Loading...
338 4TH ST REVISION ROOF TRUSS H .\ ,, �� '° J , FILE COP'( CITY OF ATLANTIC BEACH ` 4 800 Seminole Road .a r x S1 ` �� S Atlantic Beach, Florida 32233 J r Telephone (904) 247 -5800 FAX (904) 247 -5845 ________) REVISION REQUEST SHEET Date: OZ. Received by: Permit er le - ', iZ _ 33i Resubmitted: Original Plans Examiner: ' Sone i Project Address: . . .t`` S Project Name: Contractor: C.4- De% ►y Z_LL Contact Name: t . 4:IA e SS ■ Ir,q Contact Phone : 0 `l -dim - ens Z Contact e -mail: ►Y1 ess Am- c r aoe-r , 09 • X . c- Revision / Plan Check /Permit Fee (s) Due: $ Descri s tion of Pro , osed Revision to Existin . Permit: O 1 - iG_ _ C R6A.., prv�„cl eve.,,-4, Li - - --1 s - Ne.,4.1 r�� i ._mot a Additional Increase in Building Value: $ Site Plan Revised: Additional S.F. Public W / U Approval: By signing below. I (print name) � _ Ad - t is inclusive of the • - .posed change . affirm that the above revision /i ■ C Signature" � ontrac Ir / Agent (Con ractor nnrs — a i,L valuation) Date Office Use Only ( s�•l6 1- cap vfz Date. y • A pproved : Rejected: Not : I Plan Review Comments: APR 2016 l. " ' � nrart 1 ♦ , Congacl 1 i CO n'1 VC( C10 lc) pi C L -u p • •S�L/j c- off 1' V/ Department review required Yes No Building ,�,^ Planning & Zoning �' /' t Tree Administrator Public Works Plaits Examiner 4 // Public Utilities S- , / Public Safety 6 Fire Services Date Created 8/20/15 Rev. 2 1 C17 n d n n td O a n i ° o o z • • cA A W N pz N b A Ui N - W N O A r 'O O f9 cC 0 c CYO (/) Z o ' x a) 2 V) H o .4- .-1, C O O 9 O Cl ,. a n ril e - 0 v r a o' 0 — O 0' u~ o ( 12 • 7 c c, < a 2 -' V) a y ' g act pz a a s o. o b TO r 4.q a q UQ 0 . 0 o I c; o ° a broom ` `e ` /.Q m Y Y a q ,Z w H 0 CD U Z w o ° = H -9 CA - I -t 't " 0- C macr o -1. z 'V C Y 'o .0 ,-0 .0 d cn cn m d b 0 ao > M ril 7 ,,'Z .17' q' n k O O no = C J t o v, L i c m o d � ' d ?: © 0 0 0 ° _. : n co co 7 n O O O cr a 7 ., a. 0 cit �' `r 0 w tll '. .7 r. - v, O a 'O a 0 O n 7 O - 0 0 7 7 O ► 7 0 a 0 0 GJ 0 J ell C -0 r- 'v 0 , ••0 'v - c.) tr7 C. N P .... o P 'o va ,_, a o ci, a 11 o P ^: 'o 7 7 � ' a d C4 o + 7 o n co = o . • O ❑ ,, CJ ° o o a = n MI ` D u x m 8 o o o CD Q. a w ¢ o + a a .o a o �� 23 '71 � � � � CD • 2 1'17 O N C Fi v, x a a ' a' P . + 'o 00 n '� 0 a a N II 7 O rn T� prate + 'O go 7 '•. 00.. O 0 O Wr/ i. a a 0 o 7 a '. C �N - 0 A' a " izlb 00 Q O 0 0 0 ` 1 ° `O O .-s O •t V) ta 0 '0 P11 n In o O b0 rn J 7 .2 p C . = y 7 r v C v) ''n '11 1 ' 1 V) '71 �n 'ri " ' CP cr a rr rrrr w rrrrrr rr r r r 0 o cr rL1 0.3 0 O O N S W tw coo O, O, a\ a1 G\ 4\ LA N N N '. 0 r. fD 0 a 0 ch A N N W o O O o 0 o O J N Cr, • '•' `� c) W la la U 0 V' 0 N N N --. N .--• N ■-• p a 'C " CD W a ✓ r © "' C • © 0 0 : +, - • ` 7 '< a O It O a 0 �n on r , • ° " o x c � o ;� • ti 4o � �` � A° a -p� - ow t.,a, -.ny w ztil TO A ° • O Z y az c • 0 a0 N n� c< � 2 o o bn o ° o ° a o y t" a O y o 0 0 "+ 'ti oc A O e a A z "o ,0 ,.,.( ›. o �,c CA r° 0 o v' r w � a o y� E rs • b , r ( 4 c• to o A o - co a§ o 0 �- 5 w N o . � " . o b 0 q° v x w 5 0 CA CA q ° a te , a c w ° , f D `I ^-' ..- moo Z �o w as o L4 p a. i w as y O' N a. PO 't3 O 0 `° v 0 "Cl O oo w CZ r7 o C o . a a o o- o - ". 6 ..0 . v' c ro r C tty _§ E 2 . 3 . >< R �• p 1 o o ` A a s::: = C vr Q' O ' 7 r `A - ,_ ON r (f0 w �'�- :° r cr w ° ° 0 b 1 '-� .- 0 . 0-f PO 0 011 O w a 0 a . ° c o Q . w w G v ET 0 •p r ig. o Psn a " o ° CD 2 50 CD 0 c v V- < a. CD 0 o o 9 5 5. E .o '71 e li o cr , , r t-, r y r t l r" t-' A A 4 ° www ro V,O1 "' o '"' �-. ---• N N w T CD p., (9 _ q::' N J O CFO A N N w 1 - — O c w .PIJN ' • N g a n r 0 ccp C 0 A a. ,. O 01- PD C < 9 G - CD w 32-08-00 MOO illia i iii d BCS II ill 2.. BUILDING COMPONENT SUPPLY, INC. ii 4627 JP HALL BLVD. SUITE 208 -I1 2'I, , . GREEN DOVE SPRINGS, FL 32043 II 2...1 / ❑ . 9 0 4.297.9390 / , , II .. it Fm . 1' , F: 904.529.1 4 ❑6 2 ' * " " "T" B EARING H EIGHTS o F09 1 . -03 1= F09 1 .. l,� i 0 F09 1 . -08 1 ❑ 1 1 /8 F09 1 m /f '� , 1 ' F09 1-0 -03 /// // 2 1 ' - 9 11 2 1 F09 1 ' . F02 It } a 2.. n F09 1"10 lk A L . A A. 2 3 -9" I F07 F09 1-0 -03 . .r 2 � ` F09 1 .,: 11 F09 ////, F02 .., 2 . �Ell F09 1 ..... L / / / /// $ „.. 'r O F09 1 . m n 'II 2 ! ... . Fro F09 1 • -03 0 ' . C Fog 1.-03 THIS IS A TRUSS PLACEMENT ' ` F03 ` " " F04 " ° PTO 1 .3 DIAGRAM ONLY. na.. F06 F11 1 , 03 ° These trusses are designed as individual building components to be F05 F11 1' 433 incorporated into the building design at 3435430 Fos ° F11 1. -03 the specification of the building 7140. F06 F17 1. designer. See individual design sheets w' FOB F„ „ , E8 for each truss design identified on the placement drawing. The building FOB ° 71 1 ' designer is responsible for temporary Me F11 . 1 and permanent bracing of the roof and =11111..111 floor system and for the overall structure. The design of the truss ' •ii support structure including headers, iM .i beams, walls, and columns is the $ _ _ responsibility of the building designer. $ '� •i For general guidance regarding _� -1� , ��i bracing, consult "Bracing of Wood __ _ i Trusses" available from the Truss Plate I,. IM I,M . I,��,III„Vi�?- i_ . /lIM Institute, 583 D'Onifrio Drive; Madison, 2414•CII,ILF/9i II � , WI 53179. E ATTENTION. R efer to truss layout and engineering 11 Ili documents that arrive with delivered field trusses. .'_ ME Unless noted otherwise, all beams are Ui i by others. .ii� REVISION DATE ��— roi- CHECKED BY 00!00!1 5 dl MI A ii CLIENT SH DESIGN 1 .. N I I .,�� ATLANTIC BEACH SUBDIVISION DIV ISION „ .� I I I I I� I I� I SMITH 13-0400 21-04 MO DEL RESIDENCE I 3W8-00 ELEVATION A Floor Truss Connector List Beam Schedule 4_ Manuf Product Qty BMt 1 -3/4" x 18" x 20' 11 -1/4" LVL 2 2 DRAWN BY F USP THD46 8 BM2 1 -3/4" x 18" x 4' 2" LVL 2 2 LOT BM3 1 -3/4" x 18" x 11' 3-1/2" LVL 2 2 C B DATE FIRST FLOOR LAYOUT 13/5 03/23/201 6 I SCALE: NTS R EE# 9682 1 i 34 -08.00 I PI ilii�l =l�i�jli =l�l�llMl�1 =11 %1►/ /III //.IVMMIKI! %/ IN/III /�i�!�II / /21le�/III I/1.II //!11/MOI MMAINI /I L% 1� r‘f?. illiW l Ul i 0 2 -00 -00 \ T 0 1 0 2- 00-00 1 , 1 2 -00-00 T03 1-() T04 Tos 1 EEE 707 A 1 -00-00 1 TO8 7- 0•-00111— TC T AIII M� -4 --- - - - : II ,use. �. .� i .. 8 — 2-08-00 c � 3 - .... #00 8- o JUS24 n ' J25B U . .. fa 2-00-00 i ., ., 2 wrimmilm p ._ Ili orii ..,\ if . . 71114 r et ie i I 1 I° 17 I L.. Aggi low 21 G 7 I !1 !i� �Nei►���AINIM►�IMMIMIElk !tea_, 718 I�I1IMI�IUI I I ,- I, 2 i � .i -- 18 M! 2 -00 -00 is 11 2 -00 -00 T18 c M.1 1 Q 2 -00 -00 1 ` - ■s 2 -00 I i s 2 -00 -00 T20 1 y � X33 „ 111 g T21 N,0 d J03A i � `.. . � 01 n S ✓ �S += e 0F AI -' _ -� ° e 2 -00-00 I1• 1 - -� WEI/iOlVIRMI!1I/II/1J ���i _(.154 f 6 1 - II I FRAME BOTT OF WALL TO FLAT TOP CHORD OF FTO8 BELOW 15 -04-00 2-08-00 12 -00-00 2-08-00 i' ^ ov 34 -08-00 ., . Roof Truss Connector List Manuf Product Qty SP JUS24 3 SP THD26 1 SP THD26 -2 1 USP THDH28 -3 1 SECOND FLOOR LAYOUT SCALE: NTS -- mils Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 9682SH - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: SH Design Project Name: Model: Smith Residence Tampa, FL 33610-4115 Lot/Block: Smith Residence Subdivision: Atlantic Beach Address: 338 4th St City: Atlantic Beach State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Apex License #: 71457 Address: 4745 Sutton Park Court, Ste 402 City: Jacksonville State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7 -10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 82 individual, dated Truss Design Drawings and 0 Additiopal.Draw'n.s., With my seal affixed to this sheet, I hereby certify that I am the Truss Design Eng( P -; @A Sty conforms to 61G15- 31.003, section 5 of the Florida Board of Professional Engin - u 1 0 -ark court, Suite 402 No. Seal# Truss Name Date No. Seal# Truss Name Date T8289680 F01 3/24/016 18 T8289697 FT06 � acksonvil 04 -82 200 3/24/01, ' L C- of Author zation No. 7547 12 T8289681 1 F02 3/24/016 119 T8289698 FT07 3/24/01 ;\ 3 T8289682 F03 3/24/016 20 T8289699 I FT08 3/24/016 \, . P DRAW! G REVIEW DISPOSITION 4 T8289683 F04 3/24/016 21 T8289700 HJO7 3/24/016 in : ROVE , L APPROVED AS NOTED 5 1T8289684 F05 3/24/016 122 1T8289701 I HJO7C 3/24/016 b ♦ in: ROVE OVED 6 1T8289685 F06 1 3/24/016 123 T8289702 1 HJ13 1 3/24/016 7 T8289686 1 F07 1 3/24/016 124 1T8289703 1 HJ15 3/24/016 _. DATE 3 " 1 ! . 1 T8289687 1 F08 1 3/24/016 125 1T8289704 1 HJ17 3/24/016 1 T8289688 F09 Der B �f Record: 9 I � 3/24/016 126 I T8289705 HJ27 3/24/016 Dereic B. Murray 10 1T8289689 1 F10 1 3/24/016 127 1T8289706 HJ27B 3/24/016 1 FL Curt No. 71457 11 1 T8289690 F11 1 3/24/016 128 1T8289707 1J01 3/24/016 1 12 1T8289691 FG01 1 3/24/016 129 T8289708 I, J01 A 3/24/016 1 TTENTION: Review of shop dr. n• is 13 1T8289692 _FG02 1 3/24/016130 T8289709 1J03 3/24/016 niy for conformance with the , - si ' concept 14 1 T8289693 FT02 3/24/016 131 T8289710 1 J03A 3/24/016 1of the project and does riot - Iiev - h- 15 1 T8289694 FT03 13/24/016 132 T8289711 1 J03C 3/24/016 ldelegated engineer of re .onsi. i , .r any 16 1 T8289695 1 FT04 1 3/24/016 133 T8289712 1 J05 3/24/016 ldeviation from the req - - .f e 17 T8289696 FT05 1 3/24/016 134 T8289713 1 J05C 3/24/016 'errors documents . .r fr. - - sp.nsibility for errors or omissio ;in t ..p ,, rawings. The truss drawing(s) referenced above have been prepared by MiTek % 011 1 1 4i, I Inc. under my direct supervision based on the parameters . • ' P • •5•,, •i, provided by Building Component Supply. .`��•• �c• • • 2 Truss Design Engineer's Name: Albani, Thomas . ,0 39380 My license renewal date for the state of Florida is February 28, 2017. '= IMPORTANT NOTE: Truss En ineer's res onsibilit is sole) for -° ' �' 9 p Y y �?� . STATE OF : iv ; design of individual trusses based upon design parameters show n7 :O . •. , <v: on referenced truss drawings. Parameters have not been verified C , '0, '•• .OR 1 v .** . as appropriate for any use. Any location identification specified is C/) � i.„ / O NAL�?�` - for file reference only and has not been used in preparing design. 1 – HH41„1►10 Suitability of truss designs for any particular building is the 147 Thomas A. Alban' PENo.39380 responsibility of the building designer, not the Truss Engineer, C- MRek USA, Inc. FLCert 6634 per ANSIJTPI -1, Chapter 2. n Parke East Blvd. Tampa FL33s , o March 24,2016 FILE COPS Albani, Thomas 1 of 2 RE: 9682SH - Site Information: Customer Info: SH Design Project Name: Model: Smith Residence Lot/Block: Smith Residence Subdivision: Atlantic Beach Address: 338 4th St City: Atlantic Beach State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 35 T8289714 J07 1 3/24/016 78 T8289757 T26 3/24/016 36 T8289715 I J07B 3/24/016 79 1T8289758 1T27 1 3/24/016 1 37 T8289716 1 J07C 3/24/016 80 1 T8289759 1T28 1 3/24/016 1 38 T8289717 1J09 3/24/016 81 1T8289760 1T29 1 3/24/016 1 39 T8289718 1J 11 3/24/016 82 1T8289761 1 T30 1 3/24/016 40 T8289719 1J 13 3/24/016 41 T8289720 ' J 15 3/24/016 42 T8289721 J 17 3/24/016 43 T8289722 J21 3/24/016 44 T8289723 J21B 3/24/01 45 T8289724 J23 3/24/016 46 T8289725 J23B 3/24/016 47 T8289726 J25 3/24/016 48 T8289727 J25B 3/24/016 49 T8289728 J27 3/24/016 50 T8289729 J27A 3/24/016 51 T8289730 J33 3/24/016 52 T8289731 J35 3/24/016 53 T8289732 T01 3/24/016 54 T8289733 T02 3/24/016 55 T8289734 T03 3/24/016 56 T8289735 T04 3/24/016 57 T8289736 T05 3/24/016 58 T8289737 T06 3/24/016 59 ; T8289738 T07 3/24/016 60 ; T8289739 T08 3/24/016 61 T8289740 T09 3/24/016 62 T8289741 T10 3/24/016 63 T8289742 T11 3/24/016 64 T8289743 T12 3/24/016 65 T8289744 T13 3/24/016 66 T8289745 T14 3/24/016 67 T8289746 T15 3/24/016 68 T8289747 T16 3/24/016 69 T8289748 T17 3/24/016 70 i T8289749 T18 3/24/016 71 T8289750 T19 3/24/016 72 T8289751 T20 3/24/016 73 T8289752 T21 3/24/016 74 T8289753 T22 3/24/016 75 T8289754 T23 3/24/016 76 T8289755 T24 3/24/016 77 T8289756 T25 3/24/016 2 of 2 Job Truss Truss Type Qty Ply I T8289680' 9682SH F01 GABLE 1 1 Job Reference (optional) I Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:08:53 2016 Page 1 I D: rHjOKzg _xvLBXOD73Rh9BvzYj6U -uNc1 QeX7wSd L7B ?gM5aO3Tkrgrd9tkx2Bs4hmJzYOOe 0 - -8 Scale = 1:22.5 3x6 = 1 4 _ 2 3 4 5 6 7 8 9 10 11 Mil . 1111111111111 2 0 ■ m , \ — G •• ••.•...• •..•....••••••..• • •iii0;iiiiiiii:i iiiiiiiiii 2; :;:iiii;:;02 ;• 22 21 1 . 19 ............•.•... 18.................... 17....................., s....................... 15........ ...........14.................- 13 ........................ 12 ! 3x4 = 3x4 = 3x4 = 3x4 1: 1 -6 -12 I 2 -10 -12 4 -2 -12 I 5 -6 -12 , 6 -9 -10 8 -0 -8 9 -4 -8 10 - - I 12 - - I 13 - - 1 -6 -12 1 - - 1 -4 -0 1 -4 -0 1 -2 -14 1 -2 -14 1 -4 -0 1 -4 -0 1 -4 -0 1 -6 -12 Plate Offsets (X,Y) -- [13:0 -1 -8, Edge], [21:0- 1- 8,Edge] LOADING (psf) SPACING 2 - - CSI. I DEFL. in (loc) 1 /dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - r/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 69 Ib FT = 20%F, 11 %E LUMBER BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10 -0 -0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10 -0 -0 oc bracing: 21- 22,12 -13. REACTIONS. All bearings 13 -7 -4. (Ib) - Max Gray All reactions 250 Ib or less at joint(s) 22, 12, 21, 13, 17, 14, 15, 16, 20, 19, 18 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1 -4 -0 oc. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. , A •�` • GE No 39380 . ,: 5 ' S , � N A ; � Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: March 24,2016 n 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MllekSO connectors. This design Is based only upon parameters shown. and is for an individual building component. not igi a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TPI1 Qualify Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Aiexandda, VA 22314. Tampa. FL 33610 Job i Truss Truss Type Qty Ply T8289681 9682SH F02 Floor 11 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:08:54 2016 Page 1 I D: rHjOKzg xvLBXOD73Rh9BvzYj6U- MZAPe _YmhmmCkLZOwo5dchGy5Frmc46CQW q EIIzYOOd 0 -1 -8 H 1 - - 0 -11 -14 I 1 -4 -0 1 0 -11 -14 I OA T ES B Scald = 1:23.7 4x6 = 4 x 6 = 1.5x3 = 1.5x3 II 1.5x3 II 1.5x3 = 1 2 3 4 5 6 7 8 17 �11.� a -0 a\ r �� �l ��. 18 o . i / � q ao WA am • pm as ih.Tir lw r= 15 14 13 12 11 10 O 4x6 = 4x6 = f 11 gg 6 -10 -137 -5-4 6-4-6 6 -3 -2 0 -0-12 01118 14-0-12 i 6 -4 -6 0 -3 -5 0 -5 -11 Plate Offsets (X,Y) -- [1 :Edge,0 -1 -8], [8:0- 1- 8,Edge], [12:0- 1- 8,Edge], [13:0- 1- 8,Edge] I LOADING (psf) SPACING- 2 - - CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.08 12 -13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(TL) -0.12 12 -13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 78 Ib FT = 20 %F, 11 % E LUMBER BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (Ib /size) 16= 753/0 -4 -12, 9= 753/0 -5 -8 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -16 =- 749/0, 8 -9 =- 749/0, 1 -2 =- 651/0, 2-3=-1520/0, 3 -4 =- 1891/0, 4 -5 =- 1891/0, 5 -6 =- 1891/0, 6-7=-1520/0, 7-8=-651/0 BOT CHORD 14- 15= 0/1221, 13- 14= 0/1797, 12- 13= 0/1891, 11- 12= 0/1797, 10 -11= 0/1221 WEBS 1 -15= 0/894, 2 -15 =- 846/0, 2 -14= 0/446, 3 -14 =- 411/0, 3-13=-73/362, 8 -10= 0/894, 7 -10 =- 846/0, 7 -11= 0/446, 6 -11 =- 411 /0, 6 -12 =- 73/362 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Strongbacks to 2 x 6 be attached to walis outer a ends or restrained by other means. with 3 -1Od (0.131" X 3 ") nails. ,, `, ` , PS A, Al 1 , , ' I No 39380 ' -tr. • t . le\- ' . r � ' 4 . i, 'ii "0 N A� �� Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 is a WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. lhls design is based only upon parameters shown, and Is for an individual building component not a Truss system. Before use. the building designer must verify the appllcab8lty of design parameters and properly Incorporate this design into the overall bxMding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional Temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Infury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of muses and inns systems, seOANSI/TPI I Quality Criteria, 058 -89 and SCSI Building Component 6904 Parke East BNd. Safety information available from lruss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply T8289682 9682SH 1F03 GABLE 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:08:54 2016 Page 1 ID: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- MZAPe _YmhmmCkLZ0wo5dchG0YFzOcACCQW gEllzY00d 0 ofd Scale = 1:13.8 1 3x4 = 2 3 4 5 6 7 L L 15 — ifi 0 1 III ❖ •:::• 14 13 12 11 1 9 8 3x4 = 3x4 = 3x4 = 1 - 6 - 12 2 - 10 - 12 4 - 2 - 12 5 - 6 - 12 6 - 10 - 12 7 - 5 - 4 1 - - 1 - - – -- I. _ . _ . -- 1.4.0 ._.... -1a -o - - x_40 -- I 0.6.8 I Plate Offsets (X,Y) -- [13:0 -1 -8, Edge] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(TL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.04 Horz(TL) 0.00 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 41 Ib FT = 20%F, 11%E LUMBER BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 7 -5 -4 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10 -0 -0 oc bracing: 13 -14. REACTIONS. All bearings 7 -5 -4. (Ib) - Max Uplift All uplift 100 Ib or less at joint(s) 8 Max Gray All reactions 250 Ib or Tess at joint(s) 14, 8, 13, 12, 11, 10, 9 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1 -4 -0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. fit' "1 � � / � � �, Strongbacks to be attached to walls at their outer ends or restrained by other means. 0% * PS A q� e ,,,` V� G E N ` , . ��� \ 5 • 9 .` '!. No 39380 * • r,, .ma �.:�v ee i 'ee s 'ONA; ' C O s Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 ■ 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown. and Is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T8289683 9682SH F04 GABLE 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:08:55 2016 Page 1 I D: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- gmknrKZOS3u3M V8DTVcs9upBBfIXLdQLfAZnrCzYOOc Scale =1:11.3 1 3x6 — 2 3 4 5 6 • 12 9 w •A ..e.::•.❖ :•.❖ :•:❖ :•.❖ :•:❖ :•:•:❖ :•::e❖ :•:•:: e•.❖:•:❖:•:•:•: �.❖: �.❖:❖.:❖::❖:•.❖:•.❖:❖:❖:•:•.•.❖ :•: ❖::•:: ❖: ❖:•:.�: ❖:•.•: ❖: ❖.•.• �i�i�i�i�i�i�:'•: ::: ••::... ❖. ❖. ❖. ❖.•. ❖. ❖. ❖. �..•..... ❖.. ❖.•. ❖. ❖. ❖.•.❖ ....... ❖. ❖.•. ❖.•.•. ❖.•. ❖ . ......................... 11 10 9 8 7 3x4 3x4 = 3x6 = 1 -6 -12 2 -10 -12 4 -2 -12 5 -6 -12 6 -0 -8 1 -6 -12 1-4-0 - 1 -4 -0 1 -4 -0 0-5 -12 Plate Offsets (X,Y) -- [10:0- 1- 8,Edgej, [11:Edge,0 -1 -81 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (hoc) 1 /dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 35 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 6 -0 -8. (Ib) - Max Gray All reactions 250 Ib or less at joint(s) 11, 7, 10, 9, 8 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1 -4 -0 oc. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. ``` ,r,� P 11 1I q . .......... c e 41... E N . '9 1i • • No 39380 • �& . ......... R ; •r,; $ ,, l` to �v� Thomas A. Alban) PE No.39380 MIT* USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 � r 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. TMs design is based only upon parameters shown, and Is for an Individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication- storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information avdlable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandlia, VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply 1 I T8289684 9682SH F05 Floor 2 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:08:55 2016 Page 1 I D: rHjoKzg_ xvLBXOD73Rh9BvzYj6U- gmknrKZOS3u3MV8DTVcs9up7zfF3LbFLfAZnrCzY0oc Max. gap between edge of bearing and end vertical or diagonal web is 1/2". 0 - - 1-3-0 1 -0 -0 3x6 II 3x4 I I 3x6 = Scale = 1:11.7 1 2 3 4 3x4 = 5 I I --11 . 4, 1.5x3 11 3x4 = 10 9 8 7 6 1.5x3 i I 3x4 = 3x4 II 0 -5-0 1 -9 -0 2 -4 -0 5 -9 -8 0-5-0 1 -4 -0 I 0 -7 -0 3 - - Plate Offsets (X,Y) -- [4:0- 1- 8,Edge], [9:0- 1- 8,Edge) LOADING (psf) SPACING- 1 -7 -3 CSI. DEFL. in (loc) 1 /dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.01 7 - >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) - 0.02 7 - 8 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.18 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/ PI2007 I (Matrix) Weight: 36 Ib FT = 20 %F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5 -9 -8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10 - - oc bracing. REACTIONS. (lb /size) 6= 249 /Mechanical, 1= 245/0 -3 -8 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-264/0, 3-4= -266/0 BOT CHORD 8- 9= 0/266, 7 -8 =0/266 WEBS 2 -9 =0/368 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. , SS% ONS,A' 44 .`�� .•GEN e i No 39380 _. .� " . OR, O . . . Q 4 '," �SiO X Thomas A AlbaniPE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 . A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek© connectors. this design is based only upon parameters shown, and Is for a r Individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent tracing MiTek' B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /7PI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Informaton available from Truss Plate Institute, 218 N. lee Street, Suite 312, Alexarxiria, VA 22314. Tampa, FL 33610 Job (Truss [ Truss Type Qty Ply ' T8289685 9682SH F06 Floor 5 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:08:56 2016 Page 1 ID: rHjoKzg xvLBXOD73Rh9BvzYj6U- IyI93ga0DNOw _ejP1D75h6MF42ZR4 ?kUugJLNezYOOb 0 -3 -0 1-3-0 I 0 -10-8 Scale = 1:17.5 Max. gap between edge of bearing and end vertical or diagonal web is 1/2". 3x6 I I 1.5x3 II 3x6 - 1 2 3 4 5 6 7 ...1111111111 l aM , i a i , 1 o m I • 13 12 11 10 9 8 1.5x3 H 050 1 - 9 - 0 234 i 9-5-0 0 -5-0 1 -4 -0 0 -6 -4 7 - - Plate Offsets (X,Y) -- [3:0- 1- 8,Edge], [11:0- 1- 8,Edge], [12:0- 1- 8,Edge] LOADING (psf) SPACING 1 - - CSI. DEFL. in (loc) 1 /dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) - 0.04 10 - >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(TL) -0.06 10 -11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight: 55 Ib FT = 20 %F, 11 %E LUMBER BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 8= 408 /Mechanical, 1= 405/0 -3 -8 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 7 -8 =- 403/0, 2 -3 =- 529/0, 3-4=-535/0, 4 -5 =- 535/0, 5 -6 =- 666/0, 6 -7= -319/0 BOT CHORD 11- 12= 0/535, 10- 11= 0/697, 9 -10 =0/599 WEBS 3 -12 =- 418/0, 2 -12= 0/740, 7 -9= 0/451, 6 -9 =- 416/0, 5 -11= -259/0 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. $ !P$ . A l i i % `e .•••*G °I. • No 39380 %om 411,0r-0A"— C:.,-;,'," �� ; /I S� �NAI.��..N NN • iIuuuii' Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 I / i s. Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITekS connectors. This design is based only upon parameters shown, and Is for an bldividual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' Is always required tor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. seeANSI /TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexondria, VA 22314. Tampa. FL 33610 Job ITruss Truss Type Qty Ply T8289686 9682SH F07 Floor 1 1 f i Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:08:56 2016 Page 1 ID: rHj0Kzg xvLBXOD73Rh9BvzYj6U- Iy193ga0DNOw_ejP1 D75h6MDy2Ts4 ?GUugJLNezYOOb 1 -3 -0 1 1 -2 -8 01 Scale = 1:17.3 1.5x3 II 1.5x3 II 1 2 3 4 5 6 I - / !!15 . / \ , _ x3 = 0 I 12 11 10 9 8 W 9 -5 -8 9 -5-8 Plate Offsets (X,Y) -- [6:0- 1- 8,Edge], [8:0- 1- 8,Edge], [9:0- 1- 8,Edge], [12:Edge,0 -1 -8] LOADING (psf) SPACING 2 - - CSI. DEFL. in (loc) I /dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.09 9 -10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.14 9 -10 >770 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 55 lb FT = 20 %F, 11 %E LUMBER BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (Ib /size) 12= 506 /Mechanical, 7= 500/0 -3 -8 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -12 =- 497/0, 6-7=-554/0, 1 -2 =- 391/0, 2 -3 =- 829/0, 3 -4 =- 594/0, 4 -5 =- 594/0, 5 -6= -594/0 BOT CHORD 10- 11= 0/742, 9- 10= 0/851, 8 -9 =0/594 WEBS 1 -11= 0/553, 2 -11 =- 521/0, 3 -9 =- 393/0, 6 -8= 0/804, 5 -8= -376/0 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 0,40{11 1,1 j /ii. ` . oPS A. S • -7 , � • No 39389. • - *' • . 2.- • • " 0R10. / \ ∎ • Thomas A. Alban' PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 mg A WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7973 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. h is design is based only upon parameters shown. and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall balding design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPl1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tnus Plate Institute, 218 N. Lee Street, Suite 312, Alexondda, VA 22314. Tampa, FL 33610 .Job Truss Truss Type Qty Ply T8289687 9682SH F08 GABLE 1 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:08:57 2016 Page 1 ID: rHjoKzg_ xvLBXOD73Rh9BvzYj6U- m8rXG ?ae_h8nbolbbwf KEJuXoS_5pXxe6U2uv4zY0Oa 0 8 Scale = 1:16.7 3x4 1 3x4 = 1 2 3 4 5 6 7 8 1 ii IIIIIIIItri . 17 O 16 15 14 13 12 11 10 9 3 3x4 = 3x4 = 0 -10 -12 I 2 -2 -12 3 -6 -12 4 -10 -12 I 6 -2 -12 7 - - 12 9 - - _____ 0 - 10 - 12 1 -4 -0 1-4 -0 1 -4 -0 1 -4 -0 1 -4 -0 1 - - 12 Plate Offsets (X,Y) -- [1:Edge,0 -1 -8], [8:0- 1- 8,Edge], [10:0- 1- 8,Edge], [16:Edge,0 -1 -8] LOADING (psf) SPACING- 2 -0 -0 CSI. I DEFL. in (loc) I /defl Ud PLATES GRIP TCLL 40.0 I Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight: 48 Ib FT = 20 %F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 9 -1 -8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 9 -1 -8. (Ib) - Max Grav All reactions 250 Ib or less at joint(s) 16, 9, 10, 11, 12, 13, 14, 15 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1 -4 -0 oc. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. ,,,0 %BPS 1 111 f i t' ,, LL 1 ....... E N s • •� • No 39380 ''' ►IIn Thomas A. Mani PE No.39380 MITek USA, Inc. FL CAR 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 is 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mliek® connectors. TMs design is based only upon parameters shown. and Is for an Individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /T911 Quality Criteria, DSB -89 and SCSI Building Component Safety Information available from lruss Plate Institute, 218 N. Lee Street, Suite 312, Nexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T82896881 9682SH F09 FLOOR 14 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:08:57 2016 Page 1 ID: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- m8rXG? ae_ hfinbolbbwfKEJuOeSmlpO5e6U2uv4zYOOa 0 -1 -8 H I 1-3-0 I 1 -3 -4 0 1_8 Sc91'e = 1:35.1 4x6 = 4x6 = 1.5x3 = 4x6 = 1.5x3 1 3x6 FP = 4x6 = 1.5x3 = 1 2 3 4 5 6 7 8 9 10 11 24 r 1 / \ / \ / \ / \ / WA Mill 25 . 22 21 20 19 18 17 16 15 14 13 �� 4x6 = 3x8 MT2OHS FP = 1.5x3 11 4x6 = 4x6 = 4x6 = 1 -6 -0 4 -0 -0 I 6 -6 -0 I 11 -9 -4 I 14 -3 -4 I 16 -9 -4 { 19 -3 -4 20 -9 -4 1 -6 -0 2 -6 -0 2 -6 -0 5-3 -4 2 -6 -0 2 -6 -0 2 -6 -0 1 -6 -0 Plate Offsets (X,Y) -- [1:Edge,0 -1 -8], [6:0- 1- 8,Edge], [11:0- 1- 8,Edge], [18:0- 1- 8,Edge] LOADING (psf) SPACING 1 - - CSI. DEFL. in (loc) 1 /dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.27 16 -17 >905 360 MT20 244/190 TCDL 17.1 Lumber DOL 1.00 BC 0.91 Vert(LL) -0.50 16 -17 >496 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.09 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight: 111 Ib FT = 20%F, 11%E LUMBER BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5 -4 -14 oc purlins, BOT CHORD 2x4 SP No.2(flat) `Except` except end verticals. 12 -20: 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb /size) 23= 1013/0 -4 -12, 12= 1013/0 -3 -8 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -23 =- 1009/0, 11 -12 =- 1009/0, 1 -2 =- 917/0, 2 -3 =- 2314/0, 3-4=-3222/0, 4 -5 =- 3774/0, 5-6=-3774/0, 6 -8 =- 3701/0, 8 -9 =- 3233/0, 9 -10 =- 2311/0, 10- 11= -918/0 BOT CHORD 21- 22= 0/1734, 19- 21= 0/2872, 18- 19= 0/3569, 17- 18= 0/3774, 16- 17= 0/3774, 15- 16= 0/3583, 14- 15= 0/2868, 13- 14= 0/1735 WEBS 11- 13= 0/1263, 1- 22= 0/1262, 10-13=-1214/0, 2-22=-1214/0, 10- 14= 0/857, 2- 21= 0/863, 9 -14 =- 828/0, 3-21=-829/0, 9 -15= 0/542, 3 -19= 0/520, 8 -15 =- 521/0, 4-19=-516/0, 8 -16 =- 9/316, 4 -18 =- 42/523, 6 -16 =- 354/155 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. `% %0II I I 3) All plates are 3x4 MT20 unless otherwise indicated. �� P A. q ii i 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. . OM • �e . 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. � � k \ X .•• \ G E N s -fl, i � • Strongbacks to be attached to walls at their outer ends or restrained by other means. •" F S / • No 39380 • ::"... 13 1 vi or • e - a. Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 moms Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE 145 -7473 rev. 10/03/2015 BEFORE USE. mi Design valid for use only with MITek®O connectors. This design is based only upon parameters shown, and is for an kidMdual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall uilding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary an Ml l d permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, seeANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, State 312, Atexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T8289689 9682SH I F10 FLOOR 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:08:58 2016 Page 1 I D: rHjOKzg _ xvLBXOD73Rh9BvzYj6U -ELPvU LbGI_ GeDyto9eAZmXRZ8s79YgOnL8oSRXzYOOZ 0 -1 -8 1 -3-0 1 -0 4 0- Sc re = 1:35.1 4x6 = 8x10 = 1.5x3 = 1.5x3 1 3x6 FP = 4x6 = 1.5x3 = 1 2 3 4 5 6 7 8 9 10 11 12 25 iliL �w ■rA ■w ���■w =��i ;r_�l 26 0 / \ pm WA WIE *JP e !!!!T!!T}RTY. - 23 22 21 20 19 18 17 16 15 4x6 = 3x6 FP= 1.5x3 '.1 4x6 = 6x8 = 8x10 = 10 -3 -4 10 -3 -2 11 -4-12 10 -1 -10 11 -1 -12 I 9 -1 -8 110 -014 I 11 -0 -4 11 - 19 -0 -8 19 -1 20 -9 -4 9 -1 -8 0 -11-6 d -0 -2 0-4 -8 7 -6 -4 0-4-4 1 -7 -8 0- 0- 1M -9 -0 0 -3 -0 0 -1 -8 0 -1 -8 Plate Offsets (X,Y) -- [1:Edge,0 -1 -8], [6:0- 1- 8,Edge], [9:0- 1- 12,Edge], [12:0- 1- 8,Edge], [13:Edge,0 -1 -8], (16:0- 1- 12,Edge], [19:0- 1- 8,Edge], [26:0- 1- 8,0 -1 -8] LOADING (psf) SPACING 1 - - CSI. DEFL. in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.15 19 -21 >999 360 MT20 244/190 TCDL 17.1 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.27 19 -21 >837 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.04 14 n/a n/a BCDL 5.0 Code FBC2014/fP12007 (Matrix) Weight: 115 Ib FT = 20%F, 11 %E I LUMBER BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) 'Except` BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing, Except: 12 -13: 2x4 SP No.2(flat) 6 -0 -0 oc bracing: 14- 15,13 -14. REACTIONS. (Ib /size) 24= 786/0 -4 -12, 13=-1870/2-0-0, 14= 3110/2 -0 -0, 14= 3110/2 -0 -0 Max Uplift 13=- 1870(LC 1) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 1 -24 =- 782/0, 12- 13= 0/1865, 1 -2 =- 692/0, 2 -3 =- 1671/0, 3 -4 =- 2185/0, 4 -5 =- 2204/0, 5 -6 =- 2204/0, 6- 8=- 1848/0, 8- 9=- 1011/0, 9- 10= 0/290, 10- 11= 0/2077, 11- 12= 0/2077 BOT CHORD 22- 23= 0/1301, 21- 22= 0/2028, 19- 21= 0/2307, 18- 19= 0/2204, 17- 18= 0/2204, 16- 17= 0/1528, 15- 16= 0/470, 14 -15 =- 1060/0 WEBS 1 -23= 0/951, 2 -23= 905/0, 2 -22= 0/551, 3 -22 =- 531/0, 4 -19 =- 304/145, 10- 14=- 1439/0, 10- 15= 0/1146, 9 -15 =- 1129/0, 9- 16= 0/804, 8- 16=- 769/0, 8- 17= 0/487, 12 -14 =- 2758/0, 6- 17= -574/0 NOTES - 1) 2) All plates are f 3 4 unless otherwise indicated. this design. %% %t. S i A . A�� 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1870 Ib uplift at joint 13. �� 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. •: •N.• G E N . s C e ^/2 ∎ • 5) This truss has large uplift reaction(s) from gravity load case(s) at joint 13. Proper connection is required to secure truss \ F •.. / •• against upward movement at the bearings. Building designer must provide for uplift reactions indicated. : N O • 39380 •:. • 6) Recommen 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. - Strongbacks to be attached to walls at their outer ends or restrained by other means. — 7) CAUTION, Do not erect truss backwards. 7. 7....P T E •w • ° ° ,,�. SS.O R` . .�` ∎, 'i `' / N A� E ,``` � Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 • • is 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek9 connectors. This design 6 based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design Into The overall balding design. Bracing indicated Is to prevent buckling of Individual Truss web and /or chord members only. Additional temporary and permanent bracing MiTek• h always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TPI1 Quality Criteria, DSB -89 and BCSI Buliding Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply ' T8289690 9682SH F11 FLOOR 7 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:08:59 2016 Page 1 I D: rHjoKzg _xvLBXOD73Rh9BvzYj6U - jXzl hhcuW IOVr6S_i LhoJk_jyGTcHI NxaoX ?_zzYOOY 0 -1 -8 H I 1-3-0 1 -7 -12 0�0 Scale - 1:35.6 4x6 = 4x6 = 1.5x3 = 4x6 = 1.5x3 II 3x6 FP= 4x6 = 3x6 = 1 2 3 4 5 6 7 S 9 10 11 24 Vh ` '" . .. * . 'V I'8ee 25 ri ■A - 22 21 20 19 18 17 16 15 14 13 4x6 = 3x8 MT2OHS FP = 1.5x3 I I 4x6 = 4x6 = 3x6 = 4x6 = 1 - - I 4 -0 -0 i 6 -6 -0 12 -1 -12 14 -7 -12 I 17 -1 -12 19 -7 -12 21 -3 -4 1 -6 -0 2 -6 -0 2 -6 -0 5 -7 -12 2 -6-0 2 -6 -0 2 -6 -0 1 -7 -8 Plate Offsets (X,Y) -- [1:Edge,0 -1 -8], [6:0- 1- 8,Edge], [11:0- 1- 8,Edge], [18:0- 1- 8,Edge] LOADING (psf) SPACING 1 - 7 - 3 CSI. DEFL. in (loc) 1 /deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.29 16 -17 >872 360 MT20 244/190 TCDL 17.1 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.53 16-17 >478 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.09 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 115 Ib FT = 20 %F, 11 %E LUMBER BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5 -0 -0 oc purlins, BOT CHORD 2x4 SP No.2(flat) `Except` except end verticals. 12 -20: 2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2x4 SP No.3(flat) *Except* 11 -12: 2x4 SP No.2(flat) REACTIONS. (Ib /size) 23= 1035/0 -4 -12, 12= 1029/0 -3 -8 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -23 =- 1030/0, 11- 12=- 1023/0, 1 -2 =- 939/0, 2-3=-2376/0, 3 -4 =- 3320/0, 4 -5 =- 3928/0, 5 -6 =- 3928/0, 6 -8 =- 3848/0, 8 -9 =- 3351/0. 9- 10=- 2402/0, 10- 11= -980/0 BOT CHORD 21- 22= 0/1775, 19- 21= 0/2952, 18- 19= 0/3690, 17- 18= 0/3928, 16- 17= 0/3928, 15- 16= 0/3716, 14 -15= 0/2972, 13 -14= 0/1811 WEBS 11- 13= 0/1284, 1 -22= 0/1292, 10 -13 =- 1235/0, 2-22=-1243/0, 10- 14= 0/878, 2- 21= 0/893, 9 -14 =- 849/0, 3- 21.857/0, 9 -15= 0/563, 3 -19= 0/546, 8 -15 =- 543/0, 4 -19 =- 550/0, 8- 16= 0/339, 4- 18=- 14/586, 6-16=-396/164 NOTES - 1) Unbalanced floor live loads have been considered for this design. ,` 01111110.0 �' 2) All plates are MT20 plates unless otherwise indicated. •N‘ ` �'` p, A . A -e. 3) All plates are 3x4 MT20 unless otherwise indicated. .4% ......... � e 0 i 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `•: vie- *. GE N ` ' • '9 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. 0 "••'. - Strongbacks to be attached to walls at their outer ends or restrained by other means. N O 39380 • = -13: ------- * - - .ir -. ". . T , E Je. :`�/� � .i �S.40 - • * 01,-:- * N s ' #i I9I � Thomas A. Aibani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 I Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. INN Design valid for use oNy with MITek® connectors. This design Is based oNy upon parameters shown. and Is for an individual building component. not a Truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into The overall building design. Bracing Indicated Is To prevent buckling of Individual truss web and /or chord members only. Additional Temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding The fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Bbd. Safety Information avcilabie from Truss Ware Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type 1 Qty Ply ' T8289691 9682SH FG01 Flat Girder I 1 2 2 Job Reference (optional) 1 Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:08:59 2016 Page 1 I D:rHjoKzg_xv LBXOD73Rh9BvzYj6U- jXzlhhcuW IOVr6S_i LhoJk_o6GtLHLHxaoX ?_zzY00Y I 3 -0 -0 1 6 -0 -0 3 -0 -0 3 -0 -0 Scale = 1:11.8 4x5 = 2x4 11 4x5 = 1 7 8 2 9 3 1 1 1 5 4x10 = 6 4 2x4 11 2x4 11 1 3-0-0 6 3-0 -0 3 - - LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.02 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.02 5 >999 180 ' BCLL 0.0 • Rep Stress lncr NO WB 0.43 Horz(TL) 0.00 4 rite n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 68 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 6= 1295/0 -5 -8, 4= 1385/0 -3 -8 Max Uplift 6=- 443(LC 8), 4=- 473(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1- 6=- 12617728, 1 -2 =- 1678/920, 2 -3 =- 1678/920, 3- 4=- 1350/780 WEBS 1 -5 =- 988/1804, 2 -5 =- 1334/772, 3-5=-988/1804 NOTES - 1) 2 -ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc, 2x6 - 2 rows staggered at 0 -9 -0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. Webs connected as follows: 2x4 - 1 row at 0 -9 -0 oc. 2) All Toads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 3.0psf; h =25ft B =45ft; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) 0 -1 -12 to 3 -0 -0, Interior(1) 3 -0 -0 to 5 -10 -4 zone;C -C for % members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 ` ��� -A r S A. q� � l,. � 4) Provide adequate drainage to prevent water ponding. ,• `�+` 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 4�� � � • E N, •• q 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide • �••• will fit between the bottom chord and any other members. N O 39380 •: • 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 443 Ib uplift at joint 6 and 473 Ib uplift at joint 4. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 lb down and 151 lb up at — "d • • • 0 -11 -0, and 475 Ib down and 278 Ib up at 2 -0 -0, and 1013 Ib down and 592 Ib up at 4 -10 -0 on top chord. The design /selection of �- B � T . E • - ; 4/...: 4/...: such connection device(s) is the responsibility of others. OO ". -- - --- — : 4 / LOAD CASE(S) Standard ��j I, <•� NA R , O •- \�?�� `� 1) D Loads (e ive (balanced): Lumber Increase =1.00, Plate Increase =1.00 � �� �; \�� Vert: 1- 8=- 265(F= -165), 3 -8= -100, 4 -6 = -10 Concentrated Loads (Ib) Thomas A. Alban' PE No.39380 Vert: 7=- 258(F) 8=- 475(F) 9=- 1013(F) MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 • a WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. , Design valid for use only with MITek® connectors. 1Ns design Is based only upon parameters shown, and Is for an individual building component, not o truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, 098 -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Pate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type I Qty i Ply I T8289692 9682SH FG02 Flat Girder 1 3 I i Job Reference (optional) , Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:00 2016 Page 1 I D: rHjoKzg _ xvLBXOD73Rh9BvzYj6U -BjXgu 1 d W HcW M SG1 AG3C1 syWyLgoE0tt4oSITYW PzYOOX 2 -5 -12 4 -9 -11 7 -1 -11 I 9 -5 -10 l 11 -9 -10 l 14 -1 -9 16 -5 -9 18 -9 -8 21 -3 -4 2 -5 -12 2 -4 -0 2 -4 -0 2 -4 -0 2 -4 -0 2 -4 -0 2 -4 -0 2 -4 -0 2 -5 -12 Scale = 1:36.1 This truss is NOT symmetric. Proper orientation is essential. 4 x 5 = 2x4 I I 7x6 = 4x10 = 1 22 2 3 4 P3 5 67 24 8 25 9 10 26 11 • AIIIM."-IIIIIIIIIIMIIIMi NM NM NM &A MMIMI' MIIIIM P1 '1111 IMO r4 20 19 18 17 16 15 14 13 E1 21 12 2x4 5x6 = 4x10 = 2x4 11 2 -5 -12 4 -9 -11 l 7 -1 -11 i 9 -5 -10 l 11 -9 -10 l 14 - - 16 - - i 18 -9 -8 21 - - 2 -5 -12 2 -4 -0 2 -4 -0 2 -4 -0 2 -4 -0 2 -4 -0 2 -4 -0 2 -4 -0 2 -5 -12 Plate Offsets (X,Y) -- [7:0- 3- 0,0 -5 -4], [17:0- 3- 0,0 -3 -0], [20:0 -1- 12,0 -1 -8] LOADING (psf) SPACING 2 - - CSI. DEFL. in (loc) I /dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.25 16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.39 16 >651 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) 0.07 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix -M) I Weight: 355 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10 - 0 - 0 oc bracing. REACTIONS. (Ib /size) 21= 1797/0 -4 -12, 12= 3542/0 -3 -8 Max Uplift 21=- 578(LC 4), 12=- 1175(LC 5) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -21 =- 1740/569, 1 -2 =- 2959/940, 2 -3 =- 5067/1586, 3-4=-6578/2040, 4 -5 =- 7959/2397, 5 -6 =- 8043/2422, 6 -8 =- 8043/2422, 8- 9=- 8380/2654, 9 -10 =- 7863/2542, 10 -11 =- 5911/1949, 11 -12 =- 3418/1142 BOT CHORD 19-20=-940/2959, 18- 19=- 1586/5067, 17- 18=- 2040/6578, 16- 17=- 2422/8043, 15 -16 =- 2654/8380, 14- 15=- 2542/7863, 13-14=-1949/5911, 12 -13 =- 110/332 WEBS 1 -20 =- 991/3121, 2 -20 =- 1381/462, 2 -19 =- 717/2340, 3 -19 =- 976/320, 3 -18 =- 523/1679, 4 -18 =- 759/262, 4-17=-630/1554, 5 -17 =- 608/266, 8 -16 =- 374/257, 9 -15 =- 146/574, 9 -14= 893/292, 10- 14=- 658/2167, 10-13=-2809/950, 11- 13=- 2042/6195 NOTES- 1) Top chords co netted connected s follows: 2x4 t 1 row (0.131"x3") t 0-9 -0 oc, 2x6 2 rows taggered at 0 -9 -0 oc. ` ,,OS= ^` A . e Bottom chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. Webs connected as follows: 2x4 - 1 row at 0 -9 -0 oc. ♦ O • \ ........ E N ' 9 ti� ' 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ' • • G S�• •'. °• ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. • • N O 39380 :• • 3) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 3.Opsf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. e • II; Exp C; Encl., GCpi =0.18; MW FRS (directional); Lumber DOL =1.60 plate grip DOL =1.60 *; • 4) Provide adequate drainage to prevent water ponding. - ` 5) All plates are 3x4 MT20 unless otherwise indicated. . 13 •► — • e 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. �.,r�+ • Ry . ' w� 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide 7 y ..��7� will fit between the bottom chord and any other members. t 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 578 Ib uplift at joint 21 and 1175 Ib uplift joint ' #j am` �� � R , O • ∎. • �`, is •� • 9 •...••• � .. ` � 9) Loadca case(s) 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the , / SA O N A1 - % 11 111111 0 intended use of this truss. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Alban' PE No.39380 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 12 Ib up at MITek USA, Inc. FL Cert 6634 1 - - and 1657 Ib down and 566 lb up at 19 -5 -8 on top chord. The design /selection of such connection device(s) is the 6904 Parke East Blvd. Tampa FL 33610 responsibility of others. Date: March 24,2016 LOAD CASE(S) Standard Except: continued on page 2 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7d73 rev. 10/03/2015 BEFORE USE. m A Design valid for use only with MITek® connectors. This design is based only tipon parameters shown, and is for an IndMdual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual Buss web and /or chord members only. Additional temporary and permanent bracing MiTek • Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabric:atbn, storage, delivery, erection and bracing of trusses and truss systems. seeAN51 /1PI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job I Truss Truss Type 'Qty Ply T8289692 9682SH FG02 Flat Girder 1 3 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:00 2016 Page 2 I D: rHj0Kzg _xvLBXOD73Rh9BvzYj6U- BjXgu1 d W HcW MSG1 AG3C t syW ylgoEOtt4oSITYW PzYOOX LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 2 = -238, 2- 25 = -100, 10- 25 = -431, 10- 26 = -238, 11- 26 = -100, 12- 21 = -10 Concentrated Loads (Ib) Vert: 22=-36 26= -1657 17) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-2=-238(F=-100), 2- 25=- 100(F), 10- 25=- 431(F= -100), 10- 26=- 238(F= -100), 11- 26=- 100(F), 12- 21= -10(F) Concentrated Loads (Ib) Vert: 22=-36 26 = -1657 18) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 2=- 238(F= -100), 2- 25=- 100(F), 10- 25=- 431(F= -100), 10- 26=- 238(F= -100), 11- 26=- 100(F), 12- 21= -10(F) Concentrated Loads (Ib) Vert: 22=-36 26 = -1657 19) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-2=-238(F=-100), 2-25=-100(F), 10-25=-431(F=-100), 10-26=-238(F=- 100), 11-26=-100(F), 12- 21= -10(F) Concentrated Loads (Ib) Vert: 22=-36 26 = -1657 20) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-2=-238(F=-100), 2-25=-100(F), 10-25=-431(F=-100), 10-26=-238(F=-100), 11-26=-100(F), 12- 21= -10(F) Concentrated Loads (Ib) Vert: 22=-36 26 = -1657 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek8 connectors. This design is based only upon parameters shown, and Is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bractrng indicated Is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informaton avdlable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type i Qty Ply I T8289693 9682SH FT02 Half Hip 3 I 2 I Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:01 2016 Page 1 I D: rHj0Kzg xvLBXOD73Rh9BvzYj6U- fw526Nd92veD4QcMgmjGO937A3B ?I9dE 16062rzYOO W - - - 2 -0-0 4 -10 -6 7 -7 -1 10 -3 -11 13 -0 -5 15 -8 -15 18 -5 -10 21 -4 -0 1 -6 -8 2 -0-0 2 -10-6 2 -8 -10 2 -8 -10 2 -8 -10 I 2 -8 -10 1 2 -8 -10 2 -10 -6 Scale = 1:39.1 5x12 = 4x6 = 2x4 11 — = 5.00 12 2 x4 11 3x5 4x6 — 3 4 24 5 25 6 7 26 8 9 P7 10 11 - `1 _ h 2 2 � Y � � r � .�ma r c1 r li ►� -∎ 19 18 17 16 15 14 13 �2 2x4 II 5x6 = 4x6 = 2x4 2 -0 -0 4 - 10 - 7 -7 -1 10 -3 -11 13 -0 -5 15 -8 -15 18 -5 -10 21 -4 -0 2 -0-0 2 -10-6 2 -8 -10 2 -8 -10 2 -8 -10 2 -8 -10 2 -8 -10 2 -10 -6 Plate Offsets (X,Y) -- [2:0- 1- 1,Edge],[3:O -2 -4, Edge],[ 11: 0- 2- 0,0 -2- 0],[13:0- 2- 0,0 -2- 0],[14:0- 3- 0,0 -3 -0] I LOADING (psf) SPACING- 2 - - CSI. DEFL. in (loc) 1 /dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.28 16 >923 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.43 16 >590 240 BCLL 0.0 * Rep Stress Incr NO WB 0.82 Horz(TL) 0.07 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 229 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x6 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 5 -10 -10 oc purlins, 1 -3: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 9 -10 -15 oc bracing. 2 -14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib /size) 12= 1583/0 -5 -8, 2= 1928/0 -5 -8 Max Horz 2 =84(LC 12) Max Uplift 12=- 506(LC 9), 2=- 564(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2922/905, 3-4=-4518/1389, 4 -5 =- 5839/1750, 5 -7 =- 6473/1928, 7 -8 =- 6473/1928, 8 -9 =- 6473/1928, 9 -10 =- 5548/1745, 10 -11 =- 3338/1061, 11 -12 =- 1528/500 BOT CHORD 2- 19=- 813/2525, 18 -19 =- 856/2693, 17 -18 =- 1390/4507, 16 -17 =- 1750/5839, 15 -16 =- 1928/6473, 14 -15 =- 1805/5731, 13 -14 =- 1061/3338 WEBS 3-18=-566/1923, 4-18=-609/203, 4 -17 =- 443/1442, 5 -17 =- 526/191, 5 -16 =- 362/686, 8 -15 =- 265/103, 9-15=-271/803, 9-14=-992/327, 10 -14 =- 749/2422, 10 -13 =- 1329/450, 11-13=-1099/3454 NOTES s% On I,° I! A / / / / I I 1) 2 -ply truss to be connected together with 1 Od (0.131 "x3 ") nails as follows: ♦♦ 0 • �6",d. II Top chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc, 2x6 - 2 rows staggered at 0 -9 -0 oc. ♦ ♦ ♦�� •.• • \ G E N 3 • • 2 # ' Bottom chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. • F . • % Webs connected as follows: 2x4 - 1 row at 0 -9 -0 oc. ... • • ••• : No 39380 : 2) All Toads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to -- ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 3.Opsf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. 11; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C - Exterior(2) - - - to 1 - - 13, Interior(1) 1 -4 -13 to 2 -0 -0, Exterior(2) 2 -0 -0 to "fl �� I �� 6 -2 -15 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 -� T E Ste f'L� 4) Provide adequate drainage to prevent water ponding. —° ��� 5) All plates are 3x4 MT20 unless otherwise indicated. �� �� .• R O \♦, 6) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. �j / '-`�? 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide I l S� • will fit between the bottom chord and any other members. / 1 11 Ai ,�`��� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 506 Ib uplift at joint 12 and 564 Ib uplift at joint 2. Thomas A. Albani PE No.39380 9) Load case(s) 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use Wee USA, Inc. FL Cert 6634 of this truss. 6904 Parka East Blvd. Tampa FL 33610 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Date: 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and /or bottom chord. March 24,2016 t Continued en Mane 2 mg a WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design B based only upon parameters shown, and is for an individual building component, not a Truss system. Before use. the building designer muss verify the applicability of design parameters and properly incorporate This design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB -89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandlia, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T8289693 9682SH FT02 Half Hip 3 2 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:01 2016 Page 2 I D: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- fw526Nd92veD4QcMgmjG0937A3B ?I9dE 16062rzY0OW NOTES - 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 513 Ib down and 194 lb up at 2 -0 -0, and 513 Ib down and 194 Ib up at 16 -5 -4 on top chord. The design /selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Root Live (balanced): Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) Vert: 1-3=-100, 3-11=- 100, 12-20=-10 Concentrated Loads (Ib) Vert: 3 = -513 27 = -513 21) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) Vert 1- 3=- 100(F), 3- 11=- 100(F), 12- 20= -10(F) Concentrated Loads (Ib) Vert: 3 = -513 27=-513 22) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) Vert: 1- 3=- 100(F), 3- 11=- 100(F), 12- 20= -10(F) Concentrated Loads (Ib) Vert: 3 = -513 27=-513 • • 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate This design into the overall MiTek' building design. Bracing indicated is to prevent buckling of indM dual truss web and /or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Inlury and property damage. For general guidance regarding the Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TPI1 Quality Criteria, DSB -89 and SCSI Building Component 6904 04 Tampa, rk E ast Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T8289694 9682SH FTO3 Hip 2 2 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:02 2016 Page 1 I D: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- 76fQJjenpDm4iZBZOUEVxNcBjTTbUhgNGmmfalzYOOV -1 -6 -8 2 -0 -0 4 -10 -6 7 -7 -1 10 -11 -10 13 -0 -5 14 -11 -5 16 -8 -8 18 -8 -11 21 -4 -0 1 -6 -8 1 2 -0 -0 2 -10 -6 2 -8 -10 3 -4 -10 I 2-0-11 I 1 -10 -15 1 -9-3 2 -0 -3 2 -7 -5 Scale = 1:39.1 2x4 II 10 - 5x12 = 2x4 II 2x4 I I 5.00.12 7x10 = 3 4 28 5 29 6 30 7 8 r+ 32 11 2 n 9 u ,A11111111111.. Y � ® `�., 12 N o 2 c1 t_4 ► a 20 19 18 17 16 15 14 13 2x4 II 3x8 MT2OHS = 2 -0 -0 4 -10 -6 7 -7 -1 10 -11 -10 I 13 -0 -5 I 16 -8 -8 18 -8 -11 I 21-4 -0 I 2 -0 -0 2 -10 -6 2 -8 -10 3 -4 -10 2 -0 -11 3 -8 -3 2 -0 -3 2 -7 -5 Plate Offsets (X,Y) -- [2:0- 1- 1,Edge], [3:0- 2- 4,Edge], [9:0- 7- 8,0- 3 -12], [12:0- 1- 1,Edge] LOADING (psf) SPACING 2 - - CSI. DEFL. in (loc) I /dell Ud I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.29 16 >889 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.45 16 >569 240 MT2OHS 187/143 BCLL 0.0 • 1 Rep Stress lncr NO WB 0.45 Horz(TL) 0.08 12 rile n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix -M) Weight: 222 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 5 -11 -4 oc puffins, 3 -9: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied or 9 -10 -10 oc bracing. 12 -17: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib /size) 12= 1611/0 -5 -8, 2= 1915/0 -5 -8 Max Horz 2 =48(LC 12) Max Uplift 12=- 412(LC 9), 2=- 560(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2876/906, 3 -4 =- 4446/1398, 4 -5 =- 5743/1769, 5 -6 =- 6345/1960, 6 -7 =- 6345/1960, 7- 8=- 6345/1960, 8- 9=- 6103/1982, 10- 11.499/160, 11 -12 =- 3084/1010 BOT CHORD 2 -20 =- 751/2479, 19- 20=- 793/2645, 18 -19 =- 1335/4435, 16 -18 =- 1705/5743, 15- 16=- 1895/6345, 14 -15 =- 180515841, 13 -14 =- 1810/5716, 12- 13=- 878/2763 WEBS 3 -19 =- 574/1898, 4-19=-601/206, 4 -18 =- 410/1416, 5 -18 =- 510/175, 5 -16 =- 312/651, 7- 15=- 293/113, 8-15=-220/713, 9- 11=- 2325/818, 11 -13= 402/1308, 9-13=-3266/1032, 8-14=-101/496 11 %11111 NOTES- `, `,t , ��q� 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: • ``r' I • Top chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc, 2x6 - 2 rows staggered at 0 -9 -0 oc. `� se .•' Cr ENS ' 9 2 ♦ ♦ ♦ • Bottom chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. �' ••• % Webs connected as follows: 2x4 - 1 row at 0 -9 -0 oc. N o 39380 • 2) All Toads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to - . ', • ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. - - ' •.�' 4) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 3.Opsf; h =25ft; B =45ft; L =24ft; eave=4ft; Cat. "0 ram II; Exp C; Encl., GCpi =0.18; MW FRS (directional) and C -C Exterior(2) -1 -7 -3 to 1 -4 -13, Interior(1) 1 -4 -13 to 2 -0 -0, Exterior(2) 2 -0 -0 to �. T . E: - �L� 21 -4 -0 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 �` 1 r � . — 4 / 5) Provide adequate drainage to prevent water ponding. '0 ♦ -,�', t; ' � � ,� , 6) All plates are MT20 plates unless otherwise indicated. ♦ s • • • • ... G �� 7) All plates are 3x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , ♦ ♦4.. N ��� 9) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. Thomas A. Alban' PE No.39380 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 Ib uplift at joint 12 and 560 lb uplift MITek USA, Inc. FL Cert 6634 at joint 2. 6904 Parke East Blvd. Tampa FL 33610 11) Load case(s) 25 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of Date: this truss. March 24,2016 12 Semi -ri id pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ■ i,Jtmnueu ort page c •■■ A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid tor use only with MITek® connectors. TMs design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall bolding design. Bracing Indicated Is to prevent buckling of individual truss web and /or chord members only. Addlflonal temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Rate Institute, 218 N. Lee Sheet, Suttee 312, Atexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T8289694 9682SH FT03 Hip 2 2 I Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:03 2016 Page 2 I D: rHjOKzg _xvLBXOD73Rh9BvzYj6U- bIDoX3fPaW uxJj1IxBIkTa8MTtpgD8W W VQV D7laY000 NOTES - 13) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and /or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 545 lb down and 194 Ib up at 2 -0 -0, and 545 Ib down and 194 Ib up at 16 -5 -4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-3=-100, 3 -9= -100, 10-12=-100, 21- 24 = -10 Concentrated Loads (Ib) Vert: 3 = -513 31=-513 25) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3=- 100(F), 3- 9=- 100(F), 10- 12=- 100(F), 21- 24= -10(F) Concentrated Loads (Ib) Vert: 3=-513 31 = -513 • r 1 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU -7473 rev. 10103/2015 BEFORE USE. , Design valid for use only with MITek0 connectors. This designs based only upon parameters shown, and s for an Individual building component. not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek` always required for stabllity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the e Eat Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPI l Quality Criteria, DSB -89 and BCSI Building Component 6904 04 Tampa, Parke Ea 0 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type 'Qty Ply T8289695 9682SH FT04 Hip 1 2 i Job Reference (optional) I Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:04 2016 Page 1 ID: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- 3VnBkPglLgOoxtKxVuHzOohXTH97ybDgj4FmfAzYOOT - - - 2 -0 -0 4 -10 -6 7 -7 -1 9 -6 -0 13-0 -5 14 -11 -5 16 -8 -8 18 -8 -11 21 -4 -0 22 -10 -8 1 -6 -8 2 -0 -0 2 -10 -6 2 -8 -10 1 1 -10 -15 1 3 -6-5 1 1 -10 -15 1 -9 -3 2 -0 -3 2 -7 -5 1 1 -6 -8 1 Scale = 1:41.8 2x4 11 10 500 12 5x12 = 2x4 11 2x4 11 3 4 29 5 6 30 7 8 7x10 = 11 r- a o ♦': 32 kr 13141 1 Mi o oM 21 20 19 18 17 16 15 14 NM 2x4 1 3x5 = 3x8 MT2OHS = 2 -0 -0 4 -10 -6 7 -7 -1 9 -6 -0 13 -0 -5 16 -8 -8 18 -8 -11 21-4 -0 1 2 -0 -0 1 2 -10 -6 1 2 -8 -10 1 1 -10 -15 1 3 -6 -5 3 -8 -3 1 2 -0-3 1 2 -7 -5 1 Plate Offsets (X,Y) -- [2:0- 1- 1,Edge[,[3:0 -2 -4, Edge],[ 9 :0 -7- 8,0-3- 12],[12:0- 0- 13,Edge] LOADING (psf) SPACING 2 - - CSI. I DEFL. in (loc) 1 /dell L/d PLATES GRIP TCLL 40.0 1 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.29 17 >897 360 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.45 17 >574 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.45 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 1 Code FBC2014/TPI2007 (Matrix -M) Weight: 227 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 5 -11 -9 oc purlins, 3 -9: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 9 -11 -10 oc bracing. 12 -18: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib /size) 2= 1910/0 -5 -8, 12= 1771/0 -5 -8 Max Horz 2= 38(LC 9) Max Uplift 2=- 559(LC 8), 12=- 461(LC 9) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2868/905, 3 -4 =- 4426/1394, 4 -5 =- 5712/1761, 5 -6 =- 6294/1946, 6 -7 =- 6294/1946, 7 -8 =- 6294/1946, 8 -9 =- 6011/1957, 10 -11 =- 492/157, 11 -12 =- 2974/980 BOT CHORD 2- 21=- 719/2472, 20 -21 =- 772/2637, 19 -20 =- 1309/4415, 17 -19 =- 1675/5712, 16-17=-1860/6294, 15 -16 =- 1766/5774, 14 -15 =- 1766/5630, 12 -14 =- 827/2656 WEBS 3 -20 =- 570/1885, 4 -20 =- 597/205, 4 -19 =- 396/1403, 5 -19 =- 505/168, 5 -17 =- 301/630, 7-16=-297/114, 8- 16=- 223/721, 11- 14=- 392/1272, 8 -15 =- 93/472, 9- 11=- 2223/790, 9 -14 =- 3289/1039 NOTES �� 0%‘" c., A " A iI i li e 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: •N `�'' �e 0 i Top chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc, 2x6 - 2 rows staggered at 0 -9 -0 oc. ��,`X\ ••• G E N S' ••. '9/L 1 0 ° • Bottom chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. • '• �' Webs connected as follows: 2x4 - 1 row at 0 -9 -0 oc. •• 2) All Toads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to N O 3 - ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. _ * 3) Unbalanced roof live loads have been considered for this design. y % * 4) Wind: ASCE 7 -10; Vult= l30mph (3- second gust) Vasd= lolmph; TCDL= 5.Opsf; BCDL= 3.Opsf; h =25ft; B =45ft; L=24ft; eave =oft; Cat. : 0 • • �� II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -7 -3 to 1 -4 -13, Interior(1) 1 -4 -13 to 2 -0 -0, Exterior(2) 2 -0 -0 to �,le• ' ; {L 21 -4 -0, Interior(1) 21 -4 -010 22 -11 -3 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip 0' �F J 4.1 DOL =1.60 10.-'0' �` i < • pR1,0 •��,'� 5) Provide adequate drainage to prevent water ponding. �i ' • • • .... • • • `� 6) All plates are MT20 plates unless otherwise indicated. '� ) . 0 , N AL E ��� 7) All plates are 3x4 MT20 unless otherwise indicated. �I jrl li � � � 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide Thomas A. Albans PE No.39380 will fit between the bottom chord and any other members. MITek USA, Inc. FL Cert 6634 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 559 Ib uplift at joint 2 and 461 Ib uplift 6904 Parke East Blvd. Tampa FL 33610 at joint 12. Date: 11) Load case(s) 25, 26, 27 has/have been modified. Building designer must review loads to verify that they are correct for the intended March 24,2016 use of this truss. mi ., 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use oNy with MITek(9 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and /or chord members oNy. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/1P11 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T8289695 9682SH FT04 Hip 1 2 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:04 2016 Page 2 ID: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- 3VnBkPglLgOoxtKxVuHzOohXTH97ybDgj4FmtAzYOOT NOTES - 12) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 545 Ib down and 194 Ib up at 2 -0 -0, and 545 Ib down and 194 Ib up at 16 -5 -4 on top chord. The design /selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3 = -100, 3- 9 = -100, 10- 13 = -100, 22- 25 = -10 Concentrated Loads (Ib) Vert: 3 = -513 31=-513 25) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3=- 100(F), 3- 9=- 100(F), 10- 13=- 100(F), 22- 25= -10(F) Concentrated Loads (Ib) Vert: 3=-513 31 = -513 26) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (p11) Vert: 1-3=-100(F), 3- 9=- 100(F), 10-13=-100(F), 22- 25= -10(F) Concentrated Loads (Ib) Vert: 3=-513 31 = -513 27) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3=- 100(F), 3- 9=- 100(F), 10- 13=- 100(F), 22-25=-10(F) Concentrated Loads (Ib) Vert: 3=-513 31 = -513 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only wilh MITek® connectors. This design Is based only upon parameters shown, and Is fora , individual building component not , a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek, Is always required for stability and to prevent collapse with possible personal Inlury and properly damage. For general guidance regarding the 6904 Parise East Blvd. fabrication. storage, delivery, erection and bracing of Trusses and truss systems, seeANSI /TPI I Quality Criteria, DSB -89 and SCSI Building Component Tampa. FL 33610 Safety Information avaAable from truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply j T8289696 9682SH FT05 Hip 1 2 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:05 2016 Page 1 . ID: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- XhKZykgf688eZ1v83coDY ?EhnhUVh2Lpyk_JBdzY0OS -1 -6 -8 2 -0 -0 4 - - 7 -7 -1 9 -6 -0 13-0 -5 14 -11 -5 16 -8 -8 18 -8 -11 21 -4 -0 22-10-8 1 - - 1 2 - - 1 2 -10 -6 2 -8 -10 1 -10-15 36 -5 1 -10-15 1 -9 -3 2 -0-3 2 -7 -5 1 - - Scale = 1:41.8 2x4 II 10 500 12 5x8 % 2x4 II 2x4 3 4 29 5 6 30 7 8 7x10 = 11 n o � 32 �n — Y � _ � ��` 12 13 v 1 I� 1 `� c, Er. 21 20 19 18 17 16 15 14 �� 2x4 1 3x5 = 3x8 MT2OHS = 2 -0 -0 4 -10 -6 1 7 -7 -1 1 9 -6 -0 1 13 -0 -5 16 -8 -8 18 -8 -11 21 -4 -0 2 -0 -0 2 -10 -6 2 -8 -10 1 -10 -15 3 -6 -5 3 -8 -3 2 -0 -3 2 -7 -5 Plate Offsets (X,Y) -- [2:0-0-13,Edge], [3:0-3-4,0-1-8], [9:0-7-12,0-3-12], [12:0-2-8,0-1-12] LOADING (psf) SPACING 2 - - CSI. DEFL. in (loc) 1 /dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.31 17 >836 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 1.00 Vert(TL) -0.48 16 -17 >534 240 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr NO WB 0.46 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix -M) Weight: 227 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 5 -7 -10 oc purlins, 3 -9: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 9 -6 -15 oc bracing. 12 -18: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb /size) 2= 2090/0 -5 -8, 12= 1909/0 -5 -8 Max Horz 2= 38(LC 9) Max Uplift 2=- 621(LC 8), 12=- 508(LC 9) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 3198/1030, 3 -4 =- 4750/1516, 4 -5 =- 6079/1900, 5 -6 =- 6740/2114, 6-7=-6740/2114, 7 -8= 6740/2114, 8- 9=- 6642/2195, 9 -15 =- 286/103, 10 -11 =- 538/174, 11 -12 =- 3257/1087 BOT CHORD 2- 21=- 829/2760, 20- 21=- 883/2932, 19 -20 =- 1431/4739, 17- 19=- 1814/6079, 16 -17 =- 2029/6740, 15- 16=- 1963/6294, 14-15=-1985/6210, 12 -14 =- 923/2912 WEBS 3 -20 =- 581/1916, 4-20=-603/207, 4 -19 =- 414/1450, 5 -19 =- 526/176, 5 -17 =- 331/716, 6- 17=- 265/134, 7- 16=- 257/141, 8 -16 =- 233/635, 11- 14=- 445/1413, 8 -15 =- 132/577, 9- 11=- 2436/871, 9 -14 =- 3648/1174 NOTES , S 4e l 0, 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: � Top chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc, 2x6 - 2 rows staggered at 0 -9 -0 oc. �� •' P G E N 8 • . 9 � j i , i • Bottom chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. �' Webs connected as follows: 2x4 1 row at 0 -9 -0 oc. N O 39380 ,� 2) 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to * - - ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. - 3) Unbalanced roof live loads have been considered for this design. �, , •� ' 4) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 3.Opsf; h =25ft; B =45ft; L =24ft eave =4ft; Cat. E - : r/ :,rz 11; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) - - - to 1 -4 -13, Interior(1) 1 -4 -13 to 2 -0 -0, Exterior(2) 2 -0 -0 to " .'�' % -T E____ ' ILA 21 -4 -0, Interior(1) 21 -4 • — 0 to 22 -11 -3 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip .. ";"0" ;- -- .:� DOL =1.60 ° i ce • •40 • \.. 5) Provide adequate drainage to prevent water ponding. I ∎ , ss • • • .... • • G � , 6) All plates are MT20 plates unless otherwise indicated. 11 � 0 ION A1- �` � 7) All plates are 3x4 MT20 unless o indicated. � It 10111W— 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide Thomas A. Albant PE No.39380 will fit between the bottom chord and any other members. MITek USA, Inc. FL Cert 6634 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 621 Ib uplift at joint 2 and 508 Ib uplift 6904 Parke East Blvd. Tampa FL 33610 at joint 12. Date: 11) Load case(s) 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended March 24,2016 use of this truss. wnunueu urr pdye z wif 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based oNy upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and /or chord members only. Addlfional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrcatlon, storage, delivery, erectton and bracing of busses and truss systems, seeANSI /TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T8289696 9682SH FT05 Hip 1 2 I Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:05 2016 Page 2 ID: rHj0Kzg xvLBX0D73Rh9BvzYj6U- XhKZykg(688eZ1v8 ?EhnhUVh NOTES - 12) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and /or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 714 Ib down and 254 Ib up at 2 -0 -0, and 714 Ib down and 254 Ib up at 16 -5 -4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert 1 -3= -100, 3- 9 = -100, 10- 13 = -100, 22- 25 = -10 Concentrated Loads (Ib) Vert: 3=-672 31= -672 25) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-3=-100(F), 3-9=-100(F), 10- 13=- 100(F), 22- 25= -10(F) Concentrated Loads (Ib) Vert: 3 = -672 31= -672 26) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3=- 100(F), 3-9=-100(F), 10-13=-100(F), 22-25=-10(F) Concentrated Loads (Ib) Vert: 3=-672 31 = -672 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MiTek' ei• building design. Bracing indicated Is to prevent buckling of Indvidual truss web and /or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the e East Parke BNd. Truss fabrication, storage, delivery, erection and tracing of trusses and truss systems, seeANSI/TPI 1 Quality Criteria, DSB -89 and BCSI Building Component 6904 04 Tampa, rk East B Safety Information avdlable from Plate institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Job Truss Truss Type Qty Ply T8289697, 9682SH FT06 Hip 1 2 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:06 2016 Page 1 I D: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- ?tux94hHsRGV BBU KdJJS5Dmvb4rCQW IzBOktj3zYOOR -1 -6 -8 2 -0 -0 4 -10 -6 7 -7 -1 9 -6 -0 13-0 -5 14 -11 -5 16 -8 -8 18 -8 -11 1 21 -4 -0 22 -10 -8 1 -6 -8 I 2 -0 -0 2 -10 -6 2 -8 -10 1 -10-15 I 3-6 -5 1 -10 -15 I 1 -9 -3 2 -0-3 2 -7 -5 1 - - Scale = 1:41.8 2x4 11 10 5.00 12 5x12 = 2x4 11 2x4 11 3 4 29 5 6 30 7 8 6x8 = 11 h a O N O � i 32 �� a 2 r 2 M � Y �� . �� � � i2 131 y r. Qo 21 20 19 18 17 16 1 5 1 or 2x4 1 3x8 MT2OHS = 2 - - I 4 - 10 - 7 -7 -1 9 -6 -0 13 -0 -5 16 -8 -8 I 18 -8 -11 21-4 -0 2 -0 -0 2 -10 -6 2 -8 -10 1 -10 -15 3 -6 -5 3 -8 -3 2 -0-3 2 -7 -5 Plate Offsets (X,Y) -- [3:0- 2- 4,Edge], [9:0 -6- 4,0 -4 -4], [12:0- 2- 0,0 -1 -12] LOADING (psf) SPACING 2 - - CSI. DEFL. in (loc) 1 /dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.27 17 >965 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.42 17 >617 240 MT2OHS 187/143 BCLL 0.0 1 Rep Stress Incr NO WB 0.44 I Horz(TL) 0.07 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 227 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc puffins, 3 -9: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib /size) 2= 1641/0 -5 -8, 12= 1566/0 -5 -8 Max Horz 2= -38(LC 9) Max Uplift 2=-467(LC 8), 12=- 401(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2363/715, 3-4=-3935/1209, 4 -5 =- 5149/1550, 5 -6 =- 5616/1691, 6 -7 =- 5616/1691, 7 -8 =- 5616/1691, 8- 9=- 506611600, 10 -11 =- 438/137, 11 -12 =- 2544/818 BOT CHORD 2 -21 =- 556/2028, 20- 21=- 602/2185, 19 -20 =- 1124/3924, 17- 19=- 1464/5149, 16 -17 =- 1605/5616, 15 -16 =- 1461/4959, 14 -15 =- 1433/4743, 12 -14 =- 679/2262 WEBS 3-20=-554/1843, 4 -20 =- 588/201, 4 -19 =- 368/1325, 5 -19 =- 475/156, 5 -17 =- 258/505, 7 -16 =- 377/141, 8-16=-274/878, 11 -14 =- 313/1063, 8- 15=- 130/332, 9- 11.1876/662, 9 -14 =- 2744/834 NOTES 0 0111111 /s� � 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: ,�0 &S A. . - Top chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc, 2x6 - 2 rows staggered at 0 -9 -0 oc. ■• 0 e ' • Bottom chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. ,s• s'e •.• • • G E N $ • • 9 ' 2 i � Webs connected as follows: 2x4 - 1 row at 0 -9 -0 oc. \' �•.• / i • 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to No 39380 •. S. ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 3.Opsf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. • f *-- Y~+ • j. 11; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -7 -3 to 1 -4 -13, Interior(1) 1 -4 -13 to 2 -0 -0, Exterior(2) 2 -0 -0 to "'0 • -- — , 21 -4 -0, Interior(1) 21 -4 -0 to 22 -11 -3 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip 1 E (L ••• DOL =1.60 �� c'- "_- �=- , ,� � 5) Provide adequate drainage to prevent water ponding. �' . 4 O R , Q • • `• • � 4 6) All plates are MT20 plates unless otherwise indicated. � i s S.N `` •� 7) All plates are 3x4 MT20 unless otherwise indicated. �I S� • • • N • • • • • 4` � � 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / i'I 1 A� , .0% � 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. Thomas A. Albans PE No.39380 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 467 Ib uplift at joint 2 and 401 Ib uplift MITek USA, Inc. FL Cert 6634 at joint 12. 6904 Parke East Blvd. Tampa FL 33610 11) Load case(s) 25 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of Date: this truss. March 24,2016 12 "Semi-rigid itchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. I k �J ,uv� ,, p�yc e _■ 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MilekS) connectors. Ns design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TP 6904 ast I1 Quality Criteria, DSB -89 and SCSI Building Component Tampa. 04 Parke E B Safety Information avdlable from Truss Wale Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Job Truss Truss Type Qty Ply T8289697 9682SH IFT06 Hip 1 2 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:06 2016 Page 2 I D: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- ?tux94hHsRGVBBUKdJJS5Dmvb4rCQ W tzBOktj3zY0OR NOTES - 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 293 Ib down and 104 Ib up at 2 -0 -0, and 293 Ib down and 104 Ib up at 16 -5 -4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3 = -100, 3- 9 = -100, 10-13= -100, 22- 25 = -10 Concentrated Loads (Ib) Vert: 3 = -276 31= -276 25) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-3=-100(F), 3-9=-100(F), 10- 13=- 100(F), 22-25=-10(F) Concentrated Loads (Ib) Vert: 3=-276 31 = -276 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10103/2016 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into The overall building design. Brackrg Indicated is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Blvd. B s e E Parke at fabrication. storage. delivery, erection and bracing of trusses and truss systems. seeANSI/TPI 1 Quality Criteria, DSB -89 and SCSI Building Component 6904 04 P. rk FL E B Safety Information avdlabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job 1Truss Truss Type Qty Ply 1 '' T8289698 9682SH FT07 Hip 1 2 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:07 2016 Page 1 ID: rHjOKzg xvLBXOD73Rh9BvzYj6U- U4SJNQivdIOMoL3WA1 gheQJ4uUEs9xB6P2TQGVzY000 -1 -6 -8 , 2 -0 -0 4 -10 -6 7 -7 -1 9 -6-0 13 -0 -5 14 -11 -5 16 -8 -8 18 -8 -11 21 -4 -0 22 -10 -8 1 -6 -8 ' 2 -0 -0 2 -10 -6 2 -8 -10 11 -10-15 I 3 -6 -5 1 1 -10 -15 I 1 -9 -3 I 2 -0-3 I 2 -7 -5 h 1 -6 -8 I Scale = 1:41.8 2x4 II 10 5x12 = 2x4 II 2x4 II - 5.00 I 6x8 = � y 3 29 430 31 5 6 32 7 8 11 0'.. ,.;1 - 28 ++ � O - Zr �o N , 1 r �y -- r - `� .12 13 <° OM 10 r 21 20 19 18 17 16 15 14 C.:1 3x5 = 2x4 3x12 M18SHS= 3x5 2 -0 -0 4 -10 -6 7 -7 -1 9 -6 -0 13 -0 -5 16 -8 -8 18 -8 -11 21-4 -0 2 - 0 - 0 2 - 10 - 6 { 2 - 8 - 10 1 - 10 - 15 3 - 6 - 5 3 - 8 - 3 f 2 - 0 - 3 2 - - Plate Offsets (X,Y) -- [3:0 [9:0 [20:0 [21:0 LOADING (psf) SPACING 2 - - CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.30 17 >867 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.46 17 >554 240 M18SHS 244/190 BCLL 0.0 ' 1 Rep Stress Incr NO WB 0.56 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 I (Matrix -M) Weight: 227 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 5 -9 -5 oc puffins, 3 -9: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9 -11 -3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb /size) 2= 2145/0 -5 -8, 12= 1669/0 -5 -8 Max Horz 2= -38(LC 9) Max Uplift 2=- 639(LC 8), 12=- 426(LC 9) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 3336/1080, 3 -4 =- 5384/1753, 4 -5 =- 6347/2000, 5 -6 =- 6444/2002, 6-7=-6444/2002, 7-8=-6444/2002, 8- 9=- 5513/1768, 10-11=-454/143, 11 -12 =- 2750/895 BOT CHORD 2- 21=- 878/2895, 20- 21=- 958/3134, 19 -20 =- 1665/5361, 17 -19 =- 1915/6347, 16-17=-1916/6444, 15 -16 =- 1666/5510, 14- 15=- 1596/5182, 12 -14 =- 749/2452 WEBS 3 -20 =- 750/2361, 4 -20 =- 781/274, 4 -19 =- 270/1068, 5 -19 =- 352/110, 7 -16 =- 504/184, 8-16=-387/1201, 11-14=-351/1164, 8 -15 =- 252/227, 9- 11=- 2053/726, 9 -14 =- 3019/937 NOTES '' �����+� I 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: ��� I� Top chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc, 2x6 - 2 rows staggered at 0 -9 -0 oc. ♦ ♦N� , � A. q t, Bottom chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. Webs connected as follows: 2x4 - 1 row at 0 -9 -0 oc. ♦ ♦ ,.,Z• •' ....... i '..1, /,. . .� 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to • V • ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. •• : • N o 39380 • . _ : 3) Unbalanced roof live Toads have been considered for this design. 4) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 3.Opsf; h =25ft; B =45ft; L =24ft; eave=4ft; Cat. :7 • * ,. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -7 -3 to 1 -4 -13, Interior(1) 1 -4 -13 to 2 -0 -0, Exterior(2) 2 -0 -0 to 7. J• 21 -4 -0, Interior(1) 21 -4 -0 to 22 -11 -3 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip -0 1 • DOL =1.60 %"e • �y 1 • T ' a - • { i = 5) Provide adequate drainage to prevent water ponding. r : - e � � � • 6) All plates are MT20 plates unless otherwise indicated. ' j � (•� R \ , -.'r,,\ ` . ♦ ♦♦ 7) All plates are 3x4 MT20 unless otherwise indicated. � • k • • • ........ • \ ♦♦ 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , � 1 1 S/O N AL `G ♦ ♦ ♦ 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide I � �' ���♦ will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 639 Ib uplift at joint 2 and 426 Ib uplift Thomas A. Alban' PE No.39380 at joint 12. MITek USA, Inc. FL Cart 6634 11) Load case(s) 25, 26, 27 has/have been modified. Building designer must review loads to verify that they are correct for the intended 6904 Parke East Blvd. Tampa FL 33610 use of this truss. Date: 12) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. March 24,2016 131 Graphical puffin representation does not depict the size or the orientation of the purlin along the to and /or bottom chord. t nITIU a 00 Page z ....■ a WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. TMs design Ls based only upon parameters shown, and is for an IndMdual building component, not a truss system. Before use, the building designer must verify the applicability of design parareters and properly incorporate this design into the overall building design. Bracing indicated Is To prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 04 Tampa, Parke 33610 0 Safety Information available from truss Plate institute, 218 N. Lee Street, Suite 312, Nexandria, VA 22314. Job Truss Truss Type Qty I Ply T8289698 9682SH I FT07 Hip 1 2 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:07 2016 Page 2 I D: rHjOKzg _xvLBXOD73Rh9BvzYj6U -U4SJ NQivdIOMoL3W Al gheQJ4uUEs9xB6P2TQGVzY000 NOTES - 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 294 Ib down and 105 Ib up at 2 -0 -0, 38 Ib down and 14 Ib up at 3 -0 -0, and 185 Ib down and 66 Ib up at 4 -6 -8, and 293 Ib down and 104 Ib up at 16 -5 -4 on top chord. The design /selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -3= -100, 3 -4= 238, 4- 9 = -100, 10-13=-100, 22- 25 = -10 Concentrated Loads (Ib) Vert: 3=-277 29 = -36 30=-174 33=-276 25) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3=- 100(F), 3- 4=- 238(F= -100), 4-9=-100(F), 10- 13=- 100(F), 22- 25= -10(F) Concentrated Loads (Ib) Vert: 3 = -277 29 = -36 30 = -174 33 = -276 26) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3=- 100(F), 3- 4=- 238(F= -100), 4- 9=- 100(F), 10- 13=- 100(F), 22- 25= -10(F) Concentrated Loads (Ib) Vert: 3 = -277 29 = -36 30 = -174 33 = -276 27) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-3=-100(F), 3- 4=- 238(F= -100), 4- 9=- 100(F), 10- 13=- 100(F), 22- 25= -10(F) Concentrated Loads (Ib) Vert: 3 = -277 29=-36 30 = -174 33 = -276 a WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use oily with MiTeka connectors. TMs design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek' building design. Bracing Indicated Is to prevent buckling of individual truss web and /or chord members oMy. Additioal temporary and peranent bracing a alw:otbays rn. equirstored for stability , and to prevent collapse wlih possble personal inlay and property damage. For general n grddonce regarding The m 6904 Parke East Blvd. fotxk age, delivery erection and Lxadng of trusses and buss systems, seeANSI /TPl t Quality Cdteria, DSB -89 and (SCSI Building Component Tampa. FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandrla VA 22314. Job Truss Truss Type Qty Ply T8289699 9682SH FT08 HIP 1 I 3 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 S Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:09 2016 Page 1 I D: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- QSa4n6kA9Me42eDvIS59jrOVM IsidgJPtMyXKOzY000 -1 -6 -8 3 -0 -0 4 -7 -8 6 -6 -8 8 -7 -4 10 - - 12 -8 -12 , 14 -9 -8 16 -8 -8 18 -4 -0 21 -4 -0 22 -10 -8 1 -6 -8 I 3 -0 -0 I 1 -7 -8 1 -11 -0 I 2 -0-12 I 2 -0-12 2 -0 -12 2 -0 -12 1 -11 -0 1 -7 -8 I 3 -0-0 1 -6 -8 I Scale = 1:40.4 2x4 'I 2x4 I 5.00 12 12 3 3x4 = 3x4 = 2x4 II 3x4 = 3x4 = 3x6 pi 7x10= 10 7x10= r 13 3 r 6 7 8 9 V' 32 a/ 1'i �al�,6 1 9 N u2 2 y _ ^-.. --'..1 - ter =� 1 s j< 6 1 P.121 ►, o ocA 25 24 23 22 21 20 19 18 17 16 3x6 = 2x4 H 3x5 = 3x4 = -_ 3x5 = 2x4 I I 3x6 = 3x8 = 8x14 M18SHS 3x8 = 3x8 = 3x4 = 3 -0 -0 4 -7 -8 1 6 -6 -8 8 -7 -4 I 10 -8 -0 I 12 -8 -12 14 -9 -8 I 16 -8 -8 18 -4 -0 21 -4 -0 3 -0-0 1 -7 -8 1 -11 -0 2 -0-12 2 -0-12 2 -0-12 2 -0 -12 1 -11 -0 1 -7 -8 3 -0-0 Plate Offsets (X,Y) -- [3:0- 2- 8,0 -1 -8], [5:0- 4- 8,0 -4 -0], [6:0- 1- 12,0 -1 -8], [10:0 -1- 12,0 -1 -8], [11:0- 4- 8,0 -4 -0], [13:0- 2- 8,0 -1 -8], [14:0- 3- 9,Edge], [16:0 -2- 12,0 -1 -8], [18:0- 2- 0,0 -1 -8], [19:0 -1- 12,0 -1- 8],[22:0 -1- 12,0 -1 8],[2 2- 0 , 0 -1 -8 ] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /dell Lid PLATES GRIP TCLL 40.0 Plate Grip COL 1.00 TC 0.44 Vert(LL) -0.48 21 >531 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) - 0.75 21 >339 240 M18SHS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.59 Horz(TL) 0.13 14 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix -M) Wind(LL) 0.31 21 >818 240 Weight:3571b FT =20% LUMBER- BRACING - TOP CHORD 2x4 SP SS `Except` TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. 5 -11: 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 9 - 11 - oc bracing. BOT CHORD 2x4 SP SS WEBS 2x4 SP No.3 *Except* 4- 24,12 -17: 2x4 SP SS 5- 23,6- 22,9- 21,10- 19,11 - 18,7 - 21: 2x4 SP No.2 REACTIONS. (lb /size) 2= 4059/0 -5 -8, 14= 4053/0 -5 -8 Max Horz 2= -46(LC 10) Max Uplift 2=- 1238(LC 8), 14=- 1236(LC 9) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2 -3 =- 8022/2877, 3-4=-885/297, 5 -6 =- 17527/6334, 6 -7 =- 20352/7334, 7 -8 =- 21594/7769, 8-9=-21594/7769, 9- 10=- 20361/7337, 10-11=-17546/6341, 12- 13=- 817/272, 13-14=-8009/2871 BOT CHORD 2-25=-2532/7252, 24- 25=- 4648/13176, 23 -24 =- 4850/13732, 22-23=-6189/17527, 21- 22=- 7204/20352, 19 -21 =- 7208/20361, 18-19=-6212/17546, 17 -18 =- 4877/13759, WEBS 4-5=-434/170, 7 3-5=-6441/2384, 5 -23 4- 11602/4482, 6 -23 =- 2178/800, 6 -22 =- 1156/3280, �,i "0 A 01 A. q 7 -22 =- 1632/594, 8 -21 =- 1259/462, 9 -21 =- 515/1466, 9 -19 =- 1627/593, 10- 19=- 1152/3269, ,, �`v.,••• N •. < 1. 10 -18 =- 2172/798, 11 -18 =- 1599/4472, 11-13=-6491/2402, 13 -16 =- 1314/3691, ` ��%,•<\ • • � G S � y� �� ' • 3 -25 =- 1304 5 -25= 7204/2618, 11-16=-7248/2634, 7 -21 =- 518/1476 • No 39380 • : : 1. NOTES � 1) 3-ply truss to connected together with hod c 2 nails follows: Top chords connected at 0-9 0 oc, as follows: 2x4 - 1 row at 0 -9 -0 oc, 2x6 - 2 rows ws staggered at 0 -9 -0 oc. _ r. � •• Bottom chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. "0 • ( Webs connected as follows: 2x4 - 1 row at 0 -9 -0 oc. •:: •' -8T ' E • s ' 2) All loads are considered e applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to i�,1' --"`-- = ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. � 3) Unbalanced roof live loads have been considered for this design. t ees R O � � � • V �� 4) 11; Exp CS Encl., 10.18; MW FRS S (directional) and C-C 1 6 -8Po 1-5 -8, Inter 1 -5 -8 to 4 -5-12, Ext 4-7- t ' ite �S A 1 111 • S 21 -4 -0, Interior(1) 21 -4 -0 to 22 -10 -8 zone;C -C for members and forces & MW FRS for reactions shown; Lumber DOL =1.60 plate grip A Albani PE ND.39380 Thomas D v =1.60 MITek USA, Inc. FL Cert 6634 5) All plates adequate rMT drainage unless prevent water indicated. 6904 Parke East Blvd. Tampa FL 33610 6) All plates are MT20 plates unless otherwise indicated. Date: 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. March 24,2016 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and anv other members. -- wnun un page c pa 0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown. and Is for cri individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MiTek• building design. Bracing Indicated Is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing is always required for shablltty and to prevent collapse with possible personal injury and property damage. For general guidance regarcAng the Parke East BNd. tobrlcation, storage, delivery, erection and bracing of trusses and 'TOSS as ss systems. seeANSI/1PI1 Quality Criteria, DSB - 89 and BCSI Building Component Tampa, 04 Parke E B Safety Information available from truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. 1 ( Job Truss Truss Type Qty Pty T8289699 9682SH FT08 HIP 1 3 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:09 2016 Page 2 I D: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- QSa4n6k/k9Me42eDvIS59jrOVM IsIdgJPtMyXKOzY000 NOTES - 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1238 Ib uplift at joint 2 and 1236 Ib uplift at joint 14. 10) Load case(s) 25, 26, 27 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 396 Ib down and 150 Ib up at 4 -7 -8, and 396 Ib down and 150 Ib up at 16 -10 -4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increaser-1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 4 = -100, 12- 15 = -100, 26- 29 = -10 Concentrated Loads (Ib) Vert: 4 = -396 11=-396 Trapezoidal Loads (plf) Vert: 5 =- 443 -to -8= -534, 8=-534-to-11=-443 25) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 27=- 100(F), 4- 27=- 20(F), 12- 30=- 20(F), 15- 30=- 100(F), 26- 29= -10(F) Concentrated Loads (Ib) Vert: 4=-396 11 = -396 Trapezoidal Loads (pit) Vert: 5=-443(F=-100)-to-8=-534(F=-100), 8=- 534(F =- 100)- to- 11=- 443(F= 100) 26) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 27=- 100(F), 4-27=-20(F), 12- 30=- 20(F), 15- 30=- 100(F), 26- 29= -10(F) Concentrated Loads (Ib) Vert: 4 = -396 11= -396 Trapezoidal Loads (plf) Vert: 5= 443(F= 100) -to -8= 534(F= -100), 8= 534(F =- 100)- to- 11=- 443(F= -100 27) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-27=-100(F), 4- 27=- 20(F), 12- 30=- 20(F), 15- 30=- 100(F), 26-29=-10(F) Concentrated Loads (Ib) Vert: 4 = -396 11= -396 Trapezoidal Loads (plf) Vert: 5=.443(F=100)-t0-8 =- 534(F= 100), 8= 534(F =- 100)- to- 11=- 443(F= -100 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an hdMdual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Tek, building design. Bracing Indicated Is to prevent buckling of IndMdual buss web acrd /or co damage. rd members l Additional ,g temporary IX�permanent Mi bracing Mi Parke East BNd. the Is always required for stability and to prevent collapse with possible personal injury and property Tampa, FL 33610 fabrication. storage, delivery, erection and bracing of trusses and truss systems. seeANSI/TPI1 Quality Criteria. DSB -89 and SCSI Building Component Safety Information available from truss Plate Institute, 21819. Lee Street, Suite 312, Nexandrla, VA 22314. Job Truss Truss Type Qty Ply 1 T8289700 9682SH HJO7 Diagonal Hip Girder 2 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:09 2016 Page 1 I D: rHjOKzg_ xv LBXOD73Rh9BvzYj6U- QSa4n6kA9Me S59jrOPultGdrzPtMyXKOzY000 -2-2-3 4-0-0 9 -10 -1 2 2 -3 4 -0 -0 5 -10 -1 4 Scale = 1:22.8 NAILED 1i NAILED 12 4.24 12 NAILED ' NAILED 2x4 = 11 3 �I NAILED s i r NAILED 10 2 w j 1 1 11 11 1 MN t� 13 14 15 6 1 NAILED NAILED NAILED 3x4 = 5 3x8 NAILED NAILED NAILED 9 -10 -1 9 -10 -1 I I LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.28 6 -9 >426 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.64 6 -9 >182 180 BCLL 0.0 * Rep Stress Incr NO WB 0.54 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 43 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -8 -2 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib /size) 4= 182 /Mechanical, 2= 465/0 -7 -6, 5= 273 /Mechanical Max Horz 2= 189(LC 8) Max Uplift 4=- 120(LC 8), 2= 257(LC 8), 5= -29(LC 8) Max Gray 4= 182(LC 1), 2= 521(LC 28), 5= 290(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 831/259 BOT CHORD 2-6=-347[774 WEBS 3-6=-795/357 NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.Opsf; h =25ft; B=45ft; L =24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi =0.18; MW FRS (directional); Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide ,,,', will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,��, PS A. ,q te e 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 Ib uplift at joint 4, 257 Ib uplift at � S 00 • \ C' • E N S Ce 2 � joint 2 and 29 Ib uplift at joint 5. S, • • . -7 ,,, 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. : � � � • V' C .. 7) "NAILED" indicates 3 -10d (0.148 "x3 ") or 2 -12d (0.148 "x3.25 ") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. • No 39380 • • 8) 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 .... -0 • r__....it_ 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 ` Uniform Loads (plf) • .Jr $T E - • Vert: 1- 4 = -60, 5 -7 = -20 •, -0- -4\ N;(07—• ,.4 4 O " \ � Concentrated Loads (Ib) Vert: 10= 62(F =31, B=31) 12=-73(F=-37, B=-37) 13= 67(F =34, B=34) 14=-4(F=-2, B = -2) 15= 59(F = -30, B=-30) '� '�i,SS ; � N A1. __,c, ``, Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall MiTek* building design. Bracing indicated is to prevent buckling of Individual truss web and /or chord members only. Addittonal temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the B e East t lvd. rxid fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TPI1 Quality Criteria, DSB - and BCSI Building Component 6904 04 P. Parke Eas 8 Safety Information avdlabie from Truss Plate Institute, 218 N. Lee Street Suite 312, Atexa VA 22314. Job Truss Truss Type Qty Ply 1 T8289701 9682SH HJ07C Diagonal Hip Girder 1 1 i Job Reference (optional) i Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:10 2016 Page 1 I D: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- ue8S? Skowgnxfoo -2-2-3 4 -0 -0 9 -10 -1 I I I 2 -2 -3 4 -0 -0 5 -10 -1 4 Scale = 1:24.3 NAILED 4 i - NAILED 4.24 riT 12 NAILED NAILED 2x4 = 11 — in g — 3 I ' u> m NAILED ci NAILED 10 2 1 ' ■I 11 11 ;f i 1 e. � 13 14 15 6 _ 1 ► NAILED NAILED NAILED 3x4 — 5 3x6 NAILED NAILED NAILED 9 -10 -1 I 9 -10 -1 Plate Offsets (X,Y) -- [2:0- 2- 3,0 -1 -8] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (Ioc) 1 /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.24 6 -9 >480 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.60 6 -9 >194 180 BCLL 0.0 * Rep Stress Incr NO WB 0.56 Horz(TL) 0.01 5 Na n/a I l Weight: 43 lb FT = 20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc puffins. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib /size) 4= 182 /Mechanical, 2= 533/0 -7 -6, 5= 293 /Mechanical Max Horz 2= 189(LC 24) Max Uplift 4=- 124(LC 8), 2=- 245(LC 8), 5= -28(LC 8) Max Gray 4= 182(LC 1), 2= 533(LC 1), 5= 302(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2 -3 =- 842/270 BOT CHORD 2- 6=- 346/789 WEBS 3-6=-811/356 NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ff; B =45ft; L =24tt; eave=4ft; Cat. 11; Exp C; Encl., GCpi =0.18; MW FRS (directional); Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide ` ` ' A. q , , ,,, will fit between the bottom chord and any other members. `,,, O • A . ( �� 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Ib uplift at joint 4, 245 Ib uplift at • . �� � �` • G E N 8F• 9 �i � , i� • joint 2 and 28 Ib uplif at joint 5. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. No 39380 . - - • 7) "NAILED" indicates 3 -10d (0.148 "x3 ") or 2 -12d (0.148 "x3.25 ") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. .: 8) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). = . , • LOAD CASE(S) Standard ° "o • ' ■ 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 (,,,ii Uniform Loads (p11) .. ' ,. ..... . � Vert: 1- 4 =-60, 5 -7 = -20 ii i . < G R 1 0 '• %sss N, `� Concentrated Loads (Ib) ' ;9,1 • • • • • Vert: 10 =31(F) 12=- 78(F = -37, B = -41) 13= 28(F =34, B = -6) 14=- 12(F = -2, B = -10) 15=- 64(F = -30, B = -35) 11 t9 / ON • A; ` `` Thomas A. Albani PE No.39380 MFTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 wit A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MITeke connectors. this design Is based only upon parameters shown, and Is for an individual buiding component, not a truss system. Before use, the building designer must verify the applicabiiity of design parameters and properly incorporate this design into the overall MiTek° building design. Bracing indicated Is to prevent buckling of individual truss web and /or chord members only. AddiTbnal temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. for general grddance regarding the Nd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI t Quality Criteria, DSB -89 and BCSI Building Component 6904 04 Tampa, Park rk E e Eaasst t B B Safety Information avdlable from Truss ale Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Job Truss Truss Type Qty Ply T82897021 9682SH HJ13 Diagonal Hip Girder 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:11 2016 Page 1 ID: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- MrigColQh_voHyNl PtvdoGUsG5kv5tyiKfSePGzYOOM -2 -2 -3 3-5-10 , 2-2-3 3 -5-10 Scale = 1:11.9 3 NAILED 4.24 FIT NAILED 8 m t2 r - ' n N 2 1 y 4 _ NAILED 1 NAILED 3x4 = 3 -5 -10 I I 3 -5 -10 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.02 4 -7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.02 4 -7 >999 180 BCLL 0.0 * Rep Stress !nor NO WB 0.00 Horz(TL) 0.00 2 n/a n/a Weight: 14 Ib FT = 20% BCDL 10.0 Code FBC2014/TPI2007 _ (Matrix -M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -5-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 3 =57 /Mechanical, 2= 274/0 -7 -6, 4 =14 /Mechanical Max Horz 2 =97(LC 8) Max Uplift 3= -32(LC 8), 2=- 199(LC 8), 4 = -4(LC 17) Max Gray 3 =65(LC 28), 2= 274(LC 1), 4 =53(LC 24) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= l30mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opsf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MW FRS (directional); Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3, 199 Ib uplift at joint 2 and 4 Ib uplift at joint 4. 11111! /�� 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. , , ,1/ /� 7) "NAILED" indicates 3 -10d (0.148 "x3 ") or 2 -12d (0.148 "x3.25 ") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. ♦,�� - p,s A. A � i � j 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ♦ r` e ♦♦ \ G E N 5' .;94,, 0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 No 39380 Uniform Loads (plf) * • • Vert: Loa 20 — /_ Concentrated Loads (Ib) -p ; _, r Vert: 8=31(F) 9= 28 {F=34, B=-6) � �' ## , " k " � - -� T . E ,�?� � .,��SS N Ai e_ , . ,� ♦ ♦ 1111 Thomas A. Albani PE No.39380 MITek USA, Inc. FL Derr 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 I, 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/032015 BEFORE USE. 2 Design valid fa use only with MITek®v connectors. Mils design k based only upon parameters shown, and is for an indMdual drilding component not i a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MiTek" ei' building design. Brachg indicated is to prevent buckling of individual tans web and/or chord members orr . Additional l rtteiatp temporary 9 rm f lent bracing k always required for stability and to prevent collapse wtth possible personal injury r property Blvd. st Parke E B Parka fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TP11 Quality Criteria, DSB -89 and BCSI Building Component 6904 04 P, rk E B Safety Information avdlable from Truss Rate institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Pl y 1 78269703 9682SH HJ15 Diagonal Hip Girder 2 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:11 2016 Page 1 I D: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- MrigColQh_voHyN I PtvdoGUoo5fP5tyi KfSePGzYOOM I -2-2-3 7 -0 -2 2 -2 -3 7 -0 -2 Scale = 1:17.9 NAILED NAILED 4.24 FIT 9 111111111111111111111111111.111.1111111.1 1 e) m 0 N NAILED " NAILED `v 8 2 ' ' MI 11 1 1 i 1 P IIIIII 10 11 4 1 NAILED NAILED '�/ NAILED NAILED 354 - 7 -0 -2 I I 7 -0 -2 LOADING (psf) SPACING- 2 - - CSI. DEFL. in (loc) I /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.15 4 -7 >539 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.25 4 -7 >334 180 BCLL 0.0 * Rep Stress Incr NO W8 0.00 Horz(TL) 0.01 2 n/a n/a Weight: 25 Ib FT = 20% BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 3= 163 /Mechanical, 2= 327/0 -7 -6, 4 =71 /Mechanical Max Horz 2= 148(LC 8) Max Uplift 3= -95(LC 8), 2=- 226(LC 8) Max Gray 3= 163(LC 1), 2= 384(LC 28), 4= 113(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opsf; h =25ft; B =45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi =0.18; MW FRS (directional); Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 Ib uplift at joint 3 and 226 Ib uplift at joint 2. tltiilitli 6) 7) "NAILED indicates 3 -10d (0..1 "x3 ") or 2-12d (0.1 8 x 25 ") toe-nails. na ls. For l more details MiTek's ST- TOENAIL Detail. ♦ ♦ ���`0,9 A. 4, te, 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ♦ ` c e ,, 41.,<:e � •• \ G EN S '•. ; 7 4 i 1, � • LOAD CASE(S) Standard • No 39380 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 • • • Uniform Loads (plf) Vert: 1- 3 = -60, 4 -5 = -20 Concentrated Loads (Ib) • �p • '• �; Ve 8= 62(F =31, B =31) 10= 67(F =34, B =34) 11=- 4(F= -2, B = -2) • • • �V . °', 4 O R , V . / �� , . /:::, ,� N Ai E , � �♦ ♦ Thomas A Albani PE No.39380 MITNc USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. A Design valid for use only with Mnek® connectors. this design is based only upon parameters shown. and 8101 an IndMdual building component. not a Truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing Indicated Is to prevent buckling of individual Truss web and /or chord members only. Additional temporary ctrl permanent bracing Is always required for stability and To prevent collapse with possible personal injury and property damage. For general guidance regarding the e Easd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPI1 Quality Criteria, Parke East BN Criteria, DSB -89 and SCSI Building Component Tampa. 04 rk Eas B EL Safety Information avdlable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qt' Ply T8289704 9682SH HJ17 Diagonal Hip Girder 4 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:12 2016 Page 1 ID :rHj0Kzg - q 1 FCQ8m2SH1 fv6xUzaQsLUOWtVv1 gAZrZJ BBxjzYOOL -2 -2-3 4 -0 -0 9 -10 -1 2-2-3 4 -0 -0 5 -10 -1 4 ' Scale = 1:22.7 NAILED %� NAILED 3.5411i 12 NAILED NAILED ' 2x4 _ 11 ° m d: 3 ' 9 m NAILED f' r NAILED 10 2 I r y'� J N I ' ' ' I _ al 1 K' 13 14 15 6 NAILED NAILED NAILED 3x4 5 3x8 — NAILED N AILED NAILED 9 -10 -1 I I 9 -10 -1 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.41 6 -9 >284 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.61 6 -9 >192 180 BCLL 0.0 * Rep Stress Incr NO WB 0.62 Horz(TL) 0.01 5 n/a nla Weight: 42 Ib FT = 20% BCDL 10.0 I Code FBC2014/TPI2007 (Matrix -M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -6 -11 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6 -8 -11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb /size) 4= 185 /Mechanical, 2= 466/0 -4 -9, 5= 271 /Mechanical Max Horz 2= 158(LC 8) Max Uplift 4=- 112(LC 8), 2=- 443(LC 8), 5= 222(LC 8) Max Gray 4= 185(LC 1), 2= 466(LC 1), 5= 290(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 904/595 BOT CHORD 2 -6 =- 689/886 WEBS 3 -6 =- 903/702 NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opsf; h =25ft; B =45ft; L =24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi =0.18; MW FRS (directional); porch left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide 0%011111111i will fit between the bottom chord and any other members. `,,� ` /44141, 4) Refer to girder(s) for truss to truss connections. A A e i� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 Ib uplift at joint 4, 443 Ib uplift at �� �"' joint 2 and 222 Ib uplift at joint 5. :sN V, G E N S'�.; 9,�,, °O • 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • 7) "NAILED" indicates 3 -10d (0.148 "x3 ") or 2 -12d (0.148 "x3.25 ") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. . No 39380 • • 8) 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 -p • .�" �� 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 - t'L • Uniform Loads (p11) #•-- '. 4/ � Vert: 1-4=-60, 5-7=-20 �i O ` Q • �,• �� A Concentrated Loads (Ib) Vert: 10= 61(F =31, B =31) 12=-72(F=-36, B=-36) 13= 68(F =34, B =34) 14=-6(F=-3, B = -3) 15=-60(F=-30, B = -30) � . N A�-� ,, 'hrtnn'N Thomas A. Alban' PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 pin A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual buNdirtg component not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall MiTek' building design. Bracing Indicated is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the e East Parke Blvd. fabricatbn, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /IP11 Quality Criteria, DSB - 89 and BCSI Building Component 6904 04 P. rk East B Safety Information available from Iruss Plate Institute, 218 N. Lee Street, Suite 312, Piexandtta, VA 22314. 1 Truss Truss Type Qty Ply I Job T82897051 9682SH HJ27 Diagonal Hip Girder 3 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:13 2016 Page 1 ID: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- IDpadUngDb9W W GW gXHx5thZ7wvMNZhm ?ozxkT P_4 -3 I 4 -11 -0 4.1� I 2 -P -3 4 -11 -0 Scale = 1:37.2 NAILED 4 1I a NAILED -° 4.24 12 11 NAILED 3 � 1 NAILED 3 NAILED 0000000 10 ,/,;), NAILED 4x5 9 '7 2 I 1 Lc> j 1 NJ J brz 1 3 1 4 6 12 7 5 8 NAILED 3x4 = NAILED 3x4 = 3x4 II NAILED NAILED NAILED NAILED I 4 -11 -0 I 4 -10 -o I 4 -11 -0 Plate Offsets (X,Y) -- [2:0- 2- 0,0- 1 -12], [8 :0- 2- 8,0 -1 -8] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.07 7 -8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.10 6 -7 >999 180 BCLL 0.0 * Rep Stress Incr NO I WB 0.36 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I (Matrix -M) I Weight: 58 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6 - 0 - 0 oc bracing. REACTIONS. (lb /size) 8= 478/0 -7 -6, 4= 146 /Mechanical, 5 =288 /Mechanical Max Horz 8= 259(LC 8) Max Uplift 8=- 651(LC 8), 4=- 113(LC 8), 5=- 316(LC 8) Max Gray 8= 664(LC 30), 4= 146(LC 1), 5= 368(LC 28) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -8 =- 551/455, 2 -3 =- 484/374 BOT CHORD 6 -7 =- 423/405 WEBS 2- 7=- 288/453, 3 -6 =- 525/547 NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MW FRS (directional); end vertical left exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2-0-0 wide 0%111111i/i *` A. q //1 , will fit between the bottom chord and any other members. , ` V` � e 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 651 Ib uplift at joint 8, 113 Ib uplift at : �k �` . . E N S'�•. 4 i / I ■ ; joint 4 and 316 Ib uplift at joint 5. : N o 39380 • • 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • 7) "NAILED" indicates 3 -10d (0.148 "x3 ") or 2 -12d (0.148"x3.25") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. — 7. 8) 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 II -� �, . ` Uniform Loads (plf) i i i 0 R 1 0 \ � 1. Vert: 1 - 2= 60, 2 5 - 8 = - 20 i� �S • . • • • . ` �? . Concentrated Loads (Ib) Vert: 9=108(F=54, B =54) 11=- 72(F = -36, B = -36) 13= 3(F =1, B =1) 14=- 42(F = -21, B = -21) � Thomas A Alban' PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 mit 1 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MITek®O connectors. 1Ns design is based only upon parameters shown, and is for a r individual building component, not a truss system. Before use, The building designer must verify the applicability of design parameters and properiY Incorporate this design Into the overall MiTek' alway required for stabl ty and To prey nt collapse with of perso injury ury and da For general guidance went bracing e regarding the Blvd. web East Parke Eat fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /WPi1 Quality Criteria. DSB -89 and SCSI Building Component Tampa. 6904 4 Parke East FL 1 Safety Information avdiable from Truss Plate institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job 'Truss Truss Type Qty Ply T8289706 9682SH HJ27B Diagonal Hip Girder 1 1 i Job Reference (optional) I Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:14 2016 Page 1 ID: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- mQNzrpnl _VHN805s5 ?SKQv5LKJhAIBIBI dg10bzY0OJ 4 -11 -0 9-10-1 4 -11 -0 4 -11 -0 3 Scale = 1:37.2 NAILED T - 4.24 12 J NAILED 10 NAILED 3 11 NAILED 2 9 NAILED j 1 0 NAILED co 8 1 1 1 N N n c N 1 11 11 " j 1 o f 11 12 6 13 5 7 3x4 = NAILED 4 NAILED 2x4 I I 3x4 NAILED NAILED NAILED NAILED 0 -9 -6 4 -11 -0 9 -10 -1 I I 0-6-6 4 -10 -10 4 -11 -0 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.04 5 -6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.10 5 -6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.35 Horz(TL) -0.00 4 rile n/a Weight: 54 Ib FT = 20% BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (Ib /size) 7= 432/0 -5 -10, 3= 146 /Mechanical, 4= 349 /Mechanical Max Horz 7= 140(LC 8) Max Uplift 7=- 199(LC 8), 3=- 109(LC 8), 4=- 225(LC 8) Max Gray 7= 445(LC 26), 3= 146(LC 1), 4= 349(LC 1) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -7 =- 406/185, 1- 2=- 449/216 BOT CHORD 5 -6 =- 300/378 WEBS 1 -6 =- 193/403, 2 -5 =- 489/389 '' NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= lOtmph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft; B =45ft; L =24ft; eave =oft Cat. II; Exp C; Encl., GCpi =0.18; MW FRS (directional); Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide � ` .001111111. ', will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. . 0 P S A, ,q /1, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 Ib uplift at joint 7, 109 Ib uplift at , Q • e '.. joint 3 and 225 Ib uplift at joint 4. `,�� ' •. G E N s . j , i j, 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ` 7) "NAILED" indicates 3 -10d (0.148 "x3 ") or 2 -12d (0.148 "x3.25 ") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. . N O 39380 • • • • 8) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). — 6 � LOAD CASE(S) Standard -p ; -- . s l • 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 � .4s * .r T . te • 4 0 : Uniform Loads (plf) �' T Vert: 1- 3 = -60, 4 -7 = -20 �� � - Concentrated Loads (Ib) �.•' R v•' . � Vert: 10=- 97(F = -49, B=-49) 11=-0(F=-0, B = -0) 12=- 6(F = -3, B = -3) 13=- 53(F = -26, B = -26) , ' , issl Q N A.• �? • %` S / /IIIIIII"l" Thomas A. Albani PE No.39380 MIT* USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 I " 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors. this design 5 based only upon parameters shown. and is for an Individual building component not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate This design Into the overall MiTek" is always required for sabil�ity�and to preprevent ent collapse with of possible person I injury and property dama temporary ge. for general guidancee rding the permanent tracing East BBlvd. e Ea 6904 Park fabrication. storage, delivery, erection and bracing of Busses and truss systems, seeANSI/TPI I Quality Criteria, DSB -89 and BCSI Building Component 69 P, Parke E 0 Safety Information avdlable from truss Plate institute, 218 N. Lee Street, Suite 312, Alexandfla VA 22314. Job Truss Truss Type Qty Ply T8289707 • '9682SH J01 Corner Jack 10 1 Job Reference (optional) 1 Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:14 2016 Page 1 ID: rHj0Kzg_ xvLBX0D73Rh9BvzYj6U- mONzrpnl vHN8Q5s5 ?SKQv5PzJodIDh81 dglObzYOOJ -1 -8 -8 0 -10 -15 1 - 6 -8 1 0-10- Scale =1:8.1 3 ' 6.00112 2 'f 7■Ati■ _ 4 1 2x4 = 0 -10-15 0 -10-15 Plate Offsets (X,Y) -- [2:0- 1- 8,0 -1 -01 LOADING (psi) SPACING- 2 -0 -0 CSI. DEFL- in (loc) 1 /dell L Id PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a Weight: 6 Ib FT = 20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0 -10 -15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb/size) 3=-13/Mechanical, 2= 208/0 -5 -8, 4 = -30 /Mechanical Max Horz 2 =66(LC 12) Max Uplift 3= -13(LC 1), 2=- 169(LC 12), 4= -30(LC 1) Max Gray 3 =25(LC 12), 2= 208(LC 1), 4 =45(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.Opsf; h =25th B =451t; L =24ft; eave =oft; Cat. 11; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 Ib uplift at joint 3, 169 Ib uplift at joint ` *`PS A 111. , 2 and 30 Ib uplift at joint 4. ``, 0 �jI 6) "Semi -rigid pitchbreaks including heels" Member end fixity ■ model was used in the analysis and design of this truss. ,`� . N •. ll No 39380 . ___ 1.1...:-.*:::::::103NRAILIC;v"...":\I 4:::: Thomas A Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 i i th A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. A Design valid for use only with MITek® connectors. this design k based only upon parameters shown, and is for an Individual building component, not a truss system. Before use. The building designer must verify the applicability of design parameters and properly kicorporate this design into The overall MiTek• building design. Bracing indicated Is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Parke East Blvd. fabrication, storage, delivery, erection and bracing of misses and truss systems. seeANSI /IP11 Quality Criteria, DSB -89 and SCSI Building Component 6904 04 P. Parke E 0 Safety Information avdlab�le from Truss Rate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. 1 Job ' Truss Truss Type Qty Ply T8289708 9682SH JO1A Corner Jack 1 1 Job Reference (optional) Budding Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:15 2016 Page 1 I D: rHj0Kzg_ xVLBXOD73Rh9BvzYj6U- FcxL29oxICPEmZg3eizZy6edgj7K1 gxHFHQrY 1 zYOOI 0 -10 -15 I I 0 -10 -15 Scale = 1:6.9 i 1 6 Q M I i kMl■ 3 ■A 2x4 = 0 -10 -15 I I 0 -10 -15 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a Weight: 3 Ib FT = 20% BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0 -10 -15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (Ib /size) 1= 36/0 -5 -8, 2 =21 /Mechanical, 3 =15 /Mechanical Max Horz 1 =18(LC 12) Max Uplift 1 = -4(LC 12), 2= -12(LC 12), 3 = -4(LC 12) Max Gray 1 =36(LC 1), 2 =21(LC 1), 3 =16(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= l30mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opsf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 Ib uplift at joint 1, 12 Ib uplift at joint 2 ,`,``' 1111111i and 4 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ♦ ♦�♦ M A q�B,i�i ■ � ♦ A * 0 GE N S F •:92 i . '• . No 39380 ; ■ Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 I mie,, 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use oNy with MITekS connectors. This design is based only upon parameters shown, and Is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. &acing Indicated is to prevent buckling of Individual truss web and /or chard members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East BNd. fabrication, storage, delivery, erection and bracing of trusses and muss systems, seeANSI /TPI I Qualify Criteria, a Criteria, DSB -89 and BCSI Building Component Tampa, 04 Padre E 0 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply 9682SH J03 Corner Jack 8 1 T8289709 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:15 2016 Page 1 I D: rHj xvLBXOD73Rh9BvzYj6U- FcxL29oxICPEmZg3eizZy6eajj6N 1 gxHFHQrY1 zYOOI -1 -6 -8 2 -10 -15 1-6 -8 2 -10 -15 Scale = 1:13.2 3 I 6.00',12 8 • 2 1 =, 4 bald 2x4 2 -10 -15 2 -10 -15 Plate Offsets (X,Y) -- 12:0- 1- 8,0 -1 -0] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4 -7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(LL) -0.01 4 -7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/fPI2007 (Matrix -M) Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -10 -15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (Ib /size) 3 =62 /Mechanical, 2= 231/0 -5 -8, 4 =27 /Mechanical Max Horz 2= 106(LC 12) Max Uplift 3= -33(LC 12), 2=- 121(LC 12) Max Gray 3 =63(LC 17), 2= 231(LC 1), 4 =48(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opsf; h=25ft; B =45ft; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 2 -10 -3 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 Ib uplift at joint 3 and 121 Ib uplift at ,`��`�0 S 1 Al / //� 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `�� o .. A i • , • � , �• G E N • • • • / 0. No 39380 • C" OR1V..' \`: � 4 //IIIIIIIL° Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 but r 1 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11 -7473 rev. 10/03/2015 BEFORE USE. Design valid for use oNy with MiTek® connectors. This design Is based only upon parameters shown, and Is for cn Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and /or chord members oNy. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI 1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T8289710 9682SH J03A Corner Jack 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:16 2016 Page 1 ID: rHjOKzg _xvLBXOD73Rh9BvzYj6U- joVjFVpZW WX5NjFFCQUoVKBn ?6S5m7BRUx9P4UzYOOH 2 -10 -15 2 -10 -15 Scale: 1' =1' 2 6.00 12 i vi n of or 1 � 3 2x4 = 2 -10 -15 2 -10 -15 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL- in (loc) I /deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 3 -6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 3 -6 >999 180 BCLL 0.0 * Rep Stress Incr YES W8 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 9 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -10 -15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (Ib /size) 1 =114 /Mechanical, 2 =74 /Mechanical, 3 =40 /Mechanical Max Horz 1 =58(LC 12) Max Uplift 1= -14(LC 12), 2= -45(LC 12) Max Gray 1= 114(LC 1), 2 =74(LC 1), 3 =53(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opsf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 Ib uplift at joint 1 and 45 Ib uplift at joint 2. 0111111/111 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. O t PS A. q e ■•% ` . ` & •' E N S ' .� • • No 39380 • • • • • >U: •ce•. . C? Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 ' A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me -7473 rev. 10/03/2015 BEFORE USE. Design valid for use oNy with MITek® connectors. lhis design is based only upon parameters shown, and is for cm individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and taus systems, seeANSI /1PI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East BNd. Safety Information avdiable from Truss Plate Institute, 218 N. Lee Street Suite 312, Ptexandrla, VA 22314. Tampa. FL 33610 Job 'Truss Truss Type Qty Ply I T8289711 9682SH J03C Corner Jack 1 1 Job Reference (optional) Budding Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:16 2016 Page 1 I D: rHjOKzg _ xvLBX0D73Rh9BvzYj6U -joVj FVpZW W XSNj FFCQUoV KBn46SAm7BRUx9P4UzY00H 2 -9 -7 2 -9 -7 Scale: 2 6.00 '12 3 2x4 = 2 -9 -7 2 -9 -7 LOADING (psf) SPACING 2 - - CSI. DEFL. in (loc) 1 /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.01 3 -6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(LL) -0.01 3 -6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a nla BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 9 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -9 -7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 1= 109 /Mechanical, 2 =71 /Mechanical, 3 =38 /Mechanical Max Horz 1 =56(LC 12) Max Uplift 1= -12(LC 12), 2= -45(LC 12) Max Gray 1= 109(LC 1), 2 =71(LC 1), 3 =51(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft B =45ft; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 Ib uplift at joint 1 and 45 Ib uplift at 6) j Semi -ri id pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1 ,s t � ' 4 I 9 P 9 tY Ys 9 %0 M PS A. A a le • •\GEi . '92/, • No 39380 • ,,sS1 ONA,� ``s Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown. and Is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" 8 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and inks systems, seeANSI /TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Informafon ovdlabie Born Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandrlo, VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply T8289712 9682SH J05 Corner Jack 5 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:17 2016 Page 1 I D: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- B ?35TrgBHgfy ?tq Rm7012XjvJW IfVaRajbvycwzYOOG -1 -6 -8 4 -10 -15 1 -6 -8 4 -10-15 Scale = 1:18.1 3 6.00 u: 8 2 1 i 4 3x4 = 4 -10 -15 4 -10 -15 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4 -7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.07 4 -7 >870 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 18 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4 -10 -15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 3= 121 /Mechanical, 2= 301/0 -5 -8, 4 =58 /Mechanical Max Horz 2= 147(LC 12) Max Uplift 3= -73(LC 12), 2=- 121(LC 12) Max Gray 3= 121(LC 1), 2= 301(LC 1), 4 =88(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= l30mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opsf; h =25ft; B =45tt; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 4 -10 -3 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 Ib uplift at joint 3 and 121 Ib uplift at joint 2. `1 1%111111/1 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. N , , s 0% s A. A (� � G E N • No 39380 • • ��� Cc\A. <0R1Q '���• 1111111 Thomas A. Albans PE No.39380 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 eeee 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into The overall building design. Bracing Indk:ated Is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TPI1 Quality Criteria, DSB - and BCSI Building Component 6904 Parka East Blvd. Safety Information avcilabie from 'truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type I Qty Ply T8289713 9682SH JO5C Corner Jack 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:17 2016 Page 1 I D: rHjokzg_ xvLBXOD73Rh9BvzYj6U- B ?35TrgBHgfy ?tgRm7012Xju7W ICVaRajbvycwzY0OG 4 -9 -7 4 -9-7 Scale = 1:16.9 2 6.00 12 7 1 3 2x4 = 4 -9 -7 4-9-7 Plate Offsets (X,Y) -- [1:0- 0- 0,0 -0 -01 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.04 3 -6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) - 0.07 3-6 >821 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 15 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4 -9 -7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (Ib /size) 1= 189 /Mechanical, 2= 126 /Mechanical, 3 =63 /Mechanical Max Horz 1 =97(LC 12) Max Uplift 1= -23(LC 12), 2= 80(LC 12) Max Gray 1= 189(LC 1), 2= 126(LC 1), 3 =89(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.Opsf; h =25ft; B =45ft; L =24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) 0 -0 -0 to 3 -0 -0, Interior(1) 3 -0 -0 to 4 -8 -11 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Pr ot i 2. e mechanical connection (by others) of truss to bearing plate capable of withstanding 23 Ib uplift at joint 1 and 80 Ib uplift at Ott 0%11111/Iii, �� 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `� z � •' G E N S ' • 4/, e • 1• �•�' F is • • . • • • • • : No 39380 • • : ▪ -0 -�' • TA E : • e ft/ i N . ? �. �n1n Thomas A. Albani PE No.39360 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mliek3 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall buffeting design. Bracing Indicated Is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI 1 Quality Criteria, DSB -89 and BCSI Building Component Safety Information avdlable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply I T8289714 9682SH J07 Jack -Open ;13 1 I Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:17 2016 Page 1 I D: rHjoKzg xvLBXOD73Rh9BvzYj6U- B ?35TrgBHgfy ?tq Rm7012XjpZW hbVaRajbvycwzYOOG -1 -6 -8 7 -0 -0 1-6-8 7 -0-0 Scale = 1:23.3 3 'J ,1 6.00 12 n N 9 6 v, 8 2 1 , , 1 3x4 = 4 7-0-0 7 -0-0 LOADING (psf) SPACING- 2 - - CSI. DEFL. in (loc) I /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.13 4 -7 >620 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.30 4 -7 >281 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 Na n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 25 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (Ib /size) 3= 180 /Mechanical, 2= 380/0 -5 -8, 4 =87 /Mechanical Max Horz 2= 190(LC 12) Max Uplift 3=- 111(LC 12), 2= 127(LC 12) Max Gray 3= 180(LC 1), 2= 380(LC 1), 4 =128(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opsf; h=25ft; B =45ft; L =24ft; eave =4ft; Cat. 11; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 6 -11 -4 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 Ib uplift at joint 3 and 127 Ib uplift at joint 2. '`1 11111111/ / ii 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `,, PS A q C � , � , , ■ NZ` . `V •' ` \ G EN i'..11, 1 , , No 39380 i11 s s l0N AL . v l 1111111 Thomas A. Alban' PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 o w o 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss syslern. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /IP11 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 I Job Truss Truss Type Qty Ply T8289715 9682SH JO7B Jack -Open 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:18 2016 Page 1 ID: rHjoKzg_ xvLBXOD73Rh9BvzYj6U- fBdTgBrp27nod1 PeKrXGalGzjwl W E1 hkxFeV9MzY0OF 7 -0 -0 7-0-0 Scale = 1:23.0 2 .r 1 6.00112 8 N O 7 in (0 6 1 r7 - n G PPP 1 N /� d ' \ 3x4 = 3 7 -0 -0 7 -0 -0 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.15 3 -6 >563 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.32 3 -6 >260 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 22 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purfins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (Ib /size) 1= 278/0 -5 -8, 2= 185 /Mechanical, 3 =92 /Mechanical MaxHorz 1= 142(LC 12) Max Uplift 1= -36(LC 12), 2=- 116(LC 12) Max Gray 1= 278(LC 1), 2= 185(LC 1), 3= 130(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.Opsf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) 0 -0 -0 to 3 -0 -0, Interior(1) 3 -0 -0 to 6 -11 -4 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 Ib uplift at joint 1 and 116 Ib uplift at joint 2. ` ,�%1 t 11 1111 1 � I, 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. s� t p,S A. , ,, , j ' No 39380 ' r. . ....A ' . � 0 R , p : c % • ' � N A1- %%o`. Thomas k Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 mit 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for en individual building component, not a truss system. Before use, the building designer muss verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndNidual truss web and /or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the e East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/1PI1 Quality Criteria. DSB - and BCSI Building Component Tampa, 6904 Parke East 0 Safety Information avdiable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Ajexandrkl, VA 22314. rre a Job Truss Truss Type Qty Ply I T8289716 9682SH JO7C Jack -Open 5 1 Job Reference (optional) i Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:18 2016 Page 1 ID: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- fBdTgBrp27nod1 PeKrXGaIGzOwl rEl hIo FeV9MzYOOF I 6 -10-8 I 6 -10 -8 Scale = 1:22.2 2 ! , I, 6.00 FIT n r 8 N O 7 N m P r a.P-111., _ 0) 3x4 = 3 1 6 -10 -8 I 6 -10 -8 LOADING (psf) SPACING- 2 - - CSI. DEFL- in (Ioc) I /defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.14 3 -6 >594 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(LL) -0.29 3 -6 >278 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 22 lb FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 1= 273 /Mechanical, 2= 183 /Mechanical, 3 =90 /Mechanical MaxHorz 1= 140(LC 12) Max Uplift 1= -34(LC 12), 2=- 116(LC 12) Max Gray 1= 273(LC 1), 2= 183(LC 1), 3= 128(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= l30mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.Opsf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. 11; Exp C; Encl., GCpi =0.18; MW FRS (directional) and C -C Exterior(2) 0 -0 -0 to 3 -0 -0, Interior(1) 3 -0 -0 to 6 -9 -12 zone;C -C for members and forces & MW FRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide wit fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 Ib uplift at joint 1 and 116 Ib uplift at 6) joint Semi -ri id itchbreaks includin heels Member end fixi model was used in the anal sis and desi n of this truss. ♦♦ t � ,'„" A. , , ,, 9 P including " fixity Y 9 � *.k A. A � /� • I No 39380 • • * — -0 f.. rc.=` � �" 4 : - - E - :� . , c, Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 1 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use oily with MITekOO connectors. This design is based only upon parameters shown, and Is for an i ndMdual building component. not a truss systern. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and taus systems, seeANSi/TPI 1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type IQty Ply I T82897171 9682SH J09 Corner Jack 1 1 I 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15 :09:19 2016 Page 1 I D: rHj0Kzg_ xvLBX0D73Rh9BvzYj6U- 7NBsuXrRpRvfE B_gtY2V7ypJfKVGzUxtAvO3hpzY00E 0 -10 -15 0 -10 -15 Scale = 1:6.9 6.00'' 12 2 0 1 _ ,,,, d r1 ■ d 114/ ■ . - 3 =. 2x4 = 0 -10 -15 0 -10 -15 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 3 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0 -10 -15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 1= 36/0 -5 -8, 2 =20 /Mechanical, 3 =15 /Mechanical Max Horz 1 =18(LC 12) Max Uplift 1 = -4(LC 12), 2= -12(LC 12), 3 = -4(LC 12) Max Gray 1 =36(LC 1), 2 =20(LC 1), 3 =16(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= l30mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.0psf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. 11; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 Ib uplift at joint 1, 12 Ib uplift at joint 2 and 4 Ib uplift at joint 3. �11j11111111 /s,�' 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,, PS A. 'q( e ` • :,<Z% •' ' 9�, , .. N o 39380 :-� -T E -.. . w� 11/43 4 /0 " 0" N A� E 1.�`N Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design k based only upon parameters shown, and Is for an kidividual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPl1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Bird. Safety information avdlable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandrla, VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply T8289718 9682SH J11 Corner Jack 8 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:19 2016 Page 1 ID: rHjoKzg_ xvLBXOD73Rh9BvzYj6U- 7NBsuXrRpRvfEB _gtY2V7ypHxKVvzUxtAvO3hpzY00E -1 -6 -8 0 -10 -15 1 -6 -8 I 0 -10 -15 Scale = 1:7.0 3 i I 5.00 12 1 2 1 1 1 4 1 3x4 = 0 -10 -15 1 0 -10 -15 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.18 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 5 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0 -10 -15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 3 = -13 /Mechanical, 2= 208/0 -3 -8, 4=-30/Mechanical Max Horz 2 =55(LC 12) Max Uplift 3= -13(LC 1), 2=- 178(LC 12), 4= -30(LC 1) Max Gray 3 =19(LC 12), 2= 208(LC 1), 4 =35(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= l0lmph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft B =45ft; L =24ft; eave =oft; Cat. 11; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) zone; porch left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 Ib uplift at joint 3, 178 Ib uplift at joint 2 and 30 Ib uplift at joint 4. . 01111111111 // ,� 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ♦� �� 0 " S A. , / %i No 39380 •• 1. ' 111 /1111110 - Thomas A Alban' PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 I i 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Net Design valid for use oily with Mi1ek0 connectors. TMs design b based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabricatlon, storage. delivery, erection and bracing of trusses and truss systems, seeANSI /IPI1 Quality Criteria, DSB -89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avd fable from Truss Mate Institute, 218 N. Lee Street, Suite 312, Nexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T8289719 9682SH J13 Corner Jack 8 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:20 2016 Page 1 ID: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- bakE5ts3Zt1 WsLZORGZktALShjgGixA1 PZ7cDFzYOOD -1 -6 -8 2 -10 -15 1 -6-8 2 -10 -15 Scale = 1:11.2 3 i - 5.00 12 8 • N 2 N ' O ' 1 __ 4 3x4 = 2 -10 -15 2 -10 -15 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4 -7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4 -7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 12 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -10 -15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (Ib /size) 3 =62 /Mechanical, 2= 231/0 -5 -8, 4 =27 /Mechanical Max Horz 2 =88(LC 12) Max Uplift 3= -37(LC 12), 2= 165(LC 12), 4— 25(LC 9) Max Gray 3 =62(LC 1), 2= 231(LC 1), 4 =48(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 2 -10 -3 zone; porch left and right exposed;C -C for members and forces & MW FRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 Ib uplift at joint 3, 165 Ib uplift at joint 2 and 6) "Semi-rigid id u tchbreaks t includin heels" Member end fixity model was used in the analysis and design of this truss. �% `' s r', �� ��i s' P including ty v�' s `• M ... E N qC6,_„„ No 39380 • r :T • O�� • ��� R • N A C� �. Thomas A. Aibani PE No.39380 MfTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITe63 connectors. this design k based only upon parameters shown, and is tor an individual building component, not a truss system. Before use, the building designer must verify the appllcabNity of design parameters and properly incorporate this design into the overall brMding design. Bracing indicated Is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systems, seeANSI /WVII Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply T8289720 9682SH J15 1 Corner Jack 8 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:20 2016 Page 1 ID: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- bakE5ts3Z11 WsLZORGZkfALONjmrixA1 PZ7cDFzYOOD -1 -6 -8 4 -10 -15 1 -6 -8 4 -10 -15 H Scale = 1:15.3 3 5.00 12 8 2 1 /1 1 " 4 3x4 = 4 -10 -15 4 -10 -15 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.09 4 -7 >661 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.07 4 -7 >885 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 18 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4 -10 -15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 3 =121 /Mechanical, 2= 301/0 -3 -8, 4 =58 /Mechanical Max Horz 2= 123(LC 12) Max Uplift 3= -77(LC 12), 2= 196(LC 12), 4= -46(LC 12) Max Gray 3= 121(LC 1), 2= 301(LC 1), 4 =87(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft; B =45tt; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 4 -10 -3 zone; porch left and right exposed;C -C for members and forces & MW FRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 Ib uplift at joint 3, 196 Ib uplift at joint 2 and 46 Ib uplift at joint 4. 00011111//ii. , 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. O� ` NS A. q , ,,, ` •• \G 4e • • No 39380 *. .� FS • ....... 0 R p• \ Thomas A. Albans PE No.39380 MfTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M# -7473 rev. 10/03/2015 BEFORE USE. Design valid for use oNy with MITek® connectors. This design Is based only upon parameters shown. and Is for an individual building component, not a Truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' 6 always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication, storage, delivery. erection and bracing of Tntsses and truss systems, seeANSI /IPIl Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T8289722 9682SH J21 Corner Jack 6 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:21 2016 Page 1 I D: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- 3mIcJDthK29N UU8D ?z4zCN uZ277q ROQAeDtAIhzY00C -1 -6-8 0 -10 -15 1 -6 -8 0 -10-15 Scale = 1:17.4 6.00 12 3 3x4 l' I 2 1 ' h a N ' In - 1 , 5 4 3x4 I I 0 -10 -15 0 -10-15 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL- in (loc) I /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 8 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0 -10 -15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS. (Ib /size) 5= 245/0 -5 -8, 3=- 78/Mechanical, 4=-6/Mechanical Max Horz 5= 137(LC 12) Max Uplift 5= -75(LC 8), 3= -78(LC 1), 4=- 143(LC 12) Max Gray 5= 245(LC 1), 3 =27(LC 8), 4 =80(LC 10) FORCES. (Ib) - Max. Comp. /Max. Ten. - At forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft; B=45ft; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) zone; end vertical left exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) tor truss to truss connections. 5) Provide b uplift kcal of connection (by others) of truss to bearing plate capable of withstanding 75 Ib uplift at joint 5, 78 Ib uplift at joint 3 = 1 S I AI! lit. ,, 4. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. %I. ' , O P A & 4, S • • , . . • No 39380 .. : f 't- _ ''fi r " : .:, --.S T . E . "' :mow: Thomas A. Alban! PE No.39380 MITek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 I ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1041312075 BEFORE USE. �t Design valid for use only with Milek® connectors. This design Is based only upon parameters shown, and Is for an individual balding component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall balding design. Bracing indicated Is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' ek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSI /TPI l Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, EL 33610 Job Truss Truss Type Qty Ply 1 T8289723 9682SH J21B Corner Jack 2 1 Job Reference (optional) I Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:22 2016 Page 1 I D: rHjOKzg _xvLBXOD73Rh9BvzYj6U -Xys_W ZuK5MH E5eiPZgbCIbRpOXW KArgJstcj17zYOOB 0 -10 -15 0 -10 -15 6.0012 Scale = 1:17.4 2 j 2x4 41 1 P i • IIMIllI W. W 4 2x4 I I 3 0 -10 -15 0 -10 -15 LOADING (psf) 1 SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a 1 BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 6 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0 -10 -15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (Ib /size) 4= 30/0 -4 -8, 2 =22 /Mechanical, 3 =8 /Mechanical Max Horz 4 =15(LC 12) Max Uplift 2= -37(LC 12), 3= 19(LC 12) Max Gray 4 =40(LC 12), 2 =26(LC 17), 3 =15(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= l30mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.0psf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MW FRS (directional) and C -C Exterior(2) zone;C -C for members and forces & MW FRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 Ib uplift at joint 2 and 19 Ib uplift at ,,0 , A , P I I Al.gg, ,' , ♦ ♦ , joint 3. `� 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �� e A . .., G ♦ - : . No 39380 7. _ • F. - 01 .0 . — ',&• 0 R \ : .• 0' ,�� i timittit t Thomas k Albanl PE No.39360 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. iin Design valid for use oNy with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent Tracing MiTek a always required for stobllity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Parke East Blvd. fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB -89 and BCSI BulIding Component 6904 04 Tampa, Parke Ea 0 Safety Information avdlable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T8289724 9682SH J23 Corner Jack 6 1 1 Job Reference (optional) j Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:22 2016 Page 1 1 D: rHj0Kzg _xvLBXOD73Rh9BvzYj6U -Xys_W ZuK5M HE5ei PZgbC1bReBXQHArgJstcjI7zY0OB -1 -6 - 8 2 - 10 - 15 1 - 6 - 8 2 - 10 - 15 Scale = 1:22.3 3 6.00 FY 1 6 4x5 11 2 1 I ►- 5 4x5 II 4 2 -10 -15 2 -10 -15 Plate Offsets (X,Y) -- [2:0-2-8,0-1-12], [5:0-2-8,0-0-8] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.02 4 -5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) 0.02 4 -5 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) -0.10 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 15 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -10 -15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (Ib /size) 5= 241/0 -5 -8, 3 =54 /Mechanical, 4= 23/Mechanical Max Horz 5= 177(LC 12) Max Uplift 5= -41(LC 8), 3= -77(LC 12), 4=-42(LC 12) Max Gray 5= 241(LC 1), 3 =69(LC 17), 4 =50(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft; B =45ft; L =24ft; eave =oft Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 2 -10 -3 zone; end vertical left exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. , ��rt0 111111 111 4_ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 Ib uplift at joint 5, 77 Ib uplift at joint 3 `�� $ A. A // and 42 Ib uplift at joint 4. ■• Q`�'` ...... ' e 00 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. % k 6) �.• ..; Q2 / ,# i No 39380 ' • -* • :. - T. E . • ! 4U• Thomas k Afbani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 ■ 1 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. this design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' S always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSI/1PI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avciiable from truss Rate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type IQty Ply I T8289725 9682SH J239 Corner Jack i 2 1 Job Reference (optional) i Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:23 2016 Page 1 I D: rHjoKzg_ xvLBX0D73Rh9BvzYj6U- 09QMjuuysgP5joHb6O6RHozvsxpbvlwTSXMGgazYO0A 2 -10 -15 2 -10 -15 Scale = 1:22.3 6.00 Fl 2 2 I, 3x4 II 1 fa0 01 n m La M a1> 4 3x4II 3 2 -10 -15 2 -10 -15 I Plate Offsets (X,Y) -- [4:0- 2- 0,0 -0 -8] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /defl LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.01 3 -4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.01 3 -4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.07 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 12 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -10 -15 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 4= 108/0 -4 -8, 2 =78 /Mechanical, 3 =30 /Mechanical Max Horz 4 =55(LC 12) Max Uplift 2= -73(LC 12), 3= -13(LC 12) Max Gray 4= 108(LC 1), 2 =80(LC 17), 3 =53(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vuit= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.0psf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. , %tI I I /IS g 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 Ib uplift at joint 2 and 13 Ib uplift at ,% -A NS A. A t joint 3. ♦ ■• �`"`, B 4,, 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ` ♦ ♦ ♦ � G E N 5' q 2 / ' • i • No 39380 * • r: : #,1 � O N A� E �. �`� Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 I A WARNING - Verily design parameters and RE NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl -7473 rev. 10/03/2015 BEFORE USE. tit Design valid for use only with Mirek® connectors. TMs design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the appllcabAlty of design parameters and properly Incorporate this design into the overall building design. Bracing Irxlk:ated Is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSl /1Pi1 Quality Criteria, OSB -89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. lee Street, Suite 312, Aiexandda, VA 22314. Tampa. FL 33610 �I, Job Truss Truss Type Qty Ply 1 T8289726 9682SH J25 Corner Jack 6 1 Job Reference (optional) Budding Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:23 2016 Page 1 I D: rHjoKzg_ xvLBXOD73Rh9BvzYj6U- 09QMjuuysgP5joHb6O6RHozgkxhFvlwT5XMGgazY00A -1 -6-8 4 -10 -15 1 -6 -8 4 -10 -15 Scale = 1:27.1 3 `J ,1 6.00,,. 7 4x5 11 6 2 PP Al 1 . I 5 4 5x10 MT2OHS I 4 -10 -15 4 -10-15 Plate Offsets (X,Y) -- [2:0- 2- 8,0 -1 -12] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.08 4 -5 >676 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.08 4 -5 >701 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.25 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 21 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4 -10 -15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 - 0 - 0 oc bracing. REACTIONS. (lb /size) 5= 308/0 -4 -8, 3= 121 /Mechanical, 4 =49 /Mechanical Max Horz 5= 218(LC 12) Max Uplift 5= -50(LC 12), 3=- 113(LC 12), 4= -23(LC 12) Max Gray 5= 308(LC 1), 3= 130(LC 17), 4 =89(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -5 =- 263/226 NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.0psf; h =25ft; B =45ft; L =24f ; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 4 -10 -3 zone; end vertical left exposed;C -C for members and forces & MWFRS for reactions shown; 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) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide ` ,r,1� 11111 I /ii OS , will fit between the bottom chord and any other members. .. „, 1 S A. . ” ' ', i, 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 Ib uplift at joint 5, 113 Ib uplift at joint •: � * .• E N S ••. 9 2 i 1 ∎ 3 and 23 I b uplift at joint 4. •• �' F 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. No 39380 °'S � S O R, �.c - P r-----"----1"."2". ., 4. , ∎• «ti �O N Ai E ````s Thomas A Alberti PE No.39380 MITek USA, Inc. R_ Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 I _ Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI47473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown. and Is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSt /IPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Bbd. I l i Safety Information avdlable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexondrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T8289727 9682SH J25B Corner Jack 2 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:24 2016 Page 1 I D:rHj0Kzg_xvLBXOD73Rh9BvzYj6U -U L_IxEvadzXyLysng5egg0W yXL4FeIAcKB5gMOzYOO9 4 -10 -15 4 -10 -15 Scale = 1:27.1 2 6.00 1 , 6 3x4 H 5 OR kVA 4 3 5x10 MT2OHS I I 4 -10 -15 4 -10 -15 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.06 3 -4 >887 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.07 3 -4 >814 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.21 2 Na n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 19 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4 -10 -15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (Ib /size) 4= 188/0 -3 -0, 2= 133/Mechanical, 3 =55 /Mechanical Max Horz 4 =96(LC 12) Max Uplift 2=- 109(LC 12), 3= 8(LC 12) Max Gray 4= 188(LC 1), 2= 135(LC 17), 3 =91(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft; B =45ft; L =24ft; eave =4th Cat. II; Exp C; Encl., GCpi =0.18; MW FRS (directional) and C -C Exterior(2) 0 -1 -12 to 3 -1 -12, Interior(1) 3 -1 -12 to 4 -10 -3 zone;C -C for members and forces & MW FRS for reactions shown; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. ,, 0111111111/i. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 Ib uplift at joint 2 and 8 lb uplift at ,� p$ A. q Ii, joint 3. %%% ( e , 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ��� �� G E N S+ • • 14, , , �� • • No 39380 "0 .: , Thomas A. Alban' PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 1 � Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M# -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only Witt MITek®O connectors. This design Is based only upon parameters shown. and Is for an individual building component. not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek 8 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the e East Blvd. fabr,catbn, storage, delivery. erection and bracing of trusses and truss systems. seeANSI /TPI1 Quality Criteria. DSB -89 and BCSI Building Component Tampa. 6904 Parke E 0 Safety Information available from truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandria, VA 22314. Job Truss Truss Type Qty Ply T8289728 9682SH I J27 Jack -Open 2 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:24 2016 Page 1 ID: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- UL_ IxEvadzXyLysng5egg0WysL _velAcKB5gM0zY0O9 -1 -6 -8 7 -0 -0 1-6-8 7 -0 -0 Scale = 1:33.5 3 6.00 1 7 6 r.- 3X6 II N O 1 2 6 N N 1 '1 l ■ ►M ►/ 5 4 8x14 M18SHS I I 7 -0 -0 7-0-0 Plate Offsets (X,Y) -- [2:0 -2- 14,0 -0 -0] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.22 4 -5 >377 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.29 4 -5 >285 180 M18SHS 244/190 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.44 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 28 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (Ib /size) 5= 385/0 -5 -8, 3= 184 /Mechanical, 4 =75 /Mechanical Max Horz 5= 260(LC 12) Max Uplift 5= -67(LC 12), 3=- 151(LC 12), 4= -12(LC 12) Max Gray 5= 385(LC 1), 3= 191(LC 17), 4= 128(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -5 =- 325/248 NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.0psf; h =25ff; B =45ft; L =24ft; eave =oft Cat. 11; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 6 -11 -4 zone; end vertical left exposed;C -C for members and forces & MWFRS for reactions shown; 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) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide , , ` 1 11 11111 1.1. 1 , will fit between the bottom chord and any other members. ` ,�N „ . n S A. A( le 5) Refer to girders) for truss to truss connections. I 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 Ib uplift at joint 5, 151 Ib uplift at joint :• :�X • G E N s �. ; 7 i ce' / 3 and 12 Ib uplift at joint 4. • 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. N O 39380 • : • *_. ,. • • • % ' � � I / -AN 'Ito, I O N P1 �.�`� Thomas A. Aibani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 o m il 0 WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10103/2015 BEFORE USE. Design valid for use only wlih MiTek® connectors. This design S based only upon parameters shown, and Is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of IndMdual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' N dways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems. seeANSI/IPI1 Quality Criteria, DSB - and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply T8289729 9682SH J27A Jack -Open 2 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:25 2016 Page 1 I D: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- yXY78awCOHgpy6R _Ep9VMD38DkMjNCQmYrrNuSzYOO8 I 7 -0 -0 7 -0 -0 Scale = 1:33.5 2 6.00 12 6 5 N IA 0 3x4 11 6 II fi 4 3 5x10 MT2OHS II 7-0-0 7 -0 -0 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.18 3 -4 >452 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.29 3 -4 >279 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.38 2 rt/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5 -4 -11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9 -3 -9 oc bracing. REACTIONS. (Ib /size) 4= 272/0 -3 -0, 2= 193/Mechanical, 3 =79 /Mechanical Max Horz 4= 139(LC 12) Max Uplift 2=- 147(LC 12), 3 = -2(LC 12) Max Gray 4= 272(LC 1), 2= 194(LC 17), 3= 130(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opsf; h =25ft; B =45ft; L =24ft; eave =oft; Cat. 11; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) 0 -1 -12 to 3 -1 -12, Interior(1) 3 -1 -12 to 6 -11 -4 zone;C -C for members and forces & MWFRS for reactions shown; 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) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 00 1%111111111 4 E ,0 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint 2 and 2 Ib uplift at ,, -A PS A. , i, joint 3. �N O 1 49 1 ,, , 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • k\>` ••• \ G E N i 2 , No 39380 ' y . • A • • •-, N .. A .. k... .• i r Thomas A. Mani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 4 i d" A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2016 BEFORE USE. Design valid for use only with Milek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek* building design. Bracing indicated Is to prevent buckling of IndMdual truss web and /or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TPI1 Quality Criteria, DSB -89 and S 6904 a CSI Building Component Tampa. 04 Parke E 0 Safety Information avdlable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T8289730 9682SH J33 Jack -Open 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:25 2016 Page 1 I D: rHjOKzg xvLBXOD73Rh9BvzYj6U- yXY78awCOHgpy6R_Ep9vMD3FtkU I NCQmYrrNuSzYOO8 -1 -6 -8 2 -6 -8 1 -6 -8 2 -6 -8 Scale = 1:12.2 3 6.00 12 2 4 3x4 = 2 -6 -8 2-6-8 LOADING (psf) SPACING- 2 - - CSI. DE FL. in (loc) I /defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.01 4 -7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.01 4 -7 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 2 Na n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 11 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -6-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 2= 220/0 -5 -8, 4 =74 /Mechanical Max Horz 2= 121(LC 12) Max Uplift 2=- 132(LC 12), 4= -48(LC 9) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opst; h=25ft; B =45ft; L =24ft eave=4ft; Cat. 11; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 2 -6 -8 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 Ib uplift at joint 2 and 48 Ib uplift at joint 4. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. .1%% 0" � MPS A : q � 6 4!P, O •�, G E N ' • • No 39380 * • I_ .-T 2 • i Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 ms . Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE A81-7473 rev. 1e/03/2015 BEFORE USE. Design valid for use only with MITek© connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and /or chord members only. Additional Temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job I Truss Truss Type Qty Ply T8289731 9682SH J35 Jack -Open 2 1 1 Job Reference (optional) I Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:26 2016 Page 1 I D: rHj0Kzg xvLBXOD73Rh9BvzYj6U- Qj6VMwxg9bogaGOAoW g8vRbQo8ga6fgvnVawRvzYOO7 -1 -6 -8 5 -0 -0 1 -6 -8 5 -0-0 Scale = 1:18.3 3 6.00112 1. 0 N N 8 a 2 � - t 4 1 354 = 5 -0 -0 I 5-0-0 LOADING (psf) SPACING 2 - - CSI. DEFL. in (loc) 1 /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.04 4 -7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.07 4 -7 >821 180 BCLL 0.0 Rep Stress Incr YES i WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I (Matrix -M) Weight: 19 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -0 -0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 3= 124 /Mechanical, 2= 304/0 -5 -8, 4 =59 /Mechanical Max Horz 2= 149(LC 12) Max Uplift 3= -74(LC 12), 2=- 121(LC 12) Max Gray 3= 124(LC 1), 2= 304(LC 1), 4 =90(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; VuIt= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.Opst h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 4 -11 -4 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 Ib uplift at joint 3 and 121 Ib uplift at joint 2. ‘11.2.1:11''‘ 1 /1111 / /I,��I 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,,,‘� A. A j I, No 39380 z -o •• ligl • tr ...,-. / /,,`,y " Thorns A. Alban) PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 1 lit Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8 -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a Truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of IndMdual truss web and /or chord members only. Additional temporary and permanent bracing Ml lek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage. delivery. erection and bracing of trusses and 171/SS systems. seeANSI/TPI I Quality Criteria, DSB -89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job T Truss Truss Type Qty Ply 1 T8289732 9682SH 'T01 Hip Girder 1 2 , Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:28 2016 Page 1 ID: rHjoKzg_ xvLBXOD73Rh9BvzYj6U M6DFncy4hC2OpZAZvxic _ shgwyLnaSaCFp3lVnzY0O5 1 -6 -8 7 -0 -0 12 -2 -14 17 -4 -0 22 -5-2 27 -8 -0 34 -8 -0 36 -2 -8 1 -6 -8 7 -0-0 5 -2 -14 I 5 -1 -2 I 5-1 -2 5 -2 -14 7 -0 -0 1 -6 -8 Scale = 1:61.9 NAILED NAILED NAILED NAILED NAILED NAILED 6x6 NAILED NAILED 3x4 NAILED 2x4 3x6 = 3x4 = NAILED 8x6 6.00 12 3 22 23 4 24 25 5 6 26 27 7 28 29 8 ] + 11 I N.- 0 M n 2 1.116111-.1 n o f ,. N % �IIIYYYYYYY�IIIYYYYYYY�G�IYYYYYYY�111� /rYB /�IIIYYYYYYYYMYYYYYYYYYL 2 10 • 15 30 31 14 11 32 33 13 34 35 12 36 37 3x5 = 2x4 II NAILED 7x6 = NAILED 3x8 - NAILED 7x6 = NAILED 2x4 H 3x5 = NAILED NAILED NAILED NAILED NAILED NAILED 7 -0 -0 12 -2 -14 17 -4 -0 22 -5 -2 I 27 -8 -0 34 -8 -0 7 -0-0 5 -2 -14 5 -1 -2 5 -1 -2 5 -2 -14 7 -0 -0 Plate Offsets (X,Y) -- [3:0- 4- 12,Edge], [8:0- 4- 12,Edge], [12:0- 2- 8,Edge], [14:0- 2- 8,Edge] LOADING (psf) SPACING 2 - 0 - 0 CSI. DEFL. in (loc) 1 /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.30 13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.71 13 -14 >584 180 BCLL 0.0 • Rep Stress Incr NO WB 0.49 Horz(TL) 0.19 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 340 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -10 -3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9 -3 -13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib /size) 2= 2945/0 -5 -8, 9= 2945/0 -5 -8 Max Horz 2=- 112(LC 6) Max Uplift 2=- 898(LC 8), 9= 898(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 5631/1613, 3 -4 =- 6981/2057, 4 -5 =- 7786/2284, 5 -7 =- 7786/2284, 7 -8 =- 6981/2057, 8 -9 =- 5632/1613 BOT CHORD 2 -15 =- 1295/4938, 14- 15=- 1293/4955, 13- 14=- 1906/7073, 12- 13=- 1906/7073, 11 -12 =- 1293/4955, 9-11=-1295/4938 WEBS 3 -15= 0/577, 3 -14 =- 707/2551, 4 -14 =- 1196/523, 4 -13 =- 228/889, 5 -13 =- 671/406, 7- 13=- 228/889, 7- 12=- 1196/523, 8 -12 =- 707/2551, 8 -11 =0/577 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. t t%tt 1111111, , , 4. Bottom chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. , ♦A _ p,S ---- A . . e, �� Webs connected as follows: 2x4 - 1 row at 0 -9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ♦♦♦�� , G E N Q 2 � • � ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. V •• 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -10; VuIt= 13Omph (3- second gust) Vasd= 101mph; TCDL= S.Opsf; BCDL= S.Opsf; h =25ft; B =45ft; L =35ff; eave =oft; Cat. NO * 380 • . _ 11; Exp C; Encl., GCpi =0.18; MW FRS (directional); Lumber DOL =1.60 plate grip DOL =1.60 • 5) Provide adequate drainage to prevent water ponding. = 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • "0 • • --"`— I • • 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide • 6. T f /L will fit between the bottom chord and any other members. . 4 . � `\ • �� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 898 Ib uplift at joint 2 and 898 Ib uplift at ice' S < r • .. . joint9. �'• [� 1 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,, 1 0.,.17\1 AL 10) "NAILED" indicates 3 -10d (0.148 "x3 ") or 3 -12d (0.148"x3.25") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. .111111111W% 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 265 Ib down and 296 Ib up at 7 -0 -0, and 265 lb down and 296 Ib up at 27 -8 -0 on top chord, and 322 Ib down and 43 Ib up at 7 -0 -0, and 322 Ib down and 43 Ib Thomas A. Albani PE No.39380 up at 27 -7 -4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: March 24,2016 (,nntinued nn naae 2 / nut 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITeka connectors. This design Is based only upon parameters shown, and Is tot an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSI /TPI 1 Quality Criteria, DSB - 89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T8289732 9682SH T01 Hip Girder 1 2 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:28 2016 Page 2 ID: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- M6DFncy4hC2OpZAZvxic _ shgwyLnaSaCFp31VnzY005 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert 1-3=-60, 3- 8 = -60, 8- 10 = -60, 16- 19 = -20 Concentrated Loads (lb) Vert: 3=-218(B) 8=- 218(B) 15=-312(B) 13=- 134(B) 5=- 241(B) 11=- 312(B) 22=- 120(B) 23=- 120(B) 24=- 120(B) 25=- 120(B) 26=- 120(B) 27=- 120(B) 28=- 120(B) 29=- 120(B) 30=-67(B) 31= -67(B) 32= -67(B) 33= -67(B) 34= -67(B) 35=-67(B) 36=-67(B) 37= -67(B) 1 d A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use oNy with MITek® connectors. Tills design B based only upon parameters shown, and Is for an individual building component. not MiTek" a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MI l building design. Bracing indicated is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Parke East Blvd. fabrk:ation, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 04 Tampa, Parke Es10 Safety Information available from lams Plate institute, 218 N. Lee Street, Suite 312, Atexan dria, VA 22314. Job Truss Truss Type I Qty Ply T8289733 9682SH T02 Hip 1 1 Job Reference (optional) I Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15 :09 :29 2016 Page 1 I D: rHj0Kzg _xvLBXOD73Rh9BvzYj6U- glne_yzj S W AFRjl ITeDrX3DnsMj7JVDLTTpb 1 ElzY0O4 -1-6-8 9 -0 -0 17 -4 -0 25 -8 -0 34 -8 -0 1 36 -2 -8 1 1 -6 -8 9-0 -0 8 -4 -0 1 8 -4 -0 9 - - 1 -6 -8 S = 1:61.5 4x10 = 4x10= 2x4 II 3x6 = 3 22 23 4 5 24 6 6 6.00 12 $ 1 °' 21 25 r 0 20 26 V r 2 7 n ■ 1 of 1 m[ 13 1 2 11 10 y 3x8 = 2x4 3x6 3x8 = 3 = 3x6 = 2x4 9 -0 -0 17 -4 -0 25 -8 -0 34-8-0 9 -0 -0 8 -4 -0 8 -4 -0 9 -0 -0 Plate Offsets (X,Y) -- [2:0- 8- 0,0- 0- 8],[3:0- 7- 0,0 -2- 0],[6:0- 7- 0,0 -2- 0],[7:0 8 0,0 -0-8 LOADING (psf) SPACING- 2 - - CSI. DEFL. in (loc) 1 /dell LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.16 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.44 9 -11 >950 180 BOLL 0.0 ` Rep Stress lncr YES WB 0.46 Horz(TL) 0.13 7 n/a n/a BCDL 10.0 I Code FBC2014/TP12007 I (Matrix -M) Weight: 158 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7 -10 -1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb /size) 2= 1479/0 -5 -8, 7= 1479/0 -5 -8 Max Horz 2=-1 39(LC 10) Max Uplift 2=- 444(LC 12), 7=- 444(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2327/777, 3 -4 =- 2619/986, 4 -6 =- 2619/986, 6- 7=- 2327/779 BOT CHORD 2- 13=- 513/1968, 11 -13 =- 511/1974, 9-11=-532/1974, 7 -9 =- 534/1968 WEBS 3 -13= 0/345, 3 -11 =- 277/842, 4 -11 =- 567/330, 6 -11 =- 276/842, 6 -9 =0/345 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= l30mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opsf; h =25ft; B =45ft; L =35ft; eave =oft Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -11 -2, Interior(1) 1 -11 -2 to 9 -0 -0, Exterior(2) 9 -0 -0 to 30 -6 -13, Interior(1) 30 -6 -13 to 36 -2 -8 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 ,`" „I/II1iis, . , � ' 3) Provide adequate drainage to prevent water ponding. ,��� • �PS A. , , ' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r' 5) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide i .•' G E N S` 92 .,, will fi between the bottom chord and any other members. ` \., F / �� • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 Ib uplift at joint 2 and 444 Ib uplift at ; • No 393 • *:. joint 7. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. _ +yf • i +G' • � - • %. L . i /,; �o NA� 4 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 I mom Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, end is for an individual buNding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall buiding design. Bracing indicated Is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the 6904 PEast Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss 69 us systems, seeANSI /TPI1 Quality Criteria, DSB -89 and BCSI Building Component E ast 8 Safety information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tama, P, Parke k FL Job Truss Truss Type Qty Ply I T82897341 9682SH T03 Hip 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:30 2016 Page 1 ID: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- IVLOBI_LDp153tKx1 Mk43Hm4313a2PXVi7Y8agzY003 -1-6-8 5 -9 -0 11 -0 -0 17 -4 -0 23 -8 -0 28 -11 -0 34 -8 -0 36 -2 -8 1 -6 -8 5 -9 -0 5 -3 -0 6 -4 -0 6 -4 -0 5 -3 -0 5-9-0 1 -6 -8 Scale = 1:61.5 4x5 2x4 I I 4x5 = 4 23 5 24 6 25 6.00 12 2x4 �,, 2x4 "i 3 22 7 n o_ N 21 26 2 A 8 I,- °1 _ o .z. o 14 27 13 28 12 29 11 30 10 3x4 = 3x8 MT2OHS = 3x8 _ 3x8 MT2OHS = 3x4 = 3x6 = 3x6 = 8 -11 -0 17 -4 -0 25 -9 -0 34 -8 -0 8 -11 -0 8 -5 -0 8 -5 -0 8 -11 -0 Plate Offsets (X,Y) -- [2:0 -3-4, Edge],[ 4: 0- 2- 8,0 -1- 8],[6:0- 2- 8,0 -1- 8],[8:0- 3- 4,Edge] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /deft Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.19 10 -12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.49 10-12 >853 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(TL) 0.14 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 174 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -4 -14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6 -9 -11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib /size) 2= 1479/0 -5 -8, 8= 1479/0 -5 -8 Max Horz 2=- 165(LC 10) Max Uplift 2=- 444(LC 12), 8=- 444(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2529/936, 3 -4 =- 2275/858, 4 -5 =- 2169/879, 5 -6 =- 2169/879, 6 -7 =- 2275/858, 7- 8=- 2529/936 BOT CHORD 2 -14 =- 721/2255, 12 -14 =- 484/1855, 10- 12=- 503/1829, 8 -10 =- 741/2198 WEBS 3 -14 =- 320/272, 4 -14 =- 95/455, 4 -12 =- 166/562, 5 -12 =- 433/263, 6 -12 =- 166/562, 6- 10=- 95/456, 7- 10=- 321/272 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; VuIt= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft; B =45ft; L =35ft; eave =4ft Cat. to 28-6-13, Interior(1) 28 -6 -13 to 36-2-8 zo and zone;C-C for members and interior(1) for es & MW FRS for reactions shown Lumber shown; 11-0-0 0 plate e N*."` � A. 4 / / grip DOL =1.60 `, ����0 \ �` ,• G E N S � e 9 1, •,, 3) Provide adequate drainage to prevent water ponding. �i 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. No 39380 • • 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 Ib uplift at joint 2 and 444 Ib uplift at .7, • , --: .: .. joint 8. •• 'O 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • •.: • .. E • Thomas A. Albans PE No.39380 Wok USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 1 I 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual buNding component, not a truss system. Before use. the building designer must veiny the applicability of design parameters and properly incorporate this design into the overall buiding design. &achg Indicated Is to prevent buckling of IndMdual truss web and /or chord members only. Additional temporary and permanent bracing Mill** is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabricatlon, storage, delivery. erection and bracing of trusses and truss systems, seeANSI /TPI1 Quality Criteria, DSB - and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T8289735 9682SH T04 Hip 1 1 1 Job Reference (optional) Budding Component Supply, Jacksonville, FI 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:31 2016 Page 1 ID: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- nhvOPd? z 7Qyglu8a3GJcUJAD9Osnsmexnlh66zYOO2 -1-6-8 6 -9 -0 13 -0 -0 17 -4 -0 21 -8 -0 27 -11 -0 34 -8 -0 36 -2 -8 1 -6 -8 6 -9 -0 6 -3 -0 4 -4 -0 l 4 -4 -0 6 - - 6 -9-0 1 -6 -8 Scale = 1:62.5 4x6 = 4x6 5 24 25 6 1 3x6 * S S' / ` 3x6 4 7 4 26 2x4 / 6.00 12 2x4 \\ 23 t � / 3 8 r - _o AIIIIIIIIIII n 2 9 22 n of _ \ \\ \'� I a' 15 28 14 29 13 30 12 31 11 �I 3x4 = 3x8 MT2OHS = 3x4 = 3x8 MT2OHS = 3x4 = 3x6 = 3x6 = 8 -11 -0 17 -4 -0 25 -9 -0 34-8 -0 8 -11 -0 8 -5 -0 8 -5 -0 8 -11 -0 Plate Offsets (X,Y) -- [2:0- 3- 4,Edge], [5:0 -2- 12,0 -1 -8], [6:0 -2- 12,0 -1 -8], [9:0- 3- 4,Edge] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.22 11 -13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.49 11 -13 >846 180 MT2OHS 187/143 BCLL 0.0 ` Rep Stress Incr YES WB 0.20 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 169 Ib FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc puffins. 5 -6: 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 7 -1 -1 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib /size) 2= 1479/0 -5 -8, 9= 1479/0 -5 -8 Max Horz 2= 191(LC 11) Max Uplift 2=- 444(LC 12), 9=- 444(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2486/883, 3 -5 =- 2305/878, 5 -6 =- 1771/726, 6 -8 =- 2305/878, 8 -9 =- 2486/883 BOT CHORD 2- 15=- 663/2285, 13 -15 =- 417/1773, 11-13=-437/1693, 9 -11 =- 682/2150 WEBS 3-15=-355/281, 5 -15 =- 171/599, 5 -13 =- 15/263, 6 -13 =- 15/263, 6-11=-171/600, 8 -11 =- 355/281 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opsf; h =25ft; B =45ft; L=35ft; eave=4ft; Cat. to 26-6-13, Interior(1) 26 -6 -13 to 36-2- 8 zone ;C -C for embers forces & MW FRS for eactions shown; Lumber DOL =1 p a eO �. g < , ,�` N° A li 1 0 grip DOL =1.60 , 'S 10, 3) Provide adequate drainage to prevent water ponding. ``� ,`�` •• •\G E Ni** ........ 04 �1 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. NO 39380 6) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. _ _ -- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 Ib uplift at joint 2 and 444 Ib uplift at — - joint 9. 13 • �� 8 "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. � • _ T • : 14. '0 G ����� �� N A ��� Thomas A. Albans PE No.39380 MfTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 I 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use oNy with MITeks connectors. Thus design is based oNy upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify The applicability of design parameters and properly incorporate Ibis design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 P East Blvd. fabrication, storage, delivery, erection and bracing of trusses and miss systems, seeANSI/TPI I Qualiy 69 as Criteria, DSB - 89 and BCSI Building Component E B Safety Information available from Truss Plate Institute, 218 14. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. 04 Parke k FL Job Truss Truss Type Qty Ply T8289736 9682SH T05 ROOF TRUSS 1 1 Job Reference (optional) I Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:32 2016 Page 1 ID: rHjoKzg_ xvLBXOD73Rh9BvzYj6U- FtTmcz ?bIRYpIBTK8nnY9irKxZiuW 80o9R1 FeYzYOO1 1 -6 -8 7 -3 -0 13 -6 -4 14-O 20 -8 -0 23 -11 -8 27 -5 -0 34 -8 -0 36 -2 -8 1-6-8 I 7 -3 -0 6 -3 -4 0 - 2 6 -8 -0 3 -3 -8 3 -5 -8 7 - - 1 -6 -8 Scale = 1:62.9 2x4 I 1 5x6 5x6 = 5 6 26 27 7 3x5 = - y\ B 2x4 l i 3x6 G 0. N N. ��c:. 9 i 4x5 G 4 .•/ 5x6 I I • 28 7x6 J 6.00 12 3 gl 4x10 // tO 0 H v zs 2s 11 n .7 2 r Ex Ef 12I4 o 'c 18 17 16 15 14 13 3x6 3x4 = 5x10 MT2OHS = 4x6 3x4 = 2x4 I 3x6 2x4 I I 7 -3 -0 13 -6-4 23 -11 -8 27 -5 -0 34 -8 -0 7 -3 -0 6-3 -4 10-5 -4 3 -5-8 i 7 - 3 - 0 Plate Offsets (X,Y) -- [6:0- 4- 0,0- 2- 8],[7:0- 3- 0,0 -2- 0],[9:0- 3- 6,0 -0- 8],[10:0 -3- 0,0 4],[ 2- 1 ,0 -1- 8], [ 14 : 0 -1- 12,0 -1- 8 3- 0,0 -2 -4 ] LOADING (psf) SPACING- 2 - - CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.38 14 -16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.68 14 -16 >611 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(TL) 0.10 11 rite n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Attic -0.26 14 -16 484 360 Weight: 230 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc puffins. 7 -10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing. BOT CHORD 2x6 SP No.1 WEBS 1 Row at midpt 3 -19, 18 -19 WEBS 2x4 SP No.3 *Except* 3 Rows at 1/4 pts 8 -19 7 -20: 2x6 SP No.2 REACTIONS. (Ib /size) 2= 1532/0 - 5 - 8, 11= 1540/0 - 5 - 8 Max Horz 2=- 205(LC 10) Max Uplift 2=- 418(LC 12), 11=- 413(LC 12) Max Gray 2= 1701(LC 18), 11= 1760(LC 19) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 3089/811, 3-5=-1759/579, 5 -6 =- 1793/842, 6 -7 =- 307/261, 7 -8 =- 395/214, 8- 9=- 2414/690, 9 -10 =- 2883/718, 10 -11 =- 3243/802 BOT CHORD 2 -18 =- 589/2841, 16 -18 =- 386/2483, 14 -16 =- 387/2493, 13 -14 =- 595/2820, 11- 13=- 596/2823 WEBS 3-18=-337/263, 3-19=-1916/690, 10- 14=- 705/310, 10 -13 =- 75/268, 16- 19= 0/755, 5-19=-343/431, 9- 14=- 83/937, 19-20=-1950/534, 8-20=-2488/534, 18 -19 =- 326/750, 6- 20=- 1108/266, 6-19=-474/973 NOTES - .N`114,SI A. � t . 1) Unbalanced roof live loads have been considered for this design. �% 00.. • • " "' a �f 1, , 2) II; Exp C; Encl., 1 GCp1 0.18; MW FRS (directional) onal) and C-C Exterior(2) -1-7-5 o 1- 0-5, Inter 1-10-5 to 1 -0 -0, Exterio(2) -0 . \, G E N Sc / • to 25 -6 -13, Interior(1) 25 -6 -13 to 36 -3 -5 zone;C -C for members and forces & MW FRS for reactions shown; Lumber DOL =1.60 plate N o 39380 .. •• i • 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. . ' f 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 - - wide s • r - - • • f j will f it between the bottom chord and any other members. -- .' �� 7) Ceiling dead load (5.0 psf) on member(s). 8 -9, 19 -20, 8 -20 °#e . 4. Q R \ Q_.•• \ � 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 14 -16 . '• lS ........ ‘,4••-% %• 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 418 Ib uplift at joint 2 and 413 Ib uplift at • /Q N A1 - s s joint 11. / /1 `` 11 11111 i 11t 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Thomas A Albani PE No.39380 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MIT* USA, Inc. FI. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 1 m it 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only wlih MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate Ibis design into the overall MiTek' building design. Bracing Indicated Is to prevent buckling of Individual truss web aril /or chord members only. Additional temporary and permanent bracing 5 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Blvd. st e E B Parke a fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPI 1 Quality Criteria, DSB -89 and BCSI Building Component 6904 04 Tampa, rk E B Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T82897371 9682SH T06 ROOF TRUSS 1 1 I I Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:33 2016 Page 1 I D: rHjOKzg _ xvLBXOD73Rh9BvzYj6U- j418gJOD W kggwK2W i UlnhvOVAz2C Fe2xO5noB ?zY000 -1 -6 -8 7 -3 -0 13 -6 -4 16-0 -0 18 -8 -0 23 -11 -8 27 -5 -0 34 -8 -0 36 -2 -8 1-6-8 1 7-3-0 6 -3 -4 2 -5 -12 2 -8 -0 5 -3 -8 I 3 -5 -8 I 7-3-0 1 -6 8 Scale = 1:62.9 ' 4x5 = 5x6 6.0012 6 7 3x4 i s7 I I 5 1 3x4 = 8 2x4 3x6 -;--- 27 r" � � 9 28 ' 19 20 4x5 4 - 4x10 /i 4x10 = 2x4 II ' 7x6 �� 1 3 q 26 29 2 - 11 n 1 _ ER° n ,4... 1214 •� 18 17 16 15 14 13 ° i _ 3x6 3x4 = 5x10 MT2OHS = 4x6 3x4 = 2x4 I I 3x6 2x4 I I 7 -3 -0 13 -6 -4 16 -0 -0 18 -8 -0 I 23 -11 -8 24 27 -5 -0 34 -8 -0 7 -3 -0 6-3 -4 2 -5 -12 2 -8 -0 5 -3 -8 0 -1 -12 3 -3 -12 7 - - Plate Offsets (X,Y) -- [7:0- 1- 8,0- 1- 4],[9:0- 3- 6,0 -0- 8],[10:0 -3- 0,0-3- 4],[11:0- 2- 1,0 -1- 8],[14:0 -1- 12,0 -1- 8],[21:0- 3- 8,0 -2 -0] LOADING (psf) SPACING 2 - - CSI. DEFL. in (loc) I /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.37 14 -16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.66 14 -16 >627 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Attic -0.26 14 -16 488 360 Weight: 234 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 2 -9 -12 oc purlins. 7 -10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing, Except: BOT CHORD 2x6 SP No.1 2 -2 -0 oc bracing: 14 -16. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 18 -21, 3 -21 JOINTS 1 Brace at Jt(s): 19, 20 REACTIONS. (lb /size) 2= 1531/0 -5 -8, 11= 1540/0 -5 -8 Max Horz 2= 231(LC 11) Max Uplift 2=- 418(LC 12), 11=- 413(LC 12) Max Gray 2= 1696(LC 18), 11= 1755(LC 19) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 3079/759, 3 -5 =- 1783/514, 5 -6 =- 726/305, 6 -7 =- 614/288, 7 -8 =- 611/267, 8 -9 =- 2421/663, 9- 10=- 2888/688, 10- 11=- 3231/751 BOT CHORD 2- 18=- 540/2851, 16 -18 =- 360/2500, 14 -16 =- 362/2498, 13- 14=- 549/2810, 11 -13 =- 550/2813 WEBS 3- 18=- 344/238, 10 -14 =- 698/278, 10- 13=- 78/266, 16- 21= 0/750, 5 -21 =- 340/490, 9- 14.79/932, 19- 21=- 2003/542, 19- 20=- 2105/506, 8 -20 =- 2111/506, 18-21=-294/770, 3- 21=- 2065/692, 5-19=-1005/340 NOTES %%t 1) Unbalanced roof live loads have been considered for this design. `��t-^ PS A. Ai 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.Opsf; h =25th B =45ft; L =35ft; eave =4th Cat. % I. `v` to E 8 0, nteri G 1 C ) 23 -6-813 t 36 3-5 z C-C for members and fo ces & MW FRS for reac sin wn; Lumberr DOL 1 60 plate 16-0-0 ` , ,, , e''.• � G E N S �. 14/' '•, • •• grip DOL =1.60 No 39380 ' r 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 Toads. - 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide "a • _ • • will fit between the bottom chord and any other members. i." T • • ' • ` • 4/ 7) Ceiling dead load (5.0 psf) on member(s). 8 -9, 19 -21, 19 -20, 8 -20 °;04',...---e'--. 8) Bottom chord live Toad (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 14 -16 ��'� • °;04',...---e'--. R Q • • \ .� 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 418 Ib uplift at joint 2 and 413 Ib uplift at � S1 •' •. • • • • •,. • '- ` �? ,� joint 11. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ', �� / S � /1N A11 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 mom mil Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPI 1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type IQty Ply ' I T8289738 9682SH T07 ROOF TRUSS 1 1 Job Reference (optional) I Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:34 2016 Page 1 I D: rHjOKzg _ xvLBXOD73Rh9BvzYj6U -BGbW 111 rG2oXYUdiGCp0E7xgI NNR_8D4d1 W MjRzY00? - 1 -6 -8 7 - - 13 -6 -4 I 17 -4 -0 I 23 -11 -8 27 -3 -4 27 -0 34 -8 -0 36 -2 -8 1 -6 -8 7 -3 -0 6 -3 -4 3 -9 -12 6 -7 -8 3-3 -12 0-1-12 7 - - 1 -6 -8 Scale = 1:65.4 5x6 = 6.00112 6 A i l l 3x4 --- 5 25 26 3 x 4 = 3x6 1 7 2x4 II �'y 6 4x5 4 4x10 x6 • 7x6 J 9 4? i lli bil L . 2 4 2 10 n tt� [ 11 j4 dI 1 = 'c o 17 16 15 14 13 12 3x6 3x4 = 5x10 MT2OHS = 3x4 = 2x4 I I 3x6 2x4 I 4x6 = 7 -3 -0 13 -6 - 4 I 17 -4 -0 23 -11 -8 241! -4 27 -5 -0 I 34-8 -0 H 7 -3 -0 6 -3 -4 3 -9 -12 6 -7 -8 0-T -12 3-3 -12 7 - - Plate Offsets (X,Y) -- [8:0-3-6,0-0-8], [9:0-3-0,0-3-4], [10:0-2-1,0-1-8], [13:0-1-12,0-1-8], [19:0-3-8,0-2-0] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (roc) I /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.37 13 -15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) - 0.66 13-15 >626 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.54 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Attic -0.26 13 -15 487 360 Weight: 231 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2 -8 -14 oc purlins. 6 -9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing, Except: BOT CHORD 2x6 SP No.1 2 -2 -0 oc bracing: 13 -15. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7 -18, 3 -19, 17 -19 JOINTS 1 Brace at Jt(s): 18 REACTIONS. (Ib /size) 2= 1531/0 -5 -8, 10= 1540/0 -5 -8 Max Horz 2=- 248(LC 10) Max Uplift 2=- 418(LC 12), 10=- 413(LC 12) Max Gray 2= 1691(LC 18), 10= 1751(LC 19) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 3069/680, 3 -5 =- 1750/347, 5 -6 =- 543/206, 6 -7 =- 591/204, 7 -8 =- 2422/607, 8 -9 =- 2888/628, 9- 10=- 3222/676 BOT CHORD 2 -17 =- 459/2855, 15 -17 =- 307/2502, 13 -15 =- 309/2500, 12 -13 =- 482/2801, 10 -12 =- 482/2804 WEBS 3- 17=- 344/216, 9 -13 =- 699/258, 6- 18=- 32/348, 9- 12=- 82/266, 15- 19= 0/751, 5 -19 =- 328/501, 8 -13 =- 70/923, 18-19=-2004/422, 7 -18 =- 2183/519, 3-19=-2062/591, 17-19=-255/775, 5 -18 =- 1145/321 NOTES ���, A,,q� 1) Unbalanced roof live loads have been considered for this design. �e � 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft; B =45ft; L =35ft; eave=4ft; Cat. . O 1-10-5, to 20-9-10 Ezone;C-C GCpi=0.18; MWFRS members and forcer & FRS foE eacti ns shown hown; Lumbe DOL=1.60 plate grip DOL=1.60 e rior(2) 17 -4 -0 ; . G E N 5+ 92 • • 3) All plates are MT20 plates unless otherwise indicated. No 39380 •� i • 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * • 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. — 6) Ceiling dead load (5.0 psf) on member(s). 7 -8, 18 -19, 7 -18 . 1:1• .— • Z. r. � 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13 -15 . • ..,16.•• ..,16.•• T . • 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 418 Ib uplift at joint 2 and 413 Ib uplift at `�t -4 " 4.0-....... �� . • .�� 10) ATTIC joint 10. �i ,t� t Q R 1 v.•• • �� , "Semi-rigid pitchbreaks SHOWN including DESIGNED AS UNINHABITABLE.I was used in the analysis and design of this truss. ,j, �,, S10 P -', `` ,, — 41111111 Thomas A. Alban' PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 I m it 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual buNding component, not a truss system. Before use, the building designer must verify The applicability of design parameters and properly incorporate this design into the overall balding design. Bracing Indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possble personal injury and properly damage. for general guidance regarding the va Blvd. B s e Pa Eat 904 rk fabrication, storage, delivery, erection and bracing of Trusses and truss systems. seeANSI /TP11 Quality Criteria, DSB -89 and BCSI Building Component 6 6 P, rk Ea B Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. 1 Job Truss Truss Type Qty Ply 1 T8289739' 9682SH T08 ROOF TRUSS 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:35 2016 Page 1 I D: rHjoKzg _xvLBXOD73Rh9BvzYj6U- fS8vF ?2T1 MwO9eCvpvKFmKTslmjijbAEsOGvFtzYOO 1 -6 -8 7 -3 -0 13 -6 -4 15 -4 -8 19 -3 -8 23 -11 -8 27 -3 -4 27 -0 34 -8 -0 36 -2 -8 1-6 -8 1 7 -3 -0 6 -3 -4 1 -10 -4 1 3 -11 -0 4 -8 -0 3 -3 -12 0-1 7 -3 -0 1 -6 -8 1 Scale = 1:62.9 4x5 = _ 6.00112 5x6 I. 3x4 6 7 5 � 3x4 it 3x6 -- 27 ._. � 20 ` = B 2x4 II 27� � 9 7x6 4x5 % 4 4x10 O 4x10 = 2 I'. � � 10 26 28 1 n 2 11 n _ a 1 :� t! 7 �� 12 jv o ■ MO 8 ° 18 17 16 15 14 13 3x6 3x4 = 5x10 MT2OHS = 4x6 - 3x4 = 2x4 1 3x6 2x4 I I 7 -3 -0 1 13 -6 -4 1 15 -4 -8 1 19 -3 -8 23 -11 -8 2477? -4 27 -5 -0 34 -8 -0 7 -3 -0 6-3 -4 1 -10 -4 3 -11 -0 4 -8 -0 0 -1'112 3 -3 -12 7 -3 -0 Plate Offsets (X,Y) -- [7:0- 1- 8,0 -1- 4],[9:0- 3- 6,0 -0- 8],[10:0- 3 - 0,0 - 4],[11:0 - 1,0 8], [14:0 -1- 12,0 -1- 8],[21:0- 3- 8,0 -2 -0] LOADING (psf) SPACING- 2 - - CSI. DEFL. in (loc) 1 /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert (LL) -0.37 14 -16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert (TL) - 0.66 14 -16 >629 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Attic -0.26 14 -16 488 360 Weight: 232 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2 -10 -4 oc purlins. 7 -10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing, Except: BOT CHORD 2x6 SP No.1 2 -2 -0 oc bracing: 14 -16. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3 -21, 18 -21 JOINTS 1 Brace at Jt(s): 19, 20 REACTIONS. (lb /size) 2= 1531/0 -5 -8, 11= 1540/0 -5 -8 Max Horz 2= 223(LC 11) Max Uplift 2=- 418(LC 12), 11=- 413(LC 12) Max Gray 2= 1697(LC 18), 11= 1757(LC 19) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 3083/781, 3 -5 =- 1783/552, 5 -6 =- 865/359, 6 -7 =- 749/324, 7-8=-639/296, 8-9=-2421/676, 9- 10=- 2890/703, 10 -11 =- 3234/767 BOT CHORD 2 -18 =- 561/2848, 16 -18 =- 371/2500, 14 -16 =- 374/2499, 13- 14=- 563/2813, 11 -13 =- 565/2815 WEBS 3- 18= 341/245, 10 -14 =- 694/283, 6 -19 =- 93/268, 10 -13 =- 78/265, 16- 21= 0/749, 5-21=-360/470, 9-14=-81/937, 19 -21 =- 2008/548, 19-20=-2071/475, 8-20=-2079/475, 3- 21=- 2071/697, 7-19=-184/284, 5 -19 =- 900/337, 18-21=-305/764 NOTES 0% 1) Unbalanced roof live loads have been considered for this design. ,S' A. Az , '1, d` • • 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.0psf; h =25ft; B =45ft; L =35ft; eave =4ft; Cat. •% O .• e • II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -7 -5 to 1 -10 -5, Interior(1) 1 -10 -5 to 15 -4 -8, Exterior(2) 15 -4 -8 �� G ' 9 to 19 -3 -8, Interior(1) 23 -11 -8 to 36 -3 -5 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate •• \..‘ S F •• • , L / 1 . grip DOL =1.60 :• No 39380 • : ' 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) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide • ' Z will fit between the bottom chord and any other members. • • ,` • 41 i - 7) Ceiling dead load (5.0 psf) on member(s). 8 -9, 19 -21, 19 -20, 8 -20 •-' -• • 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 14 -16 �i -•••1"- •• • ( R Q : � � 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 418 lb uplift at joint 2 and 413 lb uplift at e j s • • '�(? `% joint Semi -ri pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. , ,1 1 / 1 /0 N Al ����` 10) 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Alban' PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown. and is for an Individual building component not a Muss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek" ek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB -89 and SCSI Building Component 6904 Parke East BNd. Safety Information ovdlable from Truss Rate Institute, 218 N. Lee Street, Suite 312, Alexandta, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ' T8289740 9682SH T09 Hip Girder 1 , 2 I Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:36 2016 Page 1 ID: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- 7fiHSL36of2Fnon5NdrUJYO ?yA5sS1 HN42 ?SmKzYONz -1-6-8 7 -6 -8 14 -3 -0 17 -4 -0 20 -5-0 27 -1 -8 34 -8 -0 1 36 -2 -8 1 -6 -8 7 -6 -8 6 -8 -8 3 -1 -0 3-1 -0 6 -8 -8 7 -6 -8 1 -6-8 Scale = 1:62.5 4x5 = 4x10 = 6.00112 5 6 3xfi 3x6 3x4 i 4 7 3x4 u: 3 1r, e‘,4 8 m a - ur r` 2 irm 9 n .41 .iim� ate lOI ° %' 15 1 4 13 20 12 11 ° 4x6 = 2x4 10x12 = 3x8 7x10 - 2x4 11 THDH28 -3 7 -6 -8 _ 14 -3 -0 1 -1 -1 17 -4 -0 I 20 -5 -0 27 -1 -8 1 34 -8 -0 7 -6 -8 6 -8 -8 0 -10 -12 2 -2 -4 3 -1 -0 6 -8 -8 7 -6 -8 Plate Offsets (X,Y) -- [2:0 -0- 12,0 -0 -6], [6:0- 7- 0,0 -2 -0], [12:0 -4- 12,0 -4 -8], [14:0- 3- 4,0 -5 -0] LOADING (psf) SPACING 2 - - CSI. DEFL. in (loc) I /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.23 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.49 14 >855 180 BCLL 0.0 ' Rep Stress !nor NO WB 0.63 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 424 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP SS 'Except' TOP CHORD Structural wood sheathing directly applied. 5 -6: 2x4 SP No.2, 1- 4,7 -10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9 -9 -11 oc bracing. BOT CHORD 2x6 SP No.2 `Except` 12 -14: 2x8 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb /size) 2= 4312/0 -5 -8, 9= 3647/0 -5 -8 Max Horz 2=- 207(LC 23) Max Uplift 2=- 1550(LC 8), 9=- 1290(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2 -3 =- 8938/3149, 3 -5 =- 8262/3051, 5 -6 =- 7659/2905, 6 -8 =- 6794/2477, 8 -9 =- 7443/2566 BOT CHORD 2- 15=- 2674/7922, 14 -15 =- 2674/7922, 13 -14 =- 2423/7277, 12 -13 =- 1926/6002, 11- 12=- 2152/6586, 9-11=-2152/6586 WEBS 3 -15= 0/329, 3 -14 =- 743/282, 8 -11= 0/308, 6 -12 =- 82/526, 8 -12 =- 743/295, 5-13=-1182/3316, 6- 13=- 1148/2874 NOTES - 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: ,` O, A A q� t ♦ ♦♦ Top chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. ` Bottom chords connected as follows: 2x6 - 2 rows staggered at 0 -9 -0 oc, 2x8 - 2 rows staggered at 0 -9 -0 oc. ., B Webs connected as follows: 2x4 - 1 row at 0 -9 -0 oc, Except member 13 -5 2x4 - 1 row at 0 -4 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to , • �� G E N S 9 2 / ♦ ♦ i� ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. , No 39380 3) Unbalanced roof live loads have been considered for this design. •• 4) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.0psf; h =25ft; B =45ft; L =35ft; eave=4ft; Cat. = II; Exp C; Encl., GCpi =0.18; MW FRS (directional); Lumber DOL =1.60 plate grip DOL =1.60 • 5) Provide adequate drainage to prevent water ponding. "0 • • 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i.� TA E E. 0 : f � 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide ,,,�!`.- -__-- -- - ,_ . ,• will fi between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1550 Ib uplift at joint 2 and 1290 Ib uplift S ` ,� • at joint 9. ♦ t tt s�� N AL � ` ��% 4 S 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. t I X 111 11110 10) Use USP THDH28 -3 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 15 -1 -12 from the left end to connect truss(es) to front face of bottom chord. Thomas A. Albans PE No.39380 11) Fill all nail holes where hanger is in contact with lumber. MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: March 24,2016 , Continued on nacre 2 1 o WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. mit Design valid for use only with M1Tek ©connectors. this design is based only upon parameters shown, and is for an inctividual LwYding component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is To prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tmsses and truss systems, seeANSI /TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information cm from truss Plate institute, 218 N. Lee Street, Suite 31 Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T8289740 9682SH T09 Hip Girder 1 j 2 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09 :36 2016 Page 2 ID: rHjoKzg xvLBXOD73Rh9BvzYj6U- 7fiHSL36of2Fnon5NdrUJYO ?yA5sS1HN42 ?SmKzYONz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1- 5 = -60, 5- 6 = -60, 6- 10 = -60, 2-9=-20 Concentrated Loads (lb) Vert: 13=- 5001(F) 1 I A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. mit Design valid for use only with MiTek® connectors. This design Ls based oily upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TP11 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss ITruss Type Qty Ply 1 T8289741 9682SH T10 FLAT GIRDER 1 1 2 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:37 2016 Page 1 I D: rHjOKzg xvLBXOD73Rh9BvzYj6U- brGffh3kZzA6PyM HxKNjslYHyabLBbbXJi IOJmzYONy 5 -0 -7 9 -11 -1 14 -11 -8 5 -0 -7 4 -10 -11 5 -0 -7 Scale = 1:252 This truss is NOT symmetric. Proper orientation is essential. 2x4 I I 3x8 = 2x4 I I 5x6 = 1 10 11 12 2 13 14 3 15 16 17 18 4 t o l e i I E L v . . ::,X .❖.•. .❖ ❖.• . •❖❖ ..• ..• . . • . ❖. ❖• ❖ .• . .•. ❖ .•. • . • ❖❖ • . • ❖ . . • .. . • . :' :• • 19 5 ::.;. • . • . ❖. • . • . • . ❖. • . • . ❖. ❖ . • . ❖ .;. ❖. • . ❖ • . ❖... ❖. • . ❖ . • . ❖ . . ❖. . ❖ ❖. .. ❖ . • . ❖ . . ❖ . . ❖ . ❖ . ❖.. , .; .- .::❖:•:•:❖:❖:•:❖:❖:❖:•:•.❖:•:❖:•:::: : ❖: ❖: ❖: ❖: ❖: ❖: ❖: ❖: ❖:� O 3x5 I' ' 3x8 — 2x4 11 3x4 = 9 8 7 5 -0 -7 8 -8 -0 9 -11 -1 14 -11 -8 — 5 -0-7 3 -7 -9 1 -3 -1 5-0 -7 Plate Offsets (X,Y) -- [1:0- 3- 0,0- 2 -12], [9:0 -2- 12,0 -1 -81 LOADING (psf) SPACING- 2 - - CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.01 5 -6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.05 5 -6 >999 180 BCLL 0.0 ` Rep Stress Incr NO ' WB 0.18 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 149 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing, Except: 10 -0 -0 oc bracing: 7 -8. REACTIONS. All bearings 8 -8 -0 except Qt= length) 5= Mechanical, 7= 0 -3 -8. (Ib) - Max Horz 9=- 120(LC 21) Max Uplift All uplift 100 Ib or less at joint(s) 7 except 9=- 1091(LC 17), 8=- 218(LC 20), 5=- 324(LC 20) Max Gray All reactions 250 Ib or less at joint(s) 7 except 9= 883(LC 47), 8= 1468(LC 1), 5= 494(LC 33) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -9 =- 833/1109, 1- 2=- 855/928, 2-3=-702/775, 3- 4=- 773/760 BOT CHORD 8 -9 =- 1273/1245, 7- 8=- 440/895, 6 -7 =- 522/895, 5-6=-609/1098 WEBS 1 -8 =- 1007/944, 2 -8 =- 974/214, 3 -8 =- 1358/879, 3-5=-1117/737 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. Webs connected as follows: 2x4 - 1 row at 0 -9 -0 oc. ,�rrt1 �I /, 2) All Toads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to %� S A, �j ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. ♦, " o' • G•E N • qZ ��j 3) Wind: ASCE 7 -10; VuIt= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opsf; h =25ft; B =45ft; L =24ft eave =oft; Cat. ♦ -7 II; Exp C; Encl., GCpi =0.18; MW FRS (directional); end vertical left exposed; Lumber DOL =1.60 plate grip DOL =1.60 �♦ ••�\ Ns %. L / 1i 4) Provide adequate drainage to prevent water ponding. N O 39380 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * • • � " 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide —; will fit between the bottom chord and any other members. ;� 7) Refer to girder(s) for truss to truss connections. ••• - 0 • 1 � / /" __ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 7 except (jt =lb) 17.. T . E . - . ft 9 =1091, 8 =218, 5 =324. i - •• -' ' °`°� ' - -- • 9) This truss has been designed for a total drag load of 2300 Ib. Lumber DOL= (1.33) Plate grip DOL= (1.33) Connect truss to resist .0,'-.4‘, ,� O , Q � ♦ ♦ drag loads along bottom chord from 0 -0 -0 to 8 -8 -0, 13 -11 -8 to 14 -11 -8 for 237.9 plf. ' ( 9 • • • • .. R .. • f . ,...v..,- N S 10) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. � 1 S G S 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 593 Ib down and 689 Ib up at �.,,�� N A; , , ` 0 0 -1 -12, 234 Ib down and 138 Ib up at 1 -0 -12, and 181 Ib down and 61 Ib up at 3 -0 -12, and 248 Ib down and 71 Ib up at 5 -0 -12 on top chord. The design/selection of such connection device(s) is the responsibility of others. Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 Continued on neap 2 • 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. flit Design valid for use only with MITek© connectors. this design k based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify The applicabtity of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Indtvkjual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and tnlss systems, seeANS1/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply T8289741 9682SH T10 FLAT GIRDER 1 2 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:37 2016 Page 2 I D: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- brGffh3kZzA6PyM HxKNjslYHyabLBbbXJiloJmzYONy LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1-4=-60, 5 -9 = -20 Concentrated Loads (lb) Vert: 1= -435 2 = -248 10 = -227 12 = -181 13 = -212 14=-212 15=-128 16 = -48 18=-15 MINN int / I 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use oNy with Milek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing M iTek k always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IP11 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 i Job Truss Truss Type Qty Ply T8289742 9682SH T11 Hip Girder 2 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:38 2016 Page 1 I D :rHjOKzg -31 q t t14M KHIz06xUV 1 uyOz5Pa_sswutgYM UZrCzYONx -1 -6 -8 7 -0 -0 8 -4 -0 15 - - 16 - 10 - ' 1 -6 -8 7 -0 -0 1 1 -4 -0 1 7 -0-0 1 -6 -8 Special Scale = 1:38.9 4x5 = Special 4x5 = 3 4 4x5 .00 , 2 4x5 �� r I. 0 2 5 I N n I v N I g dill es iiiR le: t ∎t 9 8 IC 10 7 3x5 I 3x4 = 3x4 = 3x5 H Special Special 7 -0 -0 8 -4 -0 15 -4 -0 7 -0 -0 1 -4 -0 1 7 -0 -0 Plate Offsets (X,Y) -- [2:0-2-4,0-2-0], [5:0-2-4,0-2-0], [7:0-3-0,0-1-8], [10:0-3-0,0-1-8] LOADING (psf) I SPACING- 2 - - CSI. DEFL. in (loc) I /defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.07 7 -8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.17 7 -8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.82 Horz(TL) 0.01 7 rda n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 96 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4 -2 -2 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6 -5 -8 oc bracing. REACTIONS. (Ib /size) 10= 1203/0 - 5 - 8, 7= 1203/0 - 4 - 8 Max Horz 10=- 199(LC 6) Max Uplift 10=- 787(LC 8), 7=- 787(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 1264/943, 3 -4 =- 1044/896, 4 -5 =- 1264/943, 2 -10 =- 1136/815, 5 -7 =- 1136/815 BOT CHORD 8- 9=- 753/1103 WEBS 3- 9=- 132/268, 4- 8=- 132/268, 2- 9=- 806/1067, 5 -8 =- 807/1068 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opsf; h =25ft; B =45ft; L =24ft; eave =oft; Cat. II; Exp C; Encl., GCpi =0.18; MW FRS (directional); end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4t,1% 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide ``,�•0 A 4 � 1 ,, 0 will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt =lb) `kX\ V• • S' 4 G E N F , 0 • 10 =787, 7 =787. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. No 39380 • •• 0. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 Ib down and 324 Ib up at * 7 -0 -0, and 232 Ib down and 324 Ib up at 8 -4 -0 on top chord, and 386 Ib down and 376 Ib up at 7 -0 -0, and 386 Ib down and 376 Ib up at 8 -3 -4 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. - �';_ " 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). :.�: . T, • : 4 LOAD CASE(S) Standard . r - • 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 �� Uniform Loads (plf) Concent Loads (lb) 2 3= 60, 3- 4 = -60, 4- 5 = -60, 5- 6 = -60, 7- 10 = -20 �'i ' t9 i ." s/0 N A � WO Vert: Vert: 3=- 185(F) 4=- 185(F) 9=-315(F) 8=- 315(F) Thomas A. Alban! PE No.39360 MITek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 1 mit 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10103/2015 BEFORE USE. Design valid for use oily with Mneke connectors. This design Is based oily upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property donage. For general guidance regarding the fabrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TPII Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from lruss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T8289743 ' 9682SH T12 Half Hip 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:38 2016 Page 1 ID :rHj0Kzg_xvLBXOD73Rh9BvzYj6U -31 q1 114MKHIz06xUV1 uyOz5SnLw ?2gYMUZrCzYONx -1 -6 -8 6 -9 -0 13 -0 -0 19 -4 -0 1 -6 -8 1 6-9-0 6 -3 -0 6-4-0 1 4x5 = 2x4 H Scale = 1:42.1 6.00112 5 15 16 6 t � e � 3x6 i 14 2x4 \\ h 3 d � di 13 1 2 Eri ►M 9 8 17 3x5 = 3x4 = 3x6 = 3x4 9 -9 -4 19 -4 -0 9 -9 -4 9-6 -12 Plate Offsets (X,Y) -- [2:0- 3- 4,Edge], [5:0- 2- 8,0 -1 -8] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /dell L/d PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.29 7 -9 >781 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.86 Vert(TL) -0.59 7 -9 >388 180 BCLL 0.0 * Rep Stress Incr YES WB 0.36 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 102 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -4 -11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8 -2 -4 oc bracing. OTHERS 2x4 SP No.3 WEBS T- Brace: 2x4 SP No.3 - 5 -7 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131 "x3 ") nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS. (lb /size) 2= 875/0 -5 -8, 7= 752/Mechanical Max Horz 2= 315(LC 12) Max Uplift 2=- 239(LC 12), 7=- 244(LC 9) Max Gray 2= 875(LC 1), 7= 779(LC 17) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 1181/312, 3 -5 =- 939/259 BOT CHORD 2 -9 =- 502/1035, 7-9=-249/503 WEBS 3-9=-381/293, 5- 9=- 123/629, 5 -7 =- 699/359 NOTES - 1) Unbalanced roof live loads have been considered for this design. r,t 11 11 Sg ' 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opsf; h =25ft; B=45ft; L=24ft; eave =4ft; Cat. 0 S l , ' II; Exp C; Encl., GCpi =0.18; MW FRS (directional) and C -C Exterior(2) -1-6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 13 -0 -0, Exterior(2) 13 -0 -0 to ��•S .. A e . i 17 -2 -15 zone;C -C for members and forces & MW FRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 ∎��•P •' G E N S ' • . q2 3) Provide adequate drainage to prevent water ponding. ` N. i 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • •• ,. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide N * 38� I. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. - 6) Refer to girder(s) for truss to truss connections. •. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) - 0 .. - f .. 2 =239, 7 =244. .1_,..,_, r .,r T' • � : !V 7 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. . •• 4 / : 9) Waming: Additional permanent and stability bracing for truss system (not part of this component design) is always required. ° i ' ' ''�"; 4 o R ` Q •• • ' , N% e•∎ Si 'E C. �n1n Thomas A. AJbani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is To prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing NIA' is dways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and muss systems, seeANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type i Qty Ply T8289744 9682SH T13 Half Hip 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:39 2016 Page 1 I D: rHjoKzg xvLBXOD73Rh9BvzYj6U- YEOP4N5 g2I PBxAeXW OBxfOCgm0E6NezYONw -1 -6 -8 5 -9 -0 11 -0 -0 19 -4 -0 1 -6 -8 I 5 -9 -0 5 -3 -0 8 -4 -0 4x5 = Scale = 1:39.0 3x5 = 4 15 16 5 a 6.00 F 12 3x4 i 14 3 . er 13 1 2 y .a I +I i at ►� eMi 9 8 7 17 3x6 = 6 3 x 4 = 2x4 I 2x4 I I 3x8 = 5 -9 -0 I 11 -0 -0 19 -4 -0 5-9 -0 5 -3 -0 8 -4 -0 Plate Offsets (X,Y) -- [5:0- 2- 4,0 -1 -8] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.12 6 -8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.31 6 -8 >731 180 BCLL 0.0 ' I Rep Stress Incr YES WB 0.62 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 104 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3 -11 -15 oc purlins, 4 -5: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8 -2 -5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb /size) 6= 756 /Mechanical, 2= 871/0 -5 -8 Max Horz 2= 274(LC 12) Max Uplift 6=- 265(LC 9), 2=- 253(LC 12) Max Gray 6= 765(LC 17), 2= 871(LC 1) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 1246/354, 3 -4 =- 818/263, 4 -5 =- 669/295, 5 -6 =- 682/354 BOT CHORD 2 -9 =- 507/1051, 8 -9 =- 507/1051 WEBS 3 -8 =- 433/236, 5 -8 =- 343/772 NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.0psf; h =25ft; B =45ft; L =24ft; eave =oft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1-6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 11 -0 -0, Exterior(2) 11 -0 -0 to 15 -2 -15 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 , %11 11 1111. 2) Provide adequate drainage to prevent water ponding. , S � A . , 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ■ ' P+ e 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide ` •N / � � •' \ G E N s ••.•9�t . will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �' F ..• t / 5) Refer to girder(s) for truss to truss connections. • No 39380 • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) * - 6 =265, 2 =253. - • 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. — • ��_ • �fi • 1.,0 : N Al. 0 Thomas k Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 I f Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use oNy with MITek2 connectors. this design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall buiding design. Bracing indicated is to prevent buckling of Individual truss web and /or chord members oNy. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TP11 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from Trtlss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply T8289745 9682SH T14 Half Hp 1 1 j Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:40 2016 Page 1 I D: rHjoKzg_ xvLBXOD73Rh9BvzYj6U- OQyoli6csuYhGP4scSwQTNAignR4OgJz ?gzgv5zYoNv -1 -6 -8 7 -0 -0 9 -0 -0 14 -2 -0 19 -4 -0 1 -6 -8 7 -0 -0 2 -0-0 5 -2 -0 5 -2 -0 Scale = 1:35.0 4x5 = 2x4 II 3x4 = 3 14 15 4 16 5 II 11 6.00 . 13 12 2 1 ■ MI 8 7 6 = 3x4 = 3x6 3x4 = 9 - 0 - 0 19 - 4 - 0 9 - 0 - 0 10 - 4 - 0 Plate Offsets (X,Y) -- [2:0-6-4,0-0-8], [6:0-1-12,0-1-8] _- LOADING (psf) SPACING 2 - - CSI. DEFL. in (loc) 1 /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.26 6 -8 >890 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.64 6 -8 >358 180 BCLL 0.0 * Rep Stress Incr YES WB 0.69 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 1 (Matrix -M) Weight: 94 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9 -10 -4 oc bracing. REACTIONS. (Ib /size) 2= 887/0 -5 -8, 6= 741 /Mechanical Max Horz 2= 233(LC 12) Max Uplift 2=- 273(LC 12), 6=- 279(LC 9) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 1039/275, 3 -4 =- 817/329 BOT CHORD 2 -8 =- 333/816, 6 -8 =- 266/596 WEBS 4- 8=- 84/348, 4- 6=- 775/363 NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.Opsf; h =25ft; B =45ft; L=24ft; eave =oft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 9 -0 -0, Exterior(2) 9 -0 -0 to 13 -2 -15 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) Provide adequate drainage to prevent water ponding. y other live loads. 3) This 4) • This has been designed fora Ili o load of 20: psf on the bottom chord in all are s a rectangle 3 -6 -0 tall by 2 -0 -0 wide , ` - ` ` t � , P S i A . A< ��� will fit between the bottom chord and any other members. $ •,,‘ `"' & • 5) Refer to girder(s) for truss to truss connections. � •. G E N d'• 1./.10 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) •• �•••. 2= 273,6 =279. . No 39380 I. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. * • - ••• -o ". ' r ;,, = r 1, ..3 • ..N - - S ST E _ • i limillot Thomas A. Albani PE No.39380 MFFek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 ■ 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MITek© connectors. This design is based only upon parameters shown. and is for a s individual building component, not a Truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek" ek" is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSI /TPI I Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Bird. Safety Information avdlable from Truss Rate Institute, 218 N. Lee Street, Suite 312, Alexandda VA 22314. Tampa, FL 33610 I Job Truss I Truss Type I Qty Ply j T8289746' 9682SH T15 Half Hip Girder 1 1 Job Reference (optional) I Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:40 2016 Page 1 I D: rHjoKzg_ xvLBXOD73Rh9BvzYj6U- OQyoli6csuYhGP4scSwQTNAjanQgOmTz ?gzgv5zYoNv -1 -6 -8 7 -0 -0 13 -2 -0 19 -4 -0 1-6-8 7 -0 -0 6-2-0 6 - Scale = 1:34.9 4x10 = NAILED NAILED NAILED NAILED 2x4 NAILED NAILED 4x5 - 3 13 14 4 15 16 5 I is nn 1111 r1 nn nn et 1 6.00 FIT 2 q 0 11 11 1 r J 4 l RT� fl 11 11 [l 1 ►� 9 17 18 8 7 19 20 6 4x10 = NAILED NAILED 3x6 = NAILED NAILED 3x5 = 2x4 H 4x5 II NAILED NAILED 7 -0 -0 13 -2 -0 19 -4 -0 7 -0 -0 l 6 -2 -0 6 -2 -0 Plate Offsets (X,Y) -- [3:0- 7- 0,0 2 - 0], [5:0 -1- 12,0- 1- 12],[6:Edge,0 -3- 8],[7:0 -2- 12,0 -2 -0 LOADING (psf) SPACING- 2 - - CSI. DEFL. in (loc) 1 /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.76 Vert(LL) -0.10 7 -9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.28 7 -9 >832 180 BCLL 0.0 • Rep Stress Ina NO ! WB 0.94 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 96 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except" TOP CHORD Structural wood sheathing directly applied or 2 -10 -9 oc purlins, 3 - 5: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6 -11 -10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib /size) 6= 1840 /Mechanical, 2= 1532/0 -5 -8 Max Horz 2= 192(LC 21) Max Uplift 6=- 583(LC 5), 2=- 487(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2607/742, 3-4=-2171/698, 4 -5 =- 2171/698, 5 -6 =- 1651/653 BOT CHORD 2 -9 =- 698/2245, 7 -9 =- 695/2267 WEBS 3- 9= 0/667, 4 -7 =- 843/563, 5 -7 =- 794/2464 NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ff; B =45ft; L =24ft; eave =oft; Cat. II; Exp C; Encl., GCpi =0.18; MW FRS (directional); Lumber DOL =1.60 plate grip DOL =1.60 2) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed four a live load o 0. psf on the bottom chord in all are s where a rectangle 3 -6 -0 tall by 2 -0 -0 wide ��,,,,,`PS 1 A !! q� I.,,♦ will fit between the bottom chord and any other members. �, B 5) Refer to girder(s) for truss to truss connections. , �, � G E N S F • ' 9 ♦ ♦i 6) Provide metal plate or equivalent at bearing(s) 6 to support reaction shown. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) N O 39380 • 6 =583, 2 =487. r 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. — 9) "NAILED" indicates 3 -10d (0.148 "x3 ") or 3 -12d (0.148 "x3.25 ") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. � • 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 Ib down and 301 Ib up at 13 • .--''~ • 7 -0 -0 on top chord, and 335 Ib down and 42 Ib up at 7 -0 -0 on bottom chord. The design/selection of such connection device(S) is ••:.� 'J s • ; jI the responsibility of others. i� ' Too' R 0 . �� 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �i �,�� O • ��,� 1) Dead A + Ro (balanced): Lumber Increase =1.25, Plate Increase =1.25 ♦� ��ils/1ON !11111 A `,�%.�`,, Uniform Loads (p1f) Thomas PL Alban' PE No.39380 Vert: 1- 3 = -60, 3- 5 = -60, 6- 10 = -20 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 S :ontinued on nano 2 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Milek© connectors. This design Is based only upon parameters shown, and is for an individual building component, not tilt a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. (*achy indicated Is to prevent buckling of individual miss web and /or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse wtth possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSI /TPI 1 Quality Criteria, DSB -89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T8289746 9682SH T15 Half Hip Girder 1 1 i lJob Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:40 2016 Page 2 I D: rHjOKzg _xVLBXOD73Rh9BvzYj6U -OQyol i6csuYhGP4scSwQTNAjanQgOmTz ?gzgv5zYONv LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=- 220(B) 6=-76(B) 9=- 335(B) 4=- 123(B) 7=-70(B) 5=- 147(B) 13=- 123(B) 14=-123(B) 15=-123(B) 16=- 125(B) 17= -70(B) 18= -70(B) 19= -70(B) 20=-72(B) 1 t 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. p Design valid for use oNy with Mitek© connectors. 'his design Is based only upon parameters shown. and 8 for an sdMdual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buNding design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek* 8 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute, 218 N. Lee Street, Suite 312. PJexandrla VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 1 I T8289747 9682SH T16 Flat Girder 1 3 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:41 2016 Page 1 I D: rHjoKzg -UcW AV26EdChYtZf3AARfObjtoBnr7FC6EKJDSXzYONu 4-9-9 9-5-7 14-3-0 4 -9 -9 4 -7 -13 4 - Scale: 1/2' =1 This truss is NOT symmetric. Proper orientation is essential. 4x6 — 2x4 II 3x6 = 3x4 = 4x6 = 1 11 12 13 2 14 3 4 15 16 17 5 X11 ° fly 1(1 9 B 18 19 7 4x6 = 20 21 6 10 5x12 = 5x10 MT2OHS = JUS24 JUS24 JUS24 THD26 THDH26 -2 5x6 II H 3x6 4 -9 -9 9 -5 -7 14 -3 -0 4 -9-9 4 -7 -13 4-9 -9 Plate Offsets (X,Y) -- [1:0 -1- 12,0 -2 -0], [5:0- 2- 0,0 -2 -0], [6:Edge,0 -3 -8], [7:0- 2- 0,0 -2 -0], [10:0 -3- 12,0 -1 -8] LOADING (psf) SPACING- 2 - - CSI. DEFL. in (loc) 1 /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.18 7 -9 >915 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.34 7 -9 >492 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.78 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 246 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except` TOP CHORD Structural wood sheathing directly applied or 5 -7 -10 oc purlins, 3 -5: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2x4 SP No.3 `Except* 1- 9,4- 9,5 -7: 2x4 SP No.2 REACTIONS. (lb /size) 10= 3884/0 -5 -8, 6= 4963 /Mechanical Max Uplift 10=- 1666(LC 4), 6=- 2159(LC 5) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -10 =- 3753/1621, 1-2=-10024/4548, 2 -4 =- 10024/4548, 4 -5 =- 10146/4292, 5-6=-3807/1642 BOT CHORD 7-9=-4292/10146, 6- 7=- 175/396 WEBS 1 -9 =- 4728/10361, 2 -9 =- 2561/1532, 4 -9 =- 356/16, 4 -7 =- 759/511, 5 -7 =- 4361/10328 NOTES - 1) 3 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0 -7 -0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0 -4 -0 oc. Webs connected as follows: 2x4 - 1 row at 0 -9 -0 oc. ,` 1 �1 ,, 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to �� S A. ll ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. ��� ��p•. • • • • •. q( a '. 3) Wind: Exp C S Encl., n GCpi MW FRS (directional); onal); Lumberr DOL =1.60 plate grip DOL 1 60 psf; h =25ft; B =45ft; L =24ft; eave =oft Cat. ``��kr V\ G E N s 6'...-;% ' ♦ ♦ 4) Provide adequate drainage to prevent water ponding. • ' • No 39380 . - _ 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed fora 10.0 pst bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide jZ will fit between the bottom chord and any other members. "0 • --- • 8) Refer to girder(s) for truss to truss connections. i 1 T ' : 4J 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) #0-04- .- .f , c .. 10 =1666, 6 =2159. 10) including "Semi-rigid pitchbreaks includin heels" Member end fixity model was used in the analysis and design of this truss. ,< Q • ` ` 11) Use USP THD26 (With 16d nails into Girder & NA9D nails into Truss) or equivalent at 7 -0 -12 from the left end to connect truss(es) ♦,��ISS /p N Al � ` � ``` to front face of bottom chord. all1 � 11 1 12) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2 -0 -0 oc max. starting at 9 -0 -12 from the left end to 13 -0 -12 to connect truss(es) to front face of bottom chord. Thomas A. Albans PE No.39380 13) Use USP THDH26 -2 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 13 -0 -8 from the left end to connect MITek USA, Inc. FL Cert 6634 truss(es) to back face of bottom chord. 6904 Parke East Blvd. Tampa FL 33610 14) Fill all nail holes where hanger is in contact with lumber. Date: March 24,2016 Continued on nave 2 i ■ ikin 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TPI1 Quality Criteria, DSB -89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply i T8289747 9682SH IT16 Flat Girder 1 3 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:42 2016 Page 2 I D: rHjoKzg xvLBXOD73Rh9BvzYj6U- yo3YjO7sOVpOVj EFktyuYoG2Yb74si SGT_Sn NOTES - 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 Ib down and 59 Ib up at 0- 10 -12, 248 Ib down and 71 Ib up at 2- 10 -12, 1143 Ib down and 808 Ib up at 4- 10 -12, and 1143 Ib down and 808 Ib up at 6 -1 -4, and 406 Ib down and 255 Ib up at 12 -11 -4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1- 5 =-60, 6- 10 = -20 Concentrated Loads (Ib) Vert: 3 = -128 2=- 1143(B) 11=-188 13 = -248 14=-1143(B) 15=-48 16=-10 17 = -354 18=- 1820(F) 19=- 721(F) 20=- 736(F) 21=-1189(F=-732, B = -457) Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek a0 connectors. this design is based only upon parameters shown, and Is 101 an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing M iTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Parke East Blvd. fabrication, storage, delbery, erection and bracing of trusses and truss systems, seeANSi/TPi1 Quality Criteria, DSB -89 and BCSI Building Component 6904 04 P. Parke E 0 Safety Information available from truss Plate Institute, 218 N. Lee Street Suite 312, Nexandda, VA 22314. Job (Truss Truss Type Qty Ply T8289748 9682SH 1T17 Common Girder 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:42 2016 Page 1 I D: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- yo3Yj07sOVpOVj EFktyuYoG ?Ob9W soFGT_Sn_zzYONt 7 -4 -0 14 -8 -0 7 -4 0 7 -4 -0 4x5 = Scale = 1:27.6 2 r 6.00 DT 3 1 n 1 I R . o • 4, 11 12 13 4 14 15 16 4x6 = 3x5 H 4x6 = 7-4-0 14-8-0 I 7 -4 -0 7 -4 -0 Plate Offsets (X,Y) -- [1:0- 2- 8,Edge], [3:0- 2- 8,Edge], [4:0- 3- 0,0 -1 -8] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.16 4 -10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.40 4 -10 >445 180 BCLL 0.0 * Rep Stress Incr NO WB 0.41 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 52 Ib FT = 20% LUMBER - BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb /size) 1= 1267/0 -5 -8, 3= 1426/0 -5 -8 Max Horz 1= -86(LC 23) Max Uplift 1=- 282(LC 8), 3=- 301(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -2 =- 1754/363, 2 -3 =- 1751/363 BOT CHORD 1 -4 =- 228/1487, 3- 4=- 228/1487 WEBS 2 -4 =- 112/1072 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; VuIt= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opst; h =25ft; B =4511 L =24ft; eave =4lt; Cat. II; Exp C; Encl., GCpi =0.18; MW FRS (directional); Lumber DOL =1.60 plate grip DOL =1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1111 !! 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide X111%1 lg, will fit between the bottom chord and any other members. .• � Or A. A ( e •, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (t =lb) ,,% 1 =282, 3 =301. •% ••Z• •' \ G E N S c � '' 4, , � 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • . \' 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 Ib down and 32 Ib up at ` No 39380 •.' 1 -0 -12, 169 Ib down and 43 Ib up at 3 -0 -12, 253 Ib down and 54 Ib up at 5 -0 -12, 253 Ib down and 54 Ib up at 7 -0 -12, 253 Ib down • and 54 Ib up at 9 -0 -12, and 253 Ib down and 54 Ib up at 11 -0 -12, and 253 Ib down and 54 Ib up at 13 -0 -12 on bottom chord. The ;7 - design/selection of such connection device(s) is the responsibility of others. = 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). .... 'D 1, -r LOAD CASE(S) Standard • - 1) Dead +Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 "ice 1 . Z Q f3 \ �,• %?�, Uniform Loads (plf) ,' �� S'�ON Al -���`� Vert: 1- 2 = -60, 2- 3 = -60, 5 -8 = -20 ,���I /lIIII /111,,` Concentrated Loads (Ib) Vert: 4 =- 253(F) 11= -89(F) 12=- 169(F) 13=- 253(F) 14=- 253(F) 15=- 253(F) 16=- 253(F) Thomas k plan) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 r 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component. not a Truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into The overall MiTek* ek� b is a ways required red for agility and to prevent collapse buckling with possible personal injury property damage. For genera guidance regarding theanent bracing 6904 Parke East Blvd. fabrication, storage., delivery, erection and bracing of trusses and Tnrss systems, seeANSi /iPll Quality Criteria, DSB -89 and SCSI Building Component Tampa, FL 33610 , Safety Information available from Truss Rate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T8289749 9682SH T18 Common ' 4 1 I Job Reference (optional) j Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:43 2016 Page 1 I D: rHjoKzg xvLBXOD73Rh9BvzYj6U- Q ?dwwk8V9pxF7tpRHbT750ol o ?avbK5PheCKW QzYONs -1 -6 -8 I 7 -4 -0 14 -8 -0 16 -2 -8 1 -6 -8 7 -4 -0 7 -4 -0 1 -6 -8 Scale = 1:28.5 4x5 = 3 1 _ 6.00 12 15 16 14 13 4 '•;:t 2 n O Io ► 5 M ° 1 WI 3x4 = 2x4 3x4 = i 740 I 14-8-0 7 -4 -0 7-4 -0 Plate Offsets (X,Y) -- [2:0-0-4,0-0-4], [4:0-0-4,0-0-4] LOADING (psf) SPACING- 2 - - I CSI. DEFL. in (loc) I /deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.04 6 -12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.12 6 -12 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 4 Na n/a BCDL 10.0 Code FBC2014/TPI2007 1 (Matrix -M) Weight: 57 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -8 -7 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb /size) 2= 679/0 -5 -8, 4= 679/0 -5 -8 Max Horz 2= 104(LC 11) Max Uplift 2=- 234(LC 12), 4=- 234(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 720/240, 3- 4=- 720/240 BOT CHORD 2-6=-61/558, 4- 6=- 61/558 WEBS 3 -6 =0/299 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft; B =4511; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 7 -4 -0, Exterior(2) 7 -4 -0 to 10 -4 -0 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) 4) * This truss has been designed for a li e n load of 20 chord on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide ` , ,�.�A ` , P S i A . ♦,♦ ` � , will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) : �� k X � \G E N s .' /4, ♦ ♦0 2= 234,4 =234. 6) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. = No 39380 . - i ' ' • ♦,,,,, / O N A, _\--- ,s" Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 r 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Brachg indicated Is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems, seeANSI /TPI1 Quality Criteria, DSB -89 and SCSI Building Component 6904 Parke East Blvd_ Safety Information available from Truss Rate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply I T8289750 9682SH IT19 Hip 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:43 2016 Page 1 ID: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- Q? dwwk8V9pxF7tpRHbT750obo ?aubK6PheCKW QzYONs 7 -8-0 16-2-8 7-a -q 14 -8-0 i 1 i -1-6-8 I 7-0-0 0-4 0 7 -0 -0 1-6-8 1-6-8 0-4-0 Scale = 1:28.9 4x10 = 3 Mbar- 6.00 FIT 15 14 16 13 4 1;•• 2 Y a 6 Io t IM 6 3x4 = 2x4 II 3x4 = 7 -8-0 7 -0-0 7-4_Q 14 -8-0 7 -0-0 b-4 d 7 -0-0 0-4-0 Plate Offsets (X,Y) -- [2:0-0-4,0-0-4], [4:0-0-4,0-0-4] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.04 6 -9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.12 6 -9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 4 nla n/a Weight: 57 Ib FT = 20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -8 -9 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib /size) 2= 679/0 -5 -8, 4= 679/0 -5 -8 Max Horz 2= 102(LC 11) Max Uplift 2=- 234(LC 12), 4=- 234(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 730/258, 3 -4 =- 730/258 BOT CHORD 2 -6 =- 70/571, 4 -6 =- 70/571 WEBS 3 -6 =0/299 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= l30mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0pst; h =25ft; B =45tt L =24ft; eave =4tt; Cat. 11; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1-6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 7-4 -0, Exterior(2) 7 -4 -0 to 11 -6 -15 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 , "�„ '' I 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`��� t�� 4) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide ` 0. - MP A . 4, 1,,, • will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) : .` � %e •. G E N d'•• "M.! • 2 =234,4 =234. 4, ' 6 "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. r . • ; NO 39380 .:: -o :. (7 . t .: - 1 3 " •.•. T E i� i• O R 1 • G ��, • Thomas A. Albani PE No.39380 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 10/13/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown. and is for an Individual building component not will, a i l a tans system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the Parke East Blvd. fabrk:atlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSUTPI1 Quality Cd 6904 a terla, DSB -89 and BCSI Building Component Tampa. 904 Parke E 0 Safety InformatOn available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. i Job 'Truss Truss Type Qty Ply T8289751 96B2SH T20 Hip 1 1 I Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:44 2016 Page 1 I D:rHj0Kzg_xv LBXOD73Rh9BvzYj6U- uBB18497w736k1 Odrl ?MeDLW DPxM KnzZwlxt2szY0Nr - - - 5 -0-0 9 -8-0 14 -8 -0 16 -2 -8 I I I 1-6-8 5 -0 -0 4 -8 -0 5 - 0 - 1 -6 -8 Scale = 1:28.9 4x5 - 4x5 = 3 15 16 4 al � i 6.00 12 n 0 17 N 14 5 2 11 n - 7 r 6 I M. i 3x4 = 3x4 = 3x4 = 7 -4 -0 I 14 -8 -0 7 -4 -0 7 -4 -0 LOADING (psi) SPACING- 2 - - CSI. DEFL. in (loc) 1 /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.04 7 -10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.11 7 -10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 61 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib /size) 2= 679/0 -5 -8, 5= 679/0 -5 -8 Max Horz 2= 77(LC 10) Max Uplift 2=- 234(LC 12), 5=- 234(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 829/372, 3 -4 =- 751/341, 4 -5 =- 829/372 BOT CHORD 2 -7 =- 199/684, 5- 7=- 214/684 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= l30mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft; B =45ft; L =24ft; eave =oft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 5 -0 -0, Exterior(2) 5 -0 -0 to 14 -2 -1, Interior(1) 14 -2 -1 to 16 -2 -8 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a li e load of 0.0psf on the bottom chord in all areas wher i where ar rectangle 3 -6 -0 tat by 2 -0 -0 wide , ,,,, 001111111/81. A. 4 "le, will fit between the bottom chord and any other members. ♦ Q 4,61 e, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) `` �� k se • E N s •• TA.! , lo 2=234, 5=234. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. No 39380 • - '0 *. � .� O R `Q.•* ei,, iONA� 0% Thomas A. Albanl PE No -39380 MITek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 24,2016 r l a 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design pcxarneters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual buss web and /or chord members only. Additional temporary and permanent bracing MiTek' k always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the 6904 Parke East BNd. fabrication, storage. delivery, erection and [racing of trusses and buss systems, seeANSI/1PI1 Quality Criteria, DSB -89 and BCSI Building Component Tampa, FL 33610 Safety information available from Truss Plate Institute, 218 N. Lee Street, Sulie 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T8289752 9682SH T21 Roof Special Girder 1 I 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:45 2016 Page 1 I D: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- MNIhLQ91hQBzMAzq P0W bARuhOoCO39Yi9yh RbIzYONq 1 6 -8 3 -0 -0 5 -8 -0 7 -8 -0 i 9 -8 -0 14 -8 -0 16 -2 -8 1 -6 -8 ' 3 -0 -0 2 -8 -0 2 -0-0 2 -0 -0 5-0 -0 1 -6 -8 Scale = 1:29.4 4x5 4x5 = 5 6 4x5 = 4x5 = � 6.00 FY 3 I EIN lw a B o N 7 2 Ir o fl 1 g Io 1 4 ■ 19 11 10 20 9 ISI NAILED 4x10 = 3x6 3x4 = 3x5 = 3x4 5 -8 -0 9-8-0 14 -8 -0 5 -8 -0 4 -0 -0 5 -0 -0 Plate Offsets (X,Y) -- [2:0- 3- 0,Edge], [5:0- 2- 8,0 -1 -8] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.08 11 -14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.16 11 -14 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.44 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 69 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -9 -4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9 -8 -5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib /size) 2= 1032/0 -5 -8, 7= 973/0 -5 -8 Max Horz 2= -77(LC 23) Max Uplift 2=- 393(LC 8), 7=- 336(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1442/452, 3 -4 =- 1995/609, 4 -5 =- 2359/746, 5 -6 =- 1282/405, 6 -7 =- 1486/419 BOT CHORD 2 -11 =- 338/1257, 9 -11 =- 348/1366, 7 -9 =- 283/1264 WEBS 3- 11=- 218/870, 4- 11=- 11521394, 5- 11=- 342/1149, 6 -9= -3/369 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.Opsf; h =25ft; B =45ft; L =24ft; eave =oft; Cat. II; Exp C; Encl., GCpi =0.18; MW FRS (directional); Lumber DOL =1.60 plate grip DOL =1.60 3) Provide adequate drainage to prevent water ponding. 4) his * truss uss has b en desig ed for a liii a load of 0.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide `• �.� O P S A. A 5) Thi 11, will fit between the bottom chord and any other members. ♦ .. X 49 It., 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except )jt =1b) ` ♦__% CJ.` ••G E N S� • '. 2 / ° I • 2 =393, 7 =336. • 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. NO 39380 • 8) "NAILED" indicates 3-10d (0.148 "x3 ") or 3 -12d (0.148 "x3.25 ") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. _ - 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 237 Ib down and 228 Ib up at 7 -8 -0, and 237 Ib down and 228 Ib up at 9 -8 -0 on top chord, and 124 Ib down at 7 -8 -0, and 124 Ib down at 9 -7 -4 on bottom chord. __r The design/selection of such connection device(s) is the responsibility of others. "O ' -�I -1Z-... 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7.1 , T ' ' • 1 LOAD CASE(S) Standard i 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 4 : 6 O FO 0.� %•% Uniform Loads (p11) ',i t/ ' O N A 1- � �. Vert: 1-3=-60, 3 -4= 60, 4- 5 = -60, 5- 6 = -60, 6- 8 = -60, 12- 15 = -20 II I I I I I I I 1 Concentrated Loads (Ib) Thomas A. Albans PE No.39380 Vert: 5=-142(B) 6=- 142(B) 9= -82(B) 19=- 198(B) 20= -82(B) MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 mg 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev. 10/03/2015 BEFORE USE. Design valid for use oNy with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate ihls design into the overall MiTek' building design. Bracing Indicated Is to prevent buckling of indM dual truss web and /or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Parke East BNd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /TP11 Quality Criteria, DSB -89 and BCSI Building Component Tampa, 6904 4 Parke E 0 Safety information avdlable from Truss Plate Insfitute, 218 N. Lee Street, Suite 312, iexandria, VA 22314. Job I Truss Truss Type Qty Ply T8289753 9682SH T22 Half Hip Girder 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:46 2016 Page 1 ID: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- gaJ3YmANSkJq_KYOZj 1 gjeQuXCfgoicrNcQ_7kZYONp 2 -8 -8 3-0-0 I f I 2 -6 -8 0-5 -8 NAILED 2x4 I Scale = 1:11.0 7 2 6.00 I rap ., ,:. ., . „, 1 ' _1 0 j1111111111111111 III ►'! 8 9 3 NAILED NAILED /M. 2x4 = 2x4 NAILED 3 -0 -0 l I 3 -0 -0 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFT. in (loc) 1 /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.01 3 -6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.02 3 -6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 11 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 1= 174/0 -5 -8, 3= 218/Mechanical Max Horz 1 =59(LC 8) Max Uplift 1= -30(LC 8), 3=- 112(LC 8) Max Gray 1= 174(LC 1), 3= 237(LC 28) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.Opsf; h =25ft; B =45ft; L =24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi =0.18; MW FRS (directional); Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 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) 1 except Qt =lb) 3 =112. ,,` S A A `,, L 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,�• � P. i. 7 ) "NAI indicates 3 -10d (0.148 "x3 ") or 2 -12d (0.148 "x3.25 ") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. �e ' , 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B . • E N l �1 'N' • • • \, � G S F • ' 42 % • i 0. • () () • i • LOAD CASE(S) Standard ' No 39380 • 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase = 1.25 + Uniform Loads (plf) Vert: 1-2=-, d s (l 3 -4 = -20 ='0 • ,� Z Concentrated Loads .. • • • /, : Vert: 3= -62(F) 7=-8(F) 8=-94(B) 9=-0(F) , ri - • — � � ■ Milimiti Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: March 24,2016 mil. 1 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not o truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek* building design. Wachg indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the e Est Binformation faCx cation, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/1PI I Quality Criteria, DSB -89 and BCSI Building Component 6904 04 Tampa, Parke E 0 Safety information available from Taus Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Job Truss Truss Type Qty Ply I T6289754 9682SH T23 Hip Girder 1 2 Job Reference (optional) , Building Component Supply, Jacksonville, FI 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:48 2016 Page 1 I D: rHjOKzg xvLBXOD73Rh9BvzYj6U- nyRpzRCdzLZYDei P4831o3W 5L09GVhBrwvSBdzYONn -1 -8 -8 7 -0 -0 I 11 -8 -14 16 -4 -0 I 20 -11 -2 25 -8 -0 32-8-0 1 34 -2 -8 1 -6 -8 7 -0 -0 4 -8 -14 4 -7 -2 4 -7 -2 4-8-14 7 -0 -0 1 -6 -8 Scale = 1:58.2 NAILED NAILED NAILED NAILED NAILED3x4 = 5x8 3x4 = 2x4 I I 3x8 MT2OHS = NAILED 5x8 = NAILED NAILED NAILED 22 23 4 24 25 5 26 6 27 7 28 29 5.00 12 3 8 0til idi�r6�i1i�� Ei1i�arm1Url�ii ∎ill � jN .r m c:- APV7Allkih■ N: 1 2 r _ u u � 10I N o O '' , 15 30 31 32 33 13 34 35 12 36 3 7 11 2x4 I I 3x = 2x4 I I 3x5 = 3x5 = NAILED 5x6 = NAIL N AILED 5x6 = NAILED NAILED NAILED NAILED NAILED NAILED 7 -0 -0 I 11 -8 -14 16 - - 20 -11 -2 25 -8 -0 32 -8 -0 7 -0 -0 4 - - 4 - - 4-7-2 4 8 14 7-0-0 Plate Offsets (X,Y) -- [3:0- 5- 12,0 -2 -8], [8:0 -5- 12,0 -2 -8], [12:0 - 3.0,0 -3 -0], [14:0 3 - 0,0 - - LOADING (psf) SPACING 2 - - CSI. DEFL, in (loc) I /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.60 12 -13 >655 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.80 12 - >490 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr NO WB 0.48 Horz(TL) 0.20 9 n/a n/a Weight: 309 lb FT = 20% BCDL 10.0 Code FBC2014/fP12007 (Matrix -M) LUMBER BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -9 -1 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5 -7 -1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb /size) 2= 2772/0 -3 -8, 9= 2772/0 -3 -8 Max Horz 2= -76(LC 23) Max Uplift 2=- 1905(LC 8), 9=- 1905(LC 8) FORCES. (lb) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 6022/4113, 3 -4 =- 7530/5230, 4 -5 =- 8272/5741, 5 -7 =- 8272/5741, 7 -8 =- 7530/5230, 8 -9 =- 6022/4113 BOT CHORD 2- 15=- 3667/5470, 14 -15 =- 3684/5490, 13-14=-5103/7581, 12-13=-5103/7581, 11-12=-3684/5490, 9 -11 =- 3667/5470 WEBS 3 -15 =- 342/552, 3 -14 =- 1653/2495, 4 -14 =- 1079/678, 7 -12 =- 1079/678, 8-12=-1653/2495, 8- 11=- 342/552, 5 -13 =- 610/381, 4 -13 =- 570/844, 7 -13 =- 570/844 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: , Top chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. ,,,�� A 0 11111111i /, A. q � I� Bottom chords connected as follows: 2x4 - 1 row at 0 -9 -0 oc. O ( ' i. , Webs connected as follows: 2x4 - 1 row at 0 -9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ,` • % /N X` •• V\ G E N 8 " T • �� • p l y connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. No 39380 4) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft; B =45ft; L =33ft; eave =oft; Cat. = II; Exp C; Encl., GCpi =0.18; MW FRS (directional); porch left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 = 5) Provide adequate drainage to prevent water ponding. = -P 6) All plates are MT20 plates unless otherwise indicated. ; /V: 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .`_ ` 8) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide ♦ , .• - +�• y j , � ; will fit between the bottom chord and any other members. '° '• L O R IV.. ..; � � 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt =lb) me l e e • • • • • ...\ c.1 �• 2 =1905, 9 =1905. �'� ,� � N A,- �.� SN 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �I118111 1 10' 11) "NAILED" indicates 3 -10d (0.148 "x3 ") or 3 -12d (0.148 "x3.25 ") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 267 Ib down and 287 Ib up at Thomas A. Albani PE No.39380 7 -0 -0, and 267 Ib down and 287 Ib up at 25 -8 -0 on top chord, and 320 Ib down and 272 Ib up at 7 -0 -0, and 320 Ib down and 272 Ib Mflbk SA, Inc. FL Ta 33610 East up at 25 -7 -4 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. Date: March 24,2016 LOAD CASE(S) Standard ;-,nntinued on Dane 2 _ a WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev. 10/03 BEFORE USE. Design valid for use only with MITekS) connectors. This design Is based only upon parameters shown. and is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing 8 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the st e E Blvd. d. fabric:otbn, storage. delivery, erection and bracing of trusses and muss systems. seeANSI /TPI 1 Quality Criteria, DSB -89 and BCSI Building Component 6904 04 P. Parke E B Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T8289754 9682SH 123 Hip Girder 1 2 Job Reference (optional) Building Component Supply. Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:48 2016 Page 2 I D: rHj0Kzg_ xvLBXOD73Rh9BvzYj6U- nyRpzRCdzLZYDei P4831o3W 5L09_GVh8rwv5BdzY0Nn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (pif) Vert: 1 -3= 60, 3- 8 = -60, 8- 10 = -60, 16- 19 = -20 ' Concentrated Loads (lb) Vert: 3=- 220(B) 8=- 220(B) 15=-310(B) 11= 5=- 120(B) 13= -67(B) 22=- 120(B) 23=- 120(B) 24=- 120(B) 25=- 120(B) 26=- 120(B) 27=- 120(B) 28=-120(B) 29=- 120(B) 30= -67(B) 31= -67(B) 32= -67(B) 33= -67(B) 34=-67(B) 35= -67(B) 36= -67(B) 37= -67(B) I 1 I Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11 -7473 rev. 10/03/2015 BEFORE USE. p Design valki for use oily with MITekO connectors. This design is based only upon parameters shown, and is for an IndMduai bu ding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek" butiding design. Bracing indicated is to prevent buckling of IndNidual truss web and /or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal InKay and property damage. For general guidance regarding the Parke East Blvd. fabrk;atkon, storage, delivery, erection and bracing of trusses and truss ast ns systems. seeANSI /TPI1 Quality Criteria, DSB -89 and SCSI Building Component Tampa, 04 Parke E B Safety Information avdlable from Truss Plate Instihrte, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job I Truss Truss Type Qty Ply T8289755 9682SH T24 Hip 1 1 Job Reference (optional) I Building Component Supply, Jacksonville, FI 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:49 2016 Page I D: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- F9? BBnDFkfhProHberaXLH ?gRl 1 -g -g I 7 -0 -0 1 9 - - 16 -4 -0 23 -8 -0 25 -8 -0 { 32 -8 -0 1 34 -2 -8 1 -6 -8 7 -0-0 2 -0 -0 7 -4 -0 7 -4 -0 2 -0 -0 7 -0 -0 1 -6 -8 Scale = 1:58.2 4x6 = 3x8 = 4x6 = 5.00 1 3 21 22 4 2 23 24 5 ul 20 25 4 ,_ 26 19 6 u w N N 2 7 Id ° :.3 0 t2 11 10 9 8 3x8 MT2OHS = 3x8 MT2OHS = 3x4 = 2x4 1 3x4 — 3x8 - 3x8 = 9-0-0 16 -4 -0 23 -8 -0 { 32 -8 -0 9 -0 -0 7 -4 0 7 -4 -0 9-0 -0 Plate Offsets (X,Y) -- [6:0- 3- 9,Edge] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (lac) 1 /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.34 10 -12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) - 0.48 8-10 >823 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress lncr YES WB 0.96 Horz(TL) 0.15 6 n/a n/a Weight: 143 Ib FT = 20% BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except` TOP CHORD Structural wood sheathing directly applied. 3 -5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3 -4 -13 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb /size) 2= 1399/0 -3 -8, 6= 1399/0 -3 -8 Max Horz 2= -94(LC 10) Max Uplift 2=- 886(LC 12), 6=- 886(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2440/2325, 3- 4=- 2171/2241, 4 -5 =- 2171/2241, 5 -6 =- 2440/2325 BOT CHORD 2- 12=- 1994/2153, 10-12=-2530/2741, 8- 10=- 2530/2741, 6 -8 =- 2011/2153 WEBS 3 -12 =- 617/537, 4 -12 =- 763/609, 4 -10 =- 265/265, 4 -8 =- 763/609, 5-8=-617/537 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.0psf; h =25ft; B =45ft; L =33ft eave =4ft; Cat. 11; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1-6 -8 to 1 -8 -11, Interior(1) 1 -8 -11 to 9 -0 -0, Exterior(2) 9 -0 -0 to 28 -3 -7, Interior(1) 28-3-7 to 34-2-8 zone; porch left and right exposed;C -C for members and forces & MWFRS for reactions shown; ,,`` ��T,P S � i l / gi ,t� i� Lumber DOL =1.60 plate grip DOL =1.60 ` z. e, 3) Provide adequate drainage to prevent water ponding. ^ - 4) All plates are MT20 plates unless otherwise indicated. 't •. \ G E N ` . q v / 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide N O 393 8 0 • • will fit between the bottom chord and any other members. • 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) = • • �- 2 =886, 6 =886. : ,' - 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. •,(.,- -`— � z• :1 -$T. E. ° , ,,, '0- Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 Ng A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl -7473 rev. 10103/2015 BEFORE USE. Design vaiki for use only with MITekS connectors. 1Ms design is based only upon parameters shown. and Is for an bdlvldual bulding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into The overall Ml lek• building design. Bracing Indicated Is to prevent buckling of individual truss web aril /or chord members oNy. Additional temporary and permanent txacing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the e East cation, storage, delivery, erection and bracing of Trusses and muss systems, seeANSI /TPI 1 Quality Criteria, Park ast BNd. Trues riteria, DSB - 89 and BCSI Building Component Tampa. 04 Parke E B Safety Information available from s Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply 1 T8289756 9682SH T25 Hip 1 1 I Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:50 2016 Page 1 I D:rHjoKzg -j LYa07DuVzpGSyrnCZ5mtUbVTpyOkH I RI EOCG W zYONI -1-6-8 5 -9 -9 11 - - 16 - - 21 -8 -0 26 -10 -7 32 -8 -0 34-2-8 1 -6 -8 I 5 -9 -9 ( 5 -2 -7 5 -4 -0 1 5 -4 -0 5 -2 -7 5 -9 -9 1 -6 -8 Scale = 1:58.2 4x5 = 3x4= 4x5= 4 22 5 23 6 5.00112 c 2x4 !I 24 I I 3 21 7 2x4 a 2 5 20 8 v 2 9 g1 i i. : Ia 13 12 10 3x4 3x4 = 5x6 = 5x6 = 3x4 = 3x4 = 5 -9 -9 11 -10 -12 20 -9 -4 ?1 -8 -Q 26 -10 -7 32 -8 -0 5-9 -9 6 -1 -3 8 -10 -8 0 -10 -12 5 -2 -7 5 -9 -9 Plate Offsets (X,Y) -- [4:0- 2- 8,0- 1- 12],[6:0- 2- 8,0 -1- 12,[11:0- 3- 0,0 -3- 0],[12:0- 3 0,0 - 3 - 4] LOADING (psf) SPACING- 2 - - CSI. DEFL. in (loc) I /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.48 Vert(LL) -0.12 11 -12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.53 Vert(TL) -0.30 11 -12 >819 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.92 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 163 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -0 -15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb /size) 2= 306/0 -3 -8, 12= 1719/0 -5 -8, 8= 774/0 -5 -8 Max Horz 2= 112(LC 11) Max Uplift 2=- 289(LC 12), 12=- 648(LC 12), 8=- 247(LC 12) Max Gray 2= 362(LC 21), 12= 1719(LC 1), 8= 800(LC 22) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 152/332, 3 -4 =- 165/456, 4-5=-266/695, 5 -6 =- 557/204, 6 -7 =- 1246/479, 7 -8 =- 1238/358 BOT CHORD 2 -13 =- 307/90, 12- 13=- 550/407, 10 -11 =- 9/609, 8-10=-249/1089 WEBS 3 -13 =- 346/271, 4-13=-812/685, 5 -12 =- 1111/497, 5 -11 =- 185/612, 6 -10 =- 322/646, 7 -10 =- 332/262, 4- 12=- 767/575, 6 -11 =- 289/234 NOTES - 1) Unbalanced roof live loads have been considered for this design. Cat. 2) II; C; Encl., MWFRS (direct i=0.18; onal) and C-C Exterior(2D -1-6-8 6 -8 to 1-8 -1 Inter 1-8 -111 to 1 -0 -0, Exter (2)f11-0 -0 .� A „q 4 to 26 - - 7, Interior(1) 26 - - to 34 - - zone; porch left exposed;C -C for members and forces & MWFRS for reactions shown; Lumber �. O � � DOL =1.60 plate grip DOL =1.60 ,���•.• GEN e , t 1 ■ 3) Provide adequate drainage to prevent water ponding. ••• 6••• / 0 • • , 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 • • 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. ,---- . - • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) • .7 .,*-- ...� • 2 =289, 12= 648, 8 =247. : "O t •• g 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. i — .$ T . E A - ,.f ..+ , 1 ' •, �� � S, � N � E��`. I Thomas A. Aibani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. wth. Design valid for use only with MITekm connectors. This design is based only upon parameters shown, and is for an individual buiding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Blvd. B e Ea Park st fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB -89 and SCSI Building Component 6904 04 P, Parke Ea B Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Job ITruss Truss Type Qty Ply T8289757 9682SH T26 Hip 1 1 1 !Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:51 2016 Page 1 I D: rHjOKzg xvLBXOD73Rh9BvzYj6U- BX6ycTE W GGx745Q IGd ?QiBeNDJOTnjbXualoyzYONk - 6 -9 -9 13 -0 -0 19 -8 -0 25 -10 -7 32 -8 -0 1 34-2-8 1 1 1 - 1 6 - - 6 - 2 - 6 -8 -0 6 -2 -7 6 -9 -9 1 -6 -8 Scale = 1:58.2 4x5 = 4x5 = 4 22 23 5 :3 di 5.00112 3x4 1111111k 24 3x4 3 6 en 20 l 5 7 u 2 ` 8 v 1 qI1 If :: Ia ° . '_' 26 27 11 10 13 12 9 2x4 II 5x6 = 3x8 = 2x4 I I 3x4 = 3x4 = 3x6 = 6 -9 -9 11 -10 -12 11 -11 -0 19 -8 -0 25 -10 -7 1 32 -8 -0 6-9-9 5 1 3 0 4 7 9 - 6 -2 -7 6 -9-9 Plate Offsets (X,Y) -- [4:0- 2- 4,0- 1 -12], [12:0- 3- 0,0 -3 -0] LOADING (psf) SPACING 2 - - CSI. DEFL. in (loc) 1 /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.07 11 -12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) - 0.18 11 -12 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(TL) 0.02 7 n/a n/a Weight: 1601b FT = 20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) LUMBER BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -0 -13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib /size) 2= 366/0 -3 -8, 12= 1630/0 -5 -8, 7= 803/0 -5 -8 Max Horz 2=- 130(LC 10) Max Uplift 2=- 315(LC 12), 12=- 611(LC 12), 7=- 259(LC 12) Max Gray 2= 424(LC 21), 12= 1630(LC 1), 7= 825(LC 22) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 227/311, 3 -4 =- 215/634, 4 -5 =- 480/243, 5 -6 =- 602/206, 6 -7 =- 1238/364 BOT CHORD 2 -13 =- 260/150, 12- 13=- 260/150, 11- 12=- 297/311, 9- 11=- 245/1080, 7- 9=- 245/1080 WEBS 3 -13 =- 269/222, 3 -12 =- 618/675, 4 -12 =- 1219/549, 4 -11 =- 364/945, 6 -11 =- 657/299 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; VuIt= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.Opsf; h =25ft; B =45ft; L =33ft; eave =4ft; Cat. 11; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1-6 -8 to 1 -8 -11, Interior(1) 1 -8 -11 to 13 -0 -0, Exterior(2) 13 -0 -0 to 24 -3 -7, Interior(1) 24 -3 -7 to 34 -2 -8 zone; porch left exposed;C -C for members and forces & MWFRS for reactions shown; Lumber , `, `�` 01 11111111 �� �� 1, DOL =1.60 plate grip DOL =1.60 3) Provide adequate drainage to prevent water ponding. `V` 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � ,``r \G E N S ' �"• 5) * This truss has been designed for a live Toad of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide ■�� •" V "• / � will fit between the bottom chord and any other members, with BCDL = 10.Opsf. No 39380 . —_ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) ' • = 2= 315,12= 611,7 =259. ^1 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ; � •� .- GR\Q. • . :• Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 1 4 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an IndMdual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek. building design. Bracing Indicated is to prevent buckling of indNi dual truss web and /or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Wry and properly damage. For general guidance regarding the Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI /1Pl1 Quality Criteria, DSB -89 and BCSI Building Component 6904 04 Tampa , Parke E3s Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .J Job ITruss Truss Type Qty Ply I I T8289758 9682SH T27 GABLE 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:51 2016 Page 1 I D: rHjOKzg _xvLBXOD73Rh9BvzYj6U- BX W GGx745Q_IGd ?QiBgOD IkTykbXualoyzYONk -1 - - 6 -10 -0 I I I 1-6-8 6 -10 -0 Scale = 1:18.1 7 6 5 18 M 4 p 3x4 . 1 5.001 3 2 Ejr-Idll d A I 9 c =MMIN II III II i 1 '/ _ 8 it 10 9 ►4 4x10 = 01-2 -12 6 -10 -0 d-2-1t 6 -7 -4 Plate Offsets (X,Y) -- [2:0- 4- 8,0 -2 -5] LOADING (psf) SPACING- 2 - - CSI. DEFL. in (loc) I /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.22 10 -11 >368 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.21 10 -11 >388 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(TL) -0.01 2 n/a n/a Weight: 341b FT = 20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb /size) 8= 235 /Mechanical, 2= 393/0 -3 -8 Max Horz 2= 141(LC 12) Max Uplift 8=- 160(LC 12), 2=- 250(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft; B =45ft; L =2411; eave =4ft; Cat. 11; Exp C; Encl., GCpi =0.18; MW FRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -4 -4, Interior(1) 1 -4 -4 to 6 -8 -4 zone; cantilever left exposed ; porch left and right exposed;C -C for members and forces & MW FRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. ,`,'� �, II '' 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable studs spaced at 1 -4 -0 oc. ��,,%' z S A. . , 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O �e i, 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide ,`sgb,•Z` * \G E N i 9 4 7 . will fit between the bottom chord and any other members. „, 7) Refer to girder(s) for truss to truss connections. No 39380 _ ;�_ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt =lb) = 8 =160, 2 =250. = 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. =10 • .. w ="-- _ i • ��, �O N A� E,�.. � Thomas A. Alban' PE No.39380 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 mll 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for rn Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek" building design. Bracing indicated Is to prevent buckling of Individual truss web and /or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the Blvd. East Eat fabrication. storage. delivery, erection and bracing of trusses and truss systems, seeANSI/TPI 1 Quality Criteria, DSB -89 and BCSI Building Component 6904 04 P. Parke East Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T8289759 9682SH T28 Monopitch 6 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:52 2016 Page 1 ID:rHjOKzg_xv LBXOD73Rh9BvzYj6U- fkgKppF81 a3_i F ?AJ_8EyvgpidcgCP6kmYtJ LOzYONj -1 -6 -8 6 -10 -0 I I 1 -6-8 6 -10 -0 2x4 I! Scale = 1:20.5 3 P 5.00112 x 9 8 2 ■ �� I 1 a 4 1 F2 3x4 = 2x4 I I 0:2-12 6 -10 -0 0 -2 -1'2 6-7 -4 Plate Offsets (X,Y) -- [2:0- 0- 9,0 -0 -4] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.28 4 -7 >282 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.25 4 -7 >320 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014JTPI2007 (Matrix -M) Weight: 28 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 4= 257 /Mechanical, 2= 371/0 -3 -8 Max Horz 2= 154(LC 12) Max Uplift 4=- 179(LC 12), 2=- 231(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; Vult= l30mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.Opsf; h =25ft; B =45ft; L =24ft; eave =oft Cat. II; Exp C; Encl., GCpi =0.18; MW FRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 6 -8 -4 zone; cantilever left exposed ; porch left and right exposed;C -C for members and forces & MW FRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. , "i 0111111.111_ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) ,, �.p,S A. 4 / , 4 =179, 2 =231. ♦ 0 ' • E N to ,, , 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design 9 of this truss. ■♦�� ••' s S� qit i i ■ No 39380 .. * • • .. 1, CN' • 0 R , V.• .. , \ Thomas A. Alban) PE No.39380 MFTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 1 Ng 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MITeke connectors. 1Ns design Is based only upon parameters shown, and Is for an k dMduai building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing Indicated Is to prevent buckling of Individual truss web and /or chord members only. Addiforal temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Blvd. East e E B Parke storage, delivery. erection and bracing of trusses and truss systems, seeANSI /TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 04 P. rk E B Safety Information available from lruss Plate institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Job I Truss Truss Type Qt' Ply T8289760 9682SH T29 Hip Girder 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 S Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15:09:53 2016 Page 1 I D: rHj0Kzg xvLBXOD73Rh9BvzYj6U- 7wEi09GmouBrJ PaMth1TV7Duv t ssxpXt -1-6-8 7-0-0 10-8-0 14 -4 -0 21 -4 -0 22 -10 -8 1-6-8 7 -0-0 3 -8 -0 3 -8 -0 7 0 0 1-6-8 Scale = 1:39.8 NAILED 5x8 = = NAILED 2x4 I NAILED 5x8 3 17 4 18 5 5.00 FIT 111 M b I ] Mb M n' M 6 2 � u; 2 I' II 2 a_ 7 I ol J °t ► ∎ 19 - 20 8 I ►� 10 9 2x4 I I NAILED 5x8 = NAILED 2x4 11 3x6 = 3x6 = NAILED 7 -0-0 10 -8 -0 14 -4 -0 21 -4 -0 7 -0-0 3 - -0 3-8- 7 -0 -0 Plate Offsets (X,Y) -- [3:0 -5- 12,0 -2 -8], [5 :0-5- 12,0 -2 -8], [9:0- 4- 0,0 -3 -0] LOADING (psf) SPACING- 2 - - CSI. DEFL. in (loc) 1 /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.28 8 -9 >928 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.39 9 -10 >661 180 BCLL 0.0 * Rep Stress Incr NO WB 0.24 Horz(TL) 0.13 6 Na n/a Weight: 95 Ib FT = 20% BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4 -2 -13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb /size) 2= 1757/0 -5 -8, 6= 1757/0 -5 -8 Max Horz 2= -65(LC 23) Max Uplift 2=- 1022(LC 8), 6= 1022(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 3496/2172, 3 -4 =- 3608/2360, 4 -5 =- 3608/2360, 5 -6 =- 3496/2172 BOT CHORD 2 -10 =- 1879/3146, 9- 10=- 1892/3167, 8- 9=- 1892/3167, 6-8=-1879/3146 WEBS 3 -10 =- 265/557, 3-9=-417/642, 4 -9 =- 520/330, 5 -9 =- 417/642, 5 -8 =- 265/557 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.0psf; BCDL= 5.0psf; h =25ft; B =451t; L =248; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MW FRS (directional); Lumber DOL =1.60 plate grip DOL =1.60 3) Provide adequate drainage to prevent water ponding. This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0/1 / ,,� 5) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide ` , , N 0_ A r S A. . 1, will fit between the bottom chord and any other members. `� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) `` . s •. • G E N s .1'4, • 2 =1022,6 =1022. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • N o 393$ • • • 8) "NAILED" indicates 3-10d (0.148 "x3 ") or 3 -12d (0.148 "x3.25 ") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 267 Ib down and 283 Ib up at = ••••••-y. 7 -0 -0, and 267 Ib down and 283 Ib up at 14 -4 -0 on top chord, and 320 Ib down and 341 Ib up at 7 -0 -0, and 320 Ib down and 341 Ib _ • le -13 up at 14 -3 -4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. • L : 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). • ,..er:� LOAD CASE(S) Standard .; • •- • < R � �••• (?\ �%s 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (p1f) 9. Vert: 1-3=-60, 3 -5= 60, 5-7=-60, 11-14=-20 ����i 1� N Al ����� Concentrated Loads (lb) rtl Vert: 3=- 220(B) 5=- 220(B) 10=- 310(B) 9= -67(B) 4=- 120(B) 8=-310(B) 17=- 120(B) 18=- 120(B) 19=-67(B) 20= -67( T Tho as s A 80 , Inc. A. Alban' ba n) PE FL E N N o.393 .393 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 m it a WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek) connectors. ibis design Is based only upon parameters shown. and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek building design. Bracing Indicated Is to prevent buckling of Individual Truss web and /or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal kifury and property damage. For general guidance regarding the Parke East BNd. fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSI /TPI1 Quality Criteria, DSB - and BCSI Building Component 6904 04 P, Park 33610 0 Safety Information avdlable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T8289761 9682SH T30 Hip 1 1 Job Reference (optional) Building Component Supply, Jacksonville, Fl 32256 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 23 15 :09:54 2016 Page 1 I D: rHjOKzg_ xvLBXOD73Rh9BvzYj6U- b6o4EVGOZBJiXZ9YRPAi2Km5ARH RgI El DsMPPHzYONh - - - { 7 -0 -0 I 9 -0 -0 I 12 -4 -0 14 -4 -0 21 -4 -0 22 -10 - 1 -6 -8 7 -0 -0 2 -0-0 3 -4 -0 2 -0 -0 7 -0 -0 1 -6 -6 Scale = 1:39.8 4x5 = 4x10 = 3 18 19 4 5.00[12 N 17 20 4 2 16 1 5 2 n ►/ g 8 7 ►∎ 3x6 3x4 = 3x6 = 2x4 I I 3x6 9 -0 -0 12 -4 -0 i 21 -4 -0 9-0-0 3 -4 -0 9 -0 -0 Plate Offsets (X,Y) -- [2:0-2-6,0-1-8], [4:0-6-8,0-2-0], [5:0-2-6,0-1-8] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.13 7 -15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.37 7 -15 >690 180 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) 0.04 5 rile n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 88 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb /size) 2= 946/0 -5 -8, 5= 946/0 -5 -8 Max Horz 2 =80(LC 11) Max Uplift 2=- 304(LC 12), 5= 304(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 1277/445, 3 -4 =- 1084/479, 4 -5 =- 1277/445 BOT CHORD 2- 9=- 259/1079, 7- 9=- 276/1084, 5 -7 =- 277/1079 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vuit= 130mph (3- second gust) Vasd= 101mph; TCDL= 5.Opsf; BCDL= 5.0psf; h=25ft; B =4511; L =24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -6 -8 to 1 -5 -8, Interior(1) 1 -5 -8 to 9 -0 -0, Exterior(2) 9 -0 -0 to 12 -4 -0, Interior(1) 16 -6 -15 to 22 -10 -8 zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) Provide adequate drainage to prevent water ponding. ��� 111111/a1 1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , "O gy p . $ A. d e 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide S 0 _ e ..- .• will fit between the bottom chord and any other members. `•: /� G E N 5 •. ; 9 2 / i ce' • 6) Pro m connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) i 2 =304, 5 =304. No 39380 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. *- . _ .. • ". - l 4l � 4/....": i i--0-‘. � 'rimy- 4/; i �'�S•�0R1O. ���: Thomas k Alban' PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2016 mot 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use oNy with MITek® connectors. This design k based only upon parameters shown, and is for an Individual building component. not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and /or chord members oNy. Additional temporary and permanent bracing MiTek' 8 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Blvd. B s e E Park at fabrication. storage, delivery, erection and bracing of Trusses and tniss systems, seeANSI /TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 04 Tampa, Parka E B Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. C7 Z co r � H lit �� X N m O Q � D c o ' A\' 0 3 Q au ( p o 'O O p m - m 5 c) 3y Z DM _ J Z N °� -(Q 3 «00 O {� ° - m - 0 T w. QD000 D / ° � 0 -1 D -C Q C Q j{ 0 r 3O O Q ° 2 i Q Q 3 � ai O a 9° V/ O 3 3 m 3 3 ° ' o Q ' 0 a ° O CD to Q_ m �n 3 C y (Q A a-0 0 _ Z 0 03 0 3 Q_0 N (D O O Q n Q 0 o a -- H Q 0 0 y X C � y o Q_ Q 0 3 0 3 �0 ° 5 0 D co - -« 0°3 0 ° ON .< 0 _ Q-0 O 0 j -0 3 - am O . O 0 ( _ — 3 0 q Q O Qo c o o 0 Q _.u 3 , 0 . Q m a n � � � O _ 0 0 ? 3 ( 0 O Q 0 E 3- - `' Z 0 7 7 (D 0 0 a - 0 p (D - Z u, K0 Q Q a0 (7) o- 3 C O -Q 3 o Q_Q 3 y 0 Q 3 Q �67 Q �- ° 0 3 n Qa 3 (D ( ((DN - �Q 7 6-- (D 3 3 O O O Q o 3 - c o 03o 0 ,, -0 Om c m -_ -a O � y � n3nOS n � �, O m ar 0 ti `�'� 3N 7 C Z QQO OO 2(Q y0 300 D. a) N _,0 0 Oy 3 �� °, So < cQc� COQ.° o c. Q �� c� 0 a3 y K 3 0 - 0 3 Q . 0 0 3 3 .O Q N O m a 7 0 7 Q -+ 0 co 0 . 5 a, C -1- O D x --,, (Q 2_,_ 0c5 Q O Q . 7 K 0 O Q - -ha N y O v, 3 0 - m w r -1 mm z =D;- TOP CHORD 7-74 N 0 C C . N O C 2 m A O w 2 3 0 cn eat 0 O 3o OZ � iti m 6p•o u i 0 TCH 0 n m p ^O - p 3 O O m Z D `"< (.3 D 5... 0 03 -. P , - , (./, m C , is, c p WZ / N � ` 0 v n D< O O a � . N p) p 0 o_ Z7 m Z M • O v z 3 3 O v O m Z m cn :: m ° O Q =-, w.O < z 0 O W 0 �• N 0 `O Go D m = n a) 0 Q n 3 Q a M co r71 0 m Br 0 9 C/ -' ' w 0 O W -< ,_ m •A K N ( D O A) N m V• T. <<a) O.. N Z Zm . mom■ di 3 m - 1' 0 o. -O G Z 0 O m 2. t W O ® A y = TOP CHORD U, Q - o m _ _ _ f 0 co v 0 (r A W N J 00 0 • O :O O � V U (T A W N 7 op Q - >0 yon D D y 00 () OW a0 - v 0mO CC o D (m T c)5 0 0 �O °m p a o C zm 3 m ( 3.26 a0 O oo m°3 o - N 0 Q m 0-.0 -.45 ,0 6o (0Q 50 ° -am 5 - o a g . 3 0.0 ' ° 7 . sm Dg ' gip m m' (p c � 30 0 ' _6 Q D ( Q - m£ o m3(Q Q o0 . 4 5a Q y c a 6 = m O $', Q0 0- 00 Qn �c - "(�- 0 O O -- m - m a �'6 o °o 0 0O °-N 0 0 ,, n' .' 0 ( D o- 33 m 3°° a) om o(D ° x o 0 T c3 O 7 p Q 0 0 n 3 NN o N" m mN QO H� H a -03 6 6 O o y O QQ N(U 7 - N 0 QQ 3 3 0 Q Q o_ 7 _,. c (0 s Q OO O 0Q H 0 -0 Q D .' 3 O H 6 m m m O 0 (0 -0 a v c . m o y 4 Q O 0 o O Q = o m a o ( Q 6 5 6 -` \ V no m(20 y (12,r � u z- c. O m o 6 3 (] c (� pY'n ° 'Dc 3 m 00 m O 7y 0 ] ti m O c O n, o O N« 0- om O a O Po (n Q C mti c00- o ( .°3 Q Q° �Q o 00 m ho m H Q Q O 0 °, ? y Q a ° (o O O 1l � a N-° c m m (u� io v m Q m °n m D '.< Q °g m(DO3 0 o Q c _ ♦ 5- $) . ,„ m m (D Q Q ? Q (D OD 2..9S) o ‘2,-(6. 0c Z, (0 045 a00a 4c D a Vi £ 33 5 m 2° () W @D. - n Q n DQ -, .o 0,7r< mN C n ^ O �I °o a Q w n. a �,- Q8 j m ma- 0- F, Q - �' --. ' m Q3 -a -o c < LL () (0 0_, �, 5 -0 D - Q ° . O m4 3 A . o o . Z 0o O6J -H ` < Q o g ma ° Q o H mo Qo Qo � v m m ° Om °£ =Q , (6 C a (i m m H 3 Q as 33 > o �o _Q o £ 6 o a 3 v 4) 0 co H o £- r. ?0 0 ° , F m 3 8 , ° a-o 0 o c ° '' o 3-d H a HD m (D m 0 p2 °F n° N O O m a o 3 ( �j �' Q ° 3 °co y (D - co - ° `° m �� 0 30 3 y 0 6 b (° c n 3 m CA