Sunuoary 7sb�: M®mw naxc� a rapt o.�p.ra�rQaa„iw o�am,ra� -1461s 16I1s -196hs Ohs -882. Ohs NN `I-��� PE 76051 `� f L -d� ST O� %O01.4ORIO'''� /O �NG\`\N ///1fill 1\X\\ Southern Truss Companies, Inc. Tiuss: 05 N. kings Mghmay SOUTHERN 'TRUSS' Fart Pierce, F134951 TnnY Date: G14f. IS 11:40:49AM CanpoinlSohbolnTMTWSS C1 AMPAIMMS (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: 2of2 Vasicn 2017.7.1 [Blind2] M.tuialDatat=wn-m- IW Span Pitch Qty OHL ofiR CANPL CANPR PLIES Spaen WGT)PLY 1i11L15 4243112 2 1-10.10' 000 000 000 1 12in ?tills Truss -to i him Connections Summary 1D C.;dT— C—i,*T— Cmv:eoffk Aax� TO it C15 141 315d� Tr4 D CIS 444 3154 TTJ .';TT7 CIS MG i Cg= ., •" .IBCrs.-. .. 560 7d0. 315dt '2Sde3 Notes Southern Truss Companies, Inc Tmss: 07 .' SOUTHERN 2590 N. kings ligiway T U-4-q . � MUMFortMerrce, n 34951 Date: 6142018 11:4030AM sal,ba�TM Ir" COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax pawz 1 oft Vmim�017.7.1 P@d21 matetia,Mjl h ,wiim 1565 Span Pitch Qty OHL OHR CANPL CANCR PUPS Spacing WURPLY 491 4.343l12 6 140-10 000 w 0()0 1 12m 4OU � 11-7-14 1-10-10 6-2-7 3-6-13 6.2-7 9-l9-0 1 0 1 T UIJ I J31 i5 AMG 7AG B4G BAG A7G 0-0-0 0-" 6-2-7 3b-13 6-2-7 Loading General (NI Sny mlary Deflection L/ (loc) Allowed OW) Bites-: MOO171 TC: IDO(I.2) 0.12b L19. l5wl L11111 ICL: 20 a Tmlam BC:, Ord(4-3) VALL• OD2b L1999 (Sl) L/--40 7CDL: 10 hpMbtlncene: Db IM: OAS(24) FWCR. O1Cb 4 BCL: 0 MIL.: )25% QVFh-rF =:D 1 Pb(WA1 1 11313b C—M—y 3DOb 6011. - -21ybs -2191. M11. 4 HR.1q.0 1 ISb - 3DOb 673bs _ 313bs 31S1s of. 3 HRd(rnms) I ISO - MiO 719. - -71Is -71b Obs Materiallma Sun ry Bracing Sw m�ary TC 1PffALO(,3DI3)R22aa TCR.* �QAiin M4-lIAftMda®sbyCb- BC 6P ALSC6-2013)IQ2W BCD-d;F 9vs4�trAnisn580 iLi�day�bytl�a vats SR(AL4JG20nOr3N4 Loads St# mary 0Tbs�h.b-d.imdfhl.ffa &MIOplbu d.dLcbidplsdmdba& nT>�.�nssl�a�,nfrar�®oraodlm�bn�d,�,�s�7ao.�lrrowns�demi:ae 1w�pb�aE�m.�c.>uNFm�c blu�+i>a�sa�nn•Bp=]mAo I�nsZJ.171k4Kiidb=14fl?b1FalZooeT �1�emdud�mn6iae1H01.=I.fD.007meWdh3 ft 3)M}6m 6%*b.&*.2M.ddW.R A1)BC7IbbI6073laandbmnvppfsl Load Case Lrl: SO Live. Lind point Loads M®bc I lanlm M&. Lind hbAm 7bpCbd I41 14) 3bs Bd(bd 1-b1 Lip 131n ApQd 14l Lip 3h BdOd 164 LO T9pCbd 440 m� s- 4446 n ° 4-":�\ AN Ni . -- TT,Md 7-1-IS Bunn SON \\\ `- "�—�+--p' Bdad 74-I5 11bao 13ES ��• ♦,v�rVS \� TvCM 7-1-IS IDm yobs \ � Batmd 7-1-13 DM 1316 PE 760�51 i r 1 STE O � Y OR10�. Southem Truss Companies, Inc. Tins: CJ7 SOLRH.EiiN 2590 N.Wg If imay 1d Trm � Fort Pierce, F134951 Late H142018 11:4O50AM C�> Tsaemab� CQ PA1111ES' (800) 232-0509 (772) 464-4160 (772) 318-0016Fax pass 2oi2 Wsi=2017.7.1 Pa3d2) MWerW Al*mverslos 1565 span Pitch Q1y OFIL ow cANrL CnNrR PLIES spaeilts WGr/ply 48I4 4243 n2 6 140.10 000 000 000 1 12 in 40l s Toad case DL: Std Dead lmd Mmdc rmim uh,&. Imd TsbWN T4pc d t41 Dl I b - BxCd 141 DO Im ApC7d l41 Dl I bs Bald 14l Dnm lbs T.pmd 444D 27IIa Shod 440 loan 27bs Tcp(ld 440 DU 276s BdC d 440 D— 27b T.pC d 7-14 Do- 47bs ffiOd 7-1-Is Dm 49bs 75pmd 7-135 ➢eon 471. Baasd 7.1.15 D m 49ft Memberj'ForcesSmmrary -1�>ridm�nl�mu��cs�awr�et�¢.r rd>r a���ra� . 773 773 i n C77 1`: 3tt - 471 141, Idl-•' 315dB „ '� 45da 7T4 B C77 44-0 315 ft 713 15 07 7-115 34d$ Ql %I.•t l5:'- `;-_ 458W •• • AEG _ -•.A1C 7d0 315d� . iT6 (7t A7AG 7410 ISdQ 7T6 ['lll _ , . 37'8 Q7 HICi 7410 45d lif_6, . Nate m Southern Truss Compmdes, Inc. T1vss: DI SOUTHERN . 2590 N. king311g#iway Projectilb—, cbjsw Tnlsslkagaar dhc c TRUSS, Fort Pierce, F1 34951 Data: 61140018 114051AM T� CQMPANLES(800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page- 1 Of l VaAn2017.7.1 gMM2) Mveriall)ahbaewnarr 1565 Span Pitch Qry OHL OHR CANFL CANER PILES Spacing WGDPLY 124M 6l12 1 GOO (M ON I 04OLo 1 24in 40 b. 12-" 6-0-0 F 6-0-0 12-" 461 2 12 6 - 12 16 m I I 4115 - US - 1 r1 3 T4 1x41 10" 6-0-0 644 ' 6-M F 12-0-0 ' Laading General CST sunmlary Deflection L/ (loc) Allowed load BidgCo&: FBC20171 TC: 0.75(2.3) VACIL al h L/999 (4.1) L718D ' TCLL: 'al 7MI-2014 nc? Q46(4.1) W02: OAih LMN9 TCOL: 10 Repmb bm z V. Wth: 011(2i) Ha(3t 0.01h (34) L 240 3 BCu.: 0 1»l- 1s a�F,a> I aa2o BM: to Th-Offvr,(/a\'X4ac), (13-4-13A) (20444190) f33.41-3A1 (4043A%) Reaction Summmary jr Type 1fcC®6si agymb ]dabii RadaxWth M-P d MacO.Aw M.WidLw M-UPW Maths 1 pb(Va' I 35k C—*Mamy 300n 6031a -3071s -307ba Alfa 3 HRn1(V3f) I 35u Co Maary 300u 603hs - -307fs Material Summary Bracing Summary -3071s US TC SPIAl906-2013)M22a4 TCD-* SbWWWltrima6lnl4d &vbyOMs BC SP(titS062313,WO BC&adg 20holaRalisas&BO,Aa6deiQ0ry0has WOs SP(ALSOS-2011-)032a4 Loads Summary 1)ThslosshaSbaad.0,Wfal.ff.,k ti10p fbasund.rdMksdpisdmdb.L. 2,TLen�tusheadc;8rdfahedl'asd'wfldtndtisomdanxwhh9�7-IOQihlsefolmi4)sseddmlq.t I60�hatinagF.wpoa.eC,P.v4yEndaa4CnLbFTpBuiGgCatpxyQp�l00),Ow+a1Ef18 1 1.17(ix4833$h=14$T1tiFnd7neTnrgtlifcmJe�aaiiaedQQrlIA QZmeWdh3ft - 3)Mii®mangaEYndsghamdw EIBCTehi:)f071lmoo(6maPpid Member Forces Summary rag�h��Manha>an ors �atwra�(��rdna� s®� araa, TC 1.2 a751 -R78fs 2-3 0.711 -R781s BC 3-4 a.464 6971s -396fe 4.1 Q4fA (871s -3971i WIM 21 a112 2761s (461s) Nam - 11'Ih'sd¢�s-s�mASCE}l0assdammibyfselA7HsilaBuifogCode 2)1htCRaadHaQtaaAnvblmdlmmmldAomsdrbhemdplskasgsmmpmmldddlrimdunfd®dtodampc,uQ9IL,(R¢.,,tI1fl lInamdmaa6,lhHQR (. t 1 I 1 11l //// 3)MuilsYaaslfamSC9"Ioglnsbma{pWnUepheh�Isawfaal�b5'kTn�Mead�aapaA7'19JIP11.7Dp1c,:r,747 s�jt�m � \\`,`1 �N Ni..B�� /�/ as�mtrcsLavmtepo��m>nmt,epue�a�esndod�aap(n@m(m�aa�4oais� \\\\\ PE 76051 r -off \s-r %04 OR1DJ''��7z�' �� 740Q�AmpyafEss�{.psin16e6miLalntxeammm�amciheS�jooftruidvdnilnss'slnva7mdo-zoaifneu7rapQvmssgipLdbykTn�Marut aivaMrdasponkam.aquxlmrrylfnaaofkhfaneusrefMslyklidSB Rape-A�Imh's8svgidmaaaaNs�P����N�i'fa'khesaY,lsmmtd�,dsw ri:ai�msaps6 vdk"IapQus[Wu(muv&Gaval.'�b�K'psgefaad6amlidaamdn.4lmsvxbrphvsdnil+e BrianMBleaMy aaaFigtf)Ga51 nao�amdb�Smpan4ugTemaSm3;lrcisaaudiaeuisESt-A62..U®nrphgese3lgs�sds/cpaifdphts'veEfdwdba•a�18'WulsiSasmlBp,�«ar'Sa1S;ahibiSmbehghemsl8prs�e7d+e 2w0lii:ma RPma:R3(9: Southern T iss Companies, Inc. 'Truss: D2 259ON.lcin 1Fi 1Wa SOUTHERN g; y moclNal»e: aysal Thi%Dsg= dlc - (`�q„�,I, „4 TRUSS, Fat Pierce, Ff 34951 Dole. &14=8 11.4o-S1 AM Tna, COMRAPOES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Page: 1 or1 Version:- 2017.7.1 [Build 31 Mahgra1Da6bm3clsax Iw S, Pitch Qry OHL OHR CANrL CAM PLIES Spacing V&TIPLY 12-W 6112 1 140 140 000 000 1 24in 44Rs 14-6-0 I 1i 4-0 } s-0-0 s-tl-0 1.4-0 l l l 6-0-0 12-0-0 .I 4x61 2 12 6r 12 16 n m� I Sx4- Sx4- 1 1 3 I TS 4 6 1x41 I I 0-0-0 0-0-0 l 6-0-0 l 12-0-0 � Loading General GSI Summary Deflection L/ (loe) Allowed T=d (.0 11*0 : YDC20171 TC: 066(2-3) WOL" alb LM9 (4-1) L1190 TOLL 30 TPIJ-2014 BC:, 045(4-0 vhU_ 002h �JW (34) TCDL: I JO R .Vb '-: Y. W4: WICI.4) AWQC ODIb 3 L134O BQ1.: 0 DOL: I251b Cmpiamr,Ra-20 B(m, 10 3henff..ta t F,wT (15-101-IIJU a00+M) (33101-IIR) (404134190) ReadionlSummary jr TWe I 6reCmibn RCW& Maaxbl R4d13mVI% M.YF d M.Gar1.1,111 M.%dtw M.Up!ft Ma ft k I P.CMB! I 35h f2maa:M-" 300b 6401. --39-+1a 3 1JRd(1" 1 Isis C .*M.My 300b "ft - -392hs -392hs -33b, -392hs 06s Material,Summary Bracing Summary TC SPKSC6-2Dl3)92W TCRadlg �hedaA.isatiloolarua�lryGlau BC SPOL905-2W)C214 Bcsnogg 9c�InlalLrixat10aQ13a6dmgobyG6� Wfia SP(A-qDS-2012)032f4 Loads Summary p'tnana�t>ue�a4,dta�eles�blapsltmnanaiumdpl�memd. 2)T6'seueMsb®depnitalax@'esafvadba�b+ 'eoro7-IOabfrfalwsig�ddmlupa I60mphUliwk%Ev 1rftaf'Fw*wd Mrpnv fig(34gayQl7=I.00),O.vn1Bt� Iim27171hs4893Qh=14((T1xFad7aeTms,Ne6vmda��p7y16(I,(ICZmeWdh3R 3)Mai®msra(�arLidagba®cdsn¢uirlBCTahk1f071 hurotLmiag3�1 Member Forces Summary 7alkidasMmhaII]mazGtt maaz ifma0�mmp tmnTdBeml6ammasaiaifaol TC Sli 11316 361, 2,3 a650 -8691s 1-2 0659 -mbs 3-60316 361s BC 34 0.452 702ft --155 4-I 0A52 70I. d151a) Wbl 2-4 alto 272W Niles - 1)Mdmipi;baWmASCE7-l0asrd,m.Ab)-&.W7FdhB.R&gCa& 2)VnCRaodFimCaarttrwimlmd6u"vatslddl�mtAreb[seindpfc6me�mmpmvddAdmdiebdadlmdmrt5�0asRD ILi(Fa-nxlkD IIaamrdan¢s�AtSVfA1. `�\\ 3)NpuiYmoedfiar,C'9'1M,hubenaFtiedbEephthvaf+�as�n'idbyh7�MaodadmP6'ATHQA I-7DD2$im2A? 4)1 du6drq�iCd—b d MAMS(044-- g Ni . BCl \\` S)BialnMalTClahhmksmmlbEmx{i.®immmeo;dm�bami'amLhdxd3yiaq�n�amnsinejoi� \�� �A �--- 1� � �� i PE 76051 J, i f 0.c�-4 i 0RID ��/ll ltll ?DI3(SAmpydmaSdnllsfiaaiddbhximioomaaariLd�,voflmiv6vdnlb�.eEomimdnaeeuanl�uamm6s�pWby6eTnaaMamOw�vaadrds I)�rAaolmli68aun3rdiauavRwmfPof�iva7la�nrigtay%d}'falieasdsna�pSmtdeyfduw�Sxlietav>M14rzm°s°jadm�lemsothidaveGnsefafslyfieB3G1g Pa4�"dh'IaytimnlnfonnfmE('mralWb^pa�firadr�eliAmro+an-gl¢murpbfadalFe $[iaQM. H1YA1dy mao�n¢olbi'SnSau6`TeCm�n}IrcbaamtsuxagsE91 _''76'-.AlmYonr pLtsam^-0gas�esailsfi �,:£d1L�'efuF.adlrye=lX'uhid�idmaaal8pu�plrka�lS:vl�iaf txah"�bmolSc,��gepLt 9uaFi�,K1N151 2490Nf-vies sRF6mfl34951 ]ad TQL: BCM: 4 BBd Mater TC BC Loads Southern ThmsCompinies, Inc. Thm D30 2590 N. kings 1-Iist sway T 1`1e � dhc FbitPilace,F134951 Date: r 614MIS 11-40.52AM (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pqr.: 1 o'2 [Bu3d2] riot: 1565 Pitch Qry OHL OHR CANM CANER PLIES Spacing VVC7L/PIY 6112 1 140 140 a" 00 1 12m 47Rts L_ 14-8-0 � i 1� -0-0 I 5-0-0 I 2-0-0 SO-0 1-4-0 5-" 7-" 12-0-0 4x5- 4x5- CJS CJS JS 0-0-0 ' F 5-" 7-0�0 1 12-0-0 ' General al Sim mry memoll L/ (toe) Allowed (pd) Bk%code: 1BC2017/ TC: d52(34) Amck- 009n L1999 (6-1) LASO 20 10 TAI-2014 Rmaltrlmmm: rlb BC:, 078(4-5) Va: 018(m) I VnLl: 0Mu Hnm Mi. I LM9 ISq L/140 0 UOL: M.. owFamr r.-" 4 1 M. C—Mnmy 300u %71. - -&Vfa 1 Mi. a -am my Mi. 967U Lary Bracing Spry 3)AC2a4 TCBruiV 9e6elaflrium40gf1afndoiFnby04rR LmdC m Lit: SWU,,eUW Aoint Loads !d be I laoioo Haim Lmd T&Vj& Topcm 500 to 12hs BSChd 500 man Was 7apmd S411 a_m Wks 24n wcm 5412 Doan 13b 24b hpmd 1,114 Down sofa 24b 13MQ4 6.11-4 man 13fs 24h TapCld 740 lip 121. Bacid 7." man 129bs LmdCaseD I-StdDead1md Ibint loads Mantic laanion Di im L d TtbWdh Topmd 540 to 2Afs BQQd 5"man 163bs TapOid 5412 I man 476s 24is RnC d , 5-0-2 Doan 49fs 24i. Tpcd G114 Doan 471s 24n B01m1 6-114 Llnm 49bs 24il Tapmd 7410 Lb 29% Band w i D— 1631. Member Forcee&mm ry T M�nln naxc�, �lro �( rd�wsan�a mar TC 17-11 0)82 18bs 12-3 0513-16/11s 144i 0182 181s 1 -5301s ohs I \GENS4$ N���/i f PE 76051 1 -0 � ST O �0 Fss <QRID,NG������ I)IS,q O►+tq 11� `\�\� Southern Truss Companies, Inc. T1vss: D3G . 2590 N. kin H1 wa Pxq-N °- �1 SbUTHERM 1� 1� Y TnmDLigpa. dtc TRUSS,' Fort Pierce, F134951. 17atc 6114=8 11;405_AM �"� „m ,M COMPANIES' (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pow- 2o'2 2onzt [Bmld21 M:iier;alLhti�asews;ac 1565 • Span Pitch Qry OHL OHR CANPL CANrR PLFS Spatwg WRIPLY 12�0 6/12 1 14-0 14O 040 000 1 Lin 47N Tilm-to o-hvss Qnnections Summary io e.:arM c—,MT— rrt cts me sao 315 ft ,-m I is ',;: ,mG ' sat.' 7MAj ,1DG 611� 270ha ti.`fft I,.. r4 (15 ;r3a CNN `���� 11 1PE 76051 � 1 !-O STQ�_ O oRIORIDi_ G� � Southern Truss Companies, Inc. : ThmPrujwl �_ J'1 SOUTHERN 2590N.kingslTig}2way TnasDter. � (0-, Canpw tSollmas— 7>f1U5S, . Fat Pierce, F1 34951 Date: 674MI8 HAO-53AM Thw COMPAMES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax ?4-= ION V"'=2017.7.118 W21 AUWWDa6b=vqsicrx 1565 Spun Pilch Qry OHL OHR CANf L CANER PUPS Spaci g WGflPLY 100 5.999A2 19 1-14 000 000 • 0" 1 24 in 61 s 2-g"0 14-0 i1- 12 6F— c? 2 Tel5X4 - �1T 3 l . CJS CJ5 0-0-0 G-M Loading General (M Summary Deflection L/ (loc) Allowed Load 4-0Bggaxic FBC2017i TC: 032(4-1). ab VrtOn LM9 (}I) L1180 TCLL: 30 y 71'11-2014 MC: , 006(3-1) VdU., OuLP LM9 (3-1) Lr4O TCQ.: 10 4Mb b—: Vs cub: 000(1) H-CQ Ou 2 BaL: 0 MIL: M.; C.PFAW.K.-20 BCM! 10 Fbecl�.�rAc><�t n�laalni E,,,o„ -o 3 HRol(r I Lin - 300h 67hs .12W - 2 tutd(r�s) 1 15u - Mid 36ba -1 W •12hc Material Summary Bracing Summary TC SP�A[90FI0W22n4 7CBrdg 9=hdandnsx630JLfhNpby0bm; BC SP(ALSO&W13)l234 BCBcv ffimWmRdmm1040J4 fndmpbyOhm Wma Loads Summary Member Forces Summary 7��nw�w��e �. alra�(o.6�ralr��lro� LC41 0.116 36 W 1.2 0244 -32 W HC N 0056 99b, Wub¢ I ZYnSS-tOAMSS Connections Summary ID G.WT— QT'mT Ara* M A CS Id1 315ft rri` it I cu QTL7l -172bs M1. -121. 01s -LW OW C ENg�. !; PE 76051 �} sz .0 0L�l NiG\\`iCORI��. � NN X 01111111 i 1 a Southern Truss Companies, Inc. Tn1SS: J1A ` SOUTHEAM 2590 N. kind Highway rm f 1 C-V , Sd h01s7'-�3 -IiiU'cvS; Fart Pierce, Fl 34951 atc N1-M18 11:4053AM Tres cOMPANIE3 (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Page: ION Vzrsim1:2017.7.1 [BM2] MalaWDaWm&%w nr 1565 Span Pitch Qry om OHR CANrL CANER PLIES Sp e* WCr/PLY 1-b 6/12 1 ON 000 0-3.0 000 1 24m 411s 10-0 1-0 0 1-0-0 12 6F- 2 2.5x8 r 3 I 0-0-0 0.0-0 �a3.o o-s-o ' `i 1Z, 43-O Utd Genual ry DeiMection 1j Qoc) Allowed f1� tBc2on! TCR om( VdCR o^ TCL: 3D 7H 1.2014 BC:, Ool(3-1) V W Ou Ln99 I L/-1W TUX: 10 BgM16rL,;—: Vs Wb: =(1) ZhIM 0n 3 BC1L: 0 DOL: 12S'S C.Pramry.-20 BCUL- 10 I%edLffi(IuIXYAoeY. n6-7;a11,13.) 3 H agm 2 Ma(r.,i Material) 7c BC SPO 3V1s Loads Sui 1 Ltu - 3o0n 191. - -76s 1 15u - 3o0n 251X - 46Es kary Bracing Smamry` 3)42214 7CBvmq 9rdniaBxLsaf63QBxbdepdry06as 3)f22c4 BCBm ¢ 9.oW.Pw1anOO.O.Ae d6pbyOLa Summary 7enkBs�sMmlvlRmaB®xmualra¢(�a6.,rdeeoa6ro�amlr� -71s Ois .166s Ols GENSF����i PE 76051 t � �-0 ; ST EO ;akurmeims�runnyeettaioy BrianMBiraldY1 auunNm�.mpiau9al6e li�>a�IBbsu&P1+r xmv Sua�Epo f�nil� Southem Truss Companies, Inc. TMSS: B SOU EON N. kin ITi wd 2590 N � � y �t NTajw Crysal TnnsDcsgler. ac COIBp(aat sah>oarsTM 'YRUSS Fort Pierce, F134951 Date: 674/3D18 11.4034AM Tim COMPANIES (800) 232-0509 (772) 464 4160 ,(772) 318-0016 Fax pkge1 or 1 Vasiaa 2017.7.1 PiM 21 Macertilll?draiiset c 1%5 Spilt Pilch Qry OHL OHR CANTL CANrR PILES Spacing WGNPLY 3-00 6/12 18 I 1.4-0 0-00 o" 000 1 24in lllhl i 4.4-0 i t-1-0 i 3-0-0 i 3-M 0-0-0 3-" 3-" i Loading General CSI swan" Deflection I✓ (loc) Allowed Lmd (lei) I M16Cnk: FBC20171 TC: 032(4.1) vnml 0O1n LOW (3I) L/180 ICLL: 20 TAI-2014 BC:, 011(3.1) 1617E Oh LM9 (11) UM4 TOIL: 10 1?giMb,1--. -is Wb: O00(1) H=C1C oil 2 Bill: 0 mL: 12J9L UapF-a Ir-2o BCO• 10 w.nv:.eU^1MAW: (13.101.11A) Reaction Snmnary jr 7We BaCmto B.Vmh Matlnl WBMVA% M.Rcd muckwtw M.Uwum Maa1bi0 I BO(WM' I 35ia co.Maury 300n 218& - 456N .156M 3 "ClunM) 1 15n - 300a 53hs - - 2 —cr.,-) 1 15b - IMb 110hs - -871. -87bs Material )summary Bracing b mmxiry TC 2013)h234 TCBm&g 9xmtWaPak=6.3.0y bde�jby0b- BC 9'O1'UL2o131+22x4 BCBmmg 9ashalvBaiea11000,Bcfndmyby0t- Loads Summary grhsu�l�ab�,da�mr belt'aa8euloµ�tbsmdamlixebadplcdmdhds 2)That�hnb®d�alfv/�eB�otoidln�- ,^^^��TM�� �7-IOwLhefoix�ov�saddmlipclW¢phuh'oatEq�aaacC,12�S,1yE�d>eud,Ga6MiB1H�15gg0:gpyII(I=IDO�Uea1B11g 0-27.17fta4833Bh=]4ftNnEdTaeTnsJ cedveb®daatoCtvlIA,OCZmeWdh3ft 3)Mi®am>Qaifaa-tb�Sigca®nbacxi:IDC]1hB1607! hasmtb®app�1 Member Forces &uunmuy isehhdm�n,�II�maxc9�a�lfa�<�grm:raae� a,alfm� 7C_ 31bs 11-2 M -131bg BC. 31� 0109 158hs NOMA VAW Tlrtwto-truss Connections Summary ID I C-id7h. 0mViwT- 0-ic0ae Asab 7T4 B cis 440 315deg .. `TU I. uB . ?'CJ5 4 21` , 45dg1• •. Ohs Ohe N LlBL����/.. �'4 ; SfyTE—oF;r--' C ORiDi%����� 111I 111 TDB�,Ampyof 4n16efuae7�aibtea®mm�tamc7L�i�yoClvixLviAmindsslasalmd�nai+nad�a7uimimsaggidbyMrmsMatadanrca1d ard �wmn•�,q m��om;�:,,alraelybcaaB� Brian M.Bleakly I3�aAsmimh'sSa°irS�^��^�fP���1N�i'fafetl�m'pmefl�sMxnS¢brm�vluywdfe"ImlvaNafimoron.@Gmillidpig2radfimo]iJmmbaNmmmrpbas`nlbe maul omlbySnlsn9ngTcCmgmylrcham�tuxui�E972762 Nmaaapbtaie.'Dpa@F.uilah•�m7adphezee'sfuiwlbla"-18"uhifii�d®em18gn�epbgorSMlffdsb:�d'maab�lrnml8giapepkie ��'�1 ?590\ ' 1 iRh¢A399S Southern Tl uss Companies, Inc. Tluss: BA SOUTHERN 2590N.king; 1T wa Pr ywtNMY-- CfYSta) TRUM Fcrtherce, F134951 Date: 614/2018 11:ao-s5AM hm CQ RAMES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 Vasiorc2017.7.1 [&uk121 MatetialDat+b w%ubidw 1565 Sinn Pilch Qry OHL OHR CANrL CANTR P1IB sp-ig WGT7PLY 30a 6/12 1 000 000 0-3-0 000 1 24in 101h; 3-" r 3M i 3-0-0 112— 611 2.1 0" 0•0•0 2-" 3-" ; Loading' General m Summary Deflection L/ poc) Allowed load I O-D BIQOCod; FBC2017/ TC: 0.13(1.2) VAM. 001b WM (34) LASO TC1L: 1 20 7AI-2014 BC:, OJ4(XI) I I V.M. Ou L1999 (0-1) LPQ TCDL: 10 Bgmbrb ^«• vs Fib: ODOO) kb2C : On BaL; j 0 DM: W% CIWFA04Rfm20 3 HBA(r=) I L5b - 300"b Sips - -6bs 2 ,HMCMns) I ISu - 3DOu 85bs - 601a MateriallSumlmry Bracing Summary TC SP A1936-2013)#22A TC&xft q-fAarWT.M63AR bds®sbYOhn BC SP(AL94S2D13)$22s4 BCBmdv �aWaAhmn044Adad�by0tm tf Loads Summary Q7lmesmkub�h�nadfalse�as8seb IOFslbalmsbQdFelndFdedasdhodt 2)7>isbssinsb®dsppdfad�asadundMdsis,^�••a,,....±,�as7-IOs+�6erabuigs�ddmdipa IWmph.s;�„��F �...n.. Tn.xCnbbHpBuir�(3tgaYII0s1D0),Q®� IIus27J78:48370,h=14QTUFns� Tss�4lLsrmdaab�daelUQF1L0.00TmeW.i63@ 3)M.insamaagasFi°SaBuamds�ssiilBC736k1i7/J bisws6®.Rs6n1 Member Forces Summary »M®nnu�acs��lra�(ra�ae�wra�, TC 1.2 1133 •197hs BC 111 0179 -204M VIA. I � Pules 6hs Ots 60Es 01. • 1)VnCRaWH.iaL=N,.10asrdam owld 2)WQtesdlimQlarcMsaGalmdbn'eamldde.UAsebiuelndida6xmndebdadtudampad¢sIml IL+(1Cn_I,aI19 rL000ATH/fA1. 3)AmnrrymmdfamyCq�lDQhubm�a�filb6ephehbaisamssd�swLam by6ehm:MandeompnATHRH12UO2S®so2A2 131 / 4)Tnssohmms�8osfa8npla�ImP^stimm/YAlosgeaa6e9ud�alomoe6m�atbepw4inlbra+6msmdupih�wnuhRm�m9moaY• `�`1� NI. O AlsdoudspdBi�omtnsdsnMR'R1Smy6e&g �� ♦ /� —'� ��7-• �� \GENS+F r PE 76051 i1 1 l -O % STE O 0ORID ZOAMAL llllll{11\ Iamxs.oapydm•66�,swlefib,i�,abteeev,omi.amrrlydoress:s�vdNb�aMsmma�,os�oandm�vmn�a�[lnYb<rmm�rbueweasdnityu,�wr,9.andmrtyaaaorreurosm,ImsawA,tyfrBw BrianMB leaW �jnAalmdfs&aun8odcnsamdP�tn4'6snLdsi'Ira?��+ti8n5afeaxxvpsg�ndix"Isrynnnlsfmn 6n�CasenLWes^Fate&rndisi�ilidamsfionAlmmmrpisb4ulbe ^n•••••sbySnF�ssSlts�y'•ri{mQvnlrcna®dasaa6F81.2762.Almmatrph�erc pps�mta6epe�Yidpht<'sro6,uilgn'•IS'ubtlsisSass�is®sgeFtM,aSs18'oAib'od WIiBM1buonlaengeplst 9,-E OW1 25901� " .RRmeA34OSt IN Southem T uss Companies, be- Thm J5 . rx+- 30UTHEiiN 2590N_king; N1g11way TTrtwr � cry-] Fat Pierce, Fl 34951 Dates 61142018 HAR55AM TnIs; COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pace: 10f 1 Versorc 2017.7.1 p3wM 21 MatmialD.iab., Nwskm 1565 Span Pitch Qry OH1 011R CANTL CAM R PIIFS Spacilg WC,TiPLY 5-04 6 /12 13 I 144D 000 000 G" 1 24 in 17ft 64.0 1.4-0 5-0-0 Loading General lwa 0.0 1308cok: MC2017/ TQL: 20 i TA I.2044 7CQ-: 10 Aphfb i —. V. BCI.L: 0 DOL: M% Bcm: ]0 WeOfl>ds0oct-KMcI: (13I01-IIRI D3G 0-m 0-" r 5-0-0 CSI Summl►ry Deflection Ll (loc) Allowed TC: 051(1-2) MIM OD9u L/638 (3-1) L1180 Dc:i 029(31) VaL* OD2u LIM (31) Lrm va: 000(1) Huck Ob 2 3 RPA(rnas) I lik - 3D0b 921. - -lu -lbs ah 2 HMCrm�0 I IS;. - 3DOu 19AS - -161 b, -1611. 01e Material) Slmlmary Bracing Smmmary TC SP ALSC62013)t42YA TCnrzfig SF-fAand—&30Rd dawby01m Be SP(AL91&2D13)02W BCBrao; Sheifida}1y1o�11000,A`iodiyatryObes Wbh Loads Snmm wv Member Forces Sunwary Le aI 0316 362a 1.1 0510 -+S9hs 13C 11 0295 2611s -167hs Vlbs Truss -to -truss Connections Swunn y ID Qo'WT— Ck�vimT— 0—i cffsa A.& T12 IS 1BG 5412 270dg PE 76051 i1 I � S7E O 0 //llil}111 Southern Truss Companies, Inc. Thiss: J5A "• SOUTHE M 2590 N. king; Hi�way � � � 1 ROSS' Foit Pierce, R 34951 Datc: 694MI8 11:4(k%AM CdMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Page: 101.1 T— Nkrsicn- 2017.7.1 [B1Md2] Materialf)ate6 velaimc 1565 Span Pitch Qty OHL OHR CANM CANYR PLIES Spacing WaPPLY 500 6112 1 000 000 030 000 1 34 in 16 U 2: 0-M =l 4-M 5�60 0-0-0 Loading General C91 Summary Deflection L/ (loe) Allowed L®d oso BBgcak TBC20171 TC: 033(12) \h1C3tl 00Dn LI530 (}I) ' L1180 Ta.L: 3D TA 1,3114 BC:, 031(3-I) VALL. omb LIM (31) LrAO 7CCL: 10 PVMkimr ac Ys Wh: ODD(1) H=QL Ou 2 D(LL: 0 DDL: 125 OapRdXr -20 HC�.: 10 PhKB,ra0R74.1'Mek /I�t14.1•3501 Reaction ISunlmary Jr Tire I ll:a0m�ho BmY4fb Mmml gwftNHh Mffi77mG MmQaAhH MuY3dlbiD MmcLHD Mme1tr I Ha(wM , 1 4n Gw M—y 30Dn 20D1m - -QM .41 bs 218M 3 HRoi(rnm) 1 13b - 3DOu 921E - -3fm -3 bs am 2 HBa1(rhm I ISu - 300E 1461A - -107bs -107bs 06s Materiel Sununary Bracing Summary TC SP(AL4 W13)M2214 7CB.&g 8lmdWandmm63QBai4d*by0hm BC SP(L 20113)1Q3a4 BCBoig 8nhelaftk mlO"P bd.�.by0b. Mhs , Loads Su6nary Summary 7>6curmlcMe�rlQmazr9 maxaablrme(nmumgerao/dBae4t anmsm ml[ao� L ,�,,,��11I Q'..' NGEN$ PE 76051 I � -O ; ST O `,< ORID l��� �I1111111� mdmn�plvacoftr:d'ammfsns�remlryhHlS� I AriaBM. Bleakly v Southern Truss Companies, Inc. T"ss= P SOUTHERN 2590 N.kings Highway Tr � � TRUSS' Fat Pierce, F1 34951 Late 6q-1,MI8 HAWAM C-P-i T,1 Tess COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pax t cf2 V.r6 c2017.7.1RAd21 MaterialDat asevasi= 1565 Span Pitch Qty OHL OHR CANfL CAM PLIES Spacing WGI'/PLY 7-0(1 6/M i 20 140 a" 000 0(10 1 24in 2311s 1 8-" 1 4-0 7-" 7-0.0 0 1 T A7AG.A7AG B4G.B4G A7G 0-" 040 1 74)-0 7-M TAIadin�- General (SI swmx ry DetleCllon L/ (foe) Allowed ]md ' 411) B03Calw FBC20171 TC: 073(1.2) V M. 029h LRL3 (}I) L/180 11 TL: 20 TOOL 10 TA 1- D14 ReplNtrlttQeaae: 7Fs DC. � 0MCM) VAb: 000(I) V dL• 009b 1b ck, ODlit Lf= R1) .. Lr40 BQx.: 0 1101-: 125% Cit ph-.'-2D BCO.: 10 B,e ffid;(WIMA t (13-11041D.) ReactionlSymurlary " TM, 0-b ftWdb MMW R4dBgV % MdxRtad Mmfm'LW M.V.W M I Ifi(W 1 8n Cm M—y 300u 3671. - -I211. 3 ISR91(T�) I Ish - 3Mb mho - 2 IB1d(rno) t iSh 3wh MIN -561. MateIsummy Braft Summary TC A1S W]3)122s4 TCBmd* 9r.�lt¢IaRA—t63AR&dgybYnh- BC A -'C5.21B3) 27s4 BC&aug 9etMlQBricetl044Bttiid•. tby0has wh6 I Loads Summary 21Ttvt¢shasE®d�n7Lrbedeadaulh�u+^^�W �•.�ac7-IOtithfo6aigrtaddmiipot 160upLtdimREgm�ef Fd!'F�fa6tdlABuiitg(1�otYB(t=1D0A���8 t>;mz7.17R:as33)tb=14 Rw�dzoteTtit�ri;�e,d�t�naPtbo.crxmewmt3e 3)=. mtb—ppkd Member Forces Slmm ry Tube M�wmffics � g<�¢r�rca t cur. TC 1a1' 0271 36h; 11-2 025 -2991. 1 13C }I, 0L'7 266hs (-179W ' VVhe 1Yrrss-to-truss Connections Summary ID C-WT— C.I%i.TM cmi¢CHy AWt TT` R A7G - 7412 27qdI8 TTY ., n ... ,A1Gf . 9i1•tz:� �'i zmdt� ; • TT2 R A7G 11412 211dg TT2 . ' R A7G 130.12 �' 2mdg T7+,. R A7G 14-14 'Aldtg e 16ta' „node TT' R A70 IB-14 2mdtg T7" f n Aid 2FL4•, n9As TT7 n AW; 7412 9odts trl r , n AiAG 941i., 90dq; , M. J7 A7AG n-ou _.. 90� Tri { 17 .': A7AQ. .. 130.12 , wft T77 R VAG I4714 90d.8 ':M J7. V7 G : .16-14'-. , 904 TV n A7AG. 18.14 90dg M R.. . Bill74U - 90dg . 779 ' n . B1c , . ... , 4612 90dg T'I9 n 'TIV BIG 9J-C 90dg n I � Ohs -1561s Ole Southern Truss Companies, Inc. Tmss: V12 2590 N. kin 11i ma SOUTHERN ' Y •Prcg=Najw. CfyW TrussDa*xr m1c . I -MU % Fort Pierce, F1 34951 tat. 6V14018 1L1P57AM f".......�..e.a'�11dtORSN `-v Y`^^,"7•�� , � COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax 1�= 1 of t *6af=2017.7.1 [BM-1] Malf:li:11I]3 'tab=versia= 1565 Spun Pitch Qry 011L. ORR CANM CANER P11ES sp-i1v WG,`VPLY 1241A 6/12 1 000 000 000 o" 1 24in 401tg 12-9.9 6413 6-0-12 I 6.4-13 12.9-9 4x51 2 12 6F I 12 �6 '4 3x4- 1 3x4- 3 1x4 j o r 0-" 12-9.9 12-y-y Loaft General C%Summary Reflection u (loc) Allowed Imd B71gc4&- IBC21171 TC: 067(2.3) Mick 0h LIM L1180 TQL: 20 7A]-2014 BC: , Od?(4-1) VnM OUp LIM Lr-40 ' T2L: 10 Rsp?X hMm )h Wb: 005(2� F-M 0h 3 BCLL: 0 B(1L: 125% chppa K-20 B(7L: 10 11 cff a \wo (14-043-M Q04}1590) (3.140340 Reaction Summary 3r ___739e B�RCnvbo flclWmar.1 Ml RadBmlUfh MaxRm MuGx lbifl .MaxlliidU�1 MazU>� Idaxltz¢ 4 HRd(NbB 1 ISL%4b C—MMa V U&a 3231V - -361. 1 fFs(Vhlj 1 153594h C=*Mam" Ukx- 351 ES - -1151s -261s Ols -lists sobs3 HRd(M) 1 153594b CaaiecM.—y U*a 351b - -1151s -115bs Ols Material iSummary Bracing Summary 7'C SPf�1L4�•2a12)933W 7CBndg SbmfafarAzfaMw6-3-0,R.W j,yby0bn BC SP(AMO2012)MO BCBrsd* 9.fd3A=t6-3A%kdgpby0lna M& SP(AI 2012)R32,A Loads Summary p]hcaozahssmv3�tafr�8'�aeo 1oyatu®dnatKmaps,d�em� 2)7L'xneslnsbmidapelfar4�dff�daioilndtca®rdvuR�IlS�7-low�lsfduilgaar�'mtigat IfOmpLu4¢'kF�mzeC.FuA'Eadm4Cs6MiP.BuiiogfarRaYB6�1Ltl1.Q�IBIiB M.27.17Rz4831 fth-14gtUEadZm TAB,N*..d,,6—i1ao111(L-160,0=—Wdh38 Member Forces Summary 7hbkuf MM-&L M..z —iWfu (r x wfcmtdff..xfi— alelfaa) TC 1-4O.fi66 -2T7bs 2.1 0666 Inns M BC H 1891s (-57W dd aE3 189hs a57hs Wbs 2-41 0051 -1741s Note t)7heh�silvsdaM9CE7-IOazida®ibylr?117BoohBu56gOode 2)VnQt®dFhzatme6eaaialard6ommuld9+imtdsebFe1md01s6eaePomymmldddbinduendmdteQmnp+desl]fl LL+(IC¢-1)zR0II3seomntmoeoisAT9Ni1. 3)Mmiya+dfeMr,OjmlLO.hulzmappi�dnhphehtralre�omdcsp�ai�sasyei'e5(y8ern�MandaovcpaAlHlIA 17002Sevm24z J l 11' `GENS. i PE 76051 -13 ST O `c40R1D_����� NCBiCEMyrydtidsdnlueo,da�ana�monmmamr.71,,oenR:aolwaKmmlmdai,:8aaaa�pe�nykra�Mati�waamres5n,ryam�,m�akwanaims+rdnlyneBui� BfianMB Y Oc4,mnAalmhisJomvgidetsampom+�dPofauolmkpmoo'�apn'abij'�rfahe4u$mfyorutd�udnaaSe:Icm�vpvBwdM'higasurabdomafinB:GacelPiGs 1e�fvaddd®lufamifionN®�mrpLtsha/be 9uaE:gK7405leald1 r®udmzan4tyciryan9vq,•TiCmpe��}Ineueonnhms�sE94276?.Nmmmzpknzarc30pu�snhs/cgxflfd�em<bfa&nwl6ya=18'vliBsidmL.hanl8pugrpbSor"S41ffaluhoSratsati�,fimsl8gaucephe 259D\MaN�thRRneFl3495 I Southern Truss Companies, Inc. Thw: V41Naux: SOUTHERK 2590 N. king 11ighway ThmDeagw: cry.49 dhc ZRUS'��.' . Fat Pierce, F134951 mre: 614018 11.4"AM �j,y1O15Tnr TM CQMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax PAW. 10fl Wear 2017.7.1 [BuM-11 MaterWDibb sevelsnr 1565 Span Pitch Qry OHL OBR CANfL CANTR PLIES Spacing W PLY 3' 6/12 2 w ON O80 080 1 24 iu 8 HE,, 3-2-6 r 1-7-3 1-7-3 1-7-3 3.2E 0 6 4x4 - 2, 0-0-0 i 3-2E 3-2-6 Loading General CSI Summary Deflection IJ (foe) Allowed tMd 04) MUCIDdc FBC20I7/ TC: 613(1.3) VnQt OB Lf9A L/180 TCLL: 20 TR 1.20111 BC: Oalp-1) M.M.Ob LM9 L/M TCOL: 10 ftmbrbd6.: ft va:1 =(I) WiClt Ou 3 }KIl: 0 DOL: 12i's Cwp..W is-20 Material Summary Bracing S1m®ary TC W(AL9O6-41=)V12s4 TCriamg �d,maNisw1004ArbdsTvbgOlcs BC ii(AL901.20I2)032M BCBc+dg• qa6elanaj w6-3QBuildakAbyObes whs Loads Summary summary TDhi�trMmivLLlmm(3�s�mlrmS(unmmR•fmxTdilcmfrommuamlRm) N N tes 1n 0-" JBha -131s INN PE 7605MY,? \ ViLl, �JL �% STO;4ORIDs'o NAL ��/1 'Mnrawinsero,4bi��'9E BrianMAlrakiv tf t Southern Mim Companies, Inc. 2590 N. kings Ifig6ey Fart.Piero, F134951 (800) 232-0569 (772) 464-4160 (772) 318-0016 Fax Truss: V5 ProjectiJame: Clys(a1: 7'n� Dt�gler. 4fl7C Date: &142MS 1140:%AM F-w- l of l ,� 15G5 I 1 Pilch Qly OH). OHR CAM CANER PLIlS Spacing WGUPLY 6/)2 1 o00 o(10 o00 000 1 24in 17ft 59-0 2-10-8 2-10-8 2-10-8 5-" 12 12 8F— ---18 U4 - z 0 0-0 0 0-" S9-0 Lea&* General CM Summary Deflection L/ (foe) Allowed Lwd (A �Ca dc FOC2017/ TC: MS(2-3) Nwat: On L1999 L1180 7m: Tom.: 70 10 IM1-201, RWMhbr6= l% BC: O10(34) Wb? 006P4) I v"M. Oh LIM Lr-40 H-Gu Ou 3 BD].: 0 DM! t2546 CapFam,Ra-20 1 Ca m.ib. I 69u Cu M any 172hs BSpi - -T Material Summary Bracing Summary TC SP- A& Ti2012)402x4 TC9xig 5�mbe14rA b30,A.fod�b/Ober BC SP(N-90:2012)i02x4 BCa d* -9-Eala%&-&3AR bdeWi5?0bn Res W(ALSOS201Z 132.� Loads SuumM me= Summary BM�»�axo���,ra,q(,..ra�rdatra� Southern Truss Companies, Inc. Tmss: v8 2590 M kings Highway Prq-tNalre: C*%1 ,,, Si7UNERM 'Mp ' ` Fatherce, F134951_ TwssDeh5p w.. dhc Dal-- 614MIS II:40.39AM Trim �QM ANIES (800) 232-0509 (772) 4644i60 (772) 318-0016 Fax paor 1 c'1 Xk!rsoa 2017JJ WLd1d'_1 Makiial17at mwvenim 1%5 Sgp�ayn Pitch QIy OHL OHR CAM. CANrR PLIES Spacuwa wi`fi •IPLY 6/12 1 ON) 000 080 000 1 24in 27ft 8A8 ( i 44-13 4-4-12 i 44-13 i 8-" 1 4*4- 2 12 12 6� �6 N N 2A / 1 3 4 1 8•&9 Loading General CS1 Sunnnary Deflection L/ (loc) Allowed Lwd (pa) ftcok I9C2017/ TC: O66(2-3) WMI Urt L/993 L/180 TOLL: 20 '1P11.2014 DC: 021(4.1) Mal- Ou1P LIM L/240 16 W TCEL: A PpMbrlmux: b: 007(2-q RaQb Oo 3 MI.: 0 DQL: Is% Gaq�Famr,Ka<20 B(IL: 10 Stie(ffi.sO-XXMcb (1104A"X) (2143151) C30.I53826) React1014 Summary Jr L BixC..& /stRac IAUC"Vudft Moy"V fB M-Lbw M-tki¢ 1 e 1 105594n G—M..y 2(9b, 85pr 406bs •1061s 35ha Mai a SUrt 'Bracing Stilmlrrary TC SP(AL9C62012)OZO TCRWW %MWMAtfns W3ARvbdipb70hos BC SP(AL9Ci20M2)i034 11C&ad S6alndaliciaat630,Adodeig11y0hes )A& 5P &9C63 M102x4 Loads Sry gThst�losb¢nda�dfor4cdraBBeo IO{eYhnomdioMFeMdpladmd� 2)Thanffihu6� d3pndr�hedf�ofundbadshamv�¢u�/5�7•IO�hf�urig¢addnAiQtl(OmW�etF�a�GAdyF�tal,CnH#iA�CS�3'II(1=100),Qo'a1B1$ L1ms27178x4833 ftb=l4 ft%d2meTne�TiLaadn�e�da�d0(Ir=1f0,CCZmewiffi3@ Member IFormSummary �Manmwm�cz aelrmx(n .rm�r o drm� TC 1-2 06ss 262bs .126 bs 2.3 oau 242W d2i BC 3.4 0230 861. N4 . 7, M. 861. -04bn . P,1hs 2-1 om me; (160w Nam nvncnm2)-- hms+mn9ce71oasnr�gk2u7Aatatl cm� dllo�xacs�cerve�t�ana�a>,alddl�rm�mc�emdr►sr�mnQa�e+dad�aend®atmmm�raaa�nn u.a(Mra-I).aa_7u�maaa�Arsmt L 3,(bblMM*ua4tiaus—dmahr S)UkduOd b>s1mM9PFAS�•h�dgg p►fibmkmcuomtoYadamltdMdbplragnle�mmSiruryiIt N\ NQ- J PE 6Q5'I Oti -o ST 0 , ., ORI� : �_�N ;LNG N NAL 1'DRCE_4mpyd' a�lkrumtoinbeaaQaov�aar.Tbade dh'si5�idtmsBlnsdmec�naeuaM i�auagpF�ily'6einesMaw6wcamrdaipmbavr.�gaodmmps»�offnnt'mnins1tu66ylePd6ts BibuMHkaldy IMCA.�Im+mdmMs:.r®ssaagmcdln,r�amla��s��N�if nsmdaendtrySn(¢n`,4o�7iCausml;loc'va�mdaorc+�F3L271L. �,c++samn�ma+a�ftuu�sa4m�v��a�doe'ingau�atotmnvmats�aattt� 1n�arNfm,t:samdoanlmmaaptiu�ntbe NmmmurMYs+230gi��fePeil'�dphtuuerulw�dtrya".18'a�hdi' a5aisanlBgfugephP,a'S11gNotii�lmffiati8pia�nl8pugep6t 9uaF,�xKo51 . 2�0TS AW¢R34951 Southern Il uss Compamies, Inc. Truss: V9 • SIOUTHERN' 2590N.kings I-Tiglway Tr 1]aigrcr_ � c«n xs�1, TM iRUgg. Fart Pierce, F134951 1aI,w 042018 11:41.ODAM T7L1]C CQMOANIEg (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: Idl V:rsim-2017.7.1 [BtfiM2] MatCcia! E1 Ubase %mim IS65 S( Pitch Qry OHL OAR CANPL CANrR PI]FS Spacin R+CT/PLY 990 6112 1 000 000 a" 000 1 24in 30Re 9-9-0 9.9-0 i 4-10-8 i 4-10-8 9-9-0 4x4 - 2 12 6� 12 �6 4 m N I 2x4I U 2x41 1 3 4 x i 0-0-0 _ 04)-0 9.90 9-90 1 a`rmg General CS Sunary Deflectiono:1 JJ (loc) L Allowed (w9 BtBczonl T Lr999 - LJISO TCLL: 20 Trll-2014 Bc:. 0310-4) 1h U-- Orate L1999 Tom-: 10 F Pmb j.—. )E. VAb: 007(2.4) H=M Ou 3 Lr.Ao a]. B: 0 DOL: 1254. osyF+dry -20 BaL, 10 ItcOY±�(fr<7LYMck 0:I0.153SZSl 200-'f-ISA1 WO-153-fl35.1 Reaction Summary _ it 74pe I FmCnnho Bm%1% Maraud PAW&et1Uh V—FR a Ma o-LH0 M.V6duA MmLW M.Ibi. 4 HRol(0hD 1 117u Cm Masxry thb— Mt - -57hs I 1i1(9ffiJ; 1 I17n Carr&M—q w— 277ft - .119hs -571s Ols -1191s 381s 3 ."hll i 117n Cmn&Maury LL1molas 2771s - .1191e -11M Ohc Material. Summary Bracing Summary TC 9?(AlS36-2012)KIZ,4 TCB�a* 9xdW.Fd7aa163-0,R.ildFig11y0h- BC *(VMS-201Z*h4 BCBc1nv 9.afWorll.ism&30,B.%d6pby0has Nfts SP(Al-9CXa112)ONS Loads Sunmlalry 1)llm�hnb®d�ndfor�aa8m 10Qelhaam drrdhelndlindodbod; lTn .Nsf&aai%mb ....+. 160apin •F "��Ij'F+d�.Gild}I)11gi (gapsyII(!°100AO.eaIDf Eins2sm�sb®hsydfamIZ DM-1.6D.CCZ=vTdtadEudipe IToa27]70x4833 fth=14RF�7meTnPtPk'f�mdu�m®fed,DO[.�160.C1C7�oeWdh38 Mena) r Form Stmanary Tah�: ao�M�wma l�7 ��Ir�u®.�rl�rda �t��xa dl� TC 1-2 OAOf 2811. -162hs Ll 0802 2811s -162hs laC 34 0]Iri 91 hs -99hn 41 0307 91M -59W 14f. 17A 0072 2361s (-t68hs) Notes gTlosdatpeLnmimA�E7-IOastdama16y1nM7Axil�B�Code 2)Vnatrmd}hiQLarchesec0aldhovaNd�duslLeuCu4sdPlshcospmgm�aofd�aar'udumdmdls4®Pud.s4ll lL+(F;a•.1>aDA Ltiao�aaxwibAT81R'f 1. 3)AgmiymdfamSCq�lflghtslxm healr�uomdagnsahamgiel'dby�TnasMautaeaepsATHAHI-20�+5®oa2A2 ` \\\ �\i l l I � 1 /!/�// �b�h� 'Qlitdaidy3flmuushamlmMR'FRS S,Anshc+adal `\ ` �(� . BL // Othtrn4smm6.rs�naa�a�dmmlbtudamhlodaddiyimgnlndsaoms/l�jo� PE 76051 y Jk l -o ;T o , .,40_Rl0_A%����� j /ll (I 11111 N0110EAm1yolh'yS�m9e11Xfi.neLdolk+a�mf'aaerllniy' of6icildxiiolnmisboadm8sifvaeoaMralunrmcsp:Fdbyh7�ManiUataanlydxymheamvey ardwtplkeofflecfbue6lMkfibyfeHdfgg RFg1a.Vmlm/usdauigid®tsao�om'^!{mft®a1e�:migrepo'�i'mM'faaehl�a.�vwdd,ma8aaxmsr)agrandhe`tmµmntlMarm6on&CmeaU�ab Brian ' eaW pogfaadd4mlidanein.9mm�rptHa�alhe asndamellySn{ms9n.rTeCanlur0:trcnaomhmad�FSt•2762 N�vc.mrphfsan3DpplgeWmhgwTelpht�eslobudbfa"•IR"ahtll:denanoLBlao�ry0lKm'S#1s;ah�hhalsali�hsul8pu�yht'11 25901.1.ics iRRro:A It Is Job russ Truss I ype y Crystal CRYSTAL J7T Jack -Open 3 1 Job Reference (optional) 2x4 = ID N32yj4p7XX_ONBFKCOwe8yli?sGyRMMEBPBLyGTSO8EF2ELdsdGs8AxNeSWUMl2yGy5i 3 8 0 7-0-0_ 1-0-0 34-0 ' 7-0-0 e Dead Load Deli. -1/8 in d N LOADING(psfj SPACING- 2-0-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.23 7 >351 240 MT20 2441190 TCDL and Lumber DOL 1.25 BC 0.12 Vert(CT) -0.27 7 >296 180 BCLL 0.0 Rep Stress incr YES WB 0.14 Horz(CT) 0.09 6 n/a n/a BCDL 10.6 i Code FBC2017frP12014 Matrix-P Weight: 32 lb FT = 4% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No:2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPNo.3 OTHERS 2x4 SP N0.3 REACTIONS., (size) 5=Mechan1cal, 2=0-8-0 (min. 0-1-8), 6=Mechanical IMax Horz2=198(LC 8) iMax Uplifts=152(1_C 8), 2=107(LC 8) ,Max Grav5=219(LC 1), 2=377(LC 1), 6=65(LC 3) FORCES. (Ib)I- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD i 2-3=392160 BOT CHORD 2-8=1871364, 7-8=238/396 WEBS 4-7=180/374 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=14ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (W-1b) 5=152, 2=107. LOAD CASE(S) Standard PE 7 051 i. p Q', i//rrltu��� 2q o ruse ype y Crystal CRYSTAL jils—TJack-Open 2 i Job Reference (optional) ID:IV32yj4p7XX_ONBFKcOweByH7sG•UFo_OoOYaeBcrGZ2hKj64e3pVSgyCyORhgbgVbyGy5j 241-0 3 8 0 5-0-0 1� 0 2.8-0 1-0-0 } 1� Dead Load Dell. = U16 in 2x4 = LOADING(psf)I SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.12 6 >458 240 MT20 244/190 TCDL 10.01 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.15 6 >364 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.05 5 n/a n/a BCDL 10.0i Code FBC2017frP12014 Matrix-P Weight 24 lb FT = 4% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP N0.3 OTHERS 2x4 SP No.3 REACTIONS. j (size) 4=Mechanical, 2=0-8-0 (min. 0-1-8), 5=Mechanical Max Horz2=148(LC 8) Max Uplift4=97(LC 8), 2=93(LC 8) Max Grav4=153(LC 1), 2=302(LC 1), 5=25(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 0b) or less except when shown. NOTES- 1) Wind: ASCE17-10; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf, BCDL=5.Opsf; h=14ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. LOAD CASE(S) Standard �t t i PE 7, 059 t: ?� A , o GRID < ,t g I o rus3 UTypeJ y CRYSTAL J3T FJ,,kZ. 2 1 lCrystal Job Reference (optional) I 1r, ID:N32yj4p7)DLON8FKcOweByH?sG-YsgEb6Ml21uubyPfawge?D_X3f8bk27lt 6jRjyGy51 44-0 3-M —i 1-" 3-" 2x4 = Io F12 LOADING(psf)l SPACING- 2-M CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20'0' Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2-5 >999 240 MT20 244/190 TCDL 10:0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 2-5 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight 14 lb FT = 4% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Zx4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. ; (size) 3=Mechanical, 2=0-8-0 (min. 0-1-8), 4=Mechanical Max Horz2=99(LC 8) Max Uplift3=53(1_C 8), 2=84(LC 8) Max Grav3=56(LC 1), 2--236(LC 1), 4=44(LC 3) FORCES. pb) -Max. Comp./AAax. Ten. -All forces 250 (Ib) or less except when shown. I NOTES- 1) Wind: ASCE �7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.OpsY, h=14ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are, MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. LOAD CASE(S) Standard -•-- /../ A . PE L A 'all A -a:y- Job I ruse Truss Type Uty Crystal CRYSTAL CJ7T Diagonal Hip Girder 1 JP[y 1 Job Reference o tiona! 1.. 4AIn Aln .•)1 1A•�R•70. 7f11A Dnnu 1 soumemaniss,rr.rlerce,rL.,ovwi -----------------------•---- ---- -- - - ID:IV32yj4p7XX_ON8FKcOwe.8yH?sG-f5RjmlJo oOS7L5uL4drNphelhroDcYJu8Wlyy 5p -1-10-10 -8 7-" 1-10-10 3-" 1 5 0 2.4-14 2-2-14 LOADING TCLL TCDL BCLL BCDL LUMBER- I TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP N0.3 OTHERS 2x4 SP N0.3 SPACING- 240-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rrP12014 CSI. DEFL in (loc) Udeft Ud PLATES GRIP TC 0.78 Vert(LL) 0.11 9 >999 240 MT20 2441190 BC 0.43 Vert(CT) -0.16 9 >681 180 WB 0.16 Horz(CT) 0.04 8 n/a n/a Matrix-S Weight 45 lb FT = 4% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. REACTIONS. (size) 6=Mechanical, 2=0-10-15 (min. 0-1-8), S=Mechanical Max Horz2=217(LC 4) Max Uplift6=-64(LC 20), 2=231(LC 4), 8=208(LC 8) Max Grav6=7(LC 11), 2=480(LC 1), 8=481(LC 1) FORCES. cab) Max. Comp./Max. Ten. - All forces 250 i(lb) or less except when shown. TOP CHORD 2-12=-655/186, 3-12=-659/197, 3-13=767/289, 4-13=736/279, 4-5=548/236 BOT CHORD 2-14=281/586, 10-14=2811587, 10-15=-307/653, 9-15=301/658, 9-16=307/578, 8-16=307/578 WEBS 3-10--325/191,4-9=111/423, 5-8=716/380 NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=14ft; Cat ll; Exp C; End., GCpi=0.18; MWFRS (envelope); LumberDOL=1.60 plate grip DOL=1.60 2) This truss isinot designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=1b) 2=231, 8=208, 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)119 to down and 121 lb up at 1-6-1, 119 lb downland 121 lb up at 1-6-1, 36 lb down and 48 lb up at 4-4-0, 36 lb down and 48 lb up at 4-4-0, and 104 lb down and 110 lb up at 7-1-15, and 104 lb down and 110 lb up at 7-1-15 on top chord, and at 1-6-1, at 1-6-1, 21 lb down and 3 lb up at 4-4-0, 21 lb down and 3 lb up at 4-4-'0, and at 7-1-15, and at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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 (ph) Vert 1-6=-60, 2-10=20, 9-10=20, 7-9=20 Concentrated Loads (Ib) Vern I 5=137(F=69, B=69)12=81(F=40, B=40)