Loading...
1608 MARITIME OAK DR - TRUSSES nd prior to sta ation. Otherwise, said claim will be denied. inLOADING CRITERIA Roof Floor Top Chord Live Load 20 40 p•a.f• Top Chard Dead Load 7 10 p•s.f,�' rugsrumBottom Chord Live Load 0 0 p.s.f, O Bottom Chord Dead Load 10 5 _ p.0-f. 1 "TI ; Total Load 37 55 • p.sJl Duration Factor 125 , 1.00 some F ---- :IL---- _—_ ^ Building Code FBC 2014 RES \• �♦ 14 Wind Standard ASCE 7-10 —— Wind Speed 130 m.p.h. 14'6 1/2" 4'0" ft 3'B" O Wind Usage RES.CAT II Building Exposure C Building Type Closed s< .. NOTE N Y2 �A ' It is the responsibility of the building designer or architect to -+ i3 t provide an appropriate connection for trusses to su ting u iiik •-•-,-- structure per reactions shown on truss engineering.Special �1i �i considerations for mechanical equipment and/or plumbing(and ! QV ii their connections)in truss space must be diagrammed by the builder an approved truss layout poor to fabdcaton. --4 J ManningBuilding rb Supplies is a truss manufacturer whose responsibilities are limited to those descnbed in WTCA 1-1995 • pr - .1J' 1p (sections 6.0 and 7.0).Accordingly.it disclaims any 7 0 '� --._9'3 1/2_----_---.- responsibilities for the the construction design.drawings. _.-...'.., documents including the installation and bracing of trusses Li manufactured by Manning Building Supplies. • u �Vi m co •,.. , =� i, '`.;1 Warning: 4-� ) '�` J16 W W w J16 Conventional framing.erection and/or permanent bracing is not the responsibility of the truss designer,plate manufacturer,or ii 9'31/2' -_--, truss manufacturer Persons erecting trusses are cautioned to u7----- `-' -- seek professional advice regarding erection bracing which is _i - Rad i] F.,- 3' i always required to prevent toppling and donlinoinp during it 1 alb page ix b n"- t� erection;and permanent bracing which may be required in n 3'd'_ 3'0"„ specific applications.See'Bracing wood trusses commentary u '•. •and recommendations(BCSI 1-03)for further information. • ri �' i P. J16 J16 Trusses shall be installed in a straight and plumb position. 7 Mere no sheathing is applied directly to Me top and/or bottom 1� ' T-. .`a ' dermis,they shall be braced as with ed on the engineered Pr 1co dip 1 'design.Tmsses shall be handled reasonable care duh 4 J03 ^0 yip v erection to prevent damage or personal iryury. _...--'-- J04 Tower Roof i..•+..• " / .•..r•s.:rLw.r I u / 9 J06 / �/ 70"\ 50-' JOS t .� t // J04 • 10 �.r:r 1\ `MOM ... Ig --te tik ,� 't �.. Jek. J03Fir IyPTcarTnue - ii J1 lit bk-'; '.----‘- "'.ar r _ ORM•II.WON. .0-r t is 0-.r a `1 L""wr .n • 0" 2'0" TO �y • • �� �� ' -( a rico j-. 7Slpici Tow ,J10 ' S .J09 . .1"..‘�JOB 270' Engineer of Record: • Douglas V.Lucas-FL PE#49489 • 4(712627 San Jose Blvd#603, Jacksonville Beach,FL 32223 Douglas V. Lucas, RE. Date (1 , �-- --� -- Manning Building Submittal for: Lucas&Scott Engineering, inc supplies, INc. • 11155 P vil Parkway Dr.E. APPROVED BS Jacksonanville,FL 32256 phone:(904)268-8225 Fax:(904)260-2981 APPROVED AS NOTED WJWJMBSBS-C COM __ I JAXTRUSS(BMBS CORP COM • NOT APPROVED Customer JA Long Inc Job Name Hufnagel Residence Loralk/SubdiV134//Atlantic Beach Country qtb Soele.—DaM: con*: INX ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 van=r-0" 3/16/2O16' JB [J160038 —._ Allclaimsfor error or defective material must be made within 5 days of receipt of goods 607" 10 a 22 10' 8'0" 17'61f2 *-- I III 31' I �p 1 N N N :I ► �- yyqQ y��j A 7 J25 o S' o $ o oma) ���- 3) $ TUr TU i5 jp ✓✓ A r Y Y Y Y Y Y 1 J J -- -e- �--- - ! 1.176 J25 = I24" o.c. p I 24 oz. ' J26 J36 J27 Co a z 3 / m' I _ - �j N 1 4.-r l' DI 4 r a 24 0.C. 24 — — ---- ---- --------- --- — .- 2'0" •0";1 s i U i I q1 1 7111. u - � 1! 7 �L- 1i1_ in k'n `H- ,- J271 1.-_ IZETH.n,-Ann_ = 13 7'Cr Sr I J26 u• 1J10 1 $ g $ e 1 J25 r :.1 1 M011 4) _.� , to z. b : `,i NI ,, -,. :_ - «tom::. ,_ ✓ j , -.-_,:::-,27....z._ 19 9" 7.6. 15 10 1a 0" — -- I Wall Height Legend �1/,19'1-1/8"Wall FTa ger C T.U i''L'=n 10'1-1/8"Wall HTU26 T -3'F F-1141-1/8"Wall:, 17'1-1/8"Wall I FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354 ...BLUE Builder: Job Information JA Long Inc Job#: J160038 1677 Wells Rd Ste D Orange Park, FL 32073 File#: (904) 264-3073 rit'S) Salesman:George Hathcock Designer: James Bratcher Manning Building Supplies PAGE 1 [ Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com - Hufnagel Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 03/16/16 1608 Maritime Oak Dr Del. Date: / / Atlantic Beach, FL 32233LIIIIIIIIIIIIIMIIIIIIII. Cover Sheet russ Level: PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP 60- ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT ® 1 5.00 0.00 A01 10-04-00 10-04-00 2 X 4 2 X 4 04-08-00 ® 1 5.00 0.00 A02 10-04-00 10-04-00 2 X 4,2 X 4, -- -- 04.09-14 ® I 1 5.001 0.00 B01 21-08-00 21-08-00 2 X 412 X 81 04-06-00 I.J 1 5.00 0.00 - 802 21-09-08 21.09-08 2 X 4 2 X 4 05-04-00__ 615:11?-%) 1 5.00 0.00 B03 21-09-08 21-09-08 2 X 4 2 X 4 06-01-11 --- 1 5.00 0.00 B04 21-09-08 1 21-09-08 2 X 4 2 X 6 ----- 06-03-03 • ® 1 5.00 0.00 B05 21-09-08 21-09-08 2 X4'2 X 6 06-03-14 -® 1 5.00 0.00 CO1 14-07-1414-07-14 2 X 4 2 X 6 - 07-00-10 --® 1 5.00 0.00 - CO2 14-07-14 14-07-14 11!2 X 4 2 X 61 '- - 07-10-10 ® 1 5.00 0.00 CO3 14-07-14 14-07-14 2 X 4 2 X 6 08-08-10 1 I l-_ 2 Ply 0.00, 0.00 001 09-01-00 [ 09-01-00 2 X 6 2 X 6 03-00-00- ' '' 1 2 Ply' 0 00 02 0.00 08-09-08 08-09.08 2 X 4 2 X 4 03-00-00 I�� Ii 1 yd 1 i� y 2 Ply 0.00 0.00 D03 09-00-00 09 00 00 2 X 6 2 X 6 03-00-00 ® 2 7.00 0.00 E01 09-03-08 09-03-08 2 X 4 2 X 4; 02-04-00 1 7.00 0.00 E02 09-03-08 09-03-08 2 X 4 2 X 4 03-03-01 _ _ 11_ 1 _5.00 0.00 G01 09.10-00 09.10-00 2 X 412 X 4 _- - 03-08.00 IY4 ill 1 5.00' 5.00 _ G02 18-10-08 18-10-08 2 X 4 2X_6 04-04-00 .^�_ _ 1 _5.00 5.00 G03 18.10-08 18-10-08 2 X 4 2 X 6 --'-----�_ _ - -^_-----^ 05-02-00 -- 1 5.00. 5.00 G04 18-10-08 16-10-08 2 X 4 2 X 6^ - ' 01-11-00 06-00.00 ma.5SE 1 5.00 5.00 G05 18-10-08 18-10-08 '2 X 4 2 X 8 01-11-00 06-10-00 ® 1 5.00 0.00 G06 18-10-08 18-10-08 2 X4 2 X 4 01-11-00 07-08-00 •lit.- • 1 5.00 0.00 G07 38-11.00 38.11-00 2X4 2 X4 05-00-00 08-06-00 ®II 5.00 0.00 G08 38-11-00 ' 38-11-00 •2 X4 2 X4. 05-00-00 I I 08.08-OS , rBuilder: Job Information JA Long Inc riJob 1677 Wells Rd Ste D Orange Park, FL 32073 File#: (904)264-3073 llISIII #: J160038 Salesman:George Hathcock Designer: James Bratcher Manning Building Supplies PAGE 2 Job: Jacksonville, FL 32256 jaxtruss©mbs-corp.com Hufnagel Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 03/16/16 1608 Maritime Oak Dr -immiimaillir 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 BO-- ID SPAN SPAN TOP 80T LEFT RIGHT LEFT RIGHT LE-Fr RIGHT 4 5.00 000 G09 38-11-00 38-11-00 2 X 4 2 X 4 . 08-08-05 • 1 •a=15:1521:2111-1 2 Ply 5.00 0.00 010 38-11-00 38-11-00 2 X 4 2 X 6 08-08-05 1 • denStgaa2 , -4 . 2 Ply 5.00 0.00 H01 35-07-00 35-07-00 2 X 4 2 X 4 03-06-00 ..IICSIMMISt.. I 1 5.00 0.00 H02 35-07-00 35-07-00 2 X 4 2 X 4 04-04-00 _ dt1Sliger.C) 1 5.00 0.00 1103 31-07.06 31-07-06 2 X 4 2 X 4: 05-02-00 •?...1(1771)414/ 1 5.00 0.00 1104 1 31-07-06 31-07-06 2 X 4 2 X 4 06-00-00 - --r 1 5.00 0.00 H05 1 31-07-06 31-07-06 •2 X 4 2 X 4 06-10-00 aZ112113 1 5.00 0.00 H06 : 31-07-06 31-07-06 2 X 4 2 X 4' 07-08-00 2 3.54 0.00 J01 07-00-02 07-00-02 2 X 4 2 X 4 0407-12 0.00 J02 06-09-02 06-09-02 ,2 X 4.2 X 4. . 04-06-14 g _ 4 5.00 0.00 J03 01-00-00 01-00-00 2 X 4 2 X 4 03-00-00 L 4 5.00 0.00 .104 03-00-00 03-00-00 2 X 4 2 X 4 03-10-00 2 5.00 0.00 J05 05-00-00 05-00-00 2 X 4 2 X 4 04-08-00 - fS:1 2 3.541 0.00 J06 09-10-01 09-10-01 2 X 4 2 X 4 I 04-05-12 es:1 2 3.541 0.00 J07 09-07-01 09-07-01 2 X 4 2 X 4 : 04-04-14 r1 4 5.00 0.00 .108 01-00-00 01-00-00 2 X 4.2 X 4 02-00-00 .. 4 5.00 0.00 J09 03-00-00 03-00-00 .2 X 4 2 X 4 ' 02-10-00 4 5.00 0.00 J10 05-00-00 05-00-00 2 X 4 2 X4 - -- . 03-08-00 2 5.00 0.00 J11 07-00-00 07-00-00 2 X 4 2 X 4: 04-06-00 ECK 1 5.00 0.00 J12 07-00-00 ' 07-00-00 2 X 4 2 X 6 04-06-00 -• fa< i 1 !4___5.00 0.00 J13 07-00-00 07-00-00 2 X 4 2 X 6 I 04-06-00 • -1--- i 41 4.95 0.00 J14 04-02-03 04-02-03 2 X 4 2 X 4 I 02-03-11 r0f, ' I 4 , 4.951 0.00 J15 03-11-03 1 03-11-03 2 X 412 X 41 1 t i 02-02-07 ____ r Builder: Job Information JA Long Inc Job#: J160038 1677 Wells Rd Ste Dtr Orange Park, FL 32073 File#: (904)264-3073 Ill 'SI , Salesman:George Hathcock Designer: James Bratcher Manning Building Supplies PAGE 3 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Hufnagel Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 03/16/16 1608 Maritime Oak Dr - MEI Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet i Truss Level: PROFILE QTY MIMI BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN EMI BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT j 8 7.00 0.00 J16 01-00-00 01-00-00 2 X 6 2 X 4 01-02-00 1e 6 7.00 0.00 J17 03-00-00 03-00-00 2 X 4 2X4 02-04-00 1 3.54 0.00 J23 09-10-01 09-10-01 2 X 4 2 X 4 03-05-12 1 I 3.54 0.00 J24 09-07-01 09-07-01 2 X 4 2 X 4 03-04-14 6 12 5.00 0.00 J25 01-00-00 01-00-00 2X4 2 X 8 -- ---_ • 01-00-00 -_- 8 5.00 0.00- J26 03-00-00 03-00-00 2 X 4 2 X 4 y � 01-10-00 7 5.00 0.00 J27 05-00-00 05-00-00 2 X 4 2 X 4 02-08-00 1 5.00 0.00 J28 05-00-00 05-00-00 2 X 4 2 X 4 j 02-08-00 2 5.00 0.00 J29 07-00.00 t 07-00-00 2 X 4 2 X 4 03-06-00 tg43, 2 3.54 0.00 J30 04-10.10 04-1010 2 X 4 2 X 4 00-00-06 02-00-04 8g 2 3.54 0.00 J31 04-07-10 04-07-10 2 X 4 2 X 4 01-11-06 2 5.00 0.00 J32 02-08-13 02-08-13 2 X 4 2 X 4 01-08-11 ies < 3 3.54 0.00 J33 09-10-01 09-10-01 2 X 4 2 X 4, _ 03-05-12 3 3.54 0.00 J34 --� 09-07-01 09-07-01 2 X 4 2 X 4' - - 03-04-14 -- 12 5.00 0.00 J35 07-00-00 07-00-00 2 X 4 2 X 4'- 03-06-00 ® 1 5.00 0.00 J36 07-00-00 07-00-00 2X 4 2 X 61 03-06-00 1 5.00 0.00 J37 03-06-00 03-06-00 2 X 4,2 X 4 I 02-00-08 1 • 2 Ply 5.00 0.00 K01 38-11-00 38-11-00 2 X4 2 X 6 07-11-05 1 5.00 0.00 K02 38-11-00 38-11-00 '2 X 4 2 X 4 07-11-15 •e^" "" "1% 1 5.00 0.00 K03 37-02-00--- 37-02-00 2 X 412 X 4' 07-11-15_ 1 5.00 0.00 K04 37-02-00 37-02-00 2 X 4 2 X 4 -- --_ -__ - 07-11-15 1 1 5.00 0.00 K05 37-02-00 37-02-00 2 X 4 2 X 4 07-11-15 1 5.00 0.00 K06 37-02-00_1_37-02-00 I_ -` - _ 07-11_15--- - LBuilder: trill Job#:Job Inforation JA Long Inc J160038m 1677 Wells Rd Ste D Orange Park, FL 32073 File#: (904)264-3073 Salesman:George Hathcock Designer: James Bratcher Manning Building Supplies PAGE 4 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com — Hufnagel Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 03/16/16 1608 Maritime Oak Dr — 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 BOID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 5.00 0.00 K07 37-02-00 137-02-00 2 X 4 2 X 4 , 4 08.06.00 ® 1 l 2 Ply 5.001 0.00 K08 38-11-00 38-11-00 2 X 412 X 6 ' 08-08.05 2 2.00 0.00 L01 15-10-04 1 15-10-04 2 X 4 2 X 4 ---__— 06-07-15 2 2.00 0.00 L02 15-10-04 15-10-04 2 X4 2 X 4: 07-02-04 ® 4 5.00 0.00 M01 22-09-12 22-09-12 2 X 4,2 X 4 08-08.05 2 Pty 0.00 0.00 NO1 08-11-00 08-11-00 2 X 6 2 X 6 07-02-04 2 Ply 5.00 0.00 RO1 10-00-00 ' 10-00-00 2 X 4 2 X 6 -- -- -; 02-00-08 ITEMS LIY PLY( ITEM TYPE SIZE LENGTH f NOTES I FT-IN-16 I 5 Hanger HGUS26-2 ----__— - 111 3' Hanger HTU28 l---_-- ------_ 2 Hanger ---- THJAZS �- - -- mum 11111111' Lumber design values are in accordance with ANSIJTPI 1 section 6.3 These truss designs-rely.en.,lumber values established by others. OFFICE COPYMiTek' RE: J160038 -JA Long - Hufnagel Resd -JB MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: JA Long Inc Project Name: Hufnagel Residence Model: Lot/Block: 134 Subdivision: Atlantic Beach Country Club Address: 1608 Maritime Oak Dr City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one,for the building. Name: Douglas V. Lucas License #: 49489 Address: 12627 San Jose Blvd. #603 City: Jacksonville State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 76 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# I Truss Name 4 Date . 1 T8236475 A01 3/15/016 18 ,T8236492 1 G03 3/15/016 c 2 i T8236476 i A02 3/15/016119 T8236493 ;004 3/15/016 6 13 1T8236477 11301 3/15/016 120 118236494 1 G05 3/15/016 c 4 1T8236478 11302 3/15/016121 T8236495 I G06 3/15/016 — aa, E- 5 1T8236479 1E303 3/15/016 122 T8236496 'G07 3/15/016 OZ 6 T8236480 11304 3/15/016123 T8236497 008 3/15/016 17 1T8236481 1 B05 3/15/016124 T8236498 I G09 3/15/016 n w co > 8 1T8236482 1C01 3/15/016125 ,T8236499 G10 1 3/15/016 0 0 O 9 T8236483 'CO2 3/15/016 126 T8236500 H01 13/15/016 10 T8236484 CO3 3/15/016 127 T8236501 H02 [3/15/016 w• fB O > > d 11 T8236485 D01 3/15/016128 T8236502 H03 13/15/016cl- CL CL Q a. 12 T8236486 D02 3/15/016 129 T8236503 H04 1 3/15/016 3 Q Q Q p- O 13 T8236487 D03 _13/15/016130 T8236504 H05 1 3/15/016 L Q Q Z 14 T8236488 E01 3/15/016131 T8236505 H06 13/15/016 ° 15 T8236489 E02 3/15/016132 T8236506 K01 13/15/016 w, o 116 i T8236490 ;001 3/15/016133 ;T8236507 K02 f 3/15/016 `—° '.g/ 117 118236491 I 002 3/15/016134 I T8236508 I K03 13/15/016 0 0 co The truss drawing(s) referenced above have been prepared by MiTek �.��%%%$IIIIitilit, Industries, Inc. under my direct supervision based on the parameters `C t 1' A. A<4?-�7 , provided by Manning Building Supplies. `�.`,�•Z�••.0 C•E IV S�...4,,I,• , Truss Design Engineer's Name: Albani, Thomas • or• " :o My license renewal date for the state of Florida is February 28, 2017. = '• ,, IMPORTANT NOTE:Truss Engineer's responsibility is solely for 13STATE OF :•it/ design of individual trusses based upon design parameters shown :O •. <v: on referenced truss drawings. Parameters have not been verified ',,'�� :• < O R t O P.• ,.� as appropriate for any use. Any location identification specified is ',`,ss/.ONA1- C.4 N•N for file reference only and has not been used in preparing design. I-n/111 mo- Suitability of truss designs for any particular building is the Thomas A.Mani PENo.39380 responsibility of the building designer, not the Truss Engineer, MlrekUSA.Inc.FLCert 6634 6904 Parke East Blvd.Tampa FL 33610 per ANSI/TPI-1, Chapter 2. Date: March 15,2016 Albani, Thomas 1 of 2 RE: J160038 - JA Long - Hufnagel Resd - JB Site Information: Customer Info: JA Long Inc Project Name: Hufnagel Residence Model: Lot/Block: 134 Subdivision: Atlantic Beach Country Club Address: 1608 Maritime Oak Dr City: Atlantic Beach State: FL No. t Seal# I Truss Name Date 35 T8236509 K04 3/15/016 16 T8236510 K05 3/15/016 L37 T8236511 KO6 3/15/0161 138 T8236512 K07 ; 3/15/0161 !39 T8236513 K08 (3/15/0161 40 T8236514 L01 1 3/15/0161 41 T8236515 L02 3/15/016 42 T8236516 M01 3/15/016 43 T8236517 NO1 3/15/016 44 118236518 I R01 3/15/0161 45 118236519 1J01 3/15/016 46 118236520 1J02 3/15/016 147 118236521 1J03 _ 3/15/016 148 I T8236522 1J04 3/15/016 49 18236523 J05 3/15/016 150 118236524 1J06 3/15/016 151 118236525 I J07 3/15/016 152 T8236526 IJO8 3/15/016 153 T8236527 1J09 3/15/016 54 T8236528 1J10 3/15/016 55 T8236529 1J11 3/15/016 156 T8236530 1J12 3/15/016 157 T8236531 J13 3/15/016 L58 T8236532 J14 3/15/016 [59 T8236533 J15 3/15/016 60 T8236534 J16 3/15/016 161 T8236535 1J17 3/15/016 162 T8236536 'J23 3/15/016 163 T8236537 J24 _- 3/15/0161 164 T8236538 J25 3/15/0161 165 T8236539 1J26 3/15/016 1 166 I T8236540 !J27__ 3/15/016 167 T8236541 J28 3/15/016 168 T8236542 J29 3/15/016 169 T8236543 J30 3/15/016 170 _ T8236544 J31 3/15/016 [71 T8236545 J32 3/15/016 172 - T8236546 J33 3/15/016 173 T8236547 J34 3/15/016 174 T8236548 1J35 3/15/016 175 T8236549 1J36 3/15/016 176 T8236550 1J37 3/15/016 2 of 2 Job Truss Truss Type Oty Ply I JA Long-Hulnagel Resd-JB T8236475 J160038 A01 Hip Girder 1 1 , 4 Job Reference(optional) Manning Building Suppees. Jacksonville,FL 7.640 a Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:00 2016 Page 1 ID:i7SB WTUNnZcL68Zggj?YcXzd3pU-W 8jaFeXdorFy5HN t HIT83E3skW D?8_UO?rxvgWzah2P 5-0-0 5-9-0 10-4-0 5-0-0 0-9-0' 4-7-0 Special 4x4= Special Scale=1:33.8 454 5.00 Fl 2 3 i w al 3x4 3x5 4 1 - I •� � V N�I • 9 7 6 10 5 8 3x6 II 3x4_3x4- 3x6 I NAILED NAILED Special Special 5-0-0 5.9-0. 10-4-0 I 5.0-00-9-0' 4-7-0 LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.05 7-8 >999 180 BCLL 0.0 * Rep Stress Inco NO WB 0.39 Horz(TL) -0.00 5 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 i (Matrix-M) Weight:66 lb FT=20% 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 6-11-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=752/Mechanical,5=785/Mechanical Max Horz8=150(LC 7) Max Uplift8=-589(LC 8),5=-629(LC 8) Max Grav8=755(LC 17),5=785(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-766/701,2-3=-661/677,3-4=-760/703,1-8=-699/594,4-5=-741/636 BOT CHORD 6-7=-721/685 WEBS 1-7=-752/713,4-6=-776/744 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25th B=45(1;L=24ft;eave=4th Cat.II; ,'� 1��, Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ,�0% S A. i,�� plate grip DOL=1.60 `•� �P Ade ,• 3)Provide adequate drainage to prevent water ponding. •• `�`�••••GENS•, i i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� A , �,\ fit`••,2/ 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. NO 39380 • 6)Refer to girder(s)for truss to truss connections. ---* i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 589 lb uplift at joint 8 and 629 lb uplift at Z. joint 5. °' 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. l' �. _":._ T •• W 9)"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. . 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)136 lb down and 240 lb up at i•_,* {` ,.,�(/; 5-9-0,and 136 lb down and 240 lb up at 5-0-0 on top chord,and 216 lb down and 254 lb up at 5-2-2,and 216 lb down and 254 lb up at�0� •- O R % -..*(1,\' se 5-6-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 0ii ss••••••••• t\ %• 11)In the LOAD CASE(S)section,loads applied to the face o1 the truss are noted as front(F)or back(B). 111,�O N A' �%% g LOAD CASE(S) Standard Thomas A.Alban)PE No.39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads(p11) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-2=-54,2.3=-54,3.4=•54,5.8=-20 Date: March 15,2016 , ,. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1003/2015 BEFORE USE NI Design valid for use only with Mllekw connectors.finis design Is based only upon parameters shown,and Is for an Individual txrlding canfxrren4 not a truss system.Belau use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into The overall building design. Bracing Indk:ated Is to prevent bud ding 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 inky,'and property damage. for general guidance regarding the labdcallon.storage,delivery,erection and bracing of trusses and friss systems seeANSI/1PI1 Quality Criteria,D58-69 and SCSI Building Component 6904 Parke East Blvd. Safety Inlormafon avdlable from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 • Job Truss Truss Type Oty i Py I JA Long-Hutnagel Resd•JB ' 76236475' J160038 A01 Hip Girder •1 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:00 2016 Page 2 ID:i7SBWTUNnZcL68Zggj?YcXzd3pU-W8jaFeXdorFy5HN 1 HIT83E3skW D?8_UO?rxYgWzah2P LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-77(F)3=-77(F)7=-178(F)6=-178(F)9=-143(F)10=-143(F) 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE Ml?-7473 rev.10/03/2015 BEFORE USE. NT Design valid for use only with MITek®connectors.this design Is toned only upon rxraneters shown.and is for an Individual bulding component.not a tnus system.Before use,the hulking 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 IndNldual 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 hkry and properly damage. for general guidance regarding the fabrication.storage.delivery,erection and bracing 01 trusses and truss systems.soeANSt/lPli Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information available from Trus Plate Institute.21ft N.lee Street.Suite 312,Alexaridrkl,VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply JA Long-Hufnagel Read-JB T8236476 J160038 A02 Common 1 1 • [Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:00 2016 Page 1 ID:i7SBWT UNnZcL68Zggj?YcXzd3pU-W8jaFeXdorFy5HN t HIT83E3Iv W F38300?rxYgWzah2P I 5-4-8 I 10.4-0 5-4-8 4-11-8 4x4= Scale=1:30.1 5.00 7 2 8 10 3x5 3x5 i��% 3 d (Z, 5 4 6 3x8= 1.5x4 II 1.5x4 it 5-4-8 10-4-0 I 5-4-8 4-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in pc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.04 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 4 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:61 lb FT=20% 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 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) 6=372/Mechanical,4=372/Mechanical Max Horz6=153(LC 11) Max Uplift6=-133(LC 12),4=-134(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-307/191,7-8=-255/191,9-10=-255/189,3-10=-302/188,1-6=-324/263, 3-4=-330/266 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24f1;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-4-8,Exterior(2)5-4-8 to 8-4-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions `,� 111111111. shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,�� S A• �� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`� �P ....44;,,,, Ade ��� 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will % ••• •• .9 i� fit between the bottom chord and any other members. :.••�� \,\C'E N`SF••.2j •. 5)Refer to girder(s)for truss to truss connections. 0. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 6 and 134 lb uplift at No 39380 3.80 -..._• r joint 4. . 7)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. _ - • • 7. +e -----....it.tom i 4/� i ,1('('0 S/4 N At�c• �.•`* Thomas • A.Albans PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 r 0 WARNING•VMly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/032015 BEFORE USE idt Design valid for use only vAth Mtlekb connectors.this design Is teased only upon parameters shown.and Is for an Individual building component.not a truss system.Before use.star building designer must verify liar al4 silcabulry of design parameters arid properly incorporate hits design Into the overall building design. @ackig indicated is to prevent buckling or in dlvkiud truss web and/or chord members only.Additional temporary and permanent bracing MiTek• k always required for stability and to prevent collapse with possible personal hkay and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormolbon available from truss Plate institute.218 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa.FL 33610 • Job I Truss Truss Type Oty I Ply JA Long-Hulnagel Resd-JB T8236477 J160038 B01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:01 2016 Page 1 I D:i7SB W T UNnZcL68Zggj?YcXzd3pU-_KGyS_YFZ9NpiQyDrT_NcRbw3wV RtLf YE Vg6Myzah2O 1 7-0.0I 12-2-14 I 17-5-13 i 21-8-0 7-0-0 5-2-14 5-2-14 4-2-3 Special Scale=1:39.3 4x10= NAILED NAILED 1.5x4 11 4x10= 5.00 12 2 11 12 3 13 4 3x5 5 4x79 Z. m t '9 • — 1 9_ __fit_ fu --- - _a 9 14 15 8 7 10 6 3x10 MT20HS 1'. 8x8= NAILED HTU26 8x8= 4x4= 3x10 II Special Special 7-0-01 12-2-14 1 17-5-13 21-8-0 7-0-0 5-2-14 5-2-14 4-2-3 Plate Offsets(X,Y)-- 12:0.6.8,0-2-01,[4:0.6.8,0.2-0),19:0-4-0,0.4.8) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.14 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.23 8-9 >999 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.78 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:141 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D'Except' TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except 4-5:2x4 SP No.2 end verticals. BOT CHORD 2x6 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 6-5-8 oc bracing. 6-9:2x6 SP No.1D WEBS 1 Rowatmidpt 1-9 WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1827/0-3-8,6=1555/Mechanical Max Horz 10=147(LC 7) Max Upliftl0=-951(LC 8),6=-779(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2966/1607,2-11=-2833/1611,11-12.2833/1611,3-12=-2833/1611, 3-13=-2833/1611,4-13=-2833/1611,4-5=-1568/826,1-10=-1759/965,5-6=-1497/774 BOT CHORD 9-14=-1513/2670,14-15=-1513/2670,8-15=-1513/2670,7-8=-754/1380 WEBS 2-9=-152/582,2-8=-138/265,3-8=-410/313,4-8=-1093/1880,4-7=-782/506, 1-9=-1361/2519,5-7=-846/1592 NOTES `,,001 11111////''I 1) dered for 2)Wind:ASCE roof live loads have 7-10;Vultt=13Omph(3-second en lgust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0pst;h=25ft;B=4511;L=24ft;save=oft;Cat.ll; %•% 0`v,•***A'• ....,.ff'•� Exp C;Encl.,GCpi�.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 %��,•'�,\C'E N S�'• •�'vj�', plate grip DOL=1.60 3)Provide adequate drainage to prevent water Noponding. 39380- 4)All plates are MT20 plates unless otherwise indicated. * • I• 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ... . — •/ y 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilC.0 -ice cc-r. tit between the bottom chord and any other members. T, • : (U 7)Refer to girder(s)for truss to truss connections. :— r - � 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 951 lb uplift at joint 10 and 779 lb uplift at :; •''"1"� joint 6. °I • < QR1O •' \ ••• 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. iii SS •"� • •���� 10)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 11-3-4 from the left end to 1,,,�O N A�E SON connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. 11)Fill all nail holes where hanger is in contact with lumber. Thomas A.Alban'PE No.39380 12)"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. MRek USA,Inc.FL Cert 6634 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)285 lb down and 362 lb up at 6904 Parke East Blvd.Tampa FL 33610 7-0-0 on top chord,and 260 lb down and 187 lb up at 6-9-14,and 309 lb down and 209 lb up at 7-2-2 on bottom chord. The Date: design/selection of such connection device(s)is the responsibility of others. March 15,2016 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 1 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*411-7473 rev.10/03/2015 BEFORE USE. Desi(F1 valid for iso only with Weld./conneckxs.this design Is based only upon parameters shown,and Is for an hdlvidual l eliding component,not . a truss system.Before use,the I mildIng designer must verity the amicability of design txxameters and properly Incorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of Individual tuns 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 and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, on storage,dalivory,erectiand bracing of misses and truss systems,seeANSI/1PI I Quoaty Criteria,DSB-89 and SCSI Building Component Safely Information available from buss Plate Institute.218 N.lee Street,Sulte 312,Nexarxdria,VA 22314. Tampa,FL 33610 Job * 'Truss Truss Type Oty !Ply JA Long•Hutnagel Resd-J13 78236477 J160038 1601 Hp Girder 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 Mack Industries.Inc. Tue Mar 15 13:59:01 2016 Page 2 ID:i7SBWTUNnZcL68Zggj?YcXzd3pU-._KGyS_.YFZ9NplOyDrT_NcRbw3wVRIL(YEVg6Myzah20 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • Uniform Loads(pH) • Vert:1-2=-54,2-4=-54,4-5=-54,6-10=-20 Concentrated Loads(Ib) Vert:2=-214(F)9=-569(F)11=-129(F)12=-21(F)14.-48(F)15=-820(F) • • • • • • • • • • • • • • • • � 1 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED Mf-EK REFERANCE PAGE MU-7473 res.10/03/20IS BEFORE USE. Design valk]for use only with Mllek2 connectors.this design Is based only upon rxrarneters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verily the applicability of design pcaameters and properly incorporate this design into the overall balding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' fb�t,se, Nly and lo persand onal injury (jOrlerd guidance regrading ionstorag1dererection and bracing of trussesf r sysn seANSI/TP11 aBrieria,DSB-89 andBCSIBuildComponent 6904 Parke East Blvd. Safety Information avalk#ale from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 72314. Tampa,FL 33610 Job • l Truss Truss Type Oty Ply JA Long-Hulnager Resd-JB ' 78236478 J160038 1602 Hip 1 1 l Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7 640 8 Sep 29 2015 MiTek Industries,Inc Tue Mar 15 13:59:02 2016 Page 1 ID:i7SBWTUNnZcL68Zggj?YcXzd3pU-SW gLgKZtKSVgKaXPOAVc8f89hKq 1 ctUhT9QfuOzah2N 4.7.12I 9-0-0 15-5-13 i 21-9-8 I 4-7-12 4-4-4 6-5-13 6-3-11 Scale=1:39.9 4x4= 4x10= 3 13 14 15 4 5.00 FIT r.--, 3x5 3x4 2 16 4x10= 12 r 5• yy 2x4 II N 1 P N 11 c 7Ei4 •- n tt= 1.-.4 1::-? 93x5= 8 7 6 5x8= 3x4= 2x4 I 9-0-0 15-5-13l 21-9-8 9-0-0 6-5-13 6-3-11 Plate Offsets(X,Y)-- (4:0-6-8,0-2-0],(5:Edge,0-0-12],(8:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip IDOL 1.25 TC 0.55 Vert(LL) -0.17 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.43 8-9 >594 180 BCLL 0.0 • Rep Stress Ina YES WB 0.48 Horz(TL) 0.03 11 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:124 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-9 oc bracing. OTHERS 2x4 SP No.2 1 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=795/0-3-8,11=774/Mechanical Max Horz9=-107(LC 10) Max Uplift9=-280(LC 12),11=284(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-980/502,3-13=-863/509,13-14=-863/509,14-15=-863/509,4-15=-863/509, 4-16=-794/429,5-16=-853/415 BOT CHORD 8-9=-536/869,7-8=-346/728 WEBS 2-9=-957/489,5-7=-292/645 NOTES- 0111111e/ OTES- 1)Unbalanced roof live loads have been considered for this design. ,>% I I , 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=24f1;eave=oft;Cat.II; `0r,� Iii S 2)9-0-0 19-8 12,Interior(1)19-8.12 o 2R 4(4)rectional)zone;cantlevver left and right exposed;end vertlnterior(1)3-1-12 to 9-0-0,ical left and right expo ed;C Cefor(members and `%•`o �O�p'Z E N'A. 4<e•T e. forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �• k .•\,\ St`'••2/ °. 3)Provide adequate drainage to prevent water ponding. • i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380. 1 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilC - fit between the bottom chord and any other members. _ r ..:,=.---:-/� 6)Refer to girder(s)for truss to truss connections. /- e • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 280 lb uplift at joint 9 and 284 lb uplift at —$TA „<::,� • joint 11. ,- 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. i°�>.0 4 n •' �� �/illi I I' "�, Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Petite East Blvd.Tampa FL 33610 Date: March 15,2016 • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10m3/2015 BEFORE USE idl+ Design vdkl for use only with Mllek:S connectors.this design is based only upon parameters shown,and Is for cn individual balding component.not a truss system.Bolore use,tire Lulling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bilking design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additbnal kanp nary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal In)uy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,se0ANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information avdlable from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA22314. Tampa.FL 33610 Job • Truss Truss Type Qty l Ply JA Long-Hulnagel Read-J8 T8236479 J16098 B03 IHip 1 1 j Job Reference(optional) Manning Building Suppies, Jacksonville.FL 7.640 S Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:032016 Page 1 ID:i7SBW TUNnZcL68Zggj?YcXzd3pU-xjOjtgZV5meXyk6cyuOrhshLokCLLLOrhp9CRgzah2M I 5-7-6 i 10-11-4 I 13.6.9 17-6-4 21-9-8 5-7-6 5-3-14 2-7-5 3-11-12 4-3-4 4x7= Scale=1:39.8 4x4= 3 16 4 5.00 112 e 3x4 6 3x4 i 15 5 2 3x4= 4x7= 14 • m 3x5.% \ . d ! 13 t2co?, A10 9 8 7 1.5x4 i I 5x5= 3x4= 3x8= 3x8= 5.7.6I 10-11-4 13-6-9 I 21-9-8 { 5-7-6 5-3-14 2-7-5 8-2-15 Plate Offsets(X,Y)-- [3:0.5-4,0-2.0],[10:0-2.8,0-3-0] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.11 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.27 7-8 >951 180 BCLL 0.0 • Rep Stress lncr YES WB 0.40 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-13 oc bracing. OTHERS 2x4 SP No.2 ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=795/0-3.8,13=774/Mechanical Max Horz 11=-122(LC 10) Max Upiitt11=-280(LC 12),13=-284(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1077/470,2-14=-1014/481,2-15=-864/442,3-15=-800/457,3-16=-711/441, 4-16=-711/441,4-5=-815/435,1-11=-746/377,7-12=-272/636,6-12=-272/636 BOT CHORD 9-10=-503/952,8-9=-357/743,7-8=-313/628 WEBS 2-9=-281/179,1-10=-351/904,5-7=-754/393 NOTES- 1)Unbalanced root live loads have been considered for this design. 0111111///' 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft B=45ft;L=24tt;eave=4ft;Cat.II; ,tit 4 Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-11-4,Exterior(2)10-11-4 to `•% ON: A A< �•i 13-6-9,Interior(1)17-7-10 to 21-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and %• .•.•'"••• e A'-.# forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �•�h,•'�,�C'E N S�.q"• Yj��• 3)Provide adequate drainage to prevent water ponding. • • i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39.3__80 • . 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 wile * --t fit between the bottom chord and any other members. -----;;, • 6)Refer to girder(s)for truss to truss connections. =-to 7)Provideot mechanical connection(by others)of truss to bearing plate capable of withstanding 280 lb uplift at joint 11 and 284 lb uplift at=�.-;• r �� V-/� Vii. •1.2�' " 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. i, �,�`, O fi ,0.•'.c. ••, \Cl,`� ° • i,'�,,`,�,,,0 N A,'..`•os . —Hullo- Thomas ll Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 mi.0 WARNING•Wally design peramarra and READ NOTES ON THIS AND MCLUDED MITEK REFERANCE PAGE MN-7473 ray.10/03/2016 BEFORE USE. Design valid for use only with MilokT9 connectors.Ills design Is based only upon parameters shown,and Is tor an krdivkival txiliding component,not a truss system.Before use.the bilking designer must verify tlx:applicablity of design parameters and properly incorporate this design Into the overall briding design. tracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent brrrcina MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guklance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing 01 trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job • ITruss Truss Type Oty Ply JA Long-Hufnagel Resd•JB 1 782364801 J160038 :1304 Roof Special 1 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13'59:04 2016 Page 1 I D:i7SBWTUNnZcL68Zggj?YcXzd3pU-Pvy550a8s4moaugoWbX4D4DPt7SB4md_wTvmzHzah2L i 4-7-12 9-0-0 11-0-0 13-2-14 17-4-7 18-1-0 21.9.8 4-7-12 4-4-4 2-0-0 2-2-14 4-1-9 0-8-9 3-8-8 Scale=1:41.7 4x4= 5x5= 5 4x4= R 3 5.00 12 Q 17 1.5x4 II • • 3x6-.7.--, 16 6 4x7= 2 4x10= 7 • 15 . n 'o 12 _m. 4 2x411 5x5 I I i .. J� 1 _A r. co n �A 74 4 1 Y —__ —___--w—« 9 ___. _ - 10 18 19 9 8 ! 11 4x4= 8x8= 3x4= 5x8 M18SHS.1 9-0-0I 11-0-0 16-3-0 I 18.1-0 21-9-8 9-0-0 2-0-0 5-3-0 1-10-0 3-8-8 ' Plate Offsets(X,Y)-- I8:0-4.0,0.0-4),110:0.4-0,0.4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.17 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.41 9-10 >624 180 M18SHS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.50 Horz(TL) 0.04 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-8:2x6 SP No.2 JOINTS 1 Brace at Jt(s):12 OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=795/0-3-8,14=768/Mechanical Max Horz 11=-120(LC 10) Max Uplift!1=-280(LC 12),14=-281(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=-1025/465,3-16=-973/475,3-4=-1055/581,4-5=-11731669,5-17=-551/343, 6-17=-582/334,6-7=-626/272,8-13=-152/364,7-13=-152/364 BOT CHORD 10-11=-518/917,10-18=-311/669,18-19.311/669,9-19=-311/669,8-9=-228/510 WEBS 4-12=-481/296,2-11=-1037/464,5-9=-263/130,10-12.173/409,5-12=-381/728, 3-12=-156/252 NOTES ,,�`l�1111111/.... , 1) oof live loads have been considered for s design. 2)Wind:ASCE r7-10;Vult=130mph(3 second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0ps1;h=25ft;B=45ft L=24ft;eave=4ft;Cat.II; `%•%_,O• P............,9''�� Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-0-0,Exterior(2)9-0-0 to �� k •••\,� S�`••,2 �� 16-2-14,Interior(1)16-2-14 to 21-3-4 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 No 39380 • • 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. _ • — 9� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •' 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt - �: fit between the bottom chord and any other members,with BCDL=1 O.Opsf. r."; T ,,;�� "_(�, 7)Refer to girder(s)for truss to truss connections. '''•-4.‘,,, ••" 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 280 lb uplift at joint 11 and 281 lb uplift at e c•-•••• 0 A 1�. •`G� � joint 14. //10, sts,• ••••�` ��� 9)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. t/�� O N A,+,`��� •rimi Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/1015 BEFORE USE. MI t,. Design valid for use only with MlielZ connectors,this design Is based only upon parameters shown.and Is for an Indlvldual building cornrx>nenl.not a truss system.Before use,the building designer must verity the applicabIlly of design parameters and properly krc of fx>rate 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 slabNity and to prevent collgne with possible personal ir>Iary and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,so:ANSI/FPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdtabte from truss Plate Institute,218 N.Lee Street.Suite 312,Ajexaxida,VA 22314. Tampa.FL 33610 1 • Job I Truss Truss Type Qty Ply JA Long•Hutnagel Resd•JB T8236481 J160038 B05 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:04 2016 Page 1 I D:i7SBW TUNnZcL68Zggj?YcXzd3pU-Pvy550a8s4mOaugoW bX4D4DQ07Xt4hm_wTvmzHzah2L 7-0.01 9-0-0 13-4-8 18-4-8 21-9-8 7-0.0 2-0-0 • 4-4-8 5.0-0 3-5-0 Scale=1:50.1 3x4= 6x6= 3x4= 6x6 11 4 5 6 Special 4x10= __ �_ 5x5= 5.001:12- 2 0 0 4x7 5 t 9 e a n — t2 13 —� LI 14 11 10 9 15 16 8 7 5x10 MT2OHS 11 8x8= 8x8= 3x4= 4x4= Special Special 7-0-0I 9-0-0 13-4-8 I 18-4-8 I 21-9-8 7-0-0 2-0-0 4-4-8 5.0-0 3-5-0 Plate Offsets(X,Y)-- 12:0-6-8,0-2-01,14:0-3-0,0-2-4),19:0-2-12,0-4-8],F10:0-3-8,0-4-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.80 Vert(LL) -0.10 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.25 8-9 >999 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.82 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 (Matrix-M) Weight:168 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except 1-2:2x4 SP No.1D end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-7,4-8 OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=1822/0-3-8,13=1263/Mechanical Max Horz 11=208(LC 8) Max Uplift11=-726(LC 8),13=-572(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2912/1183,2-3=-2523/1049,3-4=-2764/1181,4-5=-698/302,7-12=-525/1201, 6-12=-525/1201,1-11=-1718/728 BOT CHORD 11-14=-293/236,10-14=-293/236,9-10=-1202/2652,9-15=-610/1352,15-16=-610/1352, 8-16=-610/1352,7-8=-318/698 WEBS 2-10=-462/981,2-9=-362/521,3-9=-1165/519,5-7=-1343/578,1-10=-930/2430, 5.8=-344/947,4-8=-1034/512,4-9=-861/1977 _0111111//iii. NOTES ,` �� IPS A. A� ,I-Ni, 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat.II; s- a -' Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60��,�,••.\,\G�E•N S�.`•'Q2v -.• plate grip DOL=1.60 - 2)Provide adequate drainage to prevent water ponding. No 393.80 a•.__� 3)All plates are MT20 plates unless otherwise indicated. • .------ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*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'O _____---*- ___:„Z"•'4 tit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. e,• 'T ..rely 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 726 lb uplift at joint 11 and 572 lb uplift at i•.,� ; c ;- joint 13. i".,� ,•4' O R 10, 't--• � 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,'It ss•........ �N • 9)Hanger(s)or other connection on top chord,and 260 lb down and 187)shall lb up ate6-9-14,1ded and 11icient to 148 lb downort and470 lb uplat d 2.2 on bottom)129 lb own chord.and The lb up at 7-0-0 ,,1/0 N A`f,����� design/selection of such connection device(s)is the responsibility of others. Thomas A.Albans PE No.39380 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Wok USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 mit Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 ray.10W3P20f5 BEFORE USE. Design valid for use only with MiteitIS connectors.this design is based only upon parameters shown,and Is for art Individual building component,not a trans system.Before use,the bulking designer must verity the applicability of design parameters and properly incorporate this design Into the overall I'aiding design. Brachg indicated Is to prevent buckling of IldlvIdual 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 h4sy and property damage. For general guidance regarding the fabtk:atk,n,storage,delivery,erection arid bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. i ' Safety Intormalbn available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexardrb,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty i ply j JA Long•Hulnagel Resd-JB 18236481 J160038 I 805 Roof Special Girder 1 1 I Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:04 2016 Page 2 I D:i7SBW TUNnZcL68Zggj?YcXzd3pU-Pvy550a8s4mOaugoW bX4D4DQO7Xt4hm_wTvmzHzah2L LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-4=-54,4-6=-54,7-11=-20 Concentrated Loads(Ib) Vert:2=-107(B)10=-1148(B)14=-260(B) 1 _ � 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.1003!2015 BEFORE USE. Design vdd for use only with Mileke connectors.This design is based only upon parameters sholm,and is for an ktdivlcsral holding component,not a truss system.Before use,tine building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing inik:ated Is to prevent budding of individual truss web and/or-chord members only. Addittonat temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal ktft y and property damage. For general guidance regadinpr the fabrication,storage,delivery,erection and bracing of trusses and taus systems.seeANSI/lPIl Qudy Criteria,DSB-89 and BCSI&Aiding Component 6904 Parke East Blvd. Solely Information avallaNe from!nus Plate Institute,218 N.Lee Street„Suite 312,Nexaruird,VA 22314. Tampa.FL 33610 Job !Truss Truss Type Qty Ply 'JA Long-Hulnagel Resd-JB J160034 1C01 Hall Hip 1 1 T8236482 . I ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59.05 2016 Page 1 I D:i7SB W T UNnZcL68Zggj?YcXzd3pU-t5W TI MbmcNuFB2F_4J2JmHmfTXykpGT797eJ Vjzah2K 1-8-6i 7-9-14 14-7-14 { 1-8-6 6-1-8 6.10-0 5x5= 3x6= Scale=1:42.0 5.00 Fil 3 11 12 13 4 • 1.5x4 I 91° 3x4 i 2 1 " 101 •1 \ 1 41,1 III wle r e. 1 -, 7 14 15 6 ICA 8 3x8= 3x4= 2x4 I3x4 II 1-8-6l 7-9-14 10-9-6 { 14-7-14 t 1-8-6 6-1-8 2-11-8 3-10-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.11 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 ! Code FBC2014/TPI2007 (Matrix-M) Weight:116 lb FT=20% — LUMBER- BRACING- TOP CHORD 2x4 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 10-0.0 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=532/0-3-8,8=532/Mechanical Max Horz8=319(LC 9) Max Uplift5=-306(LC 9),8=-181(LC 12) Max Grav5=551(LC 17),8=532(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-285/121,2-9=-372/242,9-10=-338/246,3-10=-317/260,3-11=-276/224, 11-12=-276/224,12-13=-276/224,4-13=-276/224,4-5=-558/378,1-8=-652/243 BOT CHORD 7-8=-430/354,7-14=-383/404,14-15=-383/404,6-15=-383/404 WEBS 4-6=-275/478,3-6=-231/346,1-7=-304/654,2-7=-329/320 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24f1;eave=4ft;Cat.II; ,t.01‘11111/iii. � Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-9-14,Exterior(2)7-9-14 to S. SPS A. A46,',. 12-0-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions �C,�.` -T , shown;Lumber DOL=1.60 plate grip DOL=1.60 �..k' .,\CEN SF•'.'i. ,i 2)Provide adequate drainage to prevent water ponding. • 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 •. 4)*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 wile fit between the bottom chord and any other members,with BCDL=10.Opsf. _ - 5)Refer to girder(s)for truss to truss connections. C-o; 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 306 lb uplift at joint 5 and 181 lb uplift at :, ` -- —; 7) 47 joint Semi-ri id itchbreaks with fixed heels"Member end fixit model was used in the anal sis and desl n of this truss. •••-0-%.--r---- '' �� 9 P Y Y 9 ,4', v•••• ORI -. .• "I/111/i0" Thomas A.Albans PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 I mit 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek®connectors.This design Is based only upon parameters shown,and Is for an IndlNckxtt building component,not a truss system.Before use,the bulling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent[racing MiTek' Is always regtired for stability and to prevent collapse with possible personal injury and property damage. For general guidarca«,Harding the fabrication.storage,delivery,erection and bracing of trusses and tr ss systems,seeANSI/TPI l Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available ham'truss Plate Institute,218 N.Lee Street,Suite 312,Nexancirto,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I JA Long•Hulnagel Resd•JB J16003t1 CO2 Halt Hip 1 1 I T8236483 j ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Mar 15 13:59:05 2016 Page 1 I D:i7SBW T UNnZcL68Zggj?YcXzd3pU-t5W TlMbmcNuFB2F_4J2JmHmgjXxXpDT797eJVjzah2K 1-8-6 1 5-0-11 1 6-2-14 1 9-9-14 10-9-6, 14-7-14 1-8-6 3-4-5 1-2-3 3-7-0 0-11-8' 3-10-8 I 3x4= 1.5x4 II 3x6= Scale=1:46.5 4 5 13 14 156 5.00[12 ge 3x4 3 i I 1 12 1.5x4 I 11 3x4 1 I IN ::= • •a 1s 17 10 9 8 7 2x4 , 6x8- 3x8= 4x7 II 1-8-6I 9-9-14 10.9.6, 14-7-14 1 1-8-6 8-1-8 0-11-8' 3-10-8 Plate Offsets(X,Y)-- (4:0-2.0,0-2.111,17:Edge,0.3-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.05 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.12 8-9 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.47 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 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 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 7=532/0-3-8,10=532/Mechanical Max Horz 10=361(LC 9) Max Uplitt7=-297(LC 9),10=-178(LC 12) Max Grav7=544(LC 17),10=532(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-288/114,2-11=334/175,11-12=-296/178,3-12=-263/185,3-4=-323/246, 4-5=-282/247,5-13=-282/247,13-14.282/247,14-15=-282/247,6-15=-282/247, 6-7=-550/409,1-10=-655/235 BOT CHORD 9-10=-490/400,9-16=-457/465,16-17=-457/465,8-17=-457/465 WEBS 1-9.250/613,3-8=-218/284,6-8=-400/532 `,0°1111111n. ,, NOTES- �s�` oPS A, 44 ',Ii 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.0psf;h=2511;B=45ft;L=241t;eave=4fk Cat.II; ,s•jO,••GEN • e'T Iii Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-9-14,Exterior(2)9-9-14 to �� ,•'\,\ Se••2j :. 14-0.13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reaction shown;Lumber DOL=1.60 plate grip DOL=1.60 No 39380 . _ 2)Provide adequate drainage to prevent water ponding. — iF 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • y 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will • �– •e l•• fit between the bottom chord and any other members,with BCDL=10.Opsf. e...... 5)Refer to girder(s)for truss to truss connections. B . - t� �' z. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 297 lb uplift at joint 7 and 178 lb uplift at i•_...e.. ; • �� joint 10. .��� ••• O R 1 v.**G-�%• 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used In the analysis and design of this truss. e�is e,, N A�-�• ?��`` /its II/llltit•%�� Thomas A.Albans PE No.39380 Mfek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 • -- 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.this design is based only upon parameters shown.and Is lot an Individual building component not a truss system.Before use,the building designer must verily the applicabilty of design parameters and properly Inc rpoute this design Into the overall bullring design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing iMiTek Is always required for statAity and to prevent collggse with possible personal Injury and property damage. For general guidance regarding the rr ktParke East Blvd.brtcatbn,storage.delivery.erecta n and brach()of trusses and truss systems,seeANSI/1Pl1 Quality Criteria.0513-896904 -89 and BCSI Building Component Tampa. 33610 Safely information available from'truss Plate Institute.218 N.tee Street,Suite 312,Alexandria,VA 22314. Job I Truss Truss Type Oty I Ply 'JA Long•Hulnagel Resd-JB T8236484 J160038 CO3 HaH Hp 1 i 1 I Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Mar 15 13:59:06 2016 Page 1 ID:i7SB WTUNnZcL68Zggj?YcXzd3pU-LI4rVicONhO6pCgBdOZYJVJpmxHIYePHNnOtl9zah2J I 1-8-6 1 6.0-11 6-2114 10-9-6 11-9-11 14-7-14 1 1-8-6 4-4-5 0- -3 4-6-8 1-0-8 2-10-0 1.5x4 11 3x4= 3x8= Scale=1:51.0 4 5 13 6 5.00 j 12 aim 3x4 12 3 11 1.5x4 II 11 - 3x4% 2 = 1 m alt rb Ill wr ■ ■ is 15 io 9 8 2x4 11 6x8= 3x8= 4x7 I 1 1-8-6 6-0-11 I 10-9-6 11.9.11 14.7.14 18.6 4-4-5 4-8-11 1-0-8 2-10-0 Plate Offsets(X,Y)-- (5:0-2-0,0-2-11],(7:Edge,0-3-81 LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.05 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 , BC 0.33 Vert(TL) -0.12 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.01 7 Na Na BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 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. 1 WEBS 1 Row at midpt 6-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=532/0-3-8,10=532/Mechanical Max Horz 10=402(LC 9) Max Uplift7=-283(LC 9),10.174(LC 12) Max Grav7=553(LC 17),10.532(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-289/113,2-11=-328/169,3-11=-292/179,3-12=-336/224,4-12=-300/236, 4-5=-288/253,5-13=-300/261,6-13=-300/261,6-7=-557/438,1-10=-661/229 BOT CHORD 9-10=-548/444,9-14=-467/488,14-15=-467/488,8-15=-467/488 WEBS 1-9=-236/614,3-8=-239/281,4-8=-169/272,6-8=-439/560 OTES- it 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opst;h=25ft;B=45ft;L=241t;eave=4ft;Cal.II; ````, .011111111/ii r% i NS A. 44010, 14-6-2 onExp C; e;cantilever er efti=0.18;Mand rriS ightdirectional)and C-C exposed;end vertical left and right exposed;C-C for members andoforc s&MW FRSr(2)for reactions-14 o�': kis „..\,�- E•N.C.': -./4,4'1,••• shown;Lumber DOL=1.60 plate grip DOL=1.60 • i 2)Provide adequate drainage to prevent water Noponding. 39380 9380 w 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. r,-"* _ ti • 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= / _—' •• -y fit between the bottom chord and any other members,with BCDL=10.Opsf. =-G;/ p--•r 5)Refer to girder(s)for truss to truss connections. i ':.,-.8T E 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 283 lb uplift at joint 7 and 174 lb uplift at !� — joint 10. ••uN �.t� - " 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �"i "i'••4' 0 R 1 *\ • 1,494 6NAori �s.• 0%% Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. Design vdki for use only with MllekS connectors.!his design Is based only upon Wrameters shown.and is for an Individual holding component-not a truss system.Before use,the t'aiding designer must verify the applicablity of design parameters and properly incorporate this design Into the overall building design. Biachg Indicated Is to prevent buckling or Indtvklual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses andtruss systems,seeANSUTPI I Qualityand Criteria,DSB-89 BCSI Building Component Parke East Blvd. Tampa.6904 Safety Information availabletram truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 33610 i Job Truss Truss Type i Oty Ply JA Long-Hulnagel Resd•JB T8236485 J160036 ,IJo1 Flat Girder 1 j 2 i Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:07 2016 Page 1 ID:i7SBWTUNnZcL68Zggj?YcXzd3pU-pUeEj2d08?8zRLPNBjSrair3ALX1 H9aQcR7Qaczah2l 4.6.89-1-0 { I 4-6-8 4.6.8 2x4 II 4x4= Scale=1:19.7 4x4= 2 3 o I H 7 8 9 10 5 ' 11 12 13 HTU26 HTU26 _ 1126 HTU26 . i 6 HTU26 HTU26 6x8 HGUS26.2HT4 3x6 II 3x6 I! 4.6.8 9-1-0 I t4-6-8 4-6-8 Plate Offsets(X,Y)-- (5:0.4-0,0-4-41 LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.31 Vert(LL) 0.04 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:131 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 10-0-0 oc bracing. REACTIONS. (lb/size) 6=2397/0-3-8,4=2064/0-3-8 Max Horz 6=-117(LC 4) Max Uplift6=-1401(LC 4),4=-1235(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-1501/989,1-2=-2443/1546,2-3=-2443/1546,3-4=-1519/996 WEBS 1-5=-1742/2682,2-5=-275/309,3-5=-1759/2726 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. `,,►�1111111,th 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=251t;B=4511;L=24ft;eave=4ft Cat.II; ,%0� NS A. q "/,j Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical lett and right exposed;Lumber DOL=1.60`�\>%.„• �(A ........ �e,9g e. plate grip DOL=1.60 ... :•�, F•'•• / �� 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. No 39380 •e_ - 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will. fit between the bottom chord and any other members. — --'• • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1401 lb uplift at joint 6 and 1235 lb uplift at • '� •••joint 4. 8)"Semi-rigid pitchbreaks with fixed beets"Member end fixity model was used in the analysis and design of this truss. cy-r_ T. - 9)Use Simpson Strong-Tie HTU26(20.10d Girder,11-lOdx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting ••••.,,,t., - at 1-7-12 from the left end to 3-7-12 to connect truss(es)to front face of bottom chord. °0� 4 O R\0 ; ��` 10)Use Simpson Strong-Tie HTU26(20.10d Girder,11.10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 1-11-4 oc max. �� s •• ••••••••'••���s face tom chord. 11)Use starting Simpson Strong-Tie HTU26(20-10d Girder,1 I-10dx11/2s)(o Truss,Single PlytGider)or equivalent spaced at 2-0-0 oc max.starting ii�,SijQ N Al ���� at 2-0-4 from the left end to 4-0-4 to connect truss(es)to beck face of bottom chord. Thomas A.Alban)PE No.39380 12)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent at 5-3-0 from the left end to connect truss(es)to backWok USA, tbanc.FL Cert 6634 face of bottom chord. 6904 Parke East blvd.Tampa FL 33610 13)Fill all nail holes where hanger is in contact with lumber. Date: LOAD CASE(S) Standard March 15,2016 1 Q WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.I04)3f2015 BEFORE USE. Design valid for use only with Mllek6)connectors.this design is based only upon parameters shown.and Is for an IndMdual building component.riot a truss system.Before use,the building designer cost verity the applkrabllty of design parameters and properly Incorporate this design Into the overall building cosign. Bracing indicated Is to prevent buckling of Individual Inns web and/or chord members only.Addtlonal temporary arxi permanent bracing MiTek- Is always regclred kr stability and to prevent collapse with possible personal Injury and property damage. For general guldaax:o regarding ttx> Parke East Blvd. latxlcatlon.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and S 6904 CSI Building Component Est 0 Safety Inlormatlon avdktre from Truss Mate Institute,2111 N.Lee Street.Suite 312.Alexandria,VA 22314. j Tampa.P.Parke Job Truss Truss Type Qty Ply I JA Long-Hulnagel Resd-JB T8236485 J16003t DOt Flat Girder t 2 j Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 Muck Industries.Inc.Tue Mar 15 13:59:07 2016 Page 2 ID:i7SBWTUNnZcL68Zggj?YcXzd3pU-PUeEj2d08?8zRLPNBj5nrir3ALX1 H9a(kR7Qaczah2l LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(p11) Vert:1-3=-54,4-6=-20 Concentrated Loads(Ib) Vert:7=-1243(F)8=-79(B)9=-748(F)10=-157(B)11=-76(B)12=-754(F)13=-754(F) 1 Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mltak3 connectors.This design Is based only upon parameters shown,and Is fax an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall MiTek' building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is dways regnred for stability and to prevent collapse with possible personal Injury and property damage. For general gukian:e regarding the e Est Blvd.fair catkrs storage,delivery,erection arid bracing of trusses and truss systems seoANSI/TPI1 Quality Criteria,DS8-89 and SCSI Building Component 690469 P.ParkParke FEaast 0 Safety Information available from Suss Plate Instil te.218 N.Lee Street.Suite 312,Alexa dikt,VA 22314. Job I Truss Truss Type Qty Ply JA Long-Hut nagel Resd-JB T8236486 'J160038 I D02 Flat Girder 12 I Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Mar 15 13:59.07 2016 Page 1 I D:i 7 S B W T U N nZc L 68Zq qj?YcX z dap U-p U e Ej2 d08?8z R L PN Bj 5nr ir3t LbZ H E I Qc R 7Qac za h21 2.6-0I 5-7-0 I 8-9-8 ' 2-6-0 3-1-0 3-2-8 1.5x4 I 3x4= Scale=1:19.7 3x4= 2 3x4= 12 13 14 3 15 4 a I g I 2x5= 3x4= 4 E _ 10 7 3x4= 5 3x4= 11 6 1.5x4 I I 2x5 ' I 2.6.0 I 5-7-0 I 6-8-12 8-9-8 2-6-0 3-1-0 1-1-12 2-0-12 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 20.0 ' Plate Grip DOL 1.25 TC 0.27 Verl(LL) 0.05 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.06 8-9 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.06Horz(TL) 0.09 5 n/a rite BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:111 lb FT=20% 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. REACTIONS. (lb/size) 11=281/Mechanical,5=96/Mechanical,6=333/0-3-8 Max Horz 11=125(LC 5) Max Uplittl 1=-879(LC 4),5.545(LC 9),6=-578(LC 5) , Max Grav11=1097(LC 20),5=607(LC 20),6=812(LC 19) 1 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-1110/907,1-12=-454/351,2-12=-454/351,2-13=-477/331,13-14=-477/331, I 3-14=-477/331,3-15=-260/199,4-15=-260/199,4-5=-818/714 BOT CHORD 9-10=-481/378,2-9=-451/391,8-9=-620/823,7-8=-696/519,3-8=-494/397 WEBS 1-10=-506/694,2-8=-382/299,4-7=-208/295 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. ,��1111111//� Webs connected as follows:2x4-1 row at 1-0.0 oc. �� �� 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply Nos �p,S A. q itj connections have been provided to distribute only loads noted as(F)or(6),unless otherwise indicated. �• I 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft; • L=24ft;eave=oft;Cat.II; .;kNO••\GENS• e'Q4i1,i Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60. V plate grip DOL=1.60 No• 393.80 • •• 4)Provide adequate drainage to prevent water ponding. # • 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 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 wild 13 l� fit between the bottom chord and any other members. i — , • . • 7)Refer to girder(s)for truss to truss connections. .—r� - 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 879 lb uplift at joint 11,545 lb uplift at joint 50�+��•.� } '�' •• � and 578 lb uplift at joint 6. �� (� R •t;?����, 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �j�SS•'••••••' •� ,� 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)318 lb down and 271 lb up at �I �O N ALC ��� 0-1-12,528 lb down and 460 lb up at 1-0-3,328 lb down and 198 lb up at 2-11.14,328 lb down and 198 lb up at 4-4-12,141 lb down �Il//I1 I I I%"�, and 62 lb up at 5-9-10,and 525 lb down and 460 lb up at 7-9-5,and 315 lb down and 272 lb up at 8-7-12 on top chord. The Thomas A.Alban)PE No.39380 design/selection of such connection device(s)is the responsibility of others. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: March 15,2016 ... .. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE. min Design valid for use orgy with Mileka connectors.this design h based only urx,n parameters shown,and Is tot an Individual landing component,not a truss system.Before use.the building designer must verity the applicability of cteslgn parameters and properly Incorporate this design Into the overall building design. placing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 6 always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance redwing the fatrk:atkn,storage,delivery,erection and brax:ing of trusses and tans systems.seeANSt/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Buss Plate institute,218 N.Lee Street-Suite 312.Alexandria.VA 22314. Tampa.FL 33610 (Job 1Truss Truss Type Oty Ply JA Long-Hutnagel Resd-JB 78236486 'J16003$ D02 Fia1 Girder 1 2 Job Reference(optional) Manning Budding Supplies, Jacksonville.FL 7.640 s Sep 29 2015 Muck Industries,Inc. Tue Mar 15 13:59:08 2016 Page 2 ID:i7SB W T UNnZcL68Zggj?YcXzd3pU-HgBcwOdevlGp2V._ZIRc00w0EdlxoOhXar5tz62zah2H LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,10-11=-20,8-9=-20,5-7=-20 Concentrated Loads(Ib) Vert:1=-15 3=-14 4=-15 13=-19 14=-19 pg. II 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/201S BEFORE USE. Design valid for use only with Mlieks connectors.fits design Is based only upon parameters shown,and is tor an Individual building component.not a truss system.Before use,the building designer must verity the cri plicablity of design parameters and properly Incorporate this design Into the overall building design. Placing indicated Is to prevent buckling of Individual truss web and/or chord members only. Addtiond temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the lubrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIl Quality Ci teria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2111 N.tee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty Ply JA Long-Hutnagel Resd•JB T8236487 J160033 D03 Flat Girder 1 2 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:08 2016 Page 1 ID:i7SBWTUNnZcL68Zggj?YcXzd3pU-HgBcwOdevlGp2V_ZIRcOOw06ylwB0f5ar5tz62zah2H 4-1-12 4 0-4 4-1-12 - 3x6 II 4x4= Scale=1:19.7 1 6x6= 7 8 2 9 10 11 3 w 1 w ill II"'„IW 010"...../0111 12 13 4 .. 0 HTU26 HGUS26-2 6 5 2x4 II 3x6 II 5x8= 4.1.12I 9-0.0 I 4-1-12 4-10-4 Plate Offsets(X,Y)-- f1:0-3-0,0-3.12],[5:0-4-0,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (trot) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.05 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.06 4-5 >932 180 BCLL 0.0 ' Rep Stress Incr NO I WB 0.15 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 9-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=127/0-7-8,4=662/Mechanical,5=1126/0-3-8 Max Horz6=117(LC 5) Max Uplift6=-920(LC 4),4=-1224(LC 7),5=-2390(LC 5) Max Grav6=888(LC 20),4=1469(LC 17),5=2894(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.6=-975/1032,3-4=-434/365 WEBS 2-5=-2043/1739 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-11-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. ���������� 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply ,`f,� I/�� connections have been provided to distribute only loads noted as • (F)or(B),unless otherwise indicated. s•` oPS A. A e. 3)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=4it Cat.11; •� 'E N•. Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60`,,,``XO V�G S� •e�Ti/0i� plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. •• No 393__80 i 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • - 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilC fit between the bottom chord and any other members. --fl• �� 7)Refer to girder(s)for truss to truss connections. 7. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 920 lb uplift at joint 6,1224 lb uplift at joint .r •I.:* ate.`. • •:��: and 2390 lb uplift at joint 5. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used In the analysis and design of this truss. �i '' O R %V ��� 10)Use Simpson Strong-Tie HTU26(20.10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 7-0-12 from the left end to e is•••......'•�,A%• • connect truss(es)to front face of bottom chord. 'IlSiONA- ��. 11)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent at 7-10-0 from the left end to connect truss(es)to back �./.1/f1111"- face 1/t I 1 1'11 , face of bottom chord. Tttorras A.Alflanl PE No.39380 12)Fill all nail holes where hanger is in contact with lumber. Mfiek USA Inc.FL Cert 6634 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2132 lb down and 2149 lb up at Parke East Blvd.Tampa FL 33610 1-8-12,325 lb down and 142 lb up at 4-10-12,528 lb down and 460 lb up at 6-8-5,and 320 lb down and 252 lb up at 7-7.6,and 337 6904 6904 Date: lb down and 273 lb up at 7-10-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. March 15,2016 .l nen r ACX/C1 ctarvlarl / 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. lot Design valkl for use only with Milek0 connectors.this design is based only upon parameters shown,and is for an hdIvidual buldincl component,not a truss system.Before use,the building designer must verify the applicability of design parameters and rxorxxly Incorporate this design into the overall bolding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Infuzy and properly damage. For general guidance regarding the Parke East Blvd. tatxlmtlon.storage,delivery,erection and bracing et trusses and truss systems,seeANSt/lP•r Quality Criteria,DSB-89 and SCSI Building Component 690469 P.Park E3st0 Safety Information availablai le n lass Plate institute,218 N.lee Street,Stile 312,Alexandria VA 22314. 1 Qty Ply JA Long-Hulnagel Read-JB Job Truss Truss Type T8236487 J160031 D03 Flat Girder 1 2 Job Reference(optional) • Manning Building Supp5es. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Tue Mar 15 13:59:08 2016 Page 2 ID:i7SB W TUNnZcL68Zggj?YcXzd3pU-HgBcwOdevlGp2V_.ZIRc00w06ytwBOf5ar5tz62zah2H LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,4-6=-20 Concentrated Loads(Ib) Vert:7=-200 8=-131 9=11 11=-10 12=-681(F)13=-261(B) • • • • • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MilekS connectors.fits design Is based only upon parameters shown.and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall briding 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 possible personal injury and properly damage. For general guidance regarding the East Blvd. fabrication.storage,delivery,erection and bracing of trusses awl truss systems 6904 ParkeFL seeANSI/IPli Quality Criteria,OSB-89 and BCSI Building Component Tampa.04 33610 Safsy Information available from buss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Job ITruss Truss Type Qty 1 Ply I JA Long-Hutnagel Resd•.18 78236486 1J1600I E01 Hp Girder 2 1 1 39 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:09 2016 Page 1 I D:i7SBW T UNnZcL68Zggj?YcXzd3pU-Isl_BjeGgcOggfZmJ87Fw7xQJ8L518Fj41cXeUzah2G r 3-0-0 6-3-8 1 3 0-0 3.0-0 3-3-8 Scale=1:18.8 Special Special NAILED 4x4- 3 4x7= 17 4 7.00112 `—~ 11 fl 1 3x4* 5 3x4-� 2 6 N 4 — a ; � —T— r r -� 15,1n � ,8B 19 207 0NAILED 3x4= 1.5x4 I'. NAILED Special • 2x5 II Special NAILED 2x5 11 6-3-8 9-3-8 1 I 3-00-0 3-3-8 3-0-0 Plate Offsets(X,Y)-- [1:0-2.8,0-1-11,[3:0-5-0,0-2-01,[6:0.2.8,0-1-11 l LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Udefl Ud , PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.02 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.02 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 6 n/a rt(a • BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-10-15,Right 2x4 SP No.2 1-10-15 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=452/0-3-8,6=452/0-3-8 Max Horz 1=-48(LC 23) Max Uplift1=-245(LC 8),6=-245(LC 8) Max Grav1=457(LC 17),6=457(LC 18) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.286/164,2-3=-605/391,3-17=-509/343,4-17=-509/343,4-5=-605/391, 5-6.286/164 BOT CHORD 1-18=-328/501,8-18=-328/501,8-19=-327/509,7-19=-327/509,7-20=-314/501, 6-20=-314/501 NOTES- 1)Unbalanced roof live loads have been considered for this design. `�1111111/ii 2)Wind:Exp C;End.,,GCpi=01181 MW FR30mph S(dircond ectional);al)tcant) ilever lett and right exposed;end vertical left and right exposed;Lumbersf;h=25ft;B=45ft;L=24ft; 4ft;DOL=1.60 �s% -•K rsS A. A�l'�i, plate grip DOL=1.60 `���,`.���..................... G E Ns�e'9�,��,� 3)Provide adequate drainage to prevent water ponding. •• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wills • No 39380_ tit between the bottom chord and any other members. f --* % • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 245 lb uplift at joint 1 and 245 lb uplift at • joint 6. a.- • �- 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. - 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 0 — 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)169 lb down and 259 lb up at 3-0-0,#• .. , .� .� and 169 lb down and 259 lb up at 6.3-8 on top chord,and 56 lb down and 35 lb up at 3-2-2,and 56 lb down and 35 lb up at 6-0-10 on 0,,(� • u R 1 "�\,�� bottom chord. The design/selection of such connection device(s)is the responsibility of others. 0,ss• ••••- •• 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). lee 'Q N A'C. �oN LOAD CASE(S) Standard Thomas A.Albant PE No.39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 M1Tek USA,Inc.FL Cert 6634 Uniform Loads(psf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-3=-54,3-4=-54,4.6=-54,9-13=-20 Date: March 15,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. 1 M^ Design valid for use only with Midrib connectors.This design Is based only upon parameters shown,and Is for an individual budding component,not a truss system.Before use,Its;building designer must verify the applicablity of design parameters and properly incorporate tts design Into the overall building design. (Racing 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 cotapse with possible personal Injury and properly damage. I or general guidance regarafrsg the Blvd. st E a fabrication.storage,delivery,erection and bracing of trusses and truss systems seeANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 690469 P.Parke East Safety Information available from bursas Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. I Job Truss Truss Type Qty Ply JA Long-Hufnagel Resd-JB • 78236486 J160038 E01 Hip Girder 2 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7 648 s Tek Industries. r e 2 ID:i7SBWTUNnZcL68Zggj.YcXzd3 UIsl B1eG9cOggtZmJ87Fw7xQJ8L518F 4IcXeUzah2G LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-49(B)4=-49(B)8=-37(B)7=-37(B)17=-14(B)18=-19(B)19=-15(B)20=-19(B) IMAM Ai WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mil, Design valid for use only with Milt tLO connectors.Ibis design Is based only upon parameters shown.and Is lot an Indivl it t rl t.ak ling component.not a Buss system.Before use.tike t eliding designer must verily the applicability of design parameters and properly'wort.it,ti•Ilia.design Into the overall hulklitig design. Bracing Indk:ated is to prevent heckling of Individual Buss web and/or chord members only.Additiorxnl temporary and permanent bracing M iTek is.Awe rys required for slotilly and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the kA ik aikrn.storage,delivery.erection and bracing of busses truss systems,seeANSI/TP11 Quality Criteria,DS849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tarrga.FL 33610 Job + Truss Truss Type Qty Ply 'JA Long-HulnagelResd-JB T8236469I J160018 E02 Hp 1 1 Job Reference(optional) It Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:10 2016 Page 1 I :: ID:i7SBWTUNnZcL68Zggj?YcXzd3pU-E3JML3fuRwWXlpBysseUTLTcZYhKUbLtIPM4Awzah2F 4.8.8 4.7-0 4--12 9-3-8 4.7-0 -72 4a-0 0-0-12 Scale=1:22.5 4x4 3 7.00171F rillik 15 • 3x4 i4 3x4 2 1101. 5-1 If:a1111.166 n I 0 c Nur 02. �' 6 ►1 1.5x4 II 2x5 11 2x5 11 4-8-8 4-7.0 4-7.15 9-3-8 i 4.7-0 0-012 4.7-0 0-0-12 Plate Offsets(X,Y)-- [1:0-2-8,0-1-11,15:0-2-8,0-1-11 _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 6-13 >999 240 MT20 244/190 TCDL 7.0 1 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.02 6-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.01 1 n/a rt/a BCDL 10.0 I Code FBC2014ITPI2007 I (Matrix-M) Weight:40 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 i MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 ' be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=333/0-3-8,5=333/0-3-8 Max Horz 1=74(LC 11) Max Upliftl=-120(LC 12),5=-120(LC 12) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-376/204,3-15.372/212,3-16=-372/212,4-16=-376/204 BOT CHORD 1-6=-100/289,5-6=-100/289 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=4.2pst;BCDL=3.Opsf;h=25ft;B=4517;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-7-12,Exterior(2)4-7-12 to 9-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions 00111111//ii, ��, shown;Lumber DOL=1.60 plate grip DOL=1.60 , S A. it, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �% �P A4 'i 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will %� 0•.•' e �1, .: SF fit between the bottom chord and any other members. `,�`Z`. \., E N S-9 2/ i. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 120 lb uplift at joint 1 and 120 lb uplift at joint 5. No 39380 6)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. . .T `, •: <, ter' wy .-°.Et�S•� OR10•• r\�, •,�Ii,`�,�•ONA�-too• Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MN-7473 rev.10103/2015 BEFORE USE. I mil, Design valid for use only with Mllek.'`,n connectors.Ills 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 applicabllly of design parameters and properly Incorporate this design Into the overall tx ildng design. Bracing Indicated Is to prevent buckling of Indbkfual 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 and properly damage. for general gukfance regarding the latxkcatkm.storage,delivery,erection and txadng of pusses and truss systems,SeeANSI/TPI I Quality Criteria,D58-89 and BCSI Building Component 6904 Parke East Blvd. Safely information avdkable from lruss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply JA Long•Hulnagel Resd-JB T8236490I J160038 G01 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:10 2016 Page 1 I D:i7SBWT UNnZcL68Zggj?YcXzd3pU•E3JML3fuRwW XlpBysseUTLT WJYdi UYZtIPM4Awzah2F 7.0-0I 9.10-0 l 7.0.0 2-10-0 Special NAILED 4x7= Scale:1/2'=1' 1.5x4 II 3 11p1 np 4 Il If 5.00 NY 1 9 I 3x4 2 1 OA Irl 12 6 13 5 1.5x4 I I 5x5= 3x5= NAILED NAILED Special 9-10-0 I 7-0-0 2-10-0 Plate Offsets(X,Y)-- 13:0-5-0.0-2-4] LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.07 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.14 6-9 >795 180 BCLL 0.0 • Rep Stress Ince NO WB 0.22 Horz(TL) 0.03 1 n/a rs/a BCDL 10.0 I Code FBC20141TPI2007 (Matrix-M) Weight:47 lb FT=20% 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 10.0.0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-4• ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=456/0-3-8,5=701/Mechanical Max Horz 1=155(LC 7) Max Upliftl=-210(LC 8),5=-435(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-388/15,2-3=-537/329 BOT CHORD 1-12=-314/496,6-12=-314/496,6-13=-314/502,5-13=-314/502 WEBS 3-6=-16/250,3-5=-776/454 NOTES- ' 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=2411;eave=4ft;Cat.II; 011111111/i, Exp C;Encl., • GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ♦♦,`�'A PS A q �/��, plate grip DOL=1.60 r, 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• V, �•'•• / I 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 pNo 39380 - fit between the bottom chord and any other members. I 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 210 lb uplift at joint 1 and 435 lb uplift at • joint 5. =-0• .------- • t 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. T. • - 4 9)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Details - " 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)452 lb down and 475 lb up at i6, 7-0-0 on top chord,and 82 lb down and 98 lb up at 7-2-2 on bottom chord. The design/selection of such connection device(s)is the 0responsibility of others. •sN' ••..- v R1- .w`G, %♦♦ ♦ 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -le O N Atto ..0♦ LOAD CASE(S) Standard Thomas A.Albanl PE No.39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA Inc.FL Cert 6634 Uniform Loads(plf) 8904 Parke East Blvd.Tampa FL 33610 Vert:1-3=54,3-4=-54,5-7=•20 Date: March 15,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEI<REFERANCE PAGE Ma-7473 rev.10/03/1015 BEFORE USE. Design valid tot use only with MiTek®connectors.This design k based only upon parameters shown,and Is for an Individual tuudtng comtxonont.not Mr 1 a truss system.Belore use,the txxlding designer must verily the applicability of design pxxaneters and properly corporate this design Into the overall MiTek' brldhlg design. Bracing Indicated Is to prevent buckling of IndNdual truss web and/or chord members only. Additional temporary chid permanent tracing is always required lot stability and to prevent collapse with possible personal injury and properly damage. For general guidance legal-ding the 6904 Parke East BNd. fabrication,storage,delNery,erection and bracing of trusses and truss systems,seeANSI/1P11 Qualify Criteria,OS8-89 and BCSI Building Component Tampa.FL 33610 1 Safety Information ave fable frau truss Plate Institute,218 N.lee Street.Suite 312.Alexandria,VA 22314. Job Truss Truss Type (sty Ply JA Long-Hufnagel Resd-JB T8236490; J1600y38 001 Han Hip Girder •1 1 I Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Mar 15 13:59:10 2016 Page 2 ID:i7SBWTUNnZc L68Zggj?YcXzd3pU-E3JML3f uRwW XlpBysseUTLTWJYdI UYZOPM4Awzah2F LOAD CASE(S) Standard Concentrated Loads(Ib) Veil:3=-380(B)6=32(8)11=-103(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE Mp-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MltekT connectors.this design Is based only upon parameters shown,and Is fa an individual trulding component,not o truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall 11411 building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe�(- is always required for stability and to prevent collapse with possmle personal injury and property damage. for general gukiance regarding the iabli atiorn.storage,delivery,erection and bracing of tnases and truss systems,sourANSI/t181 Quality Criteria,DSB-89 and 8CSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply JA Long•Hulnagel Resd•JB T8236491 J16000 G02 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek industries.Inc. Tue Mar 15 13:59:11 2016 Page 1 I D:i7SBWTUNnZcL68Zggj?YcXzd3pU-iFtkZPOCDeOvzj80Z9j0Y0gwyrBDzzOX35djNzah2E 4-6-6 9.0-0I 12-7-0 15-8-0 I 18-10-8 4-6-6 4-5-10 3-7-0 3 1 0 3-2-8 Scale=1:34.2 4x7= 1.5x4 I I 3x4= 4x10= 3 4 5 6 5.00'12 I 1R • . S 1.5x4 2 11 fi__ �� 5x5 0 CI d 17 12 k 13 9 Il�d 7 6x6-Special 5x10% 5.00 12 5x10 8 6x6= 4x4= 9-0-0I 12-7-0 14-1-8 15-8-0 i 16-9 -12 l 18-10-8 9-0-0 3-7-0 1-6-8 1-6-8 1-1-12 2-0-12 Plate Offsets(X,Y)-- [1:Edge,0-2-01,13:0-5.4,0-2-01,[10:0-3-9,Edge],[12:0-5-12,0-0-121,113:0-3-0,0-4-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.13 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.15 12-13 >999 180 BCLL 0.0 • Rep Stress Ina NO WB 0.34 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:123 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except BOT CHORD 2x4 SP No.2'Except' end verticals. 1-12,7-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-6 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. REACTIONS. (lb/size) 1=896/0-3-8,7=177/Mechanical,8=955/0-3-8 Max Horz1=194(LC 7) Max Uplift)=-733(LC 8),7=-146(LC 5),8=-949(LC 5) Max Grav1=1098(LC 25),7=178(LC 27),8=1263(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2282/1677,2-3=-2052/1576,3-4=-1395/1138,4-5=-1190/930 BOT CHORD 1-13=-1581/2106,13-17=-1546/1936,12-17=-1546/1936,4-12=-331/483, 11-12=-1336/1631,10-11=-422/495,9-10=-801/634,5-10=-993/821,8-9=-347/400, 7-8=-347/400 WEBS 2-13=-345/309,3-13=-923/1251,3-12=-791/596,4-11=-414/397,5-11=-1254/1569, 5-7 647/526 ,`,,`��Ps i A.1 q 101 NOTESe-NO- 10. 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=451t;L=24ft;eave=4it;Cat.II; %• ,.•'••*• e-9 11i Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60�� is,‘.• �,�C'E N`S�••.2/ �.••, plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. No 39380. •. • 3)This truss has been designed for a 10.0 psi 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 wilt _ tit between the bottom chord and any other members. ='O — � • - 5)Refer to girder(s)for truss to truss connections. • = T• • ". ; PJ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 733 lb uplift at joint 1,146 lb uplift at joint 7' . (V and 949 lb uplift at joint 8. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,'-; � • 0 R \ ••`0.- 8)Hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)1469 lb down and 1261 lb up at o�j ss•• •" • • •% 9-11-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ��I,,�O N A; 00% 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Thomas A.Alban)PE No.39380 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIr-7073 rev.10/0.12015 BEFORE USE. Design valid for use only with Mllei55 connectors.This design Is based only upon parameters shown.and Is for an individual ponding component.not a truss system.Before use,the building designer must verity the appllcablity of design parameters aro,properly Incorporate this design into the overallMiTek' baling design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional tembracing and permanent txung 1 Is always requited for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Pare Et Blvd.fabrication•storage,delivery,erection and bracing of trusses and truss systems,SeeANSI/TP11 Quality Criteria,DS8-89 and SCSI Building Component 690469 P.dkr Eesast0 Safety Information avdlable from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria-VA 22314. Job ITruss Truss Type Qty Ply JA Long•Hufnagel Resd-JB T8236491 J160038 I G02 Hall Hip Guder 1 1 ' I Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Mar 15 13.5971 2016 Page 2 I D:7SB W T U N nZcL68Zggt?YcXzd3p U-iFticZPgXCDeOvzi8QZ9j0Y0gwyrBDzzOX35dlNzah2E LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-54,3-6=-54,12-14=-20,11-12=-20,10-11=-20,7-9.20 Concentrated Loads(Ib) Vert:17=-642(B) WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- V Inesign valid for use only with Milord/connectors.this design Is based oay upon parameters shown.and Is lar an kxhvlduHl building component.not r r truss system.Before use,the balding deslgnor must verify the applicabllty of design kxxameters and properly„corporate this design Into the overall • I'riding design. Bracing indkated Is to prevent bucklIng of Indlvklual truss web and/or chord members only.Addtio nal temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regordhrg the r rrkatkrn,storage,delivery,erection and bracing of trusses and tnrss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn truss Plate institute,218 N.Lee Street,Suite 312.Alexaxhlo.VA 22314. Tampa.FL 33610 . Job Truss Truss Type Oty Ply I JA Long-Hulnagel Resd-JB 18236492 J160028 G03 Hail Hip 1 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:12 2016 Page 1 I D:i7SBW TUNnZcL68Zggj?YcXzd3pU-ARR7mIg9zXmFX71K_HgyYmYvHMJ3yQF9mjrBFpzah2D I 5-6-6 1 11.0-0 1 12-7-0 I 15-8-0 18-10-8 5-6-6 5-5-10 1-7-0 3-1-0 3-2-8 4x7= Scale=1:33.6 3x4= 3x4= 3x4= 3 4 ig 5 6 • n o a 5.00[Ti 30% 18 2 ol 1 17 I w �° J 46� 5x5= C III 1:1 11 {� 13 12 5.00 12 9 8 7 3x4= 2x4 I 3x4_ 5x10% 5x10 J 2x4 5-6-6 11-0-0 12-7-0I 14-1-8 1 15-8-0 . 16-9-12 18-10-8 5.6-6 5-5-10 1-7-0 1-6-8 1-6-8 ' 1-1-12 2-0-12 Plate Offsets(X,Y)-- (3:0-5.4,0-2-01,19:0-5-12,0.0-121,111:0-5-12,0-0-121 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Udell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.03 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.02 8 n/a ria BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:135 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc puffins, except BOT CHORD 2x4 SP No.2'Except' end verticals. 1-11,7-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing ,' be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=625/0-3-8,7=99/Mechanical,8=662/0-3-8 Max Horz1=235(LC 11) Max Upliftl=-218(LC 12),7—104(LC 9),8=-256(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1122/463,2-17=-1027/472,2-18=-617/290,3-18=-554/306,3-4=-442/295, 4-19=-379/233,5-19=-379/233,6-7=-268/186 BOT CHORD 1-13=-653/991,12-13=-653/991,11-12.385/520,10-11=-387/518,5-9=-722/490 WEBS 2-12=-525/296,3-12=-80/331,3-11=-287/194,5-10=-365/583 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=251h B=45ft;L=2411;eave=41t;Cat.II; 00111111/iii 1)3-0-0 Exp 5 2-15Ezone Gcantileverr leffpi=0.18; tWFRS t and rightexposed and C-C e d vertical left Exte -0-0 to 3-0-0,rior(2) right exposed;C-C form mbersoandO-0,forces&Exterior(2) forOto reactions `��OgJ3 A. "/-•• shown;Lumber DOL=1.60 plate grip DOL=1.60 ,%%, Z. .••'G E N S•• -4,L i• 2)Provide adequate drainage to prevent water ponding. . �. F'••• . / 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 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wills • N O 39380 •. . _ I. fit between the bottom chord and any other members. * :� 5)Refer to girder(s)for truss to truss connections. : • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 218 lb uplift at joint 1,104 lb uplift at joint Z.0 and 256 lb uplift at joint 8. T• E • • ./1/• 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. .. - !(/• • 10 c<% ••'' R Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10832015 BEFORE USE. mil. Design valki for use only with Mltekm connectors.this design is based only upon parameters shown-and Is tor on kwiMcfral holding component,not 1 a truss system.Before use,the building designer must verity the applicablity of design parameters and properly incorporate this design Into the overall bracing design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always requked lot stability and to prevent collapse with possible personal injury and property damage. tot general grddcrx=e regarding the 6904 Parke East Blvd.tatrk:atkrn,storage,delivery,erection and tracing of trusses and truss systems,sooANSI/IPl1 Quality Criteria,OSB-$9 and SCSI Betiding Component Safety Information available from truss Plate Institute,218 N.tee Street.State 312,AlexcrxMa,VA 22314. Tanpa.FL 33610 1 Job Truss JA Long-Hufnagel Read•JB • Truss Type Ory IPy 1I 78236493 I J1600 a 604 Hail Hp I Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Mar 15 13:59:13 2016 Page 1 I D:i7SBWTUNnZcL68Zggj?YcXzd3pU-ee?VzShnkru69GsXY_BB5z53gmiohrbJ_NaknFzah2C 12-7-0 13-0-0 15-8-0 I t6-9.12 I 18-10-8 i 6.3-14 l 6-3-2 b-5•d 2-8.0 1-1-12 2-0-12 6314 5 6 7 4 Scale=1:33.1 w ma '2'0 ID 04 MI MO 5.00 FIT 19 2 i 18 War 12 111111111111111* 1 n 5x70 - 1.3 . L_r o 5x5= t 1 . O qp 13 10 ra 8 JHS 14 5.00 12 9 5x10 i 2 2x4 I x4 II 16.114 12-7.0 14-1.8 16-80 16.9.1z 18.106 1 6-3-14 6-3-2 14-8 1 16.8 ] 1-1.12 0-1-12 1-11-0 Plate Offsets(X,Y)-- [4:0.2.0,0-2-11],[11:0-5-12,0.0-12],[13:0.5-12,0-0-12] LOADING(psf) SPACING- 2-0-0 • CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.03 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.07 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 1-13,8-10:2x6 SP No.2 GOT CHORD Rigid ceiling directly applied or 6-0-0 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=614/0-3-8,9=767/0-3-8 Max Horz 1=277(LC 11) Max Uplift/=-213(LC 12),9=-390(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-1062/408,2-18=-1005/419,2-19=-492/227,3-19=-425/244,3-4=-313/206, 4-5=-281/188 BOT CHORD 1-14=-580/927,13-14=-580/927,12-13=-349/462,10-11=-269/246,5-11=-389/239 WEBS 2-14=0/264,2-13=-593/303,3-12=-281/215,5-12=-397/588,6-9=-531/357 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psi;h=2517;B=45ft;L=24ft;eave=4ft;Cat.II; ,,` T0S1 At',,1 ��� 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 13-0-0,Exterior(2)13-0-0 to I� 17-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions ,,s O�P • AzB ••• shown;Lumber DOL=1.60 plate grip DOL=1.60 .• *T 2)Provide adequate drainage to prevent water ponding. ��,��•• G NSF•••• �� 3)All plates are 3x4 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. No 39380 -•,-._._ 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wile • --* ----- ,_ fit between the bottom chord and any other members. - : 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 lb uplift at joint 1 and 390 lb uplift at =-0• NISI joint 9. i °•' 6`T' �- ••:,;`� 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • �� ��3 "�� i ,•• fid'• 0R %0•••(-, ,''is`S 0 N A�- oil to iiiiiimThomas A.Alban'PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev.10/03/2015 BEFORE USE. Milt' Design valid for use only with Milelee&connectors.This design 1s based only upon parameters shown,and Is for an Individual building component,riot a truss system.Before use,the bolding designer must verity the applicability of design parameters and properly incorporate this design Into the overall MiTek' building design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Ad<Stkm at temporary and permanent bracing Is always required for stability and to prevent collapse with pxssibde personal inkay and properly damage. For general guidance regarding the e E Parkas 04 t Blvd.fabrication,storage-delivery,erection and bracing 01 trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 696904 P,rk 33610as Safety Information available from truss Plate Institute,218 N.lee Street,Suite 312.Alexandda,VA22314. [ Job Truss I Truss Type (Qty ,Ply JA Long-Hutnagel Resd-JB 78236494' I J16002e G05 Half Hip 1 l 1 Job Reference(optional) Manning Building Sullies, Jacksonville.FL 7.640 s Sep 29 2015 MMTek Industries.Inc.Tue Mar 15 13:59:13 2016 Page 1 ID:i7SBWT UNnZcL68Zggj?YcXzd3pU-ee?VzShnkru69GSXY_865z53uminhrfJ_NaknFzah2C 6-3-1412-7-0 15.0-0 115.B-0I 16-9-12. i 18-10 -8 I 6-3-14 I 6-3.2 2.5-0 0-8-0 1.1-12 2-0-12 3x5= Scale=1:39.6 4 5 6 7 i11 3 _ r 5.00(12 19 2 Sur* 18 M — u Y IP tr/ill. ru ila � '4 5x5= + 111 o4 13 - Iti14 10 2,C 8 5x10% 5.00 12 5x10 2x4 !I 16118 63.14 12.74 I 14-1-8 1680 169.12 i] 16108 I 63-14 { 64.2 14-8 1-68 1-1-12 1.11-0 0-1-12 Plate Offsets(X,Y)-- 14:0-2-0,0-2-11],[11:0-5-12,0-0-121,113:0-5-12,0-0-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip IDOL 1.25 TC 0.43 Vert(LL) -0.03 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.07 13-14 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(TL) 0.03 9 n/a Na Weight:153 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except BOT CHORD 2x4 SP No.2*Except' end verticals. 1-13,8-10:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 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. REACTIONS. (lb/size) 1=614/0-3-8,9=767/0-3-8 Max Horz 1=318(LC 11) Max Upliftl=-210(LC 12),9=-363(LC 9) FORCES. (Ib)•Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1061/399,2-18=-1003/410,2-19=-494/227,3-19=-406/236,3-4=-322/205, 4-5=-290/197 BOT CHORD 1-14=-562/926,13-14=-562/926,12-13=-356/480,10.11=-267/236,5-11=-359/284 WEBS 2-14=0/265,2-13=-588/300,3-12=-359/269,5-12=415/652,6-9=-515/374 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft L=24tt;eave=4ft;Cat.II; ,,>>1111111��' Exp C;End.,GCpi=0.1 B;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 15.0.0,Exterior(2)15-0-0 to ``�‘ S A I�� 18-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions ,`% �P • ASB �j# shown;Lumber DOL=1.60 plate grip DOL=1.60 • •E N 'T ' . 2)Provide adequate drainage to prevent water ponding. ``• k'• •• G SF•••. �i 3)All plates are 3x4 MT20 unless otherwise indicated. No 39380 ••-• • 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 wilC fit between the bottom chord and any other members. — • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 210 lb uplift at joint 1 and 363 lb uplift at =-fl joint9. :: ,T' • 1�• •: � 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. `s-- �G/ i Dla••ONA�E irt %.0 Thomas A.Aibanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2016 BEFORE USE. • f Design vdki for use only with MllekO connectors.This design n shown,only upon parameters show ,and is for an Individualbuilding component not NI 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 tuns web and/or chord members only. Addltlonat temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possiole personal lnkay card property damage. For general guidance regarding the East t BNd. fabrication,storage,delivery-erection a d bracing of trusses and truss systems.seeANSi/TPI1 Qualify Criteria,OSB-89 and BCSt Building Component 690469 P.ParkeFL 33610 Safety Information avdlable from truss Plate Insudate,218 N.Lee Street,Suite;i 12,Atexaxida,VA 22314. _ I • IOW Ply 1 JA Long-Hutnagel Read-JB II Job Truss Truss Type 78236495 IHallHV' ,1 1I • J16048 G06 ( JJob Reference(optional) I I Manning Building Buggies. Jacksonville.FL7 sa0 U-6gZtBRiPV5 MiTek ries.Inc.Tue Mar 15 13:59:14 2016 80zmORjSij dEfeDB9vmOFnSD1KIKizah2B e 1 ID:i7SBWTUNnZcL68Zggj.?YcXzd3 P 17-0-0 18-10-8 1 5-8-7 5-17-12 5-7-12 1 1-10-8 4x4= 3x6= Scale=1:45.5 5 6 5.00 Fii 3x475 4 IT 1.5x4'� 3 3x4 14 • 2 ill 0:44 8 9 ii7 '� 3x4= 3x8= 3x4 II 3x6 I' 7611.8 17 -018.10.8 8-6-66. ' 8.5.2 8 1.10-8 Plate Offsets(X,Y)-- 11:0-2-8.0-1-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.09 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 iBC 0.77 Vert(TL) -0.23 8-9 >871 180 BCLL 0.0 • Rep Stress lncr YES WB 0.65 Horz(TL) 0.02 8 n/a ria Weight:118 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-6 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. SLIDER Left 2x4 SP No.2 2-0-0 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=624/0-3-8,8=752/0-3-8 Max Horz 1=361(LC 11) Max Uplift/=210(LC 12),8=-317(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-635/163,2-14.987/418,3-14=-943/427,3-4=-809/348 BOT CHORD 1-9=-584/908,8-9=-366/499 WEBS 3-9=-284/224,4-9=-113/467,4-8=-634/367,5-8=-232/314 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=4511;L=24It;eave=4ft;Cat.II; Exp C;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 17-0-0,Exterior(2)17-0-0 to `%1111111��� 18-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions `,,`SPS A q���,,, shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. `mob �\GENS'• 92/ice, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will i fit between the bottom chord and any other members. No 39380 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 210 lb uplift at joint 1 and 317 lb uplift at : . • � joint 8. • - 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7.-p _.--- • s 17. 14.06,-1-' ice, : �'1.P�SS� OR 1 O. G\%%$ II,,,ONA,E,�0 Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Btvd.Tampa FL 33610 Date: March 15,2016 • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1010=016 BEFORE USE. Design valid for use only with Mifeki)connectors.This design Is based only upon parameters shown.and Is for en IndMdual building component,not a truss system.Before use,the building designer must verify the applicability of design Fxraireters and properly incorporate this design Into the overall building MiTek* lding design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional teora ry a bracing permanent acin© Is always required for stability and to prevent collapse with possible personal Mites/and properly damage. For general guidance regarding the EastBlvd. fabrication,storage,delivery,erection and bracing of trusses and truss I/1FL systems,seeANSPI I Quality Criteria, Parke Criteria,DSB-89 and SCSI Building Component Tampa.04 E Safely information available from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job • Truss Truss Type Oty i Ply I JA Long-Hulnagel Resd-JB 18236496 J160038 Go7 Hip 1 j 11 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s?cIndustries.29 2015 MiTek e 1 ID:i7S6WTUNnZcL68ZggjYXzd3PUa07FOn11 GS8gOa0vPEfAOAKnZD19hZcSh3rszah2A 5-2-12 1 12-8-4 19-0-0 1?-110 26-2-12 I 32-6-9 33.8-4 38-11-0 5-2-12 7-5-8 6.3-12 11 6-3-12 6-3-12 1.1-1 5-2-12 Scale=1:69.5 5x5= 5x5= 5 6 1 5.00171-2- ,...vi 4x4�26 27454 4 0 6x6% 6x6 8 i 3 4 28 3x4 3x4% 25 It 2 1 10NIk- 10 4/ C. lr' n L' ` o .7 t 16 15 14 13 12 11 3x6 II 5x5= 3x6 II 3x5= 5x5= 3x5= 5x5= 3x4= 1 5-2-12 9-6-6 1 12-8-4 4-3-9 3-1-15 I 6-3-12 r 11-0 6-3-12 7-5-8 0. 19-0-0 1?-11-0 26-2-12 I 33-8-4 33.111-0 38-11-0 I 5-2-124.12 5-0-0 Plate Offsets(X,Y)-- ]1:Edge,0-2-01,[4:0-0-0,0-0-01,18:0.0.0,0-0-0],]10:0-0.0,0-0-0],[10:Edge,0-2-01,114:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Udell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.15 15-16 >999 240 I MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.41 15-16 >975 180 BCLL 0.0 * I Rep Stress Incr YES WB 0.75 Horz(TL) 0.09 11 n/a Na Weight:219 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 7-13,4-14 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing l in accordance with Stabilizer be installed during truss erection, i Installation guide. REACTIONS. (lb/size) 1=1211/0-3-8,11=165810-5-8 Max Horz 1=-182(LC 10) Max Uplift1=-435(LC 12),11=-596(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-878/376,2-25=-2373/966,3-25=-2307/977,3-4=-1967/826,4-26=-1362/655, 5-26=-1345/673,5-6=-1183/658,6-27=-1277/647,7-27=-1351/629,7-8=-1380/541, 8-28.416/372,9-28=-427/299 BOT CHORD 1-16=-810/2143,15-16=-812/2141,14-15=-597/1754,13-14=-295/1183,12-13=-335/1203, 11-12.230/401,10-11=-276/432 WEBS 5-14.197/391,6-13=-123/288,7-12=-359/304,8-12=-702/1500,8-11=-1487/862, 3-15=-431/263,4-15=-45/410,4-14=-781/413 0%1111111i////, `sO �p.S A. q Bei NOTES ♦ O •�e ,.1 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=3.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.II; .7.• k,•'�,�C'E N SF'• , l• • • Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-0-7,Interior(1)4-0-7 to 19-0-0,Exterior(2)19.0-0 to .• No 3938Q 19-11-0,Interior(1)25-5-1 to 38-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members ander forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. • . 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -0; • s z 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will: ,� 6 T 1. •• •��: fit between the bottom chord and anyother members. •� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 435 lb uplift at joint 1 and 596 lb uplift at ��% O R ,O••�.•: .? joint 11. `` 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used In the analysis and design of this truss. ��°I On•....... •"•••• ` �, It,/�O N Al-• I'... Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10403/2015 BEFORE USE. mil Design valid for use oily with Miteke connectors.This design is bused only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and propeIIY incorporate this design into the overall MiTek'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 posstile personal IFay and property damage. For general guidance regarcing the East Blvd.storage.delivery,erection and bracng of trusses and truss systems,seeAN6904 SUlPl1 Quality Criteria,DSe-89 and BCSI Building Component Tampa,04 Parke 33610t Safety Information available from OAlexandria,Plate institute,218 N.Lee Street Suite 312,Alexaria,VA 22314. • Job Truss !Truss Type Oty I Pty 'JA Long•Hutnagel Resd-JB 78236497:', J1600,36 COS ;Common 3 11 I Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:16 2016 Page 1 I D:i7SBWTUNnZcL68Zggj?YcXzd3pU-2Dgdc7kf 1 mGhOkb6D6lujcjVAzZ 1 u861hKpOOazah29 2266-�2 112 I 5-2-12 6.2-12 12.8.4 72588 20 1:01-9 19-5-8 6-7-s I 25-11-2 0115 12-8-438-11-0 1 01-12 Scale=1:67.1 5x5= 5 5.00 12 ii 25 4x4% 24 4x4 Q 4 6 6x6% 6x6 " 7 •,-, _I/ 3x4 G 23 3:' 3x4 3x4 S 2 14 13 t2 71 10 2x5 I I 5x5= 2x5 II 3x5= 5x8= 3x5 5x5= 5-2-12 12-8-4 16-10-8 . 193.819.,-8 25-11-2 26-2112 33.8-4 3317-0 38-11-0 I 5-2-12 7-5-8 4-2-3 2-5-0 0-2-0 6-5-10 03-51 7.5-8 0442 5-0-0 Plate Offsets(X,Y)-- [1:Edge,0-2-01,[4:0.0-0,0-0-01,17:0-0-0,0-0-01,19:0-0-0,0-0.01,[9:Edge,0-2-01,112:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.74 Vert(LL) -0.15 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.42 13-14 >960 180 BCLL 0.0 • Rep Stress!nor YES WB 0.73 Horz(TL) 0.09 10 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:209 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-12,4-12 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 ; MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1211/0-3-8,10=1658/0-5-8 Max Horz 1=-186(LC 10) Max Uplift1=-435(LC 12),10=-596(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-873/365,2-23=-2374/933,3-23=-2309/944,3-4=-1965/792,4-24=-1341/609, 5-24=-1260/629,5-25.1260/608,6-25=-1338/596,6-7=-1385/543,7-26=-419/374, 8-26=-430/301 BOT CHORD 1-14=-791/2145,13-14=-793/2142,12-13=-544/1752,11-12=-338/1209,10-11=-232/405, 9-10=-278/435 WEBS 6-11=-348/284,7-11=-683/1510,5-12=-257/651,7-10=-1490/847,3-13=-438/263, 4-13=-42/403,4-12=-777/382 111111111 I I//i' ��` NSA• Ae,,% , NOTES- . '0 1)Unbalanced root 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=25ft;B=45ft;L=39lt;eave=5ft;Cat.II; c.• k`. \,\G E N SF•92,E°• Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exlerior(2)0-1-12 to 4-0-7,Interior(1)4-0-7 to 19-5-8,Exterior(2)19-5-8 to Z• N O 39380 .'•. 23-4-3 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 psi 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 wilt fit between the bottom chord and any other members. 7 '� /'' 2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 435 lb uplift at joint 1 and 596 lb uplift at � = TA `„ .•,T�; joint 10. • 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. '�', -••0 R t s•'.G,�%•, i'''SS��NA\E�0 Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/201S BEFORE USE. ' Design valid for use only with MI Iok8/connectors.This design Is baled only upon parameters shown,and Is for an kvtividual bolding component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly kncerporate 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[racing Is always required for stability and to prevent collapse with possible personal Yyury and property damage. For general guidance regarcIng the East Bbd. fabricatbLr n.storage,delivery,erection and ac:lng of trusses and muss systems.seeANSVIPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 ParkeFL East 0 Safety Information available horn Russ Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 72314. Tampa. Job ITruss Truss Type Qty Ply JA Long-Hulnagel Rend•JB T8236498 J160038 G09 Common 4 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Tue Mar 15 13:59:17 2016 Page 1 ID:i7SBWTUNnZcL6BZggj?YcXzd3pU-WPEOpSkHo30YduAIngG7FpGhKNwSdeJuv_YywOzah28 6-6-5 12.11.14i 19-5-8 i 25-11-2 32-4-11 I 38-11-0 1 I 6-6-5 6-5-10 6-5-10 6-5-10 6-5.10 6-6-5 Scale=1:66.2 5x5= 4 5.00 FIT - 18 19 3x4 3x4 3 5 5x5 i 5x5 6 200000. 11111.111111111.1.118111111.1.1111.1111.111.1.11111./ C• �j 20 17 7 iii la �' 1^0 10 21 22 9 23 24 8 3x4= 3x4= 5x8= Sx8 5x8= 9-9-2 19.5.8 29.1-15I 38-11 0 9-8-6 9-8-6 9-9-2 9-9-2 Plate Offsets(X,Y)-- [2:0-2-8,0-3-0],[6:0-2-8,0-3-0],[9:0-4-0,0-3-0] LOADING(psi) , SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 1 Vert(LL) -0.31 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 i Vert(TL) -0.69 9-10 >678 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.14 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix M) Weight:191 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins. BOT CHORD 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing. WEBS 2x4 SP No.2 WEBS I Row at midpt 5-9,3-9 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.2,Right:2x4 SP No.2 ! be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1440/0-3-8,7=1440/0-3-8 Max Horz 1=187(LC 11) Max Upliftl=518(LC 12),7=-518(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-2917/1188,2-17=-2846/1205,2-3=-2676/1121,3-18=-1921/872,4-18=-1846/891, 4-19=-1846/891,5-19=-1921/872,5-6=-2675/1121,6-20=-2846/1205,7-20=-2917/1188 BOT CHORD 1-10=-1018/2634,10-21=-791/2213,21-22=-791/2213,9-22=-791/2213,9-23=-791/2213, 23-24=-791/2213,8-24=-791/2213,7-8=-1017/2627 WEBS 4-9=-436/1122,5-9=-709/380,5-8=-117/479,6-8=-303/247,3-9=-709/380, • ' 3-10=-117/479,2-10=-303/247 NOTES- 00111111/jI 1)Unbalanced roof live loads have been considered for this design. ♦♦♦,`�PS A. A4''e'1 • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=39ft;eave=5it;Cat.II; ♦♦ ,.••*••••••• eq '. Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-10-11,Interior(1)3-10-11 to 19-5-8,Exterior(2)19-5-8 to �♦♦k'•.•�,1 J E N SF•••'j 'i • 1Cp° g 23-4-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions • No 39380 •,__ shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ""* • 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide wr fit between the bottom chord and any other members,with BCDL=10.0psf. ="0• — _ e - 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 518 lb uplift at joint 1 and 518 lb uplift at .,•. T, • - ` joint 7. _...4.-414111e ••• j: Zr • 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. .. O R `O , ,,♦ 1111 Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11•7473 rev.10103/2015 BEFORE USE. • Design valid for use only with MITekte connectors.This design is based only urx.n parameters shown,and is for an hdtvkival bolding corn{xment.not t a Inns system.Before use,the building designer must verify the appliceblity of design parameters and properly Incorporate this deskin into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and pompe ont br<x:irxi MiTek- _ Is always required for stablity and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the East Blvd.fabrication-storage,delivery,erection and tracking of musses and truss systems,seeANSI/TPII Quality Crt6904 erla,DS8-89 and SCSI Building Component Tampa,04 ParkeFEt 0 • Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Job , Truss Truss Type Qty Ply JA Long-Huf nagel Rend-JB 18236499 J160038 010 Common Girder 1 2 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:18 2016 Page 1 1 D:i7SBW TUNnZcL68Zggj?YcXzd3pU-?boO 1 o1wZN W PF2IUKXnMot owenFcMOE28eI VTTzah27 6-11-3 13-9-12 19-5-8 25-1-4I 31-11-13 { 38-11-0 6-11-3 I 6-10-9 5-7-12 5-7-12 6-10-8 6-11-4 Scale=1:66.6 555= 5.00[12 4 n 3x4% 3x4 3 5 5x52•✓ 5x5 6 ,• 7 16 ''S 11.. M000000000000000000 Io .. 12 11 19 10 g 8 HGUS26.2 5x5= 2x4 I: 6x6= 8x8- 6x6= 2x4 I 5x5= 1 6-11-3 i 13-9-12 I 19-5-8 I 25-1-4 I 31-11-13 38-11-0 I 6-11-3 6-10-9 5-7-12 5-7-12 6.10.8 6.11.4 Plate Offsets(X,V)-- [2:0-2.8,0-3-01,[3:0-0-0,0-0-0],[6:0-2-81l,0-3-0],[10:0-4-0,0-4.8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.12 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.20 10-11 >999 180 BCLL 0.0 • Rep Stress Incl NO WB 0.88 Horz(TL) 0.02 9 n/a Na > BCDL 10.0 I Code FBC2014/TP12007 (Matrix-M) Weight:470 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins. BOT CHORD 2x6 SP No.10 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-10 REACTIONS. (lb/size) 1=1366/0-3-8,9=3226/0-3-8,7=105/0-3-8 Max Horz 1=187(LC 7) Max Uplift1=-635(LC 8),9=-1556(LC 8),7=-200(LC 25) Max Gray 1=1366(LC 1),9.3226(LC 1),7=375(LC 14) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2746/1318,2-3=-2402/1322,3-4=-979/644,4-5=-979/644,5-6=-439/1053, 6-7=-485/553 BOT CHORD 1.12=-1143/2472,11-12=-1148/2474,11-19=-1032/2153,10-19=-1032/2153, 9-10=-909/574,8-9=-497/415,7-8=-491/419 WEBS 5-9=-2929/1541,6-9=-757/363,6-8=-11/335,2-12=-93/283,2-11=-728/460, 3-11=-820/1571,3.10=-1909/1069,4-10=-335/526,5-10=-1265/2543 NOTES- �11111111/1 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. `,0%�PS A. ,q /I, Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. �� <e.4��0 Webs connected as follows:2x4-1 row at 1-0-0 oc. �����••�,�G E N`SFS'•2/ �i 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to pl� connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. No 39380 • •• 3)Unbalanced roof live loads have been considered for this design. * r 4)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.10 • • y Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1. � •$ plate grip DOL=1.60 • • 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i. `" •'4 i 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �,�''.[� fit between the bottom chord and any other members. °° `` • •0 R19.."0\�%% 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 635 lb uplift at joint 1,1556 lb uplift at joint 9 "ie s .• ` `% . and 200 lb uplift at joint 7. /it /ON A1.-G•��0 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 1111111111 i. 9)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent at 15-11-12 from the left end to connect truss(es)to Thomas A.Albans PE No.39380 front face of bottom chord. MITek USA,Inc.FL Cert 6634 10)Fill all nail holes where hanger is in contact with lumber. 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Date:Standard March 15,2016 I 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE M11.7473 rev.10/032015 BEFORE USE. Design valid for use only with Mllekt9 connectors.This design Is based only upon parameters shown.and Is tax an individual building component.not a truss system.Before use,the briding designer must verity the applicability of design parameters and properly corporate this design into the overall MITek• bricihiss ng design. Bracing Indicated Is to prevent buckling of individual ss web and/or chomembers only.Additional temporary and perna rent bracing Is always required for stability and to prevent collcbse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btvd. Safely Information available from bill Plate institute.218 N.lee Street.Safe 312.Alexandria.VA72314. Tampa.FL 33610 I Job Truss Truss Type Oty Ply JA Long-Hutnegel Resd-JB 78236499 J1600.38 G10 Common Girder I 2 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc Tue Mar 15 13:59:18 2016 Page 2 I D:i7SBW TUNnZcL6BZggj?YcXzd3pU-?boO 1 oIwZN W PF2IUKXnMo1 owenFcM0E28elVTTzah27 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-7=-54,13-16=-20 Concentrated Loads(Ib) Vert:19=-1817(F) • A WARNING•Verity design premiers and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MY-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Mlleka connectors.This design Is based only upon parameters spawn.and Is for an Individual building component,not o truss system.Before use,the building designer must verify the applIcabtlty of design parameters and properly incortx>rate this design Into the overall building design. Bracing Indicated B to prevent buckling 01 individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• • Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regatlng the Parke Blvd.fabtcatkm,storage.delivery,erection and bracing of trusses and truss systems,sonANSI/TP11 Quality Criteria,DSB6904East • -89 and BCSI Building Component33610 Safety Information available from truss Plate institute,216N.lee Street,Suite 312,Alexandria.VA 22314. Tema.P, Job Truss Truss Type Qty Ply JA Long-Hulnegel Read•JB T8236500 J1600.38 H01 Hip Girder '1 2 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Mar 15 13:59:21 2016 Page 1 I D:i7SBWTUNnZcL68Zggj?YcXzd3pU-PAU W fgnorlvz6VU3OgL3QfQPs_K7ZUxUgcW 93ozah24 1 7-0-0 10-5.8 13-9-4 i 17-9-8 1 21-9-12 I 25-1-8 1 28-7-0 35-7-0 7-0-0 3-5.8 33-12 4-0-4 4-0-4 3-3-12 3-5-8 7-0-0 Scale=1:61.8 NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 5x8= 5.00 FIF NAILED 3x4= 4x4= 1.5x4 I NAILED 4x4= 5x5= 5x8= 27 4 28 29 305 31 326 33 34 7 35 36 37 8 38 9 r7 r£ nn nut II nn$MI nn C n nn f nn 110 3x4 1 354 R 10 cCt 1 11 I ` IQ nn nn fl vn n n nn 6 18 39 40 17 41 4216 43 441545 46 1447 48 13 49 12 SO 3x6 II 1.5x4 I 3x4= 6x6- 5x8= NAILED 6x6= 3x4 1.5x4 I I 3x6 I I SpecialNAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special Special NAILED Special 7-0-0 10-5.8 13-9-4 17-9-8i 21-9-12 I 25-1-8 1 28-7-0 35-7-0 7-0-0 3-5-8 33-12 4-0-4 4-0-4 3-3-12 3-5-8 7-0-0 Plate Offsets(X,Y)-- [1:0-2-8,0.1-1),[3:0-5-12,0-2.81,[8:0-2-8,0-3-01,[9:0-5-12,0-2-8),[11:0.2-8,0-1-1],[15:0-4-0,0-3-01 LOADING(psf) 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 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.14 12-13 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.43 Horz(TL) 0.04 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:366 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-5 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-11-4,Right 2x4 SP No.2 1-11-4 REACTIONS. (lb/size) 1=470/0-3-8,11=1402/0-3-0,16=4091/0-3-8 Max Horz 1=-64(LC 6) Max Uplift1=200(LC 8),11=-622(LC 8),16=-1853(LC 8) Max Grav1=470(LC 1),11=1402(LC 1),16=4100(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-420/34,2-3=-558/301,3-27=-410/704,4-27=-410/704,4-28=-1024/2238, 28-29=-1024/2238,29-30=-1024/2238,5-30.1024/2238,5-31=-325/272,31-32=-325/272, 6-32=-325/272,6-33=-325/272,33-34=-325/272,7-34=-325/272,7-35=-1791/899, 35-36=-1791/899,36-37=-1791/899,8-37=-1791/899,8-38=-2406/1176,9-38=-2406/1176, 9-10=-2726/1262,10-11=-1224/446 BOT CHORD 1-39=-202/514,18-39=-202/514,18-40=-213/549,17-40=-213/549,17-41=-704/442, 41-42=-704/442,16-42=-704/442,16-43=-2238/1046,43-44=-2238/1046, 1111111111/ 15.44=-2238/1046,15-45=-781/1791,45-46=-781/1791,14-46=-781/1791, 111 I" 14-47=-1056/2395,47-48=-1056/2395,13-48=-1056/2395,13.49=-1087/2480, •0 _PS A, q� ,ice 12-49.1087/2480,12-50=-1079/2450,11-50=-1079/2450 �%•%.r� ••GEN e'9 ��� WEBS 3-18.233/791,3-17=-1580/702,4-17=-455/1156,4-16=-2145/979,5-16=-2363/1154, ,��.� •.•�\ StC•••2� �� 9-12=-184/711,7-14=-293/830,8-13=-115/307,8-14=-883/415,7-15=-1955/870, i 6-15=-496/335,5-15=-1399/3111 NO 39380 ••• - • * • .. NOTES- . 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ="77 s Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 0-8-0 oc. 1e• •: � Webs connected as follows:2x4-1 row at 1-0-0 oc. • 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)Section-Ply to ply°I,�•• Q R 1 Q •• \�s.." connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �j s• ••••••'•���•� • 3)Unbalanced roof live loads have been considered for this design. �� jS��N AL 11�� 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45ft;L=36ft;eave=5ft;Cat.II; ///I I i 1 f 11111 Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 Thomas A.Alberti PE No.39380 plate grip DOL=1.60 Mak USA,Inc.FL Cert 6634 5)Provide adequate drainage to prevent water ponding. 6904 Parke East Blvd.Tampa FL 33610 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Date: 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will March 15,2016 fit between the bottom chord and any other members. mit 0 WARNWO-Verify design parameters and READ NOTES ON THIS AND INCLUDED MMTEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MIlekm connectors.this design is bused only upon rxxamelers shown.and Is for an Individual rxilding component,nol a truss system.Before use,the building desk ner must verify the appllcabllty of design parameters and properly IncorIxxate this design into the overall building design. Bracing Indicated Is to prevent buckling of In dMduat 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 hltxy and property damage. For general guidance regarding the Blvd. East fabrication.storage.delivery,erecta n and bracing of trusses and truss systems.SeeANSI/TPII Quality Criteria.DSB-e9 and BCSI Building Component 6904 E Safety Information available from truss Plate Institute,218 N.lee Street,Suite 312,Nexarxdrkl.VA22314. 6904P.Parke s10 _ - 1 • Job Truss Truss Type 1 Oty Ply JA Long-Hutnagel Resd-JB T8236500 J1600$8 H01 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:21 2016 Page 2 ID:i7SB WTU NnZcL68Zggj?YcXzd3pU-PAU W fgnorlvz6VU30gL3Qf0Ps_K7ZUxUgcW 93ozah24 NOTES- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 200 lb uplift at joint 1,622 lb uplift at joint 11 and 1853 lb uplift at joint 16. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 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)283 lb down and 368 lb up at 7-0-0,and 283 lb down and 368 lb up at 28-7-0 on top chord,and 253 lb down and 126 lb up at 6-9-14,321 lb down and 153 lb up at 7-2-2,and 321 lb down and 153 lb up at 28-4-2,and 253 lb down and 126 lb up at 28-9-2 on bottom chord. The desigrVselection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-9=-54,9-11=-54,19-23=-20 Concentrated Loads(Ib) Vert:3=-211(B)9=-211(6)18=-321(B)12=-321(B)27=-111(B)28=-111(B)30=-111(B)31=-111(B)32=-111(B)33=-111(B)34=-111(B)35=-111(B)37=-111(B) 38=-111(8)39=-253(B)40=-67(B)41=-67(B)42=-67(B)43=-67(B)44=-67(B)45=-67(B)46=-67(B)47=-67(B)48=-67(B)49=-67(B)50=-253(B) • f. Q WARNING-Ver11y design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10'031016 BEFORE USE. Design valid for use only wilts Mlreke connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a taus system.Before use,the building designer must verify the applk:oWity of design parameters and properly Incorporate this design Into the overall budding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing M ilek' Is always required for stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the East Blvd. tabricatlon.storage..delivery,erection and bracing of trusses and truss systems.seeANSI/TPl1 Quality Criteria,058-89 and BCSI Bullring Component 690469 P.Parke East 0 Safety Information available tom truss Plate Institute,218 N.lee Street.Sulte 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply JA Long-Hulnagel Reid•JB 78236501 J160Q38 H02 'Hip 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 a Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:22 2016 Page 1 I D:i7SBWTUNnZcL68Zggj?YcXzd3pU-tN2VSAOOcc 1 gkf3FZNslytza5OflltOe3GGjcEzah23 4.6.6l 9-0-0 I 13-8-4 i 17-9-8 I 21-9-12 26-7-0 31-0.11 l 35.7.0 l 4-6•6 4-5-10 4-9-4 4-0-4 4-0-4 4-9-4 4-5-10 4-6-6 Scale=1:61.8 5x5= 1.5x4 11 1.5x4 II 5x5= 5.03112 3x4= 3 22 23 4 5 6 24 25 7 !:3 ® n 8 V. 1.5x4 I I 1.5x4 11. 2 8 26 C PO 2 27 I e 19 c li 13 12 11 10 3x4= 5x8= 5x8= 3x4= 6x6= 6x6= 4.6.6p 13-9-4 i 21-9-12 I 31-0-11 35-7-0 4.6.6 9-2-14 8-0-8 9-2-14 4-6-6 Plate Offsets(X,Y)-- f 11:0-4-0,0-3-01,fl 2:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.16 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.44 10-11 >598 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.02 9 r1/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2MITek recommends that Stabilizers and required cross bracing WEDGE : be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.2,Right:2x4 SP No.2 j Installation guide. REACTIONS. (lb/size) 12=1736/0-3-8,1=252/0-3-8,9=645/0-3-0 Max Horz 1=84(LC 11) Max Uplittl2=-609(LC 12),1=-100(LC 12),9=-238(LC 12) Max Grav12=1736(LC 1),1=287(LC 21),9=663(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-403/162,20-21=-336/168,2-21=-333/170,2-3=-418/282,3.22=-262/813, 22-23=-262/813,4-23=-262/813,4-5=-262/812,5-6=-580/341,6-24=-579/341, 24-25=-579/341,7-25=-579/341,7-8=-1233/668,8-26=-1163/564,26-27=-1175/562, 9-27=-1234/553 BOT CHORD 1-13=-125/340,12-13=-271/135,10-11=-280/724,9-10=-473/1095 WEBS 2-13=-246/253,3-13=•311/618,3-12.8191440,4-12=-273/204,6-11=-262/199, 7-10=-260/506,5-12=-1079/507,5-11=-328/809 `,•%%-0111111g/4 tA�`PS I A1• q4//,/, NOTES- %A. Or` <e .t,�♦ 1)Unbalanced roof live loads have been considered for this design. `��`A 4.V.�,\C•E N S�`•9"vj♦♦♦ 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25th B=45ft;L=3611;eave=5ft;Cat.II; ♦ Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-010 3.6-11,Interior(1)3-6-11 to 9-0-0,Exterior(2)9-0-0 to No 39380 •:.-� 31-7-6,Interior(1)31-7-6 to 35-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 — 3)Provide adequate drainage to prevent water ponding. =-fl•• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,7,-. 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 willi, T' _ a ` , • fit between the bottom chord and any other members. ♦to, ~ .tom ,•• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 609 lb uplift at joint 12,100 lb uplift at Joint 1-••••—‘-<(••••�' •£ C R %V...* ♦ ��� and 238 lb uplift at Joint 9. 0//sk9•••••••••••` �, 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. I/,,,�0 N A, 00 Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1ee3/2015 BEFORE USE. int Design valid la use only vAth Mltek49 connectors.1Ns design Is based only upon parameters shown.and Is for an Individual balding component.not a Truss system.Before use,the bullring designer must verify the app llcab8 ty of design parameters a d properly incorporate this design Into the overall beading design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possble personal Injury and properly damage. for general gutda ce regarding the 6904 Parke Est Blvd. fabrication.storage,delNery,erection and bracing of trusses and trusse systems.SeeANSI/1PI1 Qralty Criteria,DSB-89 and BCSI Bulling Component East B Safely IMormatIon available from less Plate Institute,218 N.loo Street Site 312 Alexandria,VA 22314. Tampa.P.Parke Job Truss Truss Type Oty Ply I JA Long-Hulnagel Resd•JB T6236502 J1600a8 H03 Hip 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:23 2016 Page 1 ID:i7SB W TUNnZcL68Zggj?YcXzd3pU•LZbH4W p2Nv9hLpdS75NXV4 W h1 o_L 1 MMnlw?G8gzah22 5.6-6I 11-0-0 17-9-8 I 24-7-0 I 31-7-6 5.6.6 5-5-10 6.9.8 6-9-8 7-0-6 Scale=1:55.1 4x10= 1.5x4 II 4x10= 4 19 20 5 21 22 6 5.00171i- .-::- .00 t� !1 23 3x4 t 8 24 5x5 CI 3 7 q N 3x4 i 17 12 '� M qt 1 2 I N N S I ' u t: 12 11 10 9 8 1.5x4 II 3x4= 5x8= 3x4= 3x6 I 5x5= 5-6-6 I 11-0-0 17-9-8 24-7-0 31-7-6 I 5-6-6 5-5-10 6-9-8 6-9-8 7-0-6 Plate Offsets(X,Y)-- [1:Edge,0.2-0],[4:0-6-8,0-2-0],[6:0.6-8,0.2-0],[10:0.4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.70 I Vert(LL) -0.12 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.32 10-11 >999 180 BCLL 0.0 • Rep Stress Ind* YES : WB 0.50 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:168 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-13 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 I MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer j Installation guide. I REACTIONS. (lb/size) 1=1159/0-3-8,8=1159/Mechanical Max Horz1=155(LC 11) Max Uplittl=-416(LC 12),8=-417(LC 12) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. • TOP CHORD 1-2=-831/349,2-17=-2225/1001,3-17.2192/1013,3-18=-1915/897,4-18=-1862/912, 4-19=-1894/964,19-20=-1894/964,5-20=-1894/964,5-21=-1894/964,21-22=-1894/964, 6-22=-1894/964,6-23=-1440/711,23-24=-1446/699,7.24=-1511/697,7-8=-1093/566 BOT CHORD 1-12=-994/2004,11-12=994/2004,10-11=-805/1726,9-10=-597/1322 WEBS 3-11=-323/209,4-11=-59/358,4-10=-119/345,5-10=-418/284,6-10=336/773, 7-9=-546/1289 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=45ft;L=32ft;eave=oft;Cat.II; s• „N.,...: ' •'.......••••e,9��,, Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-3-11,Interior(1)3-3-11 to 11-0-0,Exterior(2)11-0-0 to ,,.k' . \_\G E N S` .'•4. °• ' 29-0-11,Interior(1)29-0-11 to 31-5-10 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 = No 39380 3)Provide adequate drainage to prevent water ponding. f • * % 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — : 11 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-3•% b” tit between the bottom chord and any other members. �_s T 6)Refer to girder(s)for truss to truss connections. • /�� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 416 lb uplift at joint 1 and 417 lb uplift at O R `O \' ' joint 8. 0� • 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •/j 61 '..•'•• . \ %• il,,�ONA�t 00 Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 _ Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 411.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIlekS connectors.Inds design is based only upon parameters shown.and Is for an Individual bolding component.not a truss system.Belore use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall buNdIng design. Bracing Indicated Is to prevent heckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek* Is always regaled for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Parke EastBNd. klbrkcatkrn,storage,delivery,erection and bracing of trusses aril truss systems,seeANSI/IPtl Quality Cre6904 arla,DSB-89 and SCSI Building Component Tampa.04 33610 Satisfy Information available nom Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. __ _ Job Truss Truss Type lOty Ply JA Long•Hulnagel Resd-JB 18236503 J160018 H04 Hip 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:23 2016 Page 1 ID:i7SB WTUNnZcL68Zggj?YcXzd3pU-LZbH4 W p2Nv9hLpdS75NXV4W igoz91 GOnlw?G8gzah22 6.6.6I 13-0-0 17-9-8 I 22-7-0 26-11-7 31-7-6 6-6-6 6-5-10 4.9.8 4.9.8 4-0.7 4-7-15 Scale=1:55.1 4x4= 4x4= 3x4=- 4 4 519 20 21 6 I 1 5.00.12 r2 n n 3x5 3x4% 18 7 .- 22 3 2x4 l R 8 3x41 17 . 2 M 5Qy� 1 - w I * t e -. 23 24 12 17 10 9 1.5x4 II 5x8= 3x8= 6x6= 5x5= 6.6.613-0-0 22-7-0 I 31-7-6 6.6.6 6-5-10 9-7-0 9-0-6 Plate Offsets(X,V)-- [1:Edge,0.2-0),[11:0-3-4,0-3-0) LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.20 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.45 10-11 >832 180 BCLL 0.0 • Rep Stress Incr YES WB 0.84 Horz(TL) 0.09 9 n/a Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) i Weight:171 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0-12 oc purlins, except BOT CHORD 2x4 SP No.2'Except` end verticals. 9-11:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. WEBS 2x4 SP No.2 j MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0 i be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=1159/0-3-8,9=1159/Mechanical Max Horz 1=172(LC 11) Max Uplift1=-416(LC 12),9=-417(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-841/316,2-17=-2223/980,3-17=-2134/996,3-18=-1775/833,4-18=-1706/847, 4-19=-1578/845,5-19=-1578/845,5-20=-1339/730,20-21=-1339/730,6-21=-1339/730, 6-7=-1494/742 BOT CHORD 1-12=-972/2001,11-12=-972/2001,11-23=-727/1569,23-24=-727/1569,10-24=-727/1569, 9-10=-559/1145 WEBS 3-11=-482/282,4-11=-118/401,5-10=-436/243,6-10=-115/358,7-10=-34/335, 7-9=-1444/691 1111111111/, NOTES- �• ors.... A. 4,SI dPei 1)Unbalanced roof live loads have been considered for this design. �� �. .•' �,E N S'•• -T �� 2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45f1;L=32ft eave=4f1;Cat.II; �� k •. \, u••.• / • Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-3-11,Interior(1)3-3-11 to 13-0-0,Exterior(2)13-0-0 to .• 27-1-0,Interior(1)27-1-0 to 31-5-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and No 39.380 •..__-_ forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. • • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -13•• . — 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 wilt: , • • . /i, fit between the bottom chord and any other members,with BCDL=10.Opsf. .r �y 1! 6)Refer to girder(s)for truss to truss connections. �••._%/ i 4. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 416 lb uplift at Joint 1 and 417 lb uplift at i• N `" 0 R 1 O..'r„\ Joint 9. ,• 0"�•••...•••C` ,•% 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,s . N A;11111ss Thomas A.Albani PE No.39380 MIFek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032016 BEFORE USE. p Design valid for use only with MITekI connectors.Ibis design Is based only upon parameters shown,and Is for an Indlviduch building component,not a truss system.Before use,the twedlng designer must verity the appiicabllty of design parameters and properly incorporate this design into the overall bxlding 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 possbie personal Injury and property damage. For general guidance regarding the fatrricatkrn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. I Safety Information avaltab le horn truss Plate Institute,218 N.Lee Street,Suite 312,Alexanc1iia,VA 22314. Tampa.FL 33610 __1 Job Truss Truss Type I Oty Ply JA Long•Hutnagel Resd-JB T8236504 J160038 H05 Hip !1 1 I Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek industries,Inc.Tue Mar 15 13:59:24 2016 Page 1 I D:i7SBWT UNnZcL68Zggj?YcXzd3pU-pl9f HsggBDHYzzCehoum 112gbBJ6mrPwW alpg7zah21 7.6.6 15-0.020-7-0 I 25-11-7 31-7-6 i I 7-6-6 I 7-5-10 5-7-0 5-4-7 5-7-15 Scale=1:55.5 4x10= 4x4= 4 19 2021 5 X78! E: 5.00 12 3x4 19 226 3x4 3 23 Cr.?3x5 7 m 3x4 G 17t I.! " 2 co i S e 3 N 12 11 24 10 9 8 5x5= 1.5x4 II 5x5= 3x8= 3x5= 3x6 I I 7-6-6 I 15-0-0 + 20-7-0 25-11-7 31-7-6 7-6-6 7.5.10 5-7-0 5-4-7 5-7-15 Plate Offsets(X,Y)-- [1:Edge,0-2-01,[4:0-6-8,0-2-01,[11:0-2-8,0-3.01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.12 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.36 11-12 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.32 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:174 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 BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-11,4-10 SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1159/0-3-8,8=1159/Mechanical Max Horz 1=190(LC 11) Max Upliftl=-416(LC 12),8=-417(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-818/269,2-17=-2210/949,3-17=-2104/967,3-18=-1618/770,4-18.1536/784, 4-19=-1280/737,19-20=-1280/737,20-21=-1280/737,5-21=-1280/737,5-22=-1382/742, 6-22=-1444/727,6-23=-1366/671,7-23=-1431/661,7-8=-1106/548 BOT CHORD 1-12=-938/1986,11-12=-938/1986,11-24=-632/1417,10-24=-632/1417,9-10=-575/1274 WEBS 3-12=0/276,3-11=-641/337,4-11=-105/460,4-10=-317/131,5-10=-94/319, 6-9=-329/229,7-9=-554/1304 ‘Il�1111111/g1/1, NOTES- 1)Unbalanced roof live loads have been considered for this design. �k' PS A. q ,,• 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=32ft;eave=oft;Cat.II; s• O,••'''' " ••.?..94:0,, Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-3-11,Interior(1)3-3-11 to 15-0-0,Exterior(2)15.0.0 to •••Ac,•'\,\"E N Sk' ', . i• 25-0-11,Interior(1)25-0-11 to 31-5-10 zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and:: No 39380 • i forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 - 3)Provide adequate drainage to prevent water ponding. ... 3 • 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 wit=—0• _-- • . - fit between the bottom chord and any other members,with BCDL=10.0psf. -71,3f: •T. � !u 6)Refer to girder(s)for truss to truss connections. • -r �.►�"=tom �/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 416 lb uplift at joint 1 and 417 lb uplift at i' �, O R,O•:�, �`�� joint 8. ``` • 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. '.,SSS '• ��•• Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 I wit o WARNING-Verify dedyn parameters and READ NOTES ON THIS AND INCLUDED MJIEK REFERANCE PAGE 415.7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with tvtlleks)connectors.this design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall braiding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always requited for stability and to prevent collapse with possible personal flay and properly damage. For general guidance regarding the fabrication.storage.delNery,erection and bracing of trusses and truss systems,seoANSI/TP11 Quality CrBario,D58-89 and SCSI Building Component 6904 ParFLke East Blvd. Safely Information available from Inas Plate Institute.'218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job !Truss Truss Type Qty ;Ply r JA Long•Hufnagel Resd-JB T8236505 J160438 H06 Hip 1 1 'Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:25 2016 Page 1 I D:i7SBW TUNnZcL68Zggj?YcXzd3pU-Hxj 1 VCrJvXPPb6ngFVP?aVb3JbexVE041E UNCZzah20 I 5.8.7 I 11-4-4 i 17-0-0 18-7-0 i 24-11-7 i 31-7-6 5-8-7 5-7-12 5-7-12 1-7-0 6-4-7 6-7-15 4x4= Scale=1:55.5 4x7= 5 6 r. 5.00 3x4..1:- tg 20 3x4 4 7 1.5x4�� N. 21 W 3x6 3 8 3x4% 18 2 12 11. 141 Ta. L, L` [7 leo N 13 12 11 10 9 5x5= 3x4= 5x8= 3x4= 3x5= 3x6 I' I 8-6-6 17-0-0 i 18-7-0 { 24-11-7 i 31-7-6 8-6-6 8-5-10 1-7-0 6-4-7 6-7-15 Plate Offsets(X,Y)-- (1:Edge,0-2-01,16:0.5.4,0-2.0),112:0-4-0,0-3-01` LOADING(pst) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.14 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.42 12-13 >903 180 BCLL 0.0 • Rep Stress Ince YES WB 0.62 Horz(TL) 0.08 9 n/a n/a s BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:188 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-12 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 ! MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer j Installation guide. REACTIONS. (lb/size) 1=1159/0-3-8,9=1159/Mechanical Max Horz 1=208(LC 11) Max Uplift/=416(LC 12),9=-417(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-821/270,2-18=-2219/945,3-18=-2185/958,3-4=-2039/893,4-19=-1412/691, 5-19=-1344/708,5-6=-1245/694,6-20=-1306/690,7-20=-1382/672,7-21=-1439/664, 8-21=-1505/652,8-9=-1098/533 BOT CHORD 1-13=-906/1997,12-13=-758/1689,11-12=-479/1207,10-11=-572/1335 WEBS 4-13=-80/402,4-12=-603/347,5-12=-182/358,6-12=-98/329,8-10=-533/1329 NOTES- 11111111/ 1)Unbalanced roof live loads have been considered for this design. ��1110111111/114 f��I 2)Wind:Exp C;End..,GCpi=0.18;SCE 7-10; IMW FRS(dircond gust)ectional)al)a d C-ClExterior()0-1-12 to 3 3-11,Interior(1)3-3-11 o 17 0-0 Exterior(2)17 0-0 to I ```SX0.•• - A• AS0..1.,17/Ip'dt. 18-7-0,Interior(1)23-0-11 to 31-5-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ���A". �, G E N SSC ••• . / °0 forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 3)Provide adequate drainage to prevent water ponding. No 39380 4)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wt •• fit between the bottom chord and any other members. =-0 6)Refer to girder(s)for truss to truss connections. e • - 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 416 lb uplift at joint 1 and 417 lb uplift at �,• •T " •iL/� • joint 9. 4•:;--4% •' i .•• , , * 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. i. 0 R 1 G, `• o.',ss�ONA-— 0 11111 Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 4 0 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MllekS)connectors.itis design Is teased only upon parameters shown,and Is for an individual building component.not a truss system.Before use.the building designer must verify the obi Alc rbiity of design parameters and properly Incorporate this design Into the overall txiking design. Bracing indicated Is to prevent buckling of Indtvtdual tress web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabricatkxn,stooge,delivery,erection and laming of tr sses and trss systems.seeANSI/1PI I Quality Criteria,DSB-89 and BCSt Building Component ; 6904 Parke East Blvd. Safely Information available from truss Plate institute,218 N.tee Street,Suite 312,Alexondrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply JA Long-Hutnagel Rend-JB 78236506 J160038 K01 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Mar 15 13:59:42 2016 Page 1 I D:i7SB W TUNnZcL68Zggj?YcXzd3pU-I DFS302zvIY?7ka5kaD_m4ovISTf_yvafN6ml4zah1I 21-3-0 7-0-0 10-4-0 15-8-0 21-0-0 217 27.1.7 32.11.14 38-11-0 I 7-0-0 } 3-4-0 5-4-05-4.0 o-1 s-10-7 I 5-1x7 i 5-11-2 -- 0.1.8 Scale=1:69.6 5x5= 6 3x5% 3x4 Special 5 7 5.00 12 5x8= 5x5= • K 1.5x4"/ 7. 3 8 n r��� 3x4 i 3x4 2 9 1 I air .. -. - ��. 10 la l 15 24 14 13 12 25 26 11 3x10 II 4x4= 8x8= 5x8= 6x8= 3x4= 3x8 II Special Special 21.3-0 7.00_ 10-40 154-0 21-00 2111.8 300.11 I 38.11.0 70.0 I 3-4 5-4-0 5-4-0 0-1 8-9-10 8.10-5 0-1.8 Plate Offsets(X,Y)-- [1:0-2-12,0-3-6],[3:0-5-12,0-2-81,110:0-3-8,Edgel,[12:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.26 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.57 11-12 >811 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.45 Horz(TL) 0.16 10 n/a n/a • BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:435 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. 1-3:2x4 SP No.1D BOT CHORD Rigid ceiling directly applied or 6-5-3 oc bracing. BOT CHORD 2x4 SP No.2'Except` WEBS 1 Row at midpt 4-13,5-12 1-13:2x6 SP No.1D WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-11-3,Right 2x4 SP No.2 1-11-15 REACTIONS. (lb/size) 1=3827/0-3.8,10=1957/0-3-8 Max Horz 1=-169(LC 6) Max Uplift/=-1488(LC 8),10=-728(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or Less except when shown. TOP CHORD 1-2=-5231/1924,2-3=-8348/3277,3-4=-8184/3221,4-5=-5208/2054,5-6=-3335/1364, 6-7=-3348/1363,7-8=-3878/1495,8-9=-4020/1538,9-10=-1555/496 BOT CHORD 1-24=-2930/7621,15.24=-2930/7621,14-15=-2973/7738,13-14=-3107/8190, 12-13.1712/4722,12-25.1219/3443,25-26=-1219/3443,11-26=-1219/3443, 10-11=-1338/3627 WEBS 3-15=-916/2523,3-14=-664/1167,4-14=-774/621,4-13=-4009/1615,5-13=-778/2086, 5-12=-2387/1009,7-12=-638/340,7-11=-106/391,6-12.868/222401111111///I NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: ,���,r\`r•,...�Ci E N Si.. 2� �. Top chords connected as follows:2x4-1 row at 1-0-0 oc. •• i Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc,2x4-1 row at 1-0-0 oc. No 39_3__80 . r Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to e, .�� • connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. — .. 3)Unbalanced root live loads have been considered for this design. • 'D ` ' •}•1/ 4)Wind:ASCE 7-10;Vuit=13omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.l . - T t•om Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.6 .. * • plate grip DOL=1.60 • i� $s• �O R\C).�• .\`�• 5)Provide adequate drainage to prevent water ponding. 7)6)'This his truss has been dess has been signed for a lned for a li.0 psf bottom chord live load nonconcurrent i�ve load of 20.psf on the bottom chord in all alth any other reas where aive loads.rectangle 3-6-0 tall by 2-0-0 wide will i��',,*141111110" 1 1 Al E,,,s� fit between the bottom chord and any other members,with BCDL=10.0psf. Thomas A.Alban)PE No.39380 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=1488, Mfiek USA, lbanc.FL Cert 6634 t 0=728. 6904 Parke East Blvd.Tampa FL 33610 9)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)293 lb down and 318 lb up at Date. 7-0-0 on top chord,and 253 lb down and 126 lb up at 6-9-14,and 2532 lb down and 994 lb up at 7-2-2 on bottom chord. The March 15,2016 .. .i1 ,nIminrtina of e„rh rnnnnrtinn Nnvirate1 is th ',that n rncnnncihilih,of',thee m11. r I 0 WARNING-Verify dWNgn parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MB-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mllekca connectors.Ns design is based only upon parameters shown,and Is for an individual building component.nent.not a truss system.Before use,the balding designer must verity the applIcabllty 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 aid permanent bracing MiTek' is always required for stability and to prevent collo se with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and 19153 systems,seeANSI/1Ptl Quality CrIterla,058.89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Lira Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 - J Job I Truss Truss Type Oty Ply I JA Long-Hut nagel Rend-JB T6236506 J160038 KO1 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:42 2016 Page 2 I D:i7SB W TUNnZcL68Zggj?YcXzd3pU-I DFS302zvlV?7ka5kaD_m4ovjSTf_yvafN6ml4zahl I LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pH) Vert 1-3=-54,3-4=-54,4-6=-54,6-10=-54,16-20=-20 Concentrated Loads(lb) Vert:3=-140(F)15=-2532(F)24=-253(F) WARNWG•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITeteD connectors.This design Is based only upon parameters shown,and Is for an individual l txtlding component.not a tr ss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possible personal Injury and property damage. For general au ldcznce regarding the falx cation.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI BuIding Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute.218 N.Lee Street.Suite 312,PJexancfna,VA 22314. Tampa.FL 33610 • Job Truss 'Truss Type Oty Ply JA Long-Hulnagel Resd-JB T8236507 J160038 K02 Roof Special !1 1 I I Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:43 2016 Page 1 ID:i7SB W TUNnZcL68Zggj?YcXzd3pU•mPprGL2bg3gslt911 HkDJIL4nrp9jK.0 i rKgWzah l k 4-6-6 9-0-0 12-4-0I 16.8.12 21-1-8 I 27-0-7 i 32-11-6 I 38-11-0 4-6-6 4-5-10 3-4-0 4-4-12 4-4-12 5-10-15 5-10-15 5-11-10 Scale=1:68.9 5x5= 7 3x5 6 26 27 3x4 C 5x8— 5x5= 5.00 12 r'n_t" n 9 1.5x4 O 1.5x4 25 328 a 3x5 i 24 3x5 Q 2 10 e I :]. /\I ' 4-4.46.� 11 ]d ra 30 15 14 13 31 32 12 3x4_ 5x8= 5x8= 3x4— 6x6= 6x6_ . 9-0-0I 12-4-0 21-1-8 i 30-0-3 1 38-11-0 I ' 9-0-0 3-4-0 8-9-8 8-10-11 8-10-13 Plate Offsets(X,Y)-- 14:0.5-12,0-2-81,113:0-4.0,0-3.01,114:0-4-0,0-3-0] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.28 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.70 13-14 >658 180 BCLL 0.0 • Rep Stress Incr YES WB 0.78 Horz(TL) 0.15 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) � Weight:210 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. WEBS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1429/0-3-8,11=1429/0-3-8 Max Horz 1=-170(LC 10) Max Uplift)=-514(LC 12),11=-514(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1073/294,2-24=-2795/1266,3-24=-2740/1266,3-25=-2668/1167,4-25=-2639/1180, 4-5=-2946/1334,5.6=-3271/1509,6-26=-2008/950,7-26.1998/963,7-27=-1963/971, 8-27=-2033/954,8-9=-2646/1159,9-28=-2762/1226,10.28=-2827/1213,10-11.1015/327 BOT CHORD 1-15=-1125/2516,14.15=-990/2438,14-29=-898/2311,29-30=-898/2311, 13-30=-898/2311,13-31=-849/2256,31-32=849/2256,12.32=-849/2256, 11-12=-1039/2550 WEBS 4-14=-335/840,5-14=-1409/696,6-14=-505/1119,6-13=-835/488,7-13=-554/1263, 8-13=-615/344,8-12=-83/385 111111111//, NOTES- .% 000.$ • A. q40 X11.• 1)Unbalanced roof live loads have been considered for this design. �� .r .••�G•E N S•• T . 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=39ft eave=511;Cat.II; ,. k V d:•••� Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-0-7,Interior(1)4-0-7 to 9-0.0,Exterior(2)9-0-0 to 25.0-3; i Interior(1)25-0-3 to 38-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& No 39.3__80 MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 - * � 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .- / e - 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt , • . /„ fit between the bottom chord and any other members,with BCDL=10.Opsf. (j-Y - � .<✓1,/ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=514,••'.� �, O R ,O ,�� 11=514. ���4 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9_ . .�?�,, $/"1111111\1111 Thomas A.Alban)PE No.39380 Mfek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITel &connectors.This design Is bused only upon p araneters shown,and Is for an Individual txrldkng component.nent.not ` a truss system.Before use,the Lxilding designer must verify the applicability of design granters and properly incorporate this design into the overall txlding design. Bracing Indicated Is to prevent buckling of Incilvkival truss web and/or chord members only. Additional temrxray and permanent bracing MiWek • is always required for stability and to prevent collapse with possible personal hyury and property damage. For general guidance regarding the 6904 Parke East Blvd. ' fabrication,storage,delivery,erection and bracing of!rinses and truss systems.seeANSI/1PI1 Quality dled Ca,058.89 and SCSI Building Component Safely Information available horn Truss Plate Institute.218 N.Lee Street,Suite 312,Plexanhia.VA 22314. Tarrpa.FL 33610 Job • Truss Truss Type Qty Ply I JA Long-Hufnagel Resd•JB T8236508 i J160098 K03 Roof Special 1 i 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7 640 s Sep 29 2015 MiTek Industries.Inc. Tire Mar 15 13:59:44 2016 Page 1 ID:i7SBW TUNnZcL68Zggj?YcXzd3pU-EbNDUh3DRMojN 1 kUs?FSrVtGtF9W StXt7hbtMyzah ll I 5-6-6 I 11-0-0 I 14-4-0 21-1-8 26-4-8 31-7-8 37-2-0 5-6-6 5-5-10 3-4-0 6-9-8 5-3-0 5-3-0 5-6-8 Scale=1:66.5 5x5= 6 5x5= 5x5= 23 24 3x4 5.00 12 4 v .• 21 22 'INN...4 1pp. 3x8 3x4 20 8 n 3 25 3x4 19 ` 2x5 I N 9 2 `: l 14 13 12 27 11 10 5x5= 1.5x4 II 5x8_ 5x8= 3x4= 6x6= I 5-6-6 11-0-0 21-1-8 29-0-0 37-2-0 I 5-6-6 5-5-10 10-1-8 7-10-8 8-2-0 Plate Offsets(X,Y)-- 11:Edge,0-2-01,112:0-4-0,0-3-01,113:0-3-4,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.23 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.66 12-13 >668 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.13 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:204 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.10 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 WEBS 1 Row at midpt 5-12,8-10 I MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=1364/0-3-8,10=1364/Mechanical Max Horz 1=198(LC 11) Max Uplift1=-490(LC 12),10=-490(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1057/420,2-19=-2669/1154,3-19=-2624/1166,3-20=-2413/1068,4-20=-2370/1080, 4-21=-2193/1053,21-22=-2193/1053,5-22=-2193/1053,5-23=-1845/860,6-23=-1776/872, 6-24=-1773/902,7-24=-1828/887,7-8=-2161/981 BOT CHORD 1-14=-1090/2410,13-14=-1090/2410,12-13=-1054/2446,12-26=-746/1892, 26-27=-746/1892,11-27=-746/1892,10-11=-820/1907 WEBS 3-13=-284/203,4-13=-255/678,5-13=-454/261,5-12=-994/559,6-12=-426/1034, ,441111111// 7-12=-433/242,8-10=-2058/873 NO i p,S A. 44///,i NOTES- •` O� e ,'. 1)Unbalanced roof live loads have been considered for this design. `���A. •••V\GENS`'••' ��. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25th B=4511;L=37ft;eave=50;Cat.114; ..• i Exp C;End.,GCpi�.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-10-6,Interior(1)3-10-6 to 11-0-0,Exterior(2)11-0-0 to No 39.3.80 �•____ 24-10-2,Interior(1)24-10-2 to 37-0-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members anc1: * ;_ forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• 3)Provide adequate drainage to prevent water ponding. .- ' • s 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .• - • w 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�— -,r -1:0' 1: •: • fit between the bottom chord and any other members,with BCDL=10.Opsf. w_ O R 1 O �.,.� 6)Refer to girder(s)for truss to truss connections. • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=1b)1=490, •i�s •'•••• ��•�� 8),Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. �� /I/ N A%1����, Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING•Wally design paramefera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mlleka connectors.Ills design is based only Moos rxxarneters shown.and Is for an Individual txrildtng component,not I id 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 with possible personal injury and property damage. For general guidance regardl cs the fabrication,storage-delivery.erection and bracing of trusses and tnrss systems.seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalabie from Inns Plate Institute,218 N.Leo Street,Suite 312,Alexandria,VA 22314. Tanga.FL 33610 Job Truss 'Truss Type Qty Ply JA Long-Hulnagel Resd•JB 78236509 J160038 K04 Roof Special 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:45 2016 Page 1 I D:i7SBWT UNnZcL68Zggj?YcXzd3pU-ioxbh l4sCgwZ_BJgOimhOjQRzfTcBE_OLLKRVPzah 1 i I 6-6-6 13-0-0 I 16-4-0 I 21-1-8 26-4-8 I 31-7-8 I 37-2-0 6-6-6 6-5-10 3-4-0 4-9-8 5-3-0 5-3-0 5-6-8 Scale=1:66.5 5x5= 6 5x5= 5x5= 4 21 22 3x4 5.00 r2 7 x, 20 3x8 8 g 3x4 i 3x43 19 2x5 I, 4.9 ,7 2 y 1 c� 14 13 24 25 12 26 27 11 10 1.5x4 II 5x8= 5x8= 5x5= 3x4= 6x6= 6-6-6i 13-0-0 I 21-1-8 29-0-0 i 37-2-0 ' 6-6-6 6-5-10 8-1-8 7-10.8 8-2-0 Plate Offsets(X,Y)-- [1:Edge,0-2-01,[12:0-4-0,0-3-01,113:0-3-4,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.20 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.51 12-13 >868 180 BCLL 0.0 • Rep Stress Ina YES WB 0.81 Horz(TL) 0.14 10 Na Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:207 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2`Except` end verticals. 1-13:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 8-10 SLIDER Left 2x4 SP No.2 2-0-0 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer j Installation guide. REACTIONS. (lb/size) 1=1364/0-3-8,10=1364/Mechanical Max Horz 1=198(LC 11) Max Uplift)=-490(LC 12),10=-490(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-10421389,2-19=-2685/1146,3-19=-2597/1161,3-20=-2274/1025,4-20=-2206/1037, 4-5=-2040/1019,5-21=-1807/883,6-21=-1761/895,6-22=-1763/913,7-22=-1821/898, 7-8=-2164/990 BOT CHORD 1-14=-1079/2424,13-14=-1079/2424,13-24=-917/2167,24-25=-917/2167, 12-25=-917/2167,12-26=-757/1893,26-27=-757/1893,11-27.757/1893, 10-11=-826/1907 +l111WEBS 3-13=-459/264,4-13=-205/568,7-12=440/2 6,8-10=2064 8815-13=-281/157,5-12=840/486,6-12=-484/7082, ```O:71: ^PS. A•,4,e'','NOTES• q ,�.`�.r. GENS'• 2 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=25ft;B=45ft;L=37ft;eave=5th Cat.It No 39.3.80 •_ Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-10-6,Interior(1)3-10-6 to 13-0-0,Exterior(2)13-0-0 to.. "..- ; 24-10-2,Interior(1)24-10-2 to 37-0-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members ancC — •• forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 =-13: • e z• 3)Provide adequate drainage to prevent water ponding. 1:•."-• • • !(/ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i- r'6► _— - ••41. 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, fit between the bottom chord and any other members,with BCDL=10.0psf. ,j �S•4,0 R X•0-•'``(jam��� 6)Refer to girder(s)for truss to truss connections. 0, .. • .1 �% 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)1=490, ., 110 N A'11��`, 10=490. 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 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 P 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev.10/7.1/201b BEFORE USE. 1 . Design valid for use only with MiTek®connectors.Itis design Is b sed only inKm rynameters shown,and Is for an individual holding component,not a Inns 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 miss web and/or chord members only. Additional temporary and permanent tracing '.. MiTek is always required for stability and to prevent collapse with possible personal l hftay and property damage. For general guidance regrading the Wbk:atkm,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Irtiormallon available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job • Truss I Truss Type Qty Ply JA Long-Hutnagel Resd•JB T8236510 J160038 K05 Roof Special 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:45 2016 Page 1 ID:i7SBWTUNnZcL68Zggj?YcXzd3pU-ioxbh 14sCgwZ_BJgQimhOjQR8f V3BG4OLLKRvPzah1 i I 7-6-6 I 15-0-0 18-4-0 . 21-1-8 I 26-4-8 I 31-7-8 37-2-0 I 7-6-0 7-5-10 3-4-0 2-9-8 5-3-0 5-3-0 5.6.8 Scale=1:66.4 5x5 77- 5x5 5x5= 55- 6 '4• �•i 20 1.5x4 I I 5.00112 •� 7 19 v 1.5x4\\ 3x8 3 8 0� 21 7 3x4% 18Nil% 2x5 II 1 , \ ' d ' r Iry � ' 2 13 22 2312 24 25 11 10 354- 5x8= 3x8= 6x6= 4x7 Il 9-2-6 18.4-0i 264.8 37-2-0 9-2-6 9-1-10 8-0-8 10-9-8 Plate Offsets(X,Y)-- (1:0-3-8,Edge),112:0-4-0,0-3-01 LOADING(ps , i) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.28 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.73 10-11 >608 180 BCLL 0.0 • Rep Stress Incr YES WB 0.68 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:208 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 1-4:2x4 SP No.1D end verticals. BOT CHORD 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-5-15 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 8-10 SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1364/0-3-8,10=1364/Mechanical Max Horz1=198(LC 11) Max Uplift)=-490(LC 12),10=-490(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1043/321,2-18=-2677/1130,3-18=-2571/1149,3-19=-2531/1139,4-19=-2450/1151, 4-5=-1973/968,5-6=-2165/1092,6-20=-2091/1059,7-20=-2150/1044,7-8=-2146/960, 9-21=-263/104 BOT CHORD 1-13.1053/2492,13-22=-761/1925,22-23=-761/1925,12-23=-761/1925, 12-24=-600/1627,24-25=-600/1627,11-25=-600/1627,10-11=-829/1877 II WEBS 3-13=-348/283,4-13=-255/638,4-12=-40/323,5-12=-902/494,6-12=-484/1114, .0111111/i.� 6-11=-273/629,7-11=-305/254,8-10=-1986/903 ,,�0 PS A. • A lliii NOTES- �,``• OW. ..*GE N S 4, ii, 1)Unbalanced roof live loads have been considered for this design. I ; 2) • Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25f1;B=45ft;L=37ft;eave=5fY Cat.II; ••• ••/ Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-10-6,Interior(,)3.10.6 to 15-0-0,Exterior(2)15-0-010 No 39380 _•..-_ 24-10-2,Interior(1)24-10-2 to 37-0-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members ander forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. =-fl• / — 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �-;• - .T, • - 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in alt areas where a rectangle 3-6-0 tall by 2-0-0 wide will _ .-�� .. fit between the bottom chord and any other members,with BCDL=10.Opsf. �-#;'"7/C1,-,6%.•. .(\ •, . ..� 6)Refer to girder(s)for truss to truss connections. �i O R �•'•�\. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=490, "�j ss• •••"• �� 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ���I"I N Al..1‘-‘00 Thomas A.Alban)PE No.39380 MtTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MFTEX REFERANCE PAGE AM-7473 rev.10/032015 BEFORE USE idt Design valid for use only with MIIekto connectors.this design is based only upon rxxameters shown,and Is for an ktdMdual buAtling component.not a truss system.Before use,the Ixildklg designer must verily the oprik:<l>ilry of design parameters and properly urcoiporafe 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 reaalred(or sktltlty and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage,delNery,erection and bracktg of trusses and truss systems seeANSI/lP11 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. 1 Safely Information available from ltuss Plate institute,218 N.Lee Street,Suite 312.Atexondrta,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty Ply JA Long-Hulnagel Resd-JB T8236511 J160028 KO6 Root Special 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Tue Mar 15 13:59:46 2016 Page 1 I D:i7SBW TUNnZcL68Zggj?YcXzd3pU-A-UzvN5Uyz2QcLutzOHwwwzcX3nswjcAa?4_Rrzahl h 5-8-7 11-4-4 17-0-0 I 20-4-0 21.1.8 26-4-8 31.7.8 i 37-2-0 5-8-7 5-7-12 5-7-12 3-4-0 0-9-8 5-3-0 5-3-0 5-6-8 Scale=1:66.5 5x5= 5x5= 5x12= 6 7 P 5.0012 22 3x4 3x4 744421111,11 8 4 e 3x8 1.5x4 1 9 r: 3 23 n 3x5% 20 2x5 I'1 2 `10 15 14 13 24 25 12 11 3x4= 5x8= 5x8= 3x4= 6x6= i 5x5= i I 8-6-6 17-0-0 I 20-4-0 l 28-7-4 37-2-0 I 8.6.6 8-5-10 3-4-0 8-3-4 8-6-12 Plate Offsets(X,Y)-- [1:Edge,0-2-0],[13:0-4-0,0-3-01,[14:0.4-0,0.3-0] LOADING(psi) I SPACING- 2-0-0 CS!. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.20 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.58 14-15 >763 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.66 1 Horz(TL) 0.15 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:223 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 WEBS 1 Row at midpt 8-13,9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=1364/0-3-8,11=1364/Mechanical Max Horz 1=191(LC 11) Max Uplift)—490(LC 12),11=-490(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-899/312,2-20=-2683/1144,3-20=-2617/1157,3-4=-2518/1094,4-21=-1919/900, 5-21.1851/916,5-6=-1715/883,6-7=-1765/916,7-22=-1724/870,8-22=-1781/854, 8-9=-2166/947 BOT CHORD 1-15=-1002/2416,14-15-868/2147,13-14=-601/1694,13-24=-720/1895, 24-25=-720/1895,12-25=-720/1895,11-12=-796/1905 7-13=-470/1017 WEBS 4-15=-73/385,4-14=-592/329,5-14-178/464,6-13=-689/344, ,,�i l�1 1 1/iii 8-13=-455/243,8-12=-15/264,9-11.2061/848 `♦� A. sI, ♦♦ �P Ade �,, NOTES- �� .rO•••GE•r'1J '9 ..i 1)Unbalanced roof live loads have been considered for this design. �% .••\,� s...! 1/1,°°°i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psi;h=25f1;B=45ft;L=37ft;eave=5th Cat.ll;: No 39380 .'•_ Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-10-6,Interior(1)3-10-6 to 17-0-0,Exterior(2)17-0-0 to • 24-10-2,Interior(1)24-10-2 to 37-0-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members ander forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. =-p; _/ • e 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. • --- • . •• 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ' .,• t� •• e fit between the bottom chord and any other members,with BCDL=10.0psf. 0' . . 6)Refer to girder(s)for truss to truss connections. Ali / 0 R 110...c$"-%• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=490, -e,Ss,.......•`` ♦♦♦ 11=490.8)"Semi-rigid pltchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ��I�/1111111111"N A ��♦ Thomas A.Albani PE No.39380 Wok LISA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING,•Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/032015 BEFORE USE. lot .. Design valid for use only with MITeicS connectors.Ills design Is based only upon parameters shown,and Is for on Individual building corrrpordxl,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorprrale fids design Into the overall building design. Bracing Indicated Is to prevent buckling of IncliNdudl truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with poss9Dle personal injury and properly damage. For general guidance regarding the fabricatkm.storage.delivery,erection and tracing of tnraes and truss systems,SaOANSI/TPI l Quality Cttterla,DSB-89 and BCSI Betiding Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply I JA Long•Hulnegel Resd-JB 18236512; J160038 i K07 Hip 1 I 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:47 2016 Page 1 I D:17SB W TUNnZcL68Zggj?YcXzd3pU-eA2L6j66j HAHEVT3X7p9T8VnkTCuf SmJpfpXzHzah1 g 6.4.7i 12-8-4 19-0-0 1?-11.0 26-2-12 32.6.8 37-2-0 6-4-7 6-3-12 6-3-12 d-11b 6-3-12 6-3-12 4-7-8 Scale=1:66.5 5x5= 5x5= 5 6 5.00 12 ES L 3x4 5 20 21 3" 4 7 _ 5x5 :x6 9 3 aro 22 \ IN :: 3x4 19 •• 2x4 I 2 \9 cor A 14 23 24 13 12 25 26 11 10 3x4= 6x6_ 3x4= 6x6= 5x5= 3x4_ 9-6-6 19-0-0 19-11,0 29-4-10 37-2-0 9-6-6 9-5-10 0.11-b 9-5-10 I 7-9-6 I Plate Offsets(X,Y)-- 11:Edge,0-2-01,13:0-2-8,0-3-01,113:0-3-0,0-3-41 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.26 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.61 13-14 >723 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.12 10 n/a iVa BCDL 10.0 Code FBC2014/TPI2007 1 (Matrix-M) Weight:206 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.1D end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-10 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 WEBS 1 Row at midpt 4-13,7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1364/0-3-8,10=1364/0-6-8 Max Horz 1=210(LC 11) Max Uplift1=-490(LC 12),10=-490(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1018/294,2-19=-2675/1132,3-19=-2591/1147,3-4=-2480/1074,4-20=-1763/847, 5-20=-1687/865,5-6=-1556/838,6-21=-1678/861,7-21=-1752/842,7-8=-2168/946 BOT CHORD 1-14=-1013/2426,14-23=-841/2054,23-24=-841/2054,13-24=-841/2054, 12-13=-544/1556,12-25=-743/1897,25-26=-743/1897,11-26=-743/1897, 10-11=-792/1842 WEBS 3-14=-252/221,4-14=-96/451,4-13=-694/396,5-13=-245/512,6-12=-221/466, ,1� 111111//// 7-12=-515/316,8.10=-2078/880 ,,`•I PS A A ///// NOTES- •N sZ.�•••GEN / Ii 1)Unbalanced roof live loads have been considered for this design. �� A. :•s,,\ SF•••-4 Ii 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=251t;B=45ft;L=37ft;eave=5ft;Cat.114 Exp C;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-10-6,Interior(1)3-10-6 to 19-0-0,Exterior(2)19-0-0 to No 39.380 l19- 11-0,Interior(1)25-2-1 to 37-0-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and: r- forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 — •• 3)Provide adequate drainage to prevent water ponding. 7.-0 / • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • • • - . it/ 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will r- �e •••(V • • fit between the bottom chord and any other members,with BCDL=10.0psi. it 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=490, II/c`,.,•••-• S•-• Q A 1 0•••c$ �, 10=490. /// s%........•„ 'N 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ///110 N A,1 .01. Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 component 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7471 rev.fOWJi2016 BEFORE USE. Design valid for use only with Mitekmit®connectors.this design Is based only upon parameters shown,and Is for an individual buldkh� not a truss system.Before use,the bulling designer must verily the applicability of design parameters and properly Incorporate this design into the overall bolding design. Bracing Indicated Is to prevent buckling of IndlvkWcy truss web and/or chord members only. Additional temporary and permanent bracing Mifek" B always required for stability and to prevent collapse with possible personal May and properly damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria.DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.tee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Oty Ply JA Long-Hulnagel Resd-JB T8236513 J160098 K08 Common Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek industries.Inc.Tue Mar 15 13:59:48 2016 Page 1 1 D:i7SBW TUNnZcL68Zggj?YcXzd3pU-6NckK36kUb18rf2F5rKOOL22AsX6obYT 1 JZ5Vjzahl f 1 I 6-11-3 I 13-9-12 I 19-5-8 25-1-4 31-11-13 38-11-0 i 6-11-3 6-10-9 5-7-12 5-7-12 6-10-8 6-11-4 Scale=1:66.6 5x5= 5.00 12 4 n 3x4 3x4 5 5x5% 5x5 2 6 d 1 - �, _..., :. 0 d J L Iii it 12 11 19 10 98 o 555= 2x4 4x4- HGUS26-2 8x8— 4x4= 2x4 I 5x5= I 6-11-3 13-9-12 l 19-5-8 25-1-4 I 31-11-13 I 38-11-0 I 6-11-3 6-10-9 5-7-12 5-7-12 6-10-8 6-11.4 Plate Offsets(X,Y)-- [2:0-2-8,0-3-0],[3:0-0.0,0-0-0],[6:0-2-8,0-3-01,[10:0-4.0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (too) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.11 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.18 10-11 >999 180 BCLL 0.0 * Rep Stress Incr. NO WB 0.82 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:470 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.11-13 oc puffins. BOT CHORD 2x6 SP No.10 Rigidceiling BOT CHORD directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-10 REACTIONS. (lb/size) 1=1299/0-3-8,9=3053/0-3-8,7=127/0-3-8 Max Hoa 1=187(LC 24) Max Uplift/=601(LC 8),9=-1466(LC 8),7=-190(LC 25) Max Grav 1=1299(LC 1),9=3053(LC 1),7=368(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2595/1239,2-3=-2218/1226,3-4=-897/602,4-5=-898/602,5-6=-409/995, 6-7=-459/502 BOT CHORD 1-12=-1071/2333,11-12=-1076/2334,11-19=-943/1982,10-19=-943/1982,9-10=-855/546, 8-9=-450/390,7-8=-444/394 WEBS 5-9=-2740/1443,6-9=-750/359,6-8=-9/332,2-12=-81/269,2-11=-717/445, 3-11=-747/1430,3-10=-1771/997,4-10=-303/464,5-10=-1168/2356 NOTES ,0%1111W/cf. 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. ,�0% SPS A. A�"iiI♦ Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. �� I Webs connected as follows:2x4-1 row at 1-0-0 oc. `,•,<�`,•��G E N S�;••-� ♦♦. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to p1 connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. No 39380 . : - 3)Unbalanced roof live loads have been considered for this design. • ._ % 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=39ft;eave=51t;Cat.;1 Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.:e0 ,� plate grip DOL=1.60 T �� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will • `i . r � fit between the bottom chord and any other members. ♦♦♦ c<N• •1 o R 10...,; $ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)1=601, ♦i♦kys•........ ••••• • \ �, 8) Sem9=14i-rigid pi6, ittcchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ��////1/N A111%t ` 9)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent at 15-11-12 from the left end to connect truss(es)to Thomas A.Alban/PE No.39380 back face of bottom chord. MfTek USA,Inc.FL Cert 6634 10)Fill all nail holes where hanger is in contact with lumber. 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: March 15,2016 - 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.100/2015 BEFORE USE. i Design valid for use only with MilelirS connectors.This design is based only upon parameters shown,and Is for an irx9Ndual budding component,not a truss system.Before use.the building designer must verify the applicability of design pxtrameters and properly incorporate this design into the overall building design. (lacing Indicated Is to prevent buckling of IndMdud truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quaety Criteria,058.89 and BCSI Building Component 6904 Parke East Blvd. Safety Informanon available from buss Rate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type I Qty Ply JA Long-Hutnagel Resd-JB 782365131 J160038 K08 Common Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13'59:48 2016 Page 2 I D:i7SBW TUNnZcL68Zggj?YcXzd3pU-6NckK36kUbl8rf2F5rKOOL22AsX60bYT 1 JZ5Vjzahl f LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-7=-54,13-16=-20 Concentrated Loads(Pb) Vert:19=-1599(B) WARNINO-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mltoka connectors.this design Is based only upon parameters shown.and Is for an Individual holding component,onent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly hcorrxrate 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 required for stablllty and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage.delivery erection and tracing of trusses and truss systems,seeANSI/TPtI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from lnss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty Ply JA Long-Hutnagel Resd-JB 78236514 J160038 L01 MONOPITCH STRUCTURAL 2 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Mar 15 13:59:49 2016 Page 1 I D:i7SB W TUNnZcL6BZggj?YcXzd3pU-aZA6XP7MFuO?TodSfYrdYZbAwGsb75EcGzIe2Azah f e 5-0-0l 10-3-6 { 15-10-4 l 5-0-0 5-3-6 5-6-14 2x4 I I 2.00 12 Scale=1:37.6 8x14 11 4 5x12= 25 r 3 1411 2x4II 2 24 ��lm1 _1r�tro EO 8 i4 4x10= 6x8=. Sx12= O • o II& Ili" ■ ■ Y ■ ■ Y ■ 7 6 5 3x4= 3x4= 5-0-0i 10-3-6 I 15-10-4 5-0-0 5-3-6 5-6-14 Plate Offsets(X,Y)-- (1:0-3-4,0.0-1],(1:1-11-12,0-0-6],(3:0-4-12,0-2-8],(3:0-1-8,0-1-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.37 7 >498 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.63 7 >295 180 BCLL 0.0 * Rep Stress Incr YES WB 0.60 Horz(TL) 0.29 5 n/a rile BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:135 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 1-8:2x4 SP No.10 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 5-2-6 oc bracing:1-8. OTHERS 2x4 SP No.21 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=436/0-3-8,5=540/Mechanical Max Horz 1=242(LC 9) Max Upliftl=180(LC 9),5=-300(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.! TOP CHORD 01MM/it BOT CHORD 1-8=-1598/2891,5-638/1387, =-255/388276,3-24=-2463/1281 S.•`0PS '4• A4,.11 WEBS 6-8=-273/396,3-8=-1257/2109,3-5=-540/317 %•• O •' ....... e'9 ISI ,•k\>• .• \GENS''••,4, 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.IL No 39.3.80 r Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)3.4-13 to 6-4-13,Interior(1)6-4-13 to 15-8-8 zone;cantilever left a d • right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 ply • grip DOL=1.60 -0: / • s 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 �; T •• i Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. := r t� �''G`/ii 3)All plates are 1.5x4 MT20 unless otherwise indicated. ��-�f� «- 4 O ' • •c- •.- 4) 4)Gable studs spaced at 2-0-0 oc. 0i �S'• O R •'`t;j`•� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �'j 8/0 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will titer�O N Al �0 fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. Thomas A.Alban!PE No.39380 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=180, MfTek USA,Inc.FL Cert 6634 5=300. 6904 Parke East Blvd.Tampa FL 33610 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Date: March 15,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 10-7473 rev.1 a03,2OtS BEFORE USE. Design valid for use only with MITekS connectors.Inls deslg Is based only upon parameters shown,and Is for an In�tivkkral balding component.not • a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional lornp orary and permanent txricAng MiTek is always required for stabetty and to prevent collapse with possible personal hilly and property dm'rage- For general gukl nce regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPrt Quality Criteria,DSB-09 and BCSI Bulking Component I 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply JA Long-Hutnagel Resd-JB 78236515 J160038 L02 Monopilch 2 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 a Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:50 2016 Page 1 I D:i7SBWTUNnZcL68Zggj?YcXzd3pU-31kUkl8_0CYs5yCeCFMs5m7NggF1 sYAIVd2Caczaht d 5-0-0I 10-3-6 15-10-4 5-0-0 5.36 ` 5-6-14 200 FF Scale=1:40.5 5 4x10 15 III 4 1.5x4 II !o. wallim 3x4= 3 2 14 1 9 ----....01116 oll't* I.:-I 111 I 111 I I I I 111 I I II 11110 \ , C4 3x10= 5x12= R lki 4a 1 h - 8 7 6 1.5x4 ii 3x4= 3x5= 5-0-0 10-3-6 15.10-4 I 5-0-0 I 5-3-6 I 5-6-14 Plate Offsets(X,Y)-- (1:0-0-15.0-1.8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.15 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.25 8 >759 180 BCLL 0.0 • Rep Stress Incr YES WB 0.62 Horz(TL) 0.13 6 n/a ria BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-2 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, Except: SLIDER Left 2x4 SP No.2 2-6-0 5-6-1 oc bracing:1-9. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=576/0-3.8,6=576/Mechanical Max Horz 1=272(LC 9) Max Upliftl=-280(LC 8),6=-307(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1107/541,2-14=-1866/900,3-14.1847/903,3-4=-1858/957 BOT CHORD 1-9=-1130/1823,6-7=-262/382 WEBS 7-9=-316/450,4-9=-955/1531,4-6=-557/317 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4,2psf;BCDL=3.0psf;h=25ft;B=4511;L=24ft;eave=4th Cat.II; `,k11111111//, Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-8-8 zone;cantilever left and ,` tt^S A- 4 right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate `s O�P • A4B .j', grip DOL=1.60 ��•�. ••GEN '9 • 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. � k .••\,\ SF••.2, ', 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 2 fit between the bottom chord and any other members. N o 39380 •..___.: 4)Refer to girder(s)for truss to truss connections. * • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=281= - • 6=307. 7.-0; /- - s - 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • , 1. 4O0F • OR1 . C\ ., S '•��? • •i'' S0N `` ,� Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING-Verify design paramatere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.I0/03/2015 BEFORE USE. Mt Design valid for use only with MllelM connectors.1Ns design Is based only urxrn parameters shown,and Is for an I r divlktal holding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent colla se with possible personal IMuy and property damage. For general guidance regarding the fabrlcatbn,storage,delivery,erection and bracing of Musses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avctlable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply JA Long-Hutnagel Resd-JB T8236516 J160036 M01 Common 4 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:50 2016 Page 1 ID:i7SBW TUNnZcL68Zggj?YcXzd3pU-3lkUkl8_OCYs5yCeCFMs5m7L?gBZsW IIVd2Caczahl d 6.6.5I 12-11-14 13.9. 19-5-8 22-9-12 6-6-5 6-5-10 0-9-145-7-12 3-4-4 6x6= Scale=1:51.8 5 5.00 12 gt 3x4 II 15 1.5x4H C 4 5x5% 1; irt 3 Cr?) 3X4 i 14 2 11� i b 9 8 16 17 7 3x4 II 5x5= 3x8- 3x5= 6.6.5I 13-9-12 I 22-9-12 6-6-5 7-3-7 9-0-0 Plate Offsets(X,Y)-- 11:0-1-12,0-1-1],13:0-2-8,0.3-41,19:0-2.8,0-3-01 T— — LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.30 7-8 >354 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.55 7-8 >195 180 BOLL 0.0 • Rep Stress Incr YES WB 0.71 Horz(TL) 0.01 7 Na Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:135 lb FT=20% 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 8-7-8 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 WEBS 1 Row at midpt 5-8,5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=432/0-3-8,8.1020/0.3.8,7=214/Mechanical Max Horz1=370(LC 11) Max Upliftl=-145(LC 12),8.368(LC 12),7=90(LC 9) Max Gray 1=432(LC 1),8=1020(LC 1),7=280(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.376/104,2-14=-557/280,3-14.494/292 BOT CHORD 1.9=-437/568,8-9=-438/564 WEBS 3-9=0/254,3-8=-664/341,4-8=-380/289 NOTES- X1111111, 2)Wind1) :ASCEanced roof live loads have 7-10;Vult=l30mph(3-second en ldered for gust)Vasd=101 mph;TCDL.4.2psl;BCDL=3.Opsf;h=25ft;B=45ft;L=241t;eave=4ft;Cat.II; ♦s 0,s design. 0 -S '4• A����i, Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-5-8,Exterior(2)19-5-8 to ♦♦ 4 .•'•... •• 44&1','/0 22-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions �♦♦k'....\,‘`-'E Iv s+•..•2/ 0•• 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. • N O 39380 e_. _ 4)•This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt "* fit between the bottom chord and any other members,with BCDL=10.Opsf. • 5)Refer to girder(s)for truss to truss connections. � -p: 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb)1=1*�.r _...� 8=368. • - �I- 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -* ".. O R ,0 ••. . .% ,,,,,'it�5�0NA�1E?♦♦ Thomas A.Albanl PE No.39380 Mitek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 • mi 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.1003/2015 BEFORE USE. -. Design valid for use only with MtTekb connectors.This design is txiscd only upon parameters shown,and is tor an individual balding component.not a truss system.Before use,the balking designer must verily the at plicablity of design parameters and properly Incorporate this design Into the overall taldll0 design. Bracing tndi:afed h to prevent buckling of Individual truss web<nd/or chord members only. Additlonal temporary and permanent b ra.:Ir 1 MiTek- 1 is always ree;rired to stability and toi prevent cdlgne with possble personal hpay and property damage. oar general Ouldcnce reDardr>F;the fc>bricatkxi storage,delivery-erection and bracing or trusses and truss systems,seeANSVTPI I Quality Crtt.rta,D58-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informalon available from Truss Plate InslMe,218 N.lee Sheet,Barite 312.Alexandra.VA 22314. Tango,FL 33610 Job y Truss Truss Type Qty Ply I JA Long-Hulnagel Reed-JB T8236517' J160038NO1 Flat Girder 1 I 1 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:51 2016 Page 1 ID:i7SB WTUNnZcL68Zggj?YcXzd3pU-Xylsy59cnW hji6mgmzt5d_gXO4bgb 1 gvkHnl62zah1 c 4-5-8I 8-11-0 4-5-8 4-5-8 4x4= 2x4 11 4x4= Scale:114'=1' 1 2 3 441 i \ 'iii IIfllRIMIIuIMIIIIIIII< 7 8 9 10 6 5 4 3x6 1, HTU26 8x8= HTU26 HTU263x6 I I HTU26 HTU26 HTU26 HTU26 HTU26 4-5-8 8-11-0 4-5-8 4-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.49 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.04 4-5 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.48 Horz(TL) -0.00 4 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:184 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 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1730/Mechanical,4=1837/Mechanical Max Horz6=-310(LC 4) Max Uplift6=-1072(LC 4),4=-1131(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-1285/850,1-2=-757/502,2-3=-757/502,3-4=-1285/850 BOT CHORD 6-7=-276/240,7-8=-276/240,5-8=-276/240 WEBS 1-5=-911/1403,2-5=-257/251,3-5=-911/1403 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections X11111/ 3)Wind:ASCE h7-10;VVult 130mph(3-second gust)Vave been provided to distribute only asil 101mph;TCDL=4noted as(F)or .2psf;BCDL=3.Opsf;h,unless otherwise =25ft;B=4511;L=24ft;eave=4ft;Cat.II; ♦♦♦�`ated. op,S A. q4��i,• Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ♦ e,9 ••i plate grip DOL=1.60 `♦♦♦,�,.••\G•ENS `•••4, •,. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 1 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will: *-"- fit between the bottom chord and any other members. _ 7)Refer to girder(s)for truss to truss connections. • ; 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=10 • 4=1131. 3,-rxr-• . •�„.tom '4/ 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �� �.� • •`• 10)Use Simpson Strong-Tie HTU26(20.10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting �,. c G fi 1 c)...• \•♦♦ at 1-9-12 from the left end to 7-9-12 to connect truss(es)to front face of bottom chord. 0j�SS••••••• • ��• 11)Uatse 1-7-112pson fromshe left ele nd to 7-6-6 4 to to connelctltruss(es)dtol1/2 Truss,backface ofe Ply bottom chord. "111111110 or equivalent spaced at 2-0-0 oc max.starting ��,/�O N A� o 12)Fill all nail holes where hanger is in contact with lumber. Thomas A.Alban)PE No.39380 LOAD CASE(S) Standard MITek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 ,. .. _ 1 _ 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03!2015 BEFORE USE. I mit Design valid for use only with Mllek2)connectors.this design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the biding designer must verify the applicability of design parameters and properly incorporate this design Into the overall fruiting design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For genera guidance regarding the • fabrication,storage.delivery,erection and bracing of trusses and truss systems.sok/ANSI/WI!Quality Criteria,DS11-69 and SCSI Building Component 6904 Parke East Blvd. 1 Safety Information available from Inas Plate Institute.'218 N.lee Street.Suite 312.Alexandria,VA 22314. i Tampa.FL 33610 Job , Truss Truss Type Qty Ply JA Long-Hulnagel Read-JB T8236517 J160038 NO1 Flat Girder 1 n L Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:51 2016 Page 2 I D:i7SBWTUNnZcL68Zggj?YcXzd3pU-Xyl sy59cnW hji6mgmzt5d_gXO4bgb 1 gvkHnl62zahl c LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-54,4-6=-20 Concentrated Loads(Ib) Vert:7=-714(F=-194,B=-520)8=-750(F=-194,B=-556)9=-750(F=-194,B=-556)10=-715(F=-195,B=-520) 4 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 101-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mlle s&connectors.this design Is based only upon parameters shown.and Is for an Individual building component.riot a truss system.Before use,the building designer must verily the applicability of design parameters and property incorporate this design Into the overall building design. (tacky Indicated is to prevent buckling of Individual tnus web and/or chord members only. Additional temporary and permanent bracing Malek' Is always requked for stability and to prevent collapse with possible personal Miry and property damage. For general guidance regarding the indication,storage.delNery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate InstItute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply JA Long-Hufnagel Rend•JB , A 78236518! J160028 R01 Hip Girder :1 2 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:52 2016 Page 1 I D:i7SB WT UNnZcL68Zggj?YcXzd3pU-?8sE9Q9FYppaKGLOKgOKABCIaUrCKYg2yxXleVzahl b 3.6.0I 6-6-0 I 10.0-0 3-6-0 3-0-0 3-6-0 Scale=1:17.4 Special Special NAILED 4x4= 4x7= 2 13 3 5.0012 _ _ 1 e N 4 1 h 1 I-- _ _ • _ _ r 4 d 14 15 6 HTU26 16 17 18 19 HTU26 3x8 NAILED HTU26�6= HTU26 NAILED NAILED 5x5= NAILED NAILED 555= 3-6-0 6-6-0 I 10-0-0 ` i ' 3-6-0 3-0-0 3-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-14],12:0-5-4,0-2.01,15:0-3.0,0-3.121 LOADING(psf) SPACING- 2-0-0 ( CSL DEFL. in (loc) Udefl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.05 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.11 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=3299/0-3-8,4=3120/0-5-8 Max Horz 1=27(LC 24) Max Upliftl=1261(LC 8),4=-1195(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All tomes 250(Ib)or less except when shown. TOP CHORD 1-2=-5818/2249,2-13=-5356/2099,3-13=-5356/2099,3-4=-5664/2190 BOT CHORD 1-14=-2038/5329,14-15=-2038/5329,6-15=-2038/5329,6-16=-2103/5513, 16-17=-2103/5513,5-17=-2103/5513,5-18.1983/5184,18-19=-1983/5184, 4-19=-1983/5184 WEBS 2-6=-757/2117,3-5=-703/1968 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. , I I Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. ,•%% Si.. Webs connected as follows:2x4-1 row at 1-0-0 oc. `,0" NS A. ,q� t,Is 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(8)face in the LOAD CASE(S)section.Ply to ply ,,``r v 00. B,9 e, connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,• • • • • GENS'•.-4i/• • °••3 )Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=4511;L=24ft;eave=4ft;Cat.IIS No 39380 •'e-__.. Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1. • plate grip DOL=1.60 — — • 5)Provide adequate drainage to prevent water ponding. • � 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -------- ! • e 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will•-•- T' , ..4.. fit between the bottom chord and any other members. i•'%,..c"—, ,� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=1261,0, •G G fi 1 Q•••• \�� 4=1195. •••;-0. ••..... • `C?%• 10) nd design of is truss. Use9) l-rigid pitchbreaks Simpson Strong-Tie 1h fixed heels"Member HTU 6(0-10d Girder,end 11xity0dx1 1/2 Truss,Single Ply Giodel was used in the rder)oralysis aequivalent spaced at 2-0-0 oc max.starting I�����N A' ,a\5.,%%•% at 1-10-12 from the left end to 7-10-12 to connect truss(es)to back face of bottom chord. Thomas A.Albans PE No.39380 11)Fill all nail holes where hanger is in contact with lumber. SA Inc.FL Cert 12)"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. 6904 USA, PaAke EastnBlvd.tT66343FL 33610 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)123 lb down and 183 lb up at 3-6-0,and 123 lb down and 183 lb up at 6-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of Date: others. ( March 15,2016 Qat.tASt(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIN-7473 rev-IWOW2015 BEFORE USE. MIR Design vdki for use only with MllekIS connectors.this design Is based only upon parameters shown,and Is fax 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 lxiding design. @acing Indicated Is to prevent buckling of IndWkival truss web and/or chord members only.Additional temporary and permanent tracing MiTek" fs always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrk:atk.m.storage,delivery,erection and bracing of trusses ad truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from lntss Rote Institute.216 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 • Job 'Truss Truss Type Qty Ply JA Long-Hutnagel Resd•JB 18236518 J160098 R01 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:52 2016 Page 2 ID:i7SB WT UNnZcL68Zggj?YcXzd3pU-?8sE9Q9FYppaKGLOKgOKABCIaUrCKYg2yxXleVzahl b LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3.4=-54,7-10=-20 Concentrated Loads(Ib) Vert:2=-66(F)3=-66(F)6=-1380(F=-35,B=-1344)5=-35(F)13=-25(F)14=-1344(B)15=-27(F)16=-20(F)17=-1344(B)18=-27(F)19.1344(6) 1 1 0 WARNING-Verily design paramairs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10103/2015 BEFORE USE. NIT Design valid for use only with MileBS connectors.114s design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the appllcabilty of design parameters and properly incorporate ihbs design Into the overall bolding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrlcatbn.storage,delivery,erection and tracing 01 trusses and truss systems.seeANS1/TPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Luys Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 , Job Truss Truss Type I Oty -Ply JA Long•Hutnagel Resd-JB i T8236519, i J160028 J01 Jack•Parlial Girder 2 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:26 2016 Page 1 I D:i7SBWTUNnZcL68Zggj?YcXzd3pU-m8HPiXrxggXGCGM 1 oDwE6j6KC?16Eq?D_uEwl?zah2? 3.6.1i 7-0.2 3-6-1 3.6.1 Scale=1:27.9 3.54 52 3 } i NAILED ''j !g T 3x4 6 2 NAILED 1.5x4 II 7AA i ' Nsisswr T 1 lI mim4( ilIMII 9 10 5 ►�� 6 NAILED NAILED 3x4=4 3x4= I 7-0-2 I 7-0-2 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (loo) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.24 5-6 >340 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.36 5-6 >230 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.06 Horz(TL) 0.01 3 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:38 lb FT=20% • 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 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. (Ib/size) 3=74/Mechanical,4=178/Mechanical,6=252/0-7-0 Max Horz 6=157(LC 21) Max Up'ift3=-52(LC 8),4=-167(LC 8),6=-207(LC 4) Max Grav3=74(LC 1),4=204(LC 25),6=311(LC 27) FORCES. (lb)-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=4ft;Cat.11; 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. 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. ���� S A. Ii, 4)Refer to girder(s)for truss to truss connections. ,`0 J A/9 , 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 lb uplift at joint 3,167 lb uplift at joint 4 ,� �O,•'GEN 1-//,°°°•• and 207 lb uplift at joint 6. .� k .•'V S�`'•.2j 1. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. N O 39380 8)In the LOAD CASE(S)section,toads applied to the face of the truss are noted as front(F)or back(B). - LOAD CASE(S)Standard =-�; ""�'� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) i-0--, �� (V Vert:1-3.54,4-6=-20 �.� •• •,< OR1O,• ' \ •% °'�i,`sS,•�N A�E�C,�. Thomas A.Alban'PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10413/2016 BEFORE USE. mit Design valid for use only with MITekH connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design pxxarnetersaril properly incorporate this design Into the overall taking design. Bracing Indicated Is to prevent brcidtng of IndMduc9 truss web and/or chord members only.Additional temporary and permanent bracing M ilei' Is always regrired for stabYlty and to prevent collapse with possible personal Infury and properly damage. For general gtddcnce regarding the fabrication,storage,dotivery,erection and bracing of misses and truss systems seeANSI/TPII Quality Criteria,DS8-69 and SCSI Building Component 6904 Parke East Blvd. Safety information available from truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply JA Long-Hulnagel Resd-JB T8236520 J160036 J02 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:26 2016 Page 1 I D:i7SBWTUNnZcL68Zggj?YcXzd3pU-m8HPiXrxggXGCGM 1 oDwE6j8LR?2sEg5D_uEwl?zah2? I 3-4.9 6-9-2 3-4-9 3-4-9 3.54112 3 Scale=1:27.5 NAILED ,►�I 3x4% 8 2 III NAILED 0 1.5x4 I I 7 1 11111 II 1 I imim car 1 ism II OZ.AI 9 10 5 .1 6 NAILED NAILED 3x4=4 3x4= 6-9-2 6-9-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.22 5-6 >365 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.31 5-6 >251 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.06 Horz(TL) 0.01 3 n/a Na BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:37 lb FT=20% 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 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) 3=71/Mechanical,4=171/Mechanical,6=242/0-4-8 Max Horz6=154(LC 21) Max Uplift3=-51(LC 8),4.168(LC 8),6=-201(LC 4) Max Grav3=71(LC 1),4=200(LC 25),6=302(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0ps1;h=251t;B=451t;L=241t;eave=41t;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. 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 I 1 �, fit between the bottom chord and any other members. ,`00%11111111111•a `,11 A. 1/Ian 4)Refer to girder(s)for truss to truss connections. S,`N oP 'Vs:*AI 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 51 lb uplift at joint 3,168 lb uplift at joint 4 , �O GE • and 201 lb uplift at joint 6. ,� '' \,\ F '. / °. 6)"Semi -rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 0. •• 7)"NAILED'indicates 3.10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. No 39380 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • LOAD CASE(S) Standard • -p • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 71., • Uniform Loads(pit) i`- -r'4' • - -1� - .:_.,.4.i. .T Vert:1-3=-54,4-6=-20 -. •k •0R0:)..•• ♦ V. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10'03/2015 BEFORE USE Design valid for use only with MIIeK9 connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not " a truss system.Before use.the briding designer must verily the appilcabily of design parameters and properly incorporate tints design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addtlond temporary and permanent bracing Malek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quariy Crlteda,058-89 and BCSI auNding Component 1 6904 Parke East Blvd. Sauey Information available from Ines Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Tempa,FL 33610 Job Truss Truss Type 1 Qty Ply JA Long•Hutnagel Resd•JB T8236521 J160088 J03 Corner Jack i4 1 I Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 a Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:27 2016 Page 1 ID:i7SB W TUNnZcL68Zggj?YcXzd3pU-EKrnwtsZR8f7gQxDMwSTIwgX8PVpzGANCYzUHRzah2_ 1-0-0 1-0-0 5.00 rii Scale=1:18.6 2 • 3x4 i J 1 , i 11111.11111•I r. N rjmnij 1 a4 5 3 1.5x4 II 1.5x4 11 1-0-0 1-0-0 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 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) 5=31/0-3-8,2=23/Mechanical,3=8/Mechanical Max Horz5=90(LC 12) Max Uplitt5=-105(LC 10),2=-17(LC 12),3=-143(LC 12) Max Grav5=137(LC 12),2=23(LC 1),3=129(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-5=-338/256 WEBS 1-4=-280/373 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=2411;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(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 ,,,� I, 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,•%t S A ♦♦♦ 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 P+ q fit between the bottom chord and any other members. ••�� •GEN'•.e-T ♦i♦ 4)Refer to girder(s)for truss to truss connections. � A. • V� Sc'••4. �o 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at joint 5,17 lb uplift at joint 2 � and 143 lb uplift at joint 3. No 39380. •_ __ 6)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. .• • .••• cv e" 0R `�.••• � ,• Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 S, mit Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mllek5)connectors.this design is based only upon parameters shown.and Is for an Individual building com pen ent.rot a truss system.Before use,the building designer must verify the appllcabillly of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to Ixevent 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 i nluay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and miss systems,seeANSI/TPtt Qualify Criteria,D58-89 and BCSI Building Component I 6904 Parke East Blvd. Safely Information avallatxe from Truss Plate institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply JA Long-Hutnagel Resd-JB 18236522 J160088 J04 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 5 Sep 29 2015 MiTek Industries,Inc.Tue Mar 15 13:59:27 2016 Page 1 lD:i7SBW TUNnZcL68Zggj?YcXzd3pU-EKrnwtsZR8f7gQxDMwSTfwgWYPUgzHXNCYzUHRzah2_ 3-0-0 3-0-0 5.00 12 Scale=1:22.7 2 f1 eillill 3x4 1 * qq m d ILX. II I' 0 4 1.5x4\\ 5 3 1.5x4 II I 20-0 3.0-0 2-0-0 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.04 Horz(TL) -0.01 2 n/a rl/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 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) 5=103/0-3-8,2=75/Mechanical,3=28/Mechanical Max Horz 5=123(LC 12) Max Uplift5—5(LC 8),2=-55(LC 12),3=63(LC 12) Max Grav5=103(LC 1),2=75(LC 1),3=67(LC 10) FORCES. (lb)-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=251t;B=4511;L=24ft;eave=4tt;Cat.II; Exp C;End.,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 ``,�111111/11. fit between the bottom chord and any other members. ,`%• S A 4�� 4)Refer to girder(s)for truss to truss connections. ` • VS VIP ASB '• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 lb uplift at joint 5,55 lb uplift at joint 2 and ,,%���•• • .....E N..• -T •i. 63 lb uplift at joint 3. . v. F"•.?/ . 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • i No 39380 • • • yF •. =7.-o" r % 'T' � ' • W:• C? . • /111111 Thomas A.Albanl PE No.39380 Mak USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MI1.7473 rev.1003/2016 BEFORE USE. Design valid for use only with Mllek2w connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a a truss system.Before use,the building designer must verify the apdk:abllty of design parameters and properly incorporate this design Into the overall brldhg design. Bracing indicated Is to prevent buckling of Indlvkival truss web and/or chord members only.Additional temporary and permanent tracing MiTek' is always regrlred for stability and to prevent collapse with possible personal miry and properly damage. For general ga dmce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/11PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 ' Job I Truss Truss Type Oty Ply JA Long-Hutnagel Resd-JB T8236523 J1600.36 1J05 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Mar 15 13:59:27 2016 Page 1 I D:i7SBWTUNnZcL68Zggj?YcXzd3pU-EKrnwtsZR8f7gQxDMwSTfwgRnPPAzHINCYzUHRzah2__ I 5-0.0 I 5-0-0 Scale=1:26.7 5.00 I.12 2 ilri 7 3x4'r.-.- 6 6 1 7 IT. M o a r b 1171 ►Zi 4 ►Zt 5 1.5x4\\ 3 1.5x4 II I 2-0-0 5-0-0 I 2-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.09 3-4 >647 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.10 3-4 >603 180 BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(TL) 0.11 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.10-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing ' I be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 5=177/0-5-8,2=129/Mechanical,3=48/Mechanical Max Horz5=158(LC 12) Max Uplift5=6(LC 8),2.95(LC 12),3=-44(LC 12) Max Grav5=177(LC 1),2=129(LC 1),3=96(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 1-4=-177/328 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=41t;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-11-4 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 ,11111111//11 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,�t S A. ,, 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 `sOP q� I0 fit between the bottom chord and any other members. ten%•.0•••G E N•••-.,9 "j" 4)Refer to girder(s)for truss to truss connections. �� k •• �,\ `SF ••?j �� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 5,95 lb uplift at joint 2 and 44 lb uplift at joint 3. No 39.3.80 • 6)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. - '-o may' --�°i•g T• _ • -1,,SS,o R. • mitis" Thomas Thomas A.Albanl PE No.39380 Wok USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 1 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/201S BEFORE USE. mg Design valid for use only WM Milekr connectors.INs design is based only upon parameters shown,and Is for an Individual building component.riot a truss system.Before use,the Lrdiding designer must verify the applicability of design parameters and properly incorporate this design Into the overa l budding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary aid permanent tracing MiTek. k always required to stability and to prevent collapse with possible personal injury and property damage. For general gillance regarding the 6904 Parke East Blvd. fabrk;atknm ,storage,delivery.erection and bracing of uses and truss systems.seeANSt/TPI1 Quality Craeda,0513-89 and BCSI Building Component Safely Information available from buss Plate Institute,218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type Oty I Ply 'JA Long-Hutnagel Resd•JB T8236524 J160028 J06 ,Jack-Partial Girder 2 1 I Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:28 2016 Page 1 I D:i7SB W TUNnZcL68Zggj?YcXzd3pU-iW PA7DtBCSn_SaW PweziC7DcaomzihU W RCj t ouzahl z 4-11-0I 9-10-1 4-11-0 4-11-0 3 Scale=1:27.1 i 3.54 FIT NAILED I 10 3x4 NAILED 2 9 II � NAILED a IIS4%04ii444iiohn 3x48 a ' ►=. 11 12 6 13 5 7 NAILED NAILED 3x4- NAILED 4 1.5x4 II 3x4= 4-11-0 9-10-1 I 4-11-0 i 4-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.04 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Ven(TL) -0.10 5-6 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.25 Horz(TL) 0.00 4 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:50 lb FT=20% 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 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) 7=380/0-7-0,3=122/Mechanical,4=289/Mechanical Max Horz7=159(LC 8) Max Uplitt7=-168(LC 4),3=84(LC 8),4.154(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-344/156,1-8=-487/201,8-9=-424/208,2-9=-421/204 BOT CHORD 6-13=-288/439,5-13=-288/439 WEBS 1-6=-160/416,2-5=-514/337 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=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 %U� 1 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ,•tt�,�s A. A iiij 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 ,`s•oOP A46 /i�, fit between the bottom chord and any other members. �� �. •.%:.%.111111111/.1.1 •GENS•, .4A i� 4)Refer to girder(s)for truss to truss connections. � k V� �`••• (/j 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 lb uplift at joint 7,84 lb uplift at joint 3 and 154 lb uplift at joint 4. N o 39.3.80 •:_ _ 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)"NAILED"indicates 3.10d(0.148"x3")or 2-12d(0.148'50.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. _ j3 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). =-0 t"ii "- ;$- LOAD CASE(S) Standard • - •r- 1� •- 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �-.f‘ •i '_ _s Uniform Loads(plf) .• •• O R 10.••'' - ConcentratedVert: Loads(lb)4-7=-20 �l'lio°N A�� %`,, Vert:9=-0(F)10=-53(F)11=-1(F)12=-4(F)13=-20(F) Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 is. o WARNING•Vwity design paramem and READ NOTES ON THIS AND INCLUDED M/fEK REFERANCE PAGE MNF7473 rev.10/03/2016 BEFORE USE. Design vdld for use only with MIIokS connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary art permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the lubrication.storage,delivery,erection and bracing o1 trusses and truss systems,seeANSVTPI I Quality Criteria,D58•89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 1 1 Job Truss Truss Type Oty Ply JA Long-Hutnagel Resd-JB T8236525 J160098 J07 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 Mask Industries.Inc.Tue Mar 15 13:59:29 2016 Page 1 I D:i 7S B W T U N nZc L68Zq qj?Yc Xzd 3p U-Aj z3/K Zupz lvr3k 5c U L U xk L m oaC 8M R83g gs S a K Kz a h l y 4-9-8 4.11-0 9-7-1 i 4-9-8 0-1L8 4-8-0 I i 3 Scale=1:26.7 3.54 12 NAILED ,- 9 3x4 I NAILED 2 8 I r NAILED a 3x4% 7 co 1 I I e a Hilt. nn nn El n -I - g 10 1, 5 12 4 6 NAILED NAILED3x4= NAILED 3x4= 1.5x4 'I 9-7-1 I 9-7-1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.05 4-5 >999 180 BCLL 0.0 • Rep Stress lncr NO WB 0.23 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:49 lb FT=20% 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 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) 6=366/0-4-3,3=115/Mechanical,4=288/Mechanical Max Horz6=156(LC 8) Max Uplift6-161(LC 4),3=-81(LC 8),4.158(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-323/146,1-7=-450/182,7-8=-388/184,2.8=-385/185 BOT CHORD 5-12=-266/404,4-12=-266/404 WEBS 1-5=-138/374,2-4=-472/311 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45th L=24ft;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 111111 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `��%‘10111111/iii ,,S A. '/�iit� 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 ``% OP A46 i,� fit between the bottom chord and any other members. ,• �0••;GEN 8•• -92 iii 4)Refer to girder(s)for truss to truss connections. . \, e.... / •. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 161 lb uplift at joint 6,81 lb uplift at joint 3 •• and 158 lb uplift at joint 4. No 39.380 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)'NAILED"Indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. - • 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). T.T.-O --,- • • LOAD CASE(S) Standard .-, T -tom .••� -/ •,, i 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �..(+►, . % Uniform Loads(plf) I c� •61 "•0 A 10.•'G\ s • ConcentratedLoads(Ib)4-6=-20 ''I1 ,'O N Al-C.--: %� Vert:8=-0(F)9=-53(F)10=-1(F)11=-4(F)12=-20(F) Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 5.I1.7473 rev,10/93/1015 BEFORE USE. mil Design valid for use only with MItekta connectors.this design Is based only upon parameters shown,and Is for an ksdlvidxi bulding component.not a truss system.Before use,the budding designer must verity the applicability of design parameters and properly Incorporate this design into the overall • brAcarng design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Adatlonal temporary and permanent bracing ng MiTek Is always required for stability and to prevent collapse with passible personal!Wry and property damage. For general guidance regrading the fabrication,storage,delivery,erection and tracing of Busses and truss systems.seeANSUTPI I Quality Criteria,DSB-89 and BCSI Building Component 1 6904 Parke East Blvd. Safely Information avcriable from Truss Plate Institute.218 N.tee Street,Suite 312.Alexandria,VA 22314. 1 Tampa.FL 33610 Job Truss j Truss Type Qty i Ply `JA Long-Hutnagel Resd-JB I 18236526! J160058 J08 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 Muck Industries.Inc.Tue Mar 15 13:59:29 2016 Page 1 ID:i7SBWTUNnZcL68Zggj?YcXzd3pU-AjzYKZupzlvr3k5cULUxkLmtxCClRBhggsSaKKzahly I 1-0-0 1-0-0 5.00 12 Scale=1:13.3 1.5x41 li I I 2 ,� R N � or 1 moil 1.5x4 II 3 1-0-0 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(TL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 (Matrix-M) Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 4=31/0-3-8,2=22/Mechanical,3=9/Mechanical Max Horz4=58(LC 12) Max Uplift4—25(LC 10),2=-40(LC 12),3.31(LC 12) Max Grav4=49(LC 12),2=32(LC 17),3=34(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=2411;eave=4it;Cat.ti; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(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 psi bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ``•%"1111111/11.,',, fit between the bottom chord and anyother members. 4)Refer to girder(s)for truss to truss connections. �%Ik1. g51 S A. 'q� i'i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 4,40 lb uplift at joint 2 `cc -v••;GENS• e-Q2,0� and 31 lb uplift al joint 3. �� '� :�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 •: .1. •7T t • 1 �., 5.4OR \O•;• � %- Thomas A.Albans PE N ..39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 r 0 WARNING-Verify design parameters and READ NOTES ON MS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/0N2015 BEFORE USE. 141. Desl(>n valid for use oNy with Mltek2U connectors.this design is based only upon rxxa peters shown,and Is for an individual buicting component.not a truss system.Before use,ttx,bulking designer must verify the applicability of deslgl parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal k*ry and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and inns systems,seeANSI/TPI I Quilty Criter a.DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.lee Street Suite 312,AlexandrI a.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply JA Long-Hulnagel Resd-JB 78236527 J160088 J09 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:29 2016 Page 1 ID:i7SB WTUNnZcL68Zggj?YcXzd3pU-AjzYKZupztvr3k5cULUxkLmrgCAcRBhggsSaKKzahl y 3-0-0 3-0-0 Scale=1:17.4 5.00 I2 , 15x4 I 1 oioillillIllIllIllIllIllIlli . 0 O N N N Eliii '/ 3 '/ 4 3x4 II I 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 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=103/0-3-8,2=72/Mechanical,3=32/Mechanical Max Horz4=91(LC 12) Max Uplift4=-4(LC 8),2=-66(LC 12),3=-14(LC 12) Max Grav4=103(LC 1),2=72(LC 1),3=53(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0pst;h=25ft;B=45ft;L=24ft;eave=4lt;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(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 ,�%mull,. fit between the bottom chord and any other members. �.0� lc A, ,1 4)Refer to girder(s)for truss to truss connections. ,alk 15P Ade .,� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 4,66 lb uplift at joint 2 and % �O,....•E N -9 i, 14 lb uplift at joint 3. . '` :��,\ `SFS•.?j di 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • No 39380 _I. yt _ i = •-o _/ '� / � .T• E • ' ":1/� � �� C? • Si. lw Thomas A.Alban!PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING-Verily datlgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1163!2016 BEFORE USE , Design valid for use only with Milekn connectors.This design Is based only urxn rxirameters shown,and Is for an la vidual 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 hulloing 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 possible personal Injury and poverty damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DS8-e9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from lnuss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply JA Long-Hulnagel Read-JB T8236528 J160098 J10 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tire Mar 15 13:59:30 2016 Page 1 ID:i7SBWT UN nZcL68Zggj?YcXzd3p U-evXwYv uRk3lihugo 13?AHYly 1 cUvAeLpv W C81mzah 1 x I 5-0-0 5-0-0 Scale=1:22.5 5.00 FIT 2 1 7 3x4%• 6 1 uS i .11111.1. e.. 16,.. 4 1.5x4<>5 3 1.5x4 II 2-0-0I 5.0.0 I 2-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSL DEFL. In (Ioc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.04 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.08 3-4 >727 180 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.05 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 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) 5=177/0-3-8,2=129/Mechanical,3=48/Mechanical Max Horz5=125(LC 12) Max Uplift5=-18(LC 12),2.95(LC 12),3=-15(LC 12) Max Grav5=177(LC 1),2=129(LC 1),3=96(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-11-4 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 ,`t‘•%%1111111/1/4 A. fit between the bottom chord and any other members. ��s ,k N Ade ,si 4)Refer to girder(s)for truss to truss connections. N' .r .••;G E Ns•• //pie 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 5,95 lb uplift at joint 2 � ,, \, k`•••. • and 15 lb uplift at joint 3. • 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -N No 39380 • ••- ___.. i ••SFS.,<••0 R 10,/e.S\,� .,,I,,''O N A'..._• ``0• Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MY-7473 rev.10032015 BEFORE USE. Design valid for use only with Mlleke connectors.this design is based only upon parameters shown-and Is for an individual building component"not , o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall balding design. Bracing Indicated Is to prevent buckling of Individual truss web anal/or chord members only. Additional temporary and permanent tracing MiTek* Is always required for stability arid to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrication,storage.delivery,erection and bradng o1 trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. I 1 Sagely Information available horn truss Plate Institute"218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type !Qty Ply JA Long-Hufnagel Resd•J8 78236529 J160038 J11 Jack-Open 2 1 I Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:30 2016 Page 1 I D:i7SBWTUNnZcL68Zggj?YcXzd3pU-evXwYvuRk3l ihugol3?AHYItzcPDAeFpv W CBtmzahl x 7-0-0 i 7-0-0 Scale=1:26.9 2 5.00 7 Il 7 r1 6 0 3x4! T .; 1 O 110,4114 1 1111161 . y 1 MI 4 5 1.5x4- 3 1.5x4 I'. 2.0.0f 7-0-0 2-0-0 5-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.13 3-4 >639 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.32 3-4 >255 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.17 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:27 lb FT=20% 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 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) 5=251/0-5-8,2=183/Mechanical,3=68/Mechanical Max Horz5=159(LC 12) Max Uplilt5=-39(LC 12),2=-135(LC 12),3=-7(LC 12) Max Grav5=251(LC 1),2=183(LC 1),3=136(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 1-4=-127/253 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=2411;eave-4ft;Cat.II; Exp C;End.,GCpi=0.1 8;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-4 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 %%‘1111111/111 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦•%% S A. ���e 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 ♦♦♦O�P i4 I,,, fit between the bottom chord and anyother members. 4)Refer to girder(s)for truss to truss cnnections. `♦♦, .• �\G E N 5�."92/•i�• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 5,135 lb uplift at joint 2 and 7 lb uplift at joint 3. No 39.380 ; 6)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. a -- ; Job Truss Truss Type Oty Ply JA Long-Hulnagel Rend•JB 78236530 J160068 J12 Jack-Open Girder 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:31 2016 Page 1 I D:i7SBW TUNnZcL68Zggj?YcXzd3pU•65411Fv4VN9ZJ 1 F_bmW PpmrB?Olcv 1 ay7AxhPDzah 1 w 3-6-0 I 7-0-0 3-6-0 3-6-0 Scale=1:27.5 3 5.00 12 f� 3x4 2 era, - 4 3x4 me? 0 1 b 00444111 IIIM,..-1 .11111111rons N461. lel IIIMI 8 6 9 5 7 HTU26 4 sxs= 2x4 II HTU26 3x6•� 3-6-0I 6-6-0 ,7-0-01 3-6-0 3-0-0 X0-6-0 Plate Offsets(X,Y)-- ►6:0-3-0.0-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in pc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.04 5-6 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.30 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 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 9-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=758/0-5-8,3=75/Mechanical,4=840/Mechanical Max Horz 7=157(LC 8) Max Uplift7=-379(LC 8),3=54(LC 8),4=-493(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-712/384,1-2=-896/496 BOT CHORD 6-9=-545/808,5-9=-545/808 WEBS 1-6=-451/863,2-6=-515/781,2-5=-1046/706 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=2411;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 .01111111i., plate grip DOL=1.60 0. i�� 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `•••% op.S A. ,q4 I,� 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 ♦♦;��0 •GENS. e-92i� fit between the bottom chord and any other members. ♦ : �, F•'•• / °i 4)Refer to girder(s)for truss to truss connections. • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 379 lb uplift at joint 7,54 lb uplift at joint 3 No 39.3.80 �:_ - and 493 Ib 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. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 3-6-12 from the left end to = • t connect truss(es)to front face of bottom chord. •� r. 8)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 5-6-12 from the left end to 4. 8 '�,�� �' ; connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. i,"--4%� 9)Fill all nail holes where hanger is in contact with lumber. #� ` 0 R 1 0•'•(\-, ss, 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)83 lb down and 25 lb up at 1-9-3 %,ss� "•G` '%• 11)nnthettom chord. The LOAD CASE(S)section,loads applied to the faon of such ce of the trusstion )is the ae noted as frontlty of(F)oorthers.back(B). �i/I41 1 Al 1���`, Thomas A.Albanl PE No.39380 LOAD CASE(S) Standard MITek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 _ r 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1003!2016 BEFORE USE. Nell. Design valid for use only with Weld)connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the Wilding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bilking 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 la stability and to prevent collapse wnh possiie personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of Misses and truss systems seeANSI/TP1I Qudeby Cifeda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty i Ply I JA Long-Hufnagel Read-JB T8236530 J160028 J12 Jack•Open Girder 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:31 2016 Page 2 I D:i7SB W TUNnZcL68Zggj?YcXzd3pU-6541IFv4VN9ZJ 1 F_bmW PpmrB?OIcvl ay7AxhPDzahl w LOAD CASE(S)Standard Uniform Loads(plf) Vert:1-3=-54,4-7=-20 Concentrated Loads(Ib) Vert:6=-735(F)8=-83 9=-352(F) Q WARNING-Verify deign parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE Design valid for use only with Mlteklil connectors.lhls design Is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the appllcabllty of design parameters and properly hcorporate this design Into the overall bolding design. Bracing Indicated Is to prevent buckling of lndlvldial 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 Inlay and properly damage. For general gulckinco regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seerANSl/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6e Safely Information avallable from Truss Plate institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 72314. Tampa. Et 0 Job I Truss I Truss Type 'Qty 1 Ply JA Long-Hutnagel Resd•JB 78236531 J160068 IJ13 !Jack-Open Girder i1 1 I Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:31 2016 Page 1 I D:i7SB WT UNnZcL68Zggj?YcXzd3pU-65411 Fv4VN9ZJ 1 F_bmW Ppm rCROiHvO1 y7AxhPDzah1 w 3-6-0 7-0-0 3-6-0 3-6-0 Scale=1:27.5 3 t 5.00 12 1+ 3x4 2 OA 0 3x4 0, V e O vri 8 6 a 5 7 HTU26 67c6= HTU26 4 2x4 II HTU26 4x4= 3.6-0660 17.0-01 3-6-0 3-0-0 0-6-0 Plate Offsets(X,Y)-- 16:0-3-0,0-4-41 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.05 5-6 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.33 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except BOT CHORD 2x6 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) 7=1034/0-3-8,3=77/Mechanical,4=907/Mechanical Max Horz7=157(LC 8) Max Uplitt7=-213(LC 8),3=-53(LC 8),4=-268(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-768/177,1-2=-971/213 BOT CHORD 6-9=-284/876,5-9=-284/876 WEBS 1-6=-171/936,2-6=-205/924,2-5=-1170/379 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ,,%% ��, plate grip DOL=1.60 St �I 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. `�.0 .prS A. A� i'e 3)'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 �� •.•........ •••• e-9 �i0 fit between the bottom chord and any other members. �•�k'• \• ., ENS. .•y/ ii 4)Refer to girder(s)for truss to truss connections. • • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 lb uplift at joint 7,53 lb uplift at joint 3 No 39 380 •.. .1. and 268 lb uplift at joint 4. ..r r 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -- .f 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.startinZ"O• • �_� t. - at 1-4-12 from the left end to 5.4-12 to connect truss(es)to back face of bottom chord. -. - .•T, 8)Fill all nail holes where hanger is in contact with lumber. :-�--r- � 1� • 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i. • ••,'S.`. O R 10. r, .% LOA1))Dead CASE(S)RooffL Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��"1 ,'O N Al.,u".OS` Uniform Loads(pIf) Vert:1-3=-54,4-7=-20 Thomas A.Albans PE No.39380 Concentrated Loads(Ib) MTek USA,Inc.FL Cert 6634 yert:6=-505(B)8=-505(B)9=-505(B) 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 o WARNING-Wordy design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/03/1015 BEFORE USE. NI Design vdtd for use only with MWTeirm connectors.This design Is based only upon rxxameters shown.and Is tor an Indivld cd txnidirsq component.not a liras system.Before use.the building designer must verity the applicability of design parameters and property incorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of Individual truss web ani/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 fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Crltew,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdtable from bras Plate Institute.218 N.Lee Street,Suite 312,Atexandda,VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type i Qty Ply JA Long•Hutnagel Read•J8 78236532 J160068 J14 Jack-Partial Girder 14 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 a Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:32 2016 Page 1 ID:i7SBWTUNnZcL68Zggj?YcXzd3pU-alegzbwiGgHQxBpA9U 1 eMzNMwQCDeYR6MghFxfzahl y 1-11-11I 4-2-3 1-11-11 2-2-8 Scale=1:14.6 4.95 12 3 I NAILED 3x46 2 1 ' . nMIP 1 ♦, ' 9 4 '/ NAILED 354 II I 4-2.3 I 4-2-3 Plate Offsets(X,Y)-- (1:0.1-12.0-1-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.03 4-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-3MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=148/0-4-3,3=97/Mechanical,4=50/Mechanical Max Horz 1=67(LC 8) Max Uphill-36(LC 8),3=-67(LC 8),4=-7(LC 8) Max Gray 1=148(LC 1),3=97(LC 1),4=68(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll; 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 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,1,11111111///��' fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ��•, „AN_ A. A/ �'"i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 1,67 lb uplift at joint 3 ,,%•_x ••;G•ENS• 6,q '. and 7 Ib uplift at joint 4. . \, F•••• / 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.1485(3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. . No 39.380 _. 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 -o: :.-" •• •., 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 . T, . ..44,.. Uniform Loads(pit) • 6 -''. - .-� Vert:1-3=-54,4-5=-20 0,:+4'1/4 0 '•• ., ,,� Concentrated Loads(Ib) ',�� 0 R • •' c$ �$ Vert:9=-3(F) �'1SS�O N A-1.'%% 8%0 111111 Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING-Vastly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.101)3/2015 BEFORE USE. " Design valid for use only with Mlteklll connectors.This design Is based only upon parameters shown,and Is for an individual building component.riot a truss system.Before use.the building designer must verify the applIcablity of design parameters and properly Incorporate this design Into the overall I b8dng design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Malek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.05839 and SCSI Building Component I 690469 P.Parke FL Ee Eaast 0st Blvd.- _ Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Nexandrla,VA 22314. Job Truss Truss Type Qty Ply JA Long-Hutnagel Resd-JB T8236533 J160038 J15 Jack-Partial Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:32 2016 Page t I D:i7SBW TUNnZcL68Zggj?YcXzd3pU-alegzbwiGgHQxBpA9U 1 eMzNMNQCaeYR6MghFxfzahl v I 1-10-3 3-11-3 I 1-10-3 2-1-0 Scale=1:14.1 3 4.95112 ( NAILED 30 2 T': o t; 1 1011111 YXII A 9 4 NAILED 3x4 II 3-11-3 I I 3-11-3 Plate Offsets(X,Y)-- 11:0.1-12,0.1-1j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.02 4-7 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.00Horz(TL) 0.01 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-3MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. ' REACTIONS. (lb/size) 1=138/0-4-3,3=91/Mechanical,4=47/Mechanical Max Horz 1=62(LC 21) Max Uplittl=-34(LC 8),3=-63(LC 8),4=-7(LC 8) Max Gray 1=138(LC 1),3=91(LC 1),4=64(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45ft;L=2411;eave=oft;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. 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 ,`.10111111/14. fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. �s`` .PPS A. 44,/,,i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 34 lb uplift at joint 1,63 lb uplift at joint 3 s• O,.•' e-9 �i� and 7 Ib uplift at joint 4. `Z k'••.\,\G E N SFS••;�'/ °• 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •• • • 7)'NAILED"indicates 3-lOd(0.148'x3")or 2-12d(0.148'x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. No 39380. V 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �w : „1 LOAD CASE(S) Standard -p: ---- - s 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 S-; T, • •• .b• Uniform Loads(plf) 0--v- - .�I� • Vert:1-3=-54,4-5=-20 0�oP `. O•••. \�`.4 Concentrated Loads(Ib) i�F 0 A (? �, Vert:9=-3(B) ,i,SS;�NA E?��`` timinot Thomas A.Albanl PE No.39389 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 mi Q WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �- Design valid for use only with MilekS connectors.this design Is based only upm parameters shown,and Is for an dndlvidual twtdlnq component,riot a truss system.Before use,the building designer must verify the applk;ctbtity of design parameters and properly Incorporate this design into the overall bilking design. Bracing Indicated Is to prevent buckling of individual truss wob and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collq>se with possible personal kiltey and properly damage. For general guidance regarding the tabilc.atkm,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,058.89 and BCSI Building Component 6904 Parke East Bid. Safety Information available horn Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty Ply JA Long-Hufnagel Rend-JB 78236534 J160938 J16 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:33 2016 Page 1 I D:i7SB W TUNnZcL68Zggj?YcXzd3pU-2UC3A o K0__PGYLONjBYtvBwaLpa8N?hFbUQoU5zah1 u I 1-0-0 I 1-0-0 Scale=1:8.8 7.00 FIT 2 L!1 1 '�1 1 N N dip.1.01 O M 3 -/ 3x4= I 1-0-0 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in floc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:51b FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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 I be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 1=37/0-3-8,2=27/Mechanical,3=10/Mechanical Max Horz1=24(LC 12) Max Uplift1=-2(LC 12),2.22(LC 12),3=-2(LC 12) Max Grav 1=37(LC 1),2=29(LC 17),3=14(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave--4f1;Cat.II; Exp C;End.,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 20.0psf 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. ``,‘1111111111��� 4)Refer to girder(s)for truss to truss connections. t 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 lb uplift at joint 1,22 lb uplift at joint 2 and ``s‘OOtPS A• .r4 Il v;, 2 lb uplift at joint 3. •s `,e••••.GENS"• -94,•• 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. :• k •• V F•••••/ • No 39380 .___%,_ • -* • 7.-0; • s r. 0,149140H N Ai �.s`‘ Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/03/2016 BEFORE USE Design valid for use only with MITekrr connectors.This design Is based only upon parametersxllkkw shown,and Is lot an ivl txrlcomponent.coment.not lit a truss system.Before use,the building designer must verily the appllcabllty of design pxsorneters and properly incorporate this design into the overall bullring design. Bracing indicated Is to prevent buckling of Individual truss web ani/or chord members only. Additional tomrxxary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and properly danage. For general guidance regarding the faixkatkxl storage,delNery,erection and tracing of trusses and truss systems,seeANSt/TP11 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available le from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type I Qty 'Ply JA Long-Huf nagel Rend-JB T8236535, J160038 J17 (Jack-Open 1,6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:33 2016 Page 1 I D:i7SBWTUNnZcL68Zggj?YcXzd3pU-2UC3A1aK0_PGYLONjBYNBWYRpZoN?hFbUQoU5zah 1 u 3-0-0 3-0-0 Scale=1:14.8 3 fil 7.00 12 3x4 i 2 l 11 Y N 1,7 1 4400000 1 1 - 4 2x4 II f 3.0.0 3-0-0 Plate Offsets(X,Y)-- (1:0-1-8,0-1-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-10-15 ; MiTek recommends that Stabilizers and required cross bracing • be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 1=103/0-3-8,3=68/Mechanical,4=35/Mechanical Max Horz1=67(LC 12) Max Upliftt=9(LC 12),3=-58(LC 12),4=-7(LC 12) Max Gray 1=103(LC 1),3=75(LC 17),4=47(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=3.0psh h=25ft;B=45ft;L=24ft;eave=41t;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(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 ,,.,%a l l I h l it. tit between the bottom chord and any other members. ��• S A, 1� 4)Refer to girder(s)for truss to truss connections. %%OoP Az ,• i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 1,58 lb uplift at joint 3 and `,��� �G ENS;• T �. 7 Ib 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 '* 11,:-o: __.--- i�Fs i'...�O N A"1... E;;C?%. Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R 33610 Date: March 15,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.10103/2015 BEFORE USE pia Design valid for use only witts Mltek59 connectors.his design Is based only upon parameters shown,and is for an Individual bulding component,not o teas system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall bulding design. Bracing Indicated is to prevent buckling of IndMdud truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Qualify Criteria.DSB-89 arid6904 BCSI Building Component 33610 Safety Information avdfrom lass frolass Plate Inst Lute,218 N.Lee Street,Suite 312,Atexandrta,VA 22314. Tampa.P.Parke Job 1 Truss Truss Type oty Ply JA Long-Hulnagel Resd-JB T8236536 J160e38 IJ23 Jack-ParlialGirder 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:34 2016 Page 1 I D:i7SB W TUNnZcL68Zggj?YcXzd3pU-XgmROGxyni X7AVzZGu46ROTZhDih6SwPp8ALOXzah1 t 4.9.89.10-1 I 4-9-8 5-0-8 3 , Scale=1:21.1 354 FE NAILED 12 NAILED it 0, NAILED I _ 3x4 10 2 TSA 13 AI 15 NAILED 14 NAILED NAILED 3x8 5 4 I 5.9.10i 9-10-1 5-9-10 4-0-7 Plate Offsets(X,Y)-- j1:0-3.8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.15 5-8 >466 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.22 5-8 >308 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.05 3 n/a Na BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer • Installation guide. ' REACTIONS. AU bearings Mechanical except(jt=length)1=0-3-8,5=0-4-15. (Ib)- Max Horz 1=116(LC 24) Max Uplift All uplift 100 lb or less at joint(s)1,4 except 3=-153(LC 8),5=-165(LC 8) Max Gray All reactions 250 lb or less at joint(s)3,4 except 1=255(LC 1),5=279(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-591/674,2-10=-590/678 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=24tt;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. 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 ��,`0/ Q A q���,,, fit between the bottom chord and any other members. ` 4)Refer to girder(s)for truss to truss connections. O• /4,•• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=1b) 4. •N ,•'v C'E N`S<c�•• / •i• 3=153,5=165. ` • 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. No 39380 ' • 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. _ * _ 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • It-0 ' _ ---' LOAD CASE(S) Standard % ••T' ------•:-4C.:7' 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 1� "`4• , Uniform Loads(p11) •°'�� : 0 R 1 Q•�;0\�.` Vert:1-3=-54,4-6=-20 Concentrated Loads Vertt:11=-3(B)b12=-28(8)13=-8(8)14=-10(B)15=72(B) �) �'Ii '49,O N A;,‘...\ �'t " Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 4me f 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Me-7473 rev.10/03!2015 BEFORE USE. m Design wild for use only with MIIekt connectors.Itis design is based only upon parameters shown,and Is for an krdividual building component.not a truss system.Before use,the building designer must verity the appiicaWity of design parameters and properly incorporate this design into the overall MiTek bulking design. Bracing Indicated Is to prevent buckling of Individualannal duai truss web cod/or chord members only. Additional temporary and permanent tracing Is dways required for stability and to prevent colignse 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,seeANSI/TPII Quality Criteria,DSB6904 -89 and BCSI Building Component Tampa.04 ParkeFL Et 0 Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. JobTruss Truss Type I Qty Ply JA Long-Hutnagel Rend•JB T8236537 J160068 ,J24 Jack-Partial Girder 1 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:35 2016 Page 1 I D:i7S B W T U N nZcL66Zggj?Yazd3pU-?t Kpbcya Ybg_of YlgcbL_c?jvd2 H rvAY2ovvY_zah i s a-8-09.7.1 4-8-0 4-11-0 3 Scale=1:20.7 1 o•••• ';`I 3 54 12 NAILED 12 I1 NAILED 11 . NAILED ' 3x4 10 2 1 111111104111 � a OE III I I ;� ' 4 13 14 , 15 1/ NAILED NAILED " NAILED 5 4 3x8 11 5.6.101 9-7-1 5-6-10 4-0-7 Plate Offsets(X,Y)-- [1:0-3-8,Edgel LOADING(psi) SPACING- 2-0-0 I CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.13 5-8 >504 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.19 5-8 >349 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 1 Horz(TL) 0.05 3 n/a n/a Weight:32 lb FT=20% BCDL 10.0 Code FBC2O14/TPI2007 (Matrix-M) 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-7 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. All bearings Mechanical except Qt=length)1=0-3-8,5=0-4-15. (lb)- Max Horz1=113(LC 21) Max Uplift All uplift 100 lb or less at joint(s)1,4 except 3=-153(LC 8),5=-127(LC 8) Max Gray All reactions 250 lb or less at joint(s)1,3,4 except 5=334(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-559/686,2-10=-559/689 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;8=45tt;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 psi bottom chord live load nonconcurrent with any other live loads. ,��111111//" 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 ``,,�`A PS A q� �,�, fit between the bottom chord and any other members. 449 e, 4)Refer to girder(s)for truss to truss connections. O• •E N '14,••0 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=lb) ,,:• k ,•'\, C' $�• / = 3=153,5=127. • No 39380 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. *_ • 7)'NAILED"indicates 3-10d(0.148-x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. f_ 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • :-0' _ — LOAD CASE(S) Standard i • - r. `i- • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 .�"` Uniform Loads(pit) i ��s�. R 0• .\� � Vert:i-3=-54,4-6 -20 e • Concentrated Vert:i1=-3(F)12=-41(F)13=-8(F)14=-10(F)15=-33(F) ���ii ,1O N A� ,,,�� Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIi•7473 ray.10/03/2015 BEFORE USE �� Design valid for use only with MilekG connectors.This design Is based only upon parameters shown,and Is for an individual building component,nod a truss system.Before use,the building designer must verily the applicabllry of design parameters aid properly Incorporate tines design Into the overall MiTek.building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members onlytemporaryp Additional and permanent bracing . is always required for stability and to prevent collapse with possible personal Wiley and properly damage. For general guidance regarding thxr East Blvd. labrk:atkun,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI i Quality Criteria,DSB-89 and BCSI Building Component 6904690 P,Parke East 0 Safety Information available from hruss Plate Institute-218 N.bee Street.Suite 312.Alexandria.VA 22314. I 1 Job Truss Truss Type Oty Ply l JA Long-Hufnagel Resd-JB T8236538 J160638 J25 Corner Jack 12 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:35 2016 Page 1 I D:i7S8WTUNnZcL68ZggrYcXzd3pU-?1KpbcyaYbg_ofYlgcbL_c?vudGbrvAY2ovvY_zah t s 1-0-0 1-0-0 5.00 12 Scale:1.5'=1' 2 l 1 ))7\ / 4 / r , , w // d 1 3 I. 1 3x4= 1-0-o I 1-0-0 _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a rt/a Weight:4 Ib FT=20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x6 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 1 Installation guide. REACTIONS. (lb/size) 1=37/0-3-8,2=17/Mechanical,3=20/Mechanical Max Horz 1=17(LC 12) Max Upliftl=-6(LC 12),2.12(LC 12),3=-8(LC 12) • Max Grav 1=37(LC 1),2=17(LC 1),3=20(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.OpSf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat.II; Exp C;End.,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 psi bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `Mi%% I l r r r,,�', 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,3. `%%O PS 4, ,• ,,• 6)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. • . /.‘-c-..•� •\G ENS;•.•'92 •1 • No 39380 , • -OL / • . .,,.,PASS,% OR,9•••c,,� ' •• /ONA1-iiirimilitt�.%% Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11.7473 rev.10'03,2015 BEFORE USE. pill Design valid for use only with MI1eklr)connectors.Ills 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 appllcablity of design parameters and properly Incorporate this design Into the overall bulking design. &adng 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 posslule persona'Injury and properly damage. For general guidance regarding the East Blvd. fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI l Qualify Criteria,DSB-e9 and SCSI Building ding Component Tampa.04 Parke E3st 0 i • Solely Information available from buss Plate Institute,218 N.Lee Street Suite 312.Alexandria.VA22314. , Job Truss Truss Type !Qty I Ply JA Long-Hutnagel Pesci-JB T8236539 J160(/38 J26 Corner Jack !g 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MITA Industries,Inc. Tue Mar 15 13:59:35 2016 Page 1 I D:i7SBW TUNnZcL68Zggj?YcXzd3pU-?tKpbcyaYbg_ofYlgcbL_c?trdFBrvAY2ovvY_zaht s 3-0-0 3-0-0 Scale=1:12.2 5.00112 3 , �� 3x4 1 2 I 7 1 ' yr iii 1 1 4 3x4 I 3-0-0 I 3-0-0 Plate Offsets(X,Y)-- 11:0-1-12,0-1-11 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 1 n/a n/a Weight:12 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-3 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=103/0-3-8,3=69/Mechanical,4=34/Mechanical Max Horz1=48(LC 12) Max Uplift/=-21(LC 12),3=-48(LC 12),4=-5(LC 12) Max Grav1=103(LC 1),3=69(LC 1),4=46(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0pst h=251t;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,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 ps1 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 ``,, u u 11 i ii„ fit between the bottom chord and any other members. `��0' A. ,q �I, Ill 4)Refer to girder(s)for truss to truss connections. �% 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. ,••x- ..•�0 E N S... 4,ii 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. .. .... 4, / No 39380 r� t►� .0''4, �ss' OR1O••�\ , ,e��i0 N A' ._.• :,\, Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 • 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 ,, Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with MITeksS connectors.Ills design k based only upon parameters shown.and Is for an Individual building coer onent.not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly incorporate tisk design Into the overall MiTek' building design. gracing 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 limey and properly damage. For general guidance regarding the East Blvd. fabrication,storage,deltvery,erection and tracing of trusses and truss systems,seeANSI/1PI1 QualityFL Criteria.DSB-89 and SCSI Bug Component 690469 P.Parke East 0 Safety Information available from truss Plato Institute,218 N.Lee Street.Suite 312,A,exandrkr.VA 22314. _ Job !Truss Truss Type Oty Ply JA Long-Hulnagel Reed-JB 78236540 J160038 I J27 Corner Jack 7 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:36 2016 Page 1 ID:i7SBW TUNnZcL68Zooj?YcXzd3pU-T3uBoyzCJvorPp7yOJ6aWpY?P 1 X3aMOhHSf S4Ozah 1 r 5.0.0 I5-0.0 Scale=1:16.9 3 ifi 5.00 12 9 3x4 7. 0 2 9 N ' N 1 i i 0 0 n I.'/jimmmimimmimd 4 3x5_ 5-0-0 I 5-0.0 LOADING(psf) SPACING- 2.0.0 CSI. DEFL. in (roc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.07 4-7 >873 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a Na Weight:19 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-4 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=178/0-3-0,3=117/Mechanical,4=61/Mechanical Max Horz1=82(LC 12) Max Uplift1=-41(LC 12),3=-80(LC 12),4=-7(LC 12) Max Grav1=178(LC 1),3=117(LC 1),4=84(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=45ft;L=24ft;eave=41t;Cat.II; Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-8 to 3-1-8,Interior(1)3-1-8 to 4-11-4 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,twilit/if. fit between the bottom chord and any other members. ,,����Pcj A. ,q �I, 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. ,,•,x0••�G E N S;,414 '10 ".. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. : ••\, F•••• / i• i No 39380 __;___. * -p' --- -T, i'• :: 00 tS, ',�,S,O N Al,._• `s�% Thomas A.AlbanI PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 f • • 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll•7473 rev.10/03/2015 BEFORE USE. pa Design valid for use only with MnekC connectors.Ibis design Is based only upon parameters shown.and Is for an Individual holding component.not a truss system.Before use,the building designer must verify the appllcabllty of design parameters and properly incorporate this design Into the overall balking 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 possible personal t*ay and property damage. For general guidance regarding the Parke East Blvd. Iabri catkn.storage,delivery.erection and bracing of trusses and tris systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 690469Tampa.in 33610 Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 72314. Job I Truss Truss Type Qty I Ply JA Long•Hufnagel Resd•JB T8236541 J1600,38 I J28 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:36 2016 Page 1 ID:i7SBWTUNnZcL68Zggj?YCXzd3pU-T3uBoyzCJvorPp7yOJ6aWpY041 WIaMQhHSfS4Ozahl r 5-0-0 5-0-0 ' Scale=1:16.9 3 5.00 12 ', 10 3x4qq .. 2 N ' N 1 ' /1 1 4 // 5 3x5= 4-3-85I -0-0 5.0.0 I 4-3-8 0-8-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.03 5-8 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) -0.01 3 Na n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. All bearings Mechanical except(jt=length)1=0-3-0,5=0-3-8. (Ib)- Max Horz 1=82(LC 12) Max Uplift All uplift 100 lb or less at joints)1,3,4,5 Max Gray All reactions 250 lb or less at Joint(s)1,3,4,5 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=45tt;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-8 to 3-1-8,Interior(1)3-1-8 to 4-11-4 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 ,.. 11111 i fii. fit between the bottom chord and any other members. ��� S A, t� 4)Refer to girder(s)for truss to truss connections. �S o0 ,q4e • • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4,5. ,���. .'•�G E N S'• 92 i� 6)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. .• •• F . • r No 39.380 r r • * wv • •T. . • 1'. .. ...••• - - "w' .�-, SSS, OR10. ��''�� pit �O N A�'°• .0 • Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 tl is Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIN-7473 rev.10/03/2015 BEFORE USE. i Design valid for use only with MllektS connectors.ibis design Is based only upon parameters shown,and Is for an Individual building component not i a truss system.Before use.the building designer must verity the applicabily of design parameters and property Incorporate this design into the overall twlding design. Bracing Indicated Is to prevent truckling of tsdvldtal truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required(or stability and to prevent collapse with possible personal him and property damage. For general gridcnce regarding the East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI I Quality Criteria.DS8-89 and SCSI Building Component 6904 Tampa,ParkeFL East 0 Safety Information avcilabte harm buss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Job 1 Truss Truss Type Qty Ply JA Long•Hutna>laI Rend•JB 1 78236542 J160538 IJ29 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:37 2016 Page 1 I D:i7SBW TUNnZcL68Zggj?YCXzd3pU-xFSZ0l_g4Dwi 1 yiey 1 dp31571RoKJpgr W 6O?dszahl q 7-0-0 I 7-0-0 Scale=1:21.4 3 1 5.00F1 11 q 10 m 3x4 G <71) 2 111 a ill 1� e' 5 4 3x6 I 4-1-12 7-0-0 I 4-1-12 2-10-4 Plate Offsets(X,Y)-- [1:0-3-8,Edge] LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. in (Doc) Udefl lid 1PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.05 5-8 >913 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.07 5-8 >733 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00Horz(TL) 0.02 3 Na Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) ' Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Lett 2x4 SP No.2 1-11-4 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(t=length)1=0-3-0,5=0-3-8. (Ib)- Max Horz 1=116(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1,4,5 except 3=-104(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,3,4,5 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=545/296 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fY B=4511;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-8 to 3-1-8,Interior(1)3-1-8 to 6-11-4 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 ``,11111111////', 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 ``%‘` Or A• "14-•••j� tit between the bottom chord and any other members. ,••A'O••\t✓E Ns'...4 0 4)Refer to girder(s)for truss to truss connections. • V • i • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5 except(jt=lb) 3=1oa. No 39380 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ksli .tee.,,N(-,C\ •.; 0 R 10•.c' 11 0NA,E11•. Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: • March 15,2016 4 _ r 0 WARNING-Varity design paramotare and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. m � [Design valid for use only with Mllek®connectors.Ihls design k based only upon pcxameters shown,and Is for an individual txrldiig component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly kx:orlxnute this design Into the overall MiTek- building design. erachg Indicated Is to prevent buckling of k dMduxll truss web and/or chord members only.Additional temporary and permanent b racing Is always required for stability and to prevent collapse with possible personal hluay and properly damage. For general guidance regarding the East Blvd.6904 ,storage,delivery,erection and bracing of trusses and tr ss systems.seeANSI/IPl1 Quality Criteria,DS8-89 and BCSI Budding Component Tampa.04 Parke Est 0 Soley Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply JA Long-Hulnagel Read-JB 78236543 J160098 J30 I Jack-Partial Girder 12 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:37 2016 Page 1 ID:i7SBWTUNnZcL68Zggj?YcXzd3pU-xFSZ01_g4Dwi t yi8y 1 dp315AORuQJpgrW6O?dszahl q 2-3-13 4-10-10 12-6-13 1 2-3-13 — Scale=1:13.0 3 NAILED 3.54 12 12 A` 1 _ ■ 3x45 NAILED 2 { 11 04 H 1 I — iy 13 14 4 x4 11 NAILED NAILED 4-10-10 I 4-10-4 Plate Offsets(X,Y)-- 11:0-1-8,0-2-81 - LOADING(psi) I SPACING- 2-0-0 CSI. i DEFL. in (hoc) Udell L/d i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 4-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.05 4-9 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 3 n/a n/a 1 Weight:781b FT=20% BCDL 10.0 I Code FBC2014/TPI2007 (Matrix-M) l LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins. BOT CHORD 2x4 SP No.2 807 CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=200/0-7-0,3=113/Mechanical,4=64/Mechanical Max Horz1=58(LC 8) Max Uplift)=-69(LC 8),3=-73(LC 8),4=-15(LC 8) Max Gray 1=200(LC 1),3=113(LC 1),4=78(LC 3) FORCES. (lb)-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=3.0psf;h=25tt;B=45ft;L=24tt;eave=41t;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 psi bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `00111111/#1,_, fit between the bottom chord and any other members. ,♦♦�_^PS A. ,q ,I� 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 100 lb uplift at joint(s)1,3,4. ♦♦��,.. G E(v S;' -74,- 6) 74,°O to 6)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. : �, 1' 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. .-. 8)In the LOAD CASE(S) No 39380 : section,loads applied to the face of the truss are noted as front(F)or back(B). I. *. _- LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 7."O t I Uniform Loads(pit) ; .6,0 — - Vert:1-3=-54,4-5=-20 Concentrated Loads(Ib) -* 4 Fi t♦O•••• ♦ ..%♦ \c? Vert:12=4(F)13=8(F)14=-8(F) ,•'1sSl3N AX. ‘♦`♦, iffflfi11t1�, Thomas A.Alban)PE No.39380 Mink USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 Ilpa 1 l Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 BEFORE USE. 1 Design va kl for use only with Mllekas connectors.This design Is based only upon parameters shown.and Is for cal Individual building component.not I 1 o truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of IndMduKi truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posstle personal Injury and properly damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Tampa.FL East B 1 1 Safety Information avdtable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Oty Ply JA Long-Hutnagel Resd-JB 18236544 J160038 J31 Jack-Partial Girder '2 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:38 2016 Page 1 ' I D:i7SBWTUNnZcL68Zggj?YcXzd3PU-PS?yDe?TrW 2Zf6HKVk82cEdMhgE 12Gw_km8Z9Jzah1 p I P-2.5 I 4-7-10 2-2-5 2-5-5 Scale=1:12.7 3 3.54 12 d 3x4 NAILED 2 9 cp n 1 � _ i — n. )X 10 4 NAILED 3x4 II I 4-7-10 4-7-10 Plate Offsets(X,Y)-- [1:0-1-8,0-2-8) LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-7 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=164/0-7-0,3=105/Mechanical,4=55/Mechanical Max Horz 1=52(LC 8) Max Uplift)=-54(LC 8),3=-66(LC 8),4=-6(LC 8) Max Grav1=164(LC 1),3=105(LC 1),4=74(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=3.0psf;h=25ft;B=4511;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. 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 ``,%� m l l i/i', tit between the bottom chord and any other members. ,,�� PS A •44,0:1, �_ 4)Refer to girder(s)for truss to truss connections. ♦ off`• cx ��� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. �.' ••'�G E N S'• '92 �� 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. :� '' • �, F•'.• . #. 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). • No 39380 i LOAD CASE(S)Standard _ 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 'Q' / • Uniform Loads(plf) •• T'. • -////"""" Vert:1-3=-54,4-5=-20 • ��,- = -.10e- . 41 Concentrated Loads(Ib) • � • i \ � Ven:10=-8(F) �ei_`1s•• oRlo•'•• G N% to is/aim Ito- Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with Mlle3r thi connectors. s desk![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 grpllcaLNlty of design parameters and properly incorporate this design Into the overall Mt MiTek' I building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general gukiance regarding the 6904 East Blvd. fabrication.storage.delNery,erection and tracing of trusses and truss systems.seeANSl/1Pl i Quality Criteria,DSB-89 and BCSI Building Component Tampa.04 Parke East Safely Information avaMable from)miss Plate Institute,218 N.Lee Street.Suite 312,AlexarxMla,VA22314. 1 ` Qty Ply I JA Long-Hutnagel Read•JB : Job Truss Truss Type 78236545'; J160098 J32 iCorner Jack 2 1 Job Reference(optional) Manning Building Suppiee, Jacksonville,FL 7.640 s Sep 29 2015 Mack Industries.Inc. Tue Mar 15 13:59:38 2016 Page 1 ID:i7SBWTUNnZcL68Zggj?YcXzd3pU-PS?yDe?TrW 2Zf6HKVk82cEdPVgGF2Gw_km8Z9Jzah1 p I 2-8-13 l 2.8.13 Scale=1:11.7 3 5.00 E iii n 3x4% , li 2 . 1 MAO* I Y jllIllIllIllIlld 4 354 II I 2-8-13 2-8-13 Plate Offsets(X,Y)-- [1:0.1-12,0-1-11 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 4-7 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 1 n/a n/a Weight:12 lb FT=20% BCDL 10.0 i Code FBC2014/TPI2007 (Matrix M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=90/0-5-8,3=61/Mechanical,4=29/Mechanical Max Horz 1=42(LC 12) Max Uplift/=-17(LC 12),3=-43(LC 12),4=-4(LC 12) Max Grav 1=90(LC 1),3=61(LC 1),4=40(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=4.2pst;BCDL=3.Opsl;h=25tt;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)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=1.60 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 `,to/111111i fit between the bottom chord and any other members. ���,�PS A. ,q Ili,I, 4)Refer to girder(s)for truss to truss connections. „� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. `��••• .�O E N S; e/4/° 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • No 39380 yt -p' T, . - :4I ...„,„,.....or„.—=--die' •. S;•4OR1t... $ i,/�S,O N A,E��s. Thomas A.Albans PE No.39380 • Wok USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 • Date: March 15,2016 eWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mi-7473 rev.10/01/2015 BEFORE USE. f sign valid for use only with Mllek9 connectors.this design is based only upon parameters shown,and Is tor an Individual building component.not a truss system.Before use,the building designer must verily the appliccblity of design parameters and properly incorporate this design into the overall MiTek' building design. Effacing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional ternpxxary and permanent bracing Is always required for stability and to prevent collcpse with possbte personal inlay and properly damage. For general guidance regarding the Et Bbd. rabrtcatkm,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,058.89 and SCSI Buildinges ng Component Tampa,04 Parke East 0 Safely Information avallabte from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply JA Long-Huinagel Resd-JB 18236546 J160068 J33 Jack-Partial Girder 3 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:39 2016 Page 1 ID:i756 W T UNnZcL68ZoopYcXzd3pU-teZKR_?ScgAOGGsX3SfH8SARYEOcnfL8zPtehlzahl o i 4-9.89.10-1 i 4.9-8 I 5.0-8 4 Scale=1:21.1 U 354 F2 NAILED 12 NAILED 1.5x4 3 err" NAILED 3x4 iiiiiit010 1 11 2 CMI MIMI U WIN,': 13 14 15 6 NAILED 3x4= i� NAILED NAILED 5 3x6 II 9-10-1 I 9-10-1 Plate Offsets(X,Y)-- (1:0-3-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.23 6-9 >492 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.60 6-9 >190 180 BCLL 0.0 * Rep Stress lncr NO WB 0.31 Horz(TL) 0.02 1 n/a n/a Weight:41 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.2 ! MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 1=386/0-7-0,4=127/Mechanical,5=283/Mechanical Max Horz 1=115(LC 8) Max Uplift1=-138(LC 8),4=-93(LC 8),5=-98(LC 8) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-1105/106,2-11=-1105/107,2-3=-591/269 BOT CHORD 1-13=-343/610,13-14=-343/610,14-15=-343/610,6-15=-343/610 WEBS 3-6=-641/361 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCp1=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 `1,111 111111 111111 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A e 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 `ss- OPS '4 I, fit between the bottom chord and any other members. :�4,.�`0.\•G E N S. T ' . 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 1=138. No 393_80 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • 7)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. • • 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7.-p. / ' r•j81;1/4 - -- •' r LOAD CASE(S) Standard '�� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,4•�- / R ,Q•••• \. r Uniform Loads(pit) '��t' •.' N A�-�c.�,, Vert:1-4=-54,5 7=-20 • Concentrated Loads(Ib) '11/111111111`-‘ N Vert:3=-3(F)12=-41(F)13=-8(F)14=-10(F)15=-33(F) Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 4 0 WARNNVG•Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03.2015 BEFORE USE. la Design valid for use only with MI Iek¢o connectors.This design Is based only upon pxaameters shown-and is for ori Individual building component-riot a truss system.Before use,the txrNdng designer must verity the applicability of design parameters and txoperty incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal inpry and properly damage. For general guidance regarding the t EBi Parkeasd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Tampa, East B Safety Information avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss TTruss Type 'Oty !Ply JA Long•Hufnagel Read•JB T8236547I J160088 J34 Jack-Partial Girder 3 1 ; Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Mar 15 13:59:39 2016 Page 1 I D:i7SEW TUNnZcL68Zggj?YcXzd3pU•teZKR_25cgAQGGsX3SfH8SARs EPcntd8zPt6hlzah 10 4-8-0 9-7-1 4-8-0 4-11-0 4 Scale=1:21.2 if 354 12 NAILED 12 NAILED1.5x4= I 3 v 'i NAILED ' �r 6- 0 3x4 2 11 110001111111111 l': 111,Mal 1111 MN 1 d ' ' I i11 k. 13 14 15 6 CA NAILED NAILED NAILED 3x4= 5 3x6= 9-7-1 I 9-7-1 I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.21 6-9 >532 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 ! BC 0.90 Vert(TL) -0.55 6-9 >204 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=379/0-4-8,4=125/Mechanical,5=281/Mechanical Max Horz1=113(LC 21) Max Uplift)_135(LC 8),4=-92(LC 8),5=-97(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-1088/132,2-11=-1087/133,2-3=-584/265 BOT CHORD 1-13=-338/604,13-14.338/604,14-15=-338/604,6-15=-338/604 WEBS 3-6=-635/355 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=24ft;eave=oft;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. 1%111111i/it '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 ```‘‘ PS A. q�B,��i • fit between the bottom chord and any other members. ` 4)Refer to girder(s)for truss to truss connections. •• �• \ •E N '921, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except Qt=Ib) :� ��,. \, C' Ns'• . • °. 1=135. No 39380 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)"NAILED°indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). jj LOAD CASE(S) Standard T_ . ..e.... 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 .` Vii-t� Uniform Loads(pit) • 4. 0 R ,Q..•,-,,N Vert:1-4=-54,5-7=-20 • Concentrated • Vert:3—3(B)(12=-41(B)13=8(8)14=-10(B)15=-33(B) i��I# ,61/O N A'�t%S 11 Thongs A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 I pill=. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03112015 BEFORE USE. Design valid for use only with Mltek&connectors.lhls design is based only upon parameters shown,and Is for an Individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek' building design. &acing indicated Is to prevent budding of IndMdud truss web and/or chord mor rs only. Additional temporary cccod and permanent bracing is always required for stablIty and to prevent collapse with possible personal inlay and property damage. general9 Parke East Blvd.fabricotkrt storage,delNery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DS8-89 and BCSI Bulking Component i 690469 P-Park FE3s10 Safety Information available from Urns Plate Institute,218 N.Lee Street,Stile 312,Alexanoirla VA 22314. I 1 1Type 1 Qty 1 Ply JA Long•Hutnagel Resd-JB Job Truss Truss I T8236548', J1600ee J35 Jack-Open 112 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL7.640 s Sep 29 2015 MiTek Industries,Inc.Tue Mar 15 13:59:40 2016 Page 1 I D:i7SBW TUNnZcL68Zggj?YcXzd3pU-Lg7ieKOjN81HuQRjd9AW hfjdxeruW APHC3dgDBzah1 n 7-0-0 I 7-0-0 Scale=1:21.4 3 �I 5.00 12 10 a 3x4 5 2 iii0i000 1 i a ►1 I 4 3x5= 7-0-0 I • 7-0-0 LOADING(psi) SPACING- 2-0-0 ! CSI. DEFL. in (Loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.14 4-7 >568 240 MT2O 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.27 4-7 >303 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 1 n/a rola Weight:25 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 l (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-4 MiTek recommends that Stabilizers and required cross bracing I be Installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=252/0-3-0,3=165/Mechanical,4=87/Mechanical Max Horz1=116(LC 12) Max Uplittl=-61(LC 12),3=-113(LC 12),4.7(LC 12) Max Grav1=252(LC 1),3=165(LC 1),4=122(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. • TOP CHORD 1-2=-390/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=251t;B=45ft;L=24tt;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-8 to 3-1-8,Interior(1)3-1-8 to 6-11-4 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. %%%111111//,///, %1111111//, i 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 ,,`,•`APS A 44 / /,�, fit between the bottom chord and any other members. �+`, �L �i 4)Refer to girder(s)for truss to truss connections. O •E N 2' • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)1,4 except(jt=lb) ,:. ,k ,•••..\,.‘G `SF•'-% t• 3=113. • No 39380 6) • "Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. = * � • -O: :..pp,, ie. ... ....-- --.• . ! e• . . .T t. d(t .•........., - e�•11'0NAC c• 0 Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2016 Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MII-7473 rev.1o,WIJO15 BEFORE USE. or Design valid for use only with Mllek8 connectors.Ms design B based only upon parameters shown,and Is for an individual building component,not a truss system.Before nue,the humus)designer must verify the applicability of design parameters arid properly incorporate this design Into the overall MiTek' briding 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 possbie personal Injury and property danctdfe. too general gukla ce regarding the East Blvd. � Plfabrication,storage.deiNery.erection and tracing of trusses and Mus systems,SeeANSI/TPIl Qualify Criteria,OSB-89 and SCSI Building Component 690469 P.Parke 33610as Safety Information available horn truss ate Institute,218 N.lee Street.Suite 312,Nexaxdrta,VA 22314. I C Job Truss Truss Type Oty Ply I JA Long-Hulnagel Resd-JB 78236549 i J16003e J36 !Jack-Open Girder 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:40 2016 Page 1 I D:i7SBW TUNnZcL68Zggj?YcXzd3pU-Lg7ieKOjN81 HuORjd9AW hfjixeod W 2W HC3dgDBzah1 n 3.6-01 7.0-0 3-6-0 3-6-0 Scale=1:23.2 4 `I 5.00 FIF 4x7 i 3 • 3x4! ' " rr, 2 ;1444441r :c4'� i _ 611 1111111111111111 • m 127 13 14 6 �, HTU26 3x10 II HTU26 5 555= 4x7 HTU26 3x4= HTU26 3-6-0 6-6-8 58f I 1 ' 3- 0. . Plate Offsets(X,Y)-- (1:0-1.0,0-1-121,I1:Edge,0-2-101 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) 0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.57 Horz(TL) 0.02 6 n/a n/a Weight:38 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins. BOT CHORD 2x6 SP No.10 BOT CHORD Rigid ceiling directly applied or 8-5-13 oc bracing. WEBS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing 1 SLIDER Left 2x4 SP No.2 2-0-0 1 be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=2675/0-5-8,4=94/Mechanical,6=2298/Mechanical Max Horz 1=115(LC 8) Max Upliftl=-956(LC 8),4=-62(LC 8),6=-848(LC 8) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1587/574,2-3=-2522/890 BOT CHORD 1-12=-893/2299,7-12=-893/2299,7-13=-893/2299,13-14=-893/2299,6-14=-893/2299 WEBS 3-7=-699/1995,3-6=-2558/993 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45It;L=2411;eave=48;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 ♦�,�,1111111/,i�,, 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. KS 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 ♦♦♦♦� Ws......ANo•••� fit between the bottom chord and any other members. ♦ �` • �•`\f;,E N S+`'•,9 b 0, 4)Refer to girder(s)for truss to truss connections. � A F 7i 55)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb)1=95� ,6=848. •• : No =848. No 39380 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. " * •• 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-2-0 oc max.starling : }+j at 0-2-12 from the lett end to 6-4-12 to connect truss(es)to front face of bottom chord. ='O: / • e 8)Fill all nail holes where hanger is in contact with lumber. .T • 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 4 .....1- —ow ; r 4 LOAD CASE(S) Standard •i s- O R ‘0..•c., O •c., Ojos••`••......• 1)Dead Uniform ds(pl((balanced):Lumber Increase=1.25,Plate Increase=1.25 �,l•°./ON Ak-SN Vert:1-4=-54,5-8=-20 Concentrated Loads(lb) Thomas A.Albans PE No.39380 Vert:8=-1147(F)12=-1139(F)13=-1139(F)14=-1143(F) MITek USA,Inc.FL Cert 6634 6904 Partys East Blvd.Tampa FL 33610 Date: March 15,2016 MI OM 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1003/2015 BEFORE USE. Mil. Design valid for use only with MitekS>connectors.This design Is based only upon parameters shown.and Is for an Irxtivldual bolding component,not a truss system.Before use-the bulking 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 IndiAdual Inns web and/or chord members only. Additional temporary and permanent bracing MiWek• 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-seeANSl/1P6904 I1 Quality Criteria,DSB-89 and SCSI Building Component Tampa.04 Parke 33610 Salety Information avdlable from Truss Hale institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Job 'Truss Truss Type Qty j Ply JA Long-Hutnagel Resd-JB 18236550 J160038 J37 Jack-Open .1 1 Job Reference(optional) Manning Building Supplies. Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Mar 15 13:59:41 2016 Page 1 I D:i7SBWTUNnZcL68Zggj?YcXzd3pU-p0h4sg 1 L8RQ8W a?vBsilDtFvy2Hv Fcf RQjMDrndzahl m 3.6.0 { 3-0.0 Scale=1:13.3 3 5.001-1-2- 3x4.-.---- 2 2 1iii001601411. _m N b 4 ►- 3x4 II 3-6-0 l I 3.6-0 Plate Offsets(X,Y)-- [1:0-1-12.0-1-11 LOADING(psi) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 rVa n/a Weight:14 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-3 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=119/0-5-8,3=79/Mechanical,4=40/Mechanical Max Horz 1=55(LC 12) Max Uplift)=-25(LC 12),3=-55(LC 12),4=-5(LC 12) Max Gray 1=119(LC 1),3=79(LC 1),4=54(LC 3) FORCES. (lb)-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=4.2psh BCDL=3.Opsf;h=25tt;B=45ft;L=2411;eave=4it;Cat.II; Exp C;Encl.,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 ,`,>>111111/j� fit between the bottom chord and any other members. ``���-^01 N 4)Refer to girder(s)for truss to truss connections. l`�` 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. `e,, O.•\G.......................... �f 6)'Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. .•\, C- % • • No 39.380 • • 1. • • r :- _- • G �T e.i :4 ' • 0, 4. SS •.... � `• • ttS Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 15,2 016 1r 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 818-7473 rev.ION3P2OI6 BEFORE USE. ng c< r Design valid for use only with MIIcJr1:'%connectors.This design Is based only upon parameters shown.and Is fax an Individual building xn x)nenL not a truss system.Before use,the building designer roust verify the applicability of design pxaamefers and properly hcortxxate this design Into the overall pit , MiTek' bulking design. Bracing Indicated Is to prevent buckling of Indivkival truss web and/or chord members only. Additional temporary and t permanent bracing 6 always required for stability and to prevent collapse with possl4e personal l Injury and property damage. For general guidance regarding tIx` East Blvd.falx cation storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Cr terla.DS8-89 and BCSI Bulking Component 690469 P.Parke E3s • Safely Information available from buss Plate Institute,218 N.Lee Street,Suite 312,Alexandria-VA 22314. • _ n( Z3 m r "0 `.:'-c°°--0co c ■t D m D O fl D ;I i il E 3 pyc W(�DOQ a D m co' A�w D -m_> 3 Q- O Q. O m3 cQ3 (�Q V' Z 0 0 SoO (�0° 0 -.0 c a =,; c ff 3 (D Q. a.r .Q N/O� (D0\/ H < 003 O C ycnN Ojv3QQ0, "3- c—`2, myoma �°Co0Q_ 'Q, oa0 QO � Q° Q� QCC] Q0O *N O700O a0 �6 O D-m ° 3• -Q °`=' ymQ m () to D 3 0 C N000 yi 3 (p o O 0 0�Cr� Z Q - (D Q o Q w o- 6yQ a5°" z �4. �CDmQ=°o ym�'10 �Q.� �QaQ "i0 3 ° Q0D -. D Qo'� yo ° Q00 Qao -3� y. � _,„ � �_ ms Q°-3. O -0i5 "' ill .00 N (0Q 20 OC = O•Q 30 yCN 0 0-3 x I 7 0Q 3 - 4C 3 O Q Q C W m c N n A c i =73 0 TOP CHORD mnIH m 0 uu 70O?0 W C m•m 0 --1? Q n FAdo W y W N Co D v O S g ...... 0'13 M V' (D to 0 a m -o m D< O ® O N Q O (n �' m0- -% O O Ac 3 �. (D ■ O II W..0 < Z n m N lD O s0 00 D T W S (n a y_a 0 N x rn o O n COC O70 ~ G N O a cc, m cn V N N �/� ' 0 0 0 Q N m p � �O j NO 'S C7 rr ® W m 6 H ? x0 P):3- tiWO N O m Cn ® A H 0 TOP CHORD Cz - 8 :O Co '-, Co Co A (, N p :O Co ' P Co A• co N 6 Tl Z� -- a 8° o °g Q 10> a -0Qc aQ g o m� A70 _ o, oQaH a> Q -' 3a< a o .3 > 4 C) 2-3 a 3°3 CD •.•T O(� o v c..,„3-s. ,� C<m" 00.=.:, a� a.f °� °° ('D 3 5g - O g°a te �H » a.o(D 3 a �m�� Q co v0 c0 0D(0 0 00 0 -'O (00 a>NC N� (^w0 Tx 00 y&D (D (74_:-0 3m (O I1c0 O co -+ -0 Vic'° O(D & � ° s c� ° o�� -a (D5 o� 0� 3 5Oo m° �•.�� Q. (DO Q)C (DD O30 O 5 8O 0.. oh-) 0- 0 0m vi: 3C O ((D cg a."1-',) 00 •0 3 Qu' Qm 1 pQo °Q $ QQ - g.Q o2 (ryp� 3m go, Q R „gg o ma's as ao83 )6-0-.6 ° o 0D 3 y -,(7p(4p m 0a - (QD a6 9Q jo p0.�� Qg �qq> p>c �ao (a pa.° D0 �n� 0CpC (coX03 00 W --4 n -.2 0 uz'S. 0. --N c7 0-0 OQ 6Y6 ON 0ryryT0 Q 6§.5 00 O(,d(- (p6 G \V N g. C -' Q 0 (D i2 £ '(D (b 0.0 Q ti Q (D 0. a x Z'R- Dv 5 O CD (1 - O O O 3 O 0. O D a (6 o8 $a ,�1+Dc c `D3 o o yQ ° 5 D' Q. mg 3 O_E__ Zook m 3 R-° Ng w�3 3 3 QQ (;g 60 �o (Xp00 (D (19' n Dia ME& P 0 cs. Qg H o C6 0. �'O t3° Qg Qg 0? J. cZS D0 D (s 4mP D. Q n ( 00 , Q D R_ ' Q�. .0Q j0 0�' 60 ZQ 17QO R (DO as. �QO �`[ c n Q ° •p,.. ma o 0 ° Om a 3o m OQ ao riJ &< 7'3-. 0 ?3 0° 063 a n 0'6 _.2 m (i �_ 5Q y D.a 3D oa $ v. vo agp o ?m aD -0D (3 C Q C O i N Q Cl (k)-. O 4 S O. '0 0 (D° 0 0 'O (5 6 •0 y(p �'3 N `V of `C O , c) ° Ym 3 O • - ,) O. O 90 2g (Dp O £ O£ p�oQ N O O jv. 0 7 A�' 0,5. (p 0 O� `� �0 6(Q b0 NO O O� a a (D (°6 6 O a Ha 3 0 O ° 3Q 3 m 3 qggQ g CDN