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HomeMy WebLinkAboutTrussa CJ1-4 CJ24 CO1G CO2 C04 C05 C06 CO3 CO3 CO2 o CO2 COP Coy Co: Co( COP Co' Co: Coic CJ24 CJ14 ***NOTE: 50'0" SPAN LETTER TO BE SIGNED BY BUILDER*** .L 14' 14 a 35'411 4 1 AG G 4 4 cc 0 00 <r 00 ;;t 12 4&6 HEEL HGT. 315/16" 1'-101/2,1 21/2" OVH TYPICAL END DETAIL NOTE: ALL LEVEL RETURNS ARE REQUIRED BY BUILDER. NOTE: ALL FLAT CEILINGS. BEARING ELEVATIONS 2114" WALL HGT NOTE: BUILDER TO FINISH FRAME IN R.O. FOR CLERESTORY WINDOWS. f— 14' 1ti'ti" 1216" -� i 18'8" 14' 78' I —� I I _ 154 OPEN DECK AREA W'd�nHILa,M.Ran ,PE( U'" 427d'"d""`d Digitally signed by Wkm bM. eentti, PF Rarj Ag )loon Nadate zla[etl dirett" to ft dgM Wng a Dyttel Signature. William Ranieri I I vgn aamreamtandllMae nat..m tt a� Date:201220.03.10 17:18:17 - L————— ———— —— ——————————— — — — — —— J verirtedan arcteiecvoMc mgka.-04'00' R COI ST. * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER `o (UNLESS NOTED OTHERWISE) a t m _ N O C = * NOTE: ALL CEILING DROPS BELOW BEAM ARE 'y' O a E 'V5 > > BY BUILDER (UNLESS NOTED OTHERWISE) ao L o ° ` E * NOTE. THIS TRUSS PLACEMENT DIAGRAM IS TO t a 2 ° 1a t ... c ' ' r ° _ > SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE ° w ° = 0 L -O >` V E F m @ U BUILDING DESIGNER IS REPSONSIBLE FOR THE 8 d ¢ Y w o 'O STRUCTURAL STABILITY OF THE ENTIRE y> C .— N 2 L m 8 0 o C N O CcN STRUCTURE.REFER TO THE INDIVIDUAL TRUSS ~ = y E N y n` O N ENGINEERING DRAWINGS FOR GRAVITYAND UPLIFT O 0 cc w y LUAUZ5��yo-c�com FOR BRACING &ERECTION DETAILS REFER °- TO BCSI-03 AND/OR ENGINEER OF RECORD t0 O 'O L Cl - ° a 3 o a- m F-..., o.�moa°c ,..E,° ° 6E.6«.° 7 2 0-y G° N c C a m'@'''0 ° jv m REPRESENTS THE LEFT SIDE � 5,0 :N � o ® OF EACH TRUSS DRAWING Z cob N &'E a w q E 0 o 5 n E c C O L« y lOb C C O U G N U W °y 2 ( NOTE: REFER TO SIMPSON CONNECTOR g s ;w '6 r CATALOG FOR INSTALLATION DETAILS) ° .r f 0 m � y2 y m4� O) o - c F-t C o �'�' '° is d 2- y E A LUS24 H HHUS46 Q--- O45 O = m d ¢°~ G y o a 3 B LUS26 J THA422 R THAC422 E _ Q E' C O T O y C HUS26 K MUS26 S--- w~ a, E� '.� m' c 2 m 2 ° o ° ° ° p HUS28 L THJA26 T LSTA12 U E 3 5 o 2 o E HHUS26-2 M LUS26-2 U --- m` o o F HHUS28-2 N-- V - m.3 «� E0y "a x2 ^ LUS46 P --- X --- t7 co22Em C N Y= O f— E HBB HANGER BY BUILDER BBB BEAM BY BUILDER N :m o o .4aQ ndci Z LSTA12 @ TC & BC * NOTE: LSTA STRAP a a m INDICATED TO BE USED IN 0 c �,c c m m m a z E E - E - Zt LSTA12 @ TC CONCORDANCE WITH w t N a Zb LSTA12 @ BC CORNERSET DETAIL. .�O,ya vm oy N E m m w 8 m 9 LOADING ROOF FLOOR WIND LOAD N 0• E N C y 1G LIVE LOAD 20 40 ASCE 7-10 ma $ = o o CW 0-0 p c'3p d=co� � U DEAD LOAD 10 10 165 C m 3 0 ow g= - g G c y 'aj L 3 LIVE LOAD *10_ 0 CATEGORY II o w @ aL a O F m U DEAD LOAD 10 ` 05 ENCLOSED ° $ m ? o E :S y m c v 3° o Z o 2 TOTAL LOAD 40 55 FBC - 2017 a -- N DURATION FACTOR 125 1.00 TPI - 2014 @E ° -_ y .2 'O REV DATE BY REMARKS C O E 2 N E O C J _ 0S:. y 2 a. O 8=_« O C_ y d C a FE. y m E `o 2c v N o N y y cm Ja 'O O. C -O E O N •O N� H N O� O ° _ « 2 U C C N O y CF N �«0 p C C C m:-: O d O N O� _ 05 C r y C� Cn It is understood that above ❑ APPROVED m o a conditions have been reviewed & 0 L are acceptable for the fabrication ❑ APPROVED AS o 0.) d .00 0 at trusses, elevations, pitches, NOTED L,E overhangs, fascias,ceiling ❑REVISE AND E mm N ° .m ° N .� elevations/pitches, bearing RESUBMIT W Cc- a y ` '—L O ° E ° R conditions & all detail pertaining ❑ REJECTED ? aL 8 a o to this truss placement plan. No �2� D~ 0 y a ° 5 a m back charges will be accepted -y o 2 x o cc without previous written approval DATE @ ~ '` y from an A-1 Roof Trusses o 9 w y � o= `° representative. REVIEWED o m ° w y ° ° `w 2 o 3 c 2'ocoLoo°off Y PLAN DATE ARCH: 03/02/2019 STRUC 03/02/2019 2 0 m - o 5 m a a� a 'w .� « o d c S CUSTOMER FIELDSTONE CONSTRUCTION O N L N m— NEDFO yy�oy�4�� O C L ,� - N c ccca � N - = = � M c ►MPLIA CE AP70 O C .O F- 0O `O �r Vw V�� �O nO'o 00 z 0, 00t0 E ° L O OPTION(S) - D /�_ FILE COPY O! Y o G L N y 9 N C ui 8 1- S 2 c m'a o V o. m o N 2 o M c 0-0 3 a U G'00 =1 .Ott N COMMNTY 15371 SKY KING DRIVE o o 'g w N m ay 2o L /L LOT o o m a° Q N O y y G 2 0 y CITY PORT ST. LUCIE 8 at o F t 3 COUNTY ST. LUCIE °o vi a r m of �' cci a c 3 BLDG BLDG o a M_ TYPE # QE°N�000 o422.�m=a W E «w Cc y C C p LD N C N C U V 4 JOB 75235R MASTER - 2 ° ` ° - ` - M & N T E a y O N DRAWN SCALE _ y ✓ DATE MARCH 21, 2019 W C T C E .y. yu a� °° ` > 8 W LVA NTS Ca z -00 m 6 am, O ',°-�' m �m5;T2 mE°G y� 50.5 w K° a= E = d y m p w � �-8 2 �_ Z N U `a 0 2 O N =A-1 ROOF 0� ��'�a=r J06#.=TRUSSES ��°�=o@-°y Q y` L}° y y C 0 FFax'DA Ph 772409-1010A/ 772 409--11015DN N u g= E° a http://www.altruss.com w a Q o 0 0 Ln r. 14' f 141811 351411 131411 - LEDGER BLDR. = N TYPICAL FLOOR DETAIL NOTE: ALL FLAT CEILINGS. BEARING ELEVATIONS 9'10" WALL HGT��=^_ 11'4" WALL HGT MISC. WALL HGT'S. * = SGL. 2X LEDGER / NAILER BY BLDR. ** = DBL. 2X LEDGER, TOP @ 11'1" BY BLDR. *** = DBL. 2X LEDGER, TOP @ 1019" BY BLDR. ALL 9'10" CEILING HEIGHTS U.N.O. 00 7t L This Hem has been electronically signed and sealed Digitally signed by by William M. Ranieri, PE (FL ❑GU 42704) on the date stated directly to the right using a Digital Signature. William 1 1 m 1 Ranieri _ Printed copies of this document are not considered Date: 2020.OV3.10 signed and sealed and the signature must be verified on any electronic copies. 17:17:45-04'00' REVIEWED FOR CODE COMPLIANCE T. LUCIE COUNTY BOCC FILE COPY *NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER (UNLESS NOTED OTHERWISE) * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) * NOTE. THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD ® REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING ( NOTE: REFER TO SIMPSON CONNECTOR CATALOG FOR INSTALLATION DETAILS) A LUS24 H HHUS46 Q I --- B LUS26 J THA422 R THAC422 C HUS26 K MUS26 S --- D HUS28 L THJA26 T LSTA12 E HHUS26-2 M LUS26-2 U - - - F HHUS28-2 N - - - V - - - G LUS46 P - X - - HBB HANGER BY BUILDER BBB BEAM BY BUILDER Z LSTA12 @ TC & BC * NOTE: LSTA STRAP INDICATED TO BE USED IN Zt LSTA12 @ TC CONCORDANCE WITH CORNERSET DETAIL. Zb LSTA12 @ BC LOADING ROOF FLOOR WIND LOAD � LIVE LOAD 20 40 ASCE 7-10 oDEAD LOAD 10 10 165 C C' LIVE LOAD *10 0 CATEGORY II m O DEAD LOAD 10 05 ENCLOSED TOTAL LOAD 40 55 FBC - 2017 DURATION FACTOR 1.25 1.00 TPI - 2014 REV DATE BY REMARKS 1 4/3/2019 LA REVISED PER MARKED -UP LAYOUT It is understood that above ❑ APPROVED conditions have been reviewed & are acceptable for the fabrication ❑ APPROVED AS at trusses, elevations, pitches, NOTED overhangs, fascias,ceiling ❑ REVISE AND elevations/pitches, bearing RESUBMIT conditions & all detail pertaining ❑ REJECTED to this truss placement plan. No back charges will be accepted without previous written approval DATE from an A-1 Roof Trusses representative. REVIEWED BY PLAN DATE ARCH: 03/02/2019 STRUCT: 03/02/2019 CUSTOMER FIELDSTONE CONSTRUCTION JOB NAME TCAP70 OPTION(S) - COMMNTY 15371 SKY KING DRIVE / LOT # CITY PORT ST. LUCIE COUNTY ST. LUCIE BLDG BLDG TYPE # JOB 75235F MASTER # DRAWN SCALE DATE MARCH 21, 2019 LVA NTS r.— .1� A-1 ROOF TRUSS US A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1015 http://www.altruss.com C = N N o n t O y a E N>> 0 o= y u 2 O.N EYOw U O = ~ O Nre D N RI 41 = U 2 y N 2 t m Q a L 0 o 0 —'O � V y A UO 0OO C ~O N y d d E d p — T r Z5 w a c c 0m wpdoln$p� _ �o�a.:E;°ol i s a c c 2 —=o 0 5: 60 N -'E2 j - rjl 'O«n. y C U N C_ C Cc O 'O N a C aEUotYyNmm w a h �'u w O o - O E Ol 2 F- E c F-r`p m='o9 'Wo'0' o._ m , mr7 ��a�m=�NE o�1°a�23�fn d O E OE c `o i.a w E n m a y m:o ` C o S y=,to.,oam �U c dd o^- nv y r = 0 2 c ayi a u o 3 Z m _ p E 2 y rn d .02 .,c-o O O y 8r O O N 3 6 O U Op y y ru F- 2 o d, j, K 'C ._ C C w� 'y A Qa C 1 Q) to = t0 C y rT E„cac 8��.m C o� N �..y.am pw N c m 0 2 Y N C T cpN O rT JJ O p p .O W 0 OW y m in t N N N C 01� y?i N'C y 2 m3 E2cCc, F- O C C y 0 y y 0 =�mTNa m� '0mwmca u0._ EF-�mwyou� ` C O? U C C Ol Co r O N O _N M N C"O 3.0. OZ f— �_ .N y O Q O C g g O y r aw N .O U E E L C �0-a p C t 2 0 y y O y j y N O C N p C m .� C o C y ='y y.O O m O N 3aiE2wmE°o2 c ^- N U m N N O> r? 3 c 3 N C 2 U y .m N O d c U to aL 8 O LC y y D .. Eo = `='mp am d o'5 -o y y o r 2 y O � Oa cmnQ-p p p mrri 'pa c_ 0 -oE o 2 N C Ln (-- d C 0) Y p a O K L 60 CC m�b N 5 N �� y f y t n E Q 6:5,22 Olt_ FO moo Nt'."t" N..ty. o c o w ayi w m 2 E W LU ca ds j y a E iu m 0 y'O 0 2 m a m -0a S N2 ~ p C O -o 8 yinw yoo �a 2 = = y 5E.C. pp _E U y N do 0= m E O �_, F��=w m O 3 C D -p C O Y Q O O p 0 n ✓v d of d d m aoi °' ayi'� > o ; d o N oy � tD E' d >.o U n 2 t Y > m T — V c O d t N O= y m N N a _ _ y r- y -O C �y 'D U@ O 0 t ,._�.. 0,R y Cp s N y E a s y ad 0 no m 0 DO y 0 y Z y $ 3 E o a U to tT N — 5: - 2 _- "9 2 'y0 G C L 0) CODt 0 be J O y rn N i1..- y C t C y ,D w m'y C Ul N O 0 am000y`o_o� 3 m F oEt4'Ed aOo c y c ii c G O 'rb � C "O @ ." c` O O N C p-`mo$2o m=y3 t m O O) O O C m C 1 7 ad 7 ad m 00 m m t0 11 N N N a T v o @mmam aa3 a Eo .mc ..y.. E O ma vpit E U ... _ 'O m y F— 'p T o� as am >,ca m a c a y~> m co alms `0= �� 75 -o 0M�5o~aom m T'EJtj wow o� m m� - T C y L y ~a-o -o2 mcrn 0= o= N p c m= Z 9 p.(N m d'> m 2 m m E m c o a y z$ O 0 OZErno°� O — y -o WW E o a 5 c 2 F O y a W a 0 m L m �tm., m' N O m W � C N C a 5:5 O C) N O N L E= 2 0 Q t U t 00 y y C 3 J y 2 U) m c m d 'o d a `o C 0, -y m 0> .0 ep a C O d m F- 0 r W a 0 a C rn y � C A-1 ROOF = TRUSSES A FLORIDA CORPORATION Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3 These truss designs rely on lumber values established by others. RE: Job 75235 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: FIELDSTONE CONSTRUCTION, INC. Project Name: TCAP70 Lot/Block: Model: GOULD RESIDENCE Address:15371 SKY KING DR, PSL, FL 34987 Subdivision: City: County: St Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Robert F. Oleck License #: 52514 Address: 1219 Scarlet Oak Loop City: Winter Garden General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC 2017 RES / TPI 2014 Design Program: Alpine Engineered Products Wind Code: ASCE 740 Wind Speed: 165 Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 95 individual, dated Truss Design Drawings and 16 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 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seq # Truss Name Date No. Seq # Truss Name Date No. Seq # Truss Name Date 11 1 10369 FG01 3/10/20 13 9095 FL03 3/10/20 25 9104 FL12A 3/10/20 2 10404 FG02 3/10/20 14 9027 FL04 3/10/20 26 9074 FL13 3/10/20 a3 10339 FG04 3/10/20 15 10441 FL05 3/10/20 27 9031 FL14 3/10/20 4 9119 FG05 3/10/20 16 110438 FL06 3/10/20 28 8847 A01G 3/10/20 5 10359 FG06 3/10/20 17 10416 FL06A 3/10/201 29 8903 A02 3/10/20 6 10385 FG07 3/10/20 18 8993 FL07 3/10120 30 10885 A03 3/10/20 7 10331 FG08 3/10/20 19 10444 FL08 3/10/20 31 8888 A04 3/10/20 8 110322 FG09 3/10/201 20 10435 FL08A 3/10/20 32 8895 A05 3/10/20 9 10447 FG10 3/10/20 21 19060 FL09 3/1.0/20 33 8838 A06G 3/10/20 10 10291 =` FG11 3/10/20 -22 -. 9009 FL10 --3/10/20 '34 8722� � ` A07 "-`� " j `3/10/20 11 9082 FL01 3/10/20 23 9037 FL11 3/10/20 35 8598 A07A 3/10/20 12 9065 FL02 3/10/20 24 9043 FL12 3/10/20 36 18700 A08 3/10/20 The truss drawing(s) referenced have been prepared byPJI ine Engineered Products, Inc. under mydirect supervision based on the parameters provided byA-1 RoofTrusses, Ltd. Truss Design Engineer's Name: William M. Ranieri My license renewal date for the state of Florida is February 28,2021. NOTE The seal on these drawings indicate acceptance of professional engineering responsbiGtysolely for the truss components shown. The suitability and use of components for any partecularbuilding is the responsibility of the building designer, perANSVrPI.1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of thework. The design criteria therein have been transferred to VWliars M. Ranieri PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as'Structural Delegated' Engineering Documents`] are speciality structural component designs and may be part of the prows deferred or phased submittals. As aTuuss Design Engineer (Le, Specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsbTi dyforthe design of the sing le Truss depicted on the TDD only. The Building Designer is isponsbleforand shall coordinate and review the TDDsfor `ompatibility, with theirwritten engineering requirements. Please review all TDDs and all related notes. Page 1 of 2 William M. Ranieri, IRS 1035Greenwood Blvd, Ste173 Lake Mary, FL 32746 Thisitem has been electronically signed and sealed by William: Ranieri, PE (fL UcA 427041 on the date stated directly to the right using a Digital signature. Printed copies of this daare oment not considered signed and sealed and the signature must be verified on any electronic copies. N Digitally signed by William Ranieri Date: 2020.03.1017:15:51 -04'00' A-1 ROOF TRU55E5 A FLORIDA CORPORATION RE: Job 75235 Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3 These truss designs rely on lumber values established by others. No. Seq # Truss Name Date No. Seq # Truss Name Date 37 8595 A08A 3/10/20 75 8590 D03 3/10/20 38 8938 A10 3/10/20 76 8521 E01 G 3/10/20 39 8928 All 3/10/20 77 8528 E02 3110/20 40 18919 Al2 3/10/20 78 2482 HC4 3/10/20 41 8916 A13 3/10/20 79 2486 HC6 3/10/20 42 8900 A14G 3/10/20 80 8472 HJ31 3/10/20 43 8778 A15G 3/10/20 81 8479 HJ44 3/10/20 44 8791 A16G 3/10/20 82 8492 HJ46 3/10/20 45 8615 B01G 3/10120 83 8482 HJ46A 3/10/20 46 8653 B02 3/10/20 84 8495 HJ5 3/10/20 47 8643 B03 3/10/20 85 8509 HJ9E 3/10/20 48 8671 B04G 3/10/20 86 8317 J31 3/10/20 49 18636 B05G 3/10/20 87 8309 J44 3/10/20 50 8661 B06 3/10/20 88 8314 J5 3/10/20 51 8825 B07 3/10/20 89 8404 J9E 3/10/20 52 8832 B08G 3/10/20 .90 8476 MV2 3/10/20 53 8555 C01AG 3/10/20 91 18355 MVA 3110/20 54 8551 C01G 3/10/20 92 8368 MVB 3/10/20 55 8558 CO2 3/10/20 93 8357 MVC 3/10/20 56 8542 CO3 3/10/20 94 8373 MVD 3110/20 57 8561 C04 3/10/20 95 8359 MVE 3/10/20 58 8564 C05 3/10/20 96 1 STDL01 STD. DETAIL 3/10/20 59 8567 C06 3/10/20 97 STDL02 STD. DETAIL 3/10/20 60 8333 CJ1 3/10/20 98 STDL03 STD. DETAIL 3/10/20 61 8330 CJ11 3/10/20 99 STDL04 . _ STD. DETAIL 3/10/20 62 8320 CJ1-4 3/10/20 100 STDL05 STD. DETAIL 3/10/20 63 8362 CJ1A 3/10/20 101 STDL06 STD. DETAIL 3/10/20 64 8338 CJ1B 3/10/20 102 STDL07 STD. DETAIL 3/10/20 65 8388 CJ1E 3/10/20 103 STDL08 STD. DETAIL 3/10/20 66 8323 CJ24 3/10/20 104 STDL09 STD. DETAIL 3/10/20 67 18344 CJ3 3/10/20 105 STDL10 STD. DETAIL 3/10/20 68 8365 CJ3A 3/10/201 106 1 STDL11 STD. DETAIL 3/10/20 69 8341 CJ3B 3/10/20 107 STDL12 STD. DETAIL 3/10/20 70 8391 CJ3E 3/10/20 108 STDL13 STD. DETAIL 3/10/20 71 8394 CJ5E 3/10/20 109 STDL14 STD. DETAIL 3/10/20 72 18397 CJ7E 3/10/20 110 STDL15 STD. DETAIL 3/10/20 73 8577 1 D01G 3/10/20 111 1 STDL16 STD. DETAIL 3/10/20 74 18580 1 D02 3/10/20 Page 2 of 2 Job Truss Truss Type Qty Ply 04/03/2019 10369 7523a5 FG01 FLAT 1 3 27'7"11 J III 1.5X4 =7X8 =5X6 =4X4 =3X6 1111.5X4 =3X4 =5X6 A B C D E F G H -7X81 PA P PR W1 io L R Q P O N M L K J 1114X4 =6X8 =5X6 =4X4 =3X4=H0710 =5716 -6X8 1114X4 27'7"11 ' 0"11 27 7 918# Loading Criteria (pst Wind Criteria Code I Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.910 F 364 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 1.252 F 264 240 R 3843/- BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): 0.099 A - - J 4658 /- /- /- P P EXP: NA Kzt: NA Plate Type(s): HORZ(TL): 0.136 A - - R Brg Width = - Min Req = - Des Ld: 55.00 Mean Height: NA ft WAVE, HS J Br Width = - Min Re Creep Factor: 2.0 9 q = - NCBCLL: 10.00 TCDL: NA psf Max TC CSI: 0.834 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.00 BCDL: NA psf " Max BC CSI: 0.649 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 MWFRS Parallel Dist: NA C&C Dist a: NA ft Max Web CSI: 0.773 A - B 0 -3896 E - F 0 -7457 Loc. from endwall: NA Wgt: 436.8 Ibs B - C 0 -6339 F - G 0 -7447 1: NA GCpi: NA C - D 0 -7443 G - H 0 -6589 Wind Duration: NA VIEW Ver: 18.02.01A.0205.20 D - E 0 -7443 H - I 0 -4136 ti.umber Additional Notes Top chord 2x4 SP 2400f-2.0E Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP 2400f-2.0E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP M-30 :W1 2x8 SP 2400f-1.8E: R - Q 201 0 N - M 6683 0 03 2x4 SP #3: Q- P 4105 0 M- L 6683 0 Nailnote P- O 6453 0 L- K 4343 0 Nail Schedule:0.131"x3", min. nails O- N 7457 0 K- J 0 0 Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 8.25" o.c. Maximum Web Forces Per Ply (Ibs) Webs : 1 Row @ 4" o.c. Webs Tens.Comp. Webs Tens. Comp. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row A - R 0 -1080 F - N 0 -79 to avoid splitting. A- Q 3823 0 N- G 794 0 (1)1/2" bolts may be used for Q - B 0 -832 G - L 0 -377 (2) 0.131"x3", min. nails on B - P 2338 0 L - H 2336 0 The Bottom Chord Only. P - C 0 -454 H - K 0 -828 C- O 1036 0 K -1 4261 0 Special Loads O-E 0 -109 1-1 0 -1110 --(Lumber Dur.Fac.=1.00 / Plate Dur.Fac. 1.00) TC: From 100 plf at 0.00 to 100 plf at 27.64 BC: From 178 plf at 0.00 to 178 plf at 27.04 BC: From 10 plf at 27.04 to 10 plf at 27.64 BC: 918 lb Conc. Load at 27.58 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 27.64 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. '-WARNING", Please thoroughlyr&iewUieA•1ROOFTRUS9ESgSELL6R"jGENO"' TERM58rtdcb74DII6NSCllS'FOMERt;Y3UYEW)ACKN DWLEDGT4F.IbT'fwm. y.Engcneecreterenoesheetbefoieuse Unlessathervri6ssfetedontlte;TOD onlYtdpam 1.Yerdydasignperemslmsewd�eadaole6onih�'7�uscDesign.Dravnng{PDD}andtheSjeod. GanaseptaTaashaBf�tmedtarth@7DDtobe;vs5d Asa TrirssDesign Engaeeerueg#.� Specudty;Engneer);theseelvnanyTDD;representsanacoeptancaaf►h@.proresaienalengivree,." , William M. Ranieri. PE respan�l i,Yyfarthedesignofihcsli�gie7rues`deplcfedoniheTDDonly"un&rTPIfUedailgn ssumpdacrsPaadGg INonssuyabiganduse lhlslYvcsforaityEugEirgtis o. FI#42704 T'e6ponslh�ityCftiieOwllartts90wrier`saWno 98gantar9leBulltkrig>7e ner7ntke-ednts.dortl>•a�R' ,I SG local bdadingcodoasid,TPl17F6' ptOvaldithb'IDD;andanytcndtl use of ttie Tnres, fodauilrig hitidtrteg`;;etwage 3rtetai ebon aced titecin Shalt,he the raepoe Ilty oft suild(aig t)effifgner end Coeiiras(nr AM Wes set aid n ft T00 and the reel ioes and 'aittraBUladinpGompoeat>ZSafetylnfoiisayOn 1035GreenwoodBlvd.,Suite173 Lake Mary, FL 32746 gvldagneBSCfjouplhtrcd(,yTPtandSBGAareraf�encadk+rt3erreralgutdance Tr+#1'defir4stheraa0*mlbllldesanddutlesiei:wo*.uss Cast e ' IaelaltyQrglrtfefandTrussMarrularalirtr fltlrcurrtseddllnedbya,CohlrrtddtaErec�tecponInwrlgngbyaHpattiesirtntYcd."The Spr ayEnjneer.1sN0Ttfie° aedf� Oealgnerv.Tnena Sysemn 1✓ripfisaer at airy 6idCsgrg. All;ceplfsWed.tem„sar8 asdeiined fn1F3-1-. Cdg§ai�it6'2616A-i RoofTmstad::lieprotlucUeii �ifliri eewmenk;si:i+�r.ro!m+'; ispronlhiEedviatnul�tredkei,Permmzwn crii�;t.:iLoarTn�sstl:, doo 1 russ 1 russ 1 ype ury My u3/1 ulzuzu 10404 75235 FG02 FLAT 1 3 r 27'0"12 =6X8 =4X8 =3X6 =4X6 1111.5X4 III1.5X4 =4X6 =3X6 =4X8 =6X8 A W1 AAVA B C D E F G H I J TU VVj W1 io 1 S R Q P O N M L K 1113X6 =6X8 =4X8 =H0710=4X6 =4X6 =4X8 =6X8 1113X6 27'0"12 Loading Criteria (pso Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.829 E 391 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 1.222 E 265 240 S 4032!- BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): 0.092 A - - K 4032 /- /- P P P EXP: NA Kzt: NA Plate Type(s): HORZ(TL): 0.135 A - - S Brg Width = - Min Req = - Des Ld: 55.00 Mean Height: NA It WAVE, HS Creep Factor: 2.0 K Brg Width = - Min Req = - NCBCLL: 10.00 TCDL: NA psf Load Duration: 1.00 BCDL: NA psf Max TC CSI: 0.914 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " MWFRS Parallel Dist: NA Max BC CSI: 0.666 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: NA ft Max Web CSI: 0.737 A - B 0 -4149 F - G 0 -7645 Loc. from endwall: NA Wgt: 436.8 Ibs B - C 0 -6691 G - H 0 -6560 I: NA GCpi: NA C - D 0 -6691 H -1 0 -6560 Wind Duration: NA VIEW Ver: 18.02.01A.0205.20 D - E 0 -7647 1 - J 0 - Lumber E - F 0 -7658 Top chord 2x4 SP 2400f-2.0E Bot chord 2x6 SP 2400f-2.0E Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP M-30 :Wl 2x8 SP 2400f-1.8E: Chords Tens.Comp. Chords Tens. Comp. :W32x4SP#3: S-R 217 0 O-N 7658 0 Nailnote R- Q 4360 0 N- M 6674 0 Nail Schedule:0.131 "x3", min, nails Q - P 6795 0 M - L 4260 0 Top Chord: 1 Row @12.00" o.c. P - O 6795 0 L - K 207 0 Bot Chord: 1 Row @ 9.75" o.c. Webs : 1 Row @ 4" o.c. Maximum Web Forces Per Ply (Ibs) Repeat nailing as each layer is applied. Use equal Webs Tens.Comp. Webs Tens. Comp. spacing between rows and stagger nails in each row to avoid splitting. A- S 0 -1124 F- N 0 -121 (1) 1/2" bolts may be used for A - R 4061 0 N - G 1448 0 (2) 0.131 "x3", min. nails on R - B 0 -844 G - M 0 -455 The Bottom Chord Only. B - Q 2434 0 M -1 2409 0 Q- D 0 -418 I- L 0 -857 Special Loads D-O 1361 0 L-J 3973 0 —(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) O - E 0 -107 J - K 0 -1128 TC: From 100 plf at 0.00 to 100 plf at 27.06 BC: From 198 plf at 0.00 to 198 plf at 27.06 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 27.06 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. ^WARNIN©" Pleaae.t6,aroughtyrevlexltee A-1ROOFTRUSSES('SEI,LER"h{3EN�AtERMSarid��dDfTI0N8CUSTQMER{8l1YER')ACKNOWLEDC€MEi+�i'�wm. VerdyCa:sgnparameteraaFxlsaednotesmlUns.TiussDesigtiDramng'{rODjand113eSpeuatyEnwaarnatereniiesheat5sroaeu� Unlsssotherun afatadottthsTOD anlyll$�r� com+aG6oip9arasaheHtiauaedhuth9tDDta#esiaid AsaTri�sDEngateenng(r� SpEly:Engnei?rb'1her�lan�nyTDDiapresen(sanerAeptancecfjheproFasaioiialengi ',"; William M. Ranieri. PE reatwne ' FI#42704 Yeapcnsllti raf.1hoOwnur1ha�OwnatsaUthdSrzs�daguntorlhs6uf(dmigUtir�neP�pliteCnnle�3ofgielRC�fhelBC Iac6t6u�k9Ctrgcadeantl7P11 7Ae�,prova9WlheTDDandAnyfitrltl 1035Greenwood Blvd.,Suite 173 use of�e"E"I gNhOd guide reg Mite %ftn?g roMW'9rtt 3atety lrci t (g3CliDuhl d by TPt and 39Cs are wmnmdfurgendr81 guh1arice TRi l d fnes etsspcn s lltie and dudes of;tltsTruss DaEI SpaGslty En'glnoeVand TrvsE CAanutaet irCrvtdaalhkurris#den Dlr In gY Enfct:ls N4T Lake Mary, FL 32746 ti,Ccrip�ct aBCeidUPon -B D�Ignerar=7ne�eSyseesgEngineeratar`eytsdtdFKK AllaaedefinedInTFN-1 _Cop�'t1ght40'AT9A;t[inoFTr0—s A.gpmdGe.5en isitNls doautim7Gin;sny.Tura..6prNiirr' driilNglE eva@fen penctdswFisaiA-l:RatTTmazEf: w4tin9 Datgeawtvcdz?ifaSpacf{y his , Job Truss Truss Type Qty Ply 75235 FG04 FLAT 1 2 3X8 III 1.5X4 A m n T cm J 03/10/2020 3X8 M 1113X4 =`+AO =f+AO =f+AO 1110A4 13'2"8 im 10'4" 8 211011 �{ 1280# Loading Criteria (psf) Wind Criteria Code / Misc Criteria TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES TCDL: 10.00 Speed: NA mph TPI Std: 2014 BCLL: 0.00 Enclosure: NA Rep Factors Used: No BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) EXP: NAKzt: NA Plate Type(s): Des Ld: 55.00 Mean Height: NA ft WAVE NCBCLL: 10.00 TCDL: NA psf Load Duration: 1.00 BCDL: NA psf Spacing: 24.0 " MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA -- I: NA GCpi: NA Wind Duration: NA i`.umber Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #3 :W1 2x8 SP 2400f-1.8E: Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" O.C. Bot Chord: 1 Row @ 9.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (2) 0.131"x3", min. nails on The Bottom Chord Only. Special Loads --(Lumber Dur.Fac.=1.00 / Plate Dur.Fac: 1.00) TC: From 100 plf at 0.00 to 100 plf at 13.21 BC: From 10 plf at 0.00 to 10 plf at 11.00 BC: From 95 plf at 11.00 to 95 plf at 13.21 BC: 1280 lb Conc. Load at 10.38 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 13.21 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. 10339 N1 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Gravity Non -Gravity VERT(LL): 0.089 C 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.122 C - 999 240 J 1017/- HORZ(LL): 0.016 A - - F 1904!- HORZ(TL): 0.022 A - J Brg Width = 4.0 Min Req = 1.5 Creep Factor: 2.0 F Brg Width = - Min Req = - Max TC CSI: 0.270 Bearing J is a rigid surface. Max BC CSI: 0.735 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.905 Chords Tens.Comp. Chords Tens. Comp. Wgt:162.4lbs A-B 0 -952 C-D 0 -1871 B-C 0-1871 D-E 0 -1815 VIEW Ven 18.02.01A.0205.20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J-1 46 0 H-G 1894 0 I-H 1169 0 G-F 79 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-J 0 -477 H-D 0 -159 A-1 991 0 D-G 38 -166 I- B 0- 458 G- E 1900 0 B- H 738 0 E- F 0 - 860 C-H 0 -168 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 JoD 1 cuss I Russ I ype City I Ply 0312012019 75235 FG05 FLAT 1 2 1 9119 .' T SO 499# 499# 499# 499# 499# 499# 499# 499# 499# 1'3"12 1'4" - - - 1'4" 9"4 1'4" - - - 1'4" -�- 1'4" -�- 1'4" - - - 1'4" III 1.5X4 = 3X4 A M n — lll'+A4 =OA 14 =4A I U 1114X4 127'4 Loading Criteria (psq Wind Criteria Code I Misc Criteria DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.176 B 857 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Varies by Ld C $AiRT(CL): 0.242 B 623 240 H 2948/- BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): 0.032 A - - E 2926 /- /- /- /- P EXP: NA Kzt: NA Des Ld: 55.00 Plate Type(s): HORZ(TL): 0.044 A - - H Brg Width = - Min Req = - Mean Height: NA ft WAVE Creep Factor: 2.0 E Brg Width = Min Req = 1.7 NCBCLL: 10.00 TCDL:,NA sf p Max TC CSI: 0.827 Bearing E is a rigidid surface. Load Duration: 1.00 BCDL: NA psf Spacing: 24.0 " MWFRS Parallel Dist: NA Max BC CSI: 0.902 Maximum Top Chord Forces Per Ply (Ibs) C&C Dist a: NA ft Max Web CSI: 0.688 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA Wgt: 128.8 Ibs A - B 0 -3948 C - D 0 -3695 I: NA GCpi: NA B - C 0 -3948 Wind Duration: NA VIEW Ver: 18.02.01A.0205.20 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30 H- G 296 0 F- E 300 0 Webs 2x4 SP M-30 :W1 2x8 SP 2400f-1.8E: G - F 3933 0 :W3 2x4 SP #3: Nailnote Maximum Web Forces Per Ply (Ibs) Nail Schedule:0.131"x3", min. nails Webs Tens.Comp. Webs Tens. Comp. Top Chord: 1 Row @ 3.25" o.c. A - H 0 -1426 6 - F 0 -1013 Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. A -H 3790 F-C 3532 0 Use equal spacing between rows and stagger nails G - C 16 0 - E 0 -141 in each row to avoid splitting. B - G 0 -1038 Special Loads --(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 pif at 0.00 to 100 pif at 12.60 BC: From 10 pif at 0.00 to 10 plf at 12.60 TC: 499 Ib Conc. Load at 1.31, 2.65, 3.98, 4.75 6.08, 7.42, 8.75,10.08,11.42 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 12.60 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 1Job Truss Truss Type Qty Ply 04/03/2019 75235 I FG06 I FLAT 11 2 10359 T SO Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Load Duration: 1.00 BCDL: NA psf Spacing: 24.0 " MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA 760# 760# 3'8"4 1'4" 11"12 1111,5X4 =3X4 III 1,5X4 11112X4 =3X10 =3X10 1112X4 6' Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.011 D 999 360 Loc R+ / R- / Rh / Rw / U / RL 1 918 /_ /_ /_ /_ /_ Rep Factors Used: No VERT(CL): 0.015 D 999 240 FT/RT:10(0)/10(10) HORZ(LL): 0.002 A - - F 1502 P P /- P P Plate Type(s): HORZ(TL): 0.003 A - I Brg Width = - Min Req = - WAVE Creep Factor: 2.0 F Brg Width = - Min Req = - Max TC CSI: 0.119 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.287 Chords Tens.Comp. Chords Tens. Comp. A - B 0 -670 C - D 0 - 892 Max Web CSI: 0.438 Wgt: 84.0 Ibs B- C 0 -670 D- E 0 -892 Maximum Bot Chord Forces Per PI (Ibs) VIEW Ver. 18.02.01A.0205.20 Lumber Additional Notes Top chord 2x6 SP 2400f-2.0E Truss must be installed as shown with top chord up. Bot chord 2x6 SP #2 Webs 2x4 SP #3 :W1 2x8 SP 2400f-1.8E: Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 4.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (2) 0.131"x3", min. nails on Either The Top or Bottom Chords. Special Loads —(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 6.00 BC: From 80 plf at 0.00 to 80 plf at 3.42 BC: From 10 plf at 3.42 to 10 plf at 6.00 TC: 760 lb Conc. Load at 3.69, 5.02 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 72 0.00 6.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Hangers / Ties (J) Hanger Support Required, by others y Chords Tens.Comp. Chords Tens. Comp. I-H 36 0 G-F 63 0 H - G 844 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - I 0 - 392 C - G 76 - 35 A- H 704 0 D- G 0 - 501 B-H 4 -18 G-E 921 0 H-C 11 -276 E-F 0 -702 to William M. Ranieri. PE d FI#42704 1 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty I Ply 03/10/2020 75235 1 FG07 I FLAT 1 3 It, 10385 T CD 1755# 1627¢# 1627# 1627# 1755# 1 1,�75 1'4' -'1�- 1'462 1'4" � 1'462 1'4" � 1'475 1'4"'1� A 4X12 =Y6 1111�M 1111�X4 =tX4 =V6 =4X12G - E 4 OMb, - i M FM M i �W__ ME 1114X6 =410 =410 =4X4 =iX10 =6X8 1114A 11'11"8 V1 Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Sid: 2014 VERT(LL): 0.166 D 865 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 0.228 D 629 240 N 8236 /= /- /- /- /- BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): 0.035 H - - H 8236/- EXP: NA Kzt: NA Plate Type(s): HORZ(TL): 0.048 H - - N Brg Width = - Min Req = - Des Ld: 55.00 Mean Height: NA ft WAVE Creep Factor: 2.0 H Br Width = - 9 Min Re q = - NCBCLL: 10.00 TCDL: NA psf Load Duration: 1.00 BCDL: NA psf Max TC CSI: 0.355 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " MWFRS Parallel Dist: NA Max BC CSI: 0.796 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: NA ft Max Web CSI: 0.842 A - B 0 -4260 D - E 0 -6706 Loc. from endwall: NA Wgt: 210.0 Ibs B - C 0 -6623 E - F 0 -6045 I: NA GCpi: NA C - D 0 -6752 F - G 0 -3872 Wind Duration: NA VIEW Ver: 18.02.01A.0205.20 Lumber Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x6 SP 2400f-2.OE Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP 2400f-2.0E N - M 79 0 K - J 6328 0 Webs 2x4 SP M-30 :W1 2x6 SP #2: M - L 4804 0 J -1 4427 0 :W3 2x4 SP #3: L - K 6752 0 I - H 65 0 Nailnote Nail Schedule:0.131 "x3", min. nails Maximum Web Forces Per Ply (Ibs) Top Chord: 2 Rows @ 2.00" o.c. (Each Row) Webs Tens.Comp. Webs Tens. Comp. Bot Chord: 1 Row @12.00" o.c. A - N 0 -2685 K - E 1048 -439 Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal A - M 4642 0 E - J 0 -1130 spacing between rows and stagger nails in each row M - B 0 -2167 J - F 1979 0 to avoid splitting. B- L 2199 0 F- I 0 -2211 (1) 1 /2" bolts may be used for L - C 0 -1001 I - G 4340 0 (2) 0.131"x3", min. nails on D - K 59 -519 G - H 0 -2687 The Top Chord Only. Special Loads --(Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC: From 100 pIf at 0.00 to 100 plf at 11.96 BC: From 10 pIf at 0.00 to 10 pIf at 11.96 TC: 1755 Ib Conc. Load at 0.65, 1.98, 9.98,11.31 TC: 1627 lb Conc. Load at 3.31, 4.65, 5.98, 7.31 8.65 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 11.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 03110/2020 10331 75235 FG08 FLAT 1 2 2050# 19'9"8 19'11"8 WX6 =4X4 III1.5X4 =4X4 =4X4 =7X6 A B C D E F W1 L K J I H G 1113X4 =6X8 =H0510 =4X8 =6X8 1113X4 19'11"8 Loading Criteria (est) Wind Criteria Code I Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.340 C 704 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: No VERT(CL): 0.563 C 425 240 L 3380/- BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): 0.039 A - - G 2345 /- /- /- P !- EXP: NA Kzt: NA Plate Type(s): Des Ld: 55.00 HORZ(TL): 0.065 A - - L Brg Width = - Min Req = - Mean Height: NA ft WAVE, HS Creep Factor: 2.0 G Brg Width = - Min Req = - NCBCLL: 10.00 TCDL: NA psf Load Duration: 1.00 BCDL: NA psf Max TC CSI: 0.483 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " MWFRS Parallel Dist: NA Max BC CSI: 0.485 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: NA ft Max Web CSI: 0.685 A - B 0 -3814 D - E 0 -5040 Loc. from endwall: NA Wgt: 212.8 Ibs B - C 0 -5040 E - F 0 -3812 I: NA GCpi: NA C - D 0 -5040 Wind Duration: NA VIEW Vec 18.02.01A.0205.20 t_,.umber Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2.OE Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP 2400f-2.0E L - K 129 0 I - H 3946 0 Webs 2x4 SP M-30 01 2x6 SP #2: K - J 3948 0 H - G 129 0 :W3 2x4 SP #3: J -1 3948 0 Nailnote Nail Schedule:0.131 "x3", min. nails Maximum Web Forces Per Ply (Ibs) Top Chord: 1 Row @12.00" o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. A - L 0 -1530 C - I 0 -211 Use equal spacing between rows and stagger nails A - K 3777 0 E - H 0 - 536 in each row to avoid splitting. K - B 0 -535 H - F 3775 0 (1)112" bolts may be used for B - I 1123 0 F - G 0 - 966 (2) 0.131 "x3", min. nails on I - E 1125 0 The Bottom Chord Only. Special Loads --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac. 1.25) TC: From 20 plf at 0.00 to 20 plf at 19.96 BC: From 115 plf at 0.00 to 115 plf at 19.96 TC: 2050 Ib Conc. Load at 0.17 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 19.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. "WARNIRtG" ` F!IaHsa ttafou9hy realew;tt�e Ar9 Ftt�l='I'(tUSSESf'SE4LER';}; flENE't7RR.TERM5 eriE CI�1DiPIpNS CUST!Qtu1ER { 9lJXhR'j pCitNDWLEDC;METi7'tcnn. >V, FYdss`igiipar�netets"read, nabsa7N►BTiu6s"Mr,d n•�rawni;(TDD}andiliss y-r=nguieer.1.refarendesti&dt oieucs Uhlsss'oTherwisestersddnttts-TD�onlytdpma coautaetarptetes ahal tie used for tha TDD to Lye vsfid Jhaa Trixss,DassW Engaceerceg (:r Spevaalry;Fogs eea the seal an en '.7f]D re �enacoepmncaarlheproie wmt;eng6roe' ; William M. Ranieri. PE reaparislbtatyforth•cd.`_ oftti * IoThissd IetedonttmTDD • ;tindorlPll 7fiodasl` assum oraaf tcgdtnga (rlrorr sutapr esEgpt !ng ep Doty gn pl klUyanduseaftht§CnuesforanyBuNd(ng7sOto. FI#42704 �;fesp6nsltityaftiiaDumer ihaQwnetsaldhaYiroa9rigarvtortied'.Butldaig`OmS�nsrmtl�e.wntextofitlaeJRC;tflaiBG IocetbWdingcuda:aridTPl f 7f�iprovalot.triTOD.andsriytce>v 'use of%a.TrasaJndidtrighaasdt stwaga,inetalistiana�irmsctngshal[he,thtiraepons Ikyatthe,BatldingDaS[gnarand ConRaclar,Nnvies'�atraittnthe7DD,andthapractasseot! 1035GreenwoodBlvd.,Swte173 Ide�nes'otltia SUltding Campoarertt Satatylriioiriiairwi ($3Cfj puhttstaed 6yTPt and;SBCIi are iaiergnced forgeraerat gukianee 7P11 d ffrteatite"mponsfUUNes and duties of t is Ttiiss DoslgneG'SpeelaltyEnglit�erandSrussManyfaoturaf Lake Mary, FL 32746 urn,tharrdsaiirsflt�dbya.,Comacl(eeAegaonlrtualdnby,paiesinWlvcd:,Tt�oSpcdaltyEngmectfs'NOTihc.' ..sidtdin,pealgrierorTMEa en inearorsvt .9. ysi, Erpj.ytn�Tfi'arg.AJl;capbifzadtermsareaedeliiedCn'TPi-1•.. Rn�tYrrs�aa�Rrprcd(e7wn s$INis;aoaulS£M.in,a�gr.lorn aprrddiita�dwilholftltttvaEFltir;pentussar9lA=i.RrofjN5i�:, goo I cuss I cuss I ype Qty Ply 04/02/2019 75235 FG09 MONO 1 2 1002# 1002# 1762# 0, 2 1141002 11 11411—— 11411 176 11411 11"12 A 11115X4 =3X4 III15X4 11 = 6X6 0 = 6X6 r— T 7_1 n F-1 VV SO W2 V 1 I 1114X4 U r_1 1114X4 E- =6X10 =6X10 6'3"14 V1 10322 I Loading Criteria (psj Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code:FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.030 D 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Varies by Ld C §q-zRT(CL): 0.042 D 999 240 1 3807/- BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): 0.005 A - - F 3659 /- /- A A /- EXP: NA Kzt: NA Plate Type(s): HORZ(TL): 0.007 A - I Brg Width = - Min Req = - Des Ld: 55.00 Mean Height: NA ft WAVE Creep Factor: 2.0 F Brg Width = - Min Req = - NCBCLL: 10.00 TCDL: NA psf Load Duration: 1.00 BCDL: NA psf Max TC CSI: 0.285 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " MWFRS Parallel Dist: NA Max BC CSI: 0.316 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: NA ft Max Web CSI: 0.695 A - B 0 -2116 C - D 0 -2395 Loc. from endwall: NA Wgt: 92.4 Ibs B - C 0 -2116 D - E 0 -2395 I: NA GCpi: NA Wind Duration: NA VIEW Ver: 18.02.01A.0205.20 Maximum Bot Chord Forces Per Ply (Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. C6 ,, - Top chord 2x6 SP 2400f-2.0E Truss must be installed as shown with top chord up. I - H 124 0 G - F 160 0 Bot chord 2x6 SP 2400f-2.0E H - G 2455 0 Webs 2x4 SP #3 :W1 2x8 SP 2400f-1.8E: 02 2x4 SP #2: Maximum Web Forces Per Ply (Ibs) Nailnote Webs Tens.Comp. Webs Tens. Comp. Nail Schedule:0.131 "x3", min. nails A -1 0 -1749 C - G 0 -91 Top Chord: 2 Rows @ 2.50" o.c. (Each Row) A - H 2193 0 D - G 0 -1110 Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. B - H 0 -524 G - E 2461 0 Use equal spacing between rows and stagger nails H - C 0 -518 E - F 0 -1686 in each row to avoid splitting. (1) 1/2" bolts may be used for (2) 0.131"x3", min. nails on Either The Top or Bottom Chords. Special Loads —(Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC: From 100 plf at 0.00 to 100 pIf at 6.32 BC: From 80 pif at 0.00 to 80 plf at 3.42 BC: From 10 plf at 3.42 to 10 plf at 6.32 TC: 1002 lb Conc. Load at 0.01, 1.34, 2.68 TC: 1762 lb Conc. Load at 4.01, 5.34 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 76 0.00 6.32 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job 75235 T co Truss Truss Type Qty Ply 0311012020 IFG10 MONO I1 I3 1755# 1755# 1755# 1755 1755# 1755 1755# 1755 1755# 1 1'4" 1'4" � 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" '1 V6 III 1;5X4 III 1 F5X4 = 4X6 a NE, W I �X.19 �_M - E" �ffi = - i a pom MIN I �W�p W 0 M. 11 WF-...PAI 109 _ ,_, =5X10 =4X4 =6X10 1I'll 1"8 V1 10447 Loading Criteria (vs� Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Sid: 2014 VERT(LL): 0.186 D 773 360 Loc R+ ! R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 0.255 D 562 240 L 8555 /- /- P P P BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): 0.036 A - - G 8555 P P P P P EXP: NA Kzt: NA Plate Type(s): HORZ(TL): 0.049 A - L Brg Width = - Min Req = - Des Ld: 55.00 Mean Height: NA ft WAVE Creep Factor: 2.0 G Brg Width = - Min Req = - NCBCLL: 10.00 TCDL: NA psf Load Duration: 1.00 BCDL: NA psf Max TC CSI: 0.490 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " MWFRS Parallel Dist: NA Max BC CSI: 0.834 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: NA ft Max Web CSI: 0.883 A - B 0 -4468 D - E 0 -7113 Loc. from endwall: NA Wgt: 205.8 Ibs B - C 0 -7043 E - F 0 -5472 I: NA GCpi: NA C - D 0 -7185 Wind Duration: NA VIEW Ver. 18.02.01A.0205.20 !.umber Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x6 SP 2400f-2.OE Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP 2400f-2.0E L - K 82 0 I - H 6002 0 Webs 2x4 SP #3 :W1 2x6 SP #2: K - J 5040 0 H - G 108 0 :W2 2x4 SP M-30: :W4 2x4 SP 2400f-2.0E: J -1 7185 0 Nailnote Maximum Web Forces Per Ply (Ibs) Nail Schedule:0.131"x3", min. nails Webs Tens.Comp. Webs Tens. Comp. Top Chord: 2 Rows @ 2.00" o.c. (Each Row) Bot Chord: 1 Row @12.00" o.c. A - L 0 -2788 D - I 0 558 Webs : 1 Row @ 4" o.c. A - K 4870 0 1- E 1215 0 Repeat nailing as each layer is applied. Use equal K - B 0 -2278 E - H 0 -2114 spacing between rows and stagger nails in each row B - J 2336 0 H - F 5728 0 to avoid splitting. J- C 0 -1103 F- G 0 -2796 (1) 1/2" bolts may be used for (2) 0.131"x3", min. nails on The Top Chord Only. Special Loads --(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 11.96 BC: From 10 plf at 0.00 to 10 pif at 11.96 TC: 1755 lb Conc. Load at 0.65, 1.98, 3.31, 4.65 5.98, 7.31, 8.65, 9.98,11.31 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 11.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 04102121119 75235 FG11 I MONO 11 3 I 10291� 1000# 1000# 1000# 1000# 11"8 1'4' 0 1'4" 1'4' 0 1'4" -- -- 1'4' !T- 1'4„ —�- 1'4' 0 1'5"12 �{ =04 1111,5X4 =4,X4 T 11'9"4 3-1 "8 8712 180# Loading Criteria (pad Wind Criteria TOLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Kzt: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Load Duration: 1.00 BCDL: NA psf Spacing: 24.0 " MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x6 SP 2400f-2.0E Bot chord 2x6 SP 2400f-2.0E Webs 2x4 SP M-30 :W1 2x6 SP #2: :W3 2x4 SP #3: Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 2 Rows @ 3.50" o.c. (Each Row) Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1)112" bolts may be used for (2) 0.131"x3", min. nails on Either The Top or Bottom Chords. Special Loads --(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 pif at 11.77 BC: From 10 pif at 0.00 to 10 plf at 4.00 BC: From 110 plf at 4.00 to 110 plf at 11.77 TC: 1000 lb Conc. Load at 0.96, 2.29, 3.62, 4.96 6.29, 7.62, 8.96,10.29 BC: 180 lb Conc. Load at 3.13 Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.122 C 999 360 Loc R+ / R- ! Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.168 C 842 240 J 5211 /- /- /- /- /- FT/RT:10(0)/10(10) HORZ(LL): 0.019 A - - K 5037J- Plate Type(s): HORZ(TL): 0.027 A - - J Brg Width = - Min Req = - WAVE Creep Factor: 2.0 K Brg Width = 8.5 Min Req = 1.5 Max TC CSI: 0.233 Bearing K is a rigid surface. Max BC CSI: 0.386 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.675 Chords Tens.Comp. Chords Tens. Comp. Wgt: 226.8 Ibs A- B 0 -3588 C- D 0 -4947 B-C 0-4947 D-E 0 -3591_ VIEW Ver. 18.02.01A.0205.20 ` Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. J -1 84 0 H- G 3936 0 I-H 3941 0 G-F 82 0 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 11.77 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- J 0 -1635 H- D 1086 0 A-1 3715 0 D-G 0 -1279 I-B 0 -1311 G-E 3721 0 B-H 1081 0 E-F 0 -1533 C-H 0 -665 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type 75235 FL01 SY42 i I Ply 103120/2019 9082 2,6" --{ (TYP) =6X6 =3X3 AB C D AA Z =4X12 3-8 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Load Duration: 1.00 BCDL: NA psf Spacing: 16.0 " MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA ,.umber Top chord 4x2 SP 2400f-2.OE :T2 4x2 SP #2: Bot chord 4x2 SP 2400f-2.0E Webs 4x2 SP #3 :W2 4x2 SP #2: Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 26.25 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.61" DL: 0.27'. Additional Notes + 2x6 continuous strongback. Truss must be installed as shown with top chord up. — 12'3"8 W=3X6 =3X6 =3X3 E F G H I 14'5" --1 26'10" =3X6 =3X3 W=3X6 J K L M N =3X3 =6X6 O P QR W T S =4X12 3"8 I M_ IPIPPOI�hhh' 'i MINIMUM imir Y X W V U =3X8 W=H0312 =3X3 =3X3 =3X8 2' 26'10" Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.616 1 518 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.845 1 377 240 A 982 /_ /_ /_ /_ /_ FT/RT:10(0)/10(10) HORZ(LL): -0.067 Q - - Q 982 /- /- /-/- Plate Type(s): HORZ(TL): 0.092 Q - - A Brg Width = 3.0 Min Req = 1.5 WAVE, HS Creep Factor: 2.0 Q Brg Width = 3.0 Min Req = 1.5 Max TC CSI: 0.543 Bearings A & Q are a rigid surface. Max BC CSI: 0.493 Maximum Top Chord -Forces Per Ply (Ibs) Max Web CSI: 0.595 Chords Tens.Comp. Chords Tens. Comp. Wgt: 151.2 Ibs A- B 0 0 J- K 0 -4677 B- C 0 -1887 K- L 0- 3984 VIEW Ver. 18.02.01A.0205.20 C- D 0 -1855 L- M 0 -3984 D- E 0 -1887 M- N 0- 3984 E- F 0- 3984 N- O 0 -1887 F- G 0- 3984 O- P 0 -1855 G- H 0- 3984 P- Q 0 -1887 H-1 0 -4677 Q-R 0 0 1-1 0 -4682 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AA- Z 0 0 W- V 4682 0 Z- Y 3050 0 V- U 4507 0 Y- X 4507 0 U- T 3050 0 X-W 4507 0 T-S 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AA- B 15 0 J - V 51 - 262 B-Z 2107 0 V-K 542 -156 D- Z 0 -286 K- U 0 -595 Z-E 0 -1320 L-U 0 -186 E- Y 1059 0 U- N 1059 0 G-Y 0 -186 N-T 0 -1320 Y- H 0- 595 O- T 0 - 286 H- W 542 -156 T- Q 2107 0 W-1 51 -262 Q-S 15 0 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 .too i cuss t Fuss i ype ury Fry UJ/LU12ul y 9065 75235 FLO2 SY42 4 1 12'6"13 14'8"5 _i 27'4"10 =6X6 =3X3 =3X6 =3X4 =3X3W=3X6 =3X6 =3X10 AB C D E F G H I J K L M N O W2 X W V U T S R Q P =4X12 =3X8 W=H0312 =3X6 =4X8 =3X6 =3X4 27'4"10 Loading Criteria (psf Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code:FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.656 S 498 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 0.901 S 363 240 A 1007/- BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): -0.072 N - - P 1000 /- /- /- P P EXP: NA Kzt: NA Plate Type(s): HORZ(TL): 0.100 N - - A Brg Width = 3.0 Min Req = 1.5 Des Ld: 55.00 Mean Height: NA ft WAVE, HS Creep Factor: 2.0 P Brg Width = - Min Req = - NCBCLL: 10.00 TCDL: NA sf p Max TC CSI: 0.557 Bearing A is a rigid surface. Load Duration: 1.00 BCDL: NA psf " Maximum To Chord Forces Per PI Ibs Max BC CSI: 0.601 P Y (Ibs) Spacing: 16.0 MWFRS Parallel Dist: NA Max Web CSI: 0.722 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: NA ft Loc. from endwall: NA Wgt: 147.0 Ibs A - B 0 0 H -1 0 -4926 I: NA GCpi: NA B - C 0 -1940 I - J 0 -4672 Wind Duration: NA VIEW Ve, 18.02.01A.0205.20 C - D 0 -1907 J - K 0 - Lumber D- E 0 -1940 K- L 0- E - F 0 -4127 L - M 0 -3077 Top chord 4x2 SP 2400f-2.0E :T2 4x2 SP #2: F - G 0 -4127 M = N 0 -3077 Bot chord 4x2 SP 2400f--2.OE G - H 0 -4920 N - O 0 0 Webs 4x2 SP #3 :W2 4x2 SP #2: Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1.5X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Purlins X- W 0 0 T- S 4926 0 W- V 3148 0 S- R 4925 0 In lieu of structural panels or rigid ceiling use purlins V - U 4699 0 R - Q 4040 0 to laterally brace chords as follows: U - T 4699 0 Q - P 1741 0 Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 27.09 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply (Ibs) at 24" OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Hangers / Ties X - B 16 0 S -1 119 -104 (J) Hanger Support Required, by others B - W 2166 0 1 - R 175 -665 D- W 0 -288 K- R 38 -217 Deflection W- E 0 -1371 R- L 717 0 Max JT VERT DEFL: LL: 0.66" DL: 0.29". E - V 1111 0 L - Q 0 -1093 F-V 0 -185 M-Q 0 -164 Additional Notes V- G 0 -649 Q- N 1516 0 + 2x6 continuous strongback. G-T 591 -136 N-P 0 -1965T - H 15 -236 O - P 0 -72 Truss must be installed as shown with top chord up. "WARNING" Please tlicrougha revlavt fhe �t F;04FTRRJSSES(SEtLER) f3ENERAI TEEiMS and Q�i0RI0NS 61JS7OMER (1 IfYER') ACkW W1 LEDGM* Et�T'#amr. V43 desgieperemafseaBredreaditalssvn Truss Deaign,Oravneg{rDD)endihs_Sp., a_ Engnaerle[eeencastreetT�s[oieusaUnlesserihervnaastatedonthsTDD onlyAlpnre carurectwplatasah�tie"ueedtarthait?lDtobevabd AaBTrirsaUas�!EnBaaeerkrg{i:� Speva)ly;Engnseerj thesealagenyTDDrapreserrfsanerAepter�crTA[jheproiesaiwsslengaeae';" , William M. Ranieri. PE ras[SarislWatjlanc�tlssigrcoid3px`hgtoiiusadlctedoralZd+7DDon�yUndeFiPiliThadaslgzrsssumpUarioedbtgcdiHonsaU4eiityand6s�otlh%jixfssYoranYB�Sud9Q FI#42704 �aspenilb tyxt[theOwnar trteOWriersaWtrame9agarparth�Bui(dayg eragnari rha.saHetdotCfelRG tnelBG WcatbUW9ingtoaean9TP11 The pro�Wlf�S NDaneanytc�tl 1p35 Greenwood Blvd., Suite 173 u+seafiha.Truss,hi idingtrardimg;atoiage,irelat�ebartsFdtasctn9 !ell hathereap6rt: tltlyatthe,t3utld(rrgDesignarendConRsdnr M[wt�r+etbklnthe WD' dthapracbDdi d rrvJdedtlee'otlha8uling`ComponenFafetyiriir>hicef�r B3Cypubl tijlTPlandSBCAarereterence�far;4enere�guktapee Tf�l1'dfrresthe.raaparlslldesaalddudesottheTniss Da81gn6fSpeelaIdyBagliroaeran07rVasMamaF Uirtry 'S cftxtlDY.a,Cbeetradagfedtt�onInwrhinglryaiiparyesenvrrlve9,fhe-Sped Lake Ma ry, FL 32746 Olh' ' 8edidtng Gesienera'TiusaSysrmn �irg'beeer a/ �y • All_e'spirelfred tsirrmaia ae defined 5e"iFi-1,r it eeaisNOiphe. ... .�Cojs§ti"yi�tC8�Z0i8'A=,1 rloofTntisaa«ReprotlixUcn edltif4Corx�rpnG,il;a�tlowif, �pralhit'�!9w.itMl6IIieraBtert petmhs�imdf�`,t:RmrTmeL�d:, 1Job Truss Truss Type Qty Ply 03/21/2019 75235 I FL03 I SY42 15 11 9095 �— 2"1„ __1 1114X6(R) 1115X6(R) A B CDE H.S. �-- 2'6" (n'P) 12'6"13 =3X8 F G �— 14'8"5 -1 3X4 =3X3W=3X6 H I J K L 3X6 =3X10 W=H0308 =3X6 =5X8 =3X4 38 0 SEAT PLATE REQ. r 2'2"8 25'2"2 27'4"10 27'4"10 =3X4 =4X6 M N O P =3X10 =3X6 Loading Criteria (Psi Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.502 J 603 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 0.690 J 438 240 A - /-610/- BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): -0.045 O - - Y 1721 EXP: NAKzt: NA Plate Type(s): HORZ(TL): 0.063 O - - Q 872 /- /- /- /- P Des Ld: 55.00 Mean Height: NA ft WAVE, HS Creep Factor: 2.0 A Brg Width = 3.0 Min Req = 1.5 NCBCLL: 10.00 TCDL: NA psf Max TC CSI: 0.801 Y Br Width = 6.0 9 Min Re 1.5 q = Load Duration: 1.00 " BCOL: NA psf Max BC CSI: 0.651 Q B Spacing: 16.0 MWFRS Parallel Dist: NA Bearings AI & Y are a rigid surface. C&C Dist a: NA ft Max Web CSI: 0.647 Bearing Y requires a seat plate. Loc. from endwall: NA Wgt: 155.4 Ibs Maximum Top Chord Forces Per Ply (Ibs) I: NA GCpi: NA Chords Tens.Comp. Chords Tens. Comp. Wind Duration: NA VIEW Ver: 18.02.01A.0205.20 1`.umber A- B 0 0 1-1 0 -3655 B - C 987 0 J - K 0 -3737 Top chord 4x2 SP 2400f-2.GE :T2 4x2 SP #2: C- D 0 0 K- L 0 -3737 Bot chord 4x2 SP 2400f-2.0E C-E 410 0 L-M 0 -3737 Webs 4x2SP#3 E-F 410 0 M-N 0 -2596 Plating Notes F- G 0 -2331 N- O 0 -2596 All plates are 1.5X4 except as noted. G - H 0 -2331 O - P 0 0 H -1 0 - 3643 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply (Ibs) to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 27.09 Z - Y 2 -1 U - T 3655 0 Apply purins to any chords above or below fillers Y - X 0 - 906 T - S 3659 0 at 24" OC unless shown otherwise above. X - W 1138 0 S - R 3323 0 W-V 3157 0 R-Q 1497 0 Hangers / Ties V - U 3157 0 (J) Hanger Support Required, by others Maximum Web Forces Per Ply (Ibs) Deflection Webs Tens.Comp. Webs Tens. Comp. Max JT VERT DEFL: LL: 0.50" DL: 0.25". Z - B 6 -19 U - I 0 -302 Additional Notes B - Y 0 -1243 T - J 45 -152 + 2x6 continuous strongback. Y - C 0 - 909 J - S 387 - 345C - X 1099 0 L - S 0 -244 Negative reaction(s) of -610# MAX. from a non -wind E - X 0 -174 S - M 470 0 load case requires uplift connection. See Maximum X - F 0 -1710 M - R 0 - 825 Reactions. F- W 1359 0 N- R 0 -166 Truss must be installed as shown with top chord up. G - W 0 -185 R - O 1247 0 W- H 0- 943 O- Q 0 -1690 H-U 770 0 P-Q 0 -72 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 JOD 75235 �--- 2'6" ---� (TYP) =6X6 =3X3 AB C D AA Z =4X12 3"8 1 russ I russ I ype city Ply 03/10/2020 FL04 SY42 1 1 12'6"13 14'8"5 1 26'10" =3X6 =3X3 =3X3W=3X6 =3X6 E F G H I J K L 9027 a r =4X4 =3X3 =6X6 M N O PQ R T S =4X4 =4X10 3"8 NPAIPAP-il �hh" Y X W V U =3X8 W=H0312 =3X3 =3X6 2' 26'10" Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.623 H 512 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 0.855 H 373 240 A 982 P P P P P BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): -0.067 Z - - P 982 P P P !- P EXP: NA Kzt: NA Plate Type(s): HORZ(TL): 0.092 Z - A Brg Width = 3.0 Min Req = 1.5 Des Ld: 55.00 Mean Height: NA ft WAVE, HS Creep Factor: 2.0 P Brg Width = 3.0 Min Req = 1.5 NCBCLL: 10.00 TCDL: NA psf Max TC CSI: 0.543 Bearings A & P are a rigid surface. Load Duration: 1.00 BCDL: NA psf Spacing: 16.0 " MWFRS Parallel Dist: NA Max BC CSI: 0.556 Maximum Top Chord Forces Per Ply (Ibs) C&C Dist a: NA it Max Web CSI: 0.594 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA Wgt: 152.6 Ibs A - B 0 0 1-1 0 -4350 I: NA GCpi: NA B - C 0 -1886 J - K 0 -4350 Wind Duration: NA VIEW Ver. 18.02.01A.0205.20 C - D 0 -1854 K - L 0 - Lumber D- E 0 -1886 L- M 0 -' E- F 0 -3984 M- N 0 -1t3F b9 Top chord 4x2 SP 2400f-2.OE :T2 4x2 SP #2: ""`- "� - G 0 - 3984 N - O 0 -1837 Bot chord 4x2 SP 2400f-2.0E G - H 0 -4677 O - P 0 -1869 Webs 4x2 SP #3 :W2 4x2 SP #2: H -1 0 -4682 P - Q 0 0 Plating Notes All plates are 1.5X4 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Purlins AA- Z 0 -0 V- U 4681 0 In lieu of structural panels or rigid ceiling use purlins Z - Y 3051 0 U - T 3668 0 to laterally brace chords as follows: Y - X 4508 0 T - S 2609 0 Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 26.25 X - W 4508 0 S - R 0 -1 Apply purlins to any chords above or below fillers W - V 4682 0 at 24" OC unless shown otherwise above. Maximum Web Forces Per Ply (Ibs) Deflection Webs Tens.Comp. Webs Tens. Comp. Max JT VERT DEFL: LL: 0.62" DL: 0.28". AA-B 16 0 I -U 105 -712 Additional Notes B - Z 2106 0 K - U 41 - 209 + 2x6 continuous strongback. D- Z 0 -285 U- L 773 0Z - E 0 -1322 L - T 0 -1147 Truss must be installed as shown with top chord up. E - Y 1059 0 T - M 598 0 F-Y 0 -182 M-S 0 -996 Y- G 0- 595 N- S 0 - 270 G- W 538 -168 S- P 2087 0 W-H 28 -216 P-R 27 0 V -1 126 - 89 l William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 03/10/2020 10441 75235 FL05 SY42 5 1 2,6,E --� (TYP) r 12'6"13 14'8"5 27'5"7 =6X6 =3X3 =3X6 =3X4 =3X3W=3X6 =3X6 =3X10 AB C D E F G H I J K L M N O W2 + X W V U T S R Q P =4X12 =3X8 W=HO312 =3X6 =4X10 =3X6 =3X4 3"8 2' 27'5"7 Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES PP Deflection in too L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.663 S 494 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 0.911 S 359 240 A 1009 P P P P P BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): -0.073 N - - P 1002 /- /- /- /- /- EXP: NA Kzt: NA Plate Type(s): HORZ(TL): 0.100 N - A Brg Width = 3.0 Min Req = 1.5 Des Ld: 55.00 Mean Height: NA ft WAVE, HS P Br Width = - Creep Factor: 2.0 9 Min Re q = - NCBCLL: 10.00 TCDL: NA psf Max TC CSI: 0.559 Bearing A is a rigid surface. Load Duration: 1.00 BCDL: NA psf " Maximum To Chord Forces Per PI Ibs Max BC CSI: 0.606 p y (Ibs) Spacing: 16.0 MWFRS Parallel Dist: NA Max Web CSI: 0.725 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: NA ft Loc. from endwall: NA Wgt: 147.0 Ibs A- B 0 0 H -1 0 -4950 I: NA GCpi: NA B - C 0 -1945 I - J 0 -4692 Wind Duration: NA VIEW Ver. 18.02.01A.0205.20 C - D 0 -1912 J - K 0 -4692 '.umber D- E 0 -1945 K- L 0 -4692 E - F 0 -4141 L - M 0 -3086 Top chord 4x2 SP 2400f-2.OE :T2 4x2 SP #2: F - G 0 -4141 M - N 0 -3086 Bot chord 4x2 SP 2400f-2.0E G - H 0 -4944 N - O 0 0 Webs 4x2 SP 43 :W2 4x2 SP 42: Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1.5X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Purlins X- W 0 0 T- S 4950 0 W- V 3157 0 S- R 4950 0 In lieu of structural panels or rigid ceiling use purlins V - U 4718 0 R - Q 4054 0 to laterally brace chords as follows: U - T 4718 0 Q - P 1746 0 Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 27.16 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply (Ibs) at 24" OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Hangers / Ties X - B 16 0 S -1 117 -104 (J) Hanger Support Required, by others B - W 2172 0 1 - R 176 -671 D - W 0 - 288 K - R 36 - 220 Deflection W- E 0 -1375 R- L 724 0 Max JT VERT DEFL: LL: 0.66" DL: 0.30". E - V 1117 0 L - Q 0 -1098 F-V 0 -185 M-Q 0 -165 Additional Notes V- G 0 -655 Q- N 1521 0 + 2x6 continuous strongback. G- T 598 -133 N- P 0 -1971T - H 15 -238 O - P 0 -72 Truss must be installed as shown with top chord up. �'WARNINt3" f?tesse ttwroughty rewew the A'9 ROOF,TRUSSFS('SEtLER,%GENERAL; rERMS Ltd CONIDfTf 1NS CUSTOMER (t11JYF.R') ACECtdDWLEDQMEttI'3Q![n >Yenfyifer nµa'tametexsaredraad=tesonUusTiussDesioDrawirig(@D}endOjB,Sped6AjEn"nsaf' fa nos4ii&ieWiusa tlnls%sathsrnnse�sleed'on{bitTDD o 1Y t ih6 :corutec6orplatecshe9fr®E>iaezt%x4tlis'rDDtotDaysl9d AizTntssDesig�}En®ii%aid g•f:e Spec ry,Engateer#;lheaealariaeyTDD;representsanecoeptanceqrpheprofessidna lenghiaa -` William M. Ranieri. PE respansitif6[yfdcthr asi otihasinglsTkussdeplctMcnUaTDD,ontyun6arTPlf;TtradaslgriSs3umpUoc�6oad czulitlansautlabiflyanduseafthisTwisforanysullCtrrgisthe FI#42704 eesponslhfltyctrdi®o4una f1>g Ownatsawtroemea agardortha Buildng gaar ur ttrd:cwrte> totttia IRC tns tsG moat tiu Aatng tiwds aettl TP1 f 7tteprovatol� TDD,and anyfctl -. use of rise Truce. hirttsdlrsg hamdiuyg;;atoiage,-fttafailehon sed teacin� shelt,he tha reapft e&ty of-lfie•6uildieeg DeaCgner arid,Cpndmcfor R! antes rat aut trrlhe TDD snd thaprectices artd, 1035 Greenwood Blvd., Suite 173 guldegnag atttia Sufting CompocienTSatety7nioi+oat tBSCfj publLltreit t�yTPt and $tiCA are ia%ignced . . fArQereetal.guklarice [t5# 1 dCregsthe reebensiblildesd dutlea of.Ure Truss Lake Mary, FL 32746 Deslgnb'Spe;claltyEa�gl�oraridSrysslAazruYadurcr urde"�`othanrfsas,dcflnetlDy�.Cditfiaa�reW.tp>QnlnwNtlngtiysUpa�iesitrohwd:;7hoSpeciallyEngmcer:IsNOfitho `: ' autfd6ig daelgnaror Tn®a System £»g4seeradsrry tang; Ytll'cepit�ed,teerns sie se detlned tn7Fii_i:'. '.�Capfttlgvlt�21i8A,4Rwa6Ttu1"aa-Repixllwliwt nitl'Ii9l7o4Lneiit. ilLaltpiIXrtl �pttlhi�tlwOtwlttfl�eYm'tlenpltlntL%iontdli*1.RbuT'rN59eE:_ ,. Job cuss Truss Type Qty I Ply 03/10/2020 75235 FL06 SY42 17 1 10438 �-- 2'6" -{ (TYP) 12'6"13 1 14-8"5 27'4"10 =6X6 =3X3 =3X6 =3X4 =3X3W=3X6 =3X6 AB CD E F G H I J K L io W2 + X W V U T S R Q =4X8 =4X12 Loading Criteria (psn Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Load Duration: 1.00 BCDL: NA psf Spacing: 16.0 " MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP 2400f-2.0E :T2 4x2 SP #2: Bot chord 4x2 SP 2400f-2.0E Webs 4x2 SP #3 :W2 4x2 SP #2: Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 27.09 Apply puriins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.66" DL: 0.29". Additional Notes + 2x6 continuous strongback. Truss must be installed as shown with top chord up. =3X8 W=H0312 =3X6 =3X4 2' =3X10 M N O P =3X6 27'4"10 Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.656 S 498 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.901 S 363 240 A 1007/- FT/RT:10(0)/10(10) HORZ(LL): -0.072 N - - P 1000 /- /- P/- Plate Type(s): HORZ(TL): 0.100 N - A Brg Width = 3.0 Min Req = 1.5 WAVE, HS Creep Factor: 2.0 P Brg Width = - Min Req = - Max TC CSI: 0.557 Bearing A is a rigid surface. Max BC CSI: 0.601 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.722 Chords Tens.Comp. Chords Tens. Comp. Wgt: 147.0 Ibs A- B 0 0 H -1 0 -4926 B- C 0 -1940 I- J 0 -4672 VIEW Ver: 18.02.01 A.0205.20 C - D 0 -1907 J - K 0 - D-E 0 -1940 K-L 0 =t E-F 0 -4127 L-M 0 - Sul i F- G 0 -4127 M- N 0 -3077 G-H 0 -4920 N-O 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. X-W 0 0 T-S 4926 0 W- V 3148 0 S- R 4925 0 V- U 4699 0 R- Q 4040 0 U- T 4699 0 Q- P 1741 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. X-B 16 0 S-1 119 -104 B- W 2166 0 I- R 175 - 665 D-W 0 -288 K-R 38 -217 W-E 0 -1371 R-L 717 0 E-V 1111 0 L-Q 0 -1093 F-V 0 -185 M-Q 0 -164 V-G 0 -649 Q-N 1516 0 G- T 591 -136 N- P 0 -1965 T-H 15 -236 O-P 0 -72 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 1111101211211 10416 75235 FL06A SY42 2 1 2-6" ---� (TYP) fL' 12'6"13 1 14'8"5 -1 27'0"12 =6X6 =3X3 =3X6 =3X3 =3X3W=3X6 =3X6 =4X8 1112X4 AB C D E F G H I J K L M N O W2 X W V U T S R Q P =4X12 =3X8 W=H0312 =3X6 =4X10 =3X6 =3X3 3"8 2' 27'0"12 Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Sid: 2014 VERT(LL): 0.614 H 521 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 0.843 H 379 240 A 986 /- /- /- P P BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): -0.069 N - - P 997 P P P P P EXP: NA Kzt: NA Plate Type(s): Des HORZ(TL): 0.094 N - A Brg Width = 3.0 Min Req = 1.5 .00 Mean Height: NA ft WAVE, HS Creep Factor: 2.0 P Brg Width = - Min Req = - NCBCLL: 10.00 TCDL: NA psf Max TC CSI: 0.545 Bearing A is a rigid surface. Load Duration: 1.00 BCDL: NA psf Spacing: 16.0 " MWFRS Parallel Dist: NA Max BC CSI: 0.556 Maximum Top Chord Forces Per Ply (Ibs) C&C Dist a: NA ft Max Web CSI: 0.744 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA Wgt: 149.8 Ibs A - B 0 0 H - I 0 -4719 I: NA GCpi: NA B - C 0 -1895 I - J 0 -4410 Wind Duration: NA VIEW Ver. 18.02.01A.0205.20 C - D 0 -1862 J - K 0 -4410 umber D- E 0 -1895 K- L 0 -4410 Top chord 4x2 SP 2400f-2.OE :T2 4x2 SP #2: E- F 0 -4006 L- M 0 -2740F '-2740 Bot chord 4x2 SP 2400f-2.0E - G 0 -4006 M - N 0 Webs 4x2 SP #3 :W2 4x2 SP #2: G - H 0 -4714 N - O 2 0 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1.5X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Purlins X- W 0 0 T- S 4719 0 W - V 0 S - R 4718 0 In lieu of structural panels or rigid ceiling use purlins V- U 4537537 0 R- Q 3741 0 to laterally brace chords as follows: U - T 4537 0 Q - P 1363 0 Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 26.52 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply (Ibs) at 24" OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Deflection X - B 16 0 1- R 122 - 696 Max JT VERT DEFL: LL: 0.61" DL: 0.28". B - W 2115 0 K - R 43 -211 D- W 0- 286 R- L 759 0 Additional Notes W- E 0 -1329 L- Q 0 -1137 + 2x6 continuous strongback. E-V 1067 0 M-Q 0 -168F - V 0 -183 Q - N 1562 0 Truss must be installed as shown with top chord up. V - G 0 -603 N - P 0 -1643 G-T 546 -162 P-O 0 -10 T-H 25 -218 O-P 0 -59 S -1 125 - 92 "WA RNIN0" Please �aroughty revlew :lhe Art R4OPTriU$SES(SE4LER } {3ENE3iA[ TERtv1S are4 COIDrrioNS CUSTOMER (',W.YER') ACEttJ0WLEDGtMENi'tmm. ` Ve 'ry desagn pe smstsrs aril readnclss on ItesTruss Design Draw r p'tiDDf and t}re fipewltyErigneer relereniie sheaf 6eio a use Unle%e aUterw se sleEed onihe:TDD brily Atpins .ConnedoiNatssshel4e'uaedfafhe7Wbe;va6d Ae:sTiuss09sgteteera�g(i: Spacry.':En�Narj;.lhes�luneoyTDDiepresentsanecoeptancsare-prorssaioetalengmee,'' respbrisl ytathe ilesi9nofihesligloTrus dealdedonll iDDontyurdar7Pl f IYadasl nagumptions,tiiatlirwcr�ullgai sutlabtitlyanduscrofthisTWcsfaany�+lldhgtsme, William M. Ranieri. PE rasponslls of�ie oumer, tho 0A4ner'sawhatxw 6jiMt brii a aulkrm_ the Con OAOt2ia lRCjthatEC, lacat brtaetngcgde.arrrd TPl f V* 600MI61the TMand anyfr d 1035 FI#42704 Greenwood Blvd., Suite 173 r�se�thaSnrea:f lrigharrdrmp;atorapa,inetatleherisEiail ncln�fljellherherssponsYbilttya�aheHuilduo8fyesCgnerendC.gritrsc3ar Ahmtes6etcwtlnth`eTDOandihepiacliaeserW guide ed'oidre8u ingComporeantSafotylMoiiiiaan BBCljpuRrl hrfiryTPtr4nd38CAarerai�encedfargerigrelguklance TIr#ldeflnestfierssitcr 111Nes'anddutlee'of."Trtiss Oasl�brSpaclslsyEnglr�iorand7rusaMaeutaotur,:r " Lake Mary, FL 32746 otharaita:doflrwdDya�CoritracrayfecduoQorrinwrltinpby�particskr+roigcd::7heSpctiairyEngiricct.(s'NOTtha' 'ar.�d6rg Deelgnerw,Tnrse System Engtneerat �Y tirdEXrcg, Allcapl�ed ui`�ara ss dedfned Cn TPt:1 ', •;CapyrYgrrtC82078 f6t ReerFmsms;RRgercdlnUdi idtNiz.Caauneit4 in.mtyr�nt. c.prcriih3c9sfritlwtY�� xpiuui.permesiori etA=l:RoeN7nisP:Ef:. Job I cuss l cuss type Qty Ply 03/10/2020 75235 FL07 SY42 1 1 8993 y , �--- 2'6" -� (TYP) 126"13 14-8"5 27'4"10 W=3X6 =5X6 =3X3 =3X4 =3X3 =3X4 =4X6 =3X4 AB CD E F G H I J K L M N O H qkt 1 pap �w I IN , " &Oq Nk, 1 M 1 h 64L REP"" P =3X10 =3X6 W=H0308 =3X8 Q =3X3 =3X3 =3X8 27'4"10 Loading Criteria (pso Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.414 T 640 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 0.542 T 488 240 A 752/- BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): -0.047 W - - Y* 209/- EXP: NA KA: NA Plate Type(s): HORZ(TL): 0.064 W - - A Brg Width = 3.0 Min Req = 1.5 Des Ld: 55.00 Mean Height: NA ft WAVE, HS Creep Factor: 2.0 Y Brg Width = 72.1 Min Req = - NCBCLL: 10.00 TCDL: NA sf p Max TC CSI: 0.611 Bearing A is a rigid surface. Load Duration: 1.00 BCDL: NA psf Bearing Y Fcperp = 565psi. Spacing: 16.0 " MWFRS Parallel Dist: NA Max BC CSI: 0.663 C&C Dist a: NA ft Max Web CSI: 0.739 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA Chords Tens.Comp. Chords Tens. Comp. Wgt: 147.0 Ibs I: NA GCpi: NA A- B 0 0 H- I 0 -2430 Wind Duration: NA VIEW Ver: 18.02.01A.0205.20 B - C 0 -1390 I - J 0 - Lumber C- D 0 -1364 J- K 0- D- E 0 -1390 K- L 0 Top chord 4x2 SP 2400f--2.OE :T2 4x2 SP #2: E - F 0 -2666 L - M 954 0 Bot chord 4x2 SP 2400f 2.OE F - G 0 -2666 M - N 954 0 Webs 4x2 SP #3 G-H 0 -2435 N-O 0 0 Plating Notes All plates are 1.5X4 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Purlins X-W 0 -1 T-S 2430 0 In lieu of structural panels or rigid ceiling use purlins W - V 2160 0 S - R 2422 0 to laterally brace chords as follows: V - U 2745 0 R - Q 439 0 Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 27.09 U - T 2745 o Q - P o -316 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Deflection Max JT VERT DEFL: LL: 0.41" DL: 0.22" X - B 17 0 8-1 215 0 B-W 1552 0 1 - R 0 -1080 Additional Notes D - W 0 -260 K - R 88 -142 + 2x6 continuous strongback. W- E 0- 874 R- L 1209 0E - V 574 0 L - Q 0 -1582 Truss must be installed as shown with top chord up. F - V 0 -160 M - Q 0 -192 V-G 0 -168 Q-N 0 -725 G- T 59 -485 N- P 357 0 T-H 146 -37 O-P 0 -73 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job 75235 Truss Truss Type FL08 SY42 i I Ply 11311012020 10444 (n'P) 97'15 11-4"7 20'8"14 W=3X6 III1.5X4 =3X8 III1.5X4 =3X4 1111.5X4 1111.5X4 =3X4 1111.5X4 A B C D E F G H I T R =3X6 Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Load Duration: 1.00 BCDL: NA psf Spacing: 16.0 " MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwail: NA I: NA GCpi: NA Wind Duration: NA '.umber Top chord 42 SP 2400f-2.0E Bot chord 42 SP 2400f-2.0E Webs 4x2 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 20.74 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.42" DL: 0.19". Additional Notes + 2x6 continuous strongback. Truss must be installed as shown with top chord up. =3X8 III1.5X4 J K Q P O N M L =3X8 W=H0308 =3X3 =3X3 =3X8 =3X6 2' 20'8"14 Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code:FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TPI Sid: 2014 VERT(LL): 0.422 E 589 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.581 E 428 240 R 760 P/- FT/RT:10(0)/10(10) HORZ(LL): 0.045 L - - L 760 /-/- Plate Type(s): HORZ(TL): 0.062 L - - R Brg Width = - Min Req = - WAVE, HS Creep Factor: 2.0 L Brg Width = - Min Req = - Max TC CSI: 0.278 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.392 Chords Tens.Comp. Chords Tens. Comp. Max Web CSI: 0.605 A- B 0 0 F- G 0 -3737 Wgt: 98.0 Ibs B- C 0-2866 G- H 0 -2866 C- D 0 -2866 H- I 0 -2866 VIEW Ver. 18.02.01A.0205.20 D- E 0 -3737 I- J 0 -2866 E-F 0-3744 J -K 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R- Q 1688 0 O- N 3744 0 Q- P 3538 0 N- M 3538 0 P- O 3538 0 M- L 1688 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-R 0 -74 F-N 16 -225 R-B 0 -1817 N-G 510 -84 B-Q 1271 0 G-M 0 -726 C-Q 0 -171 I-M 0 -171 Q-D 0 -726 M-J 1271 0 D-O 510 -84 J -L 0 -1817 O-E 16 -225 K-L 0 -74 William M. Ranieri. PE FI4142704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Iuss Truss Type 75235 FL08A SY42 �---- 2'6" ---� (n'P) 1112X4 A E 1ty 1y I 03/10/2020 1 10435 8'10"4 10'11"12 t 19'11"8 W=3X4 III1.5X4 =3X4 1111.5X4 1111.5X4 =3X4 III1.5X4 1112X4 B C D E F G H I J K R Q P O 1 N M =3X6 W=H0308 =3X3 =3X3 2' Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Load Duration: 1.00 BCDL: NA psf Spacing: 16.0 " MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Plating Notes All plates are 3X8 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 19.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.41" DL: 0.20". Additional Notes + 2x6 continuous strongback. Truss must be installed as shown with top chord up. L =3X6 19'11"8 Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.414 E 564 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.569 E 410 240 R 732/- FT/RT:10(0)/10(10) HORZ(LL): 0.052 L - - L 732 /- /- P P P Plate Type(s): HORZ(TL): 0.071 L - R Brg Width = - Min Req = - WAVE, HS Creep Factor: 2.0 L Brg Width = - Min Req = - Max TC CSI: 0.880 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.915 Chords Tens.Comp. Chords Tens. Comp. Max Web CSI: 0.606 A- B 2 0 F- G 0 -3286 Wgt: 100.8 Ibs B- C 0 -2416 G- H 0 -2416 C-D 0 -2416 H-1 0 -2416 VIEW Vr, 18.02.01A.0205.20 D- E 0 -3286 I- J 0 -; E-F 0 -3293 J -K 2 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R- Q 1236 0 O- N 3293 0 Q- P 3087 0 N- M 3087 0 P- O 3087 0 M- L 1236 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - R 0 - 68 N - G 486 - 60 R- B 0 -1399 G- M 0 - 725 B-Q 1273 0 I-M 0 -174 C-Q 0 -174 M-J 1273 0 Q- D 0- 725 J- L 0 -1399 D-O 486 -60 L-K 0 -10 O-E 6 -214 K-L 0 -58 F-N 6 -214 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 0312012019 9060 75235 FL09 SY42 9 1 f ---- 2'6" (T'P) 97-2 11'3"10 207'4 III1.5X4 =3X8 III1.5X4 =3X4 III1.5X4 1111.5X4 =3X4 W=3X6 1111.5X4 =3X8 III1.5X4 A B C D E F G H I J K R Q P O N M L =3X6 =3X8 W=H0308 =3X3 =3X3 =3X8 =3X6 2' 207'4 Loading Criteria (psrl Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.413 F 597 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 0.569 F 434 240 R 755 /- /- /- /- /- BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): 0.045 L - - L 755 /- /- /- P P EXP: NA Kzt: NA Plate Type(s): HORZ(TL): 0.061 L - - R Brg Width = - Des Ld: 55.00 Min Req = - Mean Height: NA ft WAVE, HS Creep Factor: 2.0 L Brg Width = - Min Req = - NCBCLL: 10.00 TCDL: NA psf Load Duration: 1.00 BCDL: NA psf Max TC CSI: 0.274 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 16.0 " MWFRS Parallel Dist: NA Max BC CSI: 0.387 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: NA ft Max Web CSI: 0.599 A- B 0 0 F- G 0 -3688 Loc. from endwall: NA Wgt: 98.0 Ibs B - C 0-2841 G - H 0 -2841 I: NA GCpi: NA C - D 0-2841 H -1 0 -2841 Wind Duration: NA VIEW Ver. 18.02.01A.0205.20 D - E 0 -3688 I - J 0 -2841 .umber E- F 0 -3695 J- K 0 0 Top chord 4x2 SP 2400f-2.0E Bot chord 4x2 SP 2400f-2.OE Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp. Puriins R- Q 1676 0 O- N 3695 0 In lieu of structural panels or rigid ceiling use purlins Q - P 3501 0 P - 0 3501 0 N - M 3501 0 M - L 1676 0 to laterally brace chords as follows: l Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 20.60 Maximum Web Forces Per Ply (Ibs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24" OC unless shown otherwise above. A-R 0 -74 F-N 21 -227 Hangers / Ties R - B 0 -1803 N - G 496 - 88 (J) Hanger Support Required, by others B - Q 1258 0 G - M 0 -712 C-Q 0 -171 1 - M 0 -171 Deflection Q- D 0 -712 M- J 1258 0 Max JT VERT DEFL: LL: 0.41" DL: 0.19". D - O 496 -88 J - L 0 -1803 O-E 21 -227 K-L 0 -74 Additional Notes + 2x6 continuous strongback. Truss must be installed as shown with top chord up. "WARNING"* Pleaselhvroughtyre, werr;the ArtROOF.TRUSSESt"SELLER flErtl9 ARMS'*ngf.CONDrrlO.NSCUSTOMER BUYER }ACKNQWLEDC�h7F.1iTtam. VenrytlesignperameferaerxiteadnafseonH®sTruecDesigerDrawirig{IOD}endifieSpeaaHyEngsnser.taferencestreetbefcreuse0nlessathervneeafe'fadontheTB4onlyNpine .eormfec plateeShelLieWaediarftia'fO06ebeva5d RsaTrussOesFgnEngureenng[:e Specra3lgtEngneer;;lfies�tunangTpDrepreseirfsanEcoeptgnceafthepr6rsna ateng¢r8e„" respnnelblYiYytorthevesfpofthe sl 6seai<Ihii'ThissfbranyBulld6lgb1he' ' William M. Ranieri. PE .tospchsltityottiieOwnerlheOwn�r`satdbMizeaagentnrBfsBuildrig'Dar,�narinaw`cante�3cfttie�RGYhatBG,IxettiWBingcodearW7Pl1 The"pmvatof,tl�e:'6DD,end�AriyfiC FI#42704 1035 Greenwood Blvd., Suite 173 .aseafdceTrusa,hrlsdlrigfratdrmg;storage,fnetailadoitaaxitigacingffit,611betheteepoiistb1Iltyathesuildfn V"fgnerandC,unhgdw .NnatessatoUt:intheT1 andthepracums'aia:.� �nldednes of The 8umIng Cnmponet(tSatety lnwi4fiatm Ij pukltytted by TPl and =A are referenced Wr general gu4pnce TPi 1'ileflr�es fire raspons€�Ildes sod duties ot:tlte This Deslgnd spealafry Englrwerana Truss MatruFatxuCrr detaaai by Lake Mary, FL 32746 flthor so a,Cbn�act avCeed upon Iri vuggng by ap parGds arrived:: T#te Spaaairy Engmice f.Cs NOT, lTesigneiia Tess SyeteYn Engineer airy f:edr mg All capitifred tams erase defined 6�`iBi 1 ,6ult'dfng :L^op�2(gfitD2Q7&R%i knorTnusSes:Repreduttldt ffitlili.doaedent:Elauylorm.:es,prWitu,e" draiewtn ester;permesai;ar,A`•,1`RcciTOOe .. Job Truss Truss Type Qty Ply 0311012020 75235 FL10 SY42 3 1 soo9 2'6" (n'P) T3"8 9'5" 16"0" 1111.5X4 W=3X4 =3X3 =5X6 =3X3 =3X4 III1.5X4 III1.5X4 =3X4 III1.5X4 =5X6 AB C D E F G H I J K LM CV T S R Q P O N 1�'8 III1.5X4 =3X10 W=3X6 =3X3 =3X3 =3X10 III1.5X4 3"8 2' 3.8 16'10" Loading Criteria (pst Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.256 F 777 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 0.351 F 567 240 A 615 /- /-/- BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): -0.026 L - - M 615 /- /- /- P P Des Ld: 55.00 EXP: NAKzt: NA Plate Type(s): HORZ(TL): 0.036 L - - A Brg Width = 3.0 Min Req = 1.5 Mean Height: NA ft WAVE Creep Factor: 2.0 M Brg Width = Min Req = 1.5 NCBCLL: 10.00 TCDL: NA sf p Max TC CSI: 0627 Bearings A & L are re a rigid surface. Load Duration: 1.00 " BCDL: NA psf . Max BC CSI: 0.651 Maximum To Chord Forces Per p PI Ibs Y ( ) Spacing: 16.0 MWFRS Parallel Dist: NA Max Web CSI: 0.741 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: NA ft Loc. from endwall: NA Wgt: 86.8 Ibs A - B 0 0 G - H 0 -2385 I: NA GCpi: NA B - C 0 -1459 H - I 0 -1457 Wind Duration: NA VIEW Ver: 18.02.01A.0205.20 C - D 0 -1433 I - J 0 - Lumber D- E 0 -1459 J- K 0 -' E - F 0 -23 K - L 0 -i r Top chord 4x2 SP M-30 :T2 4x2 SP #2: F - G 0 -2393 L - M 0 0 Bot chord 4x2 SP #2 :B2 4x2 SP M-30: Webs 42 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins T - S 0 -1 Q - P 2393 0 to laterally brace chords as follows: S - R 2115 0 P - O 2115 0 Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 16.25 R - Q 2115 0 O - N 0 -1 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Additional Notes + 2x6 continuous strongback. T - B 19 0 G - P 0 -187 B - S 1556 0 P - H 487 0 Truss must be installed as shown with top chord up. D-S 0 -251 H-0 0 -710 S-E 0 -708 J-0 0 -251 E- Q 487 0 O- L 1554 0 Q-F 0 -188 L-N 19 0 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply • 175235 I FL11 I SY42 13 1 03/10/2020 9037 �-- 2 6' --{ I (NP) 5'6"8 7-10"6 1 13'8"11 III 1.5X4 = 3X3 =5X6 =3X3 =3X3 III1.5X4 III1.5X4 =3X6 AB C D E F G H I CV t O N M L K J III1.5X4 =3X8 III1.5X4 =3X3 =3X8 III1.5X4 3"8 1 2'2"6 13,81,11 Loading Criteria (psq Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.162 F 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 0.224 F 730 240 A 506 /- /-/- BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): -0.019 1 - - J 499 /- /- /- EXP: NA Kzt: NA Plate Type(s): HORZ(TL): 0.026 1 -. - A Brg Width = 3.0 Min Req = 1.5 Des Ld: 55.00 Mean Height: NA ft WAVE Creep Factor: 2.0 J Brg Width = - Min Req = - NCBCLL: 10.00 TCDL: NA sf p Max TC CSI: 0.612 Bearing A is a rigid surface. Load Duration: 1.00 " BCDL: NA psf Max BC CSI: 0.589 Maximum To Chord Forces Per PI Ibs P Y (Ibs) Spacing: 16.0 MWFRS Parallel Dist: NA Max Web CSI: 0.579 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: NA ft Loc. from endwall: NA Wgt: 71.4 Ibs A- B 0 0 E- F 0 -1591 I: NA GCpi: NA B - C 0 -1141 F - G 0 -1586 Wind Duration: NA VIEW Ver: 18.02.01A.0205.20 C - D 0 -1119 G - H 0 -1071 umber D- E 0 -1141 H -1 0 -1071 Top chord 4x2 SP #2 Bot chord 42 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Webs 42 SP #3 Chords Tens.Comp. Chords Tens. Comp. Purlins O- N 0 -1 L- K 1546 0 N - M 1589 0 K - J 0 0 In lieu of structural panels or rigid,ceiling use purlins M - L 1591 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 13.43 Maximum Web Forces Per Ply (Ibs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24" OC unless shown otherwise above. O-B 23 0 L-G 311 -89 Hangers / Ties B- N 1217 0 G- K 0 -512 (J) Hanger Support Required, by others D - N 0 -245 H - K 0. -201 N-E 0 -569 K-1 1149 0 Additional Notes E - M 68 -17 I - J 0 -489 + 2x6 continuous strongback. F - L 51 - 232 Truss must be installed as shown with top chord up. William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 03/20/2019 75235 FL12 I SY42 16 11 I a 9043 I--- 2'6" (TYP) 5'6"8 710"6 13'8"11 III 1.5X4 =3X3 =5X6 =3X3 =3X3 III1.5X4 1111.5X4 =3X4 AB C D E F G H I H I��III I I% ©ilk O N M L K J 1111.5X4 =3X8 III1.5X4 =3X3 =3X8 III1.5X4 3"8 13'8"11 Loading Criteria (p ri Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code:FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.106 F 999 360 Loc R+ ! R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 0.166 F 985 240 A 506 /- A /- A A BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): -0.015 1 - - J 499 A A A A A EXP: NA Kzt: NA Plate Type(s): HORZ(TL): 0.022 N - - A Brg Width = 3.0 Min Req = 1.5 Des Ld: 55.00 Mean Height: NA ft WAVE Creep Factor: 2.0 J Big Width = - Min Req = - NCBCLL: 10.00 TCDL: NA sf p Max TC CSI: 0.604 Bearing A is a rigid surface. Load Duration: 1.00 " BCDL: NA psf Max BC CSI: 0.509 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 16.0 MWFRS Parallel Dist: NA Max Web CSI: 0.460 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a: NA ft Loc. from endwall: NA Wgt: 79.8 Ibs A- B 0 0 E- F 0 -1209 I: NA GCpi: NA B - C 0 - 865 F - G 0 -1206 Wind Duration: NA VIEW Ver. 18.02.01A.0205.20 C - D 0 -845 G - H 0 Lumber D- E 0 -865 H -1 0 Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp. Purlins O- N 0 -1 L- K 1177 0 N - M 1208 0 K - J 0 0 In lieu of structural panels or rigid ceiling use purlins M - L 1209 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 13.43 Maximum Web Forces Per Ply (Ibs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24" OC unless shown otherwise above. O- B 23 0 L- G 290 - 85 Hangers / Ties B- N 966 0 G- K 0 -410 (J) Hanger Support Required, by others D - N 0 -249 H - K 0 -202 N-E 0 -458 K-1 916 0 Additional Notes E - M 67 -19 1 - J 0 -490 + 2x6 continuous strongback. F - L 50 -222 Truss must be installed as shown with top chord up. 11 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply • 175235 I FL12A I SY42 11 11 03/10/2020 9104 �-- 2'6" --{ (NP) 5'6"8 7'10"6 13'10"3 I III1.5X4 =3X3 =5X6 =3X3 =3X3 III1.5X4 III1.5X4 =3X10 AB C D E F G H I + 77S :,en O N M L K J fj 1111.5X4 =3X8 1111.5X4 =3X3 =3X6 =3X6 3-8 13"0"3 Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code:FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.092 F 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 0.147 F 999 240 A 498 /- /- /-/- BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): -0.014 I - - J 495 /- /- /- EXP: NAKzt: NA Plate Type(s): HORZ(TL): 0.022 N - - A Brg Width = 3.0 Min Req = 1.5 Des Ld: 55.00 Mean Height: NA ft WAVE Creep Factor: 2.0 J Brg Width = 4.0 Min Req = 1.5 NCBCLL: 10.00 TCDL: NA psf Max TC CSI: 0.606 Bearings A & J are a rigid surface. Load Duration: 1.00 BCDL: NA psf Spacing: 16.0 " MWFRS Parallel Dist: NA Max BC CSI: 0.476 Maximum Top Chord Forces Per Ply (Ibs) C&C Dist a: NA ft Max Web CSI: 0.452 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA Wgt: 88.2 Ibs A- B 0 0 E- F 0 -1171 I: NA GCpi: NA B - C 0 -850 F - G 0 -1167 Wind Duration: NA VIEW Ver: 18.02.01A.0205.20 C - D 0 -830 G - H 0 -748 _,umber D- E 0 -850 H -1 0 -748 Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp. Purlins O- N 0 -1 L- K 1132 0 N-M 1170 0 K-J 55 0M In lieu of structural panels or rigid ceiling use purlins - L 1171 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 13.22 Maximum Web Forces Per Ply (Ibs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24" OC unless shown otherwise above. O-B 22 0 L-G 301 -71 Additional Notes B- N 949 0 G- K 0 -436 + 2x6 continuous strongback. D - N 0 -250 H - K 0 -185 Truss must be installed as shown with top chord up. N - E 0 -436 K - 1 806 0 E - M 63 - 22 J -1 46 -142 F - L 40 - 230 I - J 0 - 390 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 03/20/2019 75235 FL13 I SY42 13 1 I 9074 , f—_ 2,6„ (TYP) � .5'3"8 III 1.5X4 1114X6(R) =3X3 =3X3 AB C D E H 7'5" 12'10" �{ =3X3 3X3 III 1.5X4 1114X6(R) F G H I J P O N M L K 1111.5X4 =3X8 1111.5X4 III1.5X4 =3X8 1111.5X4 3"8 2' 3"8 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Load Duration: 1.00 BCDL: NA psf Spacing: 16.0 " MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP 43 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 12.25 Apply puffins to any chords above or below fillers at 24" OC unless shown otherwise above. Additional Notes + 2x6 continuous strongback. Truss must be installed as shown with top chord up. 12"0" Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.088 N 999 360 Loc R+ / R- ! Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.134 N 999 240 A 469/- FT/RT:10(0)/10(10) HORZ(LL): -0.013 1 - - 1 469 /- A/ - Plate Type(s): HORZ(TL): 0.022 O - - A Brg Width = 3.0 Min Req = 1.5 WAVE Creep Factor: 2.0 1 Brg Width = 3.0 Min Req = 1.5 Max TC CSI: 0.557 Bearings A & I are a rigid surface. Max BC CSI: 0.440 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.418 Chords Tens.Comp. Chords Tens. Comp. Wgt: 81.2 Ibs A- B 0 0 F- G 0 -786 B-C 0 -786 G-H 0 -?a7 VIEW18.02.01A.0205.20 C- D 0 -767 H -1 0 D-E 0 -786 I-J 0 E-F 0 -1034 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P-O 0 -1 M-L 1034 0 O-N 1034 0 L-K 0 -1 N - M 1034 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-B 23 0 M-F 66 -36 B- O 878 0 F- L 0 - 369 D-O 0 -241 G-L 0 -241 O- E 0- 369 L -1 878 0 E-N 66 -36 1 - K 23 0 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job • 75235 Truss, FL14 Truss Type SY42 city 3 I 1y 103/10/2020 9031 �- 2'6" —� (TYP) 5'3"8 1114X6(R) AB H 1111.5X4 =3X3 C D 7'5" i12"0" —{ =3X3 =3X3 =3X3 1111.5X4 1114X6(R) E F G H I J P O N M L K 1111.5X4 =3X8 1111.5X4 III1.5X4 =3X8 III1.5X4 3-8 2' 3-8 12'10" Loading Criteria (pso Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph TPI Std: 2014 VERT(LL): 0.088 N 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Rep Factors Used: Yes VERT(CL): 0.134 N 999 240 A 469/- BCDL: 5.00 Category: NA FT/RT:10(0)/10(10) HORZ(LL): -0.013 I - - 1 469 /- /- /- /- P Des Ld: 55.00 EXP: NAKzt: NA Plate Type(s): HORZ(TL): 0.022 O - - A Brg Width = 3.0 Min Req = 1.5 Mean Height: NA ft WAVE Creep Factor: 2.0 I Brg Width = 3.0 Min Req = 1.5 NCBCLL: 10.00 TCDL: NA sf p Max TC CSI: 0.557 Bearings A & I are a rigid surface. Load Duration: 1.00 BCDL: NA psf Spacing: 16.0 " MWFRS Parallel Dist: NA Max BC CSI: 0.440 Maximum Top Chord Forces Per Ply (Ibs) C&C Dist a: NA ft Max Web CSI: 0.418 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA Wgt: 81.2 Ibs A- B 0 0 F- G 0 -786 I: NA GCpi: NA B - C 0 -786 G - H 0 -767 Wind Duration: NA VIEW Ver. 18.02.01A.0205.20 C - D 0 -767 H -1 0 -786 '.umber D- E 0 -786 I- J 0 0 E - F 0 -1034 Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Purlins P - O 0 -1 M - L 1034 0 In lieu of structural panels or rigid ceiling use purlins O - N 1034 0 L - K 0 -1 to laterally brace chords as follows: N - M 1034 0 Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 12.25 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply (Ibs) at 24" OC unless shown otherwise above. Webs Tens.Comp. Webs, Tens. Comp. Additional Notes P - B 23 0 M - F 66 - 36 + 2x6 continuous strongback. B - O 878 0 F - L 0 -369 D - O 0 -241 G - L 0 -241 Truss must be installed as shown with top chord up. O- E 0- 369 L- I 878 0 E-N 66 -36 1 - K 23 0 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type 75235 IAOIG I SPEC Qty IPly I03/20/2019 2 8847 5' 7711 -{- 1175 i- 2'8' 11,515 7711 -{- 5' =5X6 s5X6 3X4 4 � F G 3X4 T =5X8 o6X6 T3 =6X6 =5X8 E H T3 12 6 p O T2 p I T2 e4X6(A1) a m =4X6(Al.) to r� a B K 11 73 q u T S R O P O N M L =H0510 =4X6 03X6 =4X6 =4X4 =3X4 E 8V12 =4X4 =H0510 013X6 SEAT l' TE REQ. SEAT P6�ppTE REQ. �� 497" P 0A '7' S0' 4-7.4 4078 4'7'4 �{ 17529 175 Loading Criteria (pso Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code:FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): 0.430 Q 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: No VERT(CL): 0.863 Q 689 297 B 3905 /- /- /- /2094 /- BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.074 C - - K 3782 /- P P /1989 P Des Ld: 40.00 EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.149 C - Wind reactions based on MWFRS Mean Height: 24.37 ft WAVE, HS Creep Factor: 2.0 B Brg Width = 6.0 Min Req = 1.6 NCBCLL: 0.00 TCDL: 5.0 psf Max TC CSI: 0.774 K Brg Width = 6.0 Min Req = 1.6 Load Duration: 1.25 BCDL: 5.0 sf p Bearings B & K are a rigid surface. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Max BC CSI: 0.995 Bearings B & K require a seat plate. C&C Dist a: 5.00 ft Max Web CSI: 0.777 Loc. from endwall: NA Maximum Top Chord Forces Per Ply (Ibs) Wgt:607.6lbs Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Wind Duration: 1.60 VIEW Ver: 18.02.01 A.0205.20 A - B 26 -22 F - G 1373 - Lumber Wind B - C 1982 -3768 G - H 1464 -' C - D 2686 -5101 H - I 1997 - tii e Top chord 2x4 SP #2 :T2 2x4 SP M-30: Wind loads and reactions based on MWFRS. D - E 1995 -3761 I - J 2698 -5115 :T3 2x4 SP 2400f-2.0E: Bot chord 2x6 SP 2400f-2.0E Left and right cantilevers are exposed to wind E - F 1469 -2760 J - K 2006 -3796 Webs 2x4 SP #3 Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) Nailnote WARNING: Furnish a copy of this DWG to the Chords Tens.Comp. Chords Tens. Comp. min. Nail Schedule:0.131 "x3", min. nails installation contractor. Special care must be taken Top Chord: 1 Row @ during handling, shipping and installation of trusses. "WARNING" B - U 3348 -1754 P - O 3499 -1851 Bot Chord: 1 Row @12.00" o.c. See note below. U -T 3399 -1777 O - N 5190 -2745 Webs : 1 Row @ 4" o.c. T - S 5176 -2734 N - M 5190 -2745 Use equal spacing between rows and stagger nails S - R 5176 -2734 M - L 3426 -1800 in each row to avoid splitting. R - Q 3497 -1849 L - K 3374 -1777 (1)1/2" bolts may be used for Q - P 2589 -1368 (2) 0.131"x3", min. nails on The Bottom Chord Only. Maximum Web Forces Per Ply (Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) C - U 879 -391 P - G 740 - 351 TC: From 62 plf at -1.88 to 62 plf at 5.00 C - T 1805 -964 P - H 613 -1153 TC: From 61 plf at 5.00 to 61 plf at 45.00 T - D 411 - 646 H - O 831 - 379 TC: From 62 plf at 45.00 to 62 plf at 50.00 D - R 945 -1786 0-1 954 -1799 BC: From 20 plf at 0.00 to 20 plf at 50.00 BC: 1752 lb Conc. Load at 4.60,45.40 R - E 837 - 381 I - M 408 - 641 E - Q 611 -1153 M - J 1792 - 952 Purlins F - Q 726 -345 L - J 892 -403 F-P 26 -12 in lieu of structural panels or rigid ceiling use purlms to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 5.00 12.22 TC 24 23.67 26.33 TC 24 37.78 45.00 BC 111 0.21 49.79 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 175238 I A02 I SPEC 11 11 03/20/2019 8903 i T i— 8711 {� 9191.5 919"5 — -i 8 2"11 —i— T --{ 12 4 p =4X4 =H0510 =6X8 =6X8 =H0510 =4X4 SEAT2VE REQ. SEAT PLATE REQ. 49,7" 4�� Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 24.59 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf . Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h C&C Dist a: 5.00 ft Loc. from endwall: not in 13.0( GCpi: 0.18 Wind Duration: 1.60 umber Top chord 2x4 SP 42 :T2 2x4 SP M-30: :T3 2x4 SP 2400f-2.0E: Bot chord 2x6 SP #2 :B2, B3 2x6 SP 2400f-2.OE: Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.00 15.22 TC 24 34.78 43.00 BC 57 0.21 49.79 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 50, Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.482 P 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.973 P 611 297 B 2156 A /- /1354 /1140 /343 FT/RT:10(0)/10(10) HORZ(LL): 0.105 C - - L 2033 /- /- /1201 /1060 /- Plate Type(s): HORZ(TL): 0.213 C - - Wind reactions based on MWFRS WAVE, HS Creep Factor: 2.0 B Brg Width = 6.0 Min Req = 2.5 Max TC CSI: 0.846 L Brg Width = 6.0 Min Req = 2.4 Max BC CSI: 0.983 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Max Web CSI: 0.991 Maximum Top Chord Forces Per Ply (Ibs) t Wgt:291.2lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 18.02.01A.0205.20 A - B 52 0 G - H 3106 -4005 B - C 2855 -3916 H -1 4950 -6478 C - D 2749 -3537 I - J 4545 -6016 D - E 4462 - 6002 J - K 2796 - 3574 E - F 4841 - 6464 K -L 2923 - 3954 F - G 3083 -4005 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 3421 - 2380 P - O 4705 - 3274 T - S 4878 -3436 O - N 4901 -3496 S - R 4878 - 3436 N - M 4901 - 3496 R - Q 4701 -3246 M - L 3457 -2425 Q - P 4701 - 3246 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - T 1389 - 883 P - H 1199 -1367 T - D 1413 -1814 H - O 2006 -1505 D - R 1492 -1036 1-0 1869 -2273 R - E 1830 -2267 O - J 1479 -1001 R - F 1993 -1439 J - M 1346 -1795 F - P 1166 -1361 M - K 1397 - 903 G - P 2211 -1628 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job 75235 Truss Truss Type A03 (SPEC Qty Ply 03/20/2019 1 1 8885 i— 9' 9711 --- 1— 6-9"5 i 6'9"5 i 9711 { 9' �{ 12 4 p = T _ G---5X6 o5X6 4X4 =3X4 �SX6 12 D E F H_ I J vT 6 C M �1.5X4 (a (a) (a) (a (a) K 01.5X4 o 11io5X6(A9R)13 L,—, � A T S R Q P 0 N M =4X8 =6X6 3X4 =6X6=4X8 =3X4 -6X6 m4X8 v o co5X6(A9R) 1 SEAT22ATE REQ. SEAT PJATE REQ. 49'7" 4 i� pot _ 50' Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL; 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): 0.472 P 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.954 P 623 297 B 2158 /- /- /1371 /654 /350 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.109 D - - L 2036 /- /- /1218 /593 P EXC : NA Des Ld: 40.00 Plate Type(s): () HORZ TL : 0.221 D - - Wind reactions based on MWFRS Mean Height: 24.59 ft WAVE Creep Factor: 2.0 B Brg Width = 6.0 Min Req = 2.5 NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.903 L Brg Width = 6.0 Min Req = 2.4 Load Duration: 1.25 BCDL: 5.0 psf " Max BC CSI: 0.956 Bearings B & L are a rigid surface. Spacing: 24.0 MWFRS Parallel Dist: h to 2h Bearings B & L require a seat plate. C&C Dist a: 5.00 ft Max Web CSI: 0.779 Loc. from endwall: not In 13.00 ft Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Wgt: 296.8 Ibs Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 VIEW Ver: 18.02.01A.0205.20 A - B 52 0 G - H 3219 - Lumber B - C 2982 -3929 H -1 4052 -> F Top chord 2x4 SP #2 C - D 2862 -3702 I - J 2658 -3341 Bot chord 2x6 SP #2 D - E 2651 -3317 J - K 2872 -3730 Webs 2x4 SP #3 E - F 4062 -5138 K - L 2998 -3963 F - G 3208 -4014 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Chords Tens.Comp. Chords Tens. Comp. Purlins B - T 3444 -2535 P - 0 5187 -3735 In lieu of structural panels or rigid ceiling use purlins T - S 4376 -3156 O - N 4391 -3147 to laterally brace chords as follows: S - R 4376 -3156 N - M 4391 -3147 Chord Spacing(in oc) Start(ft) End(ft) R - Q 5180 -3744 M - L 3479 -25M TC 24 9.00 18.22 Q - P 5180 - 3744 TC 24 31.78 41.00 BC 70 0.21 49.79 Maximum Web Forces Per Ply (Ibs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24" OC unless shown otherwise above. C - T 378 -235 P - H 1388 -1718 Wind D-T 1405 -1024 H-0 668 -642 Wind loads based on MWFRS with additional C&C T - E 1265 -1499 0-1 1085 -790 member design. E - R 1097 -825 I - M 1234 -1487 Left and right cantilevers are exposed to wind R - F 680 -647 M - J 1423 -1047 F - P 1382 -1710 M - K 395 -251 Additional Notes G - P 2044 -1469 WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses See "WARNING" note below. William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply r 75235 A04 SPEC 1 1 r 11' 10711 3-9"5 — - 3-9"5 10'2"11 12 4 p 03/20/2019 1 -.,... =5XR -.,.. =3X8 =5X8 =5X6 =5X8 SEAT2rE REQ. � 49'7° 50' Loading Criteria (psi Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 24.59 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: h to 2h C&C Dist a: 5.00 ft Loc. from endwall: not in 13.0 GCpi: 0.18 Wind Duration: 1.60 ,umber Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 21.22 TC 24 28.78 39.00 BC 78 0.21 49.79 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. =5X6 11' -{ 8888 0 I 4X6(A1) SEAT Pj, TE REQ. Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code:FBC 2017 RES PP Deflection in loc Udell Lt4 Gravity Non -Gravity TPI Sid: 2014 VERT(LL): 0.416 H 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.842 H 706 297 B 2161 /- /- /1391 /653 /356 FT/RT:10(0)/10(10) HORZ(LL): 0.100 D - - L 2038 /- /- /1238 /606 P Plate Type(s): HORZ(TL): 0.202 D - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 B Brg Width = 6.0 Min Req = 2.5 Max TC CSI: 0.931 L Brg Width = 6.0 Min Req = 2.4 Max BC CSI: 0.983 Bearings B & L are a rigid surface. Max Web CSI: 0.991 Bearings B & L require a seat plate. t Maximum Top Chord Forces Per Ply (Ibs) Wgt:309.4lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 18.02.01A.0205.20 A - B 52 0 G - H 3844 -4780 B - C 2911 -3872 H - I 3549 -4461 C - D 2757 - 3572 I - J 2560 - 3190 D - E 2560 - 3173 J - K 2759 - 3594 E - F 3582 -4459 K - L 2919 -3898 F - G 3879 -4778 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 3383 -2456 P - O 3709 -2566 S - R 3972 -2816 O - N 3982 -2801 R - Q 3972 -2816 N - M 3982 -2801 Q - P 3709 - 2566 M - L 3410 - 2467 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - S 464 - 329 G - O 1582 -1251 D - S 1330 - 948 H - O 1527 -1732 S - E 1058 -1189 0-1 712 - 505 E - Q 724 - 539 1 - M 1029 -1178 Q - F 1537 -1731 M - J 1343 - 972 Q - G 1578 -1252 M - K 477 - 341 e William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 is Lake Mary, FL 32746 Job I russ Truss Type Qty Ply 0312012019 75235 A05 SPEC 1 I 1 I �k ages i- 13' i11711 �TI 11711 i13' M 1W 12 4 p E5X10(SRS) a 5X8 E F_ G H 1=5X6 J K TT 6 D 12 — �4X6 y g3X4C (a) \\\(a) >3X4 o i� o-5X6(A9R) B M A W V U T S R Q P O N =5X6=3X4 =3X10=7X10=4X4 —=3X10 =3X4=5X6 T a 0 m Zz5X6(A9R) 1 SEAT2aATE REQ. SEAT PLATE REQ. A 49'7" 4� I1 o1 'I' 50' Loading Criteria (P50 Wind Criteria Code / Misc Criteria DeflICSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Code:FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): 0.333 1 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.675 1 881 297 B 2163 /- /- /1415 /668 /363 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.087 N - - M 2041 /- /- /1262 /620 P EXP: C Kzt: NA Des Ld: 40.00 Plate Type(s): HORZ(TL): 0.176 N Wind reactions based on MWFRS Mean Height: 24.59 ft WAVE Factor: 2.0 B Brg Width = 6.0 Min Req = 2.6 NCBCreep : BCDL: 5.0 psf Max TC CSI: 0.836 M Brg Width = 6.0 Min Req = 2.4 Load Du Duration: Load Duration: 1.25 BCDL: 5.0 psf " Max BC CSI: 0.995 Bearings B & M are a rigid surface. Spacing: 24.0 MWFRS Parallel Dist: h to 2h Bearings B & M require a seat plate. C&C Dist a: 5.00 ft Max Web CSI: 0.984 Loc. from l: not in 13.00 ft Maximum Top Chord Forces Per Ply (Ibs) Wgt: 341.6 Ibs Chords Tens.Comp. Chords Tens. Comp. GCpi: i: 0.1.18 Wind Duration: 1.60 VIEW Ver. 18.02.01A.0205.20 A - B 52 0 G - H 3131 Lumber B - C 2702 -3909 H - I 3108 - Top chord 2x4 SP #2 C - D 2517 - 3418 I - J 2800 - Bot chord 2x6 SP #2 D - E 2538 -3381 J - K 2800 -3628 Webs 2x4 SP #3 E - F 2823 -3625 K - L 2516 -3449 F - G 2823 -3625 L - M 2761 -3995 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes B - W 3414 -2271 R - Q 3865 -2488 All plates are 1.5X4 except as noted. W - V 3411 - 2273 Q - P 3001 -1887V - U 3411 -2273 P - O 3506 -2346 Purlins U - T 2981 -1885 O - N 3506 -2346 In lieu of structural panels or rigid ceiling use purlins T - S 3863 -2499 N - M 3509 -2343 to laterally brace chords as follows: S - R 3741 -2397 Chard Spacing(in oc) Start(ft) End(ft) TC 24 13.00 24.22 Maximum Web Forces Per Ply (Ibs) TC 24 25.78 37.00 Webs Tens.Comp. Webs Tens. Comp. BC 82 0.21 49.79 Apply purlins to any chords above or below fillers W - C 246 0 H - R 1075 - 900 at 24" OC unless shown otherwise above. C - U 468 -518 I - R 930 -990 E - U 457 -233 I - Q 286 -361 Wind E - T 982 - 744 J - Q 401 - 358 Wind loads based on MWFRS with additional C&C F - T 412 -370 Q - K 957 -718 member design. T - G 305 - 364 K - P 458 -193 Left and right cantilevers are exposed to wind G - S 917 -981 P - L 526 -565 S- H 1063 - 892 L- N 236 0 Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 } 1Job Truss Truss Type Qty Ply 75235 I A06G I MONO 2 2 03/20/2019 8838 �I-- d7 1.46, g#T♦ 40102-1M213'2�06'fi1 1 11401{T'36" 314# p 7•# 140'8722'--2'-2'+14'0'822, T 14'4'8 211'3'� 14'4'6 'I �3x4o .4X6 R m3X6 DT 3'9'9 ®3X8 SX6 -4X4 -4X6 03X4- -3X8 BUS E H 1 J® %4 KL M N• w3X40 Q S AK ®W a 5x6 AU 5X8( BG %H0510(") A exe( ^)" AT(^) X4^ BD P /H0510(^) F 12 A A AW g E-1 /3X6 D a) �3R6 /3X48 C (") (a) ws ws 5�axa W3 JIIS o4X6(A1) A T AJ AI AH AG AFAE AD AC ABA AA 2 gE Y X W Vn U -4X6-5x6 14X6(R1-3X4-8XS-5X6 74X4(R) -5X10 oSXfi o8X8-3X404X8(R) SEAT PLATE REQ. SEAT PLATE REQ. 10,10,10 j - 776 13' 18'38 9. 50' 14'611 20'11'14 14'6'1 �{ 68Bf 3214# Loading Criteria (pat) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 27.17 ft NCBCLL: 0.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.00 ft Loc. from endwall: not in 72.0( GCpi: 0.18 Wind Duration: 1.60 .umber Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #3 :W3 2x6 SP #2: :W5 2x4 SP M-30: :W12 2x8 SP 2400f-1.8E: Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 5.75" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (2) 0.131"x3", min. nails on The Bottom Chord Only. Special Loads --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at 0.00 to 62 plf at 50.00 BC: From 20 plf at 0.00 to 20 pif at 50.00 TC: 947 lb Conc. Load at 14.04,35.96 TC: 487 lb Conc. Load at 14.96,35.04 TC: 314 lb Conc. Load at 16.96,33.04 TC: 369 lb Conc. Load at 18.96,31.04 TC: 440 lb Conc. Load at 20.96,29.04 TC: 2661 lb Conc. Load at 22.94,27.06 TC: 1028 lb Conc. Load at 25.00 BC: 3214 lb Conc. Load at 14.51 BC: 688 lb Conc. Load at 35.49 Code / Misc Criteria Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): -0.070 L 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: No VERT(CL): 0.127 L 999 240 A 50 /-159 /421 /56 /68 /485 FT/RT:10(0)/10(10) HORZ(LL): -0.018 Q - - AI 3329 /- /- /- /2121 /- Plate Type(s): HORZ(TL): 0.021 H - - AE 7261 /- /- /- /4506 /- WAVE, HS Creep Factor: 2.0 BE 8199 /- /- /- /6018 /- Max TC CSI: 0.733 T 748 /- /- /- /582 /- Max BC CSI: 0.451 Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 Max Web CSI: 0.942 All Brg Width = 8.5 Min Req = 2.0 t Wgt: 1215.2 Ibs AE Brg Width = 12.0 Min Req = 4.3 BE Brg Width = 12.0 Min Req = 4.8 VIEW Ver: 18.02.01A.0205.20 T Brg Width = 6.0 Min Req = 1.5 Plating Notes Bearings A, Al, AE, BE, & T are a rigid surface. All plates are 1.5X4 except as noted. Bearings Al & T require a seat plate. 9 prequire special positioning. Refer to Maximum Top Chord Forces Per Ply (Ibs) scaled scaled plateate plot details for.special positioning p requirements. Chords Tens.Comp. Chords Tens. Comp. Purlins A - B 342 -263 K - L 153 -256 B - C 435 - 315 L - M 160 -263 In lieu of structural panels or rigid ceiling use purlins C - D 467 -342 M - N 160 -263 to laterally brace chords as follows: D - F 326 -362 N - O 203 -272 Chord Spacing(in oc) Start(ft) End(ft) E - G 90 -49 O - Q 59 -42 TC 24 14.38 35.63 BC 120 0.15 49.79 G - H 138 -216 P - R 276 -212 Apply purlins to any chords above or below fillers H - 1 140 -225 R - S 304 -224 at 24" OC unless shown otherwise above. 1-1 140 -225 S - T 549 -627 J - K 153 -256 Wind Wind loads and reactions based on MWFRS. Right cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes The maximum horizontal reaction is 421# WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -AJ 81 - 79 AB -AA 883 - 507 AJ-AI 80 - 80 AA- Z 353 -175 AI-AH 99 - 91 Z - Y 283 - 234 AH-AG 99 - 91 Y - X 118 -152 AG-AF 493 - 316 X - W 145 - 200 AF-AE 259 -175 W - V 537 -475 AE-AD 139 -90 V - U 537 -475 AD -AC 553 - 324 U - T 539 - 474 AC -AB 883 -507 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AJ- B 93 0 AT -AA 243 - 349 B -AI 144 -256 AT -AV 240 - 378 Al- D 963 -1428 J -AU 18 -10 D -AG 1097 - 650 AA-AX 1787 -1118 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 175235 A07 I MONO 12 11 03/1012020 8722 .7 SEAT PL .Rlffl. 13'2'13 1—�'7 I-1Y0'8 1 13'0'4 Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 24.81 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 .umber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 114 0.15 14.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. 1'4'4 14'48 Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.016 1 999 360 Loc R+ / R- / Rh / Rw / U / RL B 663 /- /- /776 /391 /378 Rep Factors Used: Yes VERT(CL): 0.023 1 999 240 FT/RT:10(0)/10(10) HORZ(LL): 0.0091 - - J 638 /- /- /677 /367 /- Plate Type(s): HORZ(TL): 0.015 1 - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 B Brg Width = 3.5 Min Req = 1.5 Max TC CSI: 0.557 J Brg Width = 8.5 Min Req = 1.5 Max BC CSI: 0.987 Bearings B & J are a rigid surface. Max Web CSI: 0.620 Bearing J requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt:74.2lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A- B 52 0 D- E 61 -241 B - C 725 - 726 E - F 0 - 38 C - D 26 -254 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Left bottom chord exposed to wind. Blocking Full Height Blocking reinforcement required to prevent buckling of members over the bearings: bearing 2 located at 12.53' Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- I 630 - 902 H- G 0 0 I- H 622 -891 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - C 573 - 698 E - H 452 - 220 C - H 1077 - 752 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job 75235 Truss A07A Truss Type MONO Qty 2 I ,y 103/19/2019 8598 { Loading Criteria (P5o TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 T_ r 14'4 8 n i anv SEy'[pLATE RED. 41 P 14'2' 14'4.8 Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 109 0.21 14.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind n Code / Misc Criteria Def11CS1 Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.021 F 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.043 F 999 240 A 601 /- /- /407 /108 /348 FT/RT:10(0)/10(10) HORZ(LL): 0.008 E - - E 583 /- /- /462 /283 /- Plate Type(s): HORZ(TL): 0.017 E - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 A Brg Width = 6.0 Min Req = 1.5 Max TC CSI: 1.000 E Brg Width = - Min Req = - Max BC CSI: 0.979 Bearing A is a rigid surface. Max Web CSI: 0.320 Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt:74.2lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A - B 275 -919 C - D 88 B - C 20 -204 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - F 767 - 631 F - E 763 - 632 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. F-B 343 0 D-E 316 -197 B - E 686 - 828 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 1Job Truss Truss Type 75235 A08 MONO Qty Ply 10311912019 8 1 s7oo :5 14'4'8 acner jREQ. 14' I-1'1o'8 1 13'10'12 P q Loading Criteria (psf) Wind Criteria Code / Misc Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES TCDL: 10.00 Speed: 165 mph TPI Std: 2014 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) EXP: C Kzt: NA Plate Type(s): Des Ld: 40.00 Mean Height: 24.81 ft WAVE NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 .umber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 14.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Left bottom chord exposed to wind. Blocking Full Height Blocking reinforcement required to prevent buckling of members over the bearings: bearing 2 located at 13.50' 14'4'8 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Gravity Non -Gravity VERT(LL): 0.021 1 999 360 Loc R+ / R- / Rh / Rw / U / RL B 704 /- !- /817 /412 /378 VERT(CL): 0.028 1 999 240 HORZ(LL): 0.008 H - - H 597 P /- /679 /367 /- HORZ(TL): 0.012 1 - - Wind reactions based on MWFRS Creep Factor: 2.0 B Brg Width = 3.5 Min Req = 1.5 Max TC CSI: 0.697 H Brg Width = 6.0 Min Req = 1.5 Max BC CSI: 0.998 Bearings B & H are a rigid surface. Max Web CSI: 0.858 Bearing H requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt:74.2lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A - B 52 0 D - E 68 -188 B-C 883 -830 E-F 0 -13 C-D 17 -201 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- I 734 -1052 H- G 0 0 I - H 724 -1040 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - C 613 - 748 E - H 328 -183 C - H 1206 - 841 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 JOB 75235 I Russ A08A I cuss Type Qty Ply 10311912019 MONO 2 1 8595 ,a r Loading Criteria (pst TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " -5 Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph , Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP M-30 :T2 2x4 SP #2: Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.21 14.38 Apply puriins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 14'4'8 D 14'4"8 1 Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.005 F 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.010 F 999 240 A* 134 /- /- /95 /32 /53 FT/RT:10(0)/10(10) HORZ(LL): -0.004 D - - E 310 /- /- 1254 1183 /- Plate Type(s): HORZ(TL): 0.007 F - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 A Brg Width = 78.0 Min Req = - Max TC CSI: 0.880 E Brg Width = - Min Req = - Max BC CSI: 0.647 Bearing A is a rigid surface. Max Web CSI: 0.193 Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt:74.2lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A- B 39 -317 C- D 86 B - C 19 -202 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - F 122 - 260 F - E 133 - 270 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. F-B 481 -436 D-E 310 -192 B - E 293 -144 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 TIJob Truss Truss Type 75235 IA10 SPEC City Ply 103/20/2019 1 1 8938 13' 11711 - 171 11711 i13' 12 4 p TT o r• �33-3XA6(A1) B ,2 6 � �4X6(`� E p 1111.5X4=5X10(SRS) III1.5X4 F G H I J=5X6 K \(a)(a) (a) =- L M N=3X6(A1) T v o I.0 Y X W V- U =bxdT S R Q P O L 1112X41114X6(R)=4X6 =5X8 =4X4 =3X8 =4X6 III1.5X4 SEAT PLATE REQ. SEAT PIp�TE REQ. 9'1 "8 40'8" A $�- 50' Loading Criteria (ps Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): 0.177 K 999 360 Loc R+ / R- ! Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.360 K 999 244 'B 226 /-306 /- /467 /276 /363 BCDL: 10.00 Risk Category: II FTIRT:10(0)/10(10) HORZ(LL): 0.046 O - - X 2680 /- /- /1687 /931 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.094 O - - N 1568 /- /- /1044 /481 /- Des Ld: 40.00 Mean Height: 24.59 ft WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 sf p Max TC CSI: 0.968 B Brg Width = 3.5 Minin Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf X Brg Width = 6.0 Min Req = 3.2 Spacing: 24.0 " MWFRS Parallel Dist: h to 2h Max BC CSI: 0.997 N Brg Width = 6.0 Min Req = 1.8 C&C Dist a: 5.00 ft Max Web CSI: 0.967 Bearings B, X, & N are a rigid surface. Loc. from endwall: not in 13.00 ft Wgt: 324.8 Ibs Bearings X & N require a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. umber Additional Notes A - B 52 0 H -1 1766 -2078 Top chord 2x4 SP #2 Negative reaction(s) of -306# MAX. from a non -wind B - C 1081 -729 I - J 1854 -2176 Bot chord 2x4 SP #2 load case requires uplift conriection. See Maximum Webs 2x4 SP #3 Reactions. C - D 1145 -621 J - K 1878 -2261 Bracing WARNING: Furnish a copy of this DWG to the D - E 1151 -614 E - F 427 -354 K - L 1878 -2261 L - M 1788 -2370 . (a) Continuous lateral restraint equally spaced on installation contractor. Special care must be taken during handling, shipping and installation of trusses. F - G 1213 -1336 M - N 2016 -2917 G - H 1213 -1336 member. See "WARNING" note below. Plating Notes All plates are 3X4 except as noted. (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 24.22 TC 24 25.78 37.00 BC 67 0.15 49.79 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to wind Left bottom chord exposed to wind. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - Y 760 - 925 T - S 1961 -1162 Y - X 758 - 929 S - R 2081 -1263 X - W 875 - 948 R - Q 2036 -1236 W - V 875 - 948 Q - P 2531 -1687 V - U 304 -103 P - O 2531 -1687 U - T 1975 -1177 O - N 2533 -1685 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Y - C 555 - 683 T - I 129 - 235 C - X 977 -713 I - S 1062 -894 X - E 1526 -2208 J - S 934 -995 E - V 1928 -1286 J - R 277 -191 F - V 1046 -1398 K - R 405 - 362 F - U 1628 -1182 R - L 346 - 290 G-U 414 -373 L-Q 441 -181 U - H 721 - 985 Q - M 524 - 556 H- T 267 - 50 M- O 243 0 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 JOD 75235 truss A11 I russ I ype SPEC Qty Ply 103120/2019 1 1 8928 r r TT F o T� 10'2"11 — i 375 --}— 3-9"5 --1 10711 11' —{ 12 4 p SEAT PLATE REQ. SEAT PLATE REQ. i 911"8 i 40'8" 10"$ I' 50, Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): 0.186 1 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.378 1 999 244 B 135 /-472 /- /507 /306 /356 BCDL: 10.00 Risk Category: 11 FT/RT:10(0)/10(10) HORZ(LL): 0.038 N - - U 2893 /- /- /1745 /1030 P EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.077 N - - M 1530 P /- /1000 /449 P Des Ld: 40.00 Mean Height: 24.59 ft WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.858 B Brg Width = 3.5 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf U Brg Width = 6.0 Min Req = 3.4 Spacing: 24.0 " MWFRS Parallel Dist: h to 2h Max BC CSI: 0.979 M Brg Width = 6.0 Min Req = 1.8 C&C Dist a: 5.00 ft Max Web CSI: 0.799 Bearings B, U, & M area rigid surface. Loc. from endwall: not in 13.00 ft Wgt: 287.0 Ibs Bearings U & M require a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Cc Lumber A - B 52 0 G - H 1685 - Tap chord 2x4 SP #2 B - C 1428 -1085 H - I 2309 - 2691 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 C - D 1546 -1160 I - J 2102 - 2492 D - E 535 -292 J - K 1788 -2138 Bracing E-F 455 -216 K-L 1917 -2434 (a) Continuous lateral restraint equally spaced on F - G 1518 -1777 L - M 2054 -2740 member. Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. ' Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B - U 1063 -1237 Q - P 1815 -1140 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) U - T 1227 -1253 P - O 2470 -1691 TC 24 11.00 21.22 T - S 830 -400 O - N 2470 -1691 TC 24 28.78 39.00 S - R 830 -400 N - M 2366 -1691 BC 74 0.15 49.79 R - Q 1815 -1140 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C C - U 443 -353 R - H 94 -93 member design. U - D 1967 -2453 H - P 1412 -1130 Right cantilever is exposed to wind D - T 2098 -1545 1- P 1051 -1085 Left bottom chord exposed to wind. E - T 398 -444 P - J 116 -36 T - F 1561 -1898 J - N 506 -499 Additional Notes F - R 1426 -1039 N - K 848 - 603 Negative reaction(s) of -472# MAX. from a non -wind R - G 850 -847 N - L 486 - 354 load case requires uplift connection. See Maximum Reactions. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 ;IJob Truss Truss Type 75235 IA12 I SPEC Qty Ply 103/20/2019 1 1 ss�s 9' 9711 i 675 i 675 }- 9711 -} 9' 12 4 p =3X4 =4X6 =3X8 L =3X6(A1) SEAT PLATE REQ. SEAT PLATE REQ. �— s 1 ^s 1 ao s^ 4 P oA so' Loading Criteria (pst Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl U# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): 0.206 H 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.418 H 999 243 B 23 A697 A 1538 /429 /350 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.041 M - - T 3171 P P 11847 /1089 P EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.084 M - - L 1467 P P /946 /422 P Des Ld: 40.00 Mean Height: 24.59 ft WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 sf p Max TC CSI: 0.974 B Brg Width = 3.5 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf " Max BC CSI: 0.997 T Brg Width = 6.0 Min Req = 3.7 Spacing: 24.0 MWFRS Parallel Dist: h to 2h L Brg Width = 6.0 Min Req = 1.7 C&C Dist a: 5.00 ft Max Web CSI: 0.707 Bearings B, T, & L are a rigid surface. Loc. from endwall: not in 13.00 ft Wgt: 267.4 Ibs Bearings T & L require a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 52 0 G - H - 1780 Top chord 2x4 SP #2 B - C 1918 -1379 H - I 2375 -2855 375 855 Bot chord 2x4 SP M-30 :B2, B3 2x4 SP #2: C - D 2030 -1482 I - J 1806 -2163 Webs 2x4 SP 43 D - E 1845 -1314 J - K 1947 - 2436 Bracing E - F 1023 -1077 K - L 2047 -2668 (a) Continuous lateral restraint equally spaced on F - G 1572 -1780 member. Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B - T 1328 -1672 P - O 2858 -2030 to laterally brace chords as follows: Chord Spacing(in oc) S End(ft) T - S 363 -269 O - N 2647 -1884 9.00 TC 24 9.00 18.22 S - R 363 -269 N - M 2647 -1884 TC 24 31.78 41.00 R - Q 1154 - 734 M - L 2310 -1701 BC 63 0.15 49.79 Q - P 1154 - 734 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C C - T 469 -363 P - H 1207 -1477 member design. D - T 822 -1025 H - O 238 -62 Right cantilever is exposed to wind T - E 1873 -2320 0-1 301 -192 Left bottom chord exposed to wind. E - R 1855 -1374 I - M 625 -691 R - F 1097 -1205 M - J 865 - 646 Additional Notes F - P 588 -373 M - K 404 -257 Negative reaction(s) of -697# MAX. from a non -wind G - P 665 -434 load case requires uplift connection. See Maximum Reactions. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. e William M. Ranieri. PE � FI#42704 i 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 JOD 75235 1 russ i russ i ype A13 SPEC 1ty 1y 103/20/2019 1 8916 F 7 i 7' 8711 i 9'9"5 9.9"5i 8'2"11 'i— 7' 12 =5X8 =4X8 6 C D B 11115X4 1114X6(R) S4X6 =6X10 SEAT PLATE REQ. 12 4 p G=5X6 F HZ�34X6 =3X4 izz5X6 I�cva J K CX6B3 3X8 =4==4CX10 =H0308 =3X4 P0"i '1' 50' SEAT P"TE REQ. 40'8' Loading Criteria (psrl Wind Criteria - Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): 0.273 1 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.549 1 891 244 B 48 /-694 /- /500 /422 /343 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.036 M - - T 3126 /- /- /1827 /1579 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.072 M - - L 1480 /- /- /935 /771 /- Des 40.00 Mean Height: 24.59 ft WAVE, HS Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.947 B Brg Width = 3.5 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf " Max BC CSI: 0.976 T Brg Width = 6.0 Min Req = 3.7 Spacing: 24.0 MWFRS Parallel Dist: h/2 to h L Brg Width = 6.0 Min Req = 1.7 C&C Dist a: 5.00 ft Max Web CSI: 0.866 Bearings B, T, & L are a rigid surface. Loc. from endwall: not in 13.00 ft Wgt: 266.0 Ibs Bearings T & L require a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) : -- Wind Duration: 1.60 VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Cc Lumber A - B 52 0 G - H 1527 Top chord 2x4 SP #2 :T1 2x4 SP M-30: B - C 1929 -1298 H - I 3097 -3908 Bot chord 2x4 SP #2 :B3 2x4 SP M-30: Webs 2x4 SP #3 :W3 2x4 SP #2: C - D 2262 -1460 1-1 2810 -3610 D - E 537 -521 J - K 1938 -2387 Bracing E - F 678 -617 K - L 1998 -2690 (a) Continuous lateral restraint equally spaced on F - G 1510 -1821 member. Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B - U 1308 -1691 Q - P 1442 - 890 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) U - T 1309 -1684 P - O 2510 -1686 TC 24 7.00 15.22 T - S 1626 -2106 O - N 3112 -2199 TC 24 34.78 43.00 S - R 1626 -2106 N - M 3112 -2199 BC 45 0.15 49.79 R - Q 1442 - 890 M - L 2319 -1604 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C C - U 510 -644 G - P 829 -627 member design. C - T 1336 -1341 P - H 1079 -1198 Right cantilever is exposed to wind T - D 1547 -1951 H - O 1669 -1269 Left bottom chord exposed to wind. D - R 3054 -2193 1-0 1295 -1474 R - E 595 -500 O - J 667 -424 Additional Notes R - F 941 -1308 J - M 761 -991 Negative reaction(s) of -694# MAX. from a non -wind F - P 368 -101 M - K 823 -468 load case requires uplift connection. See Maximum Reactions. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Truss Truss Type Qty Ply "IJob 75235 A14G (SPEC 1 2 03/20/2019 8900 T L 367# 137gyyy �^ 5'0"6 ^�-0 6% 4211"4 �-- S --1 T2"11 + 1 TF5 r 2'8" T 11'515 i T2"11 i 5' 12 4 p G H 143X4 41) m3X4 M 1.5X4 m4X6 m4X4m4X6 m4X4 m3X4 m5X12 m3X4 mH0510 M4X4 SEAT PLATE REQ. SEAT PLATE REQ. 9'1.8 4018" 4iS PO"5 50' i 219# Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 24.37 ft NCBCLL: 0.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 -_.umber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B4 2x6 SP #2: Webs 2x4 SP #3 :W3 2x6 SP 42: Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC: From 62 plf at -1.88 to 62 plf at 5.00 TC: From 61 plf at 5.00 to 61 plf at 45.00 TC: From 62 plf at 45.00 to 62 plf at 50.00 BC: From 20 plf at 0.00 to 20 plf at 50.00 TC: 367 lb Conc. Load at 5.03 TC: 137 lb Conc. Load at 7.06 BC: 219 lb Conc. Load at 5.03 BC: 93 lb Conc. Load at 7.06 BC: 1476 lb Conc. Load at 45.40 Plating Notes All plates are 5X6 except as noted. Wind Wind loads and reactions based on MWFRS. Right cantilever is exposed to wind Left bottom chord exposed to wind. 38'4" 474 -+{ 1476# Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.234 J 999 360 Loc R+ / R- / Rh / Rw / U / RL B 169 /-492 /- /13/- Rep Factors Used: No VERT(CL): 0.470 J 999 245 FT/RT:10(0)/10(10) HORZ(LL): 0.042 G - - V 3935 /- P P /2289 P Plate Type(s): HORZ(TL): 0.084 G L 2777 P /- P 11490 P WAVE, HS Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.938 B Brg Width = 3.5 Min Req = 1.5 Max BC CSI: 0.988 V Brg Width = 6.0 Min Req = 2.3 Max Web CSI: 0.646 L Brg Width = 6.0 Min Req = 1.6 Bearings B, V, & L are a rigid surface. Wgt: 586.6 Ibs Bearings V & L require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 5.00 12.22 TC 24 23.67 26.33 TC 24 37.78 45.00 BC 78 0.15 49.79 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. A - B 26 -22 G - H 587 -1112 B - C 696 -285 H - I 643 -1196 C - D 1747 - 944 I - J 1080 - 2018 D - E 625 - 355 J - K 1706 - 3210 E - F 395 -751 K -L 1467 -2717 F - G 564 -1050 Additional Notes Negative reaction(s) of -492# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - W 234 - 611 R - Q 967 - 509 W - V 229 - 600 Q - P 1853 - 986 V - U 827 -1547 P - O 3234 -1727 U - T 298 - 524 O - N 3235 -1726 T - S 298 - 524 N - M 2455 -1317 S - R 715 - 373 M - L 2411 -1296 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - W 191 - 88 G - Q 395 - 211 C - V 854 -1443 Q - H 249 - 90 V - D 661 -1129 Q - 1 508 - 945 D - U 1314 - 664 1- P 656 - 291 U - E 505 - 895 P - J 797 -1480 E-S 1328 -718 J-N 174 -206 S - F 332 -493 N - K 802 -413 F - R 325 -175 M - K 740 - 341 G-R 125 -159 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Jon I russ I cuss type Qty I Ply 03/19/2019 75235 A15G FLAT 1 2 1. 8778 > 4 874 36�27'71'itT+r-2'0.727�2YM7217�-1.1 P1738�237 7�ib . �3X4 14%6(R) -3%4 13. -3X4 -3%4 �4X6(R) A R -.... f. A F F II_... I I[ -3X3V Q U T S R O P O 13X6 �4X4(R) N3X4=3X6 3X4 -3X6 -3X4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 32.67 ft NCBCLL: 0.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 6.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 60 plf at 0.00 to 60 plf at 20.73 BC: From 20 plf at 0.00 to 20 plf at 20.73 TC: 487 lb Conc. Load at 0.33,20.40 TC: 314 lb Conc. Load at 2.33,18.40 TC: 369 lb Conc. Load at 4.33,16:40 TC: 440 lb Conc. Load at 6.33,14.40 TC: 517 lb Conc. Load at 8.30,10.36,12.43 Plating Notes All plates are 1.5X4 except as noted. (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others -3X3 N M 14X4(R) V%6 Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udell L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.070 F 999 360 Loc R+ / R- / Rh / Rw / U / RL U 3214 /- /- /- /1316 P Rep Factors Used: No VERT(CL): 0.141 F 999 240 FT/RT:10(0)/10(10) HORZ(LL): 0.008 N - - M 3214 P P P /1316 P Plate Type(s): HORZ(TL): 0.016 N - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 U Brg Width = - Min Req = - Max TC CSI: 0.438 M Brg Width = - Min Req = - Max BC CSI: 0.275 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.808 Chords Tens.Comp. Chords Tens. Comp. A - B 83 -260 F - G 130 -442 Wgt: 744.8 Ibs B - C 101 -327 G - H 130 -442 VIEW Ver: 18.02.01A.0205.20 C - D 128 -433 H -1 130 D - E 128 -433 I - J 103 Purlins E- F 126 -428 J- K 83 -moo r In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.00 20.73 Apply puriins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. U-T 0 -1 Q-P 886 -249 T - S 288 - 91 P - O 759 - 217 S - R 760 - 217 O - N 288 - 91 R-Q 760 -217 N-M 0 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - V 651 -1580 AG -AI 113 -426 A - W 1380 -435 E -AH 4 -21 U - V 651 -1580 P -AK 532 -123 V-W 6 -3 F-AH 127 -454 X - T 1379 -434 AH-AI 128 -456 X-Z 7 -3 AI-P 125 -445 T - Z 450 -1361 AI-AJ 114 - 431 Y - Z 194 -400 G -AJ 6 -35 Y-B 193 -396 AJ-AK 114 -429 Y -AA 13 - 53 AL-1 559 -128 Z - S 1045 -278 AL -AN 116 -438 Z -AB 120 -453 1-AM 259 -925 B -AA 99 -23 AM -AN 254 -903 S -AB 250 - 885 AM- J 106 - 25 AA -AB 254 -903 AM -AO 14 -57 AA- C 259 - 923 AN- O 249 - 885 AB -AC 117 -441 AN -AP 119 -451 C -AC 562 -128 O -AP 1046 - 278 AD-AE 117 -439 J -AO 194 -398 AD- Q 556 -129 AO -AP 195 -402 D -AE 10 -57 AP- N 450 -1 AE-AG 118 -443 AP-AQ 7 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Number: 75235 TCAP70. Truss Label: A15G Ply: 2 SEQN: 8778 / T84 / FLAT Qty: 1 I FROM: DRW: Wgt: 744.8 Ibs Page 2 of 2 / ... 03/19/2019 Q -AG 138 -520 N -AQ 1379 -434 AF-AG 129 -464 AR- L 6 -3 AF- E 129 -463 AR- K 1380 -435 AF-AH 1 - 8 L - K 651 -1580 AG- P 9 - 64 L - M 651 -1580 William M. Ranieri. PE R #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss 75235 IA16G Truss Type FLAT Qty Ply 1 12 03/19/2019 a 8791 .>x ,- roe•+x F 1'1P8-l-r+ore-F-z+re-r-r—I--r� r-�r---r-r—I-r+re-�-r+ca-F-r+rce-I saw m1 x n1 ro� avT W. rud 3+. sey/ mo Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): -0.057 F 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: No VERT(CL): 0.076 F 999 240 W 688 /- P P 1598 /- BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): -0.005 N - - U 4230 P P P /3778 P EXP: C Kzt: NA Des 00 Plate Type(s): HORZ(TL): 0.006 N - - AW 4328 /- P P /3872 P Mean Height: 32.67 ft WAVE Creep Factor: 2.0 M 631 P /- /- /536 P NCBCLL: 00.0.00 TCDL: 5.0 psf Max TC CSI: 0.444 Wind reactions based on MWFRS Load Duration: 1.25 BCDL: 5.0 psf " Max BC CSI: 0.546 W Brg Width = - Min Req = - Spacing: 24.0 MWFRS Parallel Dist: 0 to h/2 U Brg Width = 12.0 Min Req = 2.5 C&C Dist a: 3.00 ft Max Web CSI: 0.781 AW Brg Width = 12.0 Min Req = 2.6 Loc. from endwall: not in 9.00 Wgt: 879.2 Ibs M Brg Width = - Min Req = - GC is 0.18 P Bearings U & AW are a rigid surface. Wind Duration: 1.60 VIEW Ver: 18.02.01A.0205.20 Maximum Top Chord Forces Per Ply (Ibs) Y Lumber Plating Notes Chords Tens.Comp. Chords Tens. Co,__ Top chord 2x4 SP #2 All plates are 1.5X4 except as noted. A - B 16 -20 F - G 250 -279 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :W8 2x8 SP 2400f--1.8E: (*•) 7 plate(s) require special positioning. Refer to B - C 87 -99 G - H 250 -279 scaled plate plot details for special positioning C - D 239 -269 H -1 250 -279 Bracing requirements. D - E 239 -269 I - J 87 -98 (a) Continuous lateral restraint equally spaced on Purlins E - F 243 -272 J - K 11 -15 member. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply (Ibs) Nailnote Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.131"x3", min. nails BC 120 0.00 20.73 W _ V 0 0 R - Q 517 517 -455 Top Chord: 1 Row @ 6.00" o.c. Apply purlins to any chords above or below fillers Sot Chord: 1 Row @ 9.00" o.c. at 24" OC unless shown otherwise above. V- U 14 -10 Q - P -279 Webs : 1 Row @ 4" o.c. The TC of this truss shall be braced with attached - T 35 -12 P - O 23 -11 Use equal spacing between rows and stagger nails spans at 24" oc in lieu of structural sheathing. T - S 329 -288 O - N 8 5 in each row to avoid splitting. S - R 329 -288 N - M 0 0 Special Loads Wind Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply (Ibs) —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac. 1.25) Webs Tens.Comp. Webs Tens. Comp. TC: From 60 plf at 0.00 to 60 plf at 20.73 End verticals not exposed to wind pressure. BC: From 20 pif at 0.00 to 20 plf at 20.73 A - X 272 - 300 AJ-AL 192 - 225 TC: 487 lb Conc. Load at 0.33,20.40 Additional Notes A - Y 101 -84 E -AK 6 -9 TC: 314 lb Conc. Load at 2.33,18.40 Truss must be installed as shown with top chord up. W - X 272 -300 F -AK 439 -448 TC: 369 lb Conc. Load at 4.33,16.40 X - Y 1 -1 Q -AN 835 - 728 TC: 440 lb Conc. Load at 6.33,14.40 Z- V 101 -84 AK -AL 440 -449 TC: 517lb Conc. Load at 8.30,10.36,12.43 Z-AB 1 -1 AL- Q 441 -451 BC: 583 lb Conc. Load at 1.86,18.86 BC: 310 lb Conc. Load at 3.74,16.99 V -AB 142 -90 AL -AM 194 -227 BC: 235 lb Conc. Load at 5.86,14.86 AA -AB 439 -440 G -AM 42 -51 BC: 287 lb Conc. Load at 7.86,12.86 AA- B 436 -437 AM -AN 192 -225 BC: 295 lb Conc. Load at 9.86,10.86 AA -AD 44 -52 AO-1 869 -762 AB- U 505 - 542 AO-AQ 202 - 237 Hangers / Ties AB -AC 128 -118 1-AP 1122 -1218 (J) Hanger Support Required, by others B -AD 111 -94 AP-AQ 1102 -1196 U -AC 1210 -1353 AP- J 117 -101 AC- T 1298 -1160 AP -AS 48 AC-AE 223 -259 AQ- P 1062 - William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Number: 75235 TCAP7Q Truss Label: A16G Ply: 2 SEQN: 8791 / T65 / FLAT Qty: 1 I FROM: I DRW: Wgt: 879.2 Ibs Page 2 of 2 / ... 03/19/2019 T -AE 1055 -1146 AQ-AR 218 -255 AD-AE 1094 -1189 P -AR 1312 -1172 AD- C 1113 -1210 AR- O 1224 -1368 AE-AF 208 -242 AR -AT 136 -127 C -AF 860 - 745 O -AT 538 - 575 AG-AH 201 -234 J -AS 440 -440 AG- R 833 -725 AS -AT 443 -444 D -AH 47 - 59 AT- N 170 -120 AH-AJ 205 - 239 AT -AU 2 -2 R -AJ 468 -491 N -AU 73 -53 AI-AJ 457 -466 AV- L 1 -1 Al- E 457 -466 AV- K 73 -54 AI -AK 3 -5 L-K 242 -272 AJ- Q 26 -42 L - M 242 -272 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job 75235 Iruss Truss Type qty Ply B01 G COMN 1 3 03/19/2019 8615 r 14'0"10 -{- 12'1"12 =5X8 1111.5X4 =5X8 12 C D E 14'0"10 1114X4 =4X4 =6X6 =3X8 =6X6 =4X4 1114X4 =4X10(A1) SEAT PLATE REQ. SEAT PLATE REQ. 40'3" �-- 4 2"4 --�- 2 2 -t 2 2 -- 2 2 -- f- 2� 2 0"8 2 -t-- 2 2� 2 2 -�- 2 2 �--- 4 2"4 �{ 1097# 56 560# 56 560# 56 560# 560# 560# 56 560# 56 560# 56 560# 56 1097# Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 24.07 ft NCBCLL: 0.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.03 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 2400f-2.0E Bot chord 2x6 SP 2400f-2.0E Webs 2x4 SP #3 Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 5.75" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts may be used for (2) 0.131"x3", min. nails on The Bottom Chord Only. Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC: From 61 plf at 0.00 to 61 plf at 4.19 TC: From 31 plf at 4.19 to 31 plf at 36.06 TC: From 61 plf at 36.06 to 61 plf at 40.25 BC: From 20 plf at 0.00 to 20 plf at 4.19 BC: From 10 plf at 4.19 to 10 plf at 36.06 BC: From 20 plf at 36.06 to 20 plf at 40.25 BC: 1097 lb Conc. Load at 4.19,36.06 BC: 560 lb Conc. Load at 6.19, 8.19,10.19,12.19 14.19,16.19,18.19,20.19,22.06,24.06,26.06,28.06 30.06,32.06,34.06 Wind Wind loads and reactions based on MWFRS. Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): -0.325 D 999 361 VERT(CL): 0.631 D 759 241 HORZ(LL): -0.075 H - - HORZ(TL): 0.145 H - Creep Factor: 2.0 Max TC CSI: 0.334 Max BC CSI: 0.485 Max Web CSI: 0.422 Wgt: 665.7 Ibs VIEW Ver: 18.02.01A.0205.20 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 14.05 26.20 BC 120 0.15 40.10 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL O 6284 /- /- /- /3451 /- G 6286 /- /- /- /3452 /- Wind reactions based on MWFRS O Brg Width = 6.0 Min Req = 1.7 G Brg Width = 6.0 Min Req = 1.7 Bearings O & G are a rigid surface. Bearings O & G require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 3178 - 5744 D - E 2540 - B - C 2486 -4557 E - F 2487 - C - D 2540 -4682 F - G 3178 -Si46" Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - N 5432 -2999 K - J 4317 -2350 N - M 5404 -2983 J -1 4317 -2350 M - L 4315 -2349 I - H 5405 -2984 L - K 4315 - 2349 H - G 5434 - 2999 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. N - B 677 - 367 K - E 462 - 240 B - M 670 -1150 E - I 1073 - 565 C - M 1070 - 564 I - F 669 -1149 C - K 465 -241 F - H 677 - 367 D - K 46 -40 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 03119/2019 175235 I B02 I HIPS 11 11 I 8653 15, 10'8" 15, mi.oxa 12 D T2 E T 4� 3X48 F--3X4 I) 1 3�S =4X6(A2)A 4X6(A2) 1 N M L K J I H III1.5X4 =3X4=4X6 62 U8 =4X6=3X4 1111.5X4 Loading Criteria (psq Wind Criteria Code / Misc Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES TCDL: 10.00 Speed: 165 mph TPI Std: 2014 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) EXP: C Kzt: NA Plate Type(s): Des Ld: 40.00 Mean Height: 24.16 ft WAVE NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.07 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 umber Top chord 2x4 SP 2400f-2.0E :T2 2x4 SP #2: Bot chord 2x4 SP M-30 :132 2x4 SP #2: Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 15.00 25.67 BC 61 0.13 40.54 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. 40'8" Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Gravity Non -Gravity VERT(LL): 0.303 D 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.613 D 790 242 A 1649 /- /- /866 /821 /140 HORZ(LL): 0.099 H - - G 1649 /- /- /866 1821 /- HORZ(TL): 0.200 H Wind reactions based on MWFRS Creep Factor: 2.0 A Brg Width = - Min Req = - Max TC CSI: 0.904 G Brg Width = - Min Req = - Max BC CSI: 0.994 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.670 Chords Tens.Comp. Chords Tens. Comp. Wgt: 184.8 Ibs A - B 2691 -4108 D - E 2413 -3328 B - C 2329 - 3314 E - F 2329 - 3314 VIEW Ver: 18.02.01A.0205.20 C - D 2413 -3328 F - G 2691 -4108 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - N 3822 -2430 K - J 3079 -1902 N - M 3816 -2431 J-1 3079 -1902 M - L 3079 -1901 I - H 3816 -2432 L - K 3079 -1901 H - G 3822 -2430 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. N- B 335 0 K- E 343 - 268 B - M 625 - 870 E - 1 540 - 280 C - M 540 - 280 1- F 625 - 870 C- K 343 - 268 F- H 335 0 D - K 379 - 354 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 0311112019 75235 B03 HIPS I 1 I 1 I 8643 17' 6'8" =5X8 =5X6 D E 17' 12 4 p 3X6 C F� 3X6 n � 3X4B 3X4 Ti in (a) (a) T1 I 3M =4X6(A2 A H=4X6(A2) 1 N M L B2 K J I Ills rvd =Wn7na ='IVA =lava =LIMna Ills CVA i 40'8" Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code:FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): 0.296 L 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.600 L 808 242 A 1649 /- /- /868 /820 /159 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.102 1 - - H 1649 /- /- /868 /820 /- EXP: C Kzt: NA Des Ld: 40.00 Plate Type(s): HORZ(TL): 0.208 1 - - Wind reactions based on MWFRS Mean Height: 24.49 ft WAVE, HS Creep Factor: 2.0 A Brg Width = - Min Req = - NCBLoad ton: BCDL: 5.0 psf Max TC CSI: 0.839 H Brg Width = - Min Req = - Du: ad Duration: 1.25 BCDL: 5.0 psf S Spacing: 24.0 " MWFRS Parallel Dist: h!2 to h Max BC CSI: 0.964 Maximum To Chord Forces Per PI Ibs p Y (Ibs) C&C Dist a: 4.07 ft Max Web CSI: 0.388 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: not in 13.00 ft Wgt: 182.0 Ibs A - B 2657 -4118 E - F 2159 -3062 GCpi: 0.18 B - C 2148 -3104 F - G 2140 -3092 Wind Duration: 1.60 VIEW Ver: 18.02.01A.0205.20 C - D 2166 -3074 G - H 2656 - Lumber D - E 2139 -2872 Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.0E: Bot chord 2x4 SP M-30 :B2 2x4 SP #2: Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Bracing A - N 3833 -2399 K - J 3827 -2401 (a) Continuous lateral restraint equally spaced on N - M 3827 -2401 J -1 3827 -2401 member. M - L 3827 -2401 I - H 3833 -2399 L - K 2869 -1734 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply (Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) N - B 361 0 K - E 584 - 270 TC 24 17.00 23.67 BC 52 0.13 40.54 B - L 743 -1052 K - G 748 -1061 Apply purlins to any chords above or below fillers D - L 583 -235 G -1 364 0 at 24" OC unless shown otherwise above. D - K 180 -175 Wind Wind loads based on MWFRS with additional C&C member design. William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 75235 B04G HIPM 2 1 204# \ f 4'6'8 °T 1 S PLATE REQ. 4V8 � I' 5' F 1'0"12 -�-2' 1-5.12-1 164 03/19/2019 8671 1649# 115# Loading Criteria (psi) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code:FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): 0.015 E 999 360 Loc R+ / R- ! Rh / Rw / U ! RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Varies by Ld C WEERT(CL): 0.030 E 999 240 A, 2266 /- /- /- 11174 /- BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): -0.006 E - - D 1752 /- /- /- /913 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.011 E - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height: 22.82 ft 9 WAVE Creep Factor: 2.0 A Brg Width = 6.0 Min Req = 1.9 NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.346 D Brg Width = - Min Req = - Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.508 Bearing A is a rigid surface. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Bearing A requires a seat plate. C&C Dist a: 3.00 ft Max Web CSI: 0.780 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 Wgt:28.7lbs Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Wind Duration: 1.60 VIEW Ver: 18.02.01A.0205.20 A - B 1167 -2234 B - C 73 -69 •.umber Top chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP 2400f-2.OE Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 A - E 2004 -1034 E - D 1889 - 979 Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply (Ibs) TC: From 62 plf at 0.00 to 62 plf at 4.54 Webs Tens.Comp. Webs Tens. Comp. TC: From 40 plf at 4.54 to 40 plf at 5.00 E - B 2047 -981 C - D 139 -201 BC: From 20 plf at 0.00 to 20 plf at 5.00 B - D 1183 -2286 TC: 204 lb Conc. Load at 4.54 BC: 1649 lb Conc. Load at 1.06, 3.06 BC: 115 lb Conc. Load at 4.54 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.21 5.00 Apply puriins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 JOB , cuss I russ I ype city Nly 03/19/2019 75235 B05G COMN 1 3 r 1010"10 12'1"12 + 14'0"10 19 1111.5X4 = 5X8 I O 05X 8636 =3X12(A6R) aT,2 SEAT PLATE REQ. SEAT PLATE REQ. 36'3" �- 2'2"4 2' 2 2' 2' 2' 2' 2' 1'10"8 2 2' 2' 2 2' 2' 2' 4,2"4 560 56 56 56 56 56� 56 56 56 563 56 5631 58 56� 560 1097# Loading Criteria (psf) Wind Criteria Code / Misc Criteria Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): 0.231 1 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.464 1 933 240 O 6236 /- /- /- /3181 /- BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.054 H - - G 6204 /- /- /- /3126 1- DesEXP: C Kzt: NA Plate Type(s): HORZ TL 0.109 H - - ( )' Wind reactions based on MWFRS Mean Height: 24.07 ft WAVE Creep Factor: 2.0 O Big Width = 6.0 Min Req = 2.5 NCBCLLd: 0.000 : 0.00 TCDL: 5.0 psf Max TC CSI: 0.507 G Big Width = 6.0 Min Req = 1.7 Load Du Load Duration: 1.25 5.0 psf Bearings O & G are a rigid surface. MWFBCDRS Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Max BC CSI: 0.931 Bearings O & G require a seat plate. C&C Dist a: 3.63 ft Max Web CSI: 0.637 Loc. from endwall: not in 9.00 f Maximum Top Chord Forces Per Ply (Ibs) Wgt: 653.1 Ibs Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Wind Duration: 1.60 VIEW Ver: 18.02.01A.0205.20 A - B 1392 -2740 D - E 2052 -, Lumber Wind B - C 1799 -3682 E - F 2132 - C - D 2052 -4213 F - G 2846 - Top chord 2x4 SP 2400f-2.0E :T1 2x4 SP #2: Wind loads and reactions based on MWFRS. Bot chord 2x6 SP 2400f-2.0E :B1 2x6 SP #2: Webs 2x4 SP #3 :W1 2x8 SP 2400f-1.8E: Maximum Bot Chord Forces Per Ply (Ibs) :W2 2x4 SP #2: Chords Tens.Comp. Chords Tens. Comp. Nailnote O-N 48 -28 K-J 4106 -2012 Nail Schedule:0.131 "x3", min. nails N - M 2661 -1344 J -1 4106 -2012 Top Chord: 1 Row @12.00" o.c. M - L 3473 -1697 I - H 5323 -2668 Bot Chord: 1 Row @ 5.75" o.c. L - K 3473 -1697 H - G 5352 -2684 Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal Maximum Web Forces Per Ply (Ibs) spacing between rows and stagger nails in each row Webs Tens.Comp. Webs Tens. Comp. to avoid splitting. (1) 1 /2" bolts may be used for A - O 1081 -2108 D - K 52 -104 (2) 0.131"x3", min. nails on A- N 2820 -1424 K- E 135 -51 The Bottom Chord Only. N - B 309 -679 E - I 1137 -567 Special Loads B - M 856 -373 I - F 692 -1285 C - M 440 -219 F - H 699 -375 -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) C - K 936 -450 TC: From 61 plf at 0.00 to 61 plf at 36.25 BC: From 20 plf at 0.00 to 20 pif at 36.25 BC: 560 lb Conc. Load at 2.19, 4.19, 6.19, 8.19 10.19,12.19,14.19,16.19,18.06,20.06, 22.06, 24.06 26.06,28.06,30.06 BC: 1097 lb Conc. Load at 32.06 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 10.05 22.20 BC 120 0.00 36.10 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 75235 I B06 COMN 11 1 03/19/2019 8661 11' 10'8" _ 1111.5X4 T EO +� o4X6 it Q SEX�IrE REQ. 'A 36'5"8 3I 12 364"4 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 24.16 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.67 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 "umber Top chord 2x4 SP #2 :T3 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 :133 2x4 SP M-30: Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 11.00 21.67 BC 68 0.00 36.54 Apply purins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 36'8" 15, ' 1) u3 Code / Misc Criteria Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TPI Sid: 2014 VERT(LL): 0.194 J 999 360 Loc R+ / R- ! Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.394 J 999 240 p 1494 /- /- 1781 1716 /164 FT/RT:10(0)/10(10) HORZ(LL): 0.062 I - - H 1479 /- /- 1789 f706 P Plate Type(s): HORZ(TL): 0.125 1 Wind reactions based on MWFRS WAVE Creep Factor: 2.0 P Brg Width = 6.0 Min Req = 1.8 Max TC CSI: 0.796 H Brg Width = - Min Req = - Max BC CSI: 1.000 Bearing P is a rigid surface. Max Web CSI: 0.816 Bearing P requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt:184.8lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A-B 6 0 E-F 1957 -2645 B - C 1568 -2249 F - G 1969 -2786 C - D 1706 - 2404 G - H 2330 - 3588 D - E 1957 -2645 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Q- P 0 0 L- K 2577 -1563 P - O 162 -108 K - J 2577 -1563 O - N 2126 -1306 J -1 3324 -2090 N - M 2229 -1325 I - H 3330 -2088 M - L 2229 -1325 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - P 1063 -1440 E - L 368 - 346 B - O 2142 -1393 L - F 168 -129 O - C 445 -474 F - J 545 -276 C - N 187 - 67 J - G 622 - 882 D- N 160 - 30 G- 1 338 0 D - L 572 -405 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 JOO 75235 Iuss B07 Truss Type HIPS city IPly 103/10/2020 ci 8825 ig 12 P SEA' ,�TE REQ. 41A 36'5"8 3"12 � 36'4"4 13' 6'8" 1 1T =5X8 =5X6 D E Loading Criteria (psf) Wind Criteria Code / Misc Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES TCDL: 10.00 Speed: 165 mph TPI Sid: 2014 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) EXP: C Kzt: NA Plate Type(s): Des Ld: 40.00 Mean Height: 24.49 ft WAVE, HS NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h. C&C Dist a: 3.67 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 :T4 2x4 SP M-30: Bot chord 2x4 SP #2 :133 2x4 SP M-30: Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 13.00 19.67 BC 57 0.00 36.54 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind a 36'8" Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Gravity Non -Gravity VERT(LL): 0.198 G 999 360 Loc R+ ! R- / Rh / Rw / U / RL VERT(CL): 0.401 G 999 240 O 1494 /- /- /784 [714 /182 HORZ(LL): 0.0631 - - H 1479 /- /- /779 /705 /- HORZ(TL): 0.127 1 - Wind reactions based on MWFRS Creep Factor: 2.0 O Brg Width = 6.0 Min Req = 1.8 Max TC CSI: 0.938 H Brg Width = - Min Req = - Max BC CSI: 0.952 Bearing O is a rigid surface. Max Web CSI: 0.830 Bearing O requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt: 180.6lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A- B 6 0 E - F 1799 -_ B - C 1505 -2276 F - G 1780 -' C - D 1662 - 2368 G - H 2298 - D - E 1793 - 2361 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P-O 0 0 L-K 2179 -1266 O - N 180 -126 K - J 3336 - 2061 N - M 2155 -1299 J -1 3336 - 2061 M - L 2155 -1299 I - H 3342 - 2059 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - O 1052 -1445 D - K 266 -199 B - N 2178 -1389 K - E 462 -162 N - C 455 -459 K - G 748 -1078 C-L 195 -86 G-1 371 0 D-L 277 -10 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type City Ply 03110121120 A 175235 I B08G I HIPM 11 I 1 I 8s32 112# 4 j— 478 S PLATE REO. 478 -i 1-0.12- ^-2'1-5.12—+i 147 1479# 116# Loading Criteria (Pat) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): 0.014 E 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Varies by Ld C §PERT(CL): 0.027 E 999 240 A 1991 /- !- /- /1032 /- BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.005 E - - D 1476 !- !- /- /806 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.010 E - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height: 22.82 ft WAVE Creep Factor: 20. A Br Width = 6.0 Min Re 1.6 9 q = NCBCLL: 10.00 TCDL: 5.0 sf p Max TC CSI: 0.305 D Brg Width = - Min Req = - Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.450 Bearing A is a rigid surface. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Bearing A requires a seat plate. C&C Dist a: 3.00 ft Max Web CSI: 0.703 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 Wgt: 28.7 Ibs Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Wind Duration: 1.60 VIEW Ver: 18.02.01 A.0205.20 A - B 1027 -1951 B - C 55 -51 ,,',umber Top chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP 2400f-2.0E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 A - E 1754 - 908 E - D 1651 - 861 Special Loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) Maximum Web Forces Per Ply (Ibs) TC: From 40 plf at 0.00 to 40 plf at 4.54 Webs Tens.Comp. Webs Tens. Comp. BC: From 20 plf at 0.00 to 20 plf at 5.00 E - B 1846 - 837 C - D 143 -103 TC: 112 lb Conc. Load at 4.54 B - D 1038 -2003 BC: 1479 lb Conc. Load at 1.06, 3.06 BC: 116 lb Conc. Load at 4.54 Plating Notes (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.21 5.00 Apply purins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 03/10/2020 75235 C01 AG HIPM 11 11 157# 964 96# �— 4,4"6 - — 2,0"6 9 _�_ 2, --�— 2, 96 2, --�- 1,10"6 —{ I- 4'4" 9'11 "2 M 19 =4X6 III1.5X4 SEgTpLATE REQ. SEAT PLATE REQ. 4I p 14'0"10 �- 1-10"8 1 1472 TT CD 20 l� 8555 173# 724+ 72# 72#+ 72# Loading Criteria (psf Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): 0.101 G 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Varies by Ld C §Iq-::RT(CL): 0.199 G 845 240 B 1175 /- /- /- /691 /- BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.029 F - - F 1097 /- /- /- 1518 /- EXP: C Kzt: NA Des Ld: 40.00 Plate Type(s): HORZ(TL): 0.057 F - Wind reactions based on MWFRS Mean Height: 22.07 ft WAVE Creep Factor: 2.0 B Brg Width = 6.6 Min Req = 1.5 NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.816 F Brg Width = Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 sf p " Max BC CSI: 0.992 Bearings B & F are e a rigid surface. Spacing: 24.0 MWFRS Parallel Dist: 0 to h/2 Bearings B & F require a seat plate. C&C Dist a: 3.00 ft Max Web CSI: 0.793 Loc. from endwall: not in 9.00 Maximum Top Chord Forces Per Ply (Ibs) Wgt:68.6lbs Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Wind Duration:1.60 VIEW Ver: 18.02.01 A.0205.201A-B 36 -37 C-D 1313 --. Lumber B - C 1296 -2555 D - E 16 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 :W2 2x4 SP M-30: Chords Tens.Comp. Chords Tens. Comp. Special Loads B - H 2385 -1192 G - F 2703 -1326 --(Lumber Dur.Fac.=1.25 /Plate Dur.Fac =1.25) H-G 2410 -1189 TC: From 61 plf at -1.88 to 61 plf at 14.26 BC: From 20 plf at 0.00 to 20 plf at 14.26 Maximum Web Forces Per Ply (Ibs) TC: 157 lb Conc. Load at 4.36 Webs Tens.Comp. Webs Tens. Comp. TC: 96 lb Conc. Load at 6.40, 8.40,10.40,12.40 BC: 173 lb Conc. Load at 4.36 C - H 250 0 D - F 1371 -2788 BC: 72 lb Conc. Load at 6.40, 8.40,10.40,12.40 C - G 349 -129 E - F 122 -180 G -D 210 0 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 4.33 14.26 BC 59 0.21 14.26 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 175235 I C01 G HIPM 13 11 03/19/2019 8551 M 157# 96# 96# �— 44"6 1 2'0"6 96#, 2' ----- 2' 9�— 2' ---- 1-10"6 --� i- 4'4" 9'11 "2 19 SEP,,,rTE REQ. 4I rp 14'0.10 f--1-10"8 1 1472 =4X6 1111.5X4 TT ll + 173# 72#+ + 72# 72# + 72# Loading Criteria (psi) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): 0.101 G 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Varies by Ld C ktRT(CL): 0.199 G 845 240 B 1175 /- /- /- /691 A BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.029 F - - F 1097 /- /- /- /518 A EXP: C Kzt: NA Des Ld: 40.00 Plate Type(s): HORZ(TL): 0.057 F - - Wind reactions based on MWFRS Mean Height: 22.07 ft WAVE Creep Factor: 2.0 B Brg Width = Min Req = 1.5 NCBCLL: 10.00 TCDL: 5.0 sf p Max TC CSI: 0.816 - F Brg Width = Min Req = - Load Duration: 1.25 BCDL: 5.0 psf Bearing B is a rigid surface. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Max BC CSI: 0.992 Bearing B requires a seat plate. C&C Dist a: 3.00 ft Max Web CSI: 0.793 Loc. from endwall: not in 9.00 ft Maximum Top Chord Forces Per Ply (Ibs) Wgt: 68.6 Ibs Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Wind Duration: 1.60 VIEW Ver. 18.02.01A.0205.20 A - B 36 -37 C - D 1313 -2744 ..umber B - C 1296 -2556 D - E 16 -38 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 :W2 2x4 SP M-30: Chords Tens.Comp. Chords Tens. Comp. Special Loads B - H 2386 -1192 G - F 2703 -1326 H - G 2410 -1189 --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC: From 61 plf at -1.87 to 61 plf at 14.26 BC: From 20 plf at 0.00 to 20 pif at 14.26 Maximum Web Forces Per Ply (Ibs) TC: 157 lb Conc. Load at 4.36 Webs Tens.Comp. Webs Tens. Comp. TC: 96 lb Conc. Load at 6.40, 8.40,10.40,12.40 BC: 173 lb Conc. Load at 4.36 C - H 250 0 D - F 1371 -2788 BC: 72 lb Conc. Load at 6.40, 8.40,10.40,12.40 C - G 348 -129 E - F 122 -180 G-D 211 0 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 4.33 14.26 BC 59 0.21 14.26 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job 75235 Truss CO2 Truss Type HIPM Qty Ply 103/19/2019 4 1 8558 Jd 1 5 6'4" T11 "2 III 1 . J/�Y III J/Ultll� SET.JLATE REQ. 41 {A 14'0"10 �-- 1'10"8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 22.40 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 :T2 2x4 SP M-30: Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 6.33 14.26 BC 87 0.21 14.26 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 14'3"2 11 Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.036 F 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.071 F 999 240 B 711 /- /- /445 /471 /192 FT/RT:10(0)/10(10) HORZ(LL): 0.010 E - - E 560 /- /- 1294 /376 /- Plate Type(s): HORZ(TL): 0.020 E - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 B Brg Width = 6.0 Min Req = 1.5 Max TC CSI: 0.613 E Brg Width = - Min Req = - Max BC CSI: 0.981 Bearing B is a rigid surface. Max Web CSI: 0.498 Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt:63.0lbs Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A - B 36 0 C - D 46 B - C 661 -1040 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 929 -693 F - E 940 -688 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C- F 328 0 D- E 334 - 253 C-E 665 -919 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Truss Truss Type Qty Ply • 1Job 75235 CO3 I MONO 14 1 03/19/2019 8542 j= 14'3"2 SE TTpLATE REQ. tt�S 14'0"10 n III I .:JAY 111 JAQk M) �-- 1.10"8 -1- 14'3"2 Loading Criteria (v50 Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Sid: 2014 VERT(LL): 0.030 F 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.058 F 999 240 B 711 /- /- 1448 1317 /294 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.012 F - - E 560 P P /316 /290 /- EXP: C igt: NA Des Ld: 40.00 Plate Type(s): HORZ(TL): 0.024 F - - Wind reactions based on MWFRS Mean Height: 23.73 ft WAVE Creep Factor: 2.0 B Br Width = 6.0 Min Re 1.5 9 q = NCBCLL: 10.00 TCDL: 5.0 psf - Max TC CSI: 0.782 E Brg Width = - Min Req = - Load Duration: 1.25 BCDL: 5.0 psf " Max BC CSI: 0.979 Bearing B is a rigid surface. Spacing: 24.0 MWFRS Parallel Dist: h/2 to h p 9 Bearing B requires a seat plate. C&C Dist a: 3.00 ft Max Web CSI: 0.699 Loc. from not in 9.00 Maximum Top Chord Forces Per Ply (Ibs) i: 0.18 , GCpi: Wgt: 68.6 Ibs Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 VIEW Ver. 18.02.01A.0205.20 A - B 36 0 C - D 38 -95 ,_umber B - C 349 -929 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per PI Ibs Y (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Purlins B - F 818 -568 F - E 812 -570 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply (Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. BC 98 0.21 14.26 Apply purlins to any chords above or below fillers F - C 334 0 D - E 198 -121 at 24" OC unless shown otherwise above. C - E 637 -907 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type 75235 1 C04 I HIPM Qty 4 I1y I03/19/2019 8561 3y5 r 8 4" SEp,TpLATE REQ. �{ {{`f� 14'0"10 �-- 1'10"8 -1- 14'3"2 III I AAY III OAOtrC/ Loading Criteria (psf Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): -0.051 F 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.076 F 999 240 B 711 /- /- /448 l468 /243 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): -0.022 F - - E 560 !- /- /296 /389 /- EXP: C Kzt: NA Des Ld: 40.00 Plate Type(s): HORZ(TL): 0.032 F - - Wind reactions based on MWFRS Mean Height: 22.74 ft WAVE Creep Factor: 2.0 B Brg Width = 6.0 Min Req = 1.5 : BCDL: 5.0 psf NCBLoad Max TIC CSI: 0.607 E Brg Width = - Min Req = - Du ad Duration: 1.25 BCDL: 5.0 psf Duration: " Max BC CSI: 0.998 Bearing B is a rigid surface. S Spacing: 24.0 MWFRS Parallel Dist: 0 to h/2 Bearing B requires a seat plate. C&C Dist a: 3.00 ft Max Web CSI: 0.595 Loc. from endwall: not in 9.00 f. Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Wgt: 64.4 Ibs Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 VIEW Ver: 18.02.01A.0205.20 A - B 36 0 C - D 18 Lumber B - C 495 - 844 Top chord 2x4 SP M-30 :T2 2x4 SP #2: Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Purlins B - F 725 -555 F - E 735 -553 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply (Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TIC 24 .14.26 21 BC 84 .21 14. 0 C - F 336 0 D - E 237 -188 Apply purlins to any chords above or below fillers C - E 592 -794 at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type 75235 1 CO5 HIPM SET,XLATE REQ. 4I A 14'0"10 f -- 1'10"8 -1- 1472 Loading Criteria(psn Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 23.07 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 - GCpi: 0.18 Wind Duration: 1.60 ,umber 1'op chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 10.33 14.26 BC 99 0.21 14.26 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Qty Ply 03/19/2019 4 1 -� 3'11 "2 -5X6 D =OAS 1111.5X4 E 8564 Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code:FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TPI Sid: 2014 VERT(LL): 0.029 G 999 360 Loc R+ / R- / Rh / Rw / U / RL B 711 /_ /_ /449 /341 /221 Rep Factors Used: Yes VERT(CL): 0.052 G 999 240 FT/RT:10(0)/10(10) HORZ(LL): 0.012 G - - F 560 /- /- /302 /296 /- Plate Type(s): HORZ(TL): 0.023 G - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 B Brg Width = 6.0 Min Req = 1.5 Max TC CSI: 0.640 F Brg Width = - Min Req = - Max BC CSI: 0.986 Bearing B is a rigid surface. Max Web CSI: 0.317 Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Wgt:70.0lbs I Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A - B 36 0 C - D 668 -897 B- C 532 - 929 D- E 5 - 5 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 819 - 653 G - F 460 - 386 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - G 513 -457 D - F 509 - 607 G-D 719 -510 E-F 164 -123 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 avo cuss iFuss type my Fry UJ/ly/LUly 75235 CO6 HIPM 4 1 8567 A. 12'4^ 1'11"2 __� =OA-t SET,rTE REQ. 4I IA 14'0"10 �-- 1'10"8 --}- 1472 =5X6 III1.5X4 D E Loading Criteria (pso Wind Criteria Code / Misc Criteria Defl/CSI Criteria ' ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Code:FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): 0.030 G 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): 0.053 G 999 240 B 711 /- /- /449 /324 /259 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.012 G - - F 560 /- /- /309 /281 /- EXP: C Kzt: NA Des Ld: 40.00 Plate Type(s): HORZ(TL): 0.024 G - - Wind reactions based on MWFRS Mean Height: 23.40 ft WAVE Creep Factor: 2.0 B Brg Width = 6.0 Min Req = 1.5 NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.635 F Brg Width = - Min Req = - Load Duration: 1.25 BCDL: 5.0 sf p " Max BC CSI: 0.974 Bearing B is a rigid surface. Spacing: 24.0 MWFRS Parallel Dist: h/2 to h Bearing B requires a seat plate. C&C Dist a: 3.00 ft Max Web CSI: 0.351 Loc. from endwall: not in 9.00 ft Maximum Top Chord Forces Per Ply (Ibs) Wgt: 72.8 Ibs Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Wind Duration: 1.60 VIEW Ver. 18.02.01A.0205.20 A - B 36 0 C - D 571 Lumber B- C 438 -925 D- E 0 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Purlins B - G 814 -609 G - F 218 -196 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply (Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. 24 14.26 TIC 12.21 98 BC 98 0.21 14.26 C - G 477 -437 D - F 464 - 516 Apply purlins to any chords above or below fillers G - D 841 -565 E - F 80 -59 at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 1Job Truss Truss Type Qty Ply 03/10/2020 75235 I CA 1 I JACK 2 1 8333 4"3 1 Loading Criteria (psi Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 21,46 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 i 12 C SAS PLATE REQ. 1- 1'1 0"8 m!� 1' -� 1 Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): NA B 338 P P /406 /272 /88 FT/RT:10(0)/10(10) HORZ(LL): -0.001 D - D - /-33 /- /45 /47 P Plate Type(s): HORZ(TL): 0.001 D - C - /-106 /- /127 /152 P WAVE Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.873 B Brg Width = 6.0 Min Req = 1.5 Max BC CSI: 0.117 D Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Wgt: 7.0 Ibs Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. ,umber op chord 2x4 SP #2 A - B 52 0 B - C 215 -73 Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. In lieu of structural panels or rigid ceiling use purlins B - D 0 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.21 1.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 JOD 75235 1 russ CAI 1 russ 1 ype uty my JACK 4 1 1 03/10/zu2u 8330 4"3 1 I, C � _ 2'7"10 07 111114 _{ Loading Criteria (sub Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 21.30 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP M-30 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 12 0.15 1.10 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Code / Misc Criteria Code:FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA CO O O N N ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL VERT(CL): NA B 468 /- /- /587 1408 /115 HORZ(LL): -0.002 D D - A53 /- /62 163 /- HORZ(TL): 0.002 D - C - /-159 A /185 /236 A Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.993 B Brg Width = 3.5 Min Req = 1.5 Max BC CSI: 0.232 D Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Wgt: 9.8 Ibs Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A- B 73 0 B- C 340 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 • 1Job Truss Truss Type 75235 I CJ 1-4 JACK City Ply 03/10/2020 8 I 1 8320 12 4 � C 2X4(A1) B � 7,115 CM M A D S�A� PLATE REQ. i 1'10"8 1' --� Loading Criteria (psf Wind Criteria Code I Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA B 331 A /- /314 /344 167 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.001 D D - A38 A /61 /42 A EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.001 D - C - /-98 A /134 1107 A Des Ld: 40.00 Mean Height: 21.52 ft WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 sf p Max TC CSI: 0.779 B Brg Width = 6.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.098 D Brg Width = 1.5 Min Req = - Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C Brg Width = 1.5 Min Req = - C&C Dist a: 3.00 ft Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: Any Wgt: 7.0 Ibs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. .umber A-B 36 0 B-C 132 -35 fop chord 2x4 SP #2 Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. In lieu of structural panels or rigid ceiling use purlins B - D 0 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.21 1.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job 75235 Truss Truss Type CJ 1 A JACK 12 6 B 2X4(A1) A 4"3 C S�j PLATE REQ. Loading Criteria (psf) Wind Criteria Code / Misc Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES TCDL: 10.00 Speed: 165 mph TPI Std: 2014 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) EXP: C Kzt: NA Plate Type(s): Des Ld: 40.00 Mean Height: 21.93 ft WAVE NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 42 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.21 1.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Qty Ply 4 1 T CO O 03/10/2020 8362 1� Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in Ioc L/deft U# Gravity Non -Gravity VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL VERT(CL): NA A 52 /- /- /42 /14 /33 HORZ(LL): -0.000 C - - C 15 /- /- /10 /4 /- HORZ(TL): 0.000 C - B 20 /- /- /16 /27 /- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.012 A Brg Width = 6.0 Min Req = 1.5 Max BC CSI: 0.008 C Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Wgt: 4.2 Ibs Bearing A requires a seat plate. VIEW Ver: 18.02.O1A.0205.20 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 9 -24 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply • 175235 I CAB B I JACK 12 11 03/10/2020 8338 4"3 V K 12 C Loading Criteria (psf) Wind Criteria Code / Misc Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES TCDL: 10.00 Speed: 165 mph TPI Std: 2014 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes BCDL: 10.00 Risk Category: If FT/RT:10(0)/10(10) EXP: C Kzt: NA Plate Type(s): Des Ld: 40.00 Mean Height: 21.46 it WAVE NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 .umber -i'op chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. M O Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL VERT(CL): NA B 313 /- /- /384 /260 /89 HORZ(LL): -0.001 D D 1 /-30 /- /38 /32 P HORZ(TL): 0.001 D - C - /-84 P /103 /130 P Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.873 B Brg Width = 3.5 Min Req = 1.5 Max BC CSI: 0.112 D Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 C Brg Width =1.5 Min Req = - Bearing B is a rigid surface. Wgt: 7.0 Ibs Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 18.02.01A.0205.20 A-B 52 0 B-C 174 -64 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 .roo 1 cuss I russ I ype Qty Ply 03/10/2020 75235 CJ 1 E JACK 1 8 1 1 1 a, 838$ Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 32.76 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 12 C 6=2X4(A1) B D 80 A F 11' 1'10"8 —1 � 10118 Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 6 0.37 0.88 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Negative reaction(s) of -245# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L!# Gravity Non -Gravity VERT(LL): NA Loc R+ / R- ! Rh / Rw / U / RL VERT(CL): NA B 487 /- !- /603 /543 /109 HORZ(LL): 0.001 D - - D - /-53 /- 170 /69 /- HORZ(TL): 0.002 D - - C - /-245 /- /305 /329 /- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.555 B Brg Width = 3.1 Min Req = 1.5 Max BC CSI: 0.077 D Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Wgt: 7.0 Ibs Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A-B 52 0 B-C 294 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 03/10/2020 • 175235 I CJ24 I JACK I g 11 I 8323 3T 4 � C S � PLATE REQ. CO lV 10"8 m I Q 21411 —b. Loading Criteria (psf Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code:FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA B 280 /- /- /232 /228 /92 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): 0.002 D D 30 /- /- /38 /16 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.002 D - C 21 /- /- /30 /36 /- Des Ld: 40.00 Mean Height: 21.74 ft WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 sf p Max TC CSI: 0.781 B Brg Width = 6.0 Min Req = 1.5 Load Duration: 1.25 " BCDL: 5.0 psf Max BC CSI: 0.196 D Brg Width = 1.5 Min Req = - Spacing: 24.0 MWFRS Parallel Dist: 0 to h/2 C Brg Width = 1.5 Min Req = - C&C Dist a: 3.00 ft Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: Any Wgt: 11.2 Ibs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. .umber A - B 36 0 B - C 15 -38 i'op chord 2x4 SP #2 Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. In lieu of structural panels or rigid ceiling use purlins B - D 0 0 laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 26 0.21 2.33 pply purlins to any chords above or below fillers t 24" OC unless shown otherwise above. Jind Jind loads based on MWFRS with additional C&C member design. eft cantilever is exposed to wind William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Jon I russ Truss Type Qty Ply 03/10/2020 75235 CJ3 JACK 2 1 I r 8344 T �-- 1'10"8 SE;{1 PLATE REQ. Loading Criteria (pst Wind Criteria Code / Misc Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES TCDL: 10.00 Speed: 165 mph TPI Sid: 2014 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) EXP: C Kzt: NA Plate Type(s): Des Ld: 40.00 Mean Height: 21.96 ft WAVE NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 34 0.21 3.00 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind C Y 3' -� Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl U# Gravity Non -Gravity VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL VERT(CL): NA B 298 /- /- /294 /187 /163 HORZ(LL): 0.002 D - D 46 /- /- 132 /9 /- HORZ(TL): 0.003 D - C 50 /- /- 133 170 /- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.878 B Brg Width = 6.0 Min Req = 1.5 Max BC CSI: 0.205 D Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Wgt: 12.6 Ibs Bearing B requires a seat plate. VIEW Ver: 18.02.01A.0205.20 Maximum Top Chord Forces Per Ply (Ibs) - Chords Tens.Comp. Chords Tens. Cq1 A-B 52 0 B-C 23 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type • 175238 I CJ3A I JACK Qty I Ply 4 1 03/19/2019 8365 T 4"3 V 12 =2X4(A SPAT PLATE REQ. 3' N. T Loading Criteria (psi Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes VERT(CL): NA A 133 /- /- 190 /50 /107 BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): -0.002 C - C 53 A /- 133 /3 A EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.002 C - B 79 /- /- /60 199 1- Des Ld: 40.00 Mean Height: 22.43 ft WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 sf p Max TC CSI: 0.185 A Brg Width = 6.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.102 C Brg Width = 1.5 Min Req = - Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 B Brg Width = 1.5 Min Req = - C&C Dist a: 3.00 ft Max Web CSI: 0.000 Bearing A is a rigid surface. Loc. from endwall: not in 4.50 Wgt: 9.8 Ibs Bearing A requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. umber A - B 35 -98 -fop chord 2x4 SP #2 Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. In lieu of structural panels or rigid ceiling use purlins A - C 0 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 34 0.21 3.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 JoD truss truss type 75235 CJ3B JACK uty Vly 2 1 03/10/2020 8341 k Loading Criteria (pso Wind Criteria Code / Misc Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES TCDL: 10.00 Speed: 165 mph TPI Sid: 2014 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) EXP: C Kzt: NA Plate Type(s): Des Ld: 40.00 Mean Height: 21.96 ft WAVE NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 34 0.15 3.00 Apply purins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. F T Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Gravity Non -Gravity VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL VERT(CL): NA B 291 /- /- /342 1200 /163 HORZ(LL): 0.002 D - D 48 /- /- /74 /39 /- HORZ(TL): 0.002 D - C 55 /- /- /33 171 /- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.878 B Brg Width = 3.5 Min Req = 1.5 Max BC CSI: 0.184 D Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Wgt: 12.6 Ibs Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A-B 52 0 B-C 24 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Truss Truss Type Qty Ply • 1Job 75235 I CJ3E JACK 8 1 03/10/2020 8391 T Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 33.26 ft NCBCLL: 10.00 • TCDL: 5.0 psf , Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 .umber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 30 0.38 2.88 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. C �1 1'10"8 --lm 2'10"8 b N zo CV Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL B 314 P P /312 /207 /126 Rep Factors Used: Yes VERT(CL): NA FT/RT:10(0)/10(10) HORZ(LL): 0.003 D - D 41 /- /- 133 /11 !- Plate Type(s): HORZ(TL): 0.004 D C 30 P /- /45 148 /- WAVE Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.557 B Brg Width = 3.1 Min Req = 1.5 Max BC CSI: 0.146 D Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Wgt: 12.6 Ibs Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 18.02.01A.0205.20 A-B 52 0 B-C 21 -79 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 04, William M. Ranieri. PE tl FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type City Ply 03/10/2020 75235 CJSE I JACK 18 1 I C, 8394 T 1'10"8- Loading Criteria (psf) Wind Criteria Code / Misc Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES TCDL: 10.00 Speed: 165 mph TPI Std: 2014 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) EXP: C Kzt: NA Plate Type(s): Des Ld: 40.00 Mean Height: 33.76 ft WAVE NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 54 0.38 4.88 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 4' 10"8 DeflICSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): NA Loc R+ / R- / Rh / Rw ! U / RL VERT(CL): NA B 369 /- !- /331 /184 /174 HORZ(LL): 0.005 D - - D 82 /- /- /44 /- /- HORZ(TL): 0.006 D - - C 109 /- /- 164 /105 /- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.735 B Brg Width = 3.1 Min Req = 1.5 Max BC CSI: 0.208 D Brg Width.'-- 1.5 Min Req = - Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Wgt: 18.2 Ibs Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Ce,^^ VIEW Ver. 18.02.01A.0205.20 A-B 52 0 B-C 49 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Truss Truss Type Qty Ply ' 1Job 75235 CRE JACK 8 11 03/19/2019 8397 Loading Criteria (vst Wind Criteria Code / Misc Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES TCDL: 10.00 Speed: 165 mph TPI Std: 2014 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) EXP: C Kzt: NA Plate Type(s): Des Ld: 40.00 Mean Height: 34.26 ft WAVE NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 umber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.37 6.88 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind C 6'10"8 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Gravity Non -Gravity VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL VERT(CL): NA B 440 !- 1- /372 /180 /230 HORZ(LL): -0.009 D - D 122 /- !- /66 /- /- HORZ(TL): 0.015 D C 173 !- /- /114 /161 /- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.896 B Brg Width = 3.1 Min Req = 1.5 Max BC CSI: 0.458 D Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Wgt: 23.8 Ibs Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A-B 52 0 B-C 78 -213 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 William M. Ranieri. PE ' FI #42704 3 1035 Greenwood Blvd., Suite 173 iss Lake Mary, FL 32746 Job 75235 Truss D01 G Truss Type COMN Qty I Ply 2 1 03/19/2019 8577 Loading Criteria (psi) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " �--27'10 Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.62 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 :T3 2x4 SP M-30: Bot chord 2x4 SP #2 Webs 2x4 SP #3 Special Loads --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 62 plf at -2.63 to 62 plf at 19.04 BC: From 20 plf at 0.00 to 20 plf at 19.04 TC: -11 lb Conc. Load at 3.14 TC: 83 lb Conc. Load at 4.60 BC: 39 lb Conc. Load at 3.14 BC: 56 lb Conc. Load at 4.60 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 3.10 7.77 BC 75 0.15 19.04 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left bottom chord exposed to wind. -110 + 1­3'1'10 }TT 105'5 + 5j 39q SEAT PLATED 0. 11Y'8 711'� Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld FT/RT:10(0)/10(10) Plate Type(s): WAVE 19'0'S Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Gravity Non -Gravity VERT(LL): -0.026 K 999 360 Loc R+ / R- / Rh / Rw / U / RL §PERT(CL): 0.025 K 999 240 B 637 /- /- /- /717 /- HORZ(LL): -0.008 1 - - 1 1086 /- /- /- /906 /- HORZ(TL):0.0091 - - G 235 /- /- /- /93 /- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.690 B Brg Width = 3.5 Min Req = 1.5 Max BC CSI: 0.887 1 Brg Width = 6.0 Min Req = 1.5 Max Web CSI: 0.314 G Brg Width = - Min Req = - Bearings B & I are a rigid surface. Wgt: 110.6 Ibs Bearing I requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) :. VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. CG A - B 73 - 80 D - E 388 - Sw B-C 816 -639 E-F 141 -129 C - D 262 -291 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 528 - 680 I - H 215 - 268 K - J 538 - 684 H - G 215 - 268 J -1 262 - 230 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 151 - 50 I - E 748 - 690 C - J 450 -294 E - G 291 -233 J-D 173 -175 F-G 217 -201 D -I 555 -629 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Truss Truss Type Qty Ply • 1Job 75235 I D02 COMN 2 1 03/19/2019 8580 f - ST4 �{^-4'8' f^2T10 Loading Criteria IPSq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 24.62 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 ,umber Top chord 2x4 SP M-30 :T2 2x4 SP #2: Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 5.10 9.77 BC 75 0.15 19.04 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left bottom chord exposed to wind. 11,1'8 Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE SEAT PLATE REQ. T11'� Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): -0.011 C 999 361 VERT(CL): 0.014 C 999 241 HORZ(LL): 0.006 J - - HORZ(TL): 0.007 J - - Creep Factor: 2.0 Max TC CSI: 0.600 Max BC CSI: 0.655 Max Web CSI: 0.474 Wgt: 107.8 Ibs VIEW Ver: 18.02.01A.0205.20 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 591 /- !- 1667 /430 /388 1 890 /- /- 1793 /520 /- G 287 P P /195 /164 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 1 Brg Width = 6.0 Min Req = 1.5 G Brg Width = - Min Req = - Bearings B & I are a rigid surface. Bearing I requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 73 0 D- E 234 - 577 B - C 507 -456 E - F 87 -194 C - D 478 - 371 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 399 - 773 I - H 132 -123 J-1 31 -51 H-G 132 -123 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 339 -116 1- E 798 - 602 J - D 486 - 893 E - G 133 -143 D -1 298 -298 F - G 294 -195 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job 75235 Iuss Truss Type D03 I COMN Qpy 2 I ,y 103/19/2019 8590 A Loading Criteria (psi) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " - i 7'1"4 + 4'8' '(' 7'34 -� SEAT PLATE REQ. 11'1'8 7'11" 2T10 -1- 19'0'8 Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.62 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 :T1 2x4 SP M-30: Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 7.10 11.77 BC 120 0.15 19.04 Apply purlins to any chords above or below fillers at 24" CC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left bottom chord exposed to wind. Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.025 E 999 36( VERT(CL): 0.057 E 999 24( HORZ(LL): -0.011 F - - HORZ(TL): 0.027 F - Creep Factor: 2.0 Max TC CSI: 0.858 Max BC CSI: 0.778 Max Web CSI: 0.252 Wgt: 105.0 Ibs VIEW Ver. 18.02.01A.0205.20 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 626 /- P [707 /414 /388 1 829 P P /724 /508 P G 295 P P 1225 /159 P Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 1 Brg Width = 6.0 Min Req = 1.5 G Brg Width = - Min Req = - Bearings B & I are a rigid surface. Bearing I requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Cr A-B 73 0 D-E 69 -2oi B - C 338 -404 E - F 91 -190 C - D 66 - 285 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-J 324 -581 I-H 60 -117 J -1 337 - 600 H - G 60 -117 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 445 -604 D - G 129 -67 C -1 846 -466 F - G 298 -203 I- D 493 -472 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply • 175235 E01 G HIPS 12 11 03/10/2020 8521 i 8'10"8 '}' 47 '}- 811018 r"r 217 0 I-1'10'8 1 22' 1 1'l0"8 -{ �— 8'10"14 2'1"2— 2'1"2 8'10"14 —{ 331 1467# 1467# Loading Criteria (psf) Wind Criteria Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): -0.158 K 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Varies by Ld C §q-:RT(CL): 0.248 K 999 240 B 2661 /- /- /- /1969 P Risk Category: II BCDL: 10.00 9 ry� FT/RT:10 0 /10 10 HORZ(LL): -0.047 I - - G 2656 /- /- /- /1969 /- EXP: C Kzt: NA Plate Type(s): HORZ(TL): 0.068 I Wind reactions based on MWFRS Des Ld: 40.00 Mean Height: 34.76 ft WAVE Creep Factor: 2.701 B Br Width = 3.1 Min Re 1.8 q NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0 G Brg Width = 3.1 Min Req 1.8 Load Duration: 1.25 BCDL: 5.0 psf Max BC CSI: 0.979 Bearings B & G are a rigid surface. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Max Web CSI: 0.697 Maximum Top Chord Forces Per Ply (Ibs) C&C Dist a: 3.00 ft Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA Wgt: 126.0 Ibs GCpi: 0.18 A - B 52 -69 E - F 3159 -4666 Wind Duration: 1.60 VIEW Ver: 18.02.01A.0205.20 B - C 3452 -4867 F - G 3450 -4877 umber C - D 3168 -4664 G - H 52 -69 D - E 2810 -4198 Top chord 2x4 SP M-30 :T2 2x4 SP #2: Bot chord 2x6 SP 2400f-2.0E Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Special Loads B - K 4270 -2987 J - I 4137 -2778 --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) K - J 4137 -2778 I - G 4283 -2985 TC: From 62 plf at -1.87 to 62 plf at 23.88 BC: From 20 plf at 0.00 to 20 plf at 22.00 BC: 1467 lb Conc. Load at 8.91,13.09 Maximum Web Forces Per Ply (Ibs) BC: 331 lb Conc. Load at 11.00 Webs Tens.Comp. Webs Tens. Comp. Purlins C - K 281 -179 I - E 1830 -1177 In lieu of structural panels or rigid ceiling use purlins D - K 1769 -1148 1- F 282 -193 to laterally brace chords as follows: D - I 89 -47 Chord Spacing(in oc) Start(ft) End(ft) TC 24 8.88 13.13 BC 68 0.38 21.63 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type City Ply 0311012020 75235 E02 I COMN 11 I 1 I N 8528 - ilk 11' r"$ 21,3" 1'10"8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 35.29 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(In oc) Start(ft) End(ft) BC 103 0.38 21.63 Apply puriins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind 22' 1'10"8 - { Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl U# • Gravity Non -Gravity VERT(LL): 0.054 J 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.107 J 999 240 B 1028 P P /668 /440 /308 HORZ(LL): 0.024 H - - F 1023 P P /668 /440 P HORZ(TL): 0.048 H - - Wind reactions based on MWFRS Creep Factor: 2.0 B Brg Width = 3.1 Min Req = 1.5 Max TC CSI: 0.682 F Brg Width = 3.1 Min Req = 1.5 Max BC CSI: 0.977 Bearings B & F are a rigid surface. Max Web CSI: 0.187 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wgt: 106.4 Ibs A-B 52 0 D-E 861 -1219 VIEW Ver. 18.02.01A.0205.20 B - C 916 -1407 E - F 914 - C - D 863 -1204 F - G 52 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1183 -568 I - H 839 -274 J -1 839 -274 H - F 1205 -624 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 376 - 270 D - H 399 - 245 J - D 391 - 246 H - E 376 - 287 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type • 75235 HC4 SPEC 2.83 ti A 3��10 Loading Criteria (p50 Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 10.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Qty I Ply 03/10/2020 32 1 12 2482 219115 Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: IBC 2018 PP Deflection in loc L/defl L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.000 - - 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.000 - - 240 A 113 /- /- /30 /46 /30 FT/RT:10(0)/10(0) HORZ(LL):-0.000 B - - B 113 P P /30 /55 /- Plate Type(s): HORZ(TL): 0.000 B - - Wind reactions based on MWFRS Creep Factor: 2.0 A Brg Width = 1.5 Max TC CSI: 0.521 B Brg Width = 1.5 Max BC CSI: 0.000 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.000 Chords Tens.Comp. Wgt:4.2lbs A-B 26 -67 VIEW Ver. 18.01.00C.0525.21 ,umber Top chord 2x4 SP #3 Bot chord Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Shim all supports to solid bearing. William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 175233 I HJ31 I HIP_ 12 11 03/10/2020 8472 250#b -109#1 i' 4,9.7 ,t2 9 3 TO Loading Criteria (p50 Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 21.79 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP 2400f-2.OE Bot chord 2x4 SP #2 :Lt Level Return 2x4 SP #3: Special Loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 21 plf at -3.73 to 21 plf at 4.33 BC: From 40 plf at 0.00 to 40 plf at 4.33 TC: 250 lb Conc. Load at -3.23 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 50 0.15 4.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above.' Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. C '-- 1'9"12 --} 4'3"15 —{ 11 Co 0 M �-- 1'6 12 —j -12# Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL C 706 A P P /833 P Rep Factors Used: No VERT(CL): NA FT/RT:10(0)/10(10) HORZ(LL): 0.024 E - E - /-101 /- /89 /51 P Plate Type(s): HORZ(TL): 0.034 E - D - /-171 !- /157 /105 P WAVE Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.377 C Brg Width = 4.2 Min Req = 1.5 Max BC CSI: 0.837 E Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 D Brg Width = 1.5 Min Req = - Bearing C is a rigid surface. Wgt: 47.6 Ibs Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A - B 99 - 68 C - D 147 - 57 B-C 121 -92 Additional Notes (2) 2x4x8-7-11 x SP 2400f-2.OE Top chord scabs centered 0-3-10 from left end. Attach one to each outer face of chord with (2) rows of 0.131 "x3", min. nails @ 12" oc, staggered 6". Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. C-E 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-F 0 0 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job 75235 Truss HJ44 Truss Type HIP_ Qty Ply 103/10/2020 4 1 8479 ;r Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Special Loads Eli -62# 43# F- 1'5" -4-- 1'10.10 - t - 2'9"3 2.83 p C NT 2X4(A1) B v A D a 1 SW PLATE REQ. �-- 27"13 6'0"13 Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -2.65 to 61 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 6.07 BC: From 2 plf at 0.00 to 2 plf at 6.07 TC: -62 lb Conc. Load at 1.41 TC: 43 lb Conc. Load at 3.30 BC: -8 lb Conc. Load at 1.41 BC: 60 lb Conc. Load at 3.30 Puriins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 70 0.23 6.07 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind ? 60#i -S# Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies by Ld FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udell U# Gravity Non -Gravity VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL B 260 1- /- /- /373 /- $,eERT(CL): NA HORZ(LL): -0.015 D - D 101 /- /- /- /37 /- HORZ(TL): 0.016 D C 61 /- /- /- /50 /- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.316 B Brg Width = 8.5 Min Req = 1.5 Max BC CSI: 0.314 D Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Wgt: 23.8 Ibs Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) - VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Cc, A-B 18 -19 B-C 52 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss truss Type Qty Ply R 75235 HJ46 HIP 1 1 03/19/2019 8492 -73# 101# 1'5' - �- 2'9"15 --$^ 2-1-7 C SW PLATE REQ. f --- 27.13 64"5 f 93#+ Loading Criteria (Psrl Wind Criteria Code / Misc Criteria DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Varies by Ld C ktRT(CL): NA B 478 /- /- /- /460 /- BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): -0.022 D - - D 115 !- /- /- /42 /- EXP: C Kzt: NA Des Ld: 40.00 Plate Type(s): HORZ(TL): 0.023 D - - C 204 /- P P /110 P Mean Height: 22.34 ft WAVE Creep Factor: 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.838 B Br Width = 8.5 Min Re 1.5 Load Duration: 1.25 BCDL: 5.0 psf " Max BC CSI: 0.565 D Brg,Width = 1.5 Min Req q Spacing: 24.0 MWFRS Parallel Dist: 0 to h/2 C Brg g Width = 1.5 Min Req C&C Dist a: 3.00 ft Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 Wgt: 23.8 Ibs Bearing B requires a seat plate. GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. 1,umber Top chord 2x4 SP #2 A : B 54 -28 B - C 107 -57 Bot chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) B - D 0 0 TC: From 61 plf at -2.65 to 61 plf at 6.36 BC: From 20 plf at 0.00 to 20 plf at 6.36 TC: -73 lb Conc. Load at 1.41 TC: 101 lb Conc. Load at 4.24 BC: -2 lb Conc. Load at 1.41 BC: 93 lb Conc. Load at 4.24 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 74 0.23 6.36 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 03/10/2020 75235 HJ46A I HIP_ 12 I 1 I s4s2 a T. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 22.80 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Special Loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 2 plf at 0.00 to 2 plf at 6.36 BC: From 2 plf at 0.00 to 2 plf at 6.36 TC: 40 lb Conc. Load at 1.41 TC: 158 lb Conc. Load at 4.24 BC: 29 lb Conc. Load at 1.41 BC: 107 lb Conc. Load at 4.24 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 74 0.23 6.36 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind 40# 158# 1'5" -— 2'9"15 -- 2'1 "7 —� =2X4(P B T1 PLATE REQ. i 64"5 + 29# 107# Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used:'Varies by Ld C §AERT(CL): NA A 202 /_ /_ /- /106 /- FT/RT:10(0)/10(10) HORZ(LL): -0.012 C - C 116 /- /- /- /18 /- Plate Type(s): HORZ(TL): 0.019 C - B 112 /- /- /- /115 /- WAVE Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.659 A Brg Width = 8.5 Min Req = 1.5 Max BC CSI: 0.513 C Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Wgt: 19.6 Ibs Bearing A requires a seat plate. VIEW Ver. 18.02.01A.0205.20 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 42 -38 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 R 1Job Truss Truss Type Qty Ply 03/19/2019 75235 I HJ5 HIP_ 1 1 I 8495 56# 109# 1'5" 2715 t 273 C ,-- 2-7.13 i 7'0"2 Loading Criteria (psf Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 22.45 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 GCpi: 0.18 Wind Duration: 1.60 ,umber ITop chord 2x4 SP M-30 Bot chord 2x4 SP M-30 Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 61 plf at -2.65 to 61 plf at 7.01 BC: From 20 plf at 0.00 to 20 plf at 7.01 TC: -56 lb Conc. Load at 1.41 TC: 109 lb Conc. Load at 4.24 BC: 2 lb Conc. Load at 1.41 BC: 95 lb Conc. Load at 4.24 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.15 7.01 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. i i 2# 95# Code / Misc Criteria Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Varies by Ld FT/RT:10(0)/10(10) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA B ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL k#-:RT(CL): NA B 526 /- /- /- /436 1- HORZ(LL):-0.025 D - D 126 /- /- /- /67 /- HORZ(TL): 0.026 D C 230 /- /- P /99 P Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.621 B Brg Width = 4.2 Min Req = 1.5 Max BC CSI: 0.417 D Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Wgt: 28.0 Ibs Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 18.02.01A.0205.20 A-B 54 -28 B-C 97 -71 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type 75235 1 HJ9E I MONO Qty Ply 4 1 03/1012020 8509 1 21 P3- 25'15 5 �.'15 t-2'9'15 R 170'4 1----27-73 1 12'4`6 1'-1 12'S'14 -24# 62#+ 164# ?a3t7 Loading Criteria (pst Wind Criteria Code / Misc Criteria Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 10.00 Speed: 165 mph TPI Std: 2014 VERT(LL): -0.164 C 864 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Rep Factors Used: Varies by Ld C VF_RT(CL): -0.180 C 788 240 B 947 /- /- /- M739 /- BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) HORZ(LL): -0.071 C - - G 1136 /- /- /- 1795 /- EXP: C Kzt: NA Des Ld: 40.00 Plate Type(s): - HORZ(TL): 0.075 C - Wind reactions based on MWFRS Mean Height: 34.75 ft WAVE Creep Factor: 2.0 B Brg Width = 4.4 Min Req = 1.5 NCBCLL: 10.00 TCDL: 5.0 psf Max TC CSI: 0.609 G Brg Width = - Min Req = - Load Duration: 1.25 BCDL: 5.0 psf " Max BC CSI: 0.977 Bearing B is a rigid surface. Spacing: 24.0 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Max Web CSI: 0.896 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any Chords Tens.Comp. Chords Tens. Comp. Wgt: 65.8 Ibs GCpi: 0.18 B - C 0 -1742 D - E 163 -137 Wind Duration: 1.60 VIEW Ver: 18.02.01 A.0205.20 A - B 55 -74 E - F 3 Lumber C - D 1190 -1569 Top chord 2x4 SP 2400f-2.0E :T2 2x4 SP M-30: Bot chord 2x4 SP M-30 Maximum Bot Chord Forces Per PI Ibs y ( ) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP #2: BLOCK LENGTH = 1.650' B - I 1413 -1057 H - G 0 0 Special Loads I - H 1395 -1058 -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 61 plf at -2.65 to 61 plf at 12.49 Maximum Web Forces Per Ply (Ibs) BC: From 20 plf at 0.00 to 20 plf at 12.49 Webs Tens.Comp. Webs Tens. Comp. TC: -182 lb Conc. Load at 1.24 TC: 59 lb Conc. Load at 4.07 B - C 2969 -1157 D - H 1229 -1620 TC: 218 lb Conc. Load at 6.89 I - D 514 0 E - H 228 -231 TC: 347 lb Conc. Load at 9.72 BC: -24 lb Conc. Load at 1.24 BC: 82 lb Conc. Load at 4.07 BC: 164 lb Conc. Load at 6.89 BC: 243 lb Conc. Load at 9.72 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 81 0.00 12.49 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 03/10/2020 8317 175235 I J31 I EJAC 4 1 I =2X4(A 4"3 I Loading Criteria (psf) Wind Criteria Code / Misc Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES TCDL: 10.00 Speed: 165 mph TPI Std: 2014 BOLL: 0.00 Enclosure: Closed Rep Factors Used:%Yes BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) EXP: C Kzt: NA Plate Type(s): Des Ld: 40.00 Mean Height: 22.46 ft WAVE NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 GCpi: 0.18 Wind Duration: 1.60 ',umber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 36 0.15 3.10 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. 12 B CO O 1 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): NA Loc R+ / R- / Rh / Rw 1 U / RL VERT(CL): NA A 134 /- /- /147 /58 /111 HORZ(LL): -0.002 C C 56 /- /- /103 /61 /- HORZ(TL): 0.003 C B 83 /- /- 169 /101 /- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.232 A Brg Width = 3.5 Min Req = 1.5 Max BC CSI: 0.210 C Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Wgt: 11.2 Ibs Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver: 18.02.01A.0205.20 A-B 37 -101 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply 03/10/2020 75235 J44 I EJAC 120 11 I µ 8309 1 11 C 4 n SEAT PLATE REQ. f 1'10"8 mlo 414" mi Loading Criteria (pst Wind Criteria Code / Misc Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES TCDL: 10.00 Speed: 165 mph TPI Std: 2014 BCLL: '0.00 Enclosure: Closed Rep Factors Used: Yes BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) EXP: C Kzt: NA Plate Type(s): Des Ld: 40.00 Mean Height: 22.07 ft WAVE NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 50 0.21 4.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind T ! t' d) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL VERT(CL): NA B 331 /- /- 1248 /219 /142 HORZ(LL): 0.004 D - D 72 /- P /40 /- /- \ HORZ(TL): 0.004 D - - C 96 /- P /43 /106 /- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.489 B Brg Width = 6.0 Min Req = 1.5 Max BC CSI: 0.160 D Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Wgt: 16.8 Ibs Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. C= A- B 36 0 B- C 30 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type Qty Ply <:I 7 I J5 I EJAC 12 1 03/10/2020 8314 T 2X4(A- SEAT PLATE REQ. Loading Criteria (psq Wind Criteria Code / Misc Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES TCDL: 10.00 Speed: 165 mph TPI Std: 2014 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) EXP: C Kzt: NA Plate Type(s): Des Ld: 40.00 Mean Height: 22.93 ft WAVE NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 GCpi: 0.18 Wind Duration: 1.60 _.umber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. 0 5' —I Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL VERT(CL): NA A 212 /- /- /238 /98 /183 HORZ(LL): 0.008 C - C 93 /- /- /170 /100 /- HORZ(TL): 0.012 C - B 137 /- /- /113 /168 /- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.588 A Brg Width = 5.5 Min Req = 1.5 Max BC CSI: 0.532 C Brg Width = 1.5 Min Req = - Max Web CSI: 0.000 B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Wgt: 15.4 Ibs Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. A-B 61 -160 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job 75235 Truss J9E Truss Type Qty Ply 03/19/2019 MONO 16 I 1 8404 Loading Criteria Ipsrl TOLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 T 41.3 �— 1'10"8 1 8'10"8 Wind Criteria Wind Std: ASCE 7-10 Speed: 165 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 34.76 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 75 0.37 8.88 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind n Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Code:FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): -0.006 C 999 360 Loc R+ / R- / Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.015 E 999 240 B 517 P P /420 /183 /286 FT/RT:10(0)/10(10) HORZ(LL): 0.006 E - - E 331 /- /- /246 /199 P Plate Type(s): HORZ(TL): 0.012 E - - Wind reactions based on MWFRS WAVE Creep Factor: 2.0 B Brg Width = 3.1 Min Req = 1.5 Max TC CSI: 0.603 E Brg Width = - Min Req = - Max BC CSI: 0.387 Bearing B is a rigid surface. Max Web CSI: 0.132 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wgt: 44.8 Ibs A-B 52 0 C-D 31 -114 VIEW Ver. 18.02.01A.0205.20 B - C 81 -326 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - E 232 - 344 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - E 444 - 299 D - E 188 - 69 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type city Ply 03/10/2020 75233 I MVA VAL 14 I 1 I 8355 9"1 12 6 o2X4(D8R) B �--- 1'4" Loading Criteria (psf) Wind Criteria Code / Misc Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Code: FBC 2017 RES TCDL: 10.00 Speed: 165 mph TPI Std: 2014 BCLL: 0.00 Enclosure: Closed Rep Factors Used: Yes BCDL: 10.00 Risk Category: II FT/RT:10(0)/10(10) EXP: C Kzt: NA Plate Type(s): Des Ld: 40.00 Mean Height: 24.01 ft WAVE NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 .umber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 16 0.00 1.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. aO t Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Gravity Non -Gravity VERT(LL): -0.000 B 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.001 B 999 240 D 108 !- P /56 /28 HORZ(LL):-0.000 B - - Wind reactions based on MWFRS HORZ(TL): 0.000 B - - D Brg Width = 16.0 Min Req = 1.5 Creep Factor: 2.0 Bearing A is a rigid surface. Max TC CSI: 0.009 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.022 Chords Tens.Comp. Max Web CSI: 0.000 A - B 0 -6 Wgt: 4.2 Ibs Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. A-C 41 -6 /25 William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job I Russ 75235 MVB I russ I ype VAL (1ty F'ly u3/'10/2u2u 4 1 8368 y Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 23.68 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 GCpi: 0.18 Wind Duration: 1.60 12 6 B i 2T8" Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 32 0.00 2.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or .=PLF PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): -0.065 B 465 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.076 B 396 240 D• 82 /- /- /51 /38 /28 HORZ(LL): -0.030 B - - Wind reactions based on MWFRS HORZ(TL): 0.034 B - - D Brg Width = 32.0 Min Req = - Creep Factor: 2.0 Bearing A is a rigid surface. Max TC CSI: 0.267 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.348 Chords Tens.Comp. Max Web CSI: 0.000 A - B 0 -43 Wgt: 8.4 Ibs Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver:`18.02.01A.0205.20 Chords Tens.Comp. A-C 124 -19 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type City Ply 03/10/2020 75233 MVC VAL 13 11 8357 Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 23.35 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 GCpi: 0.18 Wind Duration: 1.60 umber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 48 0.00 4.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. .-W 15 {3'S"1 r 4' i 3'8' 8 Code / Misc Criteria Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:10(0)/10(10) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See STD DETAILS for valley details. R Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(CL): NA ♦ Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D• 82 /- /- /55 /43 /31 HORZ(LL): -0.004 C - Wind reactions based on MWFRS HORZ(TL): 0.006 C - - D Brg Width = 48.0 Min Req = - Creep Factor: 2.0 Bearing A is a rigid surface. Max TC CSI: 0.248 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.198 Chords Tens.Comp. Max Web CSI: 0.114 A- B 36 -94 Wgt: 14.0 Ibs Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. A-C 182 -26 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 208 -101 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss 75235 1 MVD Truss Type Qty I Ply VAL 1 1 03/10/2020 s 8373 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 22.78 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 10" 7 --1 --- 1'4"10 --s 12 4 F_� B 2X4(D8R) T A L 2'3"1 M Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TPI Std: 2014 VERT(LL): 0.003 B 999 360 Loc R+ / R- ! Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.007 B 999 240 D' 81 /- P 136 /16 /11 FT/RT:10(0)/10(10) HORZ(LL): 0.001 B - - Wind reactions based on MWFRS Plate Type(s): HORZ(TL): 0.002 B - - D Brg Width = 27.1 Min Req = - WAVE Creep Factor: 2.0 Bearing A is a rigid surface. Max TC CSI: 0.032 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.090 Chords Tens.Comp. Max Web CSI: 0.000 A - B 0 -11 Wgt: 7.0 Ibs Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 18.02.01A.0205.201 Chords Tens.Comp. Lumber A-C 53 -2 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC' 27 0.00 2.26 Apply puriins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. William M. Ranieri. PE FI#42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss Truss Type city Ply 75235 I MVE I VAL 11 11 03/20/2019 8359 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 22.53 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 GCpi: 0.18 Wind Duration: 1.60 .umber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 45 0.00 3.76 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. �— 107 n I• 2'10"10 �{ 12 4 p rZ .5X4 3'9"1 3'5 9 P T v i+e 1 Code / Misc Criteria Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Code: FBC 2017 RES PP Deflection in loc Udefl U# Gravity Non -Gravity TPI Std: 2014 VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL D* 81 /- /- /40 /24 /14 Rep Factors Used: Yes VERT(CL): NA FT/RT:10(0)/10(10) HORZ(LL): 0.002 C - Wind reactions based on MWFRS Plate Type(s): HORZ(TL): 0.004 C - - D Brg Width = 45.1 Min Req = - WAVE Creep Factor: 2.0 Bearing A is a rigid surface. Max TC CSI: 0.154 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.161 Chords Tens.Comp. Max Web CSI: 0.074 A- B 16 -39 Wgt: 12.6 Ibs Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. A-C 98 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 152 -89 William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 Job Truss 75235 1 MV2 Truss Type Qty Ply 03/1012020 VAL 2 11 I 5 8476 Ai Loading Criteria (ps0 Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 165 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 40.00 Mean Height: 22.90 ft NCBCLL: 10.00 TCDL: 5.0 psf Load Duration: 1.25 BCDL: 5.0 psf Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 GCpi: 0.18 Wind Duration: 1.60 12 6 B A2X4(D8R) T 0 1 2' - m Code / Misc Criteria Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Code: FBC 2017 RES PP Deflection in loc Udefl L/# Gravity Non -Gravity TPI Sid: 2014 VERT(LL): -0.011 B 999 360 Loc R+ / R- ! Rh / Rw / U / RL Rep Factors Used: Yes VERT(CL): 0.014 B 999 240 D' 82 /- /- /48 131 /24 FT/RT:10(0)/10(10) HORZ(LL): -0.005 B - - Wind reactions based on MWFRS Plate Type(s): HORZ(TL): 0.006 B - - D Brg Width = 24.0 Min Req = - WAVE Creep Factor: 2.0 Bearing A is a rigid surface. Max TC CSI: 0.081 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.140 Chords Tens.Comp. Max Web CSI: 0.000 A - B 0 -24 Wgt: 5.6 Ibs Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Lumber A - C 82 -13 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) BC 24 0.00 2.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See STD DETAILS for valley details. William M. Ranieri. PE FI #42704 1035 Greenwood Blvd., Suite 173 Lake Mary, FL 32746 JUNE 20, 2019 I TYPICAL HIP / KING JACK CONNECTION I STDTL01 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe ,Nails @ TC & BC Attach Corner Jack's X w/ (2) 16d Toe Nails @ TC & 2 BC (Typ) 0 ti 3ch Corner Jack's (2) 16d Toe Nails ), TC & BC (Typ) FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL STDTL03 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD HORIZONTAL BRACE (SEE SECTION A -A) TRUSSSES 0 24' O.C. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. _3 FORT PIERCE, FL 34946 772-409-1010 1'-3'MAX. \ DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM ;►,�. ,t .:a THE BRACING OF THE GABLE ENDS. END WALL 2X6 DIAGONAL BRACE SPACED 4B' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5)) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: - FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131'X3') NAILS SPACED 6. O.C. (2X4 STUDS MINIMUM). STRUCTURAL II / GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED \S ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS URA,_ ZT1 in AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. PIGYBACK JULY 17, 2017 I STANDARDCONNECTION DETAIL TRUSS I STDTL04 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. (PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED STDTL05 A-1 ROOF TRUSSES 4461 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 VALLEY TRUSS (TYPICAL) SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6"'O.C. GABLE END, COMMON TRUSS, OR GIRDER TRUSS ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO SIMPSON SDS25412 (1/4" X4.5") OR EQUIVALENT WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" SDS25412 SIMPSON OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. BASE TRUSSES E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6112 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06 ' GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" SDS25300 SIMPSON OR EQUIVALENT. i 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL "A". 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS SECURE W/( VALLEY TRUSS y II I li II II II BASE TRUSSES (TYPICAL) V 1..-1!l1L! (NO SHEATHING) N.T.S. GABLE END, COMMON TRUSS, OR GIRDER P r2 VALLEY TRUSS TRUSS (TYPICAL) SEE DETAIL "A" BELOW (TYP.) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO MAX SPACING = 24" O.C. (BASE AND VALLEY) SIMPSON SDS25300 (1/4" X 3") MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. OR EQUIVALENT WOOD SCREWS INTO EACH BASE TRUSS. JULY 17, 2017 l'%%j`'`'L_Lj V /"%L-,LL_ 1 �7L I I JL 1 /'11L (HIGH WIND VELOCITY) STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7- WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24" O.C. (BASE AND W SUPPORTING TRUSSES DIRECTLY UNLcR VM i 1 muo-Q IVIUJ 1 — DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' -10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH BOTTOM CHORD NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) e FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL 1 STDTL08 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 * DIAGONAL BRACING REFER TO SECTION A -A TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS 7z; VERI STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. ** L - BRACING REFER TO SECTION B-B v 24' MAX. 1-1 NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-0.O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 VERTICAL 2X6 SP OR SPF STUD #2 DIAGONAL BRACE (4) - 16d NAILS 16d NAILS SPACED G' D.C. (2) SOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS (4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 1 (2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 17 O.C. 3-8.10 5.6-11 ' 6-6-11 11-1-13 2X4 SP #31 STUD 16" O.C. 3-3-10 4-9-12 6-6-11 9.10-15 2X4 SP #31 STUD 24" O.C. 2-8-6 3-11-3 5.4.12 8.1-2 2X4 SP #2 12" O.C. 3-10.15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16" O.C. 3.6-11 4-9-12 6-6-11 10-8-0 2X4 SP #2 24" O.C. 1 3-1.4 3-11-3 1 6-2-9 1 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO. ONE EDGE. DIAGONAL BRACES OVER 12' - G' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' D.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER SOX OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. 14>� •• I F,mA4 ROOF SHEATHING TRUSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 48. O.C. ATTACHED TO VERTICAL WITH 141 - \ 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. T-BRACE / I -BRACE DETAIL FEBRUARY 17, 2017 WITH 2X BRACE ONLY STDTL09 gOTES: r-BRACING / I —BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACINE :S IMPRACTICAL. T—BRACE / I —BRACE MUST COVER 90X OF WEB LENGTH. PHIS DETAIL NOT TO BE USED TO CONVERT T—BRACE / I —BRACE WEBS TE :ONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2XB 10d 6' O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T—BRACE / I —BRACE (ON TWO—PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2XB 2X8 T—BRACE 2X8 I —BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2X8 2X8 T—BRACE 2X8 I —BRACE T—BRACE / I —BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK-ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENOS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT ATTACH TO VERTICAL ATTACH TD VERTICAL USE DRYWALL TYPE SCREWS) WEB WITH (3) - 10d SCAB WITH (3) - 10d NAILS (0.131' X 3') NAILS (0.131' X 7). r ATTACH TO VERTICAL NIBLS(0131'XX) ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d NAILS (0131' X 3') IN EACH CHORD ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' DIA.) USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL -INSERT SCREW THROUGH ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTO TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) TRUSS 2X6 4' - STRONGBACK (TYPICAL 0' WALL SPLICE) (BY OTHERS) THE STRDNGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45° WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 o0 .135 93.5 85.6 74.2 72.6 63.4 .162 108.8 99.6 86.4 84.5 73.8 i6 ri 128 74.2 67.9 58.9 57.6 50.3 c� Z 0 .131 75.9 69.5 60.3 59.0 51.1 .14B 81.4 74.5 64.6 63.2 52.5 in N M VALUES SHOWN ARE CAPACITY PER TDE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00° ANGLE MAY VARY FROM 30° TO 60" THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. SIDE VIEW (20) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.000 SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE 30' FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S U Z O J .131 59 46 32 30 20 .135 60 48 33 30 20 a L0 (T) .162 72 58 39 37 25 .. J 2 F_ L7 Z LLJ J J_ CD Z 0 CV .128 54 42 28 27 19 .131 55 43 29 28 19 .148 62 48 34 31 21 Q Z M .120 51 39 27 26 17 CD Z O .128 49 38 26 25 17 .131 51 39 27 26 17 M .148 57 44 31 1 28 20 NOTES: 1. TOE —NAILS SHALL BE DRIVEN AT AN ANGLE OF 30* WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE —NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) — 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X LSD (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. *** USE (3) TOE —NAILS ON 2X4 BEARING WALL *** USE (4) TOE —NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S: 3E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTL13 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 I.0x4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 I TYPICAL ALTERNATE BRACING DETAIL I STDTLI4 FO .EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST..LUCIEBLYD. FORT PIERCE, FL 34946 772-409-1010 (4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER, 12 VARIES L,,-� (4) 12d MAX 3011 (2'-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND 1 *i FEBRUARY 17, 2017 1 DAMAGED OR MISSING CHORD SPLICE PLATES STDTL15 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X (INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 173E 2608 32 48 36" 2681 4022 1 2454 3681 1 2074 3111 1 2125 31B7 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 ■ DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2. O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C �' yel - ly I • 10d NAILS NEAR SIDE +10d NAILS FAR SIDE 6' MIN X' MIN THE LOCATION OF THE BREAK MUST BE GREATER THE REQUIRED X DIMENSION FROM ANY PERIMETER AND A MINIMUM OF S' FROM ANY INTERIOR JOINT DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TD AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THAN OR EQUAL TO BREAK OR HEEL JOINT (SEE SKETCH ABOVE). FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X_SCAB (MINIMUM #2 GRADE SPF, HF, SP, DF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES