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Home My WebLink AboutTRUSS PAPERWORKCur I SOUTHERN TRUSS COMPANIES, INC. SOUTHERN RANDY@SOUTHERNTRUSS.COM T R U S S 2590 N. KINGS HIGHWAY / FORT PIERCE, FL_ 34951 'COMPANIES (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: Projecit Name and Address: Oakland Lake Occupancy: X Single -Family Lot: Block: County: Saint Lucie Multi -Family Truss Company: Southern Truss Companies, Inc. Commercial Truss Engineering Program: Simpson Component Solutions�� Plates By: Simpson StrongTie Contractor / Builder: Ryan Homes Lucie county Models 1833 Elevation: A D Options: Per Plan 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 folliwing provision: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: --- P.S.F. Design criteria: ASCE 7-10: 160 MPH Top chord dead load:_7_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. --- i Mean height: 15' " 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 approve by me. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 Ai'01) 21 72 41 61 81 96 2 AljlDG 22, 72A 42 62 82 97 3 A11A 23 J4 43 63 83 98 4 Ak 24 J6 44 64 84 99 5 A3;C 25 78 45 65 85 1 100 6 A3E 26 46 66 86 101 7 A4B 27 47 67 87 102 8 A4'D 28 48 68 88 103 9. A5B 29 49 69 89 104 10 A5ID 30 50 70 90 1 105 11 A6B 31 51 71 91 106 12 A6D 32 52 72 92 107 13 A71A 33 53 73 93 108 14 A7D 34 54 74 94 109 15 A8, 35 55 75 95 110 16 A9G 36 56 76 17 02 37 57 77 18 CI4 38 58 78 19 Cig 39 59 79 20 D3G 40 1 60 80 As witness by my seal, I hearby certify that the above information - - is true and correct to the best of my knowledge and belief. _ Name: Brian M. Bleakly Lie. i#76051 - AI W TYPICAL DETAIL @ CORNER_ HIP NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. Q UP TO 265# = 2-16d NAILS REQ'D. 132.5# per Nail (D.O.L.Factor=1.00) rids toe nails only have 0.83 of @ UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value. I . ._ 10 1-01-0J, . HIP GIRDER 12 O 10-V5M& F .O 9-9-5 CORNER JACK GIRDER I I r J5 use 2-16d toe nail T7& BC H7 Typical jack 45' 7-1�- ----r use 3-16d--��7 attachment toe nail 0 TC TYPICAL CORNER LAYOUT & �-16d q_I Typical Hip -jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1-J3TOHIP JACK GIRDER TC - - -- - -- 2-16dnails - -- -- BC - - - - - -- 2-16dnails - - - -- J5 TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - BC -- - - - -- 2-16dnails --- -- J7 TO HIP GIRDER i TC - - - - - - - 3-16d nails - - - - - BC - - - - - - - 2-16d nails - - - - - HIP JACK GIRDER (CJ7) TO HIP GIRDER TC - - - - - - - 3-16d nails - - - - - BC ------- I 2-16dnails I - - --- MINIMUM GRADE OF LUMBER LOADING (PSG STR. INCR.: D0z FBC2017 T.C. 2x4 SYP 2 L 0 B.C. 2x4 SYP #2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24' O.C. I SOUTUrOR, TRUSS Fort Pierce Division 2590 N. Kings Highway, COMPANIES ( )Fort 009Pierce, (7FL 34951 4 4 800 232-0509 772 464-4160 h#://www.southembum=m Fax:(772)318-0016 In M. Bleakly Struct Ena #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DETAIL @ CORNER - HIP NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. 0 UP TO 265# = 2-16d NAILS REQ'D. 132.5# per Nail (D.O.LFactor=1.25) nds toe nails only have 0.83 of . @ UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value. 12 ,OVER �qO -0 O (D A �A n n u n n u u u n ii 00 A 00 0 ! use 2-16d toe na 5-0-0 i \\\ T.T it ,HIP GIRDER %TC & BC. 12 O OVER 9� Typical jack 45' attachment I O 7-0-14 !CORNER JACK GIRDER r) -3 -3 '0 - J1 A Y O C.)J3 I m ' H5 (HIP GIRDER) TYPICAL CORNER LAYOUT use 3-16c toe nail & 2-16d Typical Hip —jock' attachment CHORD HANGERS FASTEN ER GIRDER JACK J1l1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — — — 2-16d nails — — — — — J5 TO HIP JACK GIRDER TC ——————— 2-16d nails — — — —— BC — — — — — — — 2-16d nails — — — — — TC — — — — — - — 3-16d nails — — — — — BC — — — — — — — 2-16d nails —. — — — — HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC ——————— 2-16d nails ———— MINIMUM GRADE OF LUMBER LOADING (PSF) S1R• INCR.: 25x T.C. 2x4 SYP $2 TOP 20 D FBC2017 B.C. 2x4 SYP 2 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24' O.C. SOUTHERN TRUSS Fort Pierce Division 2590 N. Kings Highway, Fort PierceCOMPANIES (800)2 2 0509 �(7 2)464 -4160 http://www.southamtruss.com Fax:(772)31 B-001 6 Brian M. Bleakly Struct Eng #75051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 I ■ Gt�1OR4 7bls pindad is prdarable to similar connecters because of a) easler installation, b) higher loads, o) lower installed cost, or a combioaffoo of these features. �'� •--•-•- All hangers in this series have double shear nailing — an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the WS. MATERIAL See tables below and on page 133. FINISH: Galvanized. Some products available in stainless steel or ZMAX• coating; see Corrosion Information, page 1B-19. INSTALLATION • 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 nailer applications. OPTIONS: • LUS and MUS hangers cannot be modified. • HUS hangers available with the header flanges turned in for 2-2x (31AJ 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 200.202, for sloped and/or skewed HHUS models. • Other sizes available; consult your Simpson Strong -Tie representative. CODES: See page 20 for Code Reference Key Chart - These products are avaiWe witty additianal corrosion protection. Additional products on this page may also be avwftle with this option, check with Simpson Strong -Tie for details r7hese products are approved for hisfalklion with the Strong -Drive SD SWcturaF Connec0orscrew. seepage 30 for the correct subsMV11on and SD screw sire. rw Model No. Min, Heel Height Ga Dimensions Fasteners illH R Carrying Member Carried Member SINGLEWRES WS24 2% 18 1V% 4% 1% 4-10d 210d WS26 41/. 1%& 4% 1 1% 410d 410d MUS26 4-dAs 18 1Y. 53Ss 1 2 6-10d 6-1Od HU526 4i5s 16 1% 5% 3 14-16d 6-16d HGUS26 Vs 12 1% 5% 5 20-16d 8-16d LUS28 4% 18 1%. 6% IV, 6-10d 4-10d MUS28 6M. 18 1Y% 61%. 2 8-10d B-10d HUS28 BIA 16 1% 7 3 2216d 8-16d HGUS2B 6%s 12 1% TA 5 36-16d 12-16d LUS210 4114 1B 155s Ms 13/4 B-10d 4-10d HUS210 8% 16 1% 9 3 30-16d 1D-16d 1.Seetable on page 133 for allowable loads. 6HHUS21O-2 (Truss Designer to provide fastener quar*forconnecting multiple members together) 6MUS28 UIVI*'HGUS28-2 StrongTie .—y s 'y HUSC Concealed Flanges (not available for HHUS, HGUS and , HUS2x) th tteoucea heel nelgfit ® Double Double Shear Dome Double Shear Shear Nailing — Nailing Side View SheSide View (available on Nailing Do not some models) Top View 41 bend tab, U.S. Patent 5,6M,580 'F FM lelua sd v - --_- - - SP Allowable Loads SPF/HFAllawableLoads Code Model No. _ - ---= _ __- :UeG =: _ oo ��. nmr : , oof_ Wlnd_. 16 7UOj .=# is - z _ 160J Uprdli (160) Floor (100) Snot (115) Rool (1Z5) lflind (160) Upfdtl (160) Floor (100) Snow (115) Boat (12; Wind (150) Ref. SINGLEZxSIZES WS24 490 670 765 825 1045 490 725 830 1 895 1135 420 575 655 705 895 LUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 17,F5,L17 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 HU5261550 22R•.,�55-=?4_- 1550 2950 3335 3335 3335 1335 2330 2650 2820 2665 HGUS26 Ogg z43fi0e =8853230=. - _ 53 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 17, L17 W526•65TDO:,__.._,360-725__. 1165 1200 1365 1480 1835 1 1005 940 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 4D70 4335 1720 2905 3035 3125 3435 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 17,L17 LUS210 ==7j65 . 340 325* 65U . u'�U9t1 1165 1445 1560 1795 2270 1005 1145 1305 1415 1745 17 F6,L17 7iU5210 _ail©0 '= 42?I995r .4575 : T02U%- 3000 4105 4310 4450 493D 2580 3150 3315 3425 3815 132 Note: For dimensions and fastener information, see table above. See table footnotes on page 133. 0 N 0 .7hase products are avaAable with adcri ami corrosion protection. Additional products on P' 7hese products are approved forLushllation with the Strong -Drive SO Strudurdl- M page rmyalso be avallable wllh this option, check %ft Simpson Strong-rre for detaft Connector screw. See page 3D for Me correct substitudon,and SO screw size. Model Min.;:.:; Heel Height Ga Dimensions Fasteners c' �''OF%SPAOo hieCnads =` s_ `• • s_. ._, ... ,_._,. �_-='' SPFJHFAllowable Loads Code Rel. W H g Carrying Member Carried Member :�. llplitP; :(160)y,; .floor:: (�1001 :t••«a =Snaw;: !(]1.5)= ice. ==Hoot ;(125)•: _��-•i•j •. :Wind •;(160)_ Uplift � (160) Floor (100) Snow (115) Roof (125) -wind (160) OOUBLE&SQES LUS24 2 2% 18 311A 31A 2 4-16d 216d 440 800 910 985 1250 380 680 780 845 1070 LU526 2 Vs 18 3'b 4'/. 2 416d' 416d 7155a; E 2B0' 1625z , 100D 880 1D10 1090 1385 17, F6, L17 HHUS26-2 4% 14 3%5ii 3 14-16d 616d {`55_Q�r-185= 3�55= 3905L: =A2fi5 1335 2390 2710 2925 3665 HGUS26-2 4°/6 12 3%s 5'/s 4 20-16d B-16d _7a55 4-A3 l 7:5Z30,,.: ,5 1855 3750 4200 4500 4795 r7, L17 L S28-2 44'u 18 3114 7 2 616d 4-16d 1165 1315 1500 1625 2060 1000. 1125 1285 1390 1765 HHUS28-2 6%c 14 3%, T/. 3 2216d 8-16d 2000 4210 4770 5140 6440 1720 .3615 4095 4415 5375 R,F6,L17 HGUS28-2 M 112 3Y. 73rie 4 36-16d 12 16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17, L17 WS210-2 6'/,c 18 3% 9 2 B-16d &16d 4745'• ffi83 _ �D90_ _:7755_ �, U?, 1500 1555 1785 1935 2455 NHUS2IQ 2 83i 14 3%s 8r/. 3 3016d 10-16d ,''4j1� __635? ,� 802 �6B80 :'=•7165`. 3525 4835 5270 5380 $765 R L17 HGUS210-2 814s 12 3% M 4 46-16d 16-16d �4095, 001. 9100.== piJ]00:+ 3525 7465 7730 7825 7825 17, L17 TRIPLE 2x SIZES HGUS26-3 413ic 12 4% 51h 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 HGUS28-3 My 12 41%g TA 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 HGUS210 3 8Ti4e 12 4'i5c 9'/. 4 4616d 16-15d :14_095 4$�00 9�00:•; 1100 ° �_9100. 3525 7825 7825 7825 7825 f/, L17 HGUS212-3 10% 12 4% 10% 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4% 12% 4 66.16d 22 16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 QUAORUPLEWIZES HGUS26-4 51i4 12 6% SriSe 4 2016d 8-16di55_ '435_18 _ t523U;,. 57S =: 1855 3750 4200 4500 4795 HGUS28-4 TA 12 6r%6 7%a 4 36-16d 1216d 'i?35' ''. 46 .- 4 46tt , 460 2785 6415 6415 6415 6415 L17 HGUS210-4 9% 12 6%s 9% 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,F6,L17 HGUS212-4 10% 12 Ws 10% 4 56-16d 20-16d �045•` r'60A1a 60 �9600 600�' .4335 8255 8255 8255 8255 HGU5214� 12% 12 634c 12% 4 6616d 2216d -irlS� 0 = Q'• ` 010Q 4745 8685 8685 8685 8685 R, L17 4x SIZES LUS46 4% 18 335e 1 4% 2 1 4-16d 4-16d 1165 1080 1180 1280 1625 1000 880 1010 1090 1385 17, f6, L17 HGUS46 4% 12 3% 411/6 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17, L17 HHUS46 4Y. 14 3% M 3 14-16d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 WS48 4% 18 3%s 6% 2 6-16d 4-16d a16 13_1'S `150_0 '_i625� 2bfi0 ; 1000 1125 1285 1390 1765 HUS48' fill 14 3%6 7 2 6-16d 6-16d - 55I) -�1-5.95 �E - �611s 247�� 1550 1365 1555 1680 2115 R �' L17 HHUS48 61k 14 3% TA 3 2216d 8-16d 266�0 . 15 Q=- 150u �B440` 1720 3615 4095 .4415 5535 HGUS48 V/. 12 3% -PA. 4 36-16d 1216d 3235" �� 46 . U460_. �7460 . 2785 6415 - 6415 6415 6415 17, L17 LUS410 61/ 18 3Ys B% 2 8-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 HHUS410 8% 14 3% 9 3 30-15d 10-16d 3745 5640 6385 6890 7165 3440 4835 5480 5910 6165 17 F6,L17 HGUS410 814. 12 3-% 9 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 HGUS412 10% -12 3% 10'/,c 4 56.16d 2D-16d 4 `. _ 6 z 600y, 60 a 9600.; 4335 8255 8255 8255 8255 17, L17 HGUS414 111/u 12 3% 1 1T c 14 66-16d 2216d 51 1{i IUp s1fl10 A 4745 8585 1 8685 8685 8685 1. Uplift loads have been increased 60% for wind or earthquake loading with no further Increase allowed. For normal loading applications such as cantilever construction refer to Simpson Strong -Tie° Connector Selector'sottware or conservatively divide the uplift load by 1.6. 2. Wind (160) is a download rating. 3. W'mimum heel height shown Is required to achieve full table loads For less than minimum heel height, see technical bulletin T-REDHEEL (see page 215 for deb&).' 4. Truss chord cross -grain tension may limit allowable loads. Rdarto technical bulletins T-ANSUISPF T-ANSITPISP and T-AHSriPIDF for allowable loads that consider ANSUTPI 1-2007 wood member design criteria (see pageX3 fordetW4 5. Loads shown are based on minimum of 2-ply 2x carrying member. With 3x carrying members, use 16dx2W nails into the header and 16d commons into the joist with no load reduction. With single 2x carrying members, use IGdx1W nails Into the header and f Od commons into the joint, and reduce the load to 0.64 of the table value. 6. NAILS:16d = 0.167 dia. x 31W long. See page 24-25 for other nall sizes and information. ■ 133 `xneered.lAload & Structural Composite L►im .r ....f:...: r DimensioFB FctlModel No. Ga fW H HU416/HUC416 14 3%x18 HGUS412 HGUS414 12 o v 1 HUC0412-SDS 14 to 17 HU68/HUC68 14 v5'/4 x HGUS5.50/8 12 HU610/HUC610 m 5% x HHUS5.50/10 14 o HUCQ610-SDS E HGUS5.50110 12 v HU612/HUC612 +� 11y,-1, HHUS5.5Q/10 14 CA HUC0612-SDS e HGUS5.50112 12 4'J c HU616/HUC616 5'/. x 14 HHUS5.50/10 14 � HUCQ612-SDS CW HGUS5.50/14 12 C HU616/HUC616 W 5'/4 x 16, HHUS5.50/10 14 HUC0612-SDS HGUS5.50/14 12 HU616/HUC616 5'/, x 18 HHUS5.50/10 14 HUCQ612-SDS ; HGUS5.50/14 12 ; HU41D-2/ i 7X HU0410-2 14 i 9'Y4 - 9'% ' HHUS7.25/10 7 HGUS7.25/10 12 7 HU412-2/ 7 7 x HUC412-2 14 7 11%-11�6, HHUS7.25/10 7 HGUS7.25/12 1121 T HU414-2/ T, 1x14 HUC414-2 14 7? HHUS725/10 7; j HGUS7.25/14 121 T, HU414-2/ Ti 7 x 16 HUG414-2 14 71i IHHUS7.25/10 7j j HGUS7.25/14 1121 7/ I 7ri OHU414-2/ C414-2 7x18 147A1 j 7x14 to 301 For additional hangers see HGU/HHGU on page 107 See footnotes on page 105. Fasteners Allowable Loads in/ DF/SP Species Header SPF/HF Species Heade ax FaCe Joist Uplift Floor Snow Roof Floor Snow Roof (160) (100) (115) (125) (too) (115) (125) In 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 M 26-16d 12 10d 2015 387D 4365 4695 3330 3760 4045 - 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 - 66-16d 2216d 5515 10100 10100 10100 8685 8685 8685 - 14-SDS'/'x2'4' 6-SDS'/'x2'%' 2510 5460 •5560 5560 3930 4000 40D0 n 10-16d 4-16d 900 , 1490 1680 1805 1280 1445 1555 x 14-16d 6-16d 1345 2085 2350 2530 1795 2025 2180 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 1 14 16d 6-16d 1345 2085 2350 2530 1795 2025 2180 x 18-16d 8-16d 1795 2680 3020 3250 2305 2605 2800 3D-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 12-SDS''/.'x2%, 6-SDS''/aXL%' 2520 4680 5380 5715 3370 3875 4115 46-16d 16-16d 4095 9100 91011 9100 7825 7825 7825 1 16-16d 6-16d 1345 2380 2685 2890 2050 2315 2490 c 2216d 8 16d 1795 3275 3695 3970 2820 3180 3425 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 14-SDS'/,'x2%' 6-SDS'Y4 A2%' 2520 5315 5315 5315 3825 3825 3825 56- 20-16d 5045 9600 9600 9600 8255 8255 8255 20-i6d 8-16d 1795 2975 3360 3610 2565 2895 3110 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 14-SDS'/,'x2'W 6-SDS'Y4-a%' 2520 5315 5315 5315 3825 3825 3825 6616d 22 16d 5515 10100 10100 10100 8685 8685 8685 20-16d 8-16d 1795 2975 3360 3610 2565 2895 13110 2616d 12-16d 2695 3870 .4365. 4695 3330 3760 4045 3D-16d 1D-16d 3735 5635 6380 688U 4835 5480 5910 14-SDS'Y4x2W 6-SDS'1Px2'1 2520 5315 5315 5315 3825 3825 3825 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 20i6d 8 16d1795 2975 3360 3610 2565 2895 3110 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 30-16d 10-16d .3735 5635 6380 6880 4835 5480 5910 14-SDS Y,'x2%, 6-SDS %'x2%' 2520 5315 5315 5315 3825 3825 3825 66-16d 22 16d 5515 10100 10100 10100 8685 8685 8685 1416d 6-16d 1345 2085 2350 1 2530 1795 2025 2180 18-16d 8-16d 1795 1 2680 3020 I3250 11 2305 2605 2800 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 46-16d 16-16d 4095 9100 9100 9100 7825 7825. 7825 16-16d 6-16d 1345 2380 2685 2890 2050 2315 2490 2216d 8-16d 1795 13275 13695 3970 2820 3180 3425 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 66-16d 22 16d 5515 10100 10100 10100 8685 8685 8685 20-16d 8 16d 1795 2975 3360 3610 2565 2895 3110 26-16d 12 16d 2695 3870 4365 4695 3330 3760 4045 3016d 10-16d 3735 5635 6380 6880 4835 5480 5910 66-16d 2216d 5515 10100 10100 10100 8685 8685 8685 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 26-16d 12 16d 2695 3870 4365 4695 3330 3760 4045 30-1611 10-16d 3735 5635 6380 6880 4835 5480 5910 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 SIMPSON Stron9Tie 19. FM 19, L12, F6 19 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, F8 19, F23 I N 0 Z 19, L12, Fe c 19, F23 a 19, L12, F8 W r, 0 19, F23 $ h 19, L12, F8 19, F23 B 19, LIZ F8 0 0 19, F23 I I 19, L12, F8 19, F23 I MINIMUM GRADE OF LUMBER 41 : Top Chard 2x4 SYP #2 SPF #1/#2 or batter Boll Chord 2x3(+) OR 294 SP #2N OR SPF #1/#2 or better Wobq 20 SYP #3 or bolter (")'2N3 MAY DE RIPPED FROM A ING. (PITCHED OR SQUARE) (68) ATTACH EACH VALLEY TO EVERY SUPPORRNO TRUSS• WITH$ It led BOX (0.136' 3.6NAILS TOE —NAILED FOR FOG 2003. ASCE 7-10 -tPH *IND. —PtC..-. MEAN HEIGHT, ENCLOSED BUILOINO. EXP. G. RESIDENCLA. WIND TO DL-5 PSF CUT FROM 2xS OR lAROER AS REQUIRED 4'_0° Max yyyr 1N4 EV-0" Max 6'—O"Max 20'-0" Max (**) • SUPPORTING TRUSSES AT 24" O.C. MAXIMUN SPACING, SOUTHERN �---- TRUSS FO s, SQUARE BOTTOM VAL19- UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1x4 'T'—BRACE, SOX LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND ORApE OR BETTER•ATTACHEO EQUALLY LLY SPACF,O.FOR Y2ER�DAALL VALLEY WEBS GREATER NTH 71-9^. BRACING, MAXIMUM VALLEY VEITIOAL HEIGHT MAY NOT EXCEED 12'—O", TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WRH1 ppRDPEIII.X ATTACHED, RATED SHEATHINO APPLIED PRIOR TO VALLEY TRUSS INSTALIATIDN OR PORRUNS AT 24X D0. OR AS OTHERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON ENGINEER9 SEALED -DESIGN. )NDTE•TtWTH .711E PVRUN IIPACINO FOR BRACINr{G THE TOP CHORD OF THE TRUSS BENEATH THE VALLEY IS MTaL9UR�D ALONG THH SLOPE OF THE TOP CHORD, (+e) LARGER e0 1 A BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES BOTTOM CHORD MAY PF SQUARE OR PITCHED CUT AS SHOWN. CUT CHORD W4x DPTIONAI: STUB END VERTICAL • W C= r r—I T rt 4zG1 RectIon bracing b not Iho responsibillly of truss deslpner, plot* monuli ndr inn labrikolar, person erecting Ulm are oaulluned to seek prole advice regorbg erecllon bracing whlh h allrays required to prevent 1 Ian and dominohep loving erecUonc and permonent bractnp which may be rsgl and recoi iJOW forphondhii, Installing Sea A bracing mdol plate coonnecied rood Irwee 1 BO TNssm am to be rrecled and lastened In fos(ened In a shalght and pplumb there no sheoN Isu pBed dhcly IQ the top chords they shall bs bra sxcllled on the boss Seslgn, Trusses shop be handle with reasaaside guru WIIN OPTIONAL HIP JOINT DETAIL . FRAMING TO LL 20 . 20 PSF TO DL 10' 15 P5F BC DL 10 10 PSF 60 LL 00 00 PSF TOTAL LOAD 40 45 1 PSF dIRIL110110C1011 1.25 1.25 Onb11111001 0 a SPF HF o N DFL j V SPF HF o SP c� DFL SH F a E v o N SP ,— DFL Brace No ' '" '_ r3rouse Group A Group B SOUTHERN TRUSS COMPANIES bl �nru t 1=1 25—oPOSURE -S - — Bracing Group Speclea and Oradea GROUP A_ s ucE- E- IEh1-r• t 2 STANDARD 2 STUD 3 9YVD 3 STANDARD i>DUOLA9 FIR -LARCH SMSTANARD 3 .GROUP 9 ET!]etr _ WLE 'TRUSS DETAIL NaRTZI LIVE LOAD DEFLECTION CRITERIA IS L/24D, Cn we PLr ONOU'UB EMINON P.F • o EAD MAC CABLE END SUPPDnp LOAD FROM 4'—D" OUTLODKE" YWr�, z —D oVEnHAND,OX 12" PLYWOOD aYERHAN6. A j i�� pOR� 1a �L' 6WE ce SPACE NNLS AT Z" UO. r�ej DFO (7� -L BRACESi SPACE NAILS AVEV=NT 37 0C. iB BN ivZONES ANO B" OC, 01111KEN ZONES. HER LCINu MUST BE A MINIMUM OF BOX OF WEB OAa VERTI PLATE SIZES :RTICAL 07H NO SPLICE LESS THAN 4—O 10 OR 20 LOERSATERRA11-M Ts'O'. B� 2x4 oR.ATER 11'-a z.aH4. PEAKFSPLIOE AND HEELRPLATE% O R REFER TO O AKT ABOVE Full hu A urns— rcn■,�rw -• . \/\/ co r- r n T n rd Emotion bracing Is net the Mpcnsihtilly of lrua designer, plate manufacturer nor Iruw fabricator, Femora crsaU weal sit cautioned to sedt profsoslonal n required to reonl to Iln advice; rogardfnq srsellm bracing j fch Is atroysp PP n and dominoing during ■r■altenl and pmnwranl bracing ahlch may be requlnd to FortP I e rce D ivi s I o n ?game appilcollDm. Soo'SCSI-01 Summary abaci Commentary and recor�mm- 2a9a N. King■ HI hway, dallons far handling, wlaMng k bracing molal Flail connected need irm" 01). Fort Pierce, FL 114BS1 Tames are 10 6s Bacled oriel rsdanad bl faslutd M a straight and phrmb Fadtion (eoo)zsz—osaa ((772)4s4-41 sa ,rhsra no eheallnpp d Dpppged dUaalb to the lap chords, I* she 6a braced Be Faa:(772)3i8—OO16 speold on the 1Na dsslgn. Times shag bs handle IF reasonable acre during sreegrn la nl d r MaXlmun Total Load 50 PSF I SPACING AT 24" O.C. -rN/PiC::;ai MINIMUM GRADE OF LUMBER Top Chord 20 SYP #2 or better Boll Chord 2x4 SYP I2 or better Webs 2x4 SYP #3 or better REFER TO SEALED DESIGN FOR DASHED PLATES• SPACE PIGGYBACK VERTICALS AT 4' Or. MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPUCE IS NOT DIRECTLY OVER ANOTHER. ATTACH PURUNS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD 19 OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINE IVS SEALED DESIGN FOR REQUIRED PURLIN SPACING. THIS ��D""ETTAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: A.se=.MPH WIND, 30' MEAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN ROOF. 1 MI. FROM COAST CAT 1, ExP D. WIND TO DL-D PSF, WIND BC DL- PSF 141) MPH WIND. 30' MEAN HOT. 010 ENCLOSED BLDO. LOCATED ANYWHFF��ERNN ROOF WIND TC DL-5 PSF. WIND BC DL-B PSF. FRONT FACE (X$) MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. OPTIONAL spucE D L B WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 709" NO BRACING 10 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER AND 807. LENGTH OF WEB MEMBER. ATTACH WITH ed NAILS AT 4" 0/C. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER AND 809: LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" O/C. 2' Typical 8 I . I e B I I 13, D—spucE j *ATTACH PIGGYBACK WiTH 8"x8x1/2" COX PLYWOOD WITH 4-#5d NAILS IN EACH BOTH FACES ®'4'-0" O.C. MAX. JOINT TYPE SPANS UP TO 30 34' 38' 52' A 2x4 2.5x4 2.5x4 3x5 B 40 5x6 5x6 5x6 C 1.50 1,50 1.5x4 1.5x4. DI 5x4 5x5 5x5 5x6 SOOTHERN TRUSS COMPMIES Fort Pierce Dlvlslon 2590 N. Kings Htghnay, Fort pierce, FL J4851 (B0o)232-0509 (772)464-4160 Fax:(772)318-0016 \N 4= r r i T r--i t=—; Erection bracing b not the responsibmly of Ines designer, plats manufacturer nor Truer lubricator, persons erecting Imam ore cautioned to reek professional advicb regmdUl erection bracing which a alwayr required to prevent loppi and dorrinoing during ereelion; and ppermanent bracing which may be required In rpecifns oppGc0110M See 'BEST-111 5vmmary sheet Commentary and recommen— detiora for handfury, fi+lalMg do bracing metal pliee connected wood trusses (MI). Trusses are to be erected and fastened in Intoned In a rbolghl and plumb position whets no shoaling is a plied direcly to the lop chords, they shall be braced as specirisd an the I= Ssslgn. Trusses shag be handle with reasonable care during '11-�C C Maxlmun Loading 55psf of 1.33 Duration Factor 50psf at 1.25 Duration Factor 47psf at 1.15 Duration Factor SPACING AT 24" D.C. SCAB -BRACE -DETAIL 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 �** REQUIREDAT'113•POINT8 OR !-BRACE IS'SPECIFIED. 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 Ibs MAXIMUM WEB LENGTH=-1Z-0" SCAB BRACE 2x4 MINIMUM WEB -SIZE - MINIMUM WEB GRADE OF #3 Nails / Section Detail Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. i 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 Pattem T-Brace size Nail Size. Nail Spacing 1x4 or 1x6 10d 8" o.c. 2x4 or 2x6 or 2x8 16d 8" o.c. I Note: Nail along entire length •of :T-Brace / I -Brace (On Two-Ply's.Nail to Both Plies) .. ' _ Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2- 2x3 -or 2x4 1x4 (') T-Brace •1x4 (') I -Bra 2x6 1x6 (') T Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x81-Brace alternate position Nails Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace WEB 2x6 2x6 T Brace 2x6 1-Brace ++ 2x8 2x8 T-Brace 2x8I-Brace T-BRAG Nails Section Detail T-Brace �� Web alternate position Nails Web I -Brace Nails T-Brace / I -Brace must be same species and grade (or better) as web member. (') NOTE: If SP webs are used in the truss, -1x4 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/1-Brace For SP truss lumber grades up to #1 with 1X bracing material, use IND 55 for T-Brace/1 Brace L-BRACE DETAIL I I I Nailing Pattern . L-Brace size Nail Size Nall. Spacing 1x4 orb 10d 2x4, 6, or 8 16d 8" O.C. I Note: Nail along entire length of L-Brace • •' (On Two-Ply's Nail to Both Plies): I I WEB SPACING \\\—A i L-BRACE I i i Nails / Section Detail L-Brace Web L-Brace must be same species grade (or better) as web member.- Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover 9090" of web length. L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1 x4 2x6 1X6 '* W W *** — DIRECT SUBSTITUTION NOT APLICABLE. L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 , 2 2x3 or 2x4 2x4 �.. 2x6 2x6 *** 2x8 W *+* — DIRECT SUBSTTTlITION NOT APLICABLE Southern Trmss Compaies, Inc Tr AlOD SOUTHEiiN 2590 N. kings Highway ct �dIFge: d1r Comp�nt.SohEiorsTM '�'RIJSS Fort Pierce, F13495I Tate: 9=18 928:12AM Tn1s CC6MPill411E5 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pag: ION Vbl s rn: 2016.11.3 [ B1 al d 10] 1,&terWDatBbmversi= 1565 Span Pkh Q(y CHL CHR CANrL CANER PUSS SpacIIg W vMY 4800 5/12 1 ON 00-0 I.00 i 1.00 1 24m 222k6s 48-0-0 S7-1z 4-4-4 7-0-0 7-0-0 7.0-0 I 7-0-0 444 1z 5.7-12 10-0-0 17-0-0 24-0-0 31.0-0 38-0-0 4244 48�0 % 12 5x6HS18- 3x4- 5x7- 3x4- 5x6HS18- 12 5 _ 3 4 5 6 7 �5 T 1x4\ tx4/ 8 2x10, 20, K, a111 dl 5x6" ram" 9 T 15 14 13 12 3x9- 4x8 HS 18- 3x4- 3A 11 10 4x8 HS 18- 3x9- 0-0-0 0-M 9-6,2 M3 10k0 19.62 53 38-0-0 M14. Loading General CSI S mwnary Deflection L Qoc) Allowed L.d I 44 B4C.&: EW2017/ TC: a75 pq Vhtat: 117b L/459 (12-L3) L1180 TQ3.: 20 MI-M14 BC: OM(10.12) Vh L] 055b L/981 (12.33) L/240 Tom.: 7 P pMkk—: Y. M%: CM(4.15) U-M a29b 9 BML: 0 II(1L: mv. degR�r,Bc�LO BC.: 30 PhktE�(id)(7(/u�: (=.9A) (2D03-13,75.) P413-12p.) (4003-fl) (ifl02.8A) (64038A) (7033-12A) (80-03.1373-) I (934,19A) (101-M3- ) CLI"ZOA) (120434A) (13"3-SA) (14"2b0.) (159-M-RA) Reaction S urinary jr Z7 Bxc=bo BFVSdh Md.W Rg1fty&% 1A.R d M.Q( Upm hb.%duom M-UPIR M.H i I Pb(W4 1 Sh Cmu&.Me. y 3DOu L776b - -797ba -7976s 61k 9 RIbl(W4 1 8h CmceM.—y 3DOb 4776bs - -7971. -797M Obs Mat'i"i Slmtmly Bracing &Mwnary TC �PKSO6.2013)822.4 wipb 7CBm&q PaksdZ.34jb&d.WbyCL. 3-5 SP(4SWW13)SS24 5-7 SP(MM5-2013)832c1 BC �PKS S4M)84204 BC&mp; 4—'w1 rP k-3-1KP.&d*bfOb- V{tb, &(ALSCS-2012)#324 Loads Summary 1)IL'et�hoa�d�effaf¢Be�debl0pfbadm dmd6ebadpbedadhefk 2)'lit®hesti®d>�dfandYa§dxadlm�uamdA9Cr7-10wL6ddw�rgodbpa 1®mpbnbo�,S�eGA�'BadmL.Bolfi$CauYII((�IDD�O�eoIDk� Lme40Sz4733ftb-]SAMF4dZ Tkmokb..dxt,,HdDCL IM,CCZ=Wid64it 3)Mbaege�ebedggbt�dsoQsLIBC'&bb]60716s®stb®e{p1o] Member Forces Stimimrydm�na®bQma(mEm3mper adTmwo TC 1-2 am -4mbs 4-5 06a5-4$94dv 74 a726 -3,Wb, Y3 0.726 -3m9bs 5-6 Om 4$84bs 89 OAS 4mbs 34 M21 -3444bs 6.7 OAM hs BC 9,-M am 309b, (-2146b:) 1713 OMS 5$84W (2,816be) 15.1 0394 309he (•7}451� . 10-12 am 4y66be .258D 13-15 0.6M 4 be .2-M / Vft 2-15 0209 777W 3.13 0367 4421s %10 0447 I.Mu. 0066s> 3.15 0447 ' - UMk (.506be) 5-12 a367 4426e 8.10 a96B -377bs bts a59S •Ip346s 612 ozz9 s62bs (461.) 413 a= 562hs (-MI.) 6.10 am -M34bs 1�� / P`a =°y NAM \\\\\ \� �j4-,��GENSc,.N,! I)TL'sdgvb6�dmASCB7.10aadam�FgM1a.7R>�Addpgmde Z)VAM.dR-OL ew681padW6..WW t6�ebfxekmdpf�hwe��pmeYo(ddbffad�ldcd�aa'✓mP�esDe91L+�CC.1,zI?flII.b ,RffiIIPIL p dp C b® b<pklH vsbohaQdm¢ZI%ibhi�m7Heon¢dtikdbyha'humM®demc¢peMH/1P11.E�01�tm7369 � � � .r _ P E 76051 ' -'� ' — 6K.�IaFdppH mMWRtSQ*bed'* �-4 ARID I TDII�Ampyot'hbd�dm@dmibalbhtealmoaeda$eds�nofhba&viduW�e}emlmd�vke®dmW®m�pfdM�Los3M®drtis�pm6eunoq mdar��®dhioF�dmref'ahh'hs>M�8 I1�rA®ImEsdrmr��emgYmxoFa aB�B mibforbdo®psopmmfd dv sshm�cp�ema62'1mpo�ant®esm&(�¢aQtla'pBrfo<ed&mlcfamLma dd6e N�Mkaldy' �bY6mpm9vB-TeC�po�tTvmsmdn¢aitiBffi62762.AIomaEsp1�e1D8mBCbudb7a'+-IB'xhaLbdo4srm18dShcffvL'dabdadm �IS liadB`Ecg t/6aS1 29032 R1ixgR34911 Southern Truss Compmies, Inc. Truss: Al1DG 2590N.Idn HI &s I a'dY Pr*dlbme: 183�A BOUTHEii,N TnwDes =: clz -mo ss Fort Pierce, F134951 Date: 92?ly118 928:13AM nmt sc u crew Thm CDMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 af3 2D17.7I Pn U] imbas� velsrn: L5fi5 an Pitch Qly CUL CBR CANPL CANTR PUSS Spacing W IT-LY D-0 5112 1 ON 00-0 1-00 140 2 12in 290hs 46-0-0 4-1-10 3.10-0 6-0-13 6-4-13 E4.13 6-4.13 6-0.13 3.10-6 4-1-10 i 4-1-10 i 8-0-0 14413 259-10 Z7-2-6 33-7-3 40�0 43106 48�00 12 7x8 HS 18 / 4x4- IA i 6x8 HS 18 - 4x4- 4x4- 7x8 HS 181 12 2x8i 19 18 17 16 15 14 13 12 4x4- 5x6HS 18- 4x7- 4x4- 4x8- 4A- 4x8- 6x6 HS 18- CJBJB I JB J8 DKI ® JB ® ® JB J8 E91 DKI EalJB JB JB CJSJB 1 0-0-0 0-0-0 I-0-0 46431130 1-03 7 1 IN 33-7.33 40-01.053 I -04 Loading General CK SMVIUry Deflection U Qoc) Allowed Lmd w 33vgc, e: M2017/ T'C: 031(5.7) WaL 1386 L/389 (15.16) L/180 TXLL: 7D TPIl-MI4 BC: O33(15-16) VAM: 06h L/893 (15-16) LIMO Tom.: 7 P.Pmbrlm®: Ik Rib: 091(3.18) lbr C1l WAh 11 BOLL: 0 ML: LT5% ckwRdx .—u BCOL: ID Pkl (7otXYbog): (16.11,1.3A) (2POj43.19J (3D44$1L) (41.1*8A) (SDO 41%) PAXA) (71-=15-BA) (81-12,W) (9D-*AIL) (10043.13.M) 416-IU-3A) (141-V4A) (131-M-8A) (14M-0,12A) (153d7S8A) (16",5-8A) 11 HBot(}P4p 1 8. 0=*M-.7 3D06 35341. - -wk. -Iwbs 06e Material Sil MIMY Bracing &u-mry TC SWIMS- a13)8Sa4 -Vt TCBomg B-fnivBdmd3-11ARcSud*nbyChn 3.6 MWA gDS1D13)8SU6 6A &(MMS.2013)332ffi 13C Spw-gos7M13)Ssm BCBemb &.ffia.Bdmj4-KF bd:pbyCh- Wbc fPKSDS-MLT)43U4 Loads Summary 1)IL'slu9hm6®dhdim33sm10p4:L�n dmd6ebedeBdvdbeda 2)'l�timbmb®Abe®'emdvndbe�bemdmaxtbA9�7-IOwh6dob�dgmsddn�rnpirt l®m�dti��meGB}�'F�a'd0abh8'P.�6�8o9IIQ�� ' `\ 491�i'�C'ENSC^�r� i PE 76051 i -o lye �TATE j .c� `..(ORIDQ.'�� OfVAIL 111llfiltl IM 0 x N Okn O d O O C/1 m N 0 0 �$ � a.tlA.q.q.q•q-q.O.q.q.p.O.O.q.q.q.q.tl.a .a .p .v-.q .tl .tl .q .p .q .q .q .q .0 .q � �aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa AAAAAAAAAAAAAAAAAAAAAA�AAAAAAAAA� 1.8.1BAAAAAAA iT tlf Ri N h =CO;w � � ' Q- `C r 1 /�/' PO\o\\\�� 1 + I 'SaaaaaAAAAAAAaAaaAaAAAaaAAAAaAAAaa lAAAAAAAAAAAAAAAAASAAAAAAAAAAAAAAAAA A a�'&0.4Cd$12'$f2&0S®'&f3'$f3�0$tl�0'S O'S 0�0:4 �d '.€0'�e�p • ItAltmit 0 AA A AAA P,r, 9119 il�a1 AAAA I AAAAAA r * Southern Mmss Companies, Inc.. Truss: A11DG � SOUTH N 2590 Nlan I-E aY ProjectName: TrLwD*gra: 1833DA &r C®PmerbSah>iasTm ToC$S Fort Pierce, F134951 ratp: 9/1?/d718 928:13AM Tnffi .COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pop: 3c'3 Vmr6or 2017.7.1 Pmld2l Matarialversim 1565 SPr Pitch Qty QHI. CHR CANTL' CANER PLIES SPcirg WGUELY 4WO 5/12 1 ON a" 1-0O 1-00 2 12is 29OIIs This -to -trim Connections Stimmyary f PE 76051kTE t Southern muss Companies, Inc. Truss: AlA SOUTHEI2590N. kin H1IN &vqy Pwjedlbme: 1833D-A ThwDniv= d1c I„ TRUSS FmtPie=, F134951 Date: 9/L MIS 92&14AM Tnzs COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 1 If 1 vasia12017.7.1 Dkffi2] MatelADatab=velmm 1565 Sp- Pilch Qty CHL CER CAN17L C .NrR RM Spac WGT/PLY 4&W 5/12 3 am 000 1-W i 1.00 1 24in 24211s 46-6-0 "14-07-1-5 7-Sb 7-SS 7-5.5 I 7S5 7-1.6 1-4-0 1-4-0 B-55 1910-11 23-0-0 30-9-5 I 3&2-10 454-0 5x6 - s 12 12 5r �5 3X4 / 3x4 \ 5 T 3x7 / 3(7 \ 3x4/ 6 3A 3 9 d 1X51 1X5I IU5- 0 4x5- Tto 18 17 16 15 19 3x4- 4x4- 3X4- 3x4- 14 13 4x4- 3x4- 12 5x5- SX5- i 1 1-4-0 BS6 B-10-6 9-2-7 8.108 B67 1-40 1 4-0 9 10 6 19$-13 , 27-143 36-9.9 45-0-0 Loadiag General (Sl Spry Deflection lL (loc) Allowed Lmd w B*CD&: H C2017/ TC: on(i-3) W CEL aS2n L/999 (17.18) L/ISO 1L5.L: 20 TF11-M14 BC: a4/(12.13) WILL: a72u L1999 (17-18) L/7A0 717I.: 7 RepMhrbm : x. Sab: em(&U) moVOTM a01u 2LIM (1-1) 2LAW BOLL: 0 naL: 1259E C VCEUI a016 2L/999 (11.11) 2L/120 BCCL: 1 10 ram, 0156 n PIlDYa6 Y l: (19-14YIR) (2u14;;-139a) (3l•1M7R) (04U 10,E (5MO ;-I=) (600.5.13A) (71V0313A) W-W-14M) (9d-1op-7;L) (100.123-13,90) k1A.) 022-W-OA.) (13"03 ) (140U V) (LffiO3'$1) (160a3.8A) ((11: (1700,20A1 (I80{liSp.) 092.4308) Peactid ,%mmarf jr 75pe ftCmm Ba141h Memel Rod9a55ddh TA.R®d ?' sQ_affi DCccwadmla Maxik@ T6as8uc 19 Fb(WM 1 eh M7 Ml- 30a'n Wbe - 7D -7Rm lei. U mo1(565ij 11 Su CMV&Meavr Mi. =ET nslw -715b. am Mat�''" 7al"�'x�� a � Bracing "'a"wm" TC SPKSOS-20 )MU4 7C3edeg -4,-AaLeat2"X.&diFb/Chea BC SPWSM-2013)S324 ' BCRnmg orAai®d580,Bdad�6gO6m ca. .a VJA012)$32a1 ds nmmuy aGnohsb�ddabl0pd'botmdiudiehedpmdadbade 3)Le11ma 2)7hhlft4733ad�d buagaedfned 1®mphoffioa5)3pmaeC,A:/lEndm:(0�61HP. B�S�YBa-�a0 v�ADCL-160 CCZ L1mwo�arsi$t-ss�umazme•11�TraQmdab�m(,dnarlm.eczmrwffiaa ABdZMdk=XdbYn3d,b 3)Ma'®amBe�cEadaguam:&maitimC'ID6k160z1b-db-qpW Alembea! Form % mrary vcma.-M b.M,. TC i-2 a562 4mb. ss 0" -2621m 9-10 O.W 4860ba .. �-3 A599 459m 6.7 0869 -2=1. 10-11 0= •671m 885 3d 0- 89m 79 -3 m BC n•12 am 7a6m (-2604 15.16 OA34 kmb. (-7Wb.) 19-1 Rio M61X . (-263b.) 12-13 L75 zyazm (.IX76e) W28 GM 2p98m (- mba) U." a468 6 - m 18.19 0aD 6 - 16 1 _ W. b19 Q19D 598he (-522h S16 0681 CDha 7.13 0371 478m \\1` j�/ R 3.19 a962-2p56b. 6.16 095/ 846b. (-395W 9.13 aW 3046 (-710I\\ (5�.�� '"i • `-'��[�Q//j 0096 (-ZZON &15 am U619 (-395b,) 9.12 0-4C '�5b° 1D8 am 477881. 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Truss: A2C <; ...::.::."..:.....: >' SOUTH90M 2590 N. kin H1 &s ��Y Projedhbme: 1833DA TLuzDasig r: &r 'T#ll1S'S Fort Pierce, F134951 Date: 9m/m18 928:14AM Cc JTm . I T. OMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pagx 1 di NbmcL 2017.7.1 WuHA IvlatelidDatabasevmsi= 1565 Pitdl Q(y CHL CUR CANrL CANER PLIES Slating WGT/FLY 46U 5/12 2 I ON 000 1.00 140 1 24k 26116s 4$-&0 1-4-0 6-8-0 7-0-0 7.0.0 2-8-0 7-0-0 11 6-8-0 1-4-0 15�0 I 22-0-0 24.8-0 31.8-0 38•&0 45-0-0 5x5- 5x6- 6 7 12 12 5F- �5 3x4/ 3x4\ 5 8 3x5 / 3x5 \ 3x4 9 3 0 i 3x8/ 3x8\ I 4(5- 11 4x5- 1 12 71 I 21 22 7x6- 20 19 18 17 4x4- 3x7- 3x4- 16 15 3x4- 14 7x6- 13 1.Sx5 i 3x4- 4x4- 1 5z i 0-0-0 0-0-0 1-4-0 6$•0 7-0-0 7-0-0 2-8-0 7-0-0 7.8.0 E-8-0 1-4-0 1hA B-0-0 15-0-0 22-0-0 24-&0 31.8-0 3&8.0 45-0-0 Loading General (Si Stimamry Deflection Ll Qoc) Allowed L.md (psQ B40de: MCM17/ TC: D.A(8•10) W1dt: a54b Ll964 (16.17) L/180 TQL: 2D TKI.2014 BC: W04.15) WILL: 023b L/999 1 (16.11) L/MO TCQ.: 7 Rgmb Ba : Ye Wd,: 092Qd1) C.Vcu 1.: amb1P 2L/999 (1-1) 2LA20 BCIL: 0 110L: 12595 C.YCEM .: WIMP 2L/999 (12-12) 77./120 BCLL: 10 H-CR al6b 13 7?bbOff�(LtYyF Y. (13-14yIA) (21-IZ3.1.IL) (31-lZ3-L22) (40-11,140V4 (514ZM 2) (600,39)1) (tl•123-eA) (85.123.1A) ++ (9n11.1-1D$2) (lo-I-123L72) P13•Hi-Lu.) (I29-I4ydA) (13D03+49D) (143•IL3S.a) (lSs-1z1$D.) (lfi9-0),0A) _ P7Do38A) (1as-U38A) i Q9DA7.0A) RD1-723•BA) (21s-113$D) (22Du349D) Reaction &mmaxy ' _ jr _ %-;e Ha(kmin BMVA% Mmnbl RadRBWb MmcRme M.Q-Uom M.1%drW 1R.UM Mm�Ha 22 Pb(V4 1 Bb ck..&M-y 300b lyDib - -Mb. -,Mbs •134b 13 MUR4 1 8b CmadeMamy Mi, Imb TAB -775 bs al. Material 1l� nimary Bracing .Sm=ary TC 0P(AL90S-Wl3)RZU4 1CHumg B�mhsdaIwtsetYll-0,Acindcgnb/mea BC 1P(A19)5-2013)422c4 BCB dW M-f-f P f=d4-ll•QR ddpby0bnx Fibs EPOL9062D12)#920 Loads Spry W) hhbeblOPdLo-d,adirc Mp1.dmdlk 2)Th'etushmb®ds®u1fQbHe®dPbd66dsbnmdmn+wbA9CLr7-1Dxbbefabv�0add�sprt IWa�ph��+�p t'Fndmedf�IfP.�B�8QYBG�lm� Lms408ri733ftb-1541btF.dZ-T..Nffiamdxd,,,idIx2rLbD,CCZm Wdh48 3)kf�ked gbemd9¢eaLIBC76hk16071h®eth®slgFd Member Forces &matmry Tkkndd=MMACuzmQCS.=mblfmcs(mm=cptrm=rda �®1f� TC 1-2 (1511 •322b 3.6 0732-zl.%bi 8-10 0787 ,7$19b 2-3 0736-3;A11s 6-7 OW -2y66b 10-11 IL736 -3$00b 35 0785 b 741 0754 4291L. 31-12 0511 -m3b BC 12.13 0524 549b (-251b) 1517 am zsnb. (-1=10) 2D-21 OM 2$nb. 01150bs) . 13-14 0521 bs (-211bs) 17.18 14-15 0870 s49b - lb 1&20 O59L L9Ab (-Mb) M-22 GM WE. 0818 •LL51b 22-1 D523 518b (2B b) -250 1 1 - \`l,l 11)111////�� Nubs 2.22 03M -10530b 5.18 2.71 am 23331. (1,736b) &18 0396 784b 8-15 (1164 4041. 05a 605b (-308b) 1D-15 040 -.T-Mi.(�� \ / \\ � 1Vt•�CF� 1-21 D062 MI. (•95bs) •-18 3.70 0467 -377b 7.17 (163 42b (49Iw) &17 0133 259b (-2536s) 10.14 CM 196b OA42 605b (-231b) ll-14 09M 2XIb 0350 79ob 11-13 0378 Wbs) C��tt !)``� L,CLIVSC , .17D -1pOb \ i s 1)lb'xd*bbmedmABCE7-10--fbmmib tb M7F.&aWf CN& 2)WSQtmdHo¢CRsmheve6vlavdhv®�Iddt�msdieblvebadpbsbrnaymvpmetafddddmdxbd®dbsd,maptrlaeABIL+(Sc-1)xI�l ILbsmxdansvdhADffiA731 PE ,9051 \i- 3) P�Pm�B. bbep vatmm psi' 1R1.200223aton242 a 5)®(�s��bsk�m()dtaaaRowotIIRm'd6mh�^tlyda�fyh igDw83nusmem FvsbmG,abQ.Aamdda�mitramgae 6)L' mMNHtamb/�8 ^. 1 ,� � \\ S CJATE S/ONAL �Ilflittll I17IICEA¢Qytdhed�delk5mBeibbea�amdameTheds�aadbhbdxid�dYasv'sh®lmd�cian®dmyi®m9mWfdI9h11u Msmfedmmd�egmhe®n� so®dhbfsmmmaiffa4l98 BL�IM Bleakly >mbe+sbd�a�rd�le�,m mtiirlQbx�ma�ld� �mredby��stise-lkLYmlmptTD<omudmmuLffi427R.HimnotrsP�D8m89°dsb�Pl�esfoMsdFgn't14'xhimbdmsoa l8v'aC18;�bd�ah�trpmleDmgePb! BodE�g.fi76051 2590N R 951 Southern Truss Compmies, Inc. Truss: A3C < SOUTHlei1N N. kin l� �a'a3' PmjB2590 Truss tl�ne: 1833D� TnniDesglea: dhe Canc dSchrtiors- Fort Pierce, F134951 Date: 9MO18 9M:15AM I Truss CGMPAN 199 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax \{asimt 2017.7.1 P31ald2] MateligDatabasevelsim W Sian Pitch Qry CHI. CHR CANFL CANER PUSS SmciT WGT/PLY 42-2-0 5/12 1 00-0 ON 1-0A 000 1 24in 232Rs 4z-z-0 l � 0.8171 5.5-9 sac SS-9 6�7 4-0-0 M&1122 ~ 20.0.0 � 2680 � 321� � 3820 � 42-2-0 5x5 - 5x6 - 6 7 12 12 �5 5(- 22A/ 3x4 5 6 3x4 / 3x4 \ 4 9 6 3x4 / 3x4 \ 6 3 0 m N 1.5X31 1 $ 1,5, T 19 16 17 T 5x4- 3x4- 16 15 14 13 12 44- 3x7- 3x4- 3x4- 3x4- 3x61 0.0-0 1-4-0� 9-0-0 9-40 6&0 33-14 6-22 1r3.0' 10-M ' ; 20-DO 26�-0 35.11-14 42-2-0 ' Loading General cm &mnxry Deflection IJ (loc) Mowed Lmd (F� 131}pCbde: RBC2D17/ TC: U6S(3-S) WICR: (47b LIM (17-21) L/180 ICI.p.; 20 T131-M14 BC: 0.mp-m) VALL: Q17b L/999 (17-18) L/910 Tom.: 7 RmMbll--: Y. Wb: 084(d-19) OmN031L: Q01b 2L/999 (1.1) 2WIM BOLL: 0 Dm: 1259, Q.YC�.L: QOlb 2L/999 (1-1) 2LIIM BCCL: 10 F-C1t M4a 12 1%b0iv6�tY,yA�Y (19-14Y3A) (2D6$9A G18.1Q4=) (4D31.1-10f2) (5D0j-13T2) (64Oy9A) (71-U3$0) (8Dg3-D?2) (9D11.1 -Ig22) (103-IOA-BA) (111-123-i90) W (12. A"X) (DD0.1-$Q) (14M-12A) (15D0A3-8A) (1WD3•$Q) (17 A;) (I80-03.8,0) (19243-0A1 Reaction .SIHIItlaIj' Jr 11w HxCnntn B.Wdh M.*W RadB.TA M.VRW Mmc68ayupiQ MmcWadIIoB Mmc1IdD MmcSaz 19 Pu(R§t) 1 8b Omo�Mea y 300u 1b511e - •7196 d19bs 1696e 22 BAa1(V A I 8b Cmad<M-.y 3DOb 1,501. - -mba -Mht Obu Maitel7al .Sutinary Bracing-%mynaU TIC B22 WKSOS-mu)d TC&fig W�rdaRa?oadl2 X. d*b!(� BC SP(ALS0610D)�2cd G� BC&�grc1la6ea5.2413bdnd�pb�abe¢ 17.1 SP(AL9062DD)S32c4 V0la SPKSOS-2D12)$32r4 Loads Stiurirlary I)•!LeYumha9= hedl'ebdmb lOp¢boftncbudfnbadpledmdhmai Z)T5'att®h�ti®d��fa•beBamd�mdbadau®din¢xi�e19�/-SOwb6efoCwvgmQddceiipd lWm{Q��r--.*�"=-!'.-py Badad036hAP.��$a3IIR�� IY 70$4733$1^15AT5�F«n Tamble&cmdvdtma��DCIr16(I.CC7meWdh48 9)Mn�mma�emeledggbe IBC'lmbb16071*•m��gp61 Member Forces 5umirurya�M®pro �m csm�(mmm�saaam�mm mo�r� TO {-2 096 .6S4be 56 Om •2p84be 8.10 am -I'M1c 2-3 11635 -"6b, 6-7 Obit -Iwbc 10.11 um 621. (31b.) 3.5 Q60 - 58bn 7-8 0626 -1 t. BC 12-13 WX 13121. (4134N LM6 OM 13-15 am MI. -994b, 16-18 0825 IZoba (849Im) 18-19 0512 2=b. (•13906e) Z2t26' - m 39.1 0367 691bo -2531a o\ { { 1111 /o - Wda 239 Q200 Wlba (-5386a 616 OZil 319 08?S-2p'Dha 7.16 mm 3�18 am 283m (-221b) 7• Div363be 476be (-159bs) L1D D384 Z31a (-]®64 1 \ Alt O� /�i/ 319tm (-IZb.) 10.12 0376-2A75Fa \ j� !v (-Wbs) D-12 Oaso 127h is Q179 4416s (-DOb,) 8.13, 1. (-Wb,) =ba <L 5;16 aM9 6096 8-D Q2b4 -2391. `\ {�i!' 1Y s 1)71®d�ebeam/6CH7-10mrdmamdbyh.=7KdkB-I fggO-& 2)WtQtmdli¢Qtmehevatimlmdhazasdtbkehadlimheo�mmpm�ofd$�nd�dedhod®PredmDd(-LL+(P,a-1>z1kl -NG,3 ` / PE ! 7EN5051 i II.ba®3mavi�A4ffiIII3L (I 3)MpeBy oo�plfmb;Cq-L13,hinth®oryLdhbepldcvnba®�Tdbl'6elteaMmdnnvmp¢/PffiI181.211D28adm2A2 4)Rwa�ma�eab�bpamipma� '" Lu � Q• T 1)®mdmammm��fn�em((IR)+epaedm6ebadm(s)dwxiRwad'QAma4kd¢p'deg�mll6m imebWP&.]RffitALEFrahm®bQ.Aamddeg�Oaamg� Jv- .� 1)WE&tffiiiTI03 \ S A� % b)Uk maupffimao .MWMO*b.ft � ,c�� 0xzl S�QIVAL LNG\\\\\ �111f1{lll 1un�ly BrmmMBlealdy +�m��+Bm�P^SBP�D'Srbelmammpoomld�d,vxieehemvcpngemahe•7mpubaQotomafm&(hueW:m pggd odd�elofa®monAlmmlye Y�Pm&mWTeC®pmp{laebamdmm*EM-2762.A1®eerP��Ded89u�mb P��tainWadlya'+15'a�h�bd'mtsmle�gepl4o<'9018;vbd,b�h�h b�l8�ephb BYveF.&K16Q11 2MX R 951 Southern Truss Companies, Inc. Tom: A3E SOUTHERN 2590N. kin P' ITi grwudy Pr*ctl3azIIe: 18BDA TrmsDe6ff=. &r � �� muss Fort Pierce, F134951 Date: 9(IJM18 928:16AM n ZOItI PAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 1 d 1 Vaim 2017.7.1 Wd2] MaterialDatabm ver in 1565 Span Poch Qv QHL M CANrL CANER PUPS Sp3cu9 WGT/pLY 48M 5/12 1 00-0 00-0 1-00 1-m 1 24u1 254lbs 4a-0-0 MBb-12 6.0.11 W1 55.9 s3-0 55-9 6�7 6.15 , 2.49 12 7 20-0-0 26-8-0 32-1-9 3&1-15 443-8 S7 48.0-0 13-15-3-15 6x6 - 5x5 _ 5 6 12 12 5F- 15 3x4/ 3x4\ 3x6 / 4x61 lx4\ 3 8 7x6\ 9 m HS 1 12 } 2x10 1 6x8 He 18\ 15 Zx10 5(6/ 10 „ 5x6 \ 1 ,+ 12 T 19 3x4- le 17 16 15 14 13 Sub- 3x4- 3x7- 56- 3x4- 5x10- 0-0-0 0.0.0 9S0 9-4-0 6&0 93-14 B-3.10 23.8 10.8.0 20-0-0 ; 26.8.0 3511-14 443-8 47-0-049 I�adnig General CSI Smmlary Deflection L/ (loc) Allowed m ftCD&: EW2D17/ TC: O86(9-10) Vdtm 093b L/376 (L116) L/I80 TQS.: 20 m1.2714 BC: 0.9/(14-16) mdu, Mla L/999 (13.14) LrAO TCCL: 7 RpMbrl-: Y. Wb: OWP-M N-CR: amb 12 BCLL: 0 nOL: 125% Bcm: m QWR.d.X-,20 (15-71d1L) (2DU313S6) PD•111.70pa (4UO3-13Xt) (53.1*8A) (O-QM) (7D0}13A) (S M2.1.14=) (9i-SDp322) (16D03-=) (110-20A) (123-71-0.1L) (171-14-BA) (14"MA) (15"94A) PWa23-BA) (17D03-BA) (1BD{1 W (19D43-8A) Reaetio6 S mmry 3r 7Su Bmmmb. B8V81b m kill R91ROV& M..R®d Aft.2FU!o M.W dam M_Ur m Msaa d.M..au 1 Pn(%" 1 8n Cmay 310u 18256. 797b. -1971. -122h. 12 mum Bu CmmbbMa y 31qu ]Rai. - 797b. ?Wl. Ob. 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(-31261) 616 ail (1308 765b. 7.16 wa 770ba (-3321.) 9.13 0814 2,2146a 03M A18b. 10.13 Ob13 71J9b. \\ �"' -l'� 'N 3'.17 am mb. (-64 7-14 168 EN S am 921b. (d83h) U-13 0855 zX1 b. (-l=b.) v � N;� \\ Notes 1,36'sdc�ebaalavA�B7dDa..d.mmlb�b.2A7 glbde �r PE 76051 2)1htCRMdlia¢Q(uemerabw.I ¢im�Idd6f sdmbive}dp5�heaapom ddA�madubdmd�(®pblavilldiIL+(6c-1)x]]flII,baaa A4ffi/1P1L f 1 3)A4.eRymdotfamr,�08Qhmb®�p1.db6eptA<itral�mvdrebmdmaA%i§ka76km¢y6e'15�Ld�uaQpel4�811PI1-E1W8eim23d9 1) 4)11avhed¢1..6daa+get.pmmpmdag 5) ®bb.1<�C[I{lrsµidmh<bod '!- a(�dm�Rm<°fCIRme6<ehWat�'�ibE.�4�6WIDQ]tBIIK�Rr.�bCLRemddggr�ih.iggc � .� � -p ATE 6)L�dmMV2HISQIJ'badb8. `. t � i .LORIDP.Nz SIONAL �Il�Illtl� runesaapyaremd�.ddeb<aes��m,mrm.�dbs;�;avil.�mmim�a�®an:Plm�mammc��b.a,�Maoda�eoa�apaoenamaaq ®da�lm®de�daao�msnlyb.Brit� BIi�1M Ble2ldy 1>ay+cruel®heEimgBodatisemptoo¢<t'ptgc�biymkbrorb.w®mvpmaadq�d,onasab<m�apq<®d6f7mpo2�a6�dm8cC�aaB'b. Y�P�s«'T"""�x'---uaamFffit27RN®etrPfffim<208aI8S�P'sfubvellye'�18"vLihndaa�Ie�gepFsar'5918".ahihi.dmbsah��Ri 2SM�&#16051 951 ) I � Ti Southem 11-uss Companies, Inc. Truss: A4B .> SOUTHERN N. kingi Htghwq Projeanme: 1933-DA - C TM -TRUSS Fort Pierce, F134951 T11>$Dsg=.- cEr Date: 9=18 9:28:16AM i ThIm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pav: 1 d 1 Vrscn 2017.7.1 [B &2] MaterialIAhdlxm veri= L%5 SPA Pi(Li1 Qv CHL CHR CANPL CANER PIM Slacirg WGT/PLY a? 20 5/12 1 ON 000 140 000 1 24 h1 23816s 42-2-0 1.4-0 4-6-11 6-1-s 6-0-0 5-0-0 5-0.0 6-0-0 6-17 1-49 1-0-0 5-1a11 12-0-0 16-0-0 23.4-0 28-&0 i 34-8-0 40-9-7 42- 5X6- 1x41 5X6- 6 7 6 12 12 5F- �5 3x4 / 5 3x4 \ �/ 9 d 4 4A 3 Sx4\ ,0 1.51Gi� ix41 1 11 3x5- 1' T 20 1s 16 17 16 15 14 13 12 T 5X4- 3x4- 3x4- 3x4- 3x7- 3x4- 3x4- 3x4- 25x6� I i I o-0-0 0-0-0-o 9-0-0 5-4-0 540 9�1 45.15 -0-0 1-0.0 9-0-0 16•. 23 d-0 005 37�8-1 42-2-0 Loa&g General .�I �Iltillary De1leCtlon Tj (roc) AIlowed /pdj ftO.&: FBC2D17/ TC: D66Pa) Wt(R 049h L/98, (18.19) I L/I80 1'CLL: 7H 3.2114 BC:. M%09-2D) W IL.. a17h L1999 (18-19) TCCL: 7 RepMhrl- Y. V9b: 0.72(5.17) OmVam: WIMP 2L/999 (1-1) L/240 2Lnm BCLL: 0 DOL: 321% C�tU(ffiL: OhIB 2L/9% PD-1) BCCL: 10 MAM SaCR a15h 12 (IS-14Y3A) (z0144-194) P9.14A322) (a¢111-1Oj2� (ID0313,22) (&1-12.9$a) (7D47.89a) (83-123-BA) (9DA3.3322-) P07.15pAR) P34'123-190a P2S-83$90.) (13DA"A.) (14M-IZA) (15Dgi-8.0) (1600138A) (17D-033A) (180{41-12A) (190-03E3) PD2-23-03) I Reaction &munaIy . Ir itxi Bmoaob0 B.Wdh n6neel Bad9aWdh MalcRma ?A.Ck.,UM 66ncWd[7oW 20 Ps,AI 1 . Sn C3nm&Memvy 31pn 1y25bB - 739b b6mcilo@ ?A.H k -719bs 1576a 12 EM(Wap 1 eh Cl..*M-y 3DDh L518be - -6821. -6mb Ob. Material Sunnlary Brag Stnrr►grs TC 64W=S-2D13)M.W TOB�ag ILe&e1uRd-d"Ap.fide�b/Oh- BC 1:?K-'CS013)p224 HCi§soq& vA�amaA-0,Bdud�bJOhan VW. &(ALS(S.7-0IZ)NJ2N Loads .&=nary 1)1b'sbmbmb®dm��bdredid:b IOpdblm dlvd Ivebdple dsdba(h Um.0fthmbmad�drabedZ-Tm dheds .d,.b midi ,IM. hd'ab�WIA41Lfoadiprt IWmph"hatlgB�omH+B�FJB��dO:61�p.Hd%gC1aY8aSIIG-LOO�CRaelBidg ssmaDmca7334z�ss±<�a� W.'tl�t4abemdwh mr�na,-uD.cnzm<w� as 3J1d'nnnm�b4yadnBh,,•••••1,•,,•••xmn'IDhh16071 hamn6imgpGd MemberlForces SiumrAry vh�am,sa6®haB�mascsm�mmlrmgcm�mmRtmaa'aa'�ma�Im� TC 1.2 0297 351 bs 1-6 OAS-2216ba 89 D627 -ZA9b. 2-3 a321 -4541. 6.7 O6W d.734b -2p266a 9.10 OJA .. 3-3 0662 - 727b 7-8 03% b 100.11 03a 37b -401. BC 413 a657 7141. (d57b) 16-17 OSO 4"5L. (-=bb) 2D-1 aa% 337ba (-Mb.) . 13.15 O8a7 1, 7b RM41e) 17.19 M -92Ybe 2)666s (-1 %bo 1546 am 7PSIv 19.20 08 bs -lAmha i I f I I f // VA.(-316b4 6-17 MM 517 h 3.19 a056 � 616 a1DB 266b9 (-197� 9.13 Oaat .539be (�� a= ,2706a 1D33 0423 1Al2b _ \\�`" g ( [7 11I1.13 Q4, (469b0) a15 5.19 a123 303ba 8.16 0384b, (-245ba) 10-12 (1479 �MS17 a720 -552ha S 0118 291be ll-12 03i2-1-I05hs _ Q f� l r 1VE)`1Sf\��J \\\!Y,` 1)ihehl,m<dmA�E7.1a.sd'mmdbyhe2Q7I�aB,uffig0ode 2)WttRmdHm:[Raehera6ml®dba¢oaald$dmvduembsbadPhehecvP®Pm�otddkdmfbmdmdh�®p�edeaLl9IL+ '•1)aI1lI II.hemad ADffi/1PIL f / PE 76051 i - 3)AW*-o1dfid-,Oq-113.1mbmWWt-hry}lhlveLik.ad*vdmmgeddbyhe '11imMemd dmcpc 4�ffil18130028e6m2a2 4)DWEMUMMICE ' ,�B'�Pmd'o8 ®C33yxaWd�6ebamm(e)hwm.RaeofIIRm�ILeahW�'d�yhrem(m;Dwm>nArme(s•rvntrmMvbCZRemdd'ogmltrnmges Y J/�$��LL 6)Lmi�wd mMW18,q(1�bd'gg r .� � �{� \ _S A,TTE fj / RI fililtl� N7II(FAmpyd'beda�da96dao�eibhea�omlmshed�ofLhhd idmlluweFa�almdm�vhrin®dmpi®m>asµpfoltyhfimMemdodcmd^isRmhwmee6'eod¢��®�6ehfomdmmfahlgheHd(gg e °°h°`�B�F�®lagomgBmldyfmhetmemnpmmtd�dim¢8ahmwpgSemdh27mponmQnfumHimB.(ben07fat' $C1a1MBla7,7,� 7 h�� mom+dbyYmPmo$-TeCtm}mptlxhnaadn¢v�F�t,27&AI®em'P1eYsmrZOBmg4mkahep�niPlasm's'd'ohwdSlawlB'Ahih'vdmem lBDaBcptr v'9018',x6�ndmtrnb�bmm l8gmgepltr, 76MI _ _. 2AOIi i4%1 Southern Truss Compmies, Inc. Tmss. A4D 2590N.kingsI�ghway PlajectName: 1833DA SOUTHERN TIOUSS Fat Pierce, Fl 34951 T111ssDmga: dlv Date: 9=18 928:17AM Ccmpmmt SOMCMTM Trm WMaAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pop: I cf1 Nbrsiorr 2DI7.7.1113<e•1d2] .MatelialDatebaseveisicm W SIXM Pilch Qry CHL CHR CANEL CANER PLIES Spacing INGT/PLY 4800 5112 1 ON ON I-00 1.0-0 1 20, 264ks 48-0-0 - - -- -- - - r 7-7-8 '1T 12-0-0 18-00 23-0-0 28�0 34&0 42-3-8 I 5x6- lx4j 5x6- 6 7 8 12 12 -IS 5F- 3x4 / 3x4 \ 9 3x7 / d 4 4x4/ 1' 5x6/5x8- 12 10 11 15 lx4i 3x8\ 44 t 2 *5- 1 I " & T - ft 22 2120 19 18 17 16 15 Z5 3x4- 4x4- 3x4- 3x7- 3x4- 5x5- 3x4- 7x7- 14 5x5 - 1.5x5 i I 0-0-0 0-M ,40 78-0 9.0.0 5.40 540 9-0-0 5.11-8 3-0-8 1 18-M 23-4-0 288-0 37.8.0 43-7-8 46.8.0 Loading General (N &mvmwy Deflection I1 (loc) AIlowed Lmd (.0 BitQxk: 1BC3017/ M 0.71(1D-U) VAM. Mi L/894 M-M L/180 7=: 2D TKI-ZD14 BC: 099M43) 1b81.: a256 L/999 (18.19) LMO TCR.: 7 RpMlrinaam: Y. VNb: a580;-18) uWaErm: nD6MP 2L/418 (13-M 2L/120 BCLL: 0 ML: W% CmU�1-: 003h1@ II./851 (13-13) 2L/120 Bt3L, 30 lb.M mi8 14 R?XYaB): (13-14y1A) (2l)-I X,) Pd-14p Jam) (4Dd1,1•lagi) (5003-L%U) (6d-12}8a) r7D0.3SX) (81.17,38,8) (9D-0}13,22) (1000,35,78.) P�•2A =A) Ph2r.1'n-,1,2e3n-1n.11a (DD-1423A) (14D03 49n) (153-123•HA) (16D018A) (17D0keA) (1H0-03$a) 0.9d14P9A) QOBD3$8) _ (7300T:0.0) (22503-$a) (21?.63.OA) Reac on .StiIII[ndly 5r 1Soe BntCmbo h8tildb Mend RdBrRWAh MsRed M lckayn® M.VhAuPfe M.Un58 t cmi 23 Ph(BdM 1 8h CmabM-" 3DOh 1,796b. - -797ba -797b, -nob. 14 BzldrMM 1 8h CmmbM-" 3DOh 40be - -797bs -797bv Ohe Material .Sti1[ mx" Bracing Sunwnary TC 6PW-SSM13)8221A mqi 1C0n�g - $andmAaimt2-1DgAafod�lgCThea . B-10 6'PQU3MD13)ssW BC 89WL8S2013)882s4 aft BMWd�g %,W 21-1 6PW1-91SW13)i42 4 V . SPWLSOPM12)MUS Loads �nmmty 1)z>,h�i®dme��a.emloiamr�lmmltr<hdsd 2)ibkdu.hmtim de eif hed&-dMhdhe�heo-SDw�hefat �dnp¢1®mpho�yS P�SQCid 'p,BuiDg�ayIIR�1D0).O�aeIIO� I5me408a{7338h-75 RT!tm.+.7-.m_Tisa�,.mda�mmdeelDQrlb0,CC7meWdh48 Wdh4 3)Mn®av�eeSehedgghamd�IBC7dbb16071ha:odbmapp6sl Member Forces Stumutry ��d�Mme�nl��osw�®I� q(m�smam�m;ilrm� 7'C 1.2 a331 395 be 6.7 asm -Zml. 1D-11 0.774 -Zmhe 7r3 am -5121. 7-8 om -2AUh. U-12 0436-217Hom 3.5 am-3p99bs 89 osm -Volt. 12-13 a209 -261h15-6 0672 M 9.10 a490 - i. Bc 13.14 HISS 260b. (-115ha) 16.18 OA48 $9631. *-15 aw 2601. (-MI.) 18-19 able 2439he (-LS57bn) 20-22 %M 2,725 he FUM-bo (-1437bv) ZZ-M 0987 2,763h, ( imb,) 1 \\ � )Vt• BL /� 15.16 Q484 3582h - iha 19-20 O45 2374b, - 15bo 23.1 0324 407he .113 VRA &23 ono 4101. (-3421a) 6.19 a159 3921. (-=46o 10.16 am 557he (484he) 3;9 n766-2b811. Z79 0.326 z73be limbs) 1a15 OA79-1$331a \ /}+`ram L,GENS��\�� 3-M a065 161ba (71.) B-19 a137 3381. 521 (.1811.) 11-IS Ow 1333ba (-775be) �C/ � / �\ all2 275bs 8.18 am 637he (-Mbe) 12.15 m 2301ha (-Lww l / C y� S,7D am 4W- 9-18 a978 -751he 6.2D D208 513be (441he) 9.16 01% 4821. M14 0382 -1,94ha (-MW PE 7VQ�'I 1W78es , 1 1)'1bd�slm�mA8CE7-IOmdammibphe7II71gmde � �' .� 2)WCRmdB:a Qtaehne�Ismlhu�Id,4amsd.hFebalplwhem�mapamtaSdr16ti.8�dmdlmd®P+kdmDdl LL+(Ka-1)a>YIII.homd®¢xtbADffi/1Pf1 � -3 \ ATE 3)Aq:ehymfotfeint,Cr48O-b-% dbheplllhubviknmdeipwbab®dmaM%dla' m78=maeirdeibytitTnmMmmfiudmpc/4J3/1P11-=S+4n23A9 / �-�o \\� ®��) de�kjkam(cmDWEP,CIRffitA�RreLoaL�vbCl.Bemddogmalha�gas p p, , ��Ci\ RID 6)LW-dnpt&mmmvbadmMWMC*bado6 /i fi �� NA MnCBA.vyotWedid.@d�Hedbhemcfmomtsd=7hed4nalhehd iYdhm'.bwdmd!fpuiah®deepim bytolbmimMmmf3dcmdrtimgmim==gmdmmpl>a..ft.of'mm6m l&bbybeBnifS &gnM Bkald3r I4�mA®Im hd�aropemadpm£mmlegumn�o�)ly mljfvrhehmmnpmmth�Amn 6RGeo+.apegemdhPlmpu�m�oo&CmeoQEM'p�daaddamnlhS��nAlmmetrph�elbo �F+B076aS1 mmdedadl9�nPm3m8-TeCmpmptbehma�mdsFffib27611Jmmn'bcP!>trmUA�gaminP�' abad�e.'e38"vJdhhdma-m18e�116.cbiLvfabnh��IBgmgepHh 2901i 951 Southern Truss Companies, Inc. Truss: A5B SOUTHERN€� 2590 N. kin Hi � Y ProjedNdme: IMD�A Tmsi =&=: &r CconpardSahffiasTM 'MUSS Fort Fierce, F134951 Date: 91=18 928:18AM Tnu c X17.7.1 Wd2] COMPAIV IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 1 d 1 MaterialDatBb evelsm: ISCz9 S�- Pitch Q(Y CHL CHR CANTL CANER PLIES SpChg WGT/PLY 4-24 5/12 1 00-0 ON 1.40 000 I 24b 2181s 42-2-0 89 9 7-8-7 7-0-0 7-4-0 7-8-7 3-9-9 8 3 16-0-0 23-0-0 30 8-0 38-4.7 42-2-0 5x6- lx4l 5x6- 12 4 5 6 12 —15 5� 4x4 / 3 3x41 r 7 m N N 3x5 x 8 woI I- 111 1 T 15 14 13 12 11 10 9 T lx4j i 5xl2HS18- 3x7- 3x4- 3x4- 4M- 1.5x51 0" 0-0-0 1-0-q 739 7-8-7 7-0-0 7-0-0 7-8-7339 1-0-0 839 16-0-0 23.4-0 —� 30-M 364-7 42-2-0 Loading General CSISmannr)r Deflection I/ (1oc) A owed Lmd w B1%Q& EC70171 TC: Offi(5� WSQL• OA7h L/999 a3.14) WHO TC•.L: A MI-M14 BC: M19(13.14) WtIL: 021h L/999 (13.110 L/MO '1C1Y.: 7 R¢Mbrb—: Y. B=: 0 ML: 12556 ti1b: Q%(6.13) Ca/Did.: Oh 2LIM 0.1) C.m/aEILL: Oh WO M/120 2L/0 BCOL: 10 H-M, QBb 9 (11-14 1) (11.1gb13p2) (141y-1422) (44131;Q) (iDW$9Q) (6613.12A.) (7a-123-L2L) (89-$b5y2) 599-12,3-090.) (105-1238A) 013.838A) (12U41-12Q) 113003$Q) (14naL&Q.) (15UOA$,9Q) Reaction Smxnary . jr lye BixCmbo BISWdh Mehhl BoiHxP21 MasAma Maxrimth8 MmcWadBplB M-UA M.Hrk 1 Ib 1 Bh C--&Mc—y 9 1" 1 8h Cmcbbk—y 300h U35 bs -961. 300h 1;66b - -7051x .696hs 145he -705h Ohs Material .Smanny Bracing a "'M,.'N TC SPOIB(5, U)AW eanpb IC&emg 9whdaBx0aet340,Aniode�bJOhex 13 SpOLSO5-"13)892s4 BC 8P(g_gM 13)A22.4 --pt 14-1 8P (FSSM 2013)SS 2a4 BC8¢gff f—Buk d4- X r.&*6yChm vAb, SP(ASSOS20I2pA 214 Loads latrnry I)iheluabmb®d�edfaheeff�deb lopdbe>rma,maLel,edpmasdhsds 2)IL'shiwh®b®a fvhffiasdxhdhaaaham�¢abA�7-10a�hefdm�igumd��ipo1160oo1Enfm H�eC,B�F�hm{ gCft yBa=LOD�O Uft ffie70esa733$h-15$NdF dZmelYmdv��DiDQr1w.CCzmewdh4a 3)Moa� te�e�badoghamdvomxb18C76h11W71F®afh®a1Q61 Member�Forcesammmry Bhbad�M®h�B�a�o�®,rm�(or�ermos�lrm� TC 1.2 asm -30M. 45 a" 4p481. 67 Om -=6hs -- 2-4 0847 5bs $4 am by 7.8 Ow - ma. BC 9.10 0300 Ob.n-l3 10-11 Q715 ba -843 13-14 W,bs 2-15 QLM 329be 543 Q788 19MW(-=b.) W15 OA34 3p3/hs (-0,7f6he) Q79I b- - hs 15.1 OA58 3 he . 766E 0363 _Mft 740 0241 -7171. . - 4-14 am -mb. 6-11 414 077e 3426s (-130hv) 6•Il Q759 6411s �.3614 8J 0399--1.43� (•11bOh0) 0.069 179hs fi 4-13 mn 3716s (-182ha) 74, 0291 460he (-206he) \�\ \P`—\-1�'_S_� Notm �) I)Z�� died bmASCE7-10ameFamodbjbdM7R>kHdfigmdevc�,y�• 2)WlalmdB.Qtamb., nleodhui:�ldikdo8debhehedpbafie¢e�ma�loEd�efmdrbdmdha4mnpiidusA9IL+(Ea-I)illfl II.hamdsaaxbAtSfl18L 3„tiq �fp�mC«ryL,3,he,h��Q6,bhe�ehhal,�0¢de�,.vhs® ` �I-- ! 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Idngs Highway TPlojectI3ame: 1833DA Design: &r Caaamqn I t U $ Fort Pie=, F134951 Date: 9=18 928:18AM am Tnw .COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 1 a'1 \? 6m:2017.7.1 [BuM] MatmWDatabmversicm M S/ppen P&h Q(y CBL cm CANU CANER PLIES spxirg WGT/PLY 48�00 5/12 1 00.0 000 140 I1)0 1 24in 2441ts I 4&0-0 1 6.33 7-11-7 7r3-0 7.4-0 i 7-8-7 1-11-11 6.4-6 1 8.3-5 16-0-0 23-40 30.6-0 36-4-7 4Q-3-B 1-7 48-0-0 2-11-7'b'11-15 5ti7- 1x41 5x7- 12 T 12 4 5 6 �5 5� 4x6 / 5x4/3 �46x6FIS66HS16- I 12 8 9 15 2(10.1 2(101 t1 Sx6/ 5x6\ 0 T 17 16 15 1x4i 5x12HS16- 3x7- 14 13 12 11 3x6HS16- 3x4- 3x4- 3x4- o i-0 0-" a-0-0 739 7$•7 7-4-0 7-4-0 717 3S1 5.48 1-0.0 1-0b 6 3 9 16-0-0 23 40 30�0 38 4 7 4- 1-7�6 47-0 0 Loading , General (X Sm mu" Deflection u (loc) Allowed L.d W MOD*! MCM17/ TC: 0960-6) VACR: a78b L/689 (14-4 L/180 ' T= 20 TP11.2DI4 BC: 03D(17.1) MUM: 036h L/999 (14-4 LJ240 Tin:7 7 Rpl&d-: Y. Wb: 0Q(4.15) SaM, a27b 10 B J.: 0 IICL: I25'16 CmPlhwx.-20 Ba.: i 10 Pktcffl*(i CY4�k (0-7.1.0.1L) (27-10Y134) (3¢17,1a4X) (4413•15A) 0DQ3-W) (60-*15A) (71 W-1R) (8",3 0) (90.19-1211) (1057, 4 iL) (lls•63sA) (M-22P-BA) (13M-12A) (1434 M) (15M.& A) (16DOy8A) (17D03 Reaction Stimznmry Jr 74ne BMQ bo BmyAdh Mm.W P dB.Vgk liwat d MmKiavO.�@ L6mcwmOdO MmcIIoB tacrl3az 1 pi cm 1 Bn C-*bb-, MI.1.776b - -097b 10 RRdCY14 1 8b C-ftM-" 3DOb L776b - -7971. -797b 481. -7971. OE. Material SSmmuy Bra®g & mr ay TC ti KSIL20L')Mbi sagt iCBmaag lbahelQA¢6sti1.3-0,Auluda�IpCdirm 1.3 ffi(AL9C6,7D13)8S- BC 1£(A BM=13)1S214 BCA-4 ffi�efand�nt4-14Rdud�,b1'C6rm VAb �6IIP(AL9m4=)r1/3A Loads S4mamry 1)nil,�ehmb®es��,sd�cloPtt�a,�6rsbdPmdsdh� 2)'hih®Lestimd:�dfa'heHaYdvhdhed9u/-IDxBhef^6,dgmedduel�¢ 1®mp4T8l�rF{mLkHpHuNgeCdBa9IIQ'.�13a).Owelt ffiN08c4733$h-15$NotFadZmeThtc�CmdxAaakdDQr160.(CZmeW�48 3)Mnlm®asgEebdggbahb 36I!/11nma16®ggiA Member Form &==7 'Dbkh&mM.bwM m.C6t- - TC 1-2 a700 3971b 56 am M1=61. BA 0.7M 3.75Bb .. 2-4 092'7 -3=b. 67 am -3329b 9-10 07A 4p65b 43 am -3 6b 7.8 0M44WE. BC M-11 am 3=1. (Z389b) U-13 am 2986b (-]y31b) 17.1 0A98 3A19b U-12 am 4=1. (-Usn.) 15.16 am =b. (-MMb.) (-IXb) 1244 a482 3mb. 16,17 OA® b - b Vft 317 am Mt. S-LS 0362 881b 742 020D 4931. Z16 11376 .861b 6.13 0211 5191. (-Mb.) 8-12 0L71 (-mb) -414b 416 a= 541b (-nw 04 0= 645b (4%bO B-n a= -Ixb `� �\ (�- � Cf-•EN S� I'll a= sake (-29/b) 744 0464 -1}97b 9.11 OAM 1.132b �� 11i0 1)n:dl�u: 2)lh(GLod-�,CBL euafnilmdhrtaamldd3dms8ebfvehedpheheaegmmpmdotdd60m8�tlodmdledmmPmd®ildf LL'�B¢-1)a118II,b 11AL PE 760o , i i ��J°bmappidbhePl��ehwbehe�mebl9'dt6immYl�aed�d63he2YumM�lmpc/¢.YIB�il-ZIQ/bimz3b9 7j(• ZZ ATE � 17/ 7"" NMCEA.vy�rtba�dma�n�beem�o�m�n onii nwn�m�me��smm�wnmmm.w��n�n�Mm.doesa apmh� ma®Pm�dnemomamse�ntvh�aws BranMBlasidy 13 cA®Imbmi�, nab' ad'mbu�dPo��46 '�i' 1®Ponmtde�,ban8s4emrcp�gemdh27mpacl�umdm&(bne03:ks'P.gd'veddGmaiofammmammm�p�ibl6e m�tyam�s,�-r��h.�maa,l�cz7a./uwnBass�m�P+��rd>�1va+Ie^obhbdm�ls�ngasals'.vrunb��ua�b,�u ls�be, 61u4m&*76011 Iro R 951 Southern Truss Companies, Inc. Truss: A6B SOUTHERN2590 N. l ingi Hooray > r*ctName: 1ffi3-DA Iksgler: ,•2. Soh,as 'fJf�U�S Fort Pierce, F134951 r Date: 27111I18 928:19AM 9 Tn>$ .COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax p8g: 1 cf 1 2017.7.1 PNW] btalmvelsar M Pitch Q(y CHL CHR CANT L CANTR PLIES Statue 1A GT/PLY 121 5/12 1 0-W ON 140 am 1 24h 219h 43-2-8 I 7�r1 6515 { S11-B 63.0 511-8 6fr0 4-0-8 1 7�r1 14-0-0 TV" A, 4M 32-0.0 39.2-0 43-2-6 T I 51f 12 3x41 11 2x10� 5X5- T 18 17 j 1x41 3x7- 4x4- 3x4- 4x4- U7- 10 T 3x9 - 1.5x5 1 0-0-0 0.0.0 0-4-0 j-0-0, :2-1 ES15 9-0-0 34-0 65 p 4 0 g 1-0�- r 7-0-1 14-0.0 23-4-0 32$-0 34.2-0 �4'�21 Loading General Deflection IJ (loc) Allowed I.md (ptQ 151(;Cbd:: PBC2D37/ TC: OW(1-� \htQC 038h L/M (1445) L/180 TOLL: 2D 1CSISM7 Ml-2014 BC: 094(1244) lh1I.i.: VAn LIM (14-15) Ln40 TCffi.: 7 lbpMbrb— 1% U%: OM(2.16) H=aL 016h 10 BOIL: 0 I1CII.: 123% Qnpl6mr,If¢�L9 Reaction Sm(rab7" 1f mp.' slntmmb. aca8n z Buda¢{55dh M.cR®¢ M®tCiavl7r� McWadlbffi Ma17atH Mm:lixv: I ftcmq 1 8h C..wma..y 3o0h ]j93h. - 714b. 714h 1226. 10432tall ) 1 1Sh - Mh lAmb�,, -77.2b, .7nb. Ob, Material .&mIIlydry $facing �W S1Il Inny TC 6P(AL9069a13)#234 erupt TC&emg ffimh.dallch.ot2-lOa,Aafudu�byOhua 1.3 EPOISM-2013)S53a � BC&•mE BC1613 SP �du;Bd..i46QBa1u&�3byCbm 1�82U4 M. SP(A1BXM12)Ml2.4 Loads SIIIy 1)16'sta�hmb'aod�alfahediekdmi lop�b.� dadieb.dldedadheds z>•1mm�b�b'®a�as�.e�dwaab.a�h®dm =a�-1oK9,6zf.4migtsQddwdip,rtl®oyno�n�.alva>�.s�a�rBa—Im1,oYae�lg >r ao�a7sisc-35�*-�•«,+�.xru�lv�ee:t�®1„tlxirlw.cozmew�aaa 9)6fuourn edsb.d.gb1BCI6b1607.1 ctt=gp%d Member Forces Snm uT 1bbkbdmftMmbc111m.xC$mac®t6vo1(uu.m�cfaa fd8a�ammademifaal TC 24 z3 34 "n am am --Wlb. -2X86e -2615b, 4d 6.7 M 0667 0681 am -2$99% -2jNh -2A7ob. &9 D" 2=b2 BC 10-11 0213 Ob. 1'1a a9>4 2,766ha (-1j2bh.) 16.17 0444 3,Z M 0.806.) 11-12 M1 h9 -4A51 1416 O.TID b h MI 0437 3 m Amb. tip. 2:17 aln Z726. 4-14 0M 413b, 812 01% 3886. (-rnm) a16 am -759b. 6.14 0177 4371. (-206s) 8-11 0.1% -67Ab. 3i16 BOB 739b. (-3296.) 6-12 OW .8D1b. 9.11 om 1980h. (-1,1Mh.) 416 am d94b. 742 0235 577b. (-2711.) 9-ID am -1}70bu TY>iss-to=tress Connections amroary ID Gard$- Q.YiCT— cmyig ,. n,. T18 A6B >m7 14.12 Z7Ddg 7) mMW&t9mTJ�6 \,\\0 H III /////� �\GENS�\`�� i / PE 76051 -fl ; YATE / �OR1D4.'�� S�OfVAL 1Jll'Il1tl0 Southem Truss Companies, Inc. Truss: A6D 2590Nkn S B��YSOUTHERN Plajectnme: 13DA TrumDmigrdc ; '71ROS Fort Pierce, F134951 Late: 9RMIS 92820AM $D .COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 \Fasces 2017.7.1 [B1ald2) MBtelialI ntl]-A velsm 1565 SPan Prtdl (Xy CHL m CANrL CANER PLIES SP69 WDTPPLY 4&N 5112 1 I ON am 1-0-0 1.40 1 24in 24516s 48-0-0 7-6-1 6-515 5.11-8 69-0 511.8 i 5.7� 1 4-11-14 7-6-1 140-0 19-11.8 26�-8 32.8-0 M3-4-10 38-38 7 2 48-0-0 3&15Y9.15 5x6- 3x4- 47- 3x4- 5x7/ 12 12 3 4 5 6 7 �5 5� W 3x4 / 5x6 HS 181 12 N lx4 / 2x10 i 0 i 2x10 51 / T 5x6 \ 11 11 T 19 lx4i 18 17 16 15 3x7- 5x5- 3x4- 5x8- 14 13 12 3x7- 5x9- W- 0-0-0 O8-0 661 6-515 im 94-0 9-0-0 6.11-0 7-4-8 7-&1 14�0 23-0-0 32-M T-7-8 47k0 B-0- LOW149 cieneral m Stiumrary Deflection L/ Qoc) Allowed (pst) B1k0b: B3C9117/ 7c: 0.75Q-9) V0 M 088h L/m8 (15.16) L/180 TCLL: 20 MI.2014 BC: 037(14-16) VAM! 039h L1999 (IS16) LMO TCEL: 7 Rq)Mbduslnm; Ya Veb: O81(844) Ow/cErm OMiP 9./999 (11.8) WIN BQd.: o nDL: 12596 Chm/(ffiL: Oh ZL/0 2LI0 BCa.: ]0 N-CIh 021h D P4sOge� 1A�} (15-7.1411) Ca-1t34A) (39-1312,1) (404744) (504L0,1) (60AM) (7D2M$78) (8093$'18) (90-U-14,11) (loo-011-LVA) pls-7d-0,B.) (12aa23-M) (130o2-Bs.) (laO•u3$R) (uflol-EA) (160013Ao) (1700j.8,1) (183-12;M) (190034t90.) ]iealtolb .&mIImrj . II' T4oe SitQ:ebo B'aVRdh Matrbl Bnd&zVR1h MexRma tda:(iav0lo@ 1da:Wndiloi@ b6mcUo16 1�>3R 1 Ph(VShfj 1 8h Cma@Maury 300N 3,7261s - 79765 -79/1* 4i6bs 11 owl" 1 8h 0..&N a 300b 1.716bs - -097hs -7971e Ole Nwerla1.amwnary Bracing S unniary T'C SP( IMM13)d22W ma{t '1C9tavg QAzhad244Bv7odeg+h➢�ea 1a SPW-905-2013)SSZW BC SP(AL�owS92.4 BM-& lh�dQBz(reda3-0,Aalodagiby� Va. SIPW-qC6-7Al2)M2o4 Loads Su mmty 1)7bb �haEan3�edf'ah�'mdebloptUoCm�adisbedpl®�dheds 2)11$1u8linsti®tr�dfab�ffehaf�dmmh�,•••+dam,-lowatrto6v�o�ei:Pa Imo>ELu.BugF�ed�1�a�E�arIIa-1.mb ffiu70f4738$h;-15 eFnd7 Tb 0iffi-dv b DCL- 60.0C7-Wdh4a 3)Mn®mri badgghem 661m71 gprd 11�mberForces&mrllary TlbkhdmKM®bzB matBa� (mmmmpcfaaid8caffmmazamVa� TC 1-2 0373 4007Ns 4.6 0752-3y23bs 89 0613 -3X6bs .. 2�3 e428 •V60h. 67 a738 -3ROla 9.30 030 -3. tlla 34 (1724-30551s 74 0732 -3306k 10•11 om 1M BC lld2 0484 3Tl9bs (Z20b.) 14-16 12.14 0m 3914b.-2305hs 16-18 0569 3j96k (-I.WN) 18.19 0471 3647hs 039 3 Ns-1927b. Bt1 04A 3 71e (-ZO31 bO ` f (-2ffllhe - VOb. 2.19 mlo 270b. 4.16 ti16 OM -=I. 6.16 0164 4mbs 0177 Mi. (4816s) 8-12 � -Ijw s �\ 1"� • +--+� /� 9318 0381 938bs (-MM) 6.14 aus ,5751e 9d2 OM1.317be (-Wzb.) 41e am -mbs 7.14 am mbs (4941a) 10-M mw -2991a �N Notes \� �` ` �1G 1)71aft.cb®1®AS=7.10O k 2)VrtQlmdHi¢lxeeLelaS®Imd6�lebhsNedpluheae�mnpmmtWd�timdidodmdhad,ompubdeaA91L+(S¢-1)zDO¢hamdet¢u�AtSt/1P1L ' \ 76051 t4l ..PF DWE81�� t... 6)L'9dandopffiedmsl-,dmMW8t8mE'& -G ` Y'EAT 0� �`.4 ORI1D 6�\ INAL 1I1111t1� ISIIICEA¢Qyad'hedag�s�b6�m�dbhoaelmmdraAsiNed�noftiNedYa�blasdm d� urea®drt�immG�gielt9heTYuuetMmdnoarmdni�tpmhamaag ®dmopllm®d'beetfah bs�6 >��'r��a��mlbra•N.nei��d�� 1ac�lrlrc�rQa,�d��a�rme B17aT1M Blealdy �1��44-TsCmp�BIDehemedn¢wihffit-Z7¢•Aiomam'P OB�Bs�h P�ffi�obxd(ga=18"whihhd'mism18E�8ephgor'3N18'.pNi� ah�lm®Nv ink& Southern Muss Companies, Inc. Truss: A7A tl � � 2590N. kin Ffi SOUTHERN Y Plojedl%bme: 1833DA T111sDesg= dho I lo U S Fort Pierce, F134951 Lace: 9rz 18 92921AM Tl�ns CGMPAN IES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: I a' 1 VxsiQc 2017.7.1 [B1ald2] NWmial DA3hw vmsiai: 156 Span Pitch Qty CEi1. CHR CANrL CANTR PLIES Spacing WGT/PLY 4 M 5112 1 am a" &M aw 1 24k, 22916s { 44-8.0 5614 511-2 7�r11 7-6-11 7-6-11 5-11-1 5-G-15 5-0.14 11-0-0 18-rr11 Z6.1-5 33-8.0 3&7-1 44-8-0 5x6/ tx4l 4x5- 3x4- 5x6\ 12 3 4 5 6 7 12 T 5'F- �5 3x4 / 3x4 \ 4x3 / 8 4x3 \ 1 a 7x7 1 7x7 l 9 T 17 16 15 14 13 12 1x4l 3x4- 4x4- 3xa- 3x4- 4x4- 11 10 3x4- 1x4l 0-0-0 0.a0 5fi-14 5-11-2 7-&11 7-6-11 7-6.11 511-1 5-0.15 5-0.14 11-0.0 185,11 2fi•1-5 33. 3}7-1 44.8-0 Loading General CK &mum" Deflection I/ (loc) Allowed Lwd (pd) B*Cbde: ROC2017/ TC: 093(4-6) VitC& 1173b L/716 (13.14) L/180 TCLL: M M11-2014 BC: 099(13-14) V aL: 034u L/999 (13.14) L/210 TCEL: 7 RepMkb-: Y. VWb: 098(3-14) H-aL* 02h 9 BCLL: 0 D.CB-: 125% 0.9%d.IX-20 P62Ca'a ): (1933•SOya) (21.173-IA) (3",3-UL) (4KWa) (50-V 0) (6 -M-AW CMA3-UL) (93-8.3-109a.) 00a+43S9a) (11WO) P";AA) (131•1234a) (14"34 a) (IM47,0A) (10-V A) (17D038,9D.) PeeaCtloII SIIIIIn" jr zw %HC1mbo %HVidh Md W pwi%¢Vih M-Rd Mm:G-upo@ MexVbdllof8 Mm U.M MacRae 1 ffa mq 1 81. Cm¢d m-" 3DDb 1.6S3hs - -742be -7421. 73b 9 HPnl(1I ) 1 13b - 3DDb 46MIx - -7421a -742bs 01. Material .&Bmia y Bracing -%meaty IC (K E SCS-W 3)SSW -qt TCB-..&-q-f-dorRd d2.3Al%.& sjPbgCh- 5-7 WW-- W13NR2" BC SP(WC6-7013)S834 -9* BCB CPS Shmhel 12.15 SPKS ]-2DI3)4Z2x4 Vas WKS05- M)M214 Bid: iSPW-m5.2D13)122d Leadsry 1)Itsa®host®d�,vit b��maomlDp��,ma,�ar l�dplaama� 2ylbha®h®b® m.M.0a.�n„ba,De/-lM,WZa�. dh4fL ffini08a4733$h-1s $I3tFadZmeTa�emdwb �hutna.4w,cczmeWalh4fl 3)Madmm Buige�hndogb amdeao:�38C 75661 W 71 hamo<teapyioi 114ember,Forces Swmiary M®bw»:kmuMm TC 1'12 0480 3,166h, 4d am 3b16ffi Hit 0.4A 3365% 2=3 0374 3p691a 6.7 0M-3b14ba 3d Ma -3#16he 78 am -30MI. t BC P2848 10 04SD ba (-IXSW 13.14 0995 3b14ha (-=b.) 17-1 045D 2^96° wl am 2M8ba (-Ixbs) 14.16 un zMba (-1p73b.) �1 U-13 0864 Z7891. 1EW W-17 0384 \ 2A49 1 - 1. 15mv 7:17 OaTl 121he 4-14 am 416hc (d0664 fll \ /'• / 0128 1551. 246 am -154ha 6.14 0.179 3696a (•fib') am -1556s �C L (� 316 alas 315 ho 6-13 0227 412bc .10 &10 OD50 124h 'F13 3.14 a982 996ba (-571ha) 0976 901. (Ab) PE 76051 �> 1)7�dtbb�mASCE'J-1Dmcdvmoailyhr7A7> SCb& 2)Wt(Bind%a(Rmshaafiml�dhv'emtalddhmmadsblvehedp%beacRompmeYofddielmdubdmdled ®11)di LL+arc-1):I10II.bamd AT801P1L 3)Min@�'mdotBmr,�'L13.hevb®A4�b�e��4�dbYh� \-"(T----Y""��1 iu 1.20025adm2A2 a)In�w�o�b�mgmoml��leh�pal�beav�� ® bbt'(Q1un�uedme�eoLm(�mwa-Ram�tr%bs�d�nctiama,aruv 1�.buusaa.Ra®ada7pad�g� - -o STATE �O ��/ tip- �r j7, CU 7)Litdu®dopT@<m�eheadonMP/HL9CIcFjbad'og / � \ `�R�_�'/�� it(I lll�� 1'un�n�Pr�bde�,abh�a�o�wmc7h�a�,altbbaH;innlmva;;mwima��e®a,w�am�plsabymraueMm�neca,ar3s�Rmh�em yrmaaap�otm��rat �h`8 B11MBlealdy 1>�enaadooeuanarogb�ma�asarro�homp�a�a�h�map,�®ahelo,��a�cbemau� o,e�u.adM�s,�-r�b��ais�z7a wlsw;bbdommla p��B)O��neo�rhrpr�d.lbe -a��P��em84P��hvmilrya �t�d391P'.ahBhd�bah�m�l8ggephk 6ma&e.ar6nsl R34n;R34931 I J � Southern Truss Companies, Inc. Tom: ADD o .. a.._V..,. ... in HG"^Wg�V PiciedMme: 1833DA2590N. ''hues Fart Pierce, F134951 Tll]§DC9gi7Pl; ft Date: 9l17/1018 92821AM Tnw COMPAIVIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 1 Ce1 N&siar 2017.71 [BuUd2i . . Mates Datkmvelsm M5 Span Pkh Qty CUL CHR CANrL CANrR PLIES Spacirg MUFLY 4800 5/12 1 ON 000 140 1.00 1 ?Am 247Px 46-0-0 I 6-0-14 5-112 7-rr11 7-6.11 7-fi-,1 1-7.8 411-8 S5. 6-&14 12-0-0 19fi-11 27-1-5 34-8.0 IY-1. 48-0-0 37-7-8 4-7-15-7-15 i I 12 5x8 HS 18 - 3x4- 5x7- 1x4 1 5x8 HS 19 5 T 5 12 3 4 5 6 7 6x10 %5x9 1 12 8 �5 3x4/ tx4/ 0 a I 2x10( 2x10( t 5x6 N 1 , T 19 18 17 16 15 14 1x4l 3x4- 5x5- 3x4- 3x8- 3x7HS18- I 13 12 3.5x8- 3x4- I 0-0-0 0-" 5�-14 5-,}2 7.6-11 7-&11 9-2.3 4-2-4 66-4 6�14 12-60 194r1;1 ZI-}5 36-38 40:7 12 47-60 Loadnig General (SI &Mwnau Deflection L/ (toe) Allowed Lmd BBS(kde: MCM171 T'C: 086(7A WCEL a95h L/564 (14-0) L/180 TQ,L: 20 791-2014 BC: OM(L5.16) Vh4L: 044h L/999 (15-16) LMO Tom,: u�: 7 rwmbdY. 18h: CM(I-13) F-Ca: a24k ll B=: 0 ML: 175% Qupr d- k-w BCC : 1 10 PksCff&(Sih =A* (15.71-01L) (21.12,3.19L) (313-2,4ap.) (41.123 A) (50Q28A) (6003890.) (70-2A•24 (8003-W) (90g3$11) (1DOQ3.13p1,) Q13.7,1-0,11) (12408,0) (13:1-IZ )1) (140-0,1.12A) (15M-W (161-1238A) (17002$A) Q84-83SpJ 09D-03S90.) ReactloIl .&mmiaxy ' 3r ria' Prz22b2 BxVBdh MW.W BaiB.N9Jh M.R d MmQavihiB M.aV"MM IdaIIoB MaAue 1 ffi(wdD 1 eh CmalM..m Mob 1,7J6m -797m ll ARo1(P14 1 8h CmmbM.mu, 3Dab 1,775m - 797m 7971. Jim -7971. Om Nflterlal . munary Bracing &m-tary SOM13)92 � iC�aa4g &e6dQAa�a24-gBabd�+4'oh� 33 GPMS05-70Q)ffi2,4 5-7 FPWM62013)S92a4 BC WKSOi9D13)SS2.4 BCB-5 6hmhei-Rd d444;N&djpbyCh- V0m 6pwzOr7012)Ili7.4 Loads Stinrmary 1)Tbi. hmb'®d�b1Op W-dwdiemdpisdndboh 2)Timb®h.b-&* dfarhed£tQadaifadbe�bemsdm¢xbA9Ch-7-lOmbhefo go$ddodip2l�mphofav HryomeC,Ai6'Eaha(Oh�p,Bu Q:$aiIIG�LOOZOnet�g ffis40ft47S1Rh-L79Nwx,C>-T.L%Ndbcmda6mask iDCE L60.m7-wdh49 3)Mn'®mgge9emdggbema�mxmIDC79hk160'71 hamath®gpid Membe> Foroesry 716ma�hd®heroan�moxa(mna�ra�da.�s®mQam�.� TC 112 ¢696 -wlbs 48 0582 4,2231. 8A 0.7D1 7,39b. .. 213 aW .35661. 67 0513 4=1. 9.10 a722 8/✓8'/m 34 am 4442b. 78 a3®-38261. 10.11 am he BC 11d2 aw 3,7m. (-2,225m) 15.16 0550 4j421bs (3764m) LM 0485 3,715m (-;107m) 12-13 a433 3X2m (-1,®9m) 16.18 0393 3y28m c-L734m)- 13-15 Dsas 30M m 1e-u odu 3 m m VR. Zi19 ao87 Z14m 4-0 0M 4Mb. (-3Mbm) 9-13 am m8m (405m) \\ N NA " B` 1 �� 2)18 am fi01m 6.15 am 4161e (407m) 9-12 a145 384m 9.122 (-219m) \ \ 318 a179 441m (74m) 7-U am 951m (486m) 0045 -311m 346 a447 P00m (-A6m) 7.13 0221 357m (-165m) �\ ` , ,v EtvSL�• i` ��i 4-16 0M 40b. 8.13 D495 -U101. ` ♦ �-"' 1 �7 PE 760 1)ihhd�hL dmA9Cfi7-IOn�damel6yhe7II7AooinBiddiogmde 1 51 2)V htQlmdBo¢Camfina6mlmdhev�m]ddhdmsdeblvehodPluheaRompmnafd�bad7mdmdhad®putrin➢ALL+piv-1hIril II.bem>�xbAHIllPfi 3) mnolfam;Chnh®oppfeib6ephtNaeln�vad�vaha6mndma7D",•••-.-. ThknmedndbyhdllvmMm�OuapeR:II11411.20f71�o23.69 `\� - Y A i ", 4)AovileedR�dre®gmPe'npmduB s) ® a�Dyri<amh�baem(.)da.aBaa.arclxn�m. do�abh,�®nwim�xt �Aj.�6�caB.�dd�a--e-a 6)L'9idwhdvptlbmdmdmadmMVl"A80atjmd4g, p ; STgTE 7 ` �� \ 1Nj�.-(5/��/ i0ORVDP" f'310N,at lllitt run�Am{yofhua¢�damd'im'�edbhee�aminmaTnedagnath'sudndLdb�emalm8�abemd�w+imlgmTw®h6m.Awcmdiasupmhwma ymd�gtammacheutmre6m�rnhhyheaudog n�a-Aemimhsd�mv�hdmm.�d'P��81'�iforhnasmopmmtd�dw�,n ,bQm.Qbys+ °�`a�`0 Br131M Bk,,�,7,�7 mmuf.Ovdbr5�m8R.g-Te0�61acha�dmmxi,FHaz7a.a1®muplmme70gmgsn��tddphk�e�obadb�.'�1EahiLna�m1& @ogepl�or'9818;ahihhdmbah�bnmBlgageph! BmdBiglfr6a51 Jj 2>90N Southem TIIISS COII1pffilES, Inc. Truss: A8PmjectIbme: SOUTHERN 2590N.1dng,I�ghway 1833DA ThmDek W: dic C® IardSchihcm x4 7RU5S Fort Pierce, F134951 late: 9=18 928:22AM Tnls VOMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pop: 1 cf1' Versa1:20I6.11.3 [BLD7d 10] MatetidDatkmvelsm 1565 S�- Pitch Q(Y CHL CUR CANfL CANER "Em Spacirg WGTMY 46M 5/12 1 004 004 140 140 1 24in 215rx I 46-8-0 1 5-7-12 as a sao ss-0 6-11-0 5.7-12 5-7-12 10-0-0 1a8-0 23-0-0 30-0-0 46-8-0 i 12 5x5 / 3x4 - 3x4- 4x5- 3x4 - 5x5 \ 3 4 5 6 7 5� 8 12 —I5 1x4 \ T 1x4 / 2A0 i 9 2x10 i I 11 4x7- 1 1 10 T 16 15 14 13 12 3x8- 4x5HS18- 3x4- 3x4- 4x5 HS 16- i 11 3x8- 0-M 0-0-0 s o-o a10-11 &1011 8.10-11 S 0 0 10-0-0 1610-11 ., Z7-&6 36-" a5&0 Loading Gmeral (SI Slllt nmT Deflection I/ (loc) Allowed Lmd 64 B*GA: F2C7D17/ TC: 035(4-5) vdm. L36b L/449 (L314) TQ.L:' 2D 1H1-2014 BC: aa(11-m VAIL: 033b L/971. a3-14) L/180 L/240 TCM: 7 BepMbdL— lb W 052(7--U) H-Ca: ark 10 BCLL: 0 DO.: 125% Q�Ihdrrl��D BCCL: 10 PbOH'�(Ltl(yAyrJ; (1314Y1A) (200313¢1) (3003$22) (4&OA48A) (5003.8A.) (600"A) (DAMA ( ) (90031395) (103.14SIA) (111-123SA) (12FQ2-0A) S1300.3-80) (1400341a) (15"7,OA) (16d 123.80) Reaction &mmlmy 3r 75R1 ftC-bo BgWdh Metre( pAditw& M-B®a M.Ge Upm m=%hlupm hb UW M.Eb& 1 %(W4 I 8b Cmv4M-w 3DOb 1.727b - -T75b 30 8Ac5(1RBj 1 Bb OmumMs vy 3DOb 1.7IJIe •775b -775bc .611e -7Eb Ob ' iTC Vlaiel7 Sl KSWWU)NZ TCRB-*wl.Rd..d4Q &d.�pby0bn BC SPQUB059D13)H92c4 BMe* BamM.P f-13-n-0,l &&*. yQh- A(tie 8P(A1BMW12)#32,4 Loads9-mulry 1)17mt�heebem d�dfah�'emdxblOpALo�dtmliebadpfmdsdbo� z)7b:bah®e®am;��r�be�d�bab�h.a�mmH lDCL-logbb�ra ffiwoir:aT338b-ss$]a4mazmen�l�ma�rxzPlso.ocumw&aa 3)Mv®m �gatiebedggba IDC6hb16Mh—db=.ppbd MelnberlForces Stumlary Mbbad k.M-bcMm<�o��164(om�Rra¢id;iemfnmm�®Irm� 7C 1.2 (L649 -3y14b 4.5 ow .4AMI. 8d 0694 3A)gb 2-3 a691-398be 3.7 aw dA13ba 9.20 060 3y1ab 3d a727 b 7.8 (1727 -3321b .. BC 10-11 0559 3383b ( mb.) LM4 0561 4$Olb (,2A60be) 16.1 0559 33mb (om.) ll'-13 0613 b-2442bv 14-16 0.613 4428 1b wb L36 0213 384b 5ld 0350 d26b 841 0431 U-1m ( 043 3-16 1 1$61be (489W 5.13 03M 126b 9-u am -384b 44I4 a214 15( � 27b (4t4he) 7d1 az-1319he - Nam GENS��•T�� 1)7b'ad�absalmA4'E-10m�mml6yhe'to17l�daBid6gmde �\ 2)1h1Q1eedHG¢CRta�n�olmdh®flddbdmdebivebedpfnheaaq�ampmetdddtSm�dodmdlmdmapoMavU9II.+� •I)rn�II.bRffiIffiL / ./ 3)Aq.*T*ultamr.Cq-"3.L�6®gp4dbbepYb wbo�Reinilryl:el}�Mm uQPc/q'�1g1-20QlBntim2A2 4)> Pb'�PmdeB. 51®h�msaaf0®tme4�(Qdt)mPrtdelhe6�m(e)fimnRoxsodt7.R®ddbeadepae�'6n@mad'hem��DWEIiQRBRAfEArobraS�bCLRemddc�gmolhmmgme ]1WF101FIlQatB 6)L�I�dvpmimti�6emimMWHtB[Lyhad�g \ i PE 760051 1 — � — ?t' � v gn`'� YSATE SS�dNA i t0NG ��49at'bed�Ftnmdm�edbbee�o 7bed �ofbsod deu®bh admd�aviamdrspimadtaypredb/h7h�Mmlifaticm*a-Rmhn gaod®pim®dhnfe®EmtEfabbybe8ddn8 >�^aelme�ba�.��r�ta�l®tgtabm�®pm�aa��wa�oNep�mabO,B:ca�n�l+� BriallMBleakly mmff d+dbySmgm3�m8-TeOmpao�cbeeadneeucbF3t27611f1®ck+P�08 35mbheq�edniPbse�abMedby�'+18"a�ud�®]B �0�°�hfamdonAtemo�phtr4tntbe �gepttdS4lB;vh'd,�d fsabgfiln®18 9udEgM6al1 j 2T9111N 9Il f� Southern Muss Companies, Inc. T� A9-D SSOUTHERN&S 2590 N. kin H B��Y Tra lNdme: Tnu�Iksgrea: 1833DA ft ,tSdbmCmTm TRUSS Fort Pierce, F134951 Date: 9MO18 9MMAM Thm COPAPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pap: 1 d3 n721 [&uad21 ibam velsial: 1565 1 Pitch Qiy CEL Cia CANrL CANER PLIES S)acirg ViR3T/PLY D 5/12 1 OD-0 000 1-00 1.00 2 12in 282As 4-21 j 1101 1 6.110 6.1-10 6.1-10 6-1-10 6.1-10 110-0 4-2-0 4�01-10 �3 3 26-0 13 32Fr6 38-0 0 42 6-0 468-0 12 6x8 HS 18% 4x4- 1x41 6x6 HS 18-SA- 4x4- W HS 18/ 12 5I— 3 4 5 6 7 8 9 —l5 T$ 1x4, 1x4/ 2tt8, 0 2KB i I 1 5x7- , 5x7- . „ T 19 18 17 44- Sx5HS18- 16 47- 15 4x4- 14 13 4x7- 12 4x4- I 4x7 - 5x5 HS 18 - �® ® ® ® Fill 8 8 8 ® ® ® ® FJ8-1 ®® 1 0-" }-0-Q 7-0-0 6.1-10 6-1-t0 _ 6.1-10 6-1-10 6� 1-10 7�0 8-0-0 14-1-10 26�3.3 i I 26413 32�i6 f 38$-0 458.0 Loading General CSI,%mv" aflection U (loc) Mowed Lmd (pef) B*M&: TWM171 7C: 05*1) VACR L29u L/403 05-16) L/20 1CLL: M 7P31-M14 BC: =0-16) W1I.: 056u L/92/ a5-119 L/740 ICCL: 7 ByMklw—: 14. Va: 0560-18) Lb m. 023u n Bax: i 0 RCL: I"% C pftc rxB u 11 mW(W4 1 8u CmamMemuy 300n Material .amrnary iC ffi(AL9CtMMSSW aaep[ % 6P(Am&m13)S9W 6A SP(H.3167013jSSL6 BC Epwa.3)S37x6 Va. SPWAOS-2012)#32.4 Loads 3jO/E. -lsalm -l=ls -231. 3301h. - -lyffih , -1,9�h Ob. Bracing &mtmry 7C&a1i& $ fld-P-bW39 HlBdadifpbyCb- BCBnmg �arAaimrt4•bgAdado�igfbmt OCENSF� PE 76051 r '` _= AO o flR I'D Qalcl O � N A N w �o o � N Z a o� �FM O N n 0 v qp G 0 .G .G.G .G .0 .F .9.9 .V.Q A A .9.9.9 A .0 .F .G .G .R.9 .0 .G .G .G .G .0 .9.0 .G.O AI ;4tT/ LL, ! O CL ` eIz 1�111� Sa v Y C.G.Y.G.O.O.O.O.O.9.9.0A.G.14.9.9.11 A.9 A.9 A.".9.G AAnna AAaAAAAaAaAn99an19Ann Ann aAAAnn nAAAAA I AAASAAAIAAAAAAA AAAAAAAAAAAAAAil A Aj AAAA M 22.3.3 Rag sill V y c k Southern Truss Companies, Inc. Tmss: A9G � � SOUTHERN 2590N. kings t ghwaY ProjecIbme: Tn isDmiV er: 1833d0A &r Can ,- �RtlSS Fort Pierce,F134951 Date: 927MIS 9.28MAM { Trm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 3 c'3 Uasm 2017.71 pMd2] Materialbihl mix 1565 Span Pitch QV CHL CHR CANfL CANER PLIES Spadg '"UMLY 4W 5/12 1 ON ON I-00 I-00 2 12m 282h DU -by-tam. Cbnn,rfiom wry Motes i �1 PE 76051 i ri 1 STATE �i��/SS/ONA Southern Tkuss Companies, Inc. 1i1>ss: (JL SOTHR:NI 2590 N. ]dn Highway PlaeR=e: T11ffi Ik igler: 183311A dhc CaU SdUk .r i 7RM Fort Pierce, F134951 Date: 9/l2/m18 MNAM Trim VOMPAN1ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pep: ION Vkrsar2016.113 [Bmld ]0] t 2vbnallaltabmvelsm 1565 Pitch Qt( CHL CHR CANrL CANER PLIES Spacirg MIMY 3.2.13 3.536/12 1 00-0 000 143 OOA 1 24in lorx 3-2.13 1-9-14 1-4-15 1-9.14 F 3-2.13 12 334 F- 2 t» 1-9-14 '113-15 1.9-14 32-13 I,oaft Grneral M wry Deflection L (loc) Allowed L®d (.0 Bib b&: MC2917/ TC: 017(1-2) WtQL 'kip L1999 (4-5) LABO TILL: 20 TK1-2014 BC: 021 t3-p \MIL: 0ur1P L1999 (4-5) L/UG 7UL: 7 Rq d1r2namx: Y. Vib: 010(Y5) O.YCE .: amb 2Lf701 (1-1) 2Lnw BCI.L: D DO, 10% rbm/CEIL: 001n 2LIM (1-I) 2LIIW 4 71M1" 1 25u 3 11Ba9(r"* 1 LSin Material Summary TC BkaRY B)II22.4 BC SpKBM2013)k22g VIEW S (W-s W12)02:4 Loads Summary 2)1b'sPo�k —,(,kd�d(vhl0P3kcm 2)TL'etu®k®bcn d.�dfahe'emdvndh&ns ffiwoit:a733ft1,=ss$ItiradZme7l�1&Leh 3)Ma®m m�eaG:hd'ggoe®amewhmC7hbi MemberljForces Summary 30011 79h -2M -05h 300k 41. Bracing a -20h -20h wrniny 7CB-bg ffi d-R.L-&MA&djpbyCbm BCE,.* Bb®*d.Rd..d6.3-0,Ausod*iymn imdb.k -laxbhi' �ddndkwtlw�or,- r ..a,.+Ya,..Fmiado�iHe.B CaSIIa-jw1. -1L010C2i M148 IpTa Mbk.&-X®baH .- S(me®K 4(��fav3d5e�a®mom -28h -Z1h Oh OMtilrriiN NA. 81 NGENs�� c � PE 76051 �> o ` s TF p � i�.c� ��ORI�P.'�\ Southem Tiuss Companies, Inc. Tms CJ4 SDUTHEiLN 2590 N. kin Hl &� �R'aY Pr*ct PlojedName: Tl1lQDesgler: dhc dhc ,,, TRUSS Fort Pierce, F134951 Datc: 9r=18 92&24AM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: I cf 2 �krsar,2016.11.3 [%ld 10] MaftTWDatsbmverdai 1565 Span Pkdl QV CHL, CHR CAM C4NfR PUPS Spadg WGTIPLY 566 3.535/12 2 am am 1.4.3 0-m l 12h 161ts 5-" 1=114 34.8 1-9-14 5." tx4t D3G J2A 0-0-0 0-0-0 1s1a � 1-10-10 13,a ,a•,a sae ss-5 � Loading General CSISUMMU7 Deflection L (loc) AIlowed Lmd B1 a&: B3C7a17/ TC: =Cz-3) gatQt: 0hup L/999 (56) WHO Ta.L: m TK 18014 .. BC: am"VWL: Ohls L1999 (56) L/= TC L: 7 RrpMb h—: Ns vm: omR-0 Ca! om: amh 1 ZL/999 (1-1) ZLI170 Bab: o DCL: 10% CbWCa72.: Oh ZL/m (1-1) ZL/120 I Fn(m, 1 limh CmahMamay mm wl. -79ha 3 a9cl(�Paq 1 D313h CmmbM=.y 3DOh 8/ha -271A 3ha 4 Md(l)=) 1 15h - 30oh 19hs - 3 71 r I 1Jh Mh Mls -491a MaiEra1 Stinmmry Bracing Rmmkry ymgdQAcS s�634Bnfod�i9 BC :,PWZ05-ID13)#Z7a4 BC&emg 6Lmhedaac6mQ634Baiad�lY� vAb. pp n1smwu)N w Loads Iry Fbnd Loads 7tpmd bll-0 Dam BatCSd b11-0 Up 78pOzd 2.11-0 Up 1dolCLd I 2-ll-0 UP LmdCase Dl: StdDpadTnad pom Lodda M®6c Lamina laadm 71pmd ` 2-11-0 D— ffimd i 2ll-0 Dam 71pmd 2-12-0 Up BdCSd 2-11-0 up Member Forocs SiuRmry 7C II�Z ono aou. BC _ 4:-5 aou 01. Mira 2-6 am 2531>. (•1 mP1SS ti t,m C Dnnecctloins &ninny 7ha 13ha Z7ba 17ha 17E. e�roaa�astrac(�:t�1ea,a< .Vb. ob oha -491. Oh \\�\111111 11 /o/ ,�GENSF•�� i P E 76051 ;r 1 � -a S ATE _ ARID lvAL /I1liil1l\ i, Southern Ti-ass Comprnies, Inc. IIUbS: t..,)o 2 590 N. lan HI S3 ghwaY ProjedNm3e: 1833--DA - ".... SOUTHERN Tluslksg= dr `TRUSS Fort Pierce, F134951 rok: 927MI8 912825AM � saDe��+ COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 1 d2 Thm Vasco: 2016.113 [&Dld 101 Mat nalatabmv=m: 3Z Poch Qv CHL CUR C4NrL CANER PLIES Slacig IMPLY 1124 3.535112 4 ON am 14-3 am 1 12 m 41I1s � � -944 59-14 3-&B 111-24 .9.14 i 7-7-12 11-24 7 1X41 J2 I J4 1-9-14 59-14 1-9.14 7-7-12 Loading General M &mana►y Deflection IJ Lard (pd) B*C b: MC20171 TC: 0.16(Z-3) WCEL• U09u L/999 TYI.L: M TA1-2014 nC: 0!1(/-1) VALL: amin L/999 �ffi; 173% R9�: 0Z1 Q->) BOLL; I o DQL: �QIIL: n06u ZL/3�33 s Elam-) 1 LSh 3DOh 9901a -ma 4 MIAM-D I LSh 3DOh 82E. - -601. Material & miny Bracing Spry TC i?W-qM-Ml3)#22x4 7CE-9 Bimfieicnai�tb3-0,Aufndo�fy0hrm BC CPW--4 -2013)#22a4 13M it & 65mfielaAulos�bZO,Bdndeg by0hea VA. SP(ALgM=12)W2M 3\ J6 A9G J6 A1117G 0-0-0 3-6-8 11-24 Anowed L/180 LIM Win 2L/120 238hs ohs -Qb. ohs minks Lamm Dh6. Lind Tribes& .. 71pC6d b11-0 Up 131s Bawd 2-I1.0 DP 271t Bawd T,p(hd 211.0 3.8-15 UP D— 27h 424sUP 21. Jbplbd 8.614 Dona 80hv Bachd 84-14 Dom 6hs DIMA 8614 D— 61. \ / P E 76051 � -a 5 ATE NAL E�G ��\\ �IIllllt�� Southern Truss Compmies, Inc. CJ8 ' 2590 N. kin Hi Project ama: 1833I1A SOUTHEpN � Sh�Y Trml)a Tn>$Ixsg�: din Can==dSdW=TM •-TRUSS Pat Pierce, F134951 Date: 9=18 M.25AM Tnm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 2c[2 Uasm 2016113 [B1nld 10] Mateliellkt 6p v=m 1565 Span Pitch Qty CBL CER CANfL CANER PLIES Spacitg WGT/PLY 1144 3.535/12 4 I ON 00.0 14-3 Ow 1 12in 41lls LcadCase'Dl:SIdD adlcad I Fbivt Loads Mew Dies. L d Trb9Rdb mvcu ! zu-0 UP 17he Bawd 1 2-11-0 IIp 17Le mpcu 2.11.0 Up 1A. Bachd 2.11-0 Up Me MvC1-d 54-15 Dam 14b- sand -&ls Dam z0b. -spCLd 5&3 Dam labs Barad 5&15 Dam 20be Tipmd 8614 Dam 31bs BdCl d 8614 Dam 42bs 7bpcbd 8614 Dam 31bs BotCLd 86.14 Doer 421. i Member Forces S1mmarys�1n®�uw�ts TC 1.2 6741 d97bs 2.3 6759 Wlbe -5®bs 3d 0.442 916s -Abe BC 56 0388 b17M 67 0514 -07be 7.1 0514 illl. •503bs Nis f z-7 a121 3811. 0196-) M 0108 265k. 3-5 0233 735be (-Glib-) Thm,tIo-trm Qm ections Smramry mbs PE 76051 ttia J�,* 1 -n STATE p INO NAL lliill „) i Southern 1'I11SS Companies, Inc. 3DA SD-SOUTHERNTHSOUTHERN2590N.IdnpsHigmay PB7 dlbme: 18 ThwDesiaw. dhc 'MUSS Fort Pierce, Fl 34951 Date:1a 92826AM C I Tnxs COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 1 cf2 Vaskix 2017.7.1 PMd2] h&t:r Databm vmskn 15fi5 . HTl Pitch Qty CIL CHR CANTL CANTR PLM spmfi ; WGT/PLY 7-p 5112 1 ON ON 140 aw 1 12h 401hs 7-” 1 B o 14 0 2-8.0 1-B-0 1-aD 3-0-0 5'8-0 7.4-0 �5.03 12 5.02 4x5- 4x5- 4) ® J4 CJ4 ® J4 CJ4 0-0.0 4\ 2-8.0 18 0 5-" 7'4-0 Loading General M wry Deflection iJ Qoc) Aflowed L.d (p� BibC.&: 13302D37/ TC: 037(1d) Vhm, OOIb L/999 I" L/130 TC[.L: 20 TAI-2014 BC: QZ" VALL: OOlu LN99 7 LIM 7VI.: 7 PAAfri— m vRb: 02 " C.A/CEM: 002b 2L/M (1-1) SL/120 M.L: ! 0 DOL: IU% QWCEEL: 00lb 2LIM (1-1) 2LAW 6 B .Icwq 1 6u 10—&M,may ON. qp 1Vla,C1JJ,l Stiur "y TC . �W—g0b7D13)#22c4 BC ULEIMM13)#22c6 Will, Sp(AL906m D12)tJ2K4 Loads �umrary 1JadCaselxl: WLive i®d PaintrAab M-bw I Lm6m Diadu I.md Tbl Bturd 1-2-12 Darn 667b, 74b 76pCid 300 Dam 30b, BalCbd 3-0-0 Dam 31. 'Apmd 3012 Dam 426, 24n Baml 3b12 Dp 2bi 24il 7bplbd 44-0 Dam 426, 24b BaHbd 44-0 Dp 26 24u 7bpcbd 5.74 Dam 426, 24h BliOd 344 Dp 21. 24u 'DpCd 5-&0 Dam 30b, Bawd 500 Dam 3bs 7tpOd 300 Dam 61. BaChd 3-00 Dam 106, mpchd 34-12 Dam 14b 24b Bdchd 34.12 Dam 2014 24b 7bpcbd 440 Dam 14b, 24u Baload 44-0 Dam 206a 24u 7hpmd 574 Dam 14bs 24b BRmd 3-74 Dam 20b, 24u 76pmd 3&0 Dmm 66, ButCid 5S0 Dam lob, Rmcingammay TCB aRffk d&34T.&&*lbyQhau BCPnmg 9iabdarllaficm63o,Bafada�by0h- 6 1.5x3 1 �Y PE 76051 i r -13 S ATE / p �j.c� •�COR}OP'��'�� NAL / Ilil i s 1 .A Southern Thiss Compimies, Inc. Thas: D3GProjDalBme: SOUTHERN 2590 N. kings Hghway TrtwDesigw. 1833DA ft arg Sduh=Tm ccmpl -Touso Fat Pierce, Fl 34951 Date: 91=18 M26AM - J. COMPANIES (800)232-0509 (772)464-4160 (772)318-0016Fax PaF: 2of2 V=16. 7.7., Pkd2j MawnalDatabmv=m LMS S4.- Pftch w CHL CHR CANfL CANER PLIES Sp-T MUFLY 7�O 5/12 1 No ON 140 &W I 12h 40Rx Miezribeir Forces %mmary Tbkzd.W&- I k=.wCSL.--.M.; f..fdfflfi---id TC �-2 o37e 657b.. (412h)134 am 7013. (-Uhl) 2-3 a228 224b =b. (-59bs) w 6-7 m81 She ams m9b. l- 74 aw .1. Vm. m : u0mo 331 (-=b� .17 w" -MA. (..)14-7 F Mt. (-145 b.) on 236b. (-ffibo nuns-t6-him -Cbnaecfioi3s Saamary I - li \� �� L�GE1VSc`��T��-�% PE 76051 0 9 /VAI LNG\\�\� md d& fw& &bnM B m—fi, II =b. leaW i Southern Truss Companies, Inc. 1MSS: J2 `, 2590 N. kn&SAY PmjedNme: 1833DA TnzsDesgm dhc ConpCm,tSa +- TR1l0 Fort Pierce, F134951 Date: 9/L22D18 92 VAM I Tass COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax ice. 1 cf 1 Mrsan2016.lL3 [Bt9d 10) NfeWnaID&bamvel cm l-W Span Pilch QY CHL CER CMUL C.AWrR FLIES Spacfrg WGT)PLY 200 5/12 10 000 00-0 140 000 1 2351 716s 2-0-0 0.8-0 1-0 0 2-0.0 12 5r Tj 1x41 3 Il T I 4 5 IX41 CJ4.CJ8 CJB 0-0-0 0-0-0 1.4-0 0-B-0 1-0-0 2.0.0 a�'g 1 General CMSm retry Deflection U Q-) Allowed (psQ Hkf3Codr. FBC2717/ TC: 0MCZ-3) vdm. Obl@ LIM (43) L/180 ad. T: 29 TP11-001a BC: mnp-p VAM On18 L/999 (45) L= TaL: 7 B6pIdbr1— Y. le: DM(Z-5) Qv�.: 0Mb 2L/999 a-1) 2LIM Bad,: 0 nOL: us% Cbst/a-0L: 0'v w/999 (1-1) 2L/120 A Hid 3 HM Meter TC BC wbe Loads hates 1 LSh I Uc Forces Sunnary c am -73he f am 06 f am 219bs 0 tnm Cbffiections Smnamry 3110h Bloc dabs d3C 3DDn 36be -306e -27h Bracing Snm ny TCB-bg 9lcmdmRffbsd63-0.Bhe&jpby0hn BCB.wg 9—lW.Rd=lo4gPmbdmpbyCh. -IM OC fa Wdh4fL a160o�h p�sGIi�tlPadtnd s6�$uYIIa� . •1ao,Lc�wdmaaBid 'ffik'vd�IdmhaID�c�.n>Qamlf q(ma�fn¢i'd8a�asmma:�mitvoj date Ob. nobs Ob. PE 76051ZZ —O Y 17/ ` `.�4 0RID /fX;/`jSS��NA{- I/1fII111� �+ l Tres Velsm:2016113 jBlaldl0) Matelialbata weversim 156 SOUTHEtim TRUSS VOMPAN IES Southern Truss Companies, Inc. 2590 N. lan gsHgliway Fort Piaoe, F134951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax PmjeTrud J2A PlojectlF�le: 1833�A TnsDes=: dh0 Date: 9/1X�018 92827AM Pop: i OC 1 Span Pich Qtr CHL CHR C.4NrL CANER PLIES Spaft V PLY TO 5/12 2 00-0 am 040 000 1 24in 41hs F-Lgp--� 1-40 12 5F- Ti 2 1.Sx31 1 N 11 T 5 3 1.Sx31 4 0.0-0 0-0-0 0-0-01-0.0' Loadilig General CR Stinmmry Deflection IJ (1oc) Allowed Lmd (peg B*CA: IBC1Di7/ 7C: 00i(1-2) VAM. Oa LIM 'S L/180 TQ.L: 20 1A3-0D14 BC: am(;- vdL: ob L/999 5 UND TCCL: 7 14PTda;lmmc: -& WI: 0.10(1.5) Halt• Da 2 Ba.L: ate-: D m Dm: 123% chwF-dw —20 4 Yn(X90 1 nn (�ma A--y amn bD• - -!do :t a9 44ID 3 1 L5b - 3ma 10 dbs -31. 41. - 2 HMO( 64 1 LSa - 3110a 291. - -36be -36b 01. Material &nmmry Bracing Summary TC 8P023042013)&29 7cn..x Fai d6.34F.&d.�phyCb. BC SpKs ml3)#22M BC&-g ffi"-lQAMmn1064F dqpbltlma Wbe fPW5X-2012)932<4 Loads Sc nmmry Member Forces Simnury —daft.) 7C 11'2 am -321a I 1 BC 114 =8 Ob �4-5 0018 441. (-aW VAb. I 1-5 aloe -nb, 1 I)r—t tress Cbmec Lions wry \\\\\\llifll//� XGE PE 76051 . -0 TIATEte f tp Iflill Southern Truss Comp"es, Inc. Tmss: A ' SOUTHERN 2590 N. kin H1 gs ghway Pmjectnme: 1833•D�A TrmDesg=: ft Can 5` ,1N Mm Fort Pierce, Fl 34951 Date: .91=18 92828AM M Tnum COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: i d 1 tikasm 2016.11.3 [BuRd 10] MaterialDahe xwversa]: 1565 Sp- Pitch Qly C11L CUR CANPL CANER PLIES Slacig IWT/PLY 40a 5112 11 ON am 140 am 1 ?Am 12lls 4-0-0 1-4-0 24e-0 Y 4-0 4-0-0 a 3 IX41 p3G dOG CJ8 CJB 0-0-0 04)-0 7 4-0 2-8-0 4-0 iling General CR S}m nwy Deflection IJ (roc) Allowed r (paQ B%O,&: MC2017/ TC: 03CM) WaL 0n L/999 (4-5) L/180 Ta.L: 2D 7P31-M14 BC: 02(4-5) {MLL: .3P L/999 (4-3) . LMD MIL: 7 BgiMkl--: Y. Wb: NO(L-5) Omt/�II.: OOlu 2L/999 0-1) a./lm BQ.L: 0 am: lssw Q t/CEML: oil 7L/999 0.1) MAW 4 8Aa1(1 * 1 LSu - 3 EMa ni j 1 lSu - Materlal S mxx=7 m E (WACI&=U) W BC SP0L90L2Dl3)I2ZA Sae 8P(Ai8mwv)02ui Loads Swxwmuv Forces Smmmry a112 -182he coat Okn 0101 318W H try allnK ions SlmarNy 3DOu 41Lh 3DDn Oka - -67h 41k BTa&g """`ma TCB&ad.X tbefidaHaimat63-0,Aarude b/Ckea BC@amg SbmLdarAd eilo44Hihd�6l'O6e% �al�m 160,OCZ—VAeddnel�C1Wmph�,t:• k•••..C.A:aFa�Q pli>�g u9IIa-ImzO.edi -1DD,CL7mWib48 BTd Mbkkdim U-b® Dkaac a®timq(m 6>¢i'dS�fiwaiata&Vacj l)Thh&jpchecdmA9Cr,7-1D_ amodLyhe7Dl7liodaH ga.& 2)VdMmdao¢ Q.cfwv --:; dd'ddld dtmdmd6ed � a-l)i11dI II.aaam�ax�A48fAHL 3)AgiefdaognlSmr,O1-1.L7,h®hm94Ldb6ephbhmelra>�n¢da,�wLa®�Tidbybe7a auaeP.Y'=1-20D28emm7A.2 4>fi®bfi®a�mdinsfvge{�lbaprt�m�A6mgcQotadmmmla®elm&alb�ovBalbm36anm�mdnmdapin - uhellmdmBm�y. s)LikWwd mMWMSC (vkaa& Ob. M �OW I I I11/��/ XGE.Ns�.Tf PE 76051 r � \ S. ATE Southern Thiss Companies, Inc. IM JO "MMO SOUTHEIRM 2590 N. king; Highway CCMPq=tScht=— '-fROSS Fat Pierce, Fl 34951 Date: 9=18 92&29AM I Thm COMPAIVIES (800)232-0509 (772)464-4160 (772)318-0016Fax Pap: ICU Vw�=XRUPuW) MatmWD6b=v=si= W I I Sp- Pitch QY CUL CUR CANrL CANER PLIES SPaft MT/PLY 600 5/12 8 ON 00 I -GO OIN I 24fti 18RE 60-0 4-8-0 4-0 6-M z --T 5 IX51 p,,g.q 0-0-0 0-" i 4-" 6-0-0 Loading General CSI Sminny jp�flewfion IJ (loc) Xiowed ,g L.d BVSCD&: MC2DI7/ TC. OA6" amb L/M W5) L1180 TOLL: M TF1 1-2D14 BM 032(5-1) VAM: 001h L/M WS) L/M Tom.: 7 PPmkI--: Y. M: 01604 cmwam; I amb MISM (1-1) M/M BOLL: 0 xkM.: W% Q.1/CML: 092UP M/999 (1-1) 2WI20 TZ3;iO 1 1 15 il 30DM ME. 1 Material aunriary Brachw &==Ty 7C dPWSO5-1013)422.4 TCBmd* M-*-d.Add6-3-DA&dmjybyCh- Bc W(ld8MOB)O22.4 BM-W &a&dwftbldlO-D-indmpbyCh.. VAb. 214 Loads db1Vp43.2-ddLvhWWdd1-b W. fth73LSANIB�dZ-TmRN&IIdvAb,,iidDOL-1fiD.CCZ-VrIlh4fL qpw Mwiber Forces &mmmuy i TC I i-2 QM -283b. &I b, BC 14-5 am Ob. 11 F. § r F M. 12 -5 am 491h, (-Z71bs)l Truss -to -truss Orawdolls &MMIU7 Notec OW 4?/ PE 76051 .K- kA7 0 S'3/ONAIL//I I I I I10\ Southern Timm Companies, Inc. Tmss: J8 SOUTHERN 2590 N. kin � �� P1ojednme: 1833D-A ,nwDmipw. dr cmipcmrt Soluhars— CSS Fart Pierce, F134951 Date: 91=18 9029AM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pagr: 1 c'2 Va 2017.7.1 P&2] Marsha Dkebamvelsim: 1565 Span Pad1 Qly CUL CER CANPL CANER PLIES Sp,69 WMELY &W 5/12 34 ON 000 1-W 000 1 24h 24N I so.o I �4-0 e-6-0 I a0-o I 5 lx5l A11m I 004 0-0-0 � 1 4-0 &0-0 Loading General CSI &mwnaq De w ion I/ Qoc) Allowed Lend (p6ti) BUSM&: PEER/ 7c: OB2" W OU al" L/403 (4.5) L/180 I 1P21-ID14 8C: O51(H) Wtm: 00. L/999 (4-1) LNO 7ClZ.: 7 RipMbrl— Y. : OIl(L-3) OWCEM: m6unP 2LIM 0-1) 2Ln20 BC1.L: 0 IDOL: W% C.VQlfl.L: WAR 2Lrm (1.1) 2L/IID 7 Yn(l4 1 4 HReI(11-) 1 3 Bma(* I Mat"i:il .Sim,, TC OP(At80L2011) 73C _ Z�4(N�-7D13) vmx M(nlSM=) J Oads sLmxniy 15u - 300u 121hv - Ish - 330n 133hv - -162b Forces Smn=7 I�1'BCmg ammuy' 1C&egg tb®Ldcllaimnt63N1+du�bl�a 13CIIremg $6t6elarAalmetlDOgA�fid�b/mea iad6ed: -im,0CZ WJh4Rdndopd lwai(Au L+�o�eGAiyF(m6FdipH�iGgmYguyIIa�L(IO�O�eatBf -I60,OCZ,mWdh4fl WW 7rm1aIIlm Q L9f,®cQ�(m®Rfvat'dffaeYfcmOQQllfv� Obe -162hc OEa PE 76061 ` AYTE i 4OR1Dp'�' ss/0NAt LNG ��\\ ��I I I I I1\\