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1600 SELVA MARINA DR - TRUSSES PETES TURN , ,E drel File#:Job Information RPC General Cont Job#: J160194 PO Box 330775 Atlantic Beach, FL 32233 ( ) -241 4416 Salesman:Mitch Kinsey Designer: John Knight Manning Building Supplies PAGE 1 id Jacksonville, FL 32256 jaxtruss@mbs-corp.com Report and Delivery Date Pete's Turn Phone: (904) 268-8225 Fax: (904) 260-2981 1600 Selva Marina DriO� DATE 04/22/16Del. Date: / / Atlantic Beach, FL 32233 )°.. Cover Sheet Truss Level: , PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP I BOT LEFT I RIGHT LEFT I RIGHT LEFT RIGHT ® 1 6.00 0.00 A01 32-00-00 32-00-00 2 X 6 2 X 6 09-07-01 1 6.00 12.00 A02 32-00-00 32-00-00 2 X 6 2 X 4 09-11-04 1 6.00 12.00 A03 32-00-00 32-00-00 2 X 6 2 X 4 09-11-04 r 5 6.00 12.00 A04 32-00-00 32-00-00 2 X 6 2 X 4 09-11-04 ®� 2 6.00 12.00 A05 ( 32-00-00 32-00-00 2 X 6 2 X 4 00-00-02 09-11-04 �® 1 6.00 12.00 A06 32-00-00 32-00-00 2 X 6 2 X 4 00-00-02 09-11-04 .e16:211 . 1 6.00 12.00 A07 32-00-00 32-00-00 2 X 6 2 X 4 09-11-04 ® 1 6.00 0.00 A0832-00-00 32-00-00� 2 X 6 2 X 6 09-07-01 : % 1 0.13 0.00 FLO1 30-00-00 30-00-00 2 X 4 2 X 4 01-11-14 ilimazemseet 1 0.13 0.00 FLO2 32-00-00 32-00-00 2 X 6 2 X 6 02-00-00 is=es® 20 0.13 0.00 FLO3 32-00-00 32-00-00 2 X 6 2 X 6 02-00-00 ® 4 0.13 0.00 FLO4 24-00-00 23-11-08 2 X 6 2 X 6 00-00-08 01-11-00 3 0.13 0.00 FLO5 15-06-08 15-06-00 2 X 6 2 X 6 00-00-08 01-11-00 go77421""T5mici 1 0.13 0.00 FLO6 15-06-08 15-06-08 2 X 6 2 X 6 01-11-00 ® 1 0.13 0.00 FLO7 14-11-00 14-11-00 2 X 6 2 X 6 01-10-15// i r 1 0.13 0.00 FLO8 08-05-08 08-05-08 2 X 4 2 X 4 02-00-00 GI 1 0.00 0.00 FLO9 01-02-08 01-02-08 2 X 4 2 X 4 01-08-02 N 1 0.00 0.00 FL10 01-02-08 01-02-08 2 X 4 2 X 4 01-08-11 N 2 0.00 0.00 FL11 01-02-08 01-02-08 2 X 4 2 X 4 01-09-05 I 2 0.00 0.00 FL12 01-02-08 01-02-08 2 X 4 2 X 4 01-10-00 N 2 0.00 0.00 FL13 01-02-08 01-02-08 2 X 4 2 X 4 01-10-11 N 1 0.00 0.00 FL14 01-02-08 01-02-08 2 X 4 2 X 4 01-11-05 N 1 0.00 0.00 FL15 01-02-08 01-02-08 2 X 4 2 X 4 01-11-14 e 8 6.00 0.00 J01 01-08-14 01-08-14 2 X 6 2 X 4 01-05-11 I Builder: Job Information RPC General Cont Job#: J160194 PO Box 330775 Atlantic Beach, FL 32233 File#: ( ) -241 4416 riril Salesman:Mitch Kinsey Designer: John Knight Manning Building Supplies PAGE 2 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Pete's Turn Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 04/22/16 1600 Selva Marina Drive Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT I RIGHT LEFT I RIGHT LEFT RIGHT 8 6.00 0.00 J02 03-08-14 03-08-14 2 X 6 2 X 4 02-05-11 8 6.00 0.00 J03 05-08-14 05-08-14 2 X 6 2 X 4 03-05-11 4 6.00 0.00 J04 07-08-14 07-08-14 2 X 6 2 X 4 04-05-11 ` 14 6.00 0.00 J05 08-00-00 08-00-00 2 X 6 2 X 4 04-07-04 G`� 3 4.24 0.00 J06 11-03-00 11-03-00 2 X 6 2 X 4 00-00-06 04-07-00 GL< 1 4.24 0.00 JO6A 11-03-00 11-03-00 2 X 6 2 X 4 00-00-06 04-07-00 3 4.24 0.00 J07 10-11-00 10-11-00 2 X 6 2 X 4 00-00-06 04-05-09 ��`' 1 4.24 0.00 JO7A 10-11-00 10-11-00 2 X 6 2 X 4 00-00-06 04-05-09 ITEMS QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 10 Hanger _ HTU26 4 Hanger HTU28 __ nd prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA ' Roof Floor Top Chord Live Load 20.00 100.00 p.s.f. Top Chord Dead Load 10.00 25.00 p.s.f. Bottom Chord Live Load 0.00 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f. Total Load 40 130 p.s.f. Duration Factor 1.25 1.00 Building Code FBC 2014 RES ALL OVERHANGS BY OTHERS Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. -' I in b b X01 . Wind Usage RES. CAT II ��° Building Exposure C . . .)_- �. s= _ _ II / Building Type Closed i co M a < < a a A04(5) a a a / Jb1 NOTE It is the responsibility of the building designer or architect to \ , provide an appropriate connection for trusses to supporting d structure per reactions shown on truss engineering.Special 0 0 o t o 0 0 0 0 0 0 o Jb2 considerations for mechanical equipment and/or plumbing(and 4 $ 0 0 0 0 o their connections)in truss space must be diagrammed by the Q4 4 4 ) q �o ' o ' q 9 t 9 . 4 y Jb3 builder an approved truss layout prior to tabricaton. NNNNN N N N N N N fG j Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 l • J04 (sections 6.0 and 7.0).Accordingly,it disclaims any �� responsibilities for the the construction design,drawings, \ documents including the installation and lies.. of tresses \\\ manufactured by Manning Building Supplies. Warning: Conventional framing,erection and/or permanent bracing is not the responsibility of the truss designer,plate manufacturer,or 00-00 y 8-00-00 ,- gr' o truss manufacturer.Persons erecting trusses are cautioned to 1 QQ seek professional advice regarding erection bracing which is gr- K always required to prevent toppling and dominoing during NIerect on;and permanent bracing which may be required in I < specific applications.See"Bracing wood trusses commentary and recommendations(BCSI 1-03)for further information. Trusses shall be installed in a straight and plumb position. - -41.— Where no sheathing is applied directly to the top and/or bottom chords,they shall be braced as specified on the engineered design.Trusses shall be handled with reasonable care during ` erection to prevent damage or personal injury. ■ Approved truss anchor by builder. / . . -- �� 2x6 minimum top and bottom chords. Plumb cut overhangs. 12 Jb3 6 7� J02 7114• J01 - 1111111 6-112" 12 46"By Others nless otherwisnote. \/a N 0 0 0 06' Typical Truss Ends 12 — ao-oo-00 Engineer of Record: 2nd Floor No Engineer of Record on file 0 OManning Building 4 : Supplies, INC. .' 11155 Philips Parkway Dr.E. Jacksonville,FL 32256 Bs Phone:(904)268-8225 Fax:(904)260-2981 VWWV.MBS-CORP.COM JAXTRUSS(rDMBS-CORP.COM usfomer: g RPC General Cont Tame: Pete's Turn f Lot/Blkubdiv 1600 Selva Marina Drive Atlantic Beach,FL/ =le: Date: Drawn By: Job Number N-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. '-122/2016 • JK [J160194 All claims for error or defective material must be made within 5 days of receipt of goods 4:4-44-1-41444:**I' 0g00gg0gg g 0g 0 00gg g 0g 00gg . ,i�jc I R R R Q R R R Q Q \ r r r r r r r r r r r r r r ,r y\ Q — -- , r-7--I- -- 1— Ms P J01 J02 i FL10 11o J03 - U *� - - ------ TiiT v - -----�-'- r § FL11 4 504 (l FL 11 -""1"4"..i.V . O.re v 4 FLO5(3) FLO4(4) , FLO3(20) IIIJ R E FL12 a _ FL12 4 c 1 M 4 II FL13 r. FL13 9 0 Li , j i rT i 4 J04 FL14 J03 1 Qq , % 1 J02 a3 1I ti MJuL15 101 4t -,l 1 I I ' I I 1 ,- 11-06-00 t 40.00-00 X01 28-06-00 6 o O 1 st Floor Truss Connector Total List 20" to 24" sloping Flats' Manuf Product Qty HTU26 10 Simpson HTU28 4 FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354 ...BLUELINX ( I =M MR Lumber design values are in accordance with ANSIITPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: J160194 - RPC General/ Pete's Turn/JK MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: RPC General Cont Project Name: Pete's Turn Model: Lot/Block: Subdivision: Address: 1600 Selva Marina Drive City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/1PI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 130.0 psf This package includes 32 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T8485529 I FLO1 4/22/016 18 T8485546 A03 4/22/016 2 I T8485530 FLO2 4/22/016119 1T8485547 A04 4/22/016 3 I T8485531 FLO3 4/22/016 120 118485548 A05 4/22/016 4 I T8485532 FLO4 14/22/016121 j T8485549 A06 4/22/016 5 T8485533 FLO5 1 4/22/016 122 1T8485550 A07 4/22/016 6 T8485534 FLO6 74/22/016 123 1T8485551 A08 4/22/016 0 T8485535 I FLO7 j 4/22/016124 j T8485552 J01 4/22/016 8 1 T8485536 I FLO8 4/22/016 125__J18485553 J02 4/22/016 j 9 T8485537 I FLO9 4/22/016 126 1 T8485554 i J03 4/22/016 ^Jon. 10 I T8485538 FL10 4/22/016 127 118485555 1J04 4/22/016 111 1T8485539 I FL11 4/22/016128 118485556 I J05 4/22/016 112 T8485540 I FL 12 4/22/016 129 118485557 1J06 4/22/016 L13 j T8485541 1 FL13 4/22/016 130 X8485558 I J06A 4/22/016 L4 118485542 I FL14 4/22/016131 118485559 j J07 4/22/016 115 118485543 I FL15 4/22/016132 118485560_ I JO7A 4/22/016 116 118485544 I A01 4/22/0161 17 118485545 A02 4/22/016 The truss drawing(s) referenced above have been prepared by MiTek •��.�``PS'A.giii,�� Industries, Inc. under my direct supervision based on the parameters •• pN 4.6 '., provided by Manning Building Supplies. •`���•'�,�c E NSF''9/,,'• Truss Design Engineer's Name: Albani, Thomas 0 My license renewal date for the state of Florida is February 28, 2017. _ � � _ .�'~� ;Q IMPORTANT NOTE:Truss Engineer's responsibility is solely for :13STATE OF : L:: design of individual trusses based upon design parameters shown -'•0A.%... P••� �� on referenced truss drawings. Parameters have not been verified ',,,F ••. O R t�••'G`�•` as appropriate for any use. Any location identification specified is ,'SSS/ONAL�\4, %, for file reference only and has not been used in preparing design. '�i�'ir►,ieti�``� Suitability of truss designs for any particular building is the Thomas A.NbanIPENo.39380 responsibility of the building designer, not the Truss Engineer, ITekU04 S Inc.FLEast Cell 6Ta634 FL 33610 per ANSI/TPI-1, Chapter 2. Date: April 22,2016 Albani,Thomas 1 of 1 f r !Job Truss Truss Type Qty Ply RPC General/Pete's Turn/JK 18485529 J160194 FLO1 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:00 2016 Page 1 ID:EtO?9O2t3mBsJiY_bfhnllzRmPt-eg5xGuXXOMzEU5TQemMGy_m7jnxGrpu86cc8g1zOCvn 30-0-0 I I 30-0-0 Scale=1:50.9 0.13 12 5x5= 3x4= 3x4= 2 3 33 4 5 6 7 34 8 9 35 10 11 12 13 36 14 15 16 1g @, @I ® @ @ B @ 8 E `� I I@ @ ® @ @ 8 E l9 @ o 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x4-- 5x5-- 3x4-- 30.0-0 II 30-0.0 Plate Offsets(X,Y)-- [11:0-2-8,0-3-0],[27:0-2.8,0-3.0] LOADING(psf) 1 SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) rVa - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) r1/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.01 Horz(TL) -0.00 17 n/a n/a BCDL 10.0 ' Code FBC2014/TPI2007 (Matrix) i Weight:1251b FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2 10-0-0 oc bracing:31-32,17-18. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 30-0-0. (Ib)- Max Horz 32=55(LC 9) Max Uplift All uplift 100 lb or less at joint(s)32,17,18,19,20,21,22,23,24, 25,26,27,28,29,30,31 Max Gray All reactions 250 lb or less at joint(s)32,17,18.19,20,21,22,23, 24,25,26,27,28,29,30,31 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=101 mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;8=45f1;L=30ft;eave=2ft;Cat.II; .0111111;ii, ne; and right exposed h;end evertiiccalRS and righti(directional) for members and forces&MW FRS)for reactions shown;Lumber liDOL=1lef60 `%t �O�Q,S A• Aid�i,�, plate grip DOL=1.60 •• Ne .•• GENS•• '9 i. • 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 4. A V '.•.-6',• • • Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Provide adequate drainage to prevent water ponding. • N O 39380 4)All plates are 1.5x4 MT20 unless otherwise indicated. k ,—. 5)Gable requires continuous bottom chord bearing. = • 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). :-0; _------ , --• . tr� 7)Gable studs spaced at 2-0-0 oc. �4 T. 1 •�• : • 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 06 -- 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 moi. .- e • . . • fit between the bottom chord and any other members. ,i • O R 1 •`(-?\��� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)32,17,18,19,20, 'i,SlS•.......•f•` \• 11) Semi-rigid pitchbreaks with 21,22,23,24,25,26,27,28, ixed heels"Member end fixity model was used in the analysis and design of this truss. II 'ON Al-;���� Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 mi. � I 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.I010112015 BEFORE USE. Design valid for use only with MlIeka connectors.IYs 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 bulking 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 wtln possible personal Injury and property damage. For general guidance regrading the Est Blvd.fabrication.storage,delivery,erection and braVIP bracing of trusses and truss systems,seeANSI1 Quality Criteria, 6904a DSB-89 and SCSI Building Component 6904 P.ParkeF33610 Slaty Information avalable from truss Plate Institute,218 N.Lee Sheen,Suite 312.Alexandria.VA 22314. I • Job !Truss Truss Type Qty Ply RPC General I Pete's Turn/JK T8485530 .1160194 !FLO2 FLOOR 1 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 Muck Industries,Inc. Fri Apr 2210:05:012016 Page 1 I D:EtO?902t3mBsJiY_bfhnllzRmPt-70LITDyZng556F2dCUtVVCJ5xA3Ua121QGLhCUzOCvm i 2-9-13 14.3.2 5-4-141 7-11-15 8.1.12 10-8-12 13-2-12 i 15-11-11 I 18-6-14 21-2-1 I 23-10-4 27-8-14 I 32-0-0 2-9-13 1-5-5 �1-1-12 2-7-1 0-1=13 2.7-0 2.6-0 2.8-15 2-7-3 2-7-3 2-8-3 3-10-10 4-3-2 Scale=1:54.5 0.13 12 8x8= 4x7= 4x7= 4x10= 3x10= 3x4 II 4x10= 4x10= 4x4= 3x4= 2x4 11 4x4= 7 8 9 10x 11 12 1 2 3 4 5 6 nn ii nn nn n Fn nrrl 1 24 25 23 22 21 20 19 18 17 16 15 26 14 27 13 5x5 II 4x10= 4x10= 4x4= 3x4= 2x4 II 3x6= 8x8= 4x7= 4x7= 4x10= 6x8= NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2-9-13 , 4-3-2 r5-4.141 7-11-15 10.8.12 13-2-12 15-11-11 I 18-6-14 21-2-1 23-9-4 I 27-8-14 I 324-0 I 2-9-13 ' 1-5-5 1-1.12 2-7-1 ' 2.8.13 2.6.0 2-8-15 2-7-3 2-7-3 2-7-3 311-10 4-3-2 Plate Offsets(X,Y)-- [2:0-3-8,0-2-01,17:0-4-0,0-4-8],[10:0-3-8,0-2-0],[11:03-8,0-1-8],[13:0-2-12,0.4-8],[14:0-3-8,0-2-0],[17:0-4-0,0-4-8],[22:0-3-8,0-2.0],[23:0-3-8,0.2-0] LOADING(ps1) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0,43 20 >649 480 I MT20 244/190 TCDL 25.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.63 20 >451 360 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.08 15 n/a n/a I, BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:207 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except BOT CHORD 2x6 SP DSS end verticals. WEBS 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-24,12-13:2x6 SP No.2 5-9-15 oc bracing:15-16 3-3-11 oc bracing:14-15 5-4-3 oc bracing:13-14. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 24=1989/0-5-8,13=-249/0-5-8,15=4540/0-5-8 Max Uplift13=-761(LC 3) Max Grav24=1996(LC 3),13=470(LC 4),15=4540(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-1771/0,1-2=-3365/0,2-3=-5669/0,3-4=-6887/0,4-5=-6601/0,5-6=-6598/0, 6-7=-4429/0,7-8=-1987/0,8-9=0/1665,9-10=0/5099,10.11=-109/2482,12-13=-327/0 BOT CHORD 24-25=0/352,23-25=0/352,22-23=0/3361,21-22=0/5667,20-21=0/6885,19-20=0/6598, 18-19=0/6598,17-18=0/4310,16-17=0/1835,15-16=-1662/0,15-26=-5094/0, 10/1 1 1 1 1/i 14-26=-5094/0,14-27=-2483/105,13-27=-2483/105 `0 i• 4, WEBS 3-29=0/1356,4-21=/4300,4-20=-3440 915= 056/0,9160-/01694,816=3869/0/0, 16 3869/0/0' .•N ON4sPS A q...... 8-17=0/1466,7-17=-2713!0,7-18=0/1122,6-18=-2469/0,11-14=-1252/0,10-14=0/3463, '92 11-13=-1/2561 : No 39380 '. i NOTES- * • '� 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=71Z.-0. ._____...-----*- •3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •• . • T•• • , • . : 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 t• ' . " - be attached to walls at their outer ends or restrained by other means. -4P •. i O '•• ��,� 5)"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. 'i •••0 R 1 G ,� 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11 t9itti;/O N. `����`` LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Thomas A.Alban)PE No.39380 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-12=-167,13-24=-7 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEN REFERANCE PAGE MIF7473 rev.10103/2015 BEFORE USE Design valid for use only with Mllek2%connectors.This design S Loosed only uindividualn parameters shown,and Is t aindividualbuilding cornpxxnent.not N. a taus system.Before use.the bulking designer must verify IDe app>11cablity of design parameters and properly incapx>rato this design into the overall bulci g design. Bracing indicated Is to prevent buckling of Individual buss web and/or chord members only. A.ddtkrnal temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal inluay and property damage. Fox general guidance regadng the fabrication.storage,delivery,erection and bracing or trusses and truss systems,seeANSI/lPl l Quality Criteria,05649 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlcbie from lura Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria VA 22314. Tampa.FL 33610 I • Job I Truss Truss Type Qty Ply RPC General/Pete's Turn/JK 78485530 1 J160194 I FLO2 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:01 2016 Page 2 ID:EtOT902t3mBsJiY_bfhnllzRmPt-70fJTDyZng556F2dCUtWCJ5xA3Ua 121OGLhCUzOCvm LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:20=-116(B)22=-116(B)16=-116(B)18=-116(B)25=-116(B)26=-116(B)27=-116(B) • 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 only with Milek5c connectors.his design is based only upon parameters shown,and Is for an Individual holding component.riot , 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 bra.:Ing MIRek* is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrlcatkrn storage,delNery,erection and bracing of trusses and truss systems.seeANSI/WP1 I Quality Criteria,DSB-89 and SCSI Bulling Component 6904 Parke East Blvd. Safety Information available from truss Plate institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa.Ft. 33610 6 Job Truss Truss Type 1 Oty 1 Ply ' RPC General/Pete's Tum/JK T8485531 J160194 FLO3 ;FLOOR 20 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Apr 22 10:05:02 2016 Page 1 ID:Et0?902t3mBsJiY_bfhntIzRmPt-bDDhhZzBY_DyjPdpmBOkt PsJMaSXJW9Rew5EIwzOCvl 2-9-13 5-4-14 7-11-15 10-8-12 13-2-12 I 15-11-11 I 18-6-14 21-2-1 23-9-4 27-8-14 I 32-0-0 ' 2-9-13 ' 2-7-1 2-7-1 2-8-13 2-6-0 2-8-15 2-7-3 2-7-3 2-7-3 3-11-10 4-3-2 Scale=1:54.5 0.13 I12 8x8 4x7= 4x7= 4x10= 3x10= 3x4 II 4x10= 4x10= 4x4= 3x4= 2x4 II 4x4= 1x 11 12 3 4 5 6 7 8 9 24 23 22 21 20 19 18 17 16 15 14 13 5x5 11 4x10= 4x10= 4x4- 3x4- 2x4 11 3x6= 8x8= 4x7= 4x7= 4x10= 6x8= I 2-9-13 5-4-14 7-11-15 10-8-12 13-2-12 15-11-11 18-6-14 21-2-1 23-9-4 27-8-14 32-0-0 2-9-13 1 2-7-1 I 2-7-1 2.8.13 2.6-0 I 2-8.15 I 2-7.3 1 2-7.3 2-7-3 { 3.11.10 I 43-2 Plate Offsets(X,Y)-- 12:0-3-8,0-2-01,17:0-4-0,0-4-81,110:0-3-8,0-2-01,111:0-3-8,0-1-8],[13:0-3-12,0-4-4],114:0.3-8,0-2-0],117:0-4-0,0-4-8],(22:0-3-8,0-2-01,123:0-3-8,0-2-01 LOADING(psi) SPACING- 1-4-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.38 20 >737 480 MT20 244/190 TCDL 25.0 Lumber DOL 1.00 BC 0.68 Vert(TL) -0.55 20 >511 360 BCLL 0.0 Rep Stress Incr YES I WB 0.86 Horz(TL) 0.07 15 n/a nia BCDL 5.0 I Code FBC2014/TPI2007 (Matrix M) Weight:207 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except BOT CHORD 2x6 SP DSS end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-24,12-13:2x6 SP No.2 6-0-0 oc bracing:15-16 3-7-8 oc bracing:14-15 5-7-9 oc bracing:13-14. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 24=1713/0-5-8,13=-270/0-5.8,15=4024/0-5-8 Max Uptift13=-782(LC 3) Max Grav24=1720(LC 3),13=449(LC 4),15=4024(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-1588/0,1-2=-2968/0,2-3=-4992/0,3-4=-6104/0,4-5=-5852/0,5.6=-5849/0, 6-7=-3917/0,7-8=-1780/0,8-9=0/1492,9-10=0/4516,10.11=-293/2298,12-13=-323/0 BOT CHORD 23-24=0/302,22-23=0/2964,21-22=0/4990,20-21=0/6101,19-20=0/5849,18-19=0/5849, 17-18=0/3819,16-17=0/1647,15-16=-1489/0,14-15=-4512/0,13-14=-2299/289 ,`,11111111//�� WEBS 10-15=-1956/0,10-14=0/3039,11-14=-1205/0,11-135-205/2357,6-1950/293, 0%...t, S A. I�� 1-23=0/2939,2-23=-1341/0,2-22=0/2245,3-22=-964/0,3-21=0/1237,4-21=-416/0, _.• Oi '4(e 'ii 4-0=-306/0,6-18=-2203/0- 9/ ,9-16=0/1436,8-16=-3459/0,8-17=0/1275,7-17=-2384/0, ♦♦♦♦ s.N/�. ••�G E N S' .'-T ', NOTES- • No 39380 '•. _�_ 1)Unbalanced floor live loads have been considered for this design. k 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=7g. : • •3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. = -p• �—� . s ,;, 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 Is .�� • • � • ♦ be attached to walls at their outer ends or restrained by other means. ei — -T 1' - .:_,.<4./ lit '0NA�—00 iiiimisso Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 Q WARNMlO•Verify design ParartNfMt and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE M11-7173 rev.70/03/2076 BEFORE USE. mg Design valid for use oNy with Miele&connectors.Ibis design Is based only upon parameters shown.and Is for an Individual bulding component.not a truss system.Ilefore use"the building designer must verify the applicability of design parameters and properly Incorporate this design Info the overall building design. Wacing 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 miry and property damage. for general guidance regarding the Parke East Blvd fabrication,storage.delivery,erection and bracing of Misses 6904 ses and truss systems"seeANSI/TP11 Quality Criteria,DSS-89 and SCSI Building Component Et 0 Safety Information available from toss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22:314. Tampa.P.Parke e v Job Truss Truss Type Oty I Ply (RPC General/Pete's Tum/JK 76485532 J160194 FLO4 FLOOR 4 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 Mack Industries,Inc. Fri Apr 22 10:05:03 2016 Page 1 ID:Et0?902t3mBsJiY_bflmllzRmPt-3Pn3wzpJ HLpLYC?JuvzadOXl_r1X2_DatagoHM20Cvk 2-9-13 5-4-14 I 7-11-15 10-8-12 13-2-12 15-11-9 18-6-10 21-1-11 23-11-8 2-9-13 2-7-1 2-7-1 2-8-13 2.6-0 2-8-13 2-7-1 2-7-1 2-9-13 Scale=1:40,6 0.13 FIT 803= 2x4 I I 3x4= 3x4= 3x6= 4x7= 2x4 II 4x10= 4x10= 3x8= 1 2 3 4 5 6 7 g 9 10 n P 7� J w aie�� O 2.6-0 v 1 �{ • isIN b 20 ttt�ll 19 18 17 16 15 14 s 13 12 11 4x4 II 4x10= 4x10= 3x8= 3x4= 2x4 II 10x10 MT2OHS= 3x5= 5x5= 4x7= 2-9-13 I 5-4-14 7-11-15 10-8-12 13-2-12 } 15-11-9 I 18-6-10 21-1-11 I 23-11-8 I 2-9-13 2-7-1 2-7-1 2-8-13 2-6-0 2-8-13 2-7-1 2-7-1 2-9-13 Plate Offsets(X,Y)-- 12:0.3-8,0-2-01,13:0-3.8,0-1-81,14:0-4-0,0.4-81,f14:0-4-12,Edge),f17:0-3-8,0-1-81,118:0-3-8,0-2-01,119:0-3_8,0-2-01 LOADING(psf) SPACING- 1-4-0 ) CSI. DEFL- in (loc) 1/defl Lid PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.52 15-16 >538 480 MT20 244/190 TCDL 25.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.76 15-16 >371 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.12 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:155 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins, except BOT CHORD 2x6 SP DSS end verticals. WEBS 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-20,10-11:2x6 SP No.2,1-19:2x4 SP No.t DMiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 20=2037/0-5-8,11=2037/0-5-0 FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-1914/0,1-2=-3658/0,2-3=-6231/0,3-4=-7864/0,4-5=-8539/0,5-6=-8538/0, 6-7=-7490/0,7-8=-568110,8-9=-3213/0 BOT CHORD 19-20=0/296,18-19=0/3654,17-18=0/6229,16-17=0/7947,15-16=0/8537,14-15=0/8537, 13-14=0/7428,12-13=0/5679,11-12=0/3211 WEBS 5-16=-356/0,1-19=0/3708,2-19=-1636/0,2-18=0/2853,3-18=-1232/0,3-17=0/1817, 4-17=-777/0,4-16=0/667,6-14=-1198/0,7-14=0/567,7-13=-1979/0,8-13=0/946, 8-12=-2807/0,9-12=0/1328,9-11=3668/0 NOTES- ,`to i ll 111///�1 1)All plates are MT20 plates unless otherwise indicated. ��� Cj A, ��� 2)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. �� t�P / �j 3)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 ,����••'C E N S'• e-4/le be attached to walls at their outer ends or restrained by other means. :'�, F•••• / No 39380 • Thomas A.Albanl PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 tilt Q WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111-7473 rev.10/93/2016 BEFORE USE. Design valid for use only with Mllek5%connectors.This design Is based only utxri parameters shown.and is for an individual building component,not a truss system.Before use.the txritding designer must verify the applicability of design txxanelers and properly Incorporate this design kilo the overall brA<Sng design. Bradng Indicated Is to prevent buckling Cl individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek• Is always required for staWtty and to prevent collapse with possible personal Wry ond property damage. for general guidance regarding the 6904 Parke East Blvd.fabricallon,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/1%i Quality Criteria.DSB-89 and BCSI Bulking Component Safety Information available from inns Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. , Tampa.FL 33610 r L Job 1 Truss Truss Type I Oty I Ply ' RPC General/Pete's Turn/JK IT8485533 J160194 IFLO5 FLOOR ,3 1 I Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7 640 s Sep 29 2015 MiTek Industries,Inc. Fri Apr 22 10:05:03 2016 Page 1 I D:EtO?902t3mBSJiY_bf hnllzRmPt-3Pn3uvzpJ HLpLYC?JuvzadOUs_In2_EatagoHMzOCvk 23-44.9.4 II 2-3-4 2-6-0 7-6-0 10-1-0 12-8-0 15-6-0 I2-8-12 2-7-0 2-7-0 2-10-0 Scale=1:26.1 0.13 NY 2x4 II 2x4 I I4x4= 4 3x4= 5 3x4= 6 3x5= 7 1 4x10= 3 e le ------------------>--1 ---------->.--111 e \ r 2.6-0 Fi---- ---------\--------r- ----------\._ I 14 13 12 11 /0 9 2x4 II 4x10= 2x4 II 4x4= 3x4= 3x4= 3x6= 2-3-4 4-9-4 { 7.6-0 I 10-1-0 I 12-8-0 15-6-0 I 2-34 2-6-0 2-8-12 2-7-0 2-7-0 2-10-0 Plate Offsets(X,Y)-- 113:0-3-8,0-2-01 LOADING(psi) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.16 11-12 >999 480 MT20 244/190 TCDL 25.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.24 11-12 >759 360 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, except BOT CHORD 2x6 SP No.1D end verticals. WEBS 2x4 SP No.2"Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 SP No.2 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 14=1311/Mechanical,8=1311/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-1531/0,1-2=-2424/0,2-3=-2430/0,3-4=-3591/0,4-5=-3085/0,5-6=-1950/0 • BOT CHORD 12-13=0/2425,11-12=0/2425,10-11=0/3591,9-10=0/3083,8-9=0/1949 • WEBS 2-13=-926/0,1-13=0/2851,3-12=-597/0,6-8=-2223/0,6-9=0/610,5-9=-1290/0, 4-10=-576/0,4-11=-343/0,3-11=0/1316 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3)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 ,,1011111/ill', •• be attached to walls at their outer ends or restrained by other means. `,,�%�PS A• q ,,� • • O .- -E • ni Az '1. •e • No 39380 .�.,P�ee S•-. O R ,0- `� • . Thomas A.Alban)PE No.39380 Mak USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE Me•7473 rev.10/09/2015 BEFORE USE " Design valid for use only with Mltek5)connectors.this design is tvv:d only upon parameters shown,and Is tot 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 balding design. Bracing IrKlk:ated is to prevent buckling of individual truss web and/or chord members only.Addtknal temporary and permanent tracing MiTek" I is always required for stability and to prevent collapse with possible personal hluy and property damage. For general guidance regarding the East Blvd. fatrk:atkn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1Pli Quaint Criteria,0313-89 •fl9 and BCSI Bulling Component 6904 P.Parke 33610 Safely Information available hetram Plate Instlklte,218 N.Lee Sheet,Suite 312,Alexasdrki VA 22314. 69 I Job Truss Truss Type Oty Ply RPC General/Pete's Tum!JK T8485534 I J160194 FLO6 FLOOR 1 1 I Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:03 2016 Page 1 I D:Et0?902t3mBsJiY_bfhnllzRmPt-3Pn3uvzpJHLpLYC?JuvzadOap_wF288atagoHMzOCvk • 3-0-13 6-1.10 8-11-7 12-3-0I 15-6-8 3-0-13 3.0.13 2-9-13 3-3-9 3-3-9 Scale=1:26.3 0.13 FIT 2x4 II 24= 4 5 2x4 I 1 I 2x4 I I 2x4 I i 3x4= 6 6 co i I ..._______________________---- [ N s 3x4= 4x4= 4x4= 3x4 6.1-10 8-11-7 15-6-8 6.1.10 2-9.13 --- 6-7-1 I LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 25.0 Lumber DOL 1.00 ' BC 0.14 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2014IFPI2007 (Matrix) Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-6-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)except 10=443(LC 1),7=483(LC 1),8=886(LC 1),9=832(LC 1) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 9-10=0/460,7-8=0/518 WEBS 4-8=-550/0,3-9=-525/0,2-10=-468/0,2-9=-668/0,5-8=-731/0,5-7=-532/0 NOTES- • 1)Gable requires continuous bottom chord bearing. 2)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3)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. `,,1111111111/I'I, `..`,`��,_. EN5�.; i i. Job I Truss Truss Type I Ory I Ply I RPC General/Pates Turn/JK 78485535 .1160194 FL07 FLOOR I 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:04 2016 Page 1 ID:EtO?902t3mBsJiY_b1hnllzRmPt-XbLSSF_R4bTgzinCtcRC7gxh m08JnT7k6EaLpozOCvj 3-10-8 7-5-8 11-0-8 14-11-0 I 3-10-8 I 3-7-0 I 3-7-0 I 3-10-8 Scale=1:25.2 0.13 12 2x4 'I 4x7= 4x10= 14x10= 24x7= 3 4 5 i 1- o---- '. XL_o 11 9 8 7 6x8= 12 �\ 555 II HTU26 5x10= 5x10= t-TU26 4x4 II HTU26 3-10-8 7-5-8 I11-0-8 14-11-0 I I I 3-10-8 3.7-0 3-7-0 3-10-8 Plate Offsets(X,Y)-- [4:0-0.0,0-0-0],[5:0.3-8,0-2-01,16:Edge,0-3-81,[7:0-3-8,0-3-0],[9:0-3-8,0-2-81 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (hoc) Udell L/d I PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.54 I Vert(LL) -0.15 8 >999 480 1 MT20 244/190 TCDL 25.0 Lumber DOL 1.00 BC 0.66 Vert(TL) -0.22 8 >804 360 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.02 6 n/a rt/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x8 SP No.1 D TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except BOT CHORD 2x6 SP No.1D end verticals. WEBS 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-9,2-8,4-8,5-7:2x4 SP No.1 D I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1737/0-5-8,6=1742/0-5-8 Max Uplift10=-328(LC 6),6.266(LC 7) Max Grav10=1840(LC 3),6=1798(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1655/350,1-2=-4028/934,2-3=-4721/933,3.4=-4499/622,4-5.3721/729, 5-6=-1619/294 BOT CHORD 10-11=-712/806,9-11=-1258/1468,8-9=-680/3831,7-8=-932/3872,7-12=-1284/1345, 6-12=-692/766 WEBS 1-9=-1114/4037,2-9=-1193/430,2-8=-1441/2057,3-8=-574/0,4-8.1336/2144, 4-7=-1240/393,5-7=-923/3821 `,�11111111///I NOTES- 1)Unbalanced floor live loads have been considered for this design. ``��,.kPS A ASB I, 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 328 lb uplift at joint 10 and 266 lb uplift at ,`$,>�,.\GENS;•, -'c '', joint6. •• • •V F•�•. ,• •• 3)This truss has been designed for a total drag load of 6000 lb.Lumber DOL=(1.00)Plate grip DOL=(1.00) Connect truss to resist drag � N O 39380 • loads along bottom chord from 0-0-0 to 14-11-0 for 402.2 plf. 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. * • _„ 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks m • • be attached to walls at their outer ends or restrained by other means. -O •• , 6)Use Simpson Strong-Tie HTU26(20-10d Girder,11-1odx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 5-4-0 oc max.startinZ . T ,. at 2-2-4 from the left end to 12-10-4 to connect truss(es)to back face of bottom chord. 4o.• - --•- rI'. • • 7)Fill all nail holes where hanger is in contact with lumber. 0,. •. 'R.** ���.. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i• ' ' 0 R r, ,�s LOAD CASE(S) Standard _ ,,'' ss ,,'O N A,1�% 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase 1.00 Uniform Loads(plf) Thomas A.Alban)PE No.39380 Vert:1-5=-167,6-10=-7 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:8=-315(B)11=-315(B)12=-315(B) Date: April 22,2016 ,WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10473/2015 BEFORE USE. I Design valid for use only with MIiok! connectors.this design Is based only upon rxaarnetors shown,and Is for an Inas/kiwi building component.not a truss system.Before use,the bulking designer must verity the applicabIlty of design[diameters and properly Incorporate this design Into the overall balding design. Bracing Indicated is to prevent buckling of indIvklual truss web and/or chord members only. Additional temporary and p rmarlent bracing gl MW eek' is always required for stability and to prevent collapse with possble personal Bay and properly damage. For general guklarx:e regrading the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Plate institute,218 N.Lee Street,Salle 312,Alexandria-VA 22314. Tampa.FL 33610 i Job !Truss Truss Type Oty Ply RPC General/Pete's Turn/JK T8485536. J160194 ;FL08 'FLOOR 1 1 ' i i Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:04 2016 Page 1 I D:EtO?902t3mBsJiY_bfhnllzRmPt-XbLSSF_R4bTgzinCtcRC7gxagOCgnXpk6EaLpozOCvj 4-2-12 I 8-5-8 4-2-12 4-2-12 0.13 FIT Scale:374'=1' 1.5x4 II 1.5x4 iI 23x4= 3 1 .o 1 ?‹ i 3x4= 3x4= 8-5-8 i 8-5-8 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Udell Ud l PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) 0.00 5 •••• 480 MT20 244/190 TCDL 25.0 Lumber DOL 1.00 BC 0.44 1 Vert(TL) -0.13 4-5 >735 360 BCLL 0.0 Rep Stress!nor YES WB 0.40 Horz(TL) 0.02 4 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS. (lb/size) 5=708/0-5.8,4=708/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-262/0,3-4=-262/0 BOT CHORD 4-5=0/1026 WEBS 2-5=-1108/0,2-4=-1108/0 NOTES- 1)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 2)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. ``,`0 t42 NS�A.. 6s'',,i , .1: No 39380 •',_ • .g .T, • • : 11i: ',,els•4ORIO•.•() ��% e. •....... .'11,SIO N Ak ��0�� Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 4 Q WARNING-Verily design parerrwtere end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. lil ' Design valid for use only with Miteke9 connectors.This design Is based only upon parameters shown,and Is for an irxiividual balding component,not a truss system.Before use,the building designer must verity the applicability of design urometers and properly incorpousle 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" Is always required for stability and to prevent collapse with possble personal inlay and property damage. for general guidance regarding the East Blvd. Tampa.04 ' fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/IPI l Quality ty Criteria,DSB-89 and SCSI Building Component Parke East B Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. I r 1 Job Truss ;Truss Type Oty Ply RPC General/Pete's Tum/JK 78485537 J160194 FLO9 (FLOOR 1 1 Job Reference(optional) Manning Building Supples, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:05 2016 Page 1 I D:Et0?902t3m13sJiY_bfhnl IzRmPt-?ovgJb?3rvbXasMORJyRf2UzYoenW 31tLuJvMFzOCvi i 1-2-8 1-2-8 1 3x4= 21.5x4 11 Scale=1:11.5 IM111.11111111 Ii . ■• ■ • O/ =' 3 1.5x4 II 3x4 1-2-8 1 1-2-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) 0.00 4 `""" 480 MT20 244/190 TCDL 25.0 Lumber DOL 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 4=119/0-4-0,3=119/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girders)for truss to truss connections. 2)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3)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. • `,``lt,111111///i• II • ��ors .S A ;41,8,�0�� % �E N ..14• No 39380 .. y ♦ tt7 • • .� .n `• •�, . �0 � 0 R1C). ` • • , 'S;;*•�0NA�E`0• Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 i 0 WARNING-Verify design pararrwfars and READ NOTES ON THIS AND INCLUDED ApTEK REFERANCE PAGE MO-7173 rev.10/03/2015 BEFORE USE mit it Design valid for use only with Mileksy connectors.(his design Is based only upon rxxameters shown,and is for an txBvkhwl bolding component.not a truss system.Before use,the bolding designer must verity the applicabllty of design parameters and properly incorporate ihls design Into the overall bolding design. Bracing Indicated Is to prevent buckling of indlvkfual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possible personal Iryrry and properly damage. For general gridance regarding the fabrication,storage.delivery,erection and bracing of trusses and tnas systems.seeANSI/TPI I Quality Crttario,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate institute,218 N.lee Street,Suite 312.Alexandno,VA 22314. Tampa.FL 33610 Job !Truss Truss Type Qty Ply RPC General/Pete's Turn/JK T8485538 J160194 I FL10 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:05 2016 Page 1 I D:EtO?902t3mBsJIY_bfhnl IzRmPt-?ovgJb?3rvbXasMORJyRf2UzYoenW3ltLuJvMFzOCvi 1-2-8 1-2-8 1 3x4= 21.5x4 i I Scale=1:11.8 ... 11 i .1.1 . 1.1„,„: .::: O' 3 1.5x4 II 3x4= 1-2-8 1-2-8 — --- -- ------- ------ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud I PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) 0.00 4 •'•• 480 MT20 244/190 TCDL 25.0 Lumber DOL 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress'nor NO WB 0.00 Horz(TL) 0.00 3 n/a ri/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) i Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=119/0-4-0,3=119/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. 3)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. o s% • , •E N .'T .i No 39380 •• =-o: -- • ',7 ' /} • - [/ °,�(5;•` 0R110.••• \x . el /ON iiii►Illi Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 A WARNING-Verily design parameters end READ NOTES ON MKS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 11111. r Design valid for use only with MITek2 connectors.1Ns design is based only upon parameters shown,and is for an Irxiivkdsr l building component,not a truss system.Before use.the balking designer must verify tlx:applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent duckling of IndMduol truss web and/or chord members only.Addtbnal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with paxsble personal W*ay and properly damage. For general guidance regcz t'ig the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPlt Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute,218 N.Lee Street,Shite 312.Alexandria,VA 22314. Tenpa.FL 33610 Truss Truss Type ' Qty Ply I RPC General/Pete's Turn/JK T8485539 Job I FL11 .1160194 FLOOR 2 1 Job Reference(optional) Manning Building Suppkes. Jacksonville.FL7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:05 2016 Page 1 I D:EtO?902t3mBsJiY_bfhnl IZRmPt-?ovgJb?3rybXasMORJyR12UzYoenW3ltLuJvMFz0Cvi 1-2-8 1-2-8 1 3x4= 21.5x4 I Scale:1"=1' I 1 . .. .. ..,. J ......... ..,....!.I 1_,...41 3 1.5x4 ''.I 3x4= I 1-2-8 1-2-8 --- -- LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) 0.00 4 480 MT20 244/190 TCDL 25.0 Lumber DOL 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a Na Weight:9 lb FT=20% BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer j Installation guide. REACTIONS. (lb/size) 4=119/0-4-0,3=119/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3)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. �SOokl PS'A.I A'it, ow. No 39380 . ' 0—• T• E _...,_Al. - 41.1 .,tis,Sii, IONA;dos` • Thomas A.Atbanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 • o WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/201S BEFORE USE. NI Design valid for use only with MIleKIS connectors.This design is bused only urx3n ixxarneters shown.and Is for an individual building component.not a truss system.Before use,the betiding designer must verify the ap pik:a llty of design parameters and properly incorporate this design Into the overall tx>Yding design. Bracing indicated Is to prevent buckling of indlvkival truss web and/or chord members only.Additional temporary and permanent tracing MiTek' 1 k always required for stability and to prevent collapse with 1xxsIble personal Bikry and properly damage. rcr general guidance regarding the Parke East Blvd.storage,delivery,erection and tracing of trusses and truss systems,seeANSI/1P11 Quarty Criteria,DSB-89 and BCSI Building Component 690469 P.Park FL E3st0 Safety Information available from truss Plate institute,218 N.Lee Sheet Suite 312,Nrxi exada.VA 22314. Truss Truss Type r Qty Ply RPC General/Pete's Turn/JK Job i 78485540 J160194 it FL12 FLOOR 2 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:05 2016 Page 1 I D:Et0?90213mBsJiY_bfhnl IzRmPt-?ovgJb?3rvbXasMO RJyRf2UzYoenW3ltLulvMFzOCvi 1-2-8 I 1-2-8 1 3x4= 21.5x4 II Scale=1:12.4 II I • i i II MI ; i . ( 4_ 3 1.5x4 H 3x4= 1-2-8 I 1-2-8 LOADING(psf) T SPACING- 2-0-0 CSI. DEFL. in (toe) Vdefl Lid PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) 0.00 4 ••" 480 MT20 244/190 TCDL 25.0 Lumber DOL 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 4=119/0-4.0,3.119/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. • 3)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. . • •E N eT ''i • No 39380 •• --0: /` ••A ',11/1:0 N A;�• 00 Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 1 a WARNING-Verify design parameters and READ NOTES ON MSAND AVCLUDED ARTEK REFERANCE PAGE M7473 rev.1003/201S BEFORE USE Design valid for use only with Mlleke!connectors.This design Is based only upon parameters shown,and is for an Individual buildingcomponent,not wil a truss system.Before use,the building designer must verily 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 possble personal Wuy and properly damage. For general guI darx:e regarding the Pae East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 690469 P-PFLarke Et 0 Safety Information available from'truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply RPC General/Pete's Turn/JK 18485541 J160194 FL73 FLOOR 2 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:06 2016 Page 1 ID:EtO?902t3mBsJiY_blhnllzRmPt-T_TCWx0hcCjOCOwa?lTgCF081B_0FWY1ZY3SuhzOCvh I 1 2.8 { 1-2-8 1.5x4 II 1 3x4- 2 Scale=1:12.6 MEI ll Ma% IL 1 NOVI 3 1.5x4 11 3x4_ 1-2-8 1.2.8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in poc) Vdefl Lid PLATES GRIP TCLL 100.0 I Plate Grip DOL 1.00 TC 0.09 Vert(LL) 0.00 4 480 MT20 244/190 TCDL 25.0 Lumber DOL 1.00 BC 0.00 Veti(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(TL) -0.00 3 Na Na BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=119/0-4-0,3=119/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. 3)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. • ,`,1%1111111,11. ��o0Q,S J ; 1 'l,, %•` ••, •E N .'9,yi I No 39.380 --* ;---.t r T' ' - :/1 4'0,'1,'9�ONA��• c,os si.Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 r, 7 I 0 WARNING-V. design paramefeus and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM7473 rev.101732015 BEFORE USE I n Design valid for use only with Mllek*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 p uiameters and properly incorporate this design Into the overall brldng design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' h always regthed for stability and to prevent collapse with possible personal Islay and property damage. For general guldcnce regarding the Eest Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/lPt1 QuaNty Criteria,DSB-89 and SCSI Building Component 690469P.Parke Est0 SafetyIMormalon available from luras Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Oty Ply I RPC General/Pete's Turn/JK 18485542 .1160194 FL14 FLOOR 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:06 2016 Page 1 ID:EtO?902t3mBsJiY.bfhnllzRmPt-T_TCWxOhcCjOCOwa?1T9CF081B_OFWYIZY3SuhzOCvh f 1-2-8 l 1-2-8 1.5x4 II 1 3x4= 2 Scale=1:12.9 11111 3 kl 1.5x4 II 3x4- I 1-2-8 1-2-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) 0.00 4 480 MT20 244/190 TCDL 25.0 I Lumber DOL 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 ! Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4.11910-4.0,3=119/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3)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. ,`,t�111111////I, • `. .1.„��• ��GENS�e'9,�,• i1,O No 39380 :* • oe .•: R10 • .•" S' Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 4 Nut A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 8111.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mnok) connectors.Ns design is based only upon txxaneters 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 boldin©design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional tempaary and permanent bracing MiTek' is always required for stablilty and to prevent collapse with possible personal Injury and properly damage. for general gukiance regadng the tabicatbn,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1P1I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.lee Street.Stile 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type 1 Qty I Ply I RPC General/Pete's Turn/JK 78485543 J160194 � 1 FL1S FLOOR 1 i i 1 Job Reference(optional) r 7.640 s Sep 292015 MiTek Industries.Inc. Fri Apr 22 10:05:06 2015 Page 1 Manning BuiWingSupplies. Jacksonville.FL ID:Et0?902t3mBsJiY_bfhnllzRmPt-T_TCWx0hcCjOCOwa?1TgCF081B_OFWYIZY3SuhZOCvh 1-2-8 1-2-8 1.5x4 II 1 3x4= 2 Scale=1:13.2 MEMA 1111 e M OEM k 3 1.5x4 li 3x4= 1-2-8 1 1-2-8 ----- ------ LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 100.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) 0.00 4 "" 480 MT20 244/190 TCDL 25.0 Lumber DOL 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=119/0-4-0,3=119/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3)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. ,`,,11111111/II�,I As<\ �G E N`Se1'j/ • •, • No 39380 •; ' • : r • �•';,/S�ONA� % • Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. pill Design valid tar use only with Weld*connectors.this design Is based only upon parameters shown.and is for an Individual bxllding component,not a truss system.Before use,the bulking designer must verity the ap.Xlk:abllty of design parameters and properly incorporate orporate this design Into the overall [wilding design. Bocttg Indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary arid permanent bracing MiTek" is always required for stability and to prevent collapse with possble personal injury and property damage. For general guldance regarding the East Blvd. f<trk:atIon,storage.delivery,erection and bracing<>f trusses and truss systems.seeANSI/1PII Qualify Criteria,058-89 and BCS[Building Component 6904 Tampa.Parke 33610 Safety Information avallab le from Truss Pate Instihrte,218 N.Lee Street,Suite 312.Alexandrkl.VA 22314. • , PlyRPC General/Pates Turn/JK Job Truss Truss Type O H I T8485544 J160194 A01 Hip Girder 1 1 l I Job Reference(optional) I Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:04:51 2016 Page 1 I D:Et07902t3mBsJiY_blhnllzRmPt-P53XNpgHBbq WviHicNi955uPk8hMEcCp7jw9s3zOCvw 14-0-0 18-7-7 8-0-0 10-0-0 , 12-0-0 173-4-9i I 16-0-0 i 18-0-0 20.0-0 22-0-0 , 24-0-0 32-0-0 8-0-0 2-0-0 ` 2-0-0 1-4-9 2-0-0 2-0-0 d-7.7 2.60 ' 2.0-0 - 8-0-0 0-7-7 1-4-9 (+)Top chord must be braced by end jacks, Scale=1:69.3 4x4= roof diaphragm,or properly connected purlins as shown. 12 8.00 FT 1.5x4 H 1.5x4 NAILED 14 AILED 7.5x4 i 9 1.5x4 11 NAILED 7.5x4 11 16 1.5x4 11 Special i 7 ED 5x5�� 6x6=NAILED r 18 6x6= AN 6.001-1-2- 2 5 0 NA^� ilit,„ \ �21 r .�rVAAkJ > EiWa ,1igltit i1��:, I 0 e Y , III. r ` Io - 0r. 26 33 34 35 71 25 36 37 38 24 39 40 23 41 NAILED 5x10= 5x10—_ 6x6= 7x70 MT2OHS= 2x4 11 6x6= Special NAILED NAILED NAILED NAILED NAILED NAILED Special Special Special 8-0-0 13-4-9 . 16.0-01 18-7-7 1 24.0-0 1 32-0-0 8.0.0 5.4.9 I 2-7-7 2-7-7 5-4-9 8-0-0 Plate Offsets(X,Y)-- [1:0-10.0,0-0-31,122:0-10-0,0-0-31,[23:0-3-0,0-3-121,125:0-5-0,0-4-81,[26:0-3.0,0-3-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.26 24-25 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.52 24-25 >734 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.55 Horz(TL) 0.18 22 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:256 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins. Except: 2-21:2x6 SP No.1 D,3-12,12-20:2x4 SP No.2 1 Row at midpt 3-8,15-20 BOT CHORD 2x6 SP No.1D BOT CHORD Rigid ceiling directly applied or 5-2-3 oc bracing. WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):8,15,11 ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=3152/0-5-7,22=3152/0-5-7 Max Horz1=252(LC 24) Max Uplift1=-1357(LC 8),22=-1357(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-6225/2729,2-3=-5514/2514,3-4=-4625/2288,4-6=-4625/2288,6-8=-4625/2288, 8-10=-5192/2590,10-11=-5192/2590,11-13=-5192/2590,13-15=-5192/2590, 15-17=-4625/2288,17-18=-4625/2288,1 8-20=-4625/2288,20-21=-5514/2514, 21-22=-6225/2729,3-5=-1127/391,5-7=-1091/381,7-9.1074/440,9-12.1079/525, 12-14=-1079/525,14-16.1074/440,16-19=-1091/387,19-20=-1128/406 BOT CHORD 1-33=-2334/5470,26-33=-2334/5470,26-34=-2654/6072,34-35=-2654/6072, `t1/11111/// 25-35=-2654/6072,25-36=-2653/6069,36-37=-2653/6069,37-38=2653/6069, ,���� S A, /I/1 24-38=-2653/6069,24-39=2653/6069,39-40=-2653/6069,2340—2653/6069, ,�� %11 q4e ,Id, • 2341=-2334/5470,2241=2334/5470 ••<Z •\GENS'-.;4, • #, WEBS 2-26=-445/1256,21-23=-445/1253,8-26.743/389,8-25=-5/439,15-24=W432, 15-23=-754/388,11-12=-362/803,9-10=-302/252,6-7=-271/224,13-14=-297/253, _� N O 39380 •'.- 16-17=-270/224 _ NOTES- 1)Unbalanced roof live loads have been considered for this design. ' 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=3211;eave=4ft;Cat.Ir. _T / . Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.61;0 dr.,— . plate grip DOL=1.60 0i G R 0�.•' 3)Provide adequate drainage to prevent water ponding. °i•<s • •r• `� 4)All plates are MT20 plates unless otherwise indicated. kY' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '�lei. N A�- t,%�, 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 'illi/11111 fit between the bottom chord and any other members. Thomas A.Albans PE No.39380 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=1357, MITek USA,Inc.FL Cart 6634 22=1357. 6904 Parke East Blvd.Tampa FL 33610 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Date: 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 22,2016 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. 1 .. .. .. ► Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE ' Design valid for use only with MMiekas connectors.this design Is based only upon parameters shown,and is for an individual building component,not a Truss system.ttetore use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. 8raehg Indicated Is to prevent buckling of individual truss web and/or chord members only.Add9llo nA temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.see/momI Qualty Criteria,DSS-89 and SCSI Bulling Component 696904 04 P.PFLark East 0 Salary information avdlabe from buss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. 1 floe 'Truss Truss Type Qty I Ply I RPC General/Pete's Turn/JK 78485544 H Girder 1 1 Jtsots4 ,A01 !Job Reference(optional) i 7.640 s SeD 29 2015 MTek Industries.Inc. Fri Apr 22 10:04:51 2016 Page 2 Manning Building Supplies, Jacksonville.FL ID:Et02902t3mBSJiY_bfhnllzRmPt-P53XNpgHBbgWviHicNi955uPk8hMEcCp7jw953zOCvw NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)471 lb down and 435 lb up at 8-0-0,and 471 lb down and 435 lb up at 24-0-0 on top chord,and 336 lb down and 154 lb up at 7-9-3,347 lb down and 158 lb up at 8-2-13,and 347 lb down and 158 lb up at 23-9-3,and 336 lb down and 154 lb up at 24-2-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,20-21=-60,21-22=-60,27-30=-20,3-12=-60,12-20=-60 Concentrated Loads(Ib) Vert:2=-358(F)21=-358(F)26=-347(F)23=-347(F)12=-180(F)9=-180(F)7=-180(F)5=-180(F)14=-180(F)16=-180(F)19=-180(F)33=-336(F)34=-57(F)35=-57(F) 36=-57(F)37=-57(F)38=-57(F)39=-57(F)40=-57(F)41=-336(F) 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6110-7473 rev.101012015 BEFORE USE. lin. Design valid for use only with MITek9 connectors.Ns design k based only upon parameters shown.and Is foi an individual building component,not a truss system.Before use,the building designer must verily the appilcatrllfy of design parameters and properly Incorporate this design Into the overall MiTek' building design. Bracing indicated is to prevent buckling of IrWlvIdual truss web and/or chord members only.Additional temporad y anpermanent bracing is always required for stability and to prevent collapse with possble personal inlay and properly damage. For general guidance regarding the Parke East Blvd. Iabrk:ation.storage,delivery,erection and bracing of trusses and Inns systems.seeANSI/TPII Quality Criteria,058.89 and BCSI Building Component 690469 P.PFLark East0 Safely Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. _ M. , Job Truss Truss Type Qty I Ply RPC General/Pete's Turn/JK 78485545 J160194 A02 Roof Special 1 1 [Job Reference(optional) Manning Building Supplias. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:04:52 2016 Page 1 I D:Et0?902t3mBsJiYbfhnl IzRmPt-tldva8rvvvyNXssuA5D0d1 RfeYOUz_dzLNgiOVzOCvv 24-0-0 8-0032-0-0 __.1 840 114)1-1-81 5.0-e 5-10-B �i 11-8 1.000-81 8.0-0 Scale=1:67.2 4x4= 4 8.00 FT 22 23 4X10 i 4x10 5 6x6 3 !• 4.,... 6 6x6 6.00 12 2 • �� 0 24 4 21 4 II iII ,25x5— 11 10 t� .1 '6 '- 14 13 3x8= 5x5= g 8 1.5x4 I 16x8//12.00FIT6x8\ 1.5x4 I 3x5 3x5= 24-0-0 8-0-0 {9-0-0101-a1 16-0-0 21-108 23.0-01 I 320-0 1 I 8-0-0 1-001-18 5-108 ' 5-10-8 '1-1.81-00 8-0-0 Plate Offsets(X,Y)-- 2:0-3-0,0-2-8),N:0-3-0,0-2-8k(9:0.2-8,Edge),(13:0-2-8,Edge] _. LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.15 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.4211-12 >925 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.24 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:208 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins. 2-4,4-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-11 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1280/0-5-7,7=1280/0-5-7 Max Horz 1.262(LC 10) Max Uplift1=-426(LC 12),7=-426(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-2167/745,2-21=-2056/763,2-3=-2074/861,3-22=-1575/646,4-22=-1506/661, 4-23=-1506/659,5-23=-1575/645,5-6=-2074/861,6-24=-2056/763,7-24.2167/745 BOT CHORD 1-14=-562/1831,13-14=-564/1828,12-13=-766/2734,11-12=-545/1924,10-11=-548/1924, 9-10=-769/2734,8-9=-554/1828,7-8=-553/1831 WEBS 4-11=-511/1326,5-11=-920/432,5-10=-499/1918,3-11=-920/430,3-12=-498/1918, . 2-13.561/258,3-13=-1326/282,5-9=-1323/293,6-9=-561/259 NOTES tttllllll/il 1)Unbalanced roof live loads have been considered for this design. .0t S A, 111J 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=32ft;eave=411;Cat.II; `s �P • A� Ij Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-2-6,Interior(1)3-2-6 to 16-0-0,Exterior(2)16-0-0 to ,%N. ' B,9 _,j 19-2-6,Interior(1)24-0-0 to 32-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ♦♦ k'. \,.%" Se.'•.• % °• forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No• 39380 • 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 wilC - * • — fit between the bottom chord and any other members. - -- •9 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=lb)1.42e:./3•• . e 7=426. i.i• •b` - `� �• '�� 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ••0, w�, ♦ ,,,,lit/1111111110`•ON AL �'00 rill Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 r, 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03,2015 BEFORE USE. I flit I Design valid for use only with MITek5 connectors.This design k lased only upon parameters shown,and Is for an Individual building component.not a utas system.Before use.the bulking designer must verify the applicability of design parameters and properly Incorporate tin s design into the overall MiTek building design. Bracing Indicated Is to prevent buckling at IndNkiud truss web and/or chord members only. Additional temporary and',eminent booing Is always required for stability and to prevent collapse with possible personal Iytay and property damage. For general guidance regarding the Blvd. Iabicatbn.storage,delivery,erection and bracing of trusses and truss6904FLEast systems,seeANSI/1%t Quality Criteria,DSB-89 and BCSI Building Component Tampa.04 Parke 33610 SofNy Information available from truss Plate institute,218 N.Lee Street.Suite 312,Alexandda,VA 22314. _j Job Truss Truss Type I Qty 1 I Ply (RPC General/Pete's Turn/JK T8485546 J160194 A03 ROOF TRUSS 11 1Job Reference(optional) 1 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:04:53 2016 Page 1 Manning Building Supplies. Jacksonville,FL I D:Et0?902t3mBsJiYbfhnllIzRmPt-MUAIoUsYgD4E80R4kokdAW_ivyMdIVM6a1PGwxzOCvu 4-5-14 8-0-0 4-5-14 l 3.6 2 0-d 13.10-0 2-10-0 13.2-0 + 3-2-0 i 3-10-0 `I-0 0 3-6-2 4-5-14 Scale=1:66.3 6x8 II 7 8.0012 6 Aiir 8 4x10 II��'—�� 4x10 II 5 9 .I I►. 6x6 i ' 6x6 _ -e 10 1 6.00172 34 11 2x4 II '4 a \� •e 2x4 II mi—� 12 2 29 28 g d, 5 I! 3x5 I' 1` _ la 1 Ai/ l i Nee _ 13to: _Aggillill 12.00 :=::: • 19 18 15 14 3x4 T3x4= his member is non-structural and can be removed. 3x5= 3x5= 1 4-5-14 8-0-0 9-0-0 12-10-0 16-0-0 19-2-0 I 23-0-0 24-0-0 27-6-2 I 32-0-0 I 4-5-14 3.6-2 1-0 3.10-0 3.2-0 3-2-0 3-10-0 1-0-0 3.6-2 4-5.14 Plate Offsets(X,Y)-- (5:0-7-13,Edgel,[6:Edge,0-8-01,(7_0-6-11,Edge1,fB:Edge,0-8-0],f9:0-7-13,Edgel,[15:0-4-12,0-1-8L[16:0-3-8,0-4-01,117:0-3-8,0-4-01,[18:0-4-12,0-1.81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.36 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.79 Vert(TL) -0.80 16-17 >478 180 BCLL 0.0 • Rep Stress Incr YES I WB 0.64 Horz(TL) 0.49 13 Na Na BCDL 10.0 Code FBC2014/TP12007 • (Matrix-M) Attic -0.07 16-17 1080 360 Weight:243 lb FT=20% . LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied. 3-7,7-11:2x8 SP No.10 BOT CHORD Rigid ceiling directly applied or 7-0-2 oc bracing. BOT CHORD 2x4 SP No.2*Except' ! MiTek recommends that Stabilizers and required cross bracing 16-17:2x6 SP No.1 D be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.2 1 Installation guide. REACTIONS. (lb/size) 1=1312/0-5-7,13=1312/0-5-7 Max Horz 1=-257(LC 10) Max Uplift1=-407(LC 12),13.407(LC 12) Max Grav1=1392(LC 18),13=1392(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-28=-2526/794,2-28=-2449/801,2-3=-2460/888,3-4=-2279/759,4-5=-3896/982, 5-6=-2432/727,6-7=-428/1778,7-8=-434/1668,8-9=-2554/720,9-10=-3872/970, 10-11=-2273/758,11-12=-2464/888,12-29=-2451/801,13-29=-2528/794 • BOT CHORD 1-19.645/2366,18-19=-536/2256,17-18=-713/3076,16-17=-478/2990,15-16=-706/2818, 14-15.528/2066,13-14=-636/2176 WEBS 9-16=445/2163,10-16=-23/1148,10-15=-1698/418,11-15=-271/112,5-17=452/2313, ,,���������, 4-17=0/953,4-18=-1868/411,3-18=-271/113,6-8=-4961/1379 ���%•�PS A. q ��,i� �• O� 4.B .,i NOTES •E N �, 1)Unbalanced roof live loads have been considered for this design. ���,��,• �, C' `SF•'9/��• � 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25f1;B=45ft;L=32ft;eave=oft;Cat.11; 4.4' C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.0.0 to 3-2.6,Interior(1)3-2-6 to 16-0-0,Exterior(2)16-0-0 to No 39380i 19-0-8,Interior(1)24-0-0 to 32-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 8x8 MT20 unless otherwise indicated. -Q• -� • z 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• �- •/,,: 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will•i. • xTC`/r fit between the bottom chord and any other members. i�� O•�•• ��`•� 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.16-17 .� O R • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)1=407, #jos•••........ ��%• 13=407. 'I/� .111/111111‘1%%/O N A L 0% 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9)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: April 22,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.19503/2015 BEFORE USE. Design valid for use only with Welch)connectors.Ihis design Is!rased only upon p ararmoters shown,and is for an Individual bolding component.not t a truss system.Before use,the ixlding designer must veiny the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent budding of Incilvklual truss web and/or chord members only.Additional temporary and permanent tracing Mile k- is always required for stability and to prevent collapso with possible personal Injury and properly damage. for general guidance regarding the fabdcatlo n.storage.delivery.erection and bracing of trusses and buss systems.seeANSI/TPI1 Qualty Criteria.DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safely Information available horn!ries Mate Institute,218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 — — I Job I Truss Truss Type I Qty Ply RPC General/Pete s Turn F JK T841355471 ,1160194A04 ROOF TRUSS :5 1 I Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:04:54 2016 Page 1 I D:Et0?902t3mBsJiY_brhnllzRmPt-ggkg?gsAOWC5mA0HIVFsjjWttMj_RycGph9pTNzOCvt l 4-5-14 8-0-0 9-0-0 12-10-0 16-0-0 I 19-2-0 23-0-0 34-0-0 27-6-2 I 32-0-0 4-5-14 3-6-2 4-0-0 3-10-0 3-2-0 3-2-0 3-10-0 -0-0' 3-6.2 4-5-14 Scale=1:65.7 6x8 11 7 8.00 12 6 4016. 8 1111-•1,111S44x10 I 5II 9 6x6�i 4x10 5x6 _ 10 6.00 j 12 34 11 2x4 II Imo, 4� 2x4 II 2 17 16 12 V 27 N i d _ r N 4 e7) 1 1 I • • a �i o 12.00112 19 18 15 14 3x5= 3x4= 3x4= 3x5 4-5-14 8-0-0 9-0-0 12-10-0 19-2-0 23-0-0 44-027.6-2 32-0-0 -0 4-5-14 1 3-6-2 4-0-0 3-10-0 6-4-0 I 3-10-0 13.6.2 I 4-5-14 Plate Offsets(X,Y)-- [5:0-7-13,Edge],[6:Edge,0-8-01,[7:0-6-11,Edgel,[8_Edge,0-8-01,[9:0-7-13,Edge],[15:0-4-12,0-1-8],[16:0-3-8,0-4-0],[17:0-3-8,0-4-0],[18:0-4-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.36 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.80 16-17 >478 180 BCLL 0.0 * Rep Stress Incr YES 1 WB 0.64 Horz(TL) 0.49 13 n/a rVa j BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Attic -0.07 16-17 1080 360 I Weight:231 lb FT=20% LUMBER- BRACING- ' TOP CHORD 2x6 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied. 3-7,7-11:2x8 SP No.1 D BOT CHORD Rigid ceiling directly applied or 7-0-2 oc bracing. BOT CHORD 2x4 SP No.2'Except' 1 MiTek recommends that Stabilizers and required cross bracing , 16-17:2x6 SP No.1 D I be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.2 Installation guide. REACTIONS. (lb/size) 1=1312/0-5-7,13=1312/0-5-7 Max Horz 1=-257(LC 10) Max Uplift)=-407(LC 12),13=-407(LC 12) Max Grav1=1392(LC 18),13=1392(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-26=-2526/794,2-26=-2449/801,2-3=-2460/888,3-4=-2279/759,4-5=-3896/982, 5.6=-2432/727,6-7=-428/1778,7-8=-434/1668,8-9=-2554/720,9-10=-3872/970, 10-11=-2273/758,11-12=-2464/888,12-27=-2451/801,13-27=-2528/794 • BOT CHORD 1-19=-645/2366,18-19=-536/2256,17-18=-713/3076,16-17=-478/2990,15-164-706/2818, 14-15.528/2066,13-14_636/2176 WEBS 9-16=-445/2163,10-16=-23/1148,10-15=-1698/418,11-15=-271/112,5-17=452/2313, 4-17=0/953,4-18=-1868/411,3-18=-271/113,6-8=-4961/1379 `,,`,`��Psi A��qii,,�i NOTES- ���.r0 G E N S Ce9�i��i 1)Unbalanced roof live loads have been considered for this design. `• A \ fit`.••• • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=32ft;eave=4lt Cat.II;� • Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-2.6,Interior(1)3-2.6 to 16-0-0,Exterior(2)16-0-0 to No 39380 .�-__i 19-0-8,Interior(1)24-0-0 to 32-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and =i- • • forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 _ .� 3)All plates are 8x8 MT20 unless otherwise indicated. — 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7-0 • ,-- • .e 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'. .a..• .- • . : (41. fit between the bottom chord and any other members. r� ~�' �$ i 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.16-17 moi• (. 0 R 1-•` ,\ . 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=407, •j k ••••••••• \ 0% 13=407. e tYi N A1- ���� 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. I/ �� 9)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: April 22,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10'03/2015 BEFORE USE. ims. Design valid for use only with Mlleld)connectors.this design Is based only upon parameters shown.and Is for an krcdlvNkrat holding component,not a truss system.Before use,the building designer must vedty Ihe'applkx blity of design paaneters and properly Incorporate Ihls design into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required to stability and to prevent collapse with possllle personal(Mut'and property damage. For general guidance regrading the fabrication,storage.delivery,erection and bracing of trusses and tntss systems,seeANSI/TPI I 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.Alexandra),VA 22314. Tampa.FL 33610 Job !Truss Truss Type IQty !Ply ' RPC General/Pete's Turn/JK : T8485548 1Truss I A05 ROOF TRUSS 2 1 ' I I I Job Reference(optional) Manning Building Supplies, Jacksonville,FL7.640 s Sep 29 2015 MiTek Industries.Inc Fri Apr 22 10:04:56 2016 Page 1 I D:EtO?90213mBsJiY_bihnllzRmPt-m3s0QW uQyBTo?UAfPwHKo8cES9MVvugZG?ewXGzOCvr 4-3-11 8-0.0 8-0-0i 12-10-0 16-0-0 I 19-2-0 1 23-0-0 24-0-0 27-6-9 27+5 32-0-0 4-3-11 1 3.8-5 4.0.0 3.10.0 3.2.0 3-2-0 3.10-0 1-0-0 3-6.9 0--12 4-3-11 Scale=1:66.3 6x8 '1 7 8.00 12 6 4tih 8 4x10 I'�,=,� 4x10 II 5 s 9 6x6�i 6x6 10 6.00 I 34 11 �; e»a1 �' \_►. 2x4 II 2x4 I' 12 2 17 16 27 26 _ • 1 1 i.- ,411/ NI.. n 12.00;12 c t9 18 15 14 3x5= 3x5= 3x4= 3x4= 2400 4-3-11 800 90.0 12.10-0 19.20__ 1 2300 - 27-&9 27 31-11-14 3290 1 4-311 385 11001 3-10-0 I 9.2. 3100 08J 3-6-9 0-1u12 4-34 002 0-2-12 Plate Offsets(X,Y)-- [4:0-3-0,0-3-12],[5:0-7.13,Edge],[6:Edge,0-8-0],[7:Edge,0-3-0],[8:Edge,0-8-0],[9:0-7-13,Edge],[10:0-3-0,0-3-121,[15:0-4.12,0-1-8),[16:0-3-8,O.4-0], (17:0-3-8,0-4-01,118:0-4-12,0.1-81 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid 1 PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.21 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.48 17 >571 180 BCLL 0.0 • Rep Stress Incr YES WB 0.46 Horz(TL) 0.18 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 i (Matrix-M) Attic -0.10 16-17 753 360 I Weight:232 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 3-7,7-11:2x8 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2"Except" 1 MiTek recommends that Stabilizers and required cross bracing 16-17:2x6 SP No.2 ; I be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.2 I Installation guide. REACTIONS. (lb/size) 1=908/0-5-7,13=280/0-5-3,15=1436/0-5-8 Max Horz 1=257(LC 10) Max Uplittl=-294(LC 12),13=-118(LC 12),15=-401(LC 12) Max Grav1=958(LC 18),13=280(LC 1),15=1644(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-1663/556,2-26=-1601/564,2-3=-1629/659,3-4=-1272/482,4-5.1926/438, 5-6=-825/284,6-7=-204/940,7-8=-78/365,8-9=-1394/410,9-10=-1429/311, 11-12=-324/319,13-27=-306/203 BOT CHORD 1-19=-440/1611,18-19=-308/1427,17-18=-415/1998,16-17=-46/1330,15-16=-504/155 WEBS 9-16=-263/170,5-17=-280/1693,6-8=-2022/575,12-14=-262/210,3-19=-200/302, ,, �,, 4-18=-1357/270,4-17=-224/265,10-15=-737/167,11-15=-561/194,10-16=-122/1586, ` % it_ 11-14=-250/494 .♦s�p�J�PS A- Az iii NOTES- ♦% .• •E N -14/. 1)Unbalanced roof live loads have been considered for this design. • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45ft;L=32ft;eave=4ft;Cat.lid. NO 39380 • Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.0.0 to 3-2-6,Interior(1)3-2-6 to 16-0-0,Exterior(2)16-0.0 to • 19.0-8,Interior(1)24-0-0 to 32-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 =-� . • •• 3)All plates are 8x8 MT20 unless otherwise indicated. 7.,_ T. - • )(/ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ._ T' �i _ �[/; 5)'This truss has been designed for a live load of 20.Opst 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. ,� (•�••Z O R 10...• r\♦♦♦ 6)Bottom chord live load(40.0 psi)and additional bottom chord dead load(5.0 psf)applied only to room.16-17 ••j•l)`VON 1 .......• � �♦ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=294, 1/`"111111110`-‘‘ O N A,`-��s, 13=118,15=401. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Thomas A.Alban'PE No-39380 9)Attic room checked for L/360 deflection. MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 I 0 WARNING-Verify design perameta#s end READ NOTES ON THIS AND INCLUDED ABMREFERANCE PAGE MII.7473 rev.10'0312015 BEFORE USE. 1111. Design valid for use only with Mitelet connectors.this design Is based only upon parameters shown,and Is for an kxflvkkral building componenl,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly klccxporate Ids 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 l is always required for stability and to prevent collapse with possible personal in ury and properly damage. For general guidance regarding the East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/WPtl Qud6904FL lty Cdferla,DSB-89 and SCSI Building Component Tampa,04 Parke Et 0 Safety Information avdlable from inns Plate Instthde,218 N.Lee Street,Suite 372,Alexandria,VA 22314. 1 w r Job !Truss Truss Type i Oty !Ply RPC General/Pete's Turn I JK 1 78465549 J160194 I A06 ROOF TRUSS 1 I 1 I Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Apr 22 10:04:57 2016 Page 1 ID:Et0?902t3m8sJiY_bf hnl IzRmPt-E FOodsv2j RbfddkszeoZKMBPCZhOeL4iV1NT3izOCvq 4-3-11 4-5-7 8-0.040 12-140 16-0-0 19-2-0 i 23-0-0 24-0-0 27-6-9 27+5 32-0-0 I 4-3-11 0--12 3-6-9 1.0-01 3-10-0 3-2-0 I 3-2-0 3-10-0 1.40 3-6-9 0-1212 4-3-11 Scale=1:66.3 6x8 II 7 8.00 FY 6 4 fl 8 4x1051���,�o 4x10 11 9 6x6�iihhh... 6x6�- I10 6.00 12 34 11 • �'� 2x4 11 0 `B •�' 2x4 11 ` 12 2 29 n 28 N 3x5 II Sx6 II , 1` n d - 12.00 r 2 i •1• c 19 18 15 14 3x4= This member is non-structural and can be removed. 3x4= 3x5= 3x5= 24-0-0 43-11 1 9.40 19011 12-10-0 I-- 1660 19-2-0 2360 .<-9 27.69 27 • 31.11.11 32, 4.3-11 3.65 1-0-0 3.100 3-2-0 3.20 3.100 p" 9.69 0- 2 4-39 '-2 42.12 Plate Offsets(X,Y)-- [4:0-3.0,0-3-12),[5:0-7-13,Edge),(6:Edge,0-8-0),[7:Edge,0-3-01,[8:Edge,0-8-01,[9:0-7-13,Edge),[10:0-3-0,0-3-12),(15:0-4-12,0-1-8),[16:0-3-8,0-4-0), 117:0-3-8,0-4-01,[18:0-4-12,0-1-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.21 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.48 17 >571 180 BCLL 0.0 ' ' Rep Stress Incr YES 1 WB 0.46 Horz(TL) 0.18 15 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Attic -0.10 16-17 753 360 Weight:243 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 3-7,7-11:2x8 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2*Except* MiTek recommends that Stabilizers and required cross bracing 16-17:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.2 Installation guide. 1 REACTIONS. (lb/size) 1=908/0-5-7,13=280/0-5-3,15=1436/0-5-8 Max Horz 1=257(LC 10) Max Upliftl=-294(LC 12),13=-118(LC 12),15=-401(LC 12) Max Grav1=958(LC 18),13=280(LC 1),15=1644(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-28=-1663/556,2-28=-1601/564,2-3=-1629/659,3-4=-1272/482,4-5=-1926/438, 5-6=-825/284,6-7=-204/940,7-8=-78/365,8-9=-1394/410,9-10=-1429/311, 11-12=-324/319,13-29=-306/203 BOT CHORD 1-19=-440/1611,18-19=-308/1427,17-18=-415/1998,16-17=-46/1330,15-16=-504/155 WEBS 9-16=-263/170,5-17=-280/1693,6-8=-2022/575,12-14=-262/210,4-18=-1357/270, 3-19=-200/302,4-17=-224/265,10-15=-737/167,11-15=-561/194,11-14=-250/494, ��0`. t%1i\S At'q,4. 10-16=-122/1586 s O.• �e • NOTES `� k • \• -G E N S , F••• ' , i '. 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=32ft;eave=4ft;Cat.Ili. No 393.80 Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-2-6,Interior(1)3-2-6 to 16-0-0,Exterior(2)16-0-0 to *, • 19-0-8,Interior(1)24-0-0 to 32-0-0 zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and = forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.607..� 3)All plates are 8x8 MT20 unless otherwise indicated. • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i. •*` . .T'w 4. - "- • :4/L 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. %i <\•••Z Q R\ •`�\, 6)Bottom chord live load(40.0 ,� )applied 7)Provide mechanical connectionf(by other)and additional ) • of truss to bee ng plate apable of withstta ding only 100 lb uplift at joint(s)except(jt=lb)1=294, ,�•/SS�Q N A,�,,0 13=118,15=401. 8)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. Thomas A.Albans PE No.39380 9)Attic room checked for L/360 deflection. MIRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 • mit 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A81-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with Mlleldg connectors.Iters design is trued only upon Ixtrwneters shown,and is for an kxitvldual 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 tempaay and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gad-rice regarding the Parke Blvd. fabricatbn.storage,delivery,erection and brodng of trusses and truss systems,seeANSV1Pr I Quality Crtieda,DSB-89 and BCSI Beetling 6904 ing Component33610 Safety Information available from Truss Plate Institute-21814.lee Street Alexandria,Suite 312, 1exdria,VA 22314. Tampa.P.FL East Mk Job iTruss Truss Type \Qty I Ply I RPC General/Pate's Tum/JK 78485550 1J160194 Ao7 Roof Special 1 1 1 1Job Reference(optional) Manning Building Supples, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Apr 22 10:04:58 2016 Page 1 ID:Et0?902t3mBsJiYblhnllzRmPt-iS_ArCvgUlj W FnJ2XLKotZhg4z6ZNkxrk171c9zOCvp 21-10-8 24-0-0 3240 8-0-0 I 10.1-8 I 16-0-0I 8o-0 2-1-8 5-10-8 5-10.8 2-1-8 I 8-0-0 Scale=1:67.2 4x4= 4 8.00 FF ii111111411 22 233x10<-1:-: 3x10 4� i 848 i 3 6 8x3 6.001-1-1 20 2a 21 _ sus= i 13 3x8= 5x5= g 8 14 3x6 I 6x8 i/ 6x8 s' 3x6 II 3x5= 12.00 12 365= 23-9-4 840 800101.8 1640 I. 21-10-8 �3-0-0�21,¢0 32-0-0 i .__. 8-0{I — 11-00.1-1.81 5-10.6 5.10.8 1.1809 8.0.0 0-2-12 Plate Offsets()(,Y)-- (1:0-0.4,0-0-11,(7:0-0-4,0-0-1),(9:0-2-8,EdgeL(13:0-2-8,Edge) LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.07 14-17 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.62 Vert(TL) -0.22 14-17 >999 180 BCLL 0.0 * i Rep Stress!nor YES WB 0.74 Horz(TL) 0.10 8 n/a r1/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:208 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins. 2-4,4-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing 1 WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=905/0-5-7,7=126/0-5-8,8=1529/0-5.8 Max Horz 1=-262(LC 10) Max Uplift1=-317(LC 12),7=-91(LC 8),8=-443(LC 12) Max Grav1=905(LC 1),7=216(LC 22),8=1529(LC 1) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-1385/508,2-21=-1280/526,2-3=-1246/610,3-22=-735/388,4-22=-702/403, 4-23=-701/406,5-23=-734/391,6-24=-5/478,7-24=-17/369 BOT CHORD 1-14=-353/1186,13-14=-353/1180,12-13=-420/1675,11-12=-298/1168,9-10=-30/344, 8-9=-305/76,7-8=-344191 WEBS 4-11=-229/439,5-11=-21/531,5-10=0/302,2-13=-539/252,3-13=-683/71, 5-9=-1184/250,6-8=-1225/440,3-11=-796/390,3-12=-265/1206,6-9=-195/816, 2-14.0/302 tt,t0111111/.1. NOTES- %. I 1)Unbalanced roof live loads have been considered for this design. • • . •E N•• /A.', . 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=32tt;eave=oft;Cat.II; :.• ,Z",••\., C1 `SF•••• % �. Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.0-0 to 3-2-6,Interior(1)3-2-6 to 16-0-0,Exterior(2)16-0-0 to No 39380 •• r 19-2-6,Interior(1)24-0-010 32-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;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. - 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 wit=-0• — b" tit between the bottom chord and any other members. • .T E • ;'41/• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb)1=31' 0-t* �, �" - b, ,8=443. ,[� 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,'jam\� •• 0 R 19..•�j• : ,,'�ss��N A'E._‘c-,••- • Thomas A.Alban!PE No.39380 Mitek USA,Inc.FL Cell 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. III Design valid for use only with Mllekf9 connectors.this design Is based only upon rxararnoters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the appik:abll fy 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 possble personal injury and property damage. For general guidance regarding the East Blvdfatxtcattonand,storage,delivory.erection and bracing of trusses truss systems.seeANSI/TPt1 Quality Criteria,DSB-89 and SCSI Building Component 690469 P.ParkeFEast Safely Information available hornUm Plate Institute.218 N.Lee Sheet.Suite 312.AlexarWrkt,VA 7'1314. . • Job Truss Truss Type Oty Ply I RPC General/Pete's Turn/JK 78485551 J160194 A08 HQ Girder 1r 1 • Job Reference(op ) (optional i 7.640 s Sep 29 2015 Mask Industries.Inc. Fri Apr 22 10:04:59 2016 Page 1 Manning Building Supplies. Jacksonville,FL ID:Et0?902t3mBsJiY_.bfhnIlzRmPt-AeY72YwIF3rNsxuE43r10nEm2NUO6B8?yysa8bzOCvo 14-0-0 18-7-7 8-0-0 10-0-0 i 12-0-0. 1134.9 , 16-0-0 18-0-0 20-0.01 22-0-0 24-0-0 3240 1 8-0-0 ' 2-0-0 2-0-0 1.4-9 ' 2-0-0 ' 2-0-0 d-7-7 2-0-0 ' 2-0-0 ' 8-0-0 67.7 1.4-9 Scale=1:73.0 4x4_ (i)Top chord must be braced by end jacks, ._JAILED NAILED roof diaphragm,or properly connected 8.00112 1.5x4 II2 1.5x4 I I purlins as shown. j 1.5x4 II 9 .13N44:14 1.5x4 II NAILED 1.5x4 11 h i Special 16 1.5x4 'i 5x5.1.2..., i 7 N• D N: II D 5x5 Q 6x6=NAILED 53x4 NA -r x10=ilhoi 19 6x6= 6.00 8:1 0 ,,,0 _,15 Special T e'e : ril�rc7lra�rS�p 21 ri o a \ 221 1 ira All'Illligillirrr.AllAmmiraiii:Tmmrsm.rj11— ' —, 3334 35 26 25 36 37 3824 39 40 23 41 - NAILED NAILED NAILED 5x10= 6x6= 7x10= NAILED 6x6= 5x10= Special NAILED NAILED NAILED Special 1 8-0-0 1 13-4-9 18-7-7 24-0-0 32-0-0 I 8-0-0 5-4-9 5-2-13 5-4-9 8-0-0 Plate Offsets(X,Y)-- (21:0-3-0,0-3-12],(23:0-3-0,0-4-8],(25:0-5-0,0.4-8],(26:0-3-0,0-4-0] _ { — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.09 26 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.19 25-26 >999 180 BCLL 0.0 • Rep Stress'nor NO WB 0.75 Horz(TL) 0.06 23 n/a rt/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:256 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. 2-21:2x6 SP No.1 D,3-12,12-20:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP No.1D WEBS T-Brace: 2x4 SP No.2-15-23 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d(0.1315(31 OTHERS 2x4 SP No.2 nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. JOINTS 1 Brace at Jt(s):8,15,11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=2044/0-5-7,22=-182/0-5-8,23=4139/0-5-8 Max Hoa 1=-252(LC 23) Max Uplift/_841(LC 8),22=-375(LC 25),23=-1826(LC 8) Max Gray 1=2044(LC 1),22=367(LC 7),23=4139(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3848/1624,2-3=-3369/1517,3-4=-2968/1509,4-6=-2968/1509,6-8=-2968/1509, 8-10=-2463/1360,10-11=-2463/1360,11-13=-2463/1360,13-15=-2463/1360, ,�{{11111//� 15-17=-575/1322,17-18=-575/1322,18-20=-575/1322,20-21=-393/945,21-22=-428/1057, ,���-,A S A. ���I 3-5=-528/221,5-7=-501/168,7-9=-493/181,9-12=-513/272,12-14=-515/273, �� r•P Ade �/� 14-16=-494/181,16-19=-502/176,19-20=-526/228 BOT CHORD 1-33=-1348/3350,26-33=-1348/3350,26-34=-1223/2896,34-35=-1223/2896, ��•`,<d`O-�G E N SF•;74, 0,,• • � 25-35=-1223/2896,25-36=-595/1432,36-37=-595/1432,37-38=-595/1432, ' • No 39380 ' 24-38=-595/1432,24-39=-595/1432,39-40=-595/1432,23-40=-595/1432,23-41=-892/449, ' 22-41=-892/449 • WEBS 2-26=-107/675,21-23=-1634/825,8-26=-250/624,8-25=-917/562,15-25=-784/1869, — y 15-24=0/361,15-23=-2973/1368,6-7=-287/232,9-10=-328/264,13-14=-325/265, -0• / • s 16-17=-286/231 • .. 6 - 4.• NOTES- 4` 1)Unbalanced roof live loads have been considered for this design. �ei c<‘_0** . R , �'•�C?\♦ 2)Wind:Exp C;End..,GCpiSCE 7-10;=0.118;MW FRS(dircond ectional);al)tcanti every le) ft and ph; n Dht exposedBennd verticcal left and right exposed;Lumber4DOL=1 60 ��'i/II 0 N AO-;os% plate grip DOL=1.60 g �1/M 111110 3)Provide adequate drainage to prevent water ponding. Thomas A.Alban)PE No.39380 4)All plates are 2x4 MT20 unless otherwise Indicated. MiTek USA,Inc.FL Cert 6634 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd.Tampa FL 33610 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 Date: fit between the bottom chord and any other members. April 22,2016 ,. ., ., 1 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.11/03/2015 BEFORE USE. mit Design valid for use only vAth Muckle connectors.this design Is based only upon parameters shown.and Is to an individual balding component.not a truss system.Before use,the building designer must verify the applicability of design prx<meters and property Incorporate this design into the overall buidkng design. siccing Indicated B to prevent buckling of individual taus web aid/or chord members only. Addttlonal temporary and permanent bracing M]Te k is always roquled 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 /IP and truss systems,seeANSII I Qualify Crtierla,058.89 and SCSI Budding6904 component 6904 P.rk 33610 Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. a Job !Truss Truss Type Qty Ply RPC General/Pete's Turn/JK T8485551 J160194A08 H' 1 1 V Girder ,Job Reference(optional) Manning Building Supplies. Jacksonville.FL7.640 s Sep 29 2015 MTek Industries.Inc. Fri Apr 22 10:05:00 2016 Page 2 I D:EtO?902t3mBsJiY_bfhnl IzRmPt-egSxGuxx0MzEU5T0emMGy_mxongFre08Bcc8g 1 zOCvn NOTES- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=841,22=375,23=1826. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)501 lb down and 491 lb up at 8-0-0,and 471 lb down and 435 lb up at 24-0-0 on top chord,and 336 lb down and 154 lb up at 7-9-3,85 lb down at 8-0-12,and 347 lb down and 158 lb up at 8-2-13,and 336 lb down and 154 lb up at 24-2-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,20-21=-60,21-22=-60,27-30=-20,3-12=-60,12-20=-60 Concentrated Loads(Ib) Vert 2=-348(F)21=-358(F)26=-347(F)12=-180(F)5=-180(F)7=-180(F)9=-180(F)14=-180(F)16=-180(F)19=-180(F)33=-390(F)34=-57(F)35=-57(F)36=-57(F) 37=-57(F)38=-57(F)39=-57(F)40=-57(F)41=-336(F) • • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mir-7473 rev.10'03/1015 BEFORE USE. Design vatki for use only with MilekS connectors.this design is based only upon parameters shown,arid is for an indivI ual bulking component.not a truss system.Before use,the bulking designer must verify the applk:abwity 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 requhed for stability and to prevent collapse with possble personal IMrjy and properly damage. For general gutdarae regrading the East!Rad.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/tPl l Gully 6904 Parke Criteria,DS8.89 and BCSI Building Component Tampa.04 FE3st 0 Safely Information avdloble hrn otruss Plate Institute.218 N.Lee Street.Sulte 312,Alexandria,VA 22314. JobITruss Truss Type ;Qty I Ply 1 RPC General/Pale's Turn/JK I T8485552 J160194 i J01 Corner Jack i 8 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:07 2016 Page 1 I D:Et0?902t3mBsJiY_bthnllzRmPt-xA 1 akHOKN W rFciAVnYk_vkTZK5bJy_zoAoCo?Q7zOCvg I 1-8-14 1-8-14 Scale=1:10.4 2 6.00 1 i, Q11 1 v'> so �T �I/ 1 ►1 ►� 3 3x4= I 1-8-14 1-8-14 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Verl(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 6 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=69/0-5-8,2=52/Mechanical,3=17/Mechanical Max Horz 1=35(LC 12) Max Uplift1=-10(LC 12),2=-35(LC 12),3—1(LC 12) Max Grav1=69(LC 1),2=52(LC 1),3=26(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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Enc.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical 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. ``,�1111111///��', 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10 lb uplift at joint 1,35 lb uplift at joint 2 ,``��Q-t�PcJ .,4 �I,', and 1 lb uplift at joint 3. `,%��` .•'..G E Ns** '4//0 6)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. V �•'•• • No 39380 s •• .5)1(-----* A= 7... •..AT• E___...ii ' ..ez. ;.„__,_ ---,411.-4smr • ..• ,i,1/�s�0NA, -s%• Thomas A.Alban'PE No.39380 M'Tek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,20161 0 WARN94G-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE*61-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with Miloktv connectors.this design Is Ixaed only upon parameters shown,and Is for an Individual txrldkrg component.not a truss system.Before use,the bulking designer must verify the applicabllty of design parameters and properly Incorpotale this design Into the overall MiTek"bulking M ng design. Bracing Indicated Is to prevent buckling or Inddual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal inlay and property damage. Fot general guidance regarding the 6904 Parke East Blvd. storage,delivery,erection and bracing of trusses and teas systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Betiding Component Safety Information avc lable from truss Plate Institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 1 !Job Truss Truss Type Oty Ply I RPC General/Pate's Turn I JK T8485553 1 .1160194 .102 Corner Jack 8 1 I Job Reference(optional) Manning Building Supplies. Jacksonville.FL7.640 s Sep 29 2015 Mask Industries.Inc. Fri Apr 22 10:05:07 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnllzRmPt-zAt akHOKNW rFgAVnYk_VkTZJfblb_zoAoCo?Q7zOCv9 I 3-8-14 3-8-14 Scale=1:15.5 2 6.00 ,2 7 LA N n O 1 -...-, 3 3x4= 3-8-14 l 3-8-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a Na BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. TMiTek recommends that Stabilizers and required cross bracing I ' be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=147/0-5-8,2=111/Mechanical,3=36/Mechanical Max Horz 1=75(LC 12) Max UplIftl=-26(LC 12),2=-74(LC 12) Max Gray 1=147(LC 1),2=111(LC 1),3=58(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.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)0-0-0 to 3-0-0,Interior(1)3.0-0 to 3-8-2 zone;cantilever left and right exposed;end vertical 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 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 `.,011111111/1,_ fit between the bottom chord and any other members. ,,�.•0/ c A, 44 1�Av � 4)Refer to girder(s)for truss to truss connections. I 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 1 and 74 lb uplift at joint 2. `%•��,•�G E N S..--42.� 6)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. • No 39380 • i� Y •- ..:..ri �: .�e,•.,P(Set s.- O R 1 V.�r`�, • �i,��ONA�E00 Thomas A.Alban)PE No.393130 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 , lil . Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.10/03/201S BEFORE USE. ' Design valk1 for use only with MITek'B1 connectors.this design is based only upon parameters shown.and is Tel an Indlvklual building component.riot • a truss system.Before use,the IxNding designer must verily the applicability of design parameters and properly incorporate this design into Iho overall I building design. Bracing indicated is to prevent buckling of indivkdual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal Injury ry and property damage. For general guidance regarding the East Blvd.rubricationrubricationstorage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and S 6904 CSI Building Component Safety Information available horn truss Plato Institute,218 N.Lee Street.Suite 312.Aleoandilo.VA 22514. Tampa.P.Parke E3610 Job Truss Truss Type Qty Ply RPC General/Pere's Turn/JK T8485554 J160194 J03 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:07 2016 Page 1 ID:EtO?902t3mBsJiY_bfhnllzRmPt-xAlakHOKNWrFgAVnYk_vkTZGGbF4_zoAoCo?Q7z0Cvg 5-8-14 5-8-14 Scale=1:20.8 2 6.00 irk 12 8 7 N _. 3 3x4= I 5-8-14 I 5-8-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.09 3-6 >779 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS. (lb/size) 1=227/0-5-7,2=172/Mechanical,3=55/Mechanical Max Horz 1=116(LC 12) Max Upliftl=-42(LC 12),2=-113(LC 12) Max Grav1=227(LC 1),2=172(LC 1),3=91(LC 3) FORCES. (lb)-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=101 mph;TCDL=4.2psf;BCDL=3.0psh h=25ft B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-8-2 zone;cantilever left and right exposed;end vertical 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 ,•%"11111//,.' fit between the bottom chord and any other members. ��`,0 A. 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 42 lb uplift at joint 1 and 113 lb uplift at joint 2. ��%', r-,\•11" •. GENS•••./�-'• • • 6)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. • No 39380 — •• - • . .T• • -_ , r. � � •'e c(\S • SOR1Q• r,\ ',till 1 II ost Thomas A.Albani PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 wit 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid tot use only with Mllekr9 connectors.This design is based only upon parameters shown.and Is tax an individual budding component.not a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate ihk design Into the overall building design. Bracing indicated is to prevent buckling 01 Individual truss web and/or chord members only. Additional temporary and permanent tracing Milek' k always required for stability and to prevent collapse with possible personal Ir f ay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVI'PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from buss Plate Institute,218 N.lee Sheet,Suite 312.Alexandda,VA 22314. Tampa.FL 33610 • e Job Truss Truss Type I Qty Ply RPC General/Pete's Turn/JK 78485555 1 J160194 J04 Caner Jack 4 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 Mack Industries.Inc. Fri Apt 22 10:05:08 2016 Page I I ID:EtO?902t3mBsJiY_.bfhnllzRmPt-PNayxdt y7gz6RK4z6SV8Hg60T?Yfj02K 1 sYZyazOCvf 7-8-14 I 7-8-14 Scale=1:26.0 2 • 6.00 112 8 7a O 1 e z• PM 3 3x4= 7-8-14 II 7-8-14 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.10 3-6 >904 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.30 3-6 >307 180 • BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:32 lb 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 1=307/0-5-7,2=232/Mechanical,3=75/Mechanical Max Horz 1=157(LC 12) Max Uplift1=-59(LC 12),2_152(LC 12) Max Grav1=307(LC 1),2=232(LC 1),3=125(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=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; 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 7-8-2 zone;cantilever left and right exposed;end vertical 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 ``40.11111:::, • fit between the bottom chord and any other members. `,,���PS A �4j� 4)Refer to girder(s)for truss to truss connections. • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59 lb uplift at joint 1 and 152 lb uplift at joint ,,��,�•• ENs...6,_.4 92_.j 2. : •••V. F '• / • 6)"Semi-rigid pitchbreaks with fixed heels-Member end fixity model was used in the analysis and design of this truss. • No 39380 7.-0: .!-- r . .fi �_ �0,iiii /ONA ��0 Thomas A.Albanl PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date; April 22,2016 I 0 WARNING-Verily detlgn parametrrt and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. , pill Desk!)valid for use only with Mllekta connectors.This design fs based only upon pxrareoters shown.and is for an Individual building component not a truss system.Before use,the bulking designer must verily the aur Ac<Minty of design parameters and property 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 tracing MiTek' is always readied for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the EastBlvd. labricatbn.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/Mall Quality Criteria,058-89 and BCSI Bud6904 Betiding Component 69 P.Parke 33610 Safely Information available from Truss Plate Institute.218 N.bee Street,Suite 312,Alexarkn VA 22314. Qty Ply RPC General/Pete's Turn/JK I Job Truss Truss Type 78485556 J160194 JOS Jack-Open 14 l 1 Job Reference(optional) tional i 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:08 2016 Page 1 Henning Building Supplies. Jacksonville.FL ID:Et07902t3mBsJiY_bfhnllzRmPt-PNayxdly7gz6RK4z6SV8Hg6Nx?X5j02K1sYZyazOCvf 8-0-0 8-0-0 Scale=1:26.6 2 �I it 6.00 I12 4 8 7 1 q I a 11 •�, 3 3x4= 8-0-0 8-0-0 -- _-_- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.12 3-6 >815 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.34 3-6 >277 180 BCLL 0.0 • Rep Stress[nor YES WB 0.00 Horz(TL) 0.02 1 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:33 lb 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=318/0-5-7,2=240/Mechanical,3=77/Mechanical Max Horz 1=163(LC 12) Max Upliftl=-61(LC 12),2_157(LC 12) Max Grav1=318(LC 1),2=240(LC 1),3=129(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=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45fh L=24ft;eave--4ft;Cat.II; 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 7-11-4 zone;cantilever left and right exposed;end vertical 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 0011111//ii., fit between the bottom chord and any other members. ,`0%-ANS A. ,q ♦,, 4)Refer to girder(s)for truss to truss connections. r` 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 1 and 157 lb uplift at joint ,0�O•,.�G E N g;:.,74,♦♦♦ 2. :: •• \• ., F •, ." .i 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. No 39380 ='fl-. ' . � ; (4' X .1OR `O• • ,5 % Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 is.f 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10103/3015 BEFORE USE. Design valid for use only with MllekIS connectors.ibis design is bruin only upon parameters shown.and Is for an individual building ng component.not a truss system.Before use,the building designer must verify the applk:oblity of design rxxameters and property Incorporate this design into the overall MiTek' bulling 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 East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seOANSUI'PI1 Qualify Criteria,DSB-a9 and SCSI Building Component 6904690 P.ParkeFL East 0 Safety Information available from imss Plate Institute.218 N.tee Street,Suite 312.Alexandila,VA 22314. r !Job Truss Truss Type Oty Ply RPC General/Pete's Tum/JK T8485557, 1J160194 J06 Jack-Partial Girder 3 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 Mack Industries.Inc. Fri Apr 22 10:05:09 2016 Page 1 ID:EtO?902t3mBsJiYbfhnl lzRmPt-uZ8L9y2au75y3Tf9g90Nptec5PsdS19TG W H6V0zOCye 5-7-8 11-3-0 I 5-7-8 Special • Scale=1:26.5 3 1 1 1 NAILED 4.24 12 12 • NAILED •::-- I ' • 11 2 4 - c n 1 100 b e NAILED O 10 I1 1 nn nn1fl nn g ) 13 14 6 15 5 NAILED1.5x4 !I NAILED 3x4=q 3x4= NAILED 0.0{ 5-7-8 11-3-0 I 8 5-7-2 5-7-8 LOADING(psf) SPACING- 2-0-0 CS,. DEFL. In (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.05 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.15 5-6 >879 180 BCLL 0.0 • Rep Stress Incr NO WB 0.52 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:56 lb 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 BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing r be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=499/0-7-0,3=355/Mechanical,4=375/Mechanical Max Horz 1=162(LC 21) • Max Uplift)=-152(LC 8),3=-233(LC 8),4=-130(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-908/258,10-11=-816/266,2-11=-797/258 BOT CHORD 1-13=-370/815,13-14=-370/815,6-14=-370/815,6-15=-370/815,5-15=-370/815 WEBS 2-6=0/294,2-5=-882/400 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsi;h=2511;B=45ft;L=24ft;eave=41t;Cat.It; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical lett 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. . 0%11111i/1.1 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. ,`` "p,1/4S A. • rQ , 4)Refer to girder(s)for truss to truss connections. s•%% ` �• � • ` ,�� 2'i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 152 lb uplift at joint 1,233 lb uplift at joint 3 � k�,• V GEN S' •e'9•• , ii and 130 lb uplift at joint 4. No 39380 % 6)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used In the analysis and design of this truss. y 7)'NAILED"indicates 3-tOd(0.148"x3")or 2-12d(0.148"x3.25")toe nails.For more details refer to MiTek's ST-TOENAIL Detail. * a_ 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated foad(s)183 lb down and 170 lb up at •• 11-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. ..-p• s 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 5::::::C:41/47,71::::: T. ' �(/ ,R a6. i1� �/� LOAD CASE(S) Standard ,t� 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25• '��i ``SS�,� R �•w`�j���, Uniform ) Verttll 3 s f 60,4-7=-20 ��.,��N A�E`�•�� Concentrated Loads(Ib) Vert:3=-183(B)11=-26(B)12=-87(B)13=-3(B)14=-7(B)15=-27(B) Thomas A.Alban)PE No.39380 Mitek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 ' Date: April 22,2016 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MII EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mi. : Design valid for use only with MITekB connectors.This design Is based only urxsn parameters shown,and Is for an Individual building component,not a Inas system.Before use,the building designer must verify the applicability of design txxameters and properly I cortxxote this design Into the overall billing 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 stablity and to prevent collapse with possVle personal injury and properly damage. For general guidance regarding the fataication,storage,delivery,erection and bracing o/tnssesand truss systems,we-ANSI/TPII Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. 11 Safety Information alydlable from truss Plate Institute,218 N.Lea Street,Suite 31'l,Alexandria,VA 22314. Tampa,FL 33610 - I 1 d * ) Job l Truss Truss Type Oly Ply RPC General/Pete's Turn/JK T8485558 1J160194 I JO6A i,Jack-Panial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Apr 22 10:05:09 2016 Page 1 ID:Et0?902t3mBsJiY_bfhnl IzRmPt-uZ8L9y2au75y3Tf9g90Nptec5PsdSI9TGW H6V0zOCve I 5-7-8 11.3.0 5-7-8 5-7-8 3Scale=1:24.8 ti NAILED NAILED 4.24 rii 12 3x4 I ' NAILED 2 11 9 o •• " ¢ e NAILED `* 10 1 1 wf 'al1 1 ri - 1 1 no ',1 , 13 14 6 15 5 NAILED1.5x4 'I NAILED 4 3x4= NAILED 3x4= 0-0{ 5-7-8 11-3-0 I 0-0-6 5-7-2 5-7-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.05 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.15 5-6 >879 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.52 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:56 lb 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 BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. WEBS 2x4 SP No.2 rMiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (Ib/size] 1=499/0-7-0,3=172/Mechanical,4=375/Mechanical Max Horz 1=162(LC 8) Max Upliftl—152(LC 8),3=-108(LC 8),4=-130(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-908/258,10-11=-816/266,2-11=-797/258 BOT CHORD 1-13=-370/815,13-14.370/815,6-14=-370/815,6-15=-370/815,5-15=-370/815 WEBS 2-6=0/294,2-5=-882/400 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=251t;B=45ft;L=24tt;eave=4th Cat.II; Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 111111 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 s��t,11 /)ri"I • lit between the bottom chord and any other members. ���O�P`S A A�B,'j�� 4)Refer to girder(s)for truss to truss connections. s% •Z` ..•\G E N S;•. 14, i� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 152 lb uplift at joint 1,108 lb uplift at joint 3:� k .• vtS '=. • and 130 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. No 39380 .. 1 " 9 tY ys 9 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,loads applied to the face of the truss are noted as front(F)or back(B). • _ • LOAD CASE(S) Standard .•. —•.T•. ' • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6 - • .e - .•((/kz td 4 Uniform Loads(pit) ..de' "- •4 n•'.\• ��,•• • Concen ratt 1 =26(F)) 2=87(F)13=-3(F)14=-7(F)15=-27(F) ''',iiIS/ON Pa- N-SS% 111111111 Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 Mill i 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103r2015 BEFORE USE. pigi Design valid for use only with MlTeka connectors.This design Is based only urx>n I xnameters shown,and is for an Individual building component,not a truss system.Before use,the bulking designer must verify the applicability ility of design parameters and properly Incorpxurufe this design into the overall bulking design. Bracing Indicated R to prevent truckling or Irrilvdual truss web and/or chord members only. Adclkonal temporary and permanent bracing Mile k Is always requked for slabltly 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.seOANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. I Sdety Information available from truss Plate institute,218 N.Lee Street.Suite 312, Iexa dna,VA 22314. Tampa.FL 33610 e • 3 Job Truss 'Truss Type I Oty Ply RPC General/Pete's Turn/JK T8485559 J760194 J07 Jack-Partial Girder 3 7 Job Reference(optional) Manning Building Supplies. Jacksonville.FL7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:10 2016 Page 1 I D:EtO?902t3mBsJiY_bfhnllzRmPt-MIijM13Cf RDphdELEsXcMSBnnpDSBDAcUA1 f 1 SzOCvd 558I 10-11-0 I I 5-5-8 5-5.8 3 NAILED 4.24 FIT 11 NAILED I 354 2 ca 4. i., I— o NAILED 10 � ' 1213 5 r 6 NAILED1.5x4 NAILED 4 354= NAILED 3x4= ap 6 5.5-2 I 10-11-0 i abs 5-5-2 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.05 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.14 5-6 >936 180 BCLL 0.0 * Rep Stress Incr NO WB 0.47 Horz(TL) 0.02 4 n/a n/a Weight:541b FT=20% BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) i 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 BOT CHORD Rigid ceiling directly applied or 9-10-1 oc bracing. WEBS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=482/0-7-0,3=173/Mechanical,4=364/Mechanical Max Horz 1=157(LC 8) Max Upliltl=-146(LC 8),3=-110(LC 8),4=-125(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-874/248,2-10=-785/256 BOT CHORD 1-12=-356/784,6-12=-356/784,6-13=-356/784,5-13=-356/784 WEBS 2-6=0/284,2-5=-849/386 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24f1;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical 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. .‘�1111111///� 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 `,����PS A. A "it fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. O• \ ..... 446, N. .. • e'9iL♦♦ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 146 lb uplift at joint 1,110 lb uplift at joint 3 :.• k,••�, C' `SF•••• / ♦• and 125 lb uplift at joint 4. • No 39380 •; • 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used In the analysis and design of this truss. * r 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,loads applied to the face of the truss are noted as front(F)or back(B). -o: .�' • e LOAD CASE(S)Standard i. e • T' d1- .•••�W 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25h Uniform Loads(pit) ,e� • 4 Vert:1-3=-60,4-7=-20 ♦♦♦`s• •0 R 1 v•.�;��� ConceniVerttl6=-7(F)Loads( )2=-26(F)11=-87(F)12=-3(F)13=-27(F) ♦it�i,„ N A'itisiii� s% Thomas A.Albans PE No.39380 MiTek LISA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. mn Design valid for use only with MltekE connectors.this design Is based only upon parameters shown,and Is for an kidlvid al building component,not a truss system.Before use,the toping designer must verity the o ppliCabillty of design txxameters and properly incorporate this design Into the overall MiTek" bullring design. Bracing Indicated is to prevent buckling of individual truss web and/or chord mebers only. general Additional temporary ond regardingpthe permanent braces �� Is always required for stability ani to prevent collapse with possble personal Injury and property damage. Parke Eat Blvd. fabrication.storage,delivery,erection and bracJng of Masses and truss6904 as systems.senANSI/tPtl Quality Criteria.DSB-89 and BCSI Building Component Sanity Information available from truss Plate Institute,218 N.Lee Street,Salle 312,Alexandria,VA 22314. Tampa.P.FL 33610 i n a■ Job I Truss !Truss Type j OW Ply RPC General/Pete's Turn/JK I I 18485560 J160194 I JO7A Jeck-Partial Girder 11 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Apr 22 10:05:11 2016 Page 1 I D:Et0?902t3mBsJ iY_bfhnllzRmPt-gyG5Ze4gQIMglnpYna3rvIjyXCZKwgQmjqmDZuzOCvc 5-5-8 10-11-0 5-5-8 5-5-8 3 Scale:1/2•=1' 'A' NAILED 4.24 12 11 NAILED 1 3x4 2 O NAILED ibilibilmmill..._. mim y,": to 1 1 r 12 6 13 5 NAILED NAILED 1.5x4 11 4 3x4- NAILED 3x4= 5-5-8 10-11-0 i T6 5-5-2 5-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.05 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.14 5-6 >936 180 BCLL 0.0 " Rep Stress Incr NO WB 0.47 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:54 lb FT=20% — — —_i_ 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 BOT CHORD Rigid ceiling directly applied or 9-10-1 oc bracing. WEBS 2x4 SP No.2 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=482/0-7-0,3=173/Mechanical,4=364/Mechanical Max Horz1=157(LC 8) Max Uplift/=146(LC 8),3=-110(LC 8),4=-125(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-874/248,2-10=-785/256 BOT CHORD 1-12=-356/784,6-12=-356/784,6-13=-356/784,5-13=-356/784 WEBS 2-6=0/284,2-5=-849/386 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25f1;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical 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. 0111111111/1, 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 `Ott S A, -4 fit between the bottom chord and any other members. ``S oOP 014 1 4)Refer to girder(s)for truss to truss connections. ♦ -9 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 146 lb uplift at joint 1,110 lb uplift at joint 3 ,*•A' ••�,\G E N SF••• i, °• and 125 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. No 39.380 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,loads applied to the face of the truss are noted as front(F)or back(B). j :1)2* ----- LOAD LOAD CASE(S) Standard W-. •T, • k! 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 >` � .**44.1 • Uniform Loads(pit) 0�.� / O•��. ��,� Vert:1-3=60,4-7=-20 4'• LSI••••9 R •• �j,�� Concentrated Vert:6=-77(B)ds(2,-26(B)11=-87(8)12=-3(B)13=-27(B) �'li�61/ON A�'- stt Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 22,2016 tu 0 WARNING-Verilydesign parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE. t Deslga valid for use only with Mllek&connectors.This design Is tx ed only upon rxirameters shown,and is for on 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 bUdkng design. 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N O�7" iX"�aj m N c° `� `,D IR 3 0a ° o a-a, m6 $ ° m pO N 75 Z b m �� o ,0 3 0 g c0 F CD cn MIL LANCE H INS AEOEOVE \ }b 4 (16 ***-----Th JUN 3 2016 0 REVIEWED Jacksonville Fire Prevention Div AU6 0 If 2016 Cl NO EXCEPTIONS # '�// D EXCEPTIONS AS NOTED , 1SHEET# . • NDEX 'DRAWING ,, 4,, ,., . ,.. . *'--- ARCHITECTURAL CO PLAN A5.20 DOOR&WINDOW FLASHING DETAILS N A6.10 STAIR NLAR E• PLANS&DET• I S A6.10 ELEV./LIFT ENLARGED PLANS &SECT.DET. vtI- -/ i - •1 SIGN CRITERIA M0.01 MECHANICAL SYMBOLS AND NOTES t.FRAMING PLAN M1.00 MECHANICAL PLAN M2.00 MECHANICAL DETAILS M2.01 KITCHEN HOOD DETAILS S ELECTRICAL DETAILS E0.01 ELECTRICAL SYMBOLS AND NO T° E1.00 ELECTRICAL POWER PLAN CP41_E2.00 ELECTRICAL LIGHTING PLAN E3.00 ELECTRICAL SCHEDULES LOCATION PLUMBING elimb AMN P0.01 PLUMBING SYSMBOLS AND NOTES • P1.00 PLUMBING UNDERGROUND PLAN ECTED CLG.PLAN P2.00 PLUMBING ABOVE GROUND PLAN NS P3.00 PLUMBING RISERS SNS A E ONS Z\ TAILS KE- 1 KITCHEN PLAN ULS — Li-LI-11- ..1.. __ 1 REVIEWED FOR CODE COMP i t1 ui L 1 CITY OF ATLANTIC BEA( LL1 ��_ j � SEE PERMITS FOR ADDITION II I : I ( REQUIREMENTS AND CONDITI i REVIEWED BY: --A''-\ DATE: U l 1 1 I a ,_i_11 I IL ! I! . . i , i iiI ' I ( , I 7_1.__i_"Til_1-T_l..T_1_ T.�..T_L� ` I 1 i � ' r CIVIL 1 PAVING AND DRAINAG 2 WATER AND SEWER PLS STRUCTURAL S0.1 GENRAL NOTES AND Dl D U C H s1.1 GROUND FLR. &2ND FL S1.2 ROOF FRAMING PLAN S2.1 FOUNDATION DETAILS S2.2 DETAILS AND SCHEDUL S2.3 DETAILS S2.4 FRAMING SECTIONS AIS TURE 4. . _T_ ,1�,;_ A0.00 COVERSHEET LS1.10 LIFE SAFETY PLAN 2 A1.10 FIRST& SECOND FL( 0004 14Plili A1.30 1ST&2ND FLR.REFI dral Place, Suite 405, St. Augustine, Florida 32095 A2.10 EXTERIOR ELEVATI( )ffice: 904.626.3454 Fax: 904.302.9850 A2.20 EXTERIOR ELEVATI( . 0 :UL,INGANDW•L A1.40 DOOR&WINDOW DI A5.10 BUILDING WRAP DET