The URL can be used to link to this page

Home My WebLink AboutTRUSS ENGINEERINGr T-OF uss, A FLORlp 0PRPQ# 44.51 U. LUCIE BLVD �y FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: ASSOCIATED HOMES PROJECT. SCATTERED LOTS -ASSOCIATED COUNTY: ST. LUCIE �y LOT/BLK/MODEL: MODEL:SEDONA VISTA 11 o<a JOB#: WAHSS2 MASTER#: OPTIONS: NO OPTIONS Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 N A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDALORPORATION RE: Job WAHSS2 A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 Site Information: Customer Info: ASSOCIATED HOMES INC. Project Name: SCATTERED LOTS - ASSOCIATED Lot/�lock: Model: SEDONA VISTA Address: GARREN RESIDENCE Subdivision: City: County: St Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 MPH Roof Load: 40.0 psf Floor Load: 0.0 psf This package includes -82 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 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0254247 A01G 2/14/18 13 A0254259 A13 2/14/18 25 A0254271 CJ3 2/14/18 2 A0254248 A02 2/14/18 14 A0254260 A14 2/14/18 26 A0254272 CJ3C 2/14/18 3 A0254249 A03 2/14/18 15 IA0254261 A15G 2/14/18 27 A0254273 CJ5 2/14/18 4 5 6 IA0254250 IA0254251 IA0254252 A04 A05 A06 2/14/18 2/14/18 2/14/18 16 IA0254262 17 1 18 A0254263 IA0254264 B01 G B02 B03 2/14118 2/14/18 2/14/18 28 29 30 A0254274 IA0254275 IA0254276 CJ5C CJ7 CRC 2/14/18 2114/18 2/14/18 7 IA0254253 A07 2/14/18 19 1 A0254265 B04G 2/14/18 31 IA0254277 D01G 2/14/18 8 IA0254254 A08 2/14/18 20 IA0254266 C01 G 2/14/18 32 IA0254278 D02 ' 2/14/18 9 IA0254255 A09 2/14/18 21 A0254267 CO2 2/14/18 33 IA0254279 HJ3 2/14/18 10 IA0254256 A10 2/14/18 22 A0254268 CO3 2/14/18 34 A0254280 HJ7 2/14/18 11 1 A0254257 All 2/14/18 23 A0254269 C04 2/14/18 35 A0254281 HA 2/14/18 12 IA0254258 T Al2 2114/18 24 A0254270 CA 2/14/18 36 A0254282 HJ8C 2114/18 The truss drawing(s) referenced have been prepared byMi ieC Irldusines, Inc. unaer myairectsupLNvisun I mi.7 u, u 16 PaiaM „a Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. 1. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely forthe truss components shown. The suitability and use of components forany particular building is the responsibility of the building designer, perANSI/fPl-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 Designerindicating the nature and characterof the work The design criteria therein have been transferred to Anthony Tombo III PE by [A1 Roof Trusses orspecifK: Digltallysigne location]. These TDDs (also referred to at times as'Structural Delegated T.Tombo, III, Engineering Documents) are specialty structural component designs and may be part ofthe,�h o ny onl;, c=u5, n=i deferred orphased submittals. As aTuuss Design Engineer(i.e., Specialty Pierce; b=whc En in the seal here and on the TDD represents an acce acceptance of professional en ineed.T� Tomb b o Engineering, < g eer1,P P 9� � Tombo, lll, responsibirdy forthe design ofthe single Truss depicted on the Too only. The Building Designer is email=Anihony.Tombopwh SERIAL responsbleforand shall coordinate and review the TDDs for hl Pingl—kng nt compatibility with theirwritten engineering requirements. Please review all TDDs and all relateA Les. AnthftoiW& @°A2.2100 00 00 00 4C 12 87 DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others.A#MV. TRUSSES A FLORIDA CORPORATION RE: Job WAHSS2 No. Seal # Truss Name Date 37 A0254283 J3 2/14/18 38 A0254284 J7 2/14/18 39 A0254285 J7A 2/14118 40 IA0254286 J8 2/14/18 41 IA0254287 J8C 2/14/18 42 A0254288 VO4 2/14/18 43 A0254289 V08 2/14118 44 A0254290 V11A 2/14/18 45 A0254291 V11 B 2/14/18 46 A0254292 V12 2/14/18 47 A0254293 V16 2/14/18 48 A0254294 VH2O 2/14/18 49 A0254295 VM2 2/14/18 50 A0254296 VM4 2/14/18 51 A0254297 VM6 2/14/18 52 A0254298 VM8 2/14/18 53 STDL01 STD. DETAIL 2/14118 54 STDL02 STD. DETAIL 2/14/18 55 STDL03 STD. DETAIL 2/14/18 56 STDL04 STD. DETAIL 2/14/18 57 STDL05 STD. DETAIL 2/14/18 58 STDL06 STD. DETAIL 2/14/18 59 STDL07 STD. DETAIL 2/14/18 60 STDL08 STD. DETAIL 2/14/18 61 STDL09 STD. DETAIL 2/14/18 62 STDL10 STD. DETAIL 2/14/18 63 STDL11 STD. DETAIL 2/14/18 64 STDL12 STD. DETAIL 2/14/18 65 STDL13 STD. DETAIL 2/14/18 66 STDL14 STD. DETAIL 2/14/18 67 1 STDL15 I STD. DETAIL 2/14/18 68 STDL16 I STD. DETAIL 2/14/18 Page 2 of 2 Job Truss Truss Type Oty ASSOCIATED HOMES / SEDONA SKY II Wh(FiSS2 A01G Hip Girder 1 �Ply 2 A0254247 Job Reference (optional Al Roof Trusses, Fort Pierce, FL 34946, design(Naltruss.com Kun: U. 12U 5 NOV iz /u l r nau: o. tcu b rvsry +G <U t e rv+,. aa.. — y ID:psB5gYW3NJw5800kSDdXfwzlYYj-zK_6kOsVAGNNidIAnL41 k2yTGeA7E9hNFRuBCtzlCpw 2 7 0 , 8-0-0 121,2 16-9-8 231-12 30-0-0 33 8 12 38-0-0 39-of 2-7-0 5 5 0 4-4-12 T4-12 6-7-4 6-7-4 3-8-12 4 3� -0- ATCACH SCABS WITH 2 ROWS OF WS45 SCREWS t? 6" O.C. 6.00 12 3 x8 4 �15 5 —I 2 4 11 I 1 �3 �732 �3 1, 86x8 = RIM 19 36 37 38 6x12 = 3x6 !I IM-S '.' 18 15 14 40 41 13 4212 43 44 45 11 5x6 = 5x8 = 2x4 2x4 11 7x8 = 2x4 11 Dead Load Defl. = 1/2 in 4x6 = LOADING(psf) 19 36 37 38 6x12 = 3x6 !I IM-S '.' 18 15 14 40 41 13 4212 43 44 45 11 5x6 = 5x8 = 2x4 2x4 11 7x8 = 2x4 11 Dead Load Defl. = 1/2 in 4x6 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DC 1.25 TC 0.85 Vert(LL) -0.51 18 >887 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -1.02 18 >444 180 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.37 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.60 18 >753 240 Weight: 563 Ib FT = 10%a LUMBER - TOP CHORD 2x6 SP No.2 `Except' T1: 2x6 SP 240OF 2.OE, T4: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 `Except' B1: 2x6 SP 240OF 2.OE, B3: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W5: 2x6 SP No.2 OTHERS 2x6 SP 240OF 2.0E LBR SCAB 1-3 2x6 SP 240OF 2.0E both sides BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 2-19 REACTIONS. (lb/size) 1 = 3855/0-8-0 (min.0-1-8) 9 = 3743/0-8-0 (min. 0-2-3) Max Horz 1 = -78(LC 35) Max Uplift 1 =-1299(LC 5) 0 _-1183(LC 9) Max Grav 1 = 3855(LC 1) 9 = 3743(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1717/626, 3-25=-10861/3935, 3-4=-10811/3933, 4-26=-13447/4773, 26-27=-13447/4773, 27-28=-13447/4773, 5-28=-13447/4773, 5-29=-13447/4773, 6-29=-13447/4773, 6-30=-13280/4704, 30-31=-13280/4704, 31-32=-13280/4704, 7-32=-13280/4704, 7-33=-9724/3402, 33=34==9722/3402, 34-35=-9722/3402, 8-35=9721/3402, 8-9=-7822/2597 BOT CHORD 2-19=-3592/10025, 19-36=-3641/10167, 36-37=-3641/10167,37-38=-3641/10167, 38-39=-3641/10167, 17-39=-3641/10167, BOT CHORD 2-19=-3592/10025, 19-36=-3641/10167, 36-37=-3641/10167, 37-38=-3641/10167, 38-39=-3641/10167, 17-39=-3641/10167, 16-17=-3641 /10167, 14-16=-641553, 6-16=-365/320, 14-40=-453/1213, 40-41=-453/1213,13-41=-453/1213, 13-42=-453/1213, 12-42=-453/1213, 12-43=-2245/6965, 43-44=2245/6965, 44-45=-2245/6965, 11-45=-2245/6965, 9-11=-2232/6912 WEBS 4-19=-959/2819, 12-16=-2912/8690, 7-16=-1431/3811, 7-12=-2180/939, 8-12=-1304/3351, 8-11=-377/1440, 4-16=-1248/3592 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Special connection required between scab 1 to 3 both face(s) and truss. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever:left and right exposed,; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to preventwater ponding. 7) This truss has been designed for 10.0' psf bottom chord live load nonconcurrent with any other live. loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 1 considers parallel to grain value using ANSl/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=1299, 9=1183. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb up at 9-1-1,43lb up at 11-1-1, 43 lb up at 13-1-1, 29 Ib down and 58 lb up at 15-0-12, 29 lb down and 58 lb up at 16-10-15, 29 lb down and 58 lb up at 18-10-15, 29 lb down and 58 lb up at 20-10-15, 29 lb down and 58 lb up at 22-10-15, 29 lb down and 58 lb up at 24-10-15, and 29 lb down and 58 lb up at 26-10-15, and 29 lb down and 58 lb up at 28-10-15 on top chord, and 918 lb down and 429 lb up at 8-0-0, 309 lb down and 128 lb up at 9-1-1, 309 lb down and 128 lb up at 11-1-1, 309 lb down and 128 lb up at 13-1-1, 227 lb down and 83 lb up at 14-10-8, 227 lb down and 83 lb up at 16-11-4, 227 lb down and 83 lb up at 18-10-15, 227 lb down and 83 lb up at 20-10-15 , 227 lb down and 83 lb up at 22-10-15, 227 lb down and 83 lb up at 24-10-15, 227 lb down and 83 lb up at 26-10-15, and "227 lb down and 83 lb up at 28-10-15, and 820 lb down and 295 lb up at 30-0-0 on bottom Chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-21=-82, 4-21=-60, 4-8=-60, 8-10=-60, 17-20=-20, 14-18=-20, 9-14=-20 Concentrated Loads (lb) Vert: 16==227(B)6=-13(B) 19=-918(B) 11.=.-820(B) 26=33(5) 27=33(B) 28=33(B), 29=13(B) 30=-13(B) 31=-13(B)32=-13(B)33=-13(B)34=-13(B) 35=-1 3(B) 36=-309(B) 37==309(B) 38=-309(B) 39=-227(B) 40=-227(B) 41 =-227(B) 42=-227(B) 43=-227(B) 44=-227(B) 45=-227(B) Nmty-%ttitt IUM!iri,?r6t'A1 INF110SSESrsaur.,: E:AEIIETINS r Iciiatr.Is rkiiCs1rN r'IfXk5trI[D'5.Wto., rnArltsSarreat?as nr r!3!uhs Sefkis?as30rig3 tzt•iq OPimd 6t Se"aar 1.Itm8a .PE.rd!!ettt S1tp St6itast. Git!t &St!r<n"at'td "1 .1 Salr d1lTltlgtfa llaa Sb:iSlKedfa?i!lVkh'Ot e3lT!ESiDii:Fb:5y2!ttIEi.Sr[r2'!r EBJA!i+ilEtSala¢j 1:9 t}rl;e 3mYJtdiaaCdY F+Tt33A f])'+ttl�3tSli6i'�11t1'SSd'U,n/Iffi63112 T,tiidtri„^K08 ^utl'JRIJ, OSda1FFI. TL dtlirtU 3f 3: INdo-lT al a3,3 Anthony T. b Tomw lti, P.E. eci ntHtas iassltr czT6 :•sq is'ktrKrsai at 6t G+tK!,rte (lyt!i tttlSertd gtntarttr ka70a-p3a,htat!ea+t?i Ytt ltt,Iht Rradlek3tl a+ui !td+a3diNd,lf: ryrri+al9'�E>.IDD ad¢?G!Idr!edRt iras; a�roAaghiallnl, slntesaz.n'iaadknitj sAtll It A!aAasdd7M Tom aII+IITiirIN3iI3ff 011tthnnL d0t31tlfAtAd9tT?' NLBR r!MXt3 adT3:dt^.t+idtFt rxxy l42}ia4l StEllfld3t!S.EW{iiS'JTRSISE!dl!RI adSII!¢rliCttftt3lri!SW:fSi"eCtt RN diiAa5tiF3rM3111titS^.JIdd1:3tI?1tTtt3f it3:i'lt':�a33 PlS+Ti llSltaEt AeiMf NaARi:ti.�lSS 4451 St. Lucie Blvd. ' a6ereudda!dlT dahta aq�:ederm ia.r=z3ty N.lalutiaaM1d. Tli StsJ Pt3lp Ee�ettt is M7!IitldlCq De3iremHi;rs3 Srsita hg':K*dtaT hilttS..t7 wrihot�L•ra3ausdetard is lrTl. Fort Pierce, FL 34946 (opy6ghlV201bA-1Raotftusses-AnthunyE.TcmhoIII, P.E. Itineduslion of this dcoantni, in any form, ispohibited without The W&CO Felmissioc from Aol Roof Ifusses - Anihonyt Tomba III, P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 A02 Hip 1 1 A0254248 Job Reference (optional) ` ri r muot r ruses, run r-ierce, rs- .mown, dessgnLa riruss.srom nun: a. i du s Nov Iz zu I i rnnc o. lzu s Nov Iz zu-ii MI I eK industries, Inc. vved red 14 l4:ZZ:4d zuia rage i ID:psB5gYW3NJw5800kSDdXfwzlYYj-wj5s9htmitd5yxvYvm6mpT1 prSgLi3OglNIHlzlCpu 2-7-0 10-0-0 2 16-9-8 22 4 8 0-0 9 4 1 2-7-0 7-5-0 6-9-8 5-7-412 5-7-4 -4-1 3x6 = 6x8 i 1.5x4 11 4x6 = Dead Load Defl. = 7116 in 3x6 = 3x4 = 46 6.00 12 3 4 5 6 7 8 4 1 I�on i 1�5 q 2 Bj 1721 a s o m 1 13 i' I o I6 :N o x = 3x10 = 1.5x4 11 15 12 11 10 9 2x4 11 48 = 3x6 1.5x4 II 1.5x4 II 2-7-0 10-0-0 15-6 8 6-9- 22 4 12 210-0 9 4 1 2-7-0 7-5-0 5 6 8 3- 5-7 4 5 7 4 1 Plate Offsets (X,Y)-- [2:0-7-4,0-0-01,[3:0-4-0,0-1-151,[13:0-3-0,0-2;01 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC1 0.85 Vert(LL) -0.42 16-20 >829 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC, 0.99 Vert(CT) -0.87 16-20 >398 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.32 21 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.53 16-20 >654 240 Weight: 176 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SP No.2 `Except` B1: 2x4 SP M 30, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-10-1 oc bracing: 14-16. 6-0-0 oc bracing: 2-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1181/0-8-0 (min.0-3-3) 21 = 1143/Mechanical Max Horz 1 = 189(LC 12) Max Uplift 1 =-184(LC 9) 21 =-256(LC 9) _ Max Grav 1 = 1181(LC 1) 21 = 1143(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-521/22, 2-3=-2211/1101, 3-4=-2083/1122, 4-5=-2056/1106, 5-6=-2056/1106,6-7=-1238/671, 9-17=-601/1124, 8-17=-601/1124 BOT CHORD 2-16=-110911980, 14-16=-1110/1990, 13-14=-111011990, 4-13=376/306, 9-1 0=-1 58/291 WEBS 3-16=25/393, 3-13=-143/282, 10-13=-512/1104, 6-13=-526/993, WEBS 3-16=-25/393, 3-13=-143/282, 10-13= 512/1104, 6-13=-526/993, 6-10=-947/606, 7-10=-653/1289, 7-9=-1078/637, 8-21 =-1 151/599 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-CI Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8s MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. _ 6) Refer lio girder(s) for truss to truss connections. 7) Bearing atjoint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. c 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) e>.cept (jt=lb) 1=184, 21=256. LOAD itno:y •/tas+tSs!tepi!psad=. tle'A•i Iggf iNSSL (Si(�i{ r E'!A' Etdt 1fUAi i iDM0P6RSt0itQN ^nra jAtrebtltEDEst?A7i,fe.. radydts�papreaNas radresd safes ee fiis Lass D:sfp C:e repNP es!"!:?s':ztst i. taab IS PF.Idx+ese SSetlhtne ess. �addsa!1e!•iss sMelmtte lr6,eel± 61d+ItantEtt{Ides sts!Ilt+ttdta rl`IBiRMIdtL Aso NIS"claotty0terseSiW9:fErkete0.�'�rfdte16Y3 E8J"J?G3p llSri9s?v.hrerlhed]tipf el3lfiiyllTlH;lepL!EMutT Deelt,le(G Ir41, TL T3eIje RtPdy`.2ie,IMilap;C�'iLLe;!P". Git± Anthony T. Tombo lli, P.E. rzd eseet l0slrss l+say p2agisnsps+n;"pdiS+Dea�,�+uree's es�Sniederen e+the tt'3ssr Gui,Ia4+u<edf!ike gL:!elr(eed;lefem11r11fep:ede ostir61. T3a otpo+ale169 ul dry 6ddn:dtte inss;iuici.4mflis{. shsny k:ies!ix e11!n�g s6eg ee ne arps�siYilspd 180083 tie lsdtur tksignr ns±+aro]ar. Inv's SO4os".1n t4eprav 'ed h iTied Sul aesdx 'W;: Gerd pitoon. i?Ll dAwstie tt,yaniiG::aseJ dArcs ot4e t:nsCu:cne,lr+ss Gnila6ti¢eu adinetNsse]rC+er,mless 4451 St, Lucie Blvd. +0e�i:+k!i+d lrekonst oq+eel vpay.s6ap6t sspanes l+sdr+d. iee Lsa[usiga hymsls!Oi lie{dlliq ersipe,a:Tiest Sislta Eocerdoryledde{,Alupi�luet le;xtat roidn+di+lel 1. Fort Pierce, FL 34946 (opysight02016A-I Real Musses - Anthony T.tomb, III, R.I. Reprodusti000l,hisdommeot,insmyform,isgrebibitedwithoutthewrittenpermissionfromAdRealltusses-Anthony1.TombeIII,F.I. Job Truss Truss Type aty ASSOCIATED HOMES / SEDONA SKY II WPiHSS2 A03 Hip 1 �PIY 1 A0254249 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:22:47 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-s6DdZNvOEVtpBE3xOA9Evu69TFb2AwjyA3sPLezlCps 1-0 5-0-0 6-7-15 12-0-0 16-7-7 21-4-9 26-0-0 29-4-14 0- 5-0-0 4 7-7 4-9-3 4-7-7 3-4 14 4x6 I1 1.5x4 11 3x4 = 4x6 // Dead Load Defl. = 1/8 in 3x6 = 14 — _— _. —11 1u — — to 3x4 = 1.5x4 11 3x4 = 3x6 = 3x4 = 3x8 = 3x8 = 5-0-0 9-2 4 16-7-7 19-0-0 21�-9 29�-14 5-0-0 T2-4 7-5 3 2 4-9 2� 9 8-0-5 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.14 11-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.28 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.08 19 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.09 13 >999 240 Weight: 181 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1231/0-8-0 (min.0-1-8) 19 = 1146/Mechanical Max Horz 2 = 223(LC 12) Max Uplift 2 = -231(LC 12) 19 = -207(LC 9) Max Grav 2 = 1231(LC 1) 19 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2260/1194,3-4=-1847/984, 4-5=-1411 /856, 5-6=-1411 /856, 6-7=-1143/696, 9-15=-506/1025, 8-15=-506/1025 BOT CHORD 2-14=-1289/2001, 13-14=-1289/2001, 13-20=-794/1375, 20-21=-794/1375, 12-21=-794/1375,11-12=-794/1375, 10-1 1=-599/1143,10-22=-304/556, 22-23=-304/556, 9-23=-304/556 WEBS 3-13=510/475, 4-13=-193/469, 7-9=-1057/598, 5-11=-293/215, 6-10=654/458, 7-10=-486/982, 6-11=-259/442, 8-19=-1163/623 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and .forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=231, 19=207. LOAD CASE(S) Standard tirna^q•pwce Yv:segill(Itif%6e'kd kDOF IIUSSESfSd[IIvu`plUli!t@iikOXO!n�Xi:DADP','tU±li"klni0#t[DSkFrfsta.rad!3ts!yspxsaete5 sd1±±l.01s 6 flit r.1 DSSga ke+iep DDttaldlC'mILimit W.ri.le`uw1Nitiffwe. Drhss U—Is± sis4!eoNW, I'll Niietsall±thS piles steal± k�:lUOhle Sdil isel.1+.1 Ces!mIalrer;ix., Sptr"i fa7;alnf, Ike saEnc7 Sc01spesutsnvllpine�5±pderitet ty�:7sergtespsesl=hMCle±dpd%xs!±II±Lrfsk:plh1�°rl 7sdr, edtr lttl,li: desigs±ss<syYev, Oafcry see:.�us;fc�..;ah Anthony T. Tornbo 111, P.E. QdaedlUs 7rnslalsrti:3:alit:ensrsotu apd!le Cxts!,hs oww's.'WA gsetsr"„a6x;+cg Ct/ wAl6e wfe,,dnitic d±¢taldZ l�ol utli�F:K4 wf 1t11. T3±slpsrd a+tG±l DaletS!eldued B±Tnss, msol+3 +k1u7•shieas:!e:u"s'ivaibniy dell l±a±rcSpvsieil d ,#, 80083 tivlidleq[+1sip±smkrveiranacAU»tnsd±Np;§±iDDeaklFlper.:usudpnGl±Ste?Sistakxy(cmpa±dSAcK,IdsSsa!:m(E:SDIai!:tl±11rinulSktka±ss:`xens±!{xpa±:dl.iteu.IP4111!mtflelalyaln!Li±sraklnrzsd!i±I+er>Cs:!.::,isnStesyzlspsstlmdinSsd7,dtt:'wer,safess 4451St.LucieBlvd. sWrs!uldald k!s[s±h±1r,sud rya4!r_igllY; pMies gnl!d. ilr Tnss D+sip Fsis!1!is!D', lit ld16e101sipo,s!ilrss Snlea Egit:tsdnrllC±;,F!Ssiildu±l lri1ae 11 stlRtt�TFl1, For',Pierce, FL 34946 (Cispight02D16A-1RoofTrusses-AnthanyLiemba111,P.E, Replcdodionofibisdecumaai,inanyform,ispohibitedwidoutthwtinenpesmissionhantA-IRoa±lfhusses-AnthonyT,Tomba111,P.L Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 A04 Hip 1 1 A0254250 Job Reference (optional)) �f r. A iw.n n uaa un r ACA � .r+c+o, ucaiyA i�wa nA uao.wu s Mull. O. ILU J ICUV IL ZU I / Mills; 0. 1ZU 5 IVUV IZ ZU I / MI I eK mausines, inc. Vvee reo 14 14:ZZ:4S ZU1 tl Nage 1 I D: psB 5qY W3NJw5800kSDdXfwzlYYj-oU LN_3xGm67XRYCK8bBi_J BXF3JoetyFeNLVQ WzlCpq 4-0-0 19-0-0 24-M 29-4-14 1-041 4-11-8 3-7-8 i 5-5-0 5-0-0 5-0-0 ' 6I00 12 4x6 ,;- 1.5x4 11 4x6 // Dead Load Defl. = 3/16 in 6 7 8 3x6 �I 2x4 II 5 2x4 II 9 4 3x4 5 I c? 3 N W2 13 th 2 3 4x1 I = 19 20 12 1t 21 22 4x4 = 0 d ` 1 dI 0 3x6 = 3x8 = �' 15 14 3x4 = 3x6 11 3x4 = 411-8 8-0-0 7 0 19-0-0 29-4-14 411-8 3-0-8 -710 I 10-5-0 10-4-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.23 11-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.47 11-13 >532 180 BCLL 0.0 Rep Stress Incr YES WE 0.68 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MatIrix-MS Wind(LL) 0.03 10-11 >999 240 Weight: 165 Ib FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3, B4: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-7 oc bracing. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 1730/0-7-0 (min. 0-2-1) 10 = 670/Mechanical Max Horz 14 = 234(LC 12) Max Uplift 14 =-345(LC 12) 10 =-117(LC 13) Max Grav 14 = 1730(LC 1) 10 = 726(LC 24) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-681/561, 3-4=-1949/1624, 4-5=-1757/1455,5-6=-1742/1591, 6-7=-716/223, 7-8=-716/223 BOT CHORD 2-15=-443/728, 14-15=-136/331, 13-14=-1715/1545, 4-13=-327/368, 13-19=-152/335,19-20=-152/335, 12-20=-152/335, 11-12=-152/335, 11-21=-145/531, 21-22=-1451531, 10-22=-145/531 WEBS 6-13=2076/1907, 6-11=-354/608, 7-11=-339/262, 8-11=-65/294, 8-10=-651/173, 3-15=-494/356, 13-15=-462/453, 3-13=-969/1277 WEBS 1 6-13=-2076/1907, 6-11=-354/608, 7-11=-339/262, 8-11=-65/294, 8-10=-651/173, 3-15=-494/356, 13-15=-462/453, 3-13=-969/1277 1) Unbalanced roof live loads have been considered for this design. 2) Wind: IASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Ezp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C t=xterior(2) zone; cantilever left and right exposed I; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pondi119 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 13-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer tl girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearingl plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 14=345, 10=117. LOAD Nnay •Pima Flf�u}1'yfesl?M Rt'S; IDDf iADSSFS t•S 'i a SfFUI I1yU$ i rDdORiJXS(D><DYrtU!EI?AtytJklrD6i!F51'reia ye!t!y y?nyapxeae!us eey rea! vmet K tb•t i!iu 6esip (<exiey i;DD!ed5:4'eaip i. rAalo D'.F1.I�trtee i!!q 1t1nt sn. CAzicv.'t�•ist �tN?c!E? 1:D,6tly Hihtsao!Ra Ildes sN91e rsAyhs rSs IDD hh sefi is etns Casaa ray'aees[s.,Slf!'s!ry Eepa!er1: Ne ser`ier�p 1311z<ne�s m ccsl!mta', as ynressSs�ynsuig ttspauy'Nrrn 6! Guys A(9? snylx hrt I:imetealel_7 ul; kPa ItPI, rse yesiyAuttal'xm!Asfcy;a!5ees; seV3'in Anthony T. [fi, P.E. teyese E!11ir Writ P.7k:i3ayls"e nsywsi3;hldfslDKn!, ki Dwa!seh:r4ed iynl ir•»e6i;»rxyDn:�pu,uhf!ster;??ft%gLUe ly(ad!le ualfiiUay wd!eof iybl. T9a gpiwdc{!helD9 sel all fiellged4t fuss; ixr5�y41ayliay.pus,t_it!ti':?'iAt¢dygir}tStll y3 tt: te:pasiiil:!t? ,'j 80083 80083 oA r.ildiny Wtipfr my(ctl!ahr. Ul mia sfl Ma ti: R3 eeiU? r+i� m id q:isass ddita:ltrt(as/nfb SAcir Mcic�so(`S!; rysx�5el h iFl ul cUl erenrxefa!!v yue�4y.ikae. 11,14 V—At ra:pesnit ISM does dhs i!sss Nvlsn;11i51 P!!ly# (tylAtf(IDi inns dmtfrhrt,w!est slSs!e iH.hfltyilahxlApedrya4rcm;yyKlcnuMfl•N. itetotsP!tipGyrze?!IstpiGtkiilhyPfsip!ee!notsS�s!earn:a?sdAeytdlG.g,LiuyiioGalh;a!aAuexfittlift8l. 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Upyrighl02016A-I Roof Trusses-klhony1.icmho111,P.E. Rtfindu;tionalAisdesvmanr,inanylarm,ispi,hibitedwilEaur3Eew!i0eepamissiar.lmmdlionlLusses An!horpLTnmhoIII, P.E. c F Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WP,,HSS2 { A05 Hip 1 1 A0254251 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:22:50 2018 Page 1 I D:psB5gYW3NJw5800kSDd WwzIYYj-GgvlCPxuXQF02in WiJixWXkh NTYONK3Psl53yzzlCpp 1-0 4 11-8 8-7-0 16-0-0 22-0-0 29-4-14 0- 4-11-8 3-7-8 7-5-0 6ro-0 7-4-14 6.00 12 4x8 = 4x6 = 15 14 3x8 = 3x4 = 3x4 = 3x6 11 Dead Load Defl. = 1/16 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.09 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.19 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(CT) -0.08 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.03 10-12 >999 240 Weight: 168 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except` B2: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-94 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or4-0-13 oc bracing. WEBS 1 Row at midpt 4-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 1730/0-7-0 (min. 0-2-1) 9 = 670/Mechanical Max Horz 14 = 249(LC 12) Max Uplift 14 = -360(LC 12) 9 = -132(LC 13) 'Max Grav 14 = 1730(LC 1) 9 = 701(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-685/565, 3-4=-2011 /1691, 4-5=-506/102, 5-6=-452/133, 6-7=-530/324,7-8=-693/253, 8-9=-630/314 BOT CHORD 2-15=-448/734, 14-15=-122/332, 13-14=-1715/1555,4-13=-1804/1718, 12-13=-1377/1635, 11-12=-106/400, 10-11=-106/400 WEBS 4-12=1 592/1796, 6-12=-355/502, 6-10=-262/216, 7-10=-155/258, 8-1O=79/475, 3-15=-511/378, 3-13=-1 013/1314, 13-15=-488/465 WEBS 4-12=-1592/1796, 6-12=-355/502, 6-10=-262/216, 7-10=-155/258, 8-1O=79/475, 3-15=-511/378, 3-13=-1 01 3/1314,13-15=-488/465 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=lb) 14=360, 9=132. LOAD CASE(S) Standard EYbcap •ribb `vmrilt ivlta fit'kp IOU ptO llI SUR r MIJI Mi a (ONO'AUSTOY;IU`EI itIXeDgp[05krrfvm eml! dtopyrtaruS td sell bits eeriis?n s Desgt Mw4gD0)all, t9.zmf T.4.t+IL U. We— isR "s e:s txe!r:ist set!el text IDD,bIr blTelte],M lidos slflfee Htlttrbb 121e1e1U AseIle no to e.p tuDle tikCt Wilte%lllAMdr,aetir RII.Anthony T. Tombo 111, P.E. bd eu tl xb cross ht apksdapisA'bsrtasiis?lpdIlt Cits�,Ht Ortti svt4st nle9nubhl dxq nt yw.,,faIlt efatro- xe RLtkel1(adiht Ivell iii.iial mf ifl t. rvgpfsild l3b:atfielttstAxtims;us!xsg Madlnr. stugt,c:a:fab uciLnug sit➢itat respas¢i67 t? 80083 ntraUulNiperolr+efrxhr. Allt>tetsit MexeT'--91 Fr'tGU Ws,l S}:-0Ylfra-li4tw,dSditfI:IQI4:�i(Yi'SDI}}lMilllt3lSKI-,GW—IIR14EFil,4MI. PI-Illtmsblefi)iaSUII:`:4iWRM' o r.T..'cup�t1tRI4'-pWT'elstlRlliC+"i 'etef 4451 St. Lucie Blvd. t0et.i;tle?utlire[whxl tilted rprox.i'zpkp a;pasia 64drtt. liibpih@N lams.1.1 Mett Mrs 1. Fort Pierce, FL 34946 (epytightu:2016kIRoof husses-Anthony 1.1cmbeIII, P1 Refoodurtium of ibis lictimint. in any folm, is plobibittil Without The Written Permission from A I Roof Lilies - Anthony L Tombo III, P.L S2 Fort LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 01V m12 oG Hip truss.com 3x4 Run: 8.120 s 13-5-6 6.00 12 I3x8 3x6 5 6 1.5x4 III 4 17 16 3x4 = 3x4 = 3x6 I L 4-11-8 i 8-0-0 8r7,0 114 -8 3-0-8 0-710 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.62 Lumber DOL 1.25 BC 0.89 Rep Stress Incr YES WB 0.61 Code FBC2017/TP12014 Matrix -MS I' I 1 I Job Referent 017 Print: 8.120 s Nov 12 2017 MITE :psB5gYW3NJw5800kSDdXfwzlYYj- 20-0-0 24-6-11 2E 2-0-0 4-6-11 4 4x4 � 4x4 = 7 8 3x4 1413 12 3x6 = 3x4 = 3x4 = 20-0-01 29-1-6 2-0-0 9-1-6 DEFL. in (loc) I/defl Ud Vert(LL) -0.2211-12 >999 360 Vert(CT) -0.4711-12 >528 180 Horz(CT) 0.06 11 n/a n/a Wind(LL) 0.1311-12 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 NOTES , BOT CHORD 2x4 SP N *Except* 1) Unbala nced roof live loads have been considered B2: 2x4 SPP No.3No.3 i for this design. WEBS 2x4 SP No.3 BRACING- 2) Wind: l/4SCE 7-10; Vult=160mph (3-second gust) TOP CHORD Structural Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp�B; Encl., GCpi=0.18; MWFRS (envelope) wood sheathing directly applied or 4-0-13 oc puriins, except end verticals. and C-C Exterior(2) zone; cantilever left and right BOT CHORD exposed t end vertical left exposed;C-C for members Rigid ceiling directly applied or 3-11-14 oc bracing. and forces & MWFRS for reactions shown; Lumber WEBS DOL=1.60 plate grip DOL=1.60 1 Row at midpt 6-15 3) Provide adequate drainage to prevent water ponding. MiTek recommends that Stabilizers and required 4) This miss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection, in chord live nonconcurrent with any other live accordance with Stabilizer Installation uide. lload loads. REACTIONS. (lb/size) 5) . This truss has been designed for a live load of 16 = 1730/0-7-0 (min. 0-2-1) 20.Opsf og the bottom chord in all areas where a 11 = 670/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Max Horz 6) Refer to girder(s) for truss to truss connections. 16 = 264(LC 12) 7) Provide mechanical connection (by others) of truss M6ax Uplift to bearing plate capable of withstanding 100 lb uplift at -371(LC 12) 11 =-144(LC 13) joint(s) except at=lb) 16=371, 11=144. Max Grav 16 = 1730(LC 1) LOAD CASE(S) 11 = 670(LC 1) Standard) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-679/560, 3-4=-1962/1634, 4-5=-1813/1497, 5-6=-1801/1620, 6-7=-509/251, 7-8=-444/285, 8-9=-522/263 BOT CHORD 2-17=-441/726, 16-17=-135/328, 15-16=-1714/1563, 4-15=-287/315, 14-15=-120/261, 13-14=-120/261, 12-13=-38/399, 11-12=-190/477 WEBS 3-17=-493/355, 15-17=-463/454, 3-15=984/1295, 9-12=-126/307, 6-13=-295/384, 9-11=-599/253, 6-15=-2101/1981 HOMES / Industries, SKY II A0254252 � ail :22:53 2018 'Pace 1 Dead Load Defl. = 1/4 in 1.5x4 II 10 I t7 O �N 4x4 = -14 0-1-8 PLATES GRIP MT20 244/190 Weight: 176 Ib FT = 10% ilnkq Pm}t3e!kyi?rti;a re'ta t@Dr 1USSES(S .it^„'s:AEist 7:tUStiCNOIffDAS:l33rCY"tU!EtjtiriP9U05's.'rr fro. TtID,+ltsPp IWISrci rtif ,Its it his-w DtsIP[rt'ill111ied St p (1.iiay9 fi!,rLtife;ete Sleet 4tiaeass. D?`:e,so!ar.•ist sS!dm DiT D, xIy xlitks9vtiffit puts s4+!I ie isdhrf>:iD;h}t tttii Iselrtss 6is!�fad'eer(is..Speasq Ea7n}e}t pt it:9sarr5iertsaesmerpies¢a!ht p�Ms aepee} nsPesS'lrtn ht 8}uPdatil l}T}v;s laWe6nh:729 i}ir, }cda ItFI, Rz ini;&uw s,!riap st int, •e;!4:aIF m{aria lti}has iv to t? . ste ruFWz;f:, dht Ore}?,ht Dsw s t4h,iedsul t 614l a. [1 N6e twig,Oils 1146f lKWIft Intl 141kapne! W 1ibl. Is! gp tlft195 at or fitlki tf W Tnss;aiziq ioiiup, shgtj miWir*td&niq&June a}}ts7�s4il:sd Anthony T. Tombo 11i, P.E. ' r} t p 80083 ql t �li1rW51pftf pir94}A:lir. SD 90:5 NI94OfAt TC tfiy0tei9CZti Yi psl£?4}{talF.}r5fEi3SR(}1te}$M4lih('�dAi(�I3f pd}s7tily Ifl tbi SriANt }ta!ltdfb! gteerii pnimit. RII t!bstt+°.It}ii$i.1fISII'.=f{Cfi 14A•.3 tii3 T.f3i Df}12i!},'tiif GtSfp33tiRtE[ mITMS XItBIiGK}}, ttit5f tnerFe9deikt(9xatlir e6pahns;4ii ontshtd!d. iitWsDi}I ERpaeais�Di6erdith Dei 4451 St. Lucie Blvd. . P q +Ptt.e??msSpittaJ restetl9gluitn{,l igihiutih;as trusEi6ed it iN1. Fort Pierce, FL 34946 (epyrigbi02016A-1Roof Trusses -ArsboayLTombeIll, p.E. Aepmdudioaofihisdc}umeol,inanyform,isp}oh1tedwilholthe}itteope}missioafromA-lRoofitasus-AamayLTamhoIll,P.E. Job Truss Truss Type QtY Y ASSOCIATED HOMES / SEDONA SKY II A0254253 W4tHSS2 IL A07 Roof Special g Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek 6.00 12 15 14 3x8 = les, Inc. Wed Feb 14 14:22:55 20 to F 3x4 = 3x4 = 3x6 11 30-0.0 i 441-5 4- -8 8-0-0 7 0 19.0.0 29-4-14 29 0. 3 3-0-8 -7-0 10-5-0 10A-14 0 2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.23 11-13 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.47 11-13 >537 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017/TPI, Matrix -MS Wind(LL) 0.02 10-11 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3, 134: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 1730/0-7-0 (min. 0-2-1) 10 = 670/Mechanical Max Horz 14 = 271(LC 12) Max Uplift 14 = -376(LC 12) 10 = -149(LC 13) Max Grav '14 = 1730(LC 1) 10 = 670(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-676/558, 3-4=-1967/1640, 4-5=-1872/1551,5-6=-1855/1653, 6-7=-538/253, 7-8=-538/254 BOT CHORD 2-15=-438/722, 14-15=-141/340, 13-14=-1715/1568, 12-13=-144/331, 11-12=-144/331, 10-11=-225/475 WEBS 8-11=-112/306, 8-10=-661/353, 6-11=343/449, 6-13=-2086/1995, 3-15=-484/348, 13-15=-449/437, 3-13=-998/1310 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)14=376, 10=149. LOAD CASE(S) Standard Dead Load Defl. = 3/16 in PLATES GRIP MT20 244/190 Weight: 167 Ib FT = 10% hNvaap P easetirtapi!j tttita ftt'td 169F iNtSESCSIE,7^„, pE%EtaE7R.4!S t (OaoThMf t!;SiAN; PURL`+Ftrt7dl(D'attEST ta'a ietlF ftsnya:tattus en! ttaf mtts te6it?ea fu;Ot [tltxitp;<Db)af of dt`:saiq T.baM o 11'. letttatq ran! lOwe nf. Mitt! kiiettawnht{Ides still Ye rtd(w'�tIC6lt trill tsafnssns.,�Fgketr;ie., Sgectitq iapa!n,L, tit seas tt eJ7Un►tsCsas vstpttaudq;tha;:ws tapattiapitsq;ef3{ht �a Atsgtd6t titglt Ltasl�isf�:t168 n!r, ttfwlnl.Ikgesipnscmrren,[wSeg at;'u;: srVc51r Anthony T. TomEo ITT, P.E. Witt 0Wit Nit fit cif wa34!sbnsµas7:tTdrit ow, fit0.nisenlsrttfepntn.zt !?sp Ersipe„ it 6, w1r,, Ftte! iij it( adM Ij,el 9 flits; idta,1111.1. 80083 lit h0divgtHsiptr al Gtltwatr. t6at!a attAatli tE ats!lt pem<es evf pzisumsn?Rt4r.!6q(axgmUSaht}Mrt&¢:mtt(S1q�S!:inttigiltcl Sq:Mmtt(xeueflrq+nact pailtne.RNH!a?she a;puvtil�`etmif�ies et:Y. itss;Cr.e,tnss 6tsi3x tyiatts of inss NnahCru,se!tss 4451 St. Lucie Blvd. tRcniuft'*xfgttnSaagsedgceita'sgtgs:geNaarthd.tltlnaMsiptt;ix:isP9i6tltilfug6ts'getcY.inaSTs6wEciawdm,N:tin{.ittapi6!ieltrosatnie5tefity%-1. Fort Pierce, FL34946 (opy6ght02016A-IRoofTrusw-AnthonyLTomball],P.T. Aeptadu:tiotofINIduament,ioanyrarm,ispmhibiledWhat The willeapetmissianItem ATRoof Trusses -Anthony 1.tomboIII, P.L Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 A08 ROOF SPECIAL 2 1 A0254254 Job Reference (optional) } k. Al Hoot I russes, tort Fierce, t-L 34946, design(lval truss.com 012 oG 3x4 14 6x6 = 5x6 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:22:57 2018 Page 1 ID:ps85gYW3NJw5800kSDdXfwzlYYj-Zl gPgo1 HtZ8OOngscHKal?XufHyBWR_QTdHwi3zlCpi 13-11 8 19-0-0 25-3 3 29� 14 3Q-Q-0 7 6 126-3-3 4 1-11 0 7-2 4x4 = 6.00 12 6 3x8 WBi 5 T 3x6-Z�- 7 4 W4 13 12 5x6 11 10 3x8 = 1.5x4 II 8 Dead Load Defl. = 1/4 in n 3x4 = 5-0-0 6-4-12 13-11-8 5-0-0 i 4-1'L 1 7-6-12 14r3-0 19-0-0 0-3-8 4-9-0 29-4-14 10 4-14 3Q Q-0 01712 Plate Offsets (X,Y)— [4:0-3-0, Edge], 111:0-5-8,0-3-81, [13:0-3-0,0-1-81I1 LOADING (psf) SPACING- 2-2-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.73 Vert(LL) -0.25 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.51 9-10 >691 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.13 12 >999 240 Weight: 179 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 `Except' T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except` B3: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD 2-0-0 oc puriins (3-9-12 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 4-9-1 oc bracing. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 11-14, 3-11, 5-10 REACTIONS. (lb/size) 2 = 1339/0-8-0 (min. 0-1-9) 9 = 1271/Mechanical Max Horz 2 = 294(LC 12) Max Uplift 2 =-287(LC 12) 9 =-223(LC 12) Max Grav 2 = 1339(LC 1) 9 = 1271(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2537/1348, 34=-2299/1307, 4-5=-2159/1330, 5-6=-1394/929, 6-7=-1402/897 BOT CHORD 2-14=-144612242,5-11=-279/611, 10-11 =-1 127/1929, 9-1 0=-610/997 WEBS 11-14=-1492/2175, 3-11=-362/294, 6-10=-518/845, 7-10=-2/301, 7-9=-1432/937, 5-10=-1057/822, 3-14=-330/436 1) Unbalanced roof live loads have been considered for this design. 2) Wind:IASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat.11; 6p B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed 1; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This cuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle13-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=287, 9=223. 7) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 8) WARNING: Special bracing installation is required for oanel(s): 7-9 LOAD iPnosq•Ftou3aWyllt;Itlit tit-P. War TIUSSISTSRUrp:DRALIWWSt(CNOm78SEtAAN;IUs[i"rttiggL[DEtFSTfera. rally its±pystHrusadsesisates exrdis toss Desiis 6eriey Dttaiiat/ttiaj i.IsaH ID,Piltltt<sts LSetl(stem est tict!se"Mlist oe.ti aUTDt. Wr xitei txuthr!Isits rstU le esdM:s: ir>;hle tt8ii. dsel,tss?era Ee;�eer(i.a,Spraj Eo;aas,rie sell tusplCBsep�sm;wetrytettsd !ahssnxs:rogre±igThisspar,xp`em:'tafa; 5ess, s�.Rbinr Anthony T. Tombo ttt, P.E. n1+stHIils lrss bt ss!tr.`iaiiP�enspasm'1sICt 0.<ss,htD!tti tsn'et �d gemntr'3st Dtsip✓,<hht srattreStk llLde QttdGt lxd ss±iWiss:t ast!II,Tkt!!±aeduit�t_6 uieetiiddueti dt tnsLottce;gilixt. stnctt:is;'�ta u;i Lni>3 stall ie as sesasui4nd 80083 ' tbv tsBru; Dssipsrmits:urssr. rt soles t Shti l sesAU sx1N rMs ad[W..' 0& se'iaglox!sneafar,,.It`xMho'' iy Mid Skirt Idevsrifn itessd piira.4451 St. i?41 ido!sUtns9e'sf'sil;°es mi!»ks efMt toss tvmm�,Inn itn;a Ev;pees aaiTross {UeAttSrtyml;ss t Lucie Blvd. tAa. it ddmdht Rshxl tpudga4xi td ON Tagi! i!efies is,tpd. iseLass Drip Ee.ae[t is NOT fit kidas 6rsiptt,e±itlsiSJttea Eraittcdat!t &Jt iJ tapUai9dlwtti sgtnitheti+tttil. Fort Pierce, FL 34946 tepyrighl02016A-1Root hisses -klhonyT.Tomb111,I'L Repsodutti000lilisdomment,inany tmm,ispsIbibittdwiihouuEew,ittenpesmissionfrom A-1too] hosses-Anibony1,Tombo111,9.1. Job Truss Truss Type QtY ASSOCIATED HOMES / SEDONA SKY II �PIY A0254255 WANSS2 A09 HIP 1 1 Job Reference (optional) Al Roof Trusses, FortPierce, FL 34946, design@altruss.com aI O Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:22:59 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-VPx95U2YPB06e4zFjiM3OQcEJ5dJ_Ksjxxml mxzlCpg 19-4-o 1-0- 74.12 14-M 18.8-0 1 24.0.7 29.1.4 29 12 35-0.8 3 14:12 6-104 4-5.0 0 4-8.7 5-0.13 0. 5-7-12 04-0 SYA = 6.00 12 19 18 11 13 12 11 3x6 = 4x10 = 3x4 11 2x4 11 6x6 = 194-0 i 74-12 , 14-3-0 18-8-0 19-0,0 29-1-4 _ 29,4-12 1 0 ! 74-12 6-104 4-5-0 0 9-9-4 0.�3-8 5-114 ' Dead Load DeB. = 1/2 in LOADING (psf) SPACING- 2-2-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.37 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.85 14-15 >499 180 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.27 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.24 17 >999 240 Weight: 214 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 WEBS BOT CHORD 2x4 SP No.2 `Except* 3-19=-596/484, 5-15=-1129/806, B3: 2x4 SP M 30, 1312,135: 2x4 SP No.3 7-15=-695/604, 7-14=-764/1311, WEBS 2x4 SP No.3 `Except' 6-15=-870/1478, 16-19=-1424/2542, W8: 2x4 SP No.2 10-14=-1637/3141 BRACING - TOP CHORD 2-0-0 oc purlins (2-10-5 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or4-8-10 oc bracing. Except: 10-0-0 oc bracing: 16-18, 12-14 WEBS 1 Row at midpt 5-15, 16-19 REACTIONS. (lb/size) 2 = 1598/0-8-0 (min. 0-1-14) 11 = 1536/0-3-8 (min. 0-1-13) Max Horz 2 = 21 O(LC 12) Max Uplift 2 =-334(LC 12) .11 =-287(LC 13) Max Grav 2 = 1598(LC 1) 11 = 1536(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2877/1576, 3-4=-3061/1725, 4-5=-2960/1753, 5-6=-2121/1317, 6-7=-2118/1318, 7-8=-3619/2224, 8-9=-3763/2211, 9-10=-3706/2016, 10-11=-1496/888 BOT CHORD 2-19=-1365/2497,15-16=-1276/2654, 15-23=-1120/2329, 23-24=-1120/2329, 14-24=-1120/2329,5-16=-416/838, 9-14=-382/435 WEBS 3-19=-596/484, 5-15=-1129/806, 7-15=-695/604, 7-14=-764/1311, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=334, 11=287. 6) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard &udey rleese fitrrgFJreelle+!ISe'A1100E 8SS8TirtlEPA 6E68At rhlNSa(Or:01D51 Nfi7Nt yt%]'; lllleCPidOGGEXi lo!s Tereir hupyuenowmiI.Aws oestisl:ss! 0eicnDrniy(TN-1' Wlti AettHrt.reale D4 E.Lydueae 3les!4v've es!. Dslessslles+ise d+tel eetleIDD,ra'.p fllreiaaedrt F:ehs shil:lerelUrtta Unit he 14C As otrns Delip 6pner{.e,Ste'.10f bpnsrj, fie nit seiyTDD"Freseds etcruipsedits pd:ssind en s!riq sesy-iddibrfie WVOthe s4tNss fifAit fit ED edr,edtr MO. tte snip st-puts.6dayodmns. sadAgy Anthony T. Tombo III, P.E. ed esedr slwss5r en tnitiq it lieresyn!iklstlrdSeOnlr. De DreiseFmrildtpdelSe tal6ty Duiyceq�Cestdsddl>t18(,de4(tslfie 6edhs'Gsg sde nd RLl. ileslynstdlW lDO nd n.tie6 ne dth!Tnst. utlrtighalrrg.tinge. hsMrtiu utkrt'sg shdi'a t`.f re!pxcT:s:hd z 80083 Da Ri tag usipe: ed (L9Y' m% A riffs set xs site id ue podum.1 p1hI ss dfie Idteiq (tmr aed Sdeq ItamNn nGf p9ned It TM tad SDU we—Jie peed p bms_ TFFI EeDtesfierespaihlilles s3b!ies ddeTnss Dniper,tims Decp [op'eetrta! N. Pavie:Nns,sx4ss 4451 St. Lucie Blvd. e:Tes!dsdsfndlTe6d:Mtyndtyet it vmiglydlFuAn lert{set lheTress Desl;�T.rsirter is lDl i4 ra9ag DesipeynTras Sydea Eayiteerdarhtil4sg. AD sy�^�aeT3eas peas ddael ielrFl. Fort Pierce, FL 34946 CopyTight02D16Alboltrusses-AmhonyT.TomboIII, P.E. Re ZE produtlianotthisdocument, inanytarm, isprohibited without the arineoMunition horn A-IRaofUasses-AnthonyT.TomhoIII, P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 A10 Hip I 1 1 A0254256 Job Reference (optional) ) cun: 8.120 s Nov i2 201 r Print: 61.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:01 2018'Psage 1 16-8-0 ID:psB5gYW3NJw5800kSDdXfwzlYYj-So3wV94oxoegtO7dr7PXTrhb3u LoSFN00FF8rgzlCpe 6.00 12 5x6 = 5x6 = Dead Load Defl. = 1/4 in 6 7 2x4 11 5 3x6 3x4 4 5x6 3 I 4 4 8 ss VV7 m 4x6 a0 is W2I 9 3 15 13 i fO 1 2 22 23 14 8x8 = o Ia 0 3x8 = 18 17 16 12 11 10 3x6 = 4x10 = 3x4 11 2x4 I I 6x6 = 6x8 = 164" 7�-12 13-11-8 1 0 214-0 28-1-4 29 12 35-4-0 7-4-12 6-6-12 1 0- 8 2-5-0 4-8-0 7-9d 0- 8 5-11-4 Plate Offsets (X,Y)— [6:0-3-0 0-2-0] [7:0-3-0 0-2-0] [13:0-5-12 0-3-8] [15.0-2-8 Edgel [18.0-3-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSII DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.22 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC , 0.81 Vert(CT) -0.45 14-15 >931 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) 0.25 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.22 16 >999 240 Weight: 214 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T4: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except` B3: 2x4 SP M 30, B2,B5: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except* W9: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-8 oc bracing. Except: 10-0-0 oc bracing: 15-17,11-13 WEBS 1 Row at midpt 8-14, 15-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1475/0-8-0 (min. 0-1-12) 10 = 1417/0-3-8 (min.0-1-11) Max Horz 2 = 178(LC 12) Max Uplift 2 =-296(LC 12) 10 =-249(LC 13) Max Grav 2 = 1475(LC 1) 10 = 1417(LC 1) WEBS 3-18=-537/429, 7-14=-208/598, 8-14=-1270/917, 9-13=-1543/2938, 6-15=-756/1186,15-18=-129112369 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: A,SCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=16ft; Cat. 11; Exb B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; ]1end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60lplate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 31 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf 6) Provide Lchanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=296, 10=249. LOAD CAS FORCES. (Ib) Standard Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2659/1435, 3-4=-2802/1541, 4-5=-2706/1567, 5-6=-2762/1728, 6-7=-1911/1224,7-8=-2245/1249, 8-9=-3434/1863,9-10=-1365/796 BOT CHORD 2-18=-1242/2307, 15-22=-811/1939, 22-23=-811/1939, 14-23=-811/1939, 13-14=1656/3124, 5-15=-290/347, 8-13=-77/495 WEBS 3-18=-537/429, 7-14=-208/598, 141dq-rleeseticm¢IrrcintFie'6.1100; O'Jss3{'S(00'(%939 U N A (IntriC1iS Qsnylj Enl'; SiCACG�s'JSMEII� (era. icif) hop rum9en and sn^Aegeswt§s7:ess 0er:T.t9;eviyif[i; eri rk WWII. ltx�la 0(r.(.Ielerraa 4:tl Gs'�are ne. udes! Ghmw odd eed,TOO, en!r wTeine.mrp!nsstFrse(M0ei70Isbtslt.Asel;m0es1)tEtpcs le,ijeitOpFspe 3 AnnT100nFseetlsuax)aedssernM!luderketieergntslle);Re1upd1tsr'eTresshp:alteneTDOu¢,.ahrliFl.i&iripanunpua.ledxpuednu!,smenur ed rise clOis l-5, up tdllap is sherespe!illlily'IN0.!r,tie oms1,finzd esxd es lit 101ieg Niipe!,. Masted FIA2 Wj6se It' .1A,bsd lm:C.q rile ud Mi. Tit t{)md dlle 100oa(dylaitest d8r Tnss.md,ir; la4ia�.dealt.iosIlditt ul It.-s5>IiMGs re!pae6�9wd - AnthonyT.TomboIII P.E. Tomb ' ma1;!'LagOes!gx!eri fes tac. All uas seixrttle lOD edstt pamites®sgeild usdsb tnlligfurpued sdery laammn;IXlf, peNisted;)1pltad SI(A In?Murcedits gems PAselt, lltSrsslernpers S-1iessesdnrs d!leLnstgsiltm,T!ns0esigs FepaeerwsinssNsnttae:ee; wins 80083 tRtnluldud! o6d!edt ed Ih!edel 1 dI MBE!IHdlt1.ThPTnsfCttl2lrlytteris1a1C81aA9 atii An, ItTnsf JYl3[eplZ<rdti Seli$ AIIe d..a!1};pswtt5lE0cNia111I. r F� 1 r 1 3- ! r n q' 4451 St. Lucie Blvd. � II (opplighl02016A-IRoofTmsses-AnibonyMamboIII, P.E. Reptoduoionefibisdonsmertl,inanyfurn,ispreshib,hedwhIon; the wriltenpermissionhomA-1RoofTicsses-AnthonyLTombo111,P.I. Fort Pierce, FL 34946 Job Truss Truss Type City ASSOCIATED HOMES / SEDONA SKY 11 t �PIY A0254257 WAhHSS2 A11 Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:03 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-OBBgwr52TPuY6iHOyYR?YGnuNizOw9NJsYkFvjzlCpc -1-0 0 7-7-4 14 8-0 18-8� 23�-0 29-1-4 29 -12 35� 7-7 4 7-0 12 4-0-4 47-12 5-9-4 0- -8 5 11 4-0 6.00 12 6x6 = 6x8 = Dead Load Defl. = 7/16 in M \ ri 0 18 t 16 1.Sx4 I 11 10 9 3x= 3x6 = 4x10 = 2x4 11 1.5x4 11 2x4 11 6x6 = I! Gb6ta 29-1-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.31 15 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.73 15 >575 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.27 9 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.26 15 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x6 SP No.2 WEBS BOT CHORD 2x4 SP No.2 *Except* 3-18=-490/363, 6-14=-106/444, B3,B6: 2x4 SP No.3 6-13=-153/594, 7-13=-990/694, WEBS 2x4 SP No.3 `Except' 8-12=-1437/2975, 14-18=-1188/2454, W9: 2x4 SP No.2 3-14=-56/258 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 14-16, 10-12 WEBS 1 Row at midpt 14-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1510/0-8-0 (min.0-1-13) 9 = 1451/0-3-8 (min.0-1-11) Max Horz 2 = 162(LC 12) Max Uplift 2 =-265(LC 12) 9 =-216(LC 13) Max Grav ,2 = 1510(LC 1) 9 = 1451(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2725/1376, 3-4=-2780/1346, 4-5=-2673/1374, 5-6=-2440/1333, 6-7=-2529/1297, 7-8=-3495/1770, 8-9=-1401/781 BOT CHORD 2-18=-1 187/2365, 14-24=-863/2200, 13-24=-863/2200,12-13=-1513/3118, 14-16=0/306,5-14=-207/823, 7-12=-91/449 WEBS 3-18=-490/363, 6-14=-106/444, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=265, 9=216. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 220 Ib FT =10% W"N"-llnse4rarrille re,un IVA-]150En!KSsrifufri aNdAt IM A(WITICiS(DSTomrUM, 1111000NEei INm. T01 dedri rows aid red Its re bsirs's onpl Own]JIM,'dIk Ad.jL1.1.10—Simi.- en. uNess tfiecse steed setlelDD,cey Mid o—N,f:cetssdileroilu eta iDD is It Wt As eTins Desire hqr:a(I.e.Sr<ddlr bgiu!t;.hs Lit it myTDD!epesms is italwi tilts rnlsssind iq'Z,g iny-Nfaf3r9, InprI 9,sislpTns 6ria-4 tense TDD .11, Wor 110. The Imprnwrirlas. 14,;tnemm, smcmry Anthony T. Tombo III, P.E. H rsedrsTTs'rq ldldiq it lie otfxsiNlaedtx O.reeds Oauissab%d rpaf ertk ldlfits Desyse+,.NndsddFu IN 6.1Kadfit lmdI'in trle rsd M. Tie gymddOe lDD nilmFieli rsed6e Tnss,hdsdss R:dsr.ts:ge, ieshllrNe ud Nerig sidlfi la ¢!Fstii.!:Ild a80083 ' hLn'g9s!gmtred[Whrrm. All Wts Wore atem sal lie Frnaes.1ghlasetee leil.1(MFd sell Flarntan R(llItNnrd IrT7l aad STLA.welsmdre geetral p:derre TF:l Mairl:resras S9USorft"n ditro,hdrrer.1w Imps Eegh:sreel Toss Ass-A"w, West 4451 St. Lucie Blvd. des.ise lfini gloGdmd speed k»e 6vMI YT ell lot ie+Noi TieTnss Wp Fgyeers 7DE@s rxAxr Ceiaaer,erThstS(f:a Eyirvrday I,disg. 917q;..ad'eros u¢es detael lslFFl. Fort Pierce, FL 34946 (opyrigbi02016A-Itoaffrusses-AndonyT.Tomho111,PA. peprodudianefthisdoormenyinanyform,isprohihitedwhealthewrittenpermissionhemA-Itaoflrasses-AnthooyT.TemhoIII,P.L Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 Al2 Hip I 1 1 A0254258 Job Reference (optional) ') h; As ROui trusses, ruI L nerve, rL o4a4o, aestgn(ga riruss.rorn Run: o.-ilu s rvov -IL <u-I ! rnn,; a.-t,u s rvov -lz zu-i r MI I etc meusines, Inc. vvea reo 14 14:Z3:u0zuia rage i ID: psB5gYW3NJw5800kSDdXfwzlYYj-KZJQLX71?18FM?RO4yTTdhsGeWhlOBjcJsDL_bzlCpa �1-0 p 7-1-13 12-8-0 19-0-0 4 0 30-10-6 35-4-0 0- 7-1-13 5-6-3 6 0 6 25 4-0 5-6-6 4-5-10 4 5x6 t 1.5x4 11 5x6 — Dead Load Defl- = 1/4 in 5 6 6.00 F12 1.5x4 \\ 4x4 3 7 cc 2 3 co 2x4 11 8 1 to 1 2 I� 14 13 18 19 12 11 20 21 10 9 3x4 = 3x6 3x8 — 4x6 = 3x4 = 6x6 = 3x6 = 9-9-4 19-0-0 28-2-13 35-4-0 9-9-4 I 9-2-12 9-2-12 Plate Offsets (X,Y)— (4:0-3-0,0-2-01,f6:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSII DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.67 Vert(LL) -0.23 12-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.40 14-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix -MS Wind(LL) 0.17 14-17 >999 240 Weight: 188 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 •Except- B2: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-11 cc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-7 cc bracing. WEBS 1 Row at midpt 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1468/0-8-0 (min.0-1-12) 9 = 1407/0-3-8 (min.0-1-11) Max Horz 2 = 148(LC 12) Max Uplift 2 = -270(LC 12) 9 = -221(LC 13)_ Max Grav 2 = 1468(LC 1) 9 = 1407(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2593/1417, 3-4=-2363/1361, 4-5=-1982/1225, 5-6=-1982/1225, 6-7=-1861/1083 BOT CHORD 2-14=-1 230/2270, 14-18=-840/1793, 13-18=-840/1793, 13-19=-840/1793, 12-19=-840/1793,12-20=-719/1567, 11-20=-719/1567, 11-21=-719/1567, 10-21=-719/1567, 9-10=-799/1500 WEBS 4-14=-299/617,4-12=-135/405, 5-12=-436/350, 6-12=-265/674, 7-10=-22/277, 7-9=-1878/1013, 3-14=-393/439 WEBS 4-14=-299/617, 4-12=-135/405, 5-12=436/350, 6-12=-265/674, 7-10=-22/277, 7-9=-1878/1013, 3-14=-393/439 NOTES- 1) Unbal nced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;I end vertical left exposed;C-C for members and forces 8i MWFRS for reactions shown; Lumber DOL=1.64 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on, the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10,Opsf- 6) Provide mechanical connection (by others) of truss to bearing late capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=270, 9=221. LOAD CA; Standard V'son' l:eu tl,ngHret!ier!Ik'A 1 gOGr OJSSB{'SRIEt'� frW;IL' fE1Ng 8 Q!tf i71y5SNSTOCiSIR]';:(n[d:f^rSNFXi Ini; gently heirs p—dns erl,.l.4,.11is Imi, by m 0-iyl110ild t Id tiyl. fait in 11 rdneae SW Were e<s. Hoseolff" a dder tetge iUO,w!y gdskoersouIres sUl.`a aedferIN Briehenlid. As gyres Denys 6yHrsn(Ie,Sprisur6ylraer;,4aeebaetrTDO nrrzseds ee vnp�;edlN pr.lnsUed eri:eerlty nsrcnir!Irtr3!titdesVef the sieTnss 4pnelun,;U sdr, s�slerl?FL Thin. essmpi:r�atd:egnean,n, nnonnr Anthony T. Tombo lll, P.E. t ree dliis lRestt'minifile ielk Repil!arii¢dlaeg.sel,&eOrmft3'sglsl sgr�l er ne h+ititg gesiywr, ask ndeddlult:,'Jr lS: cantle bcd ia'{sgole ecd l?LI. 7leggnd if lit TO eril mtelitst fte!Tries.We6Or�..f'S4slap, Itdd1.1ni Ud ennig sirtcs H�ee!prokt!:nd w $0083 ' met L'deg 06r! sri 6fieM!. dll Is sdatl &IDD.rd lie 1e2dis.1PdsInenith h,ldirp(tapow Wariehmdes(1(sll peiaskd 4 tried SlUner f:riotdtn PercdPAar—IFFI Eetleetltsesiersihi:Des[E7da!i:sdMeTnsslhnrtn.Lass ges!p3 sgit:erpdi!ns Maactthrz!,a'ess 4451 St. Lucie Blvd. st[saise MW it a 6t!tes steed op. Is ul iy dl pass litrsei HeTrees Ceslp Erpiseer is NOT we taidag0esipan, srTine SpilIm�le rafudee eerrWhey III egSdaedorea es ire as Idsed1111. Fort Pierce, FL 34946 (opynighl©2It16A-1Roaf vises-AnibonpLTcmbo111,P.T. Repmdudianofibis document, inany form,ispmhibidedwitheulthewtitleapermission from A-IRaofTfusses-AnthmYT.Tombs) III, p.E. 1. Job Truss Truss Type QtY P1Y ASSOCIATED HOMES / SEDONA SKY II A0254259 V1fh,HSS2 A13 HIP CAT 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:07 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-GyQBmD9ZWeOzbJbnBN Wxi6xZOJPvszyvnAiS2UzlCpY 1-0- 6�-12 11-0-0 19-0-0 27-0-0 35-0-8 3 0 0 6-4-12 4 7 4 8-0-0 8-0-0 8-0-8 0-3-8 0 5x10 1.5x4 11 5x10 Dead Load Dell. = 3/8 in 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 4x4 = 46 11-0-0 19-0-0 27-0-0 35-4-0 11-0-0 8-0-0 8-0-0 8-4-0 Plate Offsets (X Y)— [2'0-8-0 0-0-10] [7-Edge 0-1-121 [8-Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.29 13-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.63 13-16 >665 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.16 13-16 >999 240 Weight: f84 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T1: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1468/0-8-0 (min. 0-1-12) 8 = 1407/0-3-8 (min.0-1-11) Max Horz 2 = 135(LC 12) Max Uplift 2 = -256(LC 12) 8 = -228(LC 8) Max Grav -2 = 1468(LC 1) 8 = 1407(LC 1) FORCES. (lb) Wax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2600/1433, 3-4=-2263/1246, 4-5=-2294/1362, 5-6=-2294/1362, 6-7=-1959/1019, 7-8=-1329/780 BOT CHORD 2-13=-1253/2287, 13-17=-913/1969, 12-17=-913/1969, 11-12=-913/1969, 10-11=-755/1650, 10-18=-755/1650, 9-18=-755/1650 WEBS 3-13=-394/410, 4-13=-136/521, 7-9=-614/1479, 4-11=-226/523, 5-11 =-556/438, 6-11 =-416/874 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat.11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=256, 8=228. LOAD CASE(S) Standard Kanisp�rleeutsrrtgMr tnitxrse'dI 1DDE IIDSSS{{"AtlElj 6(W:liliEtilSd[DiDIDDHS CJS1DM1 sl9H'jiIXpDAIiuSNigrlur runr dtup puradmrdrte(!misallisLess Deex�sDle+iytR�; u31hlt'irtpl.Tab!sS1.E idueae Slttttieest. Ddntther+ise dstd istleID[;m} N7ttdtttF9rp:GeIsidit+uel6r rte IDD 1, se r01 is a Trns Drop 1.0— Cu, Seaidubout:;Mvtlrm, TDD upt:tesadempadt El litptl!sundmtnlra respttrlimp'ar 11,1.1,dnesa0e Tmsi jad.,fitTDD alr,rlu T?N. Tit d pa nnoffam ud,p mdmrs, smaile7 Anthony T. Tornbo III, P.E. rd redt5 si�ts5: tq ldt(ir istie respx!iklln.dh�eDnenne 0+atstAfi at4l ed ulie{dpf ty Desipdu,uri�enmridei!K!h!6(tdlie find blirgu1e.1MI. Tee rp-pWalhIDO $80083 ' aet:rie+pDetre u1(vt0r. All n:tssualarkTDDta h,jans—Ip hln4t111!t.1ii¢t(orti tl5de7Wbmuiu{i(j1'11iskt14MriS6(Aturth xe.7hrgmlo!pa:(m:L 4451 St. Lucie Blvd. t1ur6r idnaifaba.td egtalgstt is aaag ipol pm:rsimdlsd lit TlessNoss EgtunisA(T.".eta:iap.rsipsu, trTnss Systm Egmr e.mp1,8,1. 111p.dAtros en, as KAU I,1111. Fort Pierce, FL 34946 (optaighi02016A-IRoafTsusses-Aoihoiry.TomboIII, P.E.Reprodadonofibis dommem,inany form, isprohibiledwithoullist dneapermission from A-1 Roof Trusses -Amhonyl.Tombolll,P.I. Job Truss Truss Type Q1y Ply ASSOCIATED HOMES / SEDONA SKY 11 WAHSS2 A14 Half Hip I 1 1 A0254260 Al Pnnf Tn—a, r.,n D;— Cr onnea Run, o. rcc s Puce, Iz zu11r Print 8.i20s Nov 12 201 f MI I ek Industries, Inc. Wed Feb 14 14:23:10 2018Page 1 I D: psBSgY W 3NJw5800kSDdXfwzIYY1-hX6JOEB RpZnYSnJ MsW 3eKIZ6EXQM 3 LV LT8x6fpzlCpV 1 15-7-14 22-2-0 28-8-2 35 d-n 5x10 : 1.5x4 11 Dead Load Defl. = 114 in 3x4 = 3x6 = 3x4 = 4x6 = 4 5 6 7 Ft U.UV m1 2 QI I IG — I 0 15 14 13 12 11 10 9 3x6 = 1.5x4 11 3x6 = 3x4 = 3x8 = 3x8 = 3x6 11 3x6 = 9-0-0 15-7-14. 22-2-0 28-8-2 35-4-0 9-0-0 6-7-14 6-6-2 6-6-2 6-7-14 Plate Offsets (X,Y�- (10:0-3-8 0-1-81 1 LOADING(psf) SPACING- 2-M CSII DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.19 15-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.44 15-18 >952 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.26 15-18 >999 240 Weight: 185 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T1: 2x4 SP M 31 WEBS BOT CHORD 2x4 SP M 30 `Except` 3-15=0/357, 3-13=-302/834, B2: 2x4 SP No.2 4-13=-358/254, 6-12=-379/317, WEBS 2x4 SP No.3 7-12=-580/1076, 7-10=-1041/687, BRACING- 8-10=-1065/2051 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc NOTES - purlins, except end verticals. 1) Unbalanced roof live loads have been considered BOT CHORD for this design. Rigid ceiling directly applied or 4-10-2 oc bracing. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) WEBS Vasd=121mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 1 Row at midpt 8-10 Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) MiTek recommends that Stabilizers and required and C-C Exterior(2) zone; cantilever left and right cross bracing be installed during truss erection, in exposed ; lend vertical left exposed;C-C for members accordance with Stabilizer Installation guide. and forces & MWFRS for reactions shown; Lumber DOL=1.6d plate grip DOL=1.60 REACTIONS. (lb/size) 3) Provide adequate drainage to prevent water 9 = 1407/0-3-8 (min.0-1-11) pondinc 2 = 1468/0-8-0 (min. 0-1-12) 4) This truss has been designed for a 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live 2 = 200(LC 12) loads. Max Uplift 5) . This truss has been designed for a live load of 9 =-360(LC 9) 20.Opsf on ithe bottom chord in all areas where a 2 =-278(LC 9) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Grav bottom chord and any other members. 9 = 1407(LC 1) 6) Provide 'mechanical connection (by others) of truss 2 = 1468(LC 1) to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=360, 2=278. FORCES. (lb) 7) WARNING: Special bracing installation is required Max. Comp./Max. Ten. - All forces 250 (lb) or less except for panel(s): 8-10 when shown. TOP CHORD 2-3=-2513/1236, 3-4=-2734/1467, LOAD CASE(S) 4-5=-2587/1361, 5-6=-2587/1361, Standard 6-7=-2587/1361, 7-8=-1706/886, 8-9=-1346/750 BOT CHORD 2-15=-1221/2147, 14-15=122012154, 13-14=-1220/2154, 12-13=-1467/2734, 11 -1 2=-886/1706, 10-11=-886/1706 WEBS 3-15=0/357,3-13=-302/834, 4-13=-358/254, 6-12=-379/317, 7-12=-580/1076, 7-1 0=-1 041/687, 8-10=-1065/2051 rt?dq•ntend—INyettiteeth'aatociMISSIISrsfurijam,TEtffSb(i7r:111011CiS79Mji1]'jd(M9CG1F KfhrI 1Yt.irlesippmemeMstaegg.ndslmsDepD-ialMP,ullkW.F1.icahnn4rl.letemSiesf:threat. desdhnistilddtaNelpp,ay U1ieYtneemrg:hsshdE4aditr lk ipp ltk sdiL 4seLn:pnirs kglrxer{I.e.Sxvflp 6dee,�e ttd nnr lUg rgreseds eeuse;la. d5u lrssshreer tdl(tg dtk pshsdnd euhneieg eespnsiiga(fx he hoee'MesgeTrns Epld retltlppadp, ealtrlrN.iki?tigs osuoplun.hd egutHnxt,smdipty Anthony. Tomho IIl P.E. Y .1 rse is the resgnsikilitt dr ow'th Orates rdk?ir4'pelerth rd9its peigc,•.,a14udrd d he 181,3?U(allk, ' lkl?Ibnpai teeGe41cen-Alu3ssdsdhtklppeellk rmtnesal ildnadlhkillie (M'?MM hhrotnn;t(Sf r r p t m ItdWis; rile eed MI. lit ry;ntd drle 1pfe.1 gfielrae dfitTnss. hdtfix laA:�.y rerese,iuMdiu eed Frorsp s4dEkre terra idnd - eMnkd Ind 'deer RFIk5ni3?ite ' It 80083 r r dhrulpellpa6d:edrpedtpehrAglTdigm:aixeinilheTnssrulxiejheeri101Cttdlagoesigte,retmsspnEegterdarhnl5ag.aneiWnlhr©stremataellarla. Petrel h9;tiesap�:sVM!wpesi tr,lmsh's 9' uetsin;sMkArmr,,ehte 4 p a ram' p P 4451 St. Lucie Blvd. CopyrigId 0 2016 A -I Rootf asses- Anthony Hombis III, P.E. Repsodurtion d his dommeni, in any Ners, is probihiled withcul An wrillen permission hons A-] Rooffrusses-AnlhonyT. Tambo Ill, P.E. Fort Pierce, FL34946 Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II A0254261 VVAHSS2 A15G Half Hip Girder 1 2 ti Job Reference o onal Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:13 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-56oS1 GDK6U97JE2xYecLyNBaCkOmGgYn969nG7zlCpS 1-0- 7-0-0 12-9-1 18-4-6 23-11-10 29-615 35-4-0 0 7-0-0 5-9-1 5-7-5 5 7-5 5-7-5 5-9-1 Dead Load Defl. = 5/16 in 1.5x4 11 17 33 34 16 15 35 36 37 " 38 39 13 " 40 41 42'r 43 44 3.6 3x6 = 1.5x4 II 3x4 = 3x8 = 4x6 = 48 = 3x6 = 4x4 = 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.30 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.61 14-15 >690 180 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.32 14 >999 240 Weight: 367 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. REACTIONS. (lb/size) 10 = 3178/0-3-8 (min. 0-1-14) 2 = 2941/0-8-0 (min. 0-1-12) Max Horz 2 = 159(LC 27) Max Uplift 10 = -952(LC 5) 2 = -765(LC 5) Max Grav 10 = 3178(LC 1) 2 = 2941(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except 'when shown. TOP CHORD 2-3=-5882/1615, 3-21 =-7397/21 10, 21-22=-7397/2110, 4-22=-7397/21 10, .4-23=-7898/2242, 23-24=-7898/2242, 24-25=-7898/2242, 5-25=-7898/2242, 5-6=-7898/2242, 6-26=-7898/2242, 26-27=-7898/2242, 7-27=-7898/2242, 7-28=-6871/1949, 28-29=-6871/1949, 29-30=-6871/1949, 8-30=-6871/1949, 8-31=-4287/1213, 31-32=-4287/1213, 9-32=-4287/1213, 9-10=-3070/988 BOT CHORD 2-17=-1477/5178, 17-33=-1477/5203, 33-34=-1477/5203,16-34=-1477/5203, 15-16=-1477/5203, 15-35=-2110/7397, 35-36=-2110/7397, 36-37=-21 1 Of7397, 14-37=-2110/7397, 14-38=-1949/6871, 38-39=-1949/6871, 13-39=-1949/6871, 12-13=-1949/6871, 12-40=-1213/4287, 40-41=-1213/4287, 41-42=-1213/4287, 11-42=-1213/4287 BOT CHORD 2-17=-147715178, 17-33=-1477/5203, 33-34=-1477/5203, 16-34=-147715203, 15-16=-1477/5203, 15-35=-2110/7397, 35-36=-2110/7397, 36-37=-21100397, 14-37=-2110/7397, 14-38=-1949/6871, 38-39=-1949/6871, 13-39=-1949/6871, 12-13=-1949/6871, 12-40=-1213/4287, 40-41=-1213/4287, 41-42=-1213/4287, 11-42=-1213/4287 WEBS 3-17=0/709, 3-15=-787/2653, 4-15=-1072/537, 4-14=-170/616, 5-14=-665/395, 7-14=-347/1217, 7-12=-1330/589, 8-12=-871/3059, 8-11=-2360/900i 9-11=-1417/5009 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 10=952, 2=765. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 225 lb up at 7-0-0, 123 lb down and 125 lb up at 9-0-12, 123 lb down and 125 lb up at 11-0-12 , 123 lb down and 125 lb up at 13-0-12, 123 lb down and 125 lb up at 15-0-12, 123 lb down and 125 lb up at 17-0-12, 123 lb down and 125 lb up at 19-0-12, 123 lb down and 125 lb up at 21-0-12, 123 lb down and 125 lb up at 23-0-12, 123 lb down and 125 lb up at 25-0-12, 123 lb down and 125 lb up at 27-0-12, 123 lb down and 125 lb up at 29-0-12, 123 lb down and 125 lb up at 31-0-12, and 123 lb down and 125 lb up at 33-0-12, and 149 lb down and 120 lb up at 35-2-4 on top chord, and 408 lb down and 87 lb up at 7-0-0, 89 lb down at 9-0-12, 89 lb down at 11-0-12, 89 lb down at 13-0-12, 89 lb down at 15-0-12, 89 lb down at 17-0-12, 89 lb down at 19-0-12, 89 lb down at 21-0-12, 89 lb down at 23-0-12, 89 lb down at 25-0-12, 89 lb down at 27-0-12, 89 lb down at 29-0-12, and 89 lb down at 31-0-12, and 89 lb down at 33-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-9=-60, 10-18=-20 Concentrated Loads (lb) Vert: 3=-176(F) 6=-123(F) 13=-70(F) 17=-408(F) 9=-149(F) 21=-123(F) 22=-123(F) 23=-123(F) 24=-123(F) 25=-123(F) 26=-123(F) 27=-123(F) 28=-123(F) 29=-123(F) 30=-123(F) 31=-123(F) 32=-123(F) 33=-70(F) 34=-70(F) 35=-70(F) 36=-70(F) 37=-70(F) 38=-70(F) 39=-70(F) 40=-70(F) 41=-70(F) 42=-70(F) 43=-70(F) 44=-70(F) 6'seq • IleesrRsngHrrniesih *Ad IDGf II'vSiBiSRIFI'16IF01;i(U118 (Oh 0105S f7110Mj Cn�') dplG4ricSYE� its. ierrti desip tueaden e>1 red eN?s nlfisl:est )etist 9inia9 EffU; ni lta AtllcerT. islaD!, t.Lldneae Sln! t:`ce est. Odess aiv ise sled all TD!,,m!i ILTekcm",I:tessill I-AWNUDn1"'Ot AsLLns Desyet.peeep.e,<!e:ieal6pee rtl:S•dnoJ100sepeseettupvpa:tel#pdassind eLs:eeeneg rtinul!lal me les!{a<,Res:eg!LTnssty;neinlit TDD all, eadeMi. Anthony T. Tombo III, P.E. cd ae elt5!s iisshreq tellisg61husrusOnar ifft0mr,fie 0- soialidegeS c lit Adleieg Dui¢*r,a N mhe disc Ill. 6111: alne6tAkA gole iml. legp se!Un, TDDailmM1elt neAtleTntt. iedrfiulaa9iE:}sz:ge. ieshlletiw ut Ges"s3 sSili'n l:•t tt!lauSD:hd ;: 80083 IM Sn tag Des",raesed [co:ef+:. Ali alessenl sfit lDD nl lit gems©t ydems.1WWhit 6clrof Self 14slsa=, ,,PINIAi?MrdSS(A uerdereldist VeHilala(_TFrILEi23iae:eslsn iSAesus b`sr.lzt!ess6eaper,Lsss3es!pngivawamssrr dehur, aks 4451 St. Lucie Blvd. .1-i. hitui Etn(ev.�d egedgn ie vriiq lJ ill len:%lHelnl ThTress cesimbijar is gel b In Iq hilisa,«iris$pOm Equneemt*ltiq. Ali rcp .ad4rasnem deladialirl. Fort Pierce, FL 34946 (opyright02016A-Itaalhusses-Ant6onpl.TomhaIII, P.E.teprobclionofibisimarmntinanyform,isptohibiledwithcutthewrinenpermissionfromA-111cofisasset-Anlhonyl.inmhoIII,P.f. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 B01G Hip Girder I 1 1 A0254262 Job Reference (optional) � Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 7-0-0 4x10 = 15 29 4x8 = 2x4 11 3x8 MT20HSII Run: 8.-izu s Nov iz zui i 1'nnt: tl.12U S Nov 12 ZU1 t MI I ek Industries, Inc. Wed Feb 14 14:23:16 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-VhTbflGCPPXiAinW DmA2a?p9vxY1 T4FDr4ORtSzICpP 115x4 I I 3x8 = 1 3k6 = 30 3113 32 33 7x10 MT20HS= 0= 12 34 11 4x10 = 2x4 II Dead Load Defl. = 1/4 in 4x8 = 3x8 MT20HSI I LOADING(psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 CSI! TC BC WB Matrix 0.66 0.45 0.76 -MS DEFL. in (loc) I/deft Vert(LL) -0.24 13 >999 Vert(CT) -0.49 13 >764 Horz(CT) 0.11 9 n/a Wind(LL) 0.26 13 >999 Ud 360 180 n/a 240 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 179 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 9) In the LOAD CASE(S) section, loads applied to the WEBS 2x4 SP No.3 3-15=0/523, 3-14=-608/1993, face of the truss are noted as front (F) or back (B). WEDGE 4-14=-538/325, 5-14=-709/214, Left: 2x4 SP No.3, 5-13=0/400, 5-12=-633/190, Right: 2x4 SP No.3 7-12=-581/355, 8-12=-613/2006, LOAD CASE(S) BRACING- 8-11=-0l536 Standard TOP CHORD 1 Dead + Roof Live (balanced): Lumber Increase=1.25 ) ( ) Structural wood sheathing directly applied or 2-6-14 oc NOTES- Plate Increase=1.25 purlins. 1) Unbalanced roof live loads have been considered Uniform Loads (plf) BOT CHORD for this design. Vert: 1-3=-60, 3-8=-60, 8-10=-60, 2-9=-20 Rigid ceiling directly applied or 7-11-15 oc bracing. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Concentrated Loads (lb) MiTek recommends that Stabilizers and required Vasd=12dmph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Vert: 3(B) 6=-122(B) 8=-176(B) 15= 408(B) 14=-69(B)7=-122(B) 12=-69(B) cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantileverlleft and right exposed ; end vertical left 24(B) 11= 408(B)) 24=-1=-123(B) 25=-122(B) 26=-122(B) exposed; Lumber DOL=1.60 plate grip DOL=1.60 27=-122(B) 28=-123(B) 29=-70(B) 30=69(B) REACTIONS. (lb/size) 3) Provide adequate drainage to prevent water 31=-69(B) 32=-69(B) 33=-69(B) 34=-70(B) 2 = 2647/0-3-8 (min.0-2-3) ponding. 9 = 2653/0-3-8 (min. 0-2-3) 4) All plates are MT20 plates unless otherwise Max Horz indicated. 2 = -65(LC 6) 5) This truss has been designed for a 10.0 psf bottom Max Uplift chord live load nonconcurrent with any other live 2 =-71O(LC 8) loads. 9 = -713( LC 9) 6)' This truss has been designed for a live load of Max Grav 20.Opsf onithe bottom chord in all areas where a 2 = 2647(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 9 = 2653(LC 1) bottom chord and any other members. 7) Provide 'mechanical connection (by others) of truss FORCES. (lb) to bearing plate capable of withstanding 100 lb uplift at Max. Comp./Max. Ten. - All forces 250 (lb) or less except joint(s) except Qt=lb) 2=710, 9=713. when shown. 8) Hanger(s) or other connection device(s) shall be - TOP CHORD provided sufficient to support concentrated load(s) 223 2-3=-4814/1335, 3-24=-5742/1643, lb down and 225 lb up at 7-0-0, 123 lb down and 125 4-24=-5742/1643, 4-25=-5742/1643, lb up at 9-0-12, 122 lb down and 125 lb up at 11-0-12 25-26=-5742/1643, 5-26=-5742/1643, , 122 lb down and 125 lb up at 13-0-12, 122 lb down 5-27=-5800/1660, 6-27=-5800/1660, and 125 Ib up at 15-0-12, 122 lb down and 125 lb up 6-7=-5800/1660, 7-28=-5800/1660, at 16-11-4,I122 lb down and 125 lb up at 17-11-4, 8-28=-5800/1660, 8-9=-4868/1351 122 lb dowry and 125 lb up at 19-11-4, and 123 lb BOT CHORD down and 125 lb up at 21-114, and 223 lb down and 2-15=-1156/4221, 15-29=-1154/4239, 225 lb up at!i 24-0-0 on top chord, and 408 lb down 14-29=-1154/4239, 14-30=-1722/6275, and 87 lb up at 7-0-0, 89 lb down at 9-0-12, 87 lb 30-31=-1722/6275, 13-31=-1722/6275, down at 11 i0-12, 87 Ib down at 13-0-12, 87 lb down 13-32=-1722/6275, 32-33=-1722/6275, at 15-0-12,187 lb down at 16-11-4, 87 lb down at 17-11-4, 87 Ib down at 19-11-4, and 89 lb down 12-33=-1722/6275, 12-34=-1117/4289, at 11-34=-1117/4289, 9-1 1=-1 118/4270 21-11-4, and 408 lb down and 87 lb up at 23-11-4 on WEBS bottom chord. The design/selection of such 3-15=0/523, 3-14=-608/1993, connection 8evice(s) is the responsibility of others. xarury•tfetsetlurryNrmiaxlk'AI IGG't lipiSESr'sEtlEPA 6[Ac1A; TEU1l8(GAGi11DSSfGS1Dx1 EETa'iA(YlGidEOGNFAi itte'i TaiFr dedya yutaefers asl«al estas ntlislrest DesgsDiaeisy(Ef4 td lkalaHnrT, lertlapi,rl lderesse 4"Itah!ease. Gahtsttler+ise dald totlelDD,sah WTetonadrt Iir.tssit! is ssefirtteT7D is le etet. AstTrns Dull. kylna(I.e,Sueithf kduer'61 van nyTDO repesetlsaoteyaa:eddr yrslnsWden enterzgnnlillf(hr ltre l[s.atdae ssceTsns Lydd aetk lDD sdl. nderleFl. Tk ies gs nsroNie .Itdegm6axs. nnssiuT rl tse tislis lnss4r ntlsiliiey(s lke rzsynsiEilpy tlik O.ier.@<Ow,eist�:�riasieg9rt3e lnlfiry DesiyMr,aAss nrhrl silo lK,ia;E(udtle yeidla'�igule¢f lPil.letfynseidlle lGO ml nr tieNosadtlt rest, aastlglaS,•,!g,s!egt,fuklldin ul kar:�, slillt: M_•rgrras56hd Anthon T. Tombo III P.E. Y ' ' axtr:6i Dei . itrlCMrda:-Ail u3s stlmtk de Ho td of adtusad L9nesefds 1.16 (as aed SAr laim�u NisW! Ind SlfA nenknmt3!ar ten' :1aa-TPFl hpse;leres 'ltdin aaWn CxeLtss Desl enimss Des: E.ereel Tess➢ 11'rer,xkst 3 1x P s t 7 {to1;p T T r' F� le ne w 80083 4451 St. Lucie Blvd. ttatx6e IalitdATo ksf:td tgeaA eyta ®xdpq IT ill yuUes la�dsei ihelnst Gasix EeyVeen is tlDike tziAdg Gasiyne, rtTnu STs?es k;ieeer t:'®y lepgay. All sgIdadtrrrss nem iefael Es1111. Fort Pierce, FL 34946 (opy7ighlD2D16A-liootimsses-AnihonyT.Temba116P.E. Reprodudiondihisdommenl,inany form, isplo6ibitedwithoulthe written permm issienheA-1RootTmsses-AnihoF.nyLTOADIll,P. Job Truss Truss Type QtY ASSOCIATED HOMES / SEDONA SKY II A0254263 WAHSS2 l B02 Hip 1 �PIY Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:18 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYr-S3bL4_HSxOnPP?wuKBCWfQuVC19gx66WIOtYxLzICpN 8-7-8 15 1 8 21-7-8 30-7-8 8-7-8 6-6-0 6-6-0 9-0-0 4x8 = NOT SYMMETRICAL 1.5x4 II 4x8 = Dead Load Defl. = 3/16 in 4x6 — 1.5x4 11 5x8 = 1.5x4 11 3x4 = 3x8 MT20HSII 15-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.68 Vert(LL) -0.13 6-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.31 6-16 >999 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.08 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.19 6-16 >999 240 Weight: 137 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except` T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 1212/0-3-8 (min.0-1-8) 5 = 1238/0-3-8 (min.0-1-8) Max Horz 1 = -76(LC 8) Max Uplift 1 =-193(LC 12) -5 =-200(LC 13) Max Grav 1 = 1212(LC 1) 5 = 1238(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2029/1048, 2-3=-2065/1212, 3-4=-2065/1212, 4-5=-2023/1058 BOT CHORD 1-8=-756/1704, 7-8=-755/1710, 6-7=-762/1719,5-6=-762/1713 WEBS 2-8=0/326, 2-7=-201/565, 3-7=-426/318, 4-7=-199/557, 4-6=0/327 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=193, 5=200. LOAD CASE(S) Standard feug-11esse AssuplrreritefSe'AT 130' nIS2 SEttin REIrs. TEN tfolinchsGRASS@8'; dCIpDTiiED'uLLENi'Iem. Trill hop resmdlrsrdnded>.Sa nSTre's Mir Drwq[Irv"ld IN AAnrT.TexhSOr, rtItlertre Steel Sete ae, Udt,&'Vieni"Slotl is dt lDD,aly VOTeltatteNrr!ets still 'a indfir IN TODIs It ohi. As ITress Nor, I.O.St{Lt.Sft:ItAr EtiittM;,9t.4 1. nlTOD pasteas to ongm:tShc:e rrol?ssetd"pis;ite osrusllliet hirINlisp It IN s%feTrus i!pAd to fit leD Sell, vaderTPFI. The Islip assmgm1,el:IT uliinns-stI141ury Anthony T. Tombo III, P.E. t•A Sse ittls TmsStlq telfal ie the resrysoilAl 4pe O.S"it, OntiscA;stuSil, of I. It, Ithliq Not.!,So Ile nehd 9see R(,n?KWON ful We,; We ml MI. The Srjmsl IT tit TOO W nrfieli tse Sotit inss, adt6gtsft+swIII, uShOenn.9ham SWIM ite nslui3iy.1 t80083 ' tteF,dtag DEs�,rae W(f9'.lOJ'.l'oe4sslot At*1DD rd Gl rlNins.1pieties of IN GtlOq(mpam Ssstir it nl oad Sl(ASutles 111t,peeno Flat, WI AfteSsneaeytvilddils eerI tits tl4eTms lksiporltss Defipa EDgixtrled Tlt3568i>il(4!lf, R'!eS 4451 St. Lucie Blvd. tYerwitt ldild 1po(ed•N egtlHeileferritig lr dl ten:Ss irneitei lSeTnss Cref,�Es3iteeris ACT is 6mda7OSS:pieySSTn!s$e:u EgnterS®rtnl"urt. Ail ip1L1ttd.,=snSmddad I,Ttll. Fort Pierce, FL 34946 (opyright02016A-1Roof Trusses- AnlhenyLTonto III, P.f. Reprodudionofthis do(umen,inSol form, isprohihBedwifheulthe written peemissimfrom A-IRoDiTtesses-Anthonyl.Tornio 111,P.L Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 B03 Hip I 1 1 A0254264 Job Reference (optional) - • �•a••�:, - • •• �• �� ,.�� a e rr n ra. o. 14V s rvov IG ZU I e I%nI I eK Inausuies, Inc. vvea i-en 14 14:23:20 2018 -Page .1 ID:psB5gYW3NJw5800kSDdWwzlYr-OSj5VfJjSd17fJ4HScE_kr sTZo?P?npmiMeODzICpL 4x4 — LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 1212/0-3-8 (min. 0-1-8) 7 = 1238/0-3-8 (min. 0-1-8) Max Horz 1 = -92(LC 8) Max Uplift 1 =-211(LC 12) 7 =-218(LC 13) Max Grav 1 = 1212(LC 1) 7 = 1238(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2113/1193, 2-3=-1787/1017, 3-4=-1546/974, 4-5=-1549/979, 5-6=-1792/1022, 6-7=-2108/1195 BOT CHORD 1-10=-939/1819, 10-19=-714/1664, 9-19=-714/1664, 9-20=-714/1664, 8-20=-714/1664, 7-8=-938/1832 WEBS 2-10=-348/390, 3-10=-233/523, 4-10=-293/156, 4-8=-290/149, 5-8=-234/528, 6-8=-359/383 1) Unbalanced roof live loads have been considered for this design. 2) Wind: IASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Ezp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed!, end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.69 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live) load nonconcurrent with any other live loads. 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing) plate capable of withstanding 100 Ib uplift at joint(s) except at --lb) 1=211, 7=218. LOAD 6eruq nusaneaytJrr3.i3.m•Aa locf 9555rifun Mall Ing&(Or ENS enlor,iala•; urlca;Eocuflr larS.r!!AJ �eL9lrlfeAdell i'AIt�1i13S391'Y51tF5a P35�jt JfeY1111Ri�etH l�llnNjl, IaSll GfrE ltlweafl11i33 iel1rlgt. Q6I1334nH�15l Slnel eSnl TUr.fAp NATekii mrI"IRsSWItesdfornelagl3kesihl.AsearnsDesna6praer¢e,Sxoeaykste),61Seri eoalToo apesmseasmg7�cesinepaissslreder,aerleerspresnllal`orneees!psafnessieTnsskrmlmtleitroaety,rfalfFt.itaksganaapnes.netapoelmIlolDelaey detednis lassn:lt161[like AnthonyY P.E. Key resimibUty eftkO-Uh Qreis r1wri2d qat w lit WA SS Duipse3,n N reebn Fife ' IaRa:Irt10e5!S!aee ed te6•vaa3.All e,Rs Sol of a ne Too ed nr 3 of ill lil6q(eapcae3I Wilrlfemuln;6Cilj014,11r34y a36[aslne Ntd Grol3eel Rl. Ill oppaae. dlh yoh od ny fiellneetne cant. ude6a ld5rg saege.fuhllaan vee Eretgs431tk6e respsnld:hd In .TomboIIl .80083 , pwasal piftl deMsel�rdl o6af:e0e da a®tt@e 1 dl artas!n?3ei lkeinss C,ss P 3a N 1 r A �fapaea i3lCI4a 6NdaA oui;ser,nTast lyi'3a d Ru nenImstel!n P dpincL TFN 05.113rnpas!4lfms W61'iue'dt;Lns oeslpeeLUess ks4afapix3r.1 fall W.Wo e:er,eexss Fspiear a`. aA lnllisp. All rgif:adk;os eamldael laRFl. 4451 St. Lucie Blvd. (oppTight©2016A-IRooffrusses•AnihooyT.Tomholll,P1ReprodooionofthisdoAumenf,inavyfnral,ispAihibhedOhmthewrittenpermissianfsemA•]Roofhosses•AnthonyLTomhoIII,P.E Fort Pierce, FL 34946 Job Truss Truss Type Qty ASSOCIATED HOMES / SEDONA SKY II V►/R1HSS2 t B04G Hip Girder �Ply 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design(a_)altruss.com Kun: rs.izu s Nov rz zu I e Fnnc a. lzu s Ivuv 14 cu 1 e IV[! I UK 11Its— !UJ, !I— .._� 1 = u'. . ID:psB5gYW3NJw5800kSDdXfwzlYYj-KggswLKz_FHrudEgZ1 HSpG3BSMYdto86DO046zlCpJ 6� 3 12-7-8 17-7-8 23 10-13 30-7-8 6-4-3 6-3-5 5-0-0 6-3-5 6-8-11 4x4..'�- NOT SYMMETF;ire L 3x4 = Dead Load Dell. = 3/16 in 3x6 11 6x8 = 6x6 = 6x8 = 3x8 11 5x8 = 5x8 = 4x8 11 6 4 3 12-7-8 17-7-8 23-10-13 30-3-8 347-8 6-4-3 6-3-5 5-0-0 6-3-5 6-4-11 0.4-0 Plate Offsets (X Y)— [1.0-0-0 0-1-1] 11.0-0-12 0-8-1 1] [7.0-1-11 Edge] [9.0-4-0 0-4-0] [11:0-4-0 0-4-0] [12:0-4-4 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.19 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.38 8-9 >965 180 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.18 8-9 >999 240 Weight: 379 lb FT =10% LUMBER - TOP CHORD 2x4 SP M 30 `Except` T2: 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 7159/0-3-8 (min.0-2-15) 7 = 7938/0-3-8 (min.0-3-5) Max Horz 1 = -109(LC 4) Max Uplift 1 = -1558(LC 8) 7 = -1705(LC 9) Max Grav 1 = 7159(LC 1) 7 = 7938(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. .TOP CHORD 1-2=-11897/2592, 2-3=-8673/1950, 3-4=-7748/1805, 4-5=-7728/1813, 5-6=-8646/1958, 6-7=-1 1442/2574 BOT CHORD 1-20=-2332/10613, 20-21=-2332/10613, 12-21=-2332/10613, 12-22=-2332/10613, 22-23=-2332/10613, 23-24=-2332/10613, 11-24=-2332/10613, 11-25=-1617l7733, 10-25=-161777733, 10-26=-1617f7733, 9-26=-1617/7733, 9-27=-2216/10162, 27-28=-2216/10162, 28-29=-2216/10162, 8-29=-2216/10162, 8-30=-2216/10162, 30-31=-2216/10162, 31-32=-2216/10162, 7-32=-2216/10162 WEBS 2-12=-445/2569, 2-11=-3324/800, 3-11=-767/3516, 5-9=-769/3492, WEBS 2-12=-445/2569, 2-11=-3324/800, 3-11=-767/3516, 5-9=-769/3492, 6-9=-2843/771,6-8=426/2185 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except fit --lb) 1=1558, 7=1705. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1123 lb down and 276 lb up at 1-4-4, 1126 lb down and 227 lb up at 3-4-4, 706 lb down and 137 lb up at 5-4-4, 681 lb down and 152 lb up at 7-4-4, 650 lb down and 164 lb up at 944, 650 lb down and 169 lb up at 114-4, 650 lb down and 169 lb up at 134-4, 650 lb down and 169 lb up at 15-44, 650 lb down and 169 lb up at 16-2-12, 650 lb down and 169 lb up at 18-2-12, 650 lb down and 169 lb up at 20-2-12, 650 lb down and 169 lb up at 22-2-12, 650 lb down and 169 lb up at 24-2-12, 650 lb down and 169 lb up at 26-2-12, and 1250 lb down and 245 lb up at 28-2-12, and 1257 lb down and 238 lb up at 30-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 7-13=-20 Concentrated Loads (lb) Vert: 10=-650(F) 15=-1123(F) 17=-1257(F) 20=-1126(F) 21=-706(F) 22=-681 (F) 23=-650(F) 24=-650(F) 25=-650(F) 26=-650(F)27=-650(F) 28=-650(F) 29=-650(F) 30=-650(F) 31=-650(F) 32=-1250(F) tGe�dq•r6e:etluegF.lrrs•iePlSe'Ad IDC(fiLRSsS(S[ta�6Er;nLTE131Sa(CptiIICAS (DSiCRt Sl1]ji(iHDA',CuSN( bl®.III.*hap pEoesmuseedI'm saes loisishess htp D,t.ig(tVj W 110 Wort T; ilD 11111—%eitkb,t to. Ddess aenise Adel eo6e TDDAw MiTtk utem,pldnsisil(etseebr6tTDDtkInd.AsetntthIlitltdtte .tesssil—Y DDuposst-!aep,.,ellkpal:selndegle[:!it@us@uoMmri;tee!sp ifts:t;1ElosshPA4 ,Ike In tell,ralerl 1.ltrieapannnpae,hrfk7mdnx!,stntlllry AnthonyT. Tombo IIT, P.E. CJ esld6b T.slwul laleirg is to lesInInDApdt!AD>tl!I,bkO'r2t15673J!RFe ge]1Yte klllill hsil"!,Othtfuted d Ise W'62 ,nine le,dWin (tie alKI. lie gp!e!eialit TOD WgI1,11 is, 66e loss. 1061 1,zi1q, I%, $0083 61rtiFtlDt!iYR'V>i(¢e:;eM'.All Wes WmlIJfit 1DDevI6tpaus.1inI`�iesdioInleil4.lwSddfI11Tdltt(rlS"PWsWSjMIslumule!t0.'elt,FM➢1pissmItlrE5g56:1t3@N,�:4i;8ie!W41-tS.1,10oSsDIApir.I,ESshvillEope!0lloss iP(e!!t:IF.Y'!ti 4451 St. Lucie Blvd. t6eNu ldie4ira(ed¢0 speed opEthv,itieeiy ell pates b�:-0Iei lbeTltss C+slp Fgieeerls ACT Ce rai>d;el:est@a¢r,rtTn!s Systea Faiit!erd©r6+iILq. Rlltgc'iup h;©s trees ietm4hiPn. Fort Pierce, FL 34946 (apyrigblC42016A-I Roo(Trusses-AnlbunyT.TemboIll, P.E. Reproduaionofibisdommenl,inenyhrm,isprohibiIedwiDScullit written permission framA-IAooilrusses-AnthonyT.Tomb Ill, P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 C01G Hip Girder I 1 1 A0254266 Job Reference (optional) 1 .$ _ Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:25 2018 Page 1 I D: psB 5qY W3 NJw5800kS DdXfwzlYYj-I P W_YN MrHAfQ14zE F9g9RvhhFaUT4G W Yvz3 Ph Rzl CpG -1-0-0. 7-0-0 10-8-0 14-4-0 21-4-0 22-4-0, 4x8 = 1 l I 1.0x4 11 Dead Load Defl. = 1/8 in 6.00 12 2 co 0 2 6 ' Iv 0 ' e 10 19 9 20 8 e i 3x6 — 1.5x4 11 5x8 = 1.5x4 11 3x6 — 7-0-0 I 10-8-0 144-0 21-4-0 7-0-0 3-8-0 3-8-0 7-0-0 Plate Offsets (X,Y)—[2:0-6-0,0-0-101,[3:0-5-0,0-2-01,[5:0-5-0,0-2-011[6:0-6-0,0-0-101,[9:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.11 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.24 8-16 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.12 10-13 >999 240 Weight: 98 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30'Except- 2) Wind: ASCE 7-10; Vuit=160mph (3-second T2: 2x4 SP No.2 BOT CHORD 2x4 SP Ni gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; WEBS 2x4 SP No.3 Cat. 11; E p B; Enc1.,,GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc 3) Provide adequate drainage to prevent water ponding. puriins. BOT CHORD 4) This truss has been designed for a 10.0 psf bottom Rigid ceiling directly applied or 6-6-4 oc bracing. chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required 5) This truss has been designed for a live load of cross bracing be installed during truss erection, in 20.Opsf on the bottom chord in all areas where a accordance with Stabilizer Installation guide. rectangiell3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 6) Provide mechanical connection (by others) of truss 2 = 1787/0-8-0 (min. 0-2-2) to bearing plate capable of withstanding 100 lb uplift at 6 = 1787/0-8-0 (min. 0-2-2) joint(s) e> cept (jt=lb) 2=492, 6=492. Max Horz 7) Hange�(s) or other connection device(s) shall be 2 = -65(LC 6) provided sufficient to support concentrated load(s) 223 Max Uplift lb down and 225 lb up at 7-0-0, 123 Ib down and 125 2 =-492(LC 8) lb up at 9 0-12, 123 lb down and 125 lb up at 10-8-0, 6 =-492(LC 9) and 123 lb down and 125 lb up at 12-3-4, and 223 lb Max Grav down and1225 lb up at 14-4-0 on top chord, and 408 2 = 1787(LC 1) lb down and 87 lb up at 7-0-0, 89 lb down at 9-0-12, 6 = 1787(LC 1) 89 lb down at 10-8-0, and 89 lb down at 12-3-4, and 408 lb down and 87 lb up at 14-3-4 on bottom chord. _ FORCES. (lb) The designn/selection of such connection device(s) is Max. Comp./Max. Ten. - All forces 250 (lb) or less except the responsibility of others. when shown. 8) In the LOAD CASE(S) section, loads applied to the TOP CHORD face of the truss are noted as front (F) or back (B). " 2-3=-3328/914, 3-17=-3251/935, 4-17=-3251/935, 4-18=-3251/935, 5-18=-3251/935, 5-6=-3328/914 LOAD CASE(S) BOT CHORD Standardl 2-10=-768/2898, 10-19=-769/2922, 1) Dead + Roof Live (balanced): Lumber Increase=1.25 9-19=-769/2922, 9-20=-723/2922, Plate Increase=1.25 8-20=-723/2922, 6-8=-723/2898 Uniforml Loads (plf) WEBS Vert: 1-3=-60, 3-5=-60, 5-7=-60, 11-14=-20 3-10=-23/658, 3-9=-231/553, Concen{rated Loads (Ib) 4-9=-502/319, 5-9=-232/553, 5-8=-23/658 Vert: 3=}176(F) 5=-176(F) 10=-408(F) 9=-70(F) 4=-123(F) 8=-408(F)17=-123(F) 18=-123(F) NOTES- 19=-70(F) 20=-70(F) 1) Unbalanced roof live loads have been considered for this design. &'edq nose drrtgtlrna!x lke•i_1lDefnusBrSE(IFPj 6(69iS If1i1SdCDECi11D9S(1STDRj 9419;ktCMDDtED'uGEXi'tiss ieri[Inip ramdtn efdnai etfes osWlon OnsrD-ig(TIV, trl th Ads rT.TsxuM rL ldtrex,(14*1in. Yids' ftxrise ntfei tt tle IDD,w:i klTekcttrtmgann1lIs nel fit as TDDhhnut. As 9Tracs Desiphpna{Le,Stecaft hpre,t!l ud so By fepesetts�sson edtle pal!SSlttdlf�AF!ritp f!gmlkildlkl!l lEs:[aAlle sa;einst kp nd tetle TDD ttit, paler li"tLih ispmnapim,ficirt<ulinn!, natmry Anthony T. Tombo III, P.E. j.,tons'Tz:s4esty Isdiiwh fit WIN!i;In,.a�e0.nLxtenr:tt�;:igsilrthramt!Dint.asNintood1tX !s:tellie tlWkii!triiWt.1K1.lifspnNitltlllDDOielrfitlit3tdltTn!LW�toRl9C}4Ftpf,!1nDtlltnihrt3gfk�Alldet!�i:htl �80083 ieklagDesaim 110M..Jul oitoN?is NTDD 1114 proton.1 PdOsdlkettill!q(WrAw Sdery la'amtnnRCf pol,,W kt TM so SKA nerdimiiti pant plus TIR k9n:ltrnp.114ne edWin of brinlempn.lnflonk�ahgneernrinss llauttCr:n,nsff 4451 St. Lucie Blvd. txf■nidtiktottdrma�eatp,tuvmgydipmnlndteiTkehnstru�htomIsNOT etaa9rerpa,trinuSys!nEvotfdmrb+a�ayulcq�mlWastfenhh,11011L Fort Pierce, FL 34946 Copyright 0201AAA Roof ifusses- Anthony I.Tombs HLP.E. Reproduction of this document, in any form, is If Sohilfifed without the wriffen permission from A-1 Rcof Tmsses -Anthony T. Tombis Ill, F1 Job Truss Truss Type Qty ASSOCIATED HOMES / SEDONA SKY II A0254267 WAHSS2 ' CO2 Hip 1 �PIY 1 Job Reference (optional) Hi KooT trusses, ror( rterue, rL raayo, ua osye i�wa s u uaawnr 6.00 12 1.5x4 ,\ } 3 3x4 = 4-6-3 5x6 = 5x6 = 4 __ 5 11 18 10 19 9 3x4 = 4x4 = 3x4 = ed Feb 14 14:23:27 2018 Page 1 Dead Load Defl. = 118 in 7 Io 3x4 = 6 v 6-8-0 14-8-0 21-4-0 6-8-0 8-0-0 6-8-0 Plate Offsets (X Y)- [4.0-3-0 0-2-0] [5.0-3-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.18 9-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.30 9-11 >858 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.09 11-14 >999 240 Weight: 94 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 913/0-8-0 (min.0-1-8) 7 = 913/0-8-0 (min.0-1-8) Max Horz 2 = -82(LC 10) Max Uplift 2 =-183(LC 12) 7 =-183(LC 13) Max Grav 2 = 913(LC 1) 7 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 'TOP CHORD 2-3=-1544/871,3-4=-1358f784, 4-5=-970/681, 5-6=-1358f784, 6-7=-1544/871 BOT CHORD 2-11=-664/1356, 11-18=-361/970, 10-18=-361/970, 10-19=-361/970, 9-19=-361 /970, 7-9=-673/1356 WEBS 3-11=-330/324, 4-11=-172/456, 5-9=-172/456,6-9=-330/324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=183, 7=183. LOAD CASE(S) Standard Gcaiq llnse NsnolhlrrtAenl3e'A•1130i 111B-tsrirtlll F6ElaitTEU1SIne.Ta'ifd desip F.-lers a,d reed Batts"INS %S'Dup Lawia)IIM erd h Admit TeahaDCr.LId.-9tel he`:ate ne. odesssthn+ise Adel Bede TDD,%a Mlsuaeemr 01s skni:h ill Urat UDithe r44. 4s anan Duira Up- (to,1p.11kdmm;.ill s:dno!TODrepneus ae-p.adIt, pr1mil.deq.nip isjusnaathr it, dn:lge`tta s4eTres dtp.al uAtToo ulle Met 1-1R. Thefis,n,eupnu. Iarslmanns. smilnry Anthony T. Tomba 111, P.E. uA ' 11,eisTrns4e ea!ldldiryRlhe rzaposihilihdlk Dnn, the O+nisstarirdopeaf r: the krlliepDniper,pr:a saAendtie lRLsaldradthludl+Gsgredi ndf�Ll. legpW dih lDDail nl tiefdesedBv Tnss,fode6gRrA!y, wrye,AMilnndtteagshdiha Pansprw.lyd a80083 INNIIaD saga?Wunt do?. ill: aMSill.?.NTDDullieriisnes®dpddiesattl:Inl6y(a¢pw Sell 14'stin"Mr,I&shedk!TMrASWarrdvaxedkapxNplit. 4451 St. Lucie Blvd. F1FMuldil[d I7a CBd'Ne!(lM anO(e winiep l!dl pemnlAdr¢S TACTRSI DEiIS ERpiaeltlS!IDT CR rNa9p.FSfp1H,RTraef S!A!L r2'IAntdfl(hr1Id111. All agitdi-flew wiss dddd hill T. FOIL Pierce, FL 34946 (opprigbl 0 201d A-1 Tioal Tiosses- Anlhogl Tnmbo lll, P.E. leprodudion of ibis document, in any form, is pinbibided wilheut the written peamissioo from A-16aofliasses- Anthony T. Tomb Ill, P.E. Job Truss Truss Type Qty ASSOCIATED HOMES / SEDONA SKY 11 WAHSS2 CO3 Common 2 �PIY A0254268 Job Reference (optional) 1 n e —U, e r ubbcb, run MUI: , FL J Wa U, uebrynLd i uuss.wrn 6.00 12 1.5x4 3 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-10-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 913/0-8-0 (min.0-1-8) 6 = 913/0-8-0 (min.0-1-8) Max Horz 2 = -95(LC 10) Max Uplift 2 =-194(LC 12) 6 =-194(LC 13) Max Grav 2 = 913(LC 1) 6 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1571/919, 3-4=-1364/817, 4-5=-1365/817, 5-6=-1570/919 BOT CHORD 2-10=-717/1388, 10-17=-297/851, 9-17=-297/851, 9-18=-297/851, 8-18=-297/851, 6-8=-725/1387 WEBS 3-1 0=-356/392, 4-1 0=-245/505, 4-8=-245/506, 5-8=-356/392 NOTES- 1) Unbalanced roof live loads have been considered for this design. mun: o. IN Is IVOV iz ZUl t Ynnu tJAZU 5 NOV 1Z ZU1 / MI I ex Inaustnes, Inc. WeO t-eb 14 14:23:29 2U18 Rage 1 I D:psB5gYW3NJw5800kSDdXfwzlWj-dBIVOkQMLOArEhGOU?v5blrQUBxtO448gb1 dgCzlCpC 10-8-0 16-10-3 21-4-n 99-4-0 46 = 4 17 9 18 8 3x4 = 3x4 = CSI! DEFL. in (loc) I/defl TC 0.48 Vert(LL) -0.12 8-10 >999 BC 0.59 Vert(CT) -0.24 8-10 >999 WB 0.21 Horz(CT) 0.04 6 n/a Matrix -MS Wind(LL) 0.07 8-10 >999 2) Wind: SCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Ezp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Fxterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This tnlss has been designed for a 10.0 psf bottom chord live' load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle13-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provid mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=194, 6=194. LOAD Dead Load Defl. = 1/8 in 1.5x4 5 6 - 7 e' Io 3x4 = Ud 360 180 n/a 240 PLATES GRIP MT20 244/190 Weight: 99 lb FT = 10% 6wuug•flee;etlenuiNrresiertle'L-I loci nrss(srsE(s(1j68H::TEWI(ON:7iIGtiSNS10Mt tVl]')1(elFA1EG6NErr Inr, 19iorl.rui I r.E. Mrrewe sltefEeEore ese. gNcss Nlw+ise Csfed retietoo,un!y 1iJTeecneemrp's!esslili E�welhr Rt lBDUuMiL Asehns eesipv frpis2w[.e,6peauar Futlnerpt9e s!NwnrTDD represews ie wn7Ere;eNlee pnlnsUed euAseAq rzsruetiNiRp hrhe lts:p>Nau ssptTmsEepaelretle loD ael(,ualwtrFl. Ttzks�ga nnaflnw.baagorlmxs,smrliNr Anthony T. Tombo Ill, P.E. e.A use rtihis Tsusik ugtaipro it to respnsililih ulF.etlueeM�Ow.n's uut�rutJ a;eAwlke FHlliep Ouiiuer,aP.e neleNNlu lrf,"tia ir(urdtlu larNk;e'63i rde¢dR:l. Ile epTnui ul l9elaU ueluorheN ne ettie Toss.uUs6¢!ad!6rl. shnrF, irsnllrlin ¢d tre�.'r t4ilfM l�:esptiY:l:t7 rf .'L 80083 ' INN.Igaeflaerd(ra"•eea.ti:¢xsfnamafhTDOWIL,piatnesmlp.ilulmS'fIhNIL" (.pmsetepiiurndiu¢(<,f�.peNisleJSTr?IMsrlAwe:efvexe!!upemda':das�lrilh5ee;9ensreai43;lies[e,".false`4xUessDtslptt,l:ess7esluEe}ism®lTmtbiahae�eywess g451St.lueieelvd. skrMsr lNirEElro!eIDrWefleedopueumitiurbell part:n lc�eLei Tk,%ss UsIp[9ieeeris lCTGk ru!dal Ees!paw,wTnsssyY:ea: �liww r:�rseilm,3. utr�f�abte;o, weos aerAelniNa. Fort1i It.', ci Blvd. Coppigbi02016A-Ifoolbmsses-Amhonyl.Tomho111.P.E. Repmdodionofibisdocument, inany Imm,ispr9lhihiledwithout The writleapermission homA-I Roof Tresses -AnthonyLTomb 111,P.E. Job Truss Truss Type QtY ASSOCIATED HOMES / SEDONA SKY II A0254269 WAHSS2 1 C04 Common 3 �PIY 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:31 2018 Page 1 I D: psB5gY W3NJw5800kSDd XiwzlYYj-ZZtFoQRctOQZT?QO bQxZhAxmy_dLU_XR IvWkv5zICpA P1-0-q 4 5-12 10-8-0 16-10-3 21-3-8 1 0-0 4-5-12 6-2-4 6-2-3 4-5-5 4x6 = Dead Load Defl. = 1 /8 in • • aI1 2 6.00 12 1.5x4 O 3 2 1 1.5x4 5 6 7 9 3x4 = 16 8 17 3x4 = 3x4 = 3x4 = 3x4 = 6-8-0 14-M 21-3-8 6-8-0 8-0-0 6-7-8 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.12 7-9 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.24 7-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.07 7-9 >999 240 Weight: 97 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 850/0-3-8 (min. 0-1-8) 2 = 913/0-8-0 (min.0-1-8) Max Horz 2 = 98(LC 9) Max Uplift 6 = -170(LC 13) 2 = -194(LC 12) Max Grav 6 = 850(LC 1) 2 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1570/923, 3-4=-1364/820, 4-5=-1363/822, 5-6=-1568/925 BOT CHORD 2-9=-758/1387, 9-16=-330/850, 8-16=-330/850,8-17=-330/850, 7-17=-330/850, 6-7=-760/1385 WEBS 3-9=-356/392,4-9=-244/506, 4-7=-248/503, 5-7=-355/393 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 6=170, 2=194. LOAD CASE(S) Standard iBrday • rkase tlut!yHrre!iNette'S I IDC; IIDSSsS('S[ItEI-s 6[69Si1E1NS 8 [DACdiICl1 fDS1DM� .l>1� j7,:LMCpiid'uYElli' IN., lcrtr ieup ry!oNen Dori [[edde�!s ao I7icle!s 9es s hr+iy(<Cv; u31& Irtkurl. ft hr; ?.Ltd-9,d Reef. Ddess oetmiu C!tei ee6e ND,u¢ giTtltete!9[yiKt•.sliliF. eselUrtttTDDUStnit.Ase Inn DNiya hpmN{I.e,<seddlp6dnl,tees•dnteylDDnprestds rermr.aea d Thyedassifed Nsualay nspesunot`rlw WISent saFeTn%depmed¢at TDDotly.A.TN. its dlsira mnaptiaes. Ure ep utdnxs. smdDay Anthony T. Tomho lll, P.E. r4osedtts T,sss:eeaq ra!dngit tie eespudila!dtk Oraer. tke0n!is rsEs!ir[dvpedrlw ldlGa@Desiyu!,®Mt ndeddli[IY.,3!IS:ad lle la[d ta'dig nle [ad Tpll. It typ uldike TDDail =30083 III MS.yDesilwujtunrow.L': MIS Mod AthUDMInimams anipd9warth1.1t•.1WitoSeel W-din(IorlifliswIjInRldStu mnlN!xei!Ng!eealplut4451 St. Lucie Blvd. 12N.Is.1'r"e21To0t•dile[dopeehvd,jVydlponxflndrci litrnss Ceslg!Eg tex r,lDr 4k Sa:dti7 CtsiyiN,nT usS[s'!x Ey e•erdmr Satl9ay. All cq:da!6eas eno10aN1,1111. Fort Pierce, FL 34946 (opyrrigh 02016A-IAootTmsses- Anthony LTembo111,P.l. ReproductionDfthisdommenyinanyfarm,isptohibhedwithculthewtineopermissionfromURoofTresses•AmthanyLTomboIII,P.E. Job Truss Truss Type QtY HOMES / SEDONA SKY II WAHSS2 CA Jack -Open 18 r7ASSOCIATED A0254270 Al RnnfTnscsec Fnrt Pi— FI geoda eel n��e r-- m b Reference (optional)/ tln1etuu5Ar1e5,1r1G. vvea -eD1414:YJ:JJZ018 Nagel 1-0-0 3 6.00 12 2 6 0 Tl Bl m eh . 0 1 0� Q` Q� Q^ L 2x4 = I LOADING (psf) SPACING- 2-0-0 CSII — DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.00 7 >999 240 Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standaiid Structural wood sheathing directly applied or 1-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 9/Mechanical 2 = 130/0-8-0 (min. 0-1-8) Max Horz 2 = 36(LC 12) Max Uplift 3 = A(LC 12) 2 = -42(LC 12) Max Grav 3 = 20(LC 3) 2 = 130(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6e an' Flessenrrrr¢Epnriwtve'Ad 170F nzlfrs lkwGREW 11A'S 8 EPFCCICAf (fi1CNj ALRn ; A(11CAifggnElri' Isrz ferM ded�raeaden e>r nol ed!z atlit l,et Unip CrneiyjlP'�',ed lh Arnurl. iealr g; r.E.ldaeue Siealksan ese. Uess eth-ise doel mnelCC,ce! NITtkalen!r:Eess4ilt: ecH6r nm T)gn5e ed�l. As Ons Desye hpaer(II,pe:ir8r 6nulr;,n:S:dnorTDO!rFrefltls egPlQf(�:I[al6l rrBI31s111CI efA4F!'1r6as]re!IEiln(i(!S!I[5!rAfl!ifS!r�eTn!sd!p!a4¢ne lDgadr,eada E?At iFa L•ya n!mpier,IrrFayardnx!,smil107 Anthony. TOer1110 II? P.E. winefinis lnstn!ery lrilSre it lie nspnvblihdlSeCain. fie Crai se:hirrd yedutk tdlln Oesi �!,m;h.1!19 ea! It n!!A: aelne ta4 Vii n/r-i r�I. le and dl'x West n.6enne dns Tnscndrtiu 1. - ,mi e, iuhlll iu erl he tS�iE�r_res siAtl:hr( Y ' E r n �F 4 n w z 80083 rEe 1:tlFe1 ges:gmi ees Qdtrdal. al! eons selCsl!e tt� llD exl la pmtcesmd }eil:ln!s of rh! 1nlSn1(wraral Sdery h.`o;nenn;l(Sf,:4dhs&d trp i?I e>a S1U nerdvenednr geuntrn!dan_ lrAl La9n>n!rn�s!4:i�Ses r2dd'Ls dneLen CerlSea,l!ess Ces!gr hgixapf inss Nawhce!sr, Hitt e3r:�isr IdirrllToGID�epeulrpehMnr1I; dlprrt:rs irseisei ThTw NsiaEsjinerit ICI Ce rxlaggailra,nhessyeahpieardnTbrdS Alit 4451 St. Lucie Blvd. JJ iwa!lnrm rtemldrella114I. Fort Pierce, FL 34946 (opplightCri1U16A-Iloaf Trusses- AnlhonyT.TomhoIILP.E. Reproduoiono(thisdocument, inonyform,ispro 4IbhedwithcutThewrinenpermissionfromA-1RoofTresses-AnthonyLTomboill,p.f. Job Truss Truss Type Qty ASSOCIATED HOMES / SEDONA SKY II A0254271 WAHSS2 ! CJ3 Jack -Open 12 �PIY 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:34 2018 Page 1 I D: psB5gY W 3NJw5800kS DdXfwzlYYj-_BZORST V9xo8 KT9zGYVG I oZN9 Cnoh Oet_tIOVQzlCp7 -1-0-0 3-0-0 1-0-0 3-0-0 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.10 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 4-7 >999 240 Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 71/Mechanical 2 = 188/0-8-0 (min.0-1-8) 4 = 36/Mechanical Max Horz 2 = 76(LC 12) Max Uplift 3 = -44(LC 12) 2 = -42(LC 12) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Wruq Tle:udtngllT«!itafSe'AA IUCEnssn{uunisnaat HaasaenF:lflGiS(7fiUk,{"e@il';111e6K�ui«EMPI.. Tnllrltuprnsoden ml«el etlEswWInv usa Anigln9; W lee ds71wrI. Teab illa.Llelneae 4:51 E! Rwl. Ud3streads, tled«tleToo, Al WiTetm¢t4«r:Ees slut:^oudhrMz lleneettlii. As eirms oesipa h,n«a(I.e,SrrAdlr 6prte(;,3'.ill el EerTDDltafeSEE!SIE[f«S7^d.e[i1M anL'f!IelCl ewi«erle11e5r!es111IA(S[I1n hiSiodN s�eTnssisfiq!l whl000di,nienl.The hill, nuopeiEss.leH�.e7oEGtlns, seit!Iilry Anthony T. Tombo 111, P.E. wdtsett8h lnssl-gldlfita is lit «gxsilifmdiz0arr.fteo.visEd`a-edgei�sh ldltiq oesil«4af'z«thrtdru lK,ut 2; al6e 4rstAa!ia+, nlewd Mi. Thgp t!d lie loft ult« Bette-fth Tnu W,dq h; # sR:gb i«Wdn wi h«�Iiiih tie nspati�TM d z80083 ' thP.tl'fEp ofs�g^.a!Rdf<akte'al.All wzsselo!olheTDD nl Im pwasmiafiitlam first lnlfg lisimen MIT If'wo«1M¢ItN«h:!T RItN SIG n!:!Iueadhn oeEEw!p'Amr-1F,I d'aws3Er!siEa�hu:n!s W61H ift0i sDoper,Tlsns onyx upavrool insstlaME:a!e1,w'essSt. Revise lErtdi nGv:tef eHe turHef 1 dl alit ltte«i ThTw Nsipl «erls lDi la`da +[sl o«, «Tnssf s+!a um x`a bniti AU aduros t«m dthell, ITT 1. Fort P erc , Fl- 3494 � a� a r � r g �... Fort Pierce, FL 34946 w(oppialli02016A-1Roof Inisses-AnthonyLTomboIII, P.E. P.eploduaionofibis dommens,inonybrm,isprohibited withoul the written permission from A-IRoofTrosses-AnthonyT.Tom6oIII, P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 CJ3C Jack -Open I 2 1 A0254272 Job Reference (optional) � , . t.00s e P uaaea, rur a rreeue, rL avayo, ues!gnLa r eruss.com rcun: t5.1211 s NOV 12 -Lu1 / runt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:38 2018 'Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-svovGpX?D91ap4SkVOZCTejl KpBndCSTvVjbfBzlCp3 I 1-0-0 2-7-0 3-0-0 , 1-0-0 2-7-0 0-5-0 17 6.00 12 jo Cl) 0 3 2 T1 5 n 0 W1 d 2 131 Li 7 6 4' 1.5x4 11 2x4 = LOADING (psf) SPACING- 2-0-0 CS! DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DI 1.25 TC 0.15 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.02 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 6 >999 240 Weight: 14 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 4 = 107/Mechanical 2 = 191/0-8-0 (min.0-1-8) 5 = 10/Mechanical Max Horz 2 = 76(LC 12) Max Uplift 4 = -41(LC 12) 2 = -40(LC 12) Max Grav 4 = 107(LC 1) 2 = 191(LC 1) 5 = 20(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4; 2. LOAD CASE(S) Standard �beedq-rlttInkFitgklreP!IeNie'{.I rDDr IiDiS�Si'i(tttt'T 6(i:tSt TaHS a [DF":dIIDiS C.ttIDNj Sl1] j:.(elDfiifDSYEdr keis, Terer lasile fuead:rs eA eeertd>.s n tkisbss Des a DszriylTrS; trs Me IrtkurT. TMae P,l, ri ldeem S!'A1 kart e!t. ullm, Filer+ie sldti v atTDD,eo!y Mikutwoullt'.2ssbd(Mosee hs Rx iDDla ye edit Istirns Desl9tEeprtK{I.e,SpsiFilr Fapaerra:stdnorMapleasie smpx;eFille rntsslad eq;exrse nyeulilrtrS:lle letsatdttes�efi!sltt a!l tetleTDP nlr,rtierT?41.1&i>sirnnssmpim,ier{mfattilisu, ntlaiilry Anthony T. TOrrIbO III, P.E. d tie d! slnst4e et}rnlfiq itsk nspuiUli7di5e D.s!4sttOneistda•itsreDei sl lke rdlliey Desilter,mtkntsedlel4(,IDtlD:adfielud kxXxTnit ¢: M.I. It nsd dike IDD W eghilllne Fife inss. bfigb f.4 s'trele, issfellms ut trsag!Sil oR. m!pmuiliryd .T 8Q083 J ' lhiklldgDts! eel Rer dou.rl: eyes solo! sNTDDe,i he p�tnseadgtiLlmsdse Wesel(copwWily h�eTmeie(St; rttilsked Sk Tpt ndSDtA eeld`J!T[l�ll pllld a!!fe[t. 1PrI EfSGt!!kttefp3fk. 11lf MeuilltS L��.tl!i!!Dfli31e,I!F!!it!'(.1 J�aeRMlrn!S �Li 11!'1!Se; R1!! (�St St. Lucie Blvd. . tft�aluldiedlpaGst-tdtpekeNtntti6glTdlraetsle�SelTheinszCxtt�ra3eeisRDikeratlag:tsitner,eTn!tSjs'emE.yherd©rS!!Ilitq.11l!q a!dhronreesddstihllll. Fort Pierce, Blvd. (opyrighl © 2016 A -I Roof f tt-Anthony f. Turbo III, P.I. Reprobation of this domment, in any form, is psohibiled withcutthe written permission firm AA Roof Trusses-AnthonyT. Tomtes III, P.I. Job Truss Truss Type aty Ply ASSOCIATED HOMES / SEDONA SKY II A0254273 WAHSS2 CJ5 Jack -Open 12 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 142340 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-olwfhVYGInY12Oc7dpbgY3pKIdmR567mMpCij3zlCp 1 -1-0-0 5-0-0 1-0-0 5-0-0 2x4 = 5-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.38 Vert(LL) -0.03 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.06 4-7 >988 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.05 4-7 >999 240 Weight: 18 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 127/Mechanical 2 = 264/0-8-0 (min.0-1-8) 4 = 64/Mechanical Max Horz 2 = 117(LC 12) Max Uplift 3 = -79(LC 12) 2 = -51(LC 12) Max Grav 3 = 127(LC 1) 2 = 264(LC 1) e4 = 91(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Its) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. e!!xn-oresenuegdT rt!ler+k Aa IDGEfiiSSS(SBIEPf 6EA IL iE1H5d[DA'd8S(DSID&; k7]'j IJ9DG3DpWA Ixa TnEy ledpPmad!n WrtdodnnlasLnsD:TD!nig{R9 �1M Ae YuTT.iexhC,li tdx>se Slrp Rre nR. Ddesstkeniu 06,1110 1111'4y PITtamair!!r"s Mit!Ird hrIto 15D le he edle.Is 171n1 DesInt 1.0ma e.SleJdltligh?em!s!llnurlDD!gmelsu-p!—Ifie Ird:ss!ud er—Ig nsiuslllllff:x Ile esVi dIeI !sTrsr.!!e!ntne mo edt: WerPP. N bsip, nn!elmn. Itat7oecmen, sd!!ny Anthony T. Tombo lll, P.E. W ose d+pis6 sshrtg kit6g l!Ite respu!itiliadtk Dn!ttTe Drazis odb!i!d epedxtk{dllhp Dnipuy®t`,emhdd!it l>bt7:I:: WA, I' i"'iTol!¢l TPLl. T gpns lake IDD.Iq hT -Itu Inwi 111.U.ss!epe, ieIWIlff nd Enshp suit, 14 a80083 ' IG0.11apD!s�5ae!xlfee7eCt!.Ali IssomiVttuo.AiGep!eJius®eparidn!siin!u!ig0IMPNMsdtjKr- n{l6fPtHtslAtypIWSI[An!rdesx!dh+p!nseipdoteIF (141sieltspend5d1z Willise!N!LnsDn!Isx.Ims[Imp binwollTn5SMv`tAt:Y!eLn!!i 4451 St. Lucie Blvd. e'kewiu ldit!21To(ed:td eye!d epeehvd6ep{ydlPtrtxs lndui Tilts ns DerlmEgnex IIACT". Ifibi..nper, xTms Sys!!m biew day Anl91j. AJl mp'du!dEeror nen Md 111111. Fort Pierce, FL 34946 (opyTiiht02016A-1Roof husses- Anthony I.TombeIll, P.E. ReprodudionDflhisdomment,inonyfmm,isprohibited without thewritlenpermissionhemA-IRoulTresses-AnthonyLTomboIll,P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 CJ5C Jack -Open - 2 A0254274 Job Reference (optional) ,1 L, ,r r r S565.run rrescc, rs ��o, ucslynLa iiruss.eom Run: 8J21) S NOV 12 2U1 r runt: 6.l-LU s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:42 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-Ih2Q6BaW HOp?lhm WkEe8d UudaQU6ZOM2g7hpoyzlCp? L 1 I I—V 1-0—Q 2-7-0 6.00 12 3 1 W1 2 Li d 6 Q o• 14. 7 1.5x4 II 2x4 — 4 LOADING(psf) SPACING- 2-0-0 CS11 DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.08 6 >726 360 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.17 6 >352 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matnx-MP Wind(LL) 0.16 6 >367 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 167/Mechanical 2 = 271/0-8-0 (min.0-1-8) 5 = 30/Mechanical Max Horz 2 = 117(LC 12) Max Uplift 4 = -86(LC 12) 2 = -47(LC 12) Max Grav 4 = 167(LC 1) 2 = 271(LC 1) 5 = 60(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4! 2. LOAD Dead Load Defl. = 1/16 in M O N- O O PLATES GRIP MT20 244/190 Weight: 20 lb FT = 10% ""'I'n!I3!n ReraTre,uwta! sa iDerna sn fsrnnZ sEe ranusa(a{ mD{s(asrDxt s aa;aer{eaua,urrr!{n r!rdr dranrnende ! e !dl !:mrm;rlrn a!:t mow(ylrem;vul,adE lrI.T! sass, r.r.rd em!SIMIkh me. Dd!!!dE!.l!e add!eaeroa,so 91Tlqueu!Ierr:e!es slillNesedUrt&IaDla Se,dil. As eirn3 Deslgthrieen fil,SSMdtr Flmu!;we udnnT nD urruedimrar!<"mxcdeSe Eroltubld ee[serin ryu4Ylllryhr it, kPitINS.E;Ialss Qeq e!IutlelDD alp,!aderTrFl. TkLnris".0ilC.IedejUebllN!. Sltl.'4 Anthony T. Tombo III, P.E. CS ISl Itti!3Tmss5e llr{PI(Ilr if tat le3rel!II1IIIrdheaner•tFt a.xl5 [ASied!;:aara!rduiuoe!firer,®remmadIts ;n;,�s!u:,vane u!d{;erIn+e Runt m4F,rldla!TDDmnl.neune doerRSf,LI.'(1�6t+n"�a�,t!e!IrF, (tlhII611tl qd Lll[et 3S�iliF M!E:09i:IJIr ate: 80083 ' hill"W.,D1s'%%:Id(e0"1[51:.i1'unse!auieef:IDDeNf»r!�iasm7�i1!husdn!Glllier(o¢p!MSderylah;nN!I;t(S�pIGSEed9Ti�mdSHA!rrel!I!1nak1reGlnlpJllfe!l1FFIk5[TS'leleirFlS.IJ:AISKdEa!°!d;6!llp!De3131t1",r!!sloesP,E,gm!!rmarnssu>,dlmlee,x:.ss 4451St.80083Lucie Blvd. 13!ndu Irrudiro WPM lyed got nwrmq ITdl Posts is"Ad ne iRssi31aEg lnrisdCi {alar.esgler,uTn!s Syx:a Faiilur/'mr a.IS�. All milaN4;Rsnas derd IMP. (opyrighl ©2016 A•I AaalTmsses-AnihonyT. Tomha llh P.E. RepmduUion o(ihis dommeny in anylorm, is plohihited without the wrirren permission hom A -I Roof Trusses -Anthony I. Tamho Ill, P.E. Fort Pierce, FL 34946 Job ITruss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II A0254275 WAHSS2 t CJ7 Corner Jack 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:23:44 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-h39AXtbmp?3jX?wusfgcivzuoE201 v7LHRAwrgzlCoz -1-0-0 7-0-0 1-0-0 7-0-0 3x4 = 7-0-0 Dead Load Defl. = 1/8 in LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.10 4-7 >835 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.24 4-7 >348 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.19 4-7 >448 240 Weight: 24 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 3 = 183/Mechanical 2 = 342/0-8-0 (min.0-1-8) 4 = 90/Mechanical Max Horz 2 = 157(LC 12) Max Uplift 3 = -114(LC 12) 2 = -60(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 = 129(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=114. GLswl nnstlaLnnTrs!it>tr.•aa namn ESCSIU tsus=1nM I.TKte4'tr.r. tdpLAeSinnhl'ttm. fit TDIIW� MlTsio¢Mtr psRss191MnedUr the iOOla le+dd. AseTress Dezl9r Epee i.e.<. emflt Etpne;d!sedn¢r1DOttpeserts¢rmt.ra:eL{tpt rnlnsiLLd«asni+erynasiliry'm; rn lLs!rs<'ttesr'eTnsslrl nN¢nelWnlr, caluleFs. llx lesgl vsnupun.11d:Lpnt6nus, s+ndliry Anthony T. Tombo lII, P.E. ¢A lst 061 Tnss4rnrlulsi.1 R Im leslnsdilOyMIAa+¢n6,sb @e0-!usdepn nth ltilhtg Onipt, wGrsnOdtitsK,lefrr ntffi Ind h1a; nis tad RI.Th e}pnL;d Ike I. IN k,heuue title Trus.ud+oLg hslheg. mrgs, intdlthu ld htCs3 MISwulavVh d k80083 ' thra'feo Ossirwaslua,mv. AN retn sea m P,IDD&Akpmots¢d pidq.mil it! pABtl6apsat War tetmsftaiIQpm"w lg III N SKA r."tf aedIt pun!zlw TY1€tiusatrt' s!4ftattosm dlliiss Desipa.less gnp'up ,,mi loss x-fin'js,-m 4451 St. Lucie Blvd. 13enist ldiediloGdaa speed l3avhatf.,l lTdllm:LsinAni Tleinss Deslishii¢es is rDl F,e ra dal ssi3ad,nln:s5lteaepnn L'mrS+tlAnr. lli saIttmit!osneos defaAORI. Fort Pierce, FL 34946 (ophigh1m2O16A-I foot Trusses -AnlhonyLTomhoIll, P-E. ReproduEtion of this dommint, in any form, is pohibiltal without III a wrinen permission from A-1 Roof Ircsses - Anthony I. Torabo Ill, F.E. Job Truss Truss Type I Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 CRC Comer Jac 2 1 A0254276 Job Reference (optional) 11 -• - �,� ��•y, •�� • • .� 1. u.1 u rvary 14 4u r I rnrn. o. i zu s Nov I z zuT i m((eK inaustnes, Inc. wed Feb 14 14:23:46 2018 Page 1 I D:psB5gYW3NJw5800kSDdXfwzIYYj-dSHwyYdOLdJRmJ3Hz3i4oK3Eb1 pZVnAeklfOwjzlCox -1-0-0 2-7-0 4-10-2 z-n-n 5 Dead Load Defl. = 1/8 in 1.5x4 6.00 12 4 0 N m M 3 o 2 3x4 1 1 A. tr tr tr g 8 3x4 = 1.5x4 11 1-11-8 2-7-0 1 7-0-0 1-11-8 0-7-8 4-5-0 I LOADING(psf) SPACING- 2-0-0 CSIj DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.12 8 >689 360 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.25 8 >329 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) 0.10 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.22 8 >370 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 3/Mechanical 2 = 348/0-8-0 (min. 0-1-8) 7 = 279/Mechanical Max Horz 2 = 157(LC 12) Max Uplift 5 = -22(LC 3) 2 = -55(LC 12) 7 = -87(LC 12) Max Grav 5 = 3(LC 1) 2 = 348(LC 1) 7 = 279(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-352/248 BOT CHORD 3-7=-444/357 WEBS 4-7=-423/526 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) , Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a 3) This truss has been designed for a 10.0 psf bottom chord live' load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle13-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 7. LOAD PLATES GRIP MT20 244/190 Weight: 30 lb FT = 10% k'f!fiq�rlN:f HHIq!(Jne1tx13e �Fl1gOt1(t5S3 i'iEltEl.^A6(iilCTEtfISd(OM.111Gfi1[1RONj BL77;t(Ctlt&1fuMEl1('6m ferGy dtup(afaelen rA leAeeletnl>it T�esl Bnp�riy{Rs;;fra iEe dnlnrT.(ea:lau'trE.lflneue!!te!:e'e!ena. Odefl Nlv+ise sldei ee tYeTO(t,ny WTe'xcteeeml pfYs slil;Cent161 t&igankr4i1. 1stirnf Deslre ifprae(Ie.57e[Idl(Epeeer;,7±LAI19 nrTDb lftltfetls feaapaxdalpel±SflelCl feiYfe'IIF CgIfflilla('ortlf(n�ga(i ae sn�eTntstga.4 retleTga ul(,Ma7�r1.7&i±tirsnnopuc.lfsitpnennns,smelilry Anthony. Tombo III P.E. false d±isL tsfe!tvrldl8nittieregn!itili�drie0.ier,tkeUraisrlaitfineEf ISe taliite �pirnr,®Na mrhn 11 iu lr "J±IE: mdtle bl�(a'tn�nie ail.( ile�fine':dtle(6p e�ee.Ad(ne dhxTnsi•vde6glad`a:g.tz:o(e, Irshlldin ut tma�35>fit?Iy nsl:eii':hd y 1 ' tt:6:tlA+'Jes nd!<a:iar.. al.nnsamatte TUDMiie I�iresr�! 1�n.tdtl. trillie [e¢,anlffle laimtlin t(SC dLstnl Sf(tI WS(G nertlye Vt -80083 ss I t 7 t reeen:^r. doindh illftia±in TtAeS Hlie'?i k• ±Tlnf(�fnjtHt�K3)n Y11(➢�ixl(CBl Tn35 G19'a11±4!!I; n�t1S fleeiu lctifd( aa;f�We4515t. Lucie Blvd. p g!edf>,f urvnaq l(ellrrmn indni lheiless Oe9z(a'eeer r, eglta6ails'Geilaaer,nT.�sSCZI+I±a Eagif±erf: my Onl4sg, Jul91c��aed•eaf peas ddaednTftl. Copyright 02016A-(Roolhusses-AmhanyLTomboIll, P.I. Reproduction ofthisdocument, inany forms ,ispro Eibhedwithout the written Permission horn A-1Roo(Trusses-AnthonyL Tombs Ill,P.l• Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY li A0254277 WAHSS2 D01 G Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, oesignLaltruss.com stun: mizu s Nov iz zui t Print- a. Izu 5 evov tz zo i r Ivii I tlK IIIUU9111Ub, IIIU. VV— r6U 1 U. , ID:psB5gYW3NJw5800kSDdXfwzlYYj-21 z3aafvdYhOdmosfCGnPzgruFgFi954Rith W2zlCou - I-0-0 3-M 8-0-0 11-0-0 12-0-0 1-0-0 3-0-0 5-0-0 3-0-0 1-0-0 3x4 = 3x4 = 3-0-0 8-0-0 11-0-0 3-0-0 5-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.06 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.06 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 41 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 589/0-8-0 (min. 0-1-8) 5 = 589/0-8-0 (min.0-1-8) Max Horz 2 = -33(LC 25) Max Uplift 2 = -337(LC 5) 5 = -337(LC 4) Max Grav 2 = 589(LC 1) 5 = 589(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD ' 2-3=-952/628, 3-15=-841/579, 15-16=-841/579, 4-16=-841/579, 4-5=-952/628 BOT CHORD 2-8=-533/828, 8-17=-543/841, 17-18=-543/841, 7-18=-543/841, 5-7=-532/828 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=337, 5=337. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 119 lb up at 3-0-0, 38 lb down and 48 lb up at 5-0-12, and 38 lb down and 48 lb up at 5-11-4, and 91 lb down and 119 lb up at 8-0-0 on top chord, and 99 lb down and 103 lb up at 3-0-0, 21 lb down and 42 lb up at 5-0-12, and 21 lb down and 42 lb up at 5-11-4, and 99 lb down and 103 lb up at 7-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-12=-20 Concentrated Loads (lb) Vert: 3=-26(B) 4=-26(B) 8=-36(B) 7=-36(B) 15=-11(B) 16=-11(B) 17=-16(B) 18=-16(B) 8s!uy•8eese6onryHr!slitwik'A•I IPCFIIPSSFfrSEiLE[ti6F OEM TEN&(ip'allASf 0S10Mr W7E1 j':sICNA LEMEA�lxr, ierty desip Jat:!rlen xd N:lx1?sxtiislNss 9n yifltniy{I(w; tri lM Atlfx71.Ta1s PI,F.L rtlertae4N15?a�rns, Pdtssdht+ise 9s1e1xtle lOg,sa'J WTd<neetbq'e3ssbsli4trelU!Mf llPhfeldiL M..... DNiyt GQcxr{i.e,Sfetidq FltlNttrfftltll is xJlDPNyresetlsmxmpamdrlgraLnsltsd er{'sN ty r-gnsiellM('at nllN r;Ik sayeTnss Er ntl lelleIDPaly,MerleFl.1&i?s!pt xnmpiles.hriay<udnxs,sNdimy Anthony T. Tombo III, P.E. d ose ti+as y2ssfirttr lcstiity it lit lesyn?ililMJ tlik Oner, tFt Oxxisea;errzs2t rlSt rellisy Pesiyxt,anu negddly lK,a?Iyi Nltls 6ta!em'tsy nitadl%d.➢e gymtidt'se IPO eN nJ fielt xedtll Tnss,udefiy tabu^; tn!gt, ilshlleMmud Mtst s5 In P.=tesymue:i:gd z 80083 ' ne lAiteegss x!ui QCrt1:. MI aAsse?misthNDtil rn r?Nmstal ltildnss rites hitfiry(e¢rcaNiSderylxSm�ix,'iL'f,.pNisW4i(A rd ylf.{n::elNeul:ny<Ntdadnn_ir.IkN;ltrNpuieu�es tsi b!isCttrl!xs Detlper,LNs9ts ga uyixerailnss drnittn:es, axss 4451 St. Li1Cle Blvd• i'eF!+ISt ltfllf4ire(eb�ttteylt[d OJ111ettMity eJtl rertitSlx(EIIS yECTnSS rEf 9FIy14N?IS MOT Ax LA13yi;NiylN,tf1!t:Sfrf:!9LBjitn!1'©J WWI. 0lpi1...41'r—mos E,W141111. Fort Pierce, FL 34946 (opy,sighl02016A-IRoolTmsses-Anlhony1.TomboIli, P.E. Reprodoriionofibis dommenl,inocy(orm,isprohibitedwitheotthe writtenpermission from A-IRonfTrusses-AnthonyT.TemEoIII,P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 D02 Hip I 1 1 A0254278 Job Reference (optional)j . wrt. o. izu , imov tz .<u r F rant: C.IZu s Nov lz zu-i / Tod I eK industries, Inc. Wed Feb 14 14:23:51 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlWj-_Q5p?Gh999xkt4yEmdl FVOmBJ2VAA3N NuOMnbwzlCos 3x4 = 3x4 = 3 4 5 6.00 F12 1.5x4 1 l+] O N 2 6 7 d S d• $ B d. 1.5x4 II 3x4 = 3x4 = 5-0-0 6- 6-0- 11-0-0 5-0-0 -6- 0 6- 5-0-0 Plate Offsets (X,Y)-- [3:0-2-0 0-2-81 [5:0-2-0 0-2-81 I1 LOADING (psf) SPACING- 2-0-0 CSIJ DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC Vert(LL) -0.03 8-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 10.46 0.39 Vert(CT) 0.07 8-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matr1x-MS Wind(LL) 0.08 8-14 >999 240 Weight: 42 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 4) This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord liv ' load nonconcurrent with an other live y WEBS 2x4 SP No.3 loads. � TOP CHORD 5) * This russ has been designed for a live load of Structural wood sheathing directly applied or 6-0-0 oc 20.0psf on the bottom chord in all areas where a rectanglel3-6-0 tall by 2-0-0 wide will fit between the purlins. BOT CHORD bottom chord and any other members. Rigid ceiling directly applied or 6-5-6 oc bracing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at MiTek recommends that Stabilizers and required joint(s) except Ot=lb) 2=197, 6=197. cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. LOAD CASES) REACTIONS. (lb/size) Standar 2 = 500/0-8-0 (min.0-1-8) 6 = 500/0-8-0 (min. 0-1-8) Max Horz 2 = -49(LC 10) Max Uplift 2 =-197(LC 9) 6 =-197(LC 8) Max Grav 2 = 500(LC 1) 6 = 500(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-624/958, 3-4=-507/940, 4-5=-507/940, 5-6=-624/958 BOT CHORD 2-8=-721/507, 6-8=-721/507 WEBS 4-8=-461/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. arteiq.11errM1utq'dtretie+fse's"1 igCf ftihi8j iffl(t'16;A:tlt fttN58 (9ALiTIGSS NSTUMij 6lR9; 7.(saEA'.Fc>NfNi fern Tertl7 dtAp rrtmtlen tad rzeled:s a (AsLrss les A! Lnisrflry eri IN Ael4[srT. Tczla Ci, r.L Merv%Simi We, me. Odess s7ter+ise M1dd tetlrIDP,wy WTekmce!hrtxesslilt4s used Wb UD It lemlil. As elrms Desi;efetlr:mfAe.s(esua(ndutr;,M1s snluotTDO retrmeas to drtr;ee tf lit Infisslutiml*erleregnslitintfar fit lm}vdftres:r�eTnss11!04.0eIDDWIteduTe4l. Ttz Ls:gennoNiem,lert:�cnxnx;, s.aM1iu:r AnthonyT. Tom6o III P.E. r»9 estd M1isi:mstr tertrillitg it lSe tests!ititigdt4 aner.tlt0.vitem:aired tex5r0e lnlliq Uuipe:,at`�ndetl tlta ' M1eRelagaesja:eNfsaotra�.al'ro!esstlaa;!efteTUDeNlariatnesta3pideimsdnsrnllig(a¢retMStltglaSmrnt�RCfpHiste34TI71eadSd(Atertivertel4!Iscm!gt>9ne:.IPslee7us3enspemib!:ne!W lK,IDtM1:udtle 6cd lx fsg[NetFd fT.1. 71e gpted el lae tOU t.�Inrfield ue ttiieTms.'aitEirs taJ(w�,sn!gE. itsNiv6teed(tu eg sliltbt l'�rc!tmusd:gd x 8d1083 008Lucie .1'r+iu lffitedlye lt9!tag.11Pe nrrifitl.1111 jistis 1.,4 ed. Won Ceslz Etditeer is ACT IN1A.,hgom:rter,"Trmtsm..Eq.mr Sd9:T!efel4tlgeN.T�msat!Qr.,prermdrn:sua t: er:ttns 0or inlAaj. ul eq �a44:os rtem derat11a1111. q,g51St. Blvd. Coptright D 2016 A -I Roathasses-Mbon i 1. Tombo ill, P.I. Reprodutlion of Ibis biennial, in any form, is prohibi(ed wilhaul the wrineo permission from A-] Raof Trusses-AnthonrT. Tombo ill, F.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty ASSOCIATED HOMES / SEDONA SKY II t �PIY A0254279 WAHSS2 HJ3 JACK 2 Job Reference (optional Al Roof Trusses, Fort Pierce, FL 34946, design(a_Valtruss.com -1-5-0 2x4 = Kun: mizu s rvov -Ie eu-I f r-nnt: o. ILu s rvov I a If Ivn I cn ntuuau iea, t. to. ..eu t e. " t+., , oy_ , ID:psB5gYW3NJw5800kSDdXfwzlYYj-woCaQxiPhmBS6O6du2KjaprabsFke_LgLKrufpzlCoq 4-2-3 1 4-2-3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.21 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) . -0.03 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 15 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 99/Mechanical 2 = 259/0-6-14 (min. 0-1-8) 4 = 48/Mechanical Max Horz 2 = 89(LC 4) Max Uplift 3 = -60(LC 4) 2 = -174(LC 4) 4 = -38(LC 5) Max Grav 3 = 99(LC 1) = 259(LC 1) .2 4 = 74(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except -when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf-, BCDL=5.Opsf, h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except (jt=lb) 2=174. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 15 lb up at IA-15, and 68 lb down and 15 lb up at 1-4-15 on top chord, and 52 lb down and 5 lb up at 1-4-15, and 52 lb down and 5 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=7(F=4, B=4) Xedq•f!eY.t tAGf!{bftedt" �AI{DDfn�':nss{Ir([rt-)ti�:ti:rrr{!�atl�f{DD.fiS r�STJ�{Ly.�'7�i%(r{D{.r4'uuur I..tt;ara!u�rtrtaet�o>radt�>ie.fn; T!ts: gt:t,m„�Irt�t�D.ar�rT. fe� e;.file—!ki.fse...m. Uensft-istne!I IE!It iDD.fi� MITexurtemq:eYs!lilih.,dWtWT)Dbhndil.A!eira!Desip rt®ntr(!.e.SltOfflr FtGu!,ta!df¢nrIDD!!r!esertuetmpmad!Lr!o!s!!ndtr3:c!!r!fg!!sprtll!Int S; Re tcS:w<; Ice! tT;u!E!fa:Ite He lDD odr, e�luTiF1.7t2E±s!pr nnnplitet.ItticpmMtix.,!mdi!�,} Anthony T. Tombo lII, P.E. n,ril Hidl NssfernT 1016iis fitIsf,8a isf r,rN!i`u!B1d1Se0ntCne Ow�tifif6rrsd qMl l'iSt{Nlllt DtfiSElr,alk ifdtddGt uith Isid kPCq(# %1KI.➢lgf!a80083 nddlSe IDD ofnntieli esed6!Tnss.It�dlRladl�.f!i'gl. M1!M1!Idifludkte¢g tldl E:( ttquti)�fffd I DxD)fig Dnirat rri U440!.A!!tels SI tr i nelCOWn patenstal guednssflns l+ilTivg ft�t�tmsdtn!r'.mmmrt;rfu;nsi�!s�g TMWsIU,I,!xdN g!ttn! a>et:. TM 4451 St. Lucie Blvd. t3tnist lead lye Uetutepedepeit.dq if In fmas Ietehti TheTnss Desim F7ai,et is gOi Crt relay Dell;sa,uTnssSjC:za Ea{6,rt':afSrft.ty AD tgtdadhr©s trees leradfe1P11' Fort Pierce, FL 34946 (opTTight(D2016A-1bolliusses-AnthonyLlemhoIII, P.E, Reprodudianohbisdotumenf,inooyform,fsMIMIC! withlu! III! wfiveupermissionfrom A-IReofTrasses-AnthonyT.Tomb III, P.E. WAHSS2 IHJ7 Al Roof Trusses, Fort Pierce, FL 0 Diagonal Hip Girder 15 1 1 8.120 s Nov 12 2017 Print: 8.120 s LOADING(psf) SPACING- 2-0-0 CSI1 DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.43 Vert(LL) -0.03 6-7 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.02 6-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 4 = 139/Mechanical 2 = 528/0-10-15 (min.0-1-8) 5 = 365/Mechanical Max Horz 2 = 171(LC 4) Max Uplift 4 = -89(LC 4) 2 =-167(LC 4) 5 = -73(LC 8) Max Grav 4 = 139(LC 1) 2 = 528(LC 1) 5 = 365(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-852/149, 11-12=-819/158, 3-12=-772/157 BOT CHORD 2-14=-247/772, 14-15=-247/772, 7-15=-247/772, 7-16=-247/772, 6-16=-247/772 WEBS 3-7=0/296, 3-6=-838/268 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) « This if has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangI 13-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4,15 except (jt=lb) 2=167. 6) H inge�(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 15 lb up at 1-4-15, 68 lb down and 15 lb up at 1-4-15, 37 lb down and 45 lb up at 4-2-15, 37 lb down andl45 lb up at 4-2-15, and 67 lb down and 90 lb up at 70-14, and 67 lb down and 90 lb up at 7-0-14 on top chord, and 12 lb down and 5 lb up at 1-4-15, 12 Ib down and 5 Ib up at 1-4-15, 19 Ib down at 4-2-15 1 19 lb down at 4-2-15, and 39 Ib down at 7-0-14, and 39 lb down at 7-0-14 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD 1) Dead + f oof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 UniformlLoads (plo Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 137--85(F=-43,B=-43)14=7(F=4,B=4) 15=-16(F=-8, B=-8) 16=-71(F=-36, B=-36) TED H v Io NA SKY II A0254280 14 14:2355 2018 Page 1 o� to of A PLATES GRIP MT20 244/190 Weight: 42 lb FT = 10% Re:uer•Pln:eNueryNrrliret5e'A110011 IIOSS3iSE0El'IBair fEWS6[7.sG10i51(1170M{dL18";i(K.90RTTOGYEXi'Ion TerOp desip pucr!!m odrtd odesot5lsl[ssgespDre+irylR cl lk AelSwpl. Tarp Ai,r.E. tdeeae Sl:sl Ethretys. Ddssnrenisl dd4 ee He 7➢D,o'ry M1Tes<nralcrxess9ilEk-Rd 61Oa1DD I>k.,DL As classD filifls.,erye..Spesidlp hduer;, the sell., or Do reperats6aap,�:edl0grolessUtd try ee:ite reycesillirtfzaldts:eaa'Ite s:ejeTnss dapdtd retle 111G adp, NeriEFS. ik dn!p nsmpisn.IN ne to titID,%)f gnChon T. TOmbD III P.E. I it fill runs S!III kil6e51s th.,sposilila'a'AN.".th OnesrA—je,•ess if thlellitg oil ilor,®Cefuhsldsh let,5:3 sed fit btd Ia!ftgvktitNW. TSl rip, Iitth IN of Mlal ue if III Tr.,s,W,6ldIs=4 viiale.iefilleat ad 1, eq sSdin Fa re<gao-71rit Y ' ' Ot witgrtsie^.eed((rFem!. All -1s ill of 4N TDD eslth Instructs m3g+i19ussdIs! kAAr{(c.je!n setrj Kemms.'j1.11"to4TANSNA nenlyerdIt, In p;lor_TO05os'ler'Jmui� Idto WMs1`1iLess III sitar, T!%s 0,Vp 5toerol Tnsskan6hney okss r80083 I'lealse ldiol 1poGn•m tpretl tpte fe reOier 1polpm:s int?sei T5eioss Crlp Esj oer is NOl G�r✓Ila7 Gtsigaw, etAosSrfsa Eryhaod®pb il7iy. dli tq"w isdhr©s cemdeFael MlPi 1. 4451 St. Lucie Blvd. • Fort Pierce, FL 34946 (opyrigh10PU186-Ifouftmsses-Am6aoyT.Tomhd116P.E. Reproderfianufibis dnmmend,inonytorm,ispro 6S60edwithout the urineopermission hemA•lAaofTresses-Aethunyi.Tom6olll,P.E. Job Truss Truss Type city Ply ASSOCIATED HOMES / SEDONA SKY II 1 A0254281 WAHSS2 HJ8 Diagonal Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design(a)altruss.com Kun: u. izu s Nov iz <u i t rant- o. ictl b ivuv i< cu a t the t .. .t t ID:psB5gYW3NJw5800kSDdXfwzlYYj-HmOTTfmYWJgkD9_agbwuHsYLdtstJ7u PVcZfL1 zlCol 1-5 0 , 6-1-15 11-2-4 1-5-0 6-1-15 5-0-6 3x4 = 1.5x4 11 3x6 = 11-2-4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.04 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.08 5-6 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.56 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.04 6-9 >999 240 Weight: 53 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 627/0-10-15 (min.0-1-8) 5 = 848/Mechanical Max Horz 2 = 189(LC 4) Max Uplift 2 = -191(LC 4) 5 = -267(LC 8) Max Grav 2 = 627(LC 1) 5 = 848(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD ' 2-10=-1042/206, 10-11=-1012/211, 3-11=-955/208, 4-5=-281/190 BOT CHORD 2-14=-303/954, 14-15=-303/954, 6-15=-303/954, 6-16=-303/954, 16-17=-303/954, 5-17=-303/954 WEBS 3-6=0/354, 3-5=-1008/320 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) 2=191, 5=267. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 15 lb up at 14-15, 68 lb down and 15 lb up at 14-15, 37 lb down and 45 lb up at 4-2-15, 37 lb down and 45 lb up at 4-2-15, 67 lb down and 90 lb up at 7-0-14, 67 lb down and 90 lb up at 7-0-14, and 106 lb down and 128 lb up at 9-10-13, and 106 lb down and 128 lb up at 9-10-13 on top chord, and 12 lb down and 5 lb up at 14-15, 12 lb down and 5 lb up at 1-4-15, 19 lb down at 4-2-15, 19 lb down at 4-2-15, 39 lb down at 7-0-14, 39 lb down at 7-0-14, and 78 lb down at 9-10-13, and 78 lb down at 9-10-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 12=-85(F=-43, B=-43)13=-212(F=-106, B=-106) 14=7(F=4, B=4) 15=-16(F=-8, B=-8) 16=-71(F=-36, B=-36) 17=-130(F=-65, B=-65) kiux�q-P'taarmsx}Shtoita 9e'q;IC7£itgSSL(gS'ii';.(s'YEtAtltgi4ttCMwT>3Yf tBi1CY"tURi j.tCY7sltFpeu:hT 7ua Teslh, kt prueie: a{seal"Its "Ns Tess 6t:i3s fxe.itq D(leagr,: TF.itaht lT.r.E.IANeut Stettitintw Cte:sAk!rist swhdatk Pd,olr kiTett?aatf:ml pla4ssis!f4etstl hrYr.SteJett ts5A Asainls OesisntaraNspt. ipesitiryfaq:a!pi;westdes �q MO rzKeswsweaq!eaAthf q:shs ctAeamncg respwNiSnhs L'sd!si�dry. sallt Tnssdepiaeaw4t7 gsdr,trtwTry.i.it•i sips nssey`tm,4Nvq uESess; le3a?ilr Anthony T. Tombo lli, P.E. tsq neANisiest iti ar ta. agis"anliroSiS?sp st6t G++i :,6l Dstth ndn:elsgetntEt6assy h! ,it 4t a-'t#Ask ltC Re sKseQitt iwtl tti:li3:Ktraf tt6l. Us mwd V00'Ndpfldi tte d Nt irtsl, gVeit$'94 dill it M espssigilafa' 480083 ' fit 14611rlsiptrogitfisitLMTm,A.9,"--'td 4451 St. Lucie Blvd. sRw.!se dduet lgptxht:i sgeet tpe ie.rii�kgo;q¢mesis•sLd.its iesl Nsiga teftetris!9i 6t 1611"1OtsigatetI Tess sloo1;iaiv6. isnGq. 0 Igatsdkaws et a Anal it 7N. Fort Pierce, FL 34946 (apydghi02016A-1Roof Itusses-AaboayLTamba111,P.L Repiodatiaaofibis dammeat;incoy (aim, ispsohib8edwistoulshe wsilteopesmissiaehomAllocMusses Ao1haayL1ombol16P.F. Job Truss Truss Type aty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 HJBC Diagonal Hip Girder 1 1 A0254282 A n. '-17— — F rt P• FL Job Reference (optional) f o Eerce, 34946, designswaltr Use. o. t 4u 5 tvuv I L zu I / rnni: 6."I2U s Nov l2 zu1 r mi i eK Industnes, Inc. Wed Feb 14 14:24:00 2018 " Page 1 -^ID:psB5gYW3NJw5800kSDdXfwzlYYj-D87DuLoo2w4SSS8zo0yMMHeiMhVmnldizw2mPvzlCoj 4.24 12 2x4 11 4 ffl 12 1.5x4 II 3x6 = 11-2-4 0 Dead Load Defl. = 1/8 in LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DI 1.25 TC 0.56 Vert(LL) -0.11 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.24 9 >520 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.54 Horz(CT) 0.09 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) 0.14 9 >895 240 Weight: 51 lb FT = 10% LUMBER - TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood Sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 584/0-10-15 (min.0-1-8) 5 = 946/Mechanical Max Horz 1 = 153(LC 4) Max Uplift 1 = -125(LC 4) 5 = -400(LC 4) Max Grav 1 = 584(LC 1) 5 = 946(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1500/468 BOT CHORD 2-6=-540/1471, 6-12=-540/1471, 5-12=-540/1471 WEBS 3-6=-79/448, 3-5=-1581/581 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle' 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=125, 5=400. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 14 lb up at 1-4-15, 58 lb down and 14 Ib up at 1-4!15, 69 lb down and 56 lb up at 4-2-15, 69 lb down and56 lb up at 4-2-15, 97 lb down and 102 lb up at 7-0-14, 97 lb down and 102 lb up at 7-0-14, and 47 lb up at 9-10-13, and 47 lb up at 9-10-13 on top chord, an() 17 lb down and 0 lb up at 1-4-15, 17 lb down andJO lb up at 14-15, at 4-2-15, at 4-2-15,16 lb down a' 7-0-14, 16 lb down at 7-0-14, and 253 Ib down and 113 lb up at 9-10-13, and 253 lb down and 113 lb up at 9-10-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-81, 4-8=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3= l65(F=-82, B=-82) 6=-4(F=-2, B=-2) 7=-2(F=11, B=-1) 8=-54(F=-27, B=-27) 11=68(F=34, B=34) 12=-506(F=-253, B=-253) i �emq•nee:ennyHFrxreplkA"l1DGEfIDSS9rrtlElCdWrt;TE1FS8(tFiPGl1f75TDk1641[I'jdNCrir NEXrErinVerofisipI!e.!Dest,rev,ial(BlivilEeldrorT.rsSvCI,E.E.Eds e4slManes.DecssrDvrisesedvetleTOD,%a MlTe'eoveeshsr'Gn s4s11ka;edhr eG lDDIs k,6,j As eTrns D,q,hCr:erp.e.$e;lellr hpusr4srs•0,.sry1DD upesensiearenxu d Is, pelessindeeg'xeenep respvuEDar 4r se IEPpel IN seelms d!r'a!t it tit IDD eel, wlerM-1. Re tes'pnnnpiec. hrdelav6exs, uildDaT ' ea'sd iensle'tdalt DsesL;.^,sest sed efre�at:nelataer. liet6eesrtMs Esuet!eiebllh!gtkdmTDD0e+xelelra,tlkp�Driaxesi®sdrllesriLialad!syYdttl!rtlekilitiqai(6esxEgDaeieert !eSd!,eary rlxiaomeheaentdtullL sv3(ndtle lrttia'+Dr eis ec3l!11. 71e �pue'dtte IDD eN eeT , Arbon T. Tornbo III, P.E. Tnss,.M. y es.onnmuntnsldt r 'Mr; ptlisM6MaNStu nt'detessdkt pnelpAurzIFA Meer -,It repasidbseWdetsdweLess Ddlier,T!ess Des 5prer.1Tess nWits Z80083 eserrin lEfie!dF o(em:eav eed eneie rime 1 dl enssiceehed. iheTuss hsi E veeris nCllk Bzi'ds Desi aeyrtTnssS as f All areas deFelblltl. 4451 St. Lucie Blvd. D I l i r"7 v3i 9 r .--e7iaardmr kii4ar. nyiWa!84rns a (oppills! O 2016 A -I poolhosses-Anthonyl. Tomho lll. ff. Reproduction of this document, in any form, is prohibiled without the wrTtlen permission from AA Rao(Tresses -Anthony L Tomb 111, p.t. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II t A0254283 WAHSS2 J3 JACK -OPEN 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:02 2018 Page 1 I D:psB5gYW3NJw5800kSDdXfwzlYYj-9XFzJOp3ZXKAhm IMvR?gRij8RUJbF2a?QEXtUozlCoh 1-0-0 3-0-0 1-0-0 3-M C? 0 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 71/Mechanical 2 = 188/0-8-0 (min.0-1-8) 4 = 36/Mechanical Max Horz 2 = 76(LC 12) Max Uplift 3 = -44(LC 12) 2 = -57(LC 9) 4 = -28(LC 9) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard a:dgr�!senwegdrrri!xfx'aarDern ss;sntrpsrlaumusarcF:ilBtif[JS10k{ 1n'IdirNC iuSdFNilxsTe;drledpratadenuesnMeN>.sanislmsi5,sc1biel(TIgdlHlrticarllab, 01,PL1r1atwUetkser.'se.Ddnsdhnurodd atk,UD.wr Mlrtkemrt:ter p'Fks sEtl;:a aselfarCelDDlohe.diL is eL'ns Dnlre Fry�au{I.e. SRildlr rrdnlf;.;9?S:II e91IJIDD IerfnetlS F6IS[Fri".1;edlfere0ln)I11dtqLE!flgle4rAISIYIIiIrh.;llll!55CIne fRyeTtr!!E?r!a!ImNetoD adr,eder l7Lr. lte tx�pn rsnaytuu,Ird�ymdinxs. sril0ilry Anthony T. Tornbo III, P.E. "m:dou Irns5!en 10161 is lae mspx!nilipdYsO•ur.Ih O.aris F9`m de,de; sse ldliim DnirxSgtlenrhddtie teC,ti!nC mine bsdea!6sTnfe WKI.I,q;aWd lit IDDesr aghw netlne lass.udt6qt3iq.sa!q!,ighOdiuulkroDs4dl!!ev+"!p.Wlyd E80083 Da tzl�4!eDDes�lm!ed49'rlrbt.7Jp!es sF!w;unelDD edlie p!onaes®7 ysd!De!nlnt killiqCc¢Peastl$deryfa?a-ornu(tCTgpHlsedeJlAml lTf4gealmm:cake yetm'pamse iPFl fe5cesnereryrs�l0aeswDb'indn!Tnss�sireg,lssDeslr., upiuerwe TiessdmteM!er; sekss 4451 St. Lucie Blvd. enewim ldudlpaCto:ed epsedt7nuvranphdl pares In;?ui neT—CesimEs3ieeer Iu1CTr Iki.jhsgvm,nTnss SYs§ara;u:eid®r9.unq. nl FgiHadIe!. gem Ithd lanFl. Fort Pierce, FL 34946 (oppighl©2016A-lioollrusses-AnlhonyT.TomhoA1,P.E.Reproduction Dithis document, in any form, is prohibited without the written permission from A-1 Roafficsses - Antbrryf. TombD III, P.E. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 J7 Jack -Open I 24 1 A0254284 Al Roof Trusses. Fort Pierce_ FI 3AQAR rioci—rMa•Mn.« o:. . o , _ Job Reference o tional 1 ;, -��•w• • <� , e�uv < cu r rnrn: es. f 20 s Nov 12 zui r Mf l ek Industries, Inc. Wed Feb 14 14:24:05 2018 Page 1 I D: psB 5qY W3NJw5800kS DdXfwzlYYj-a6x6x2 rxsS] IYEOxbZYX3LLU Vi DxSPJ R6CIX57z]Coe 1 0-0 7_0_0 1-0-0 7-0-0 6.00 12 3x4 = 7-0-0 7-0-0 ap o 19 A of Dead Load Detl. = 1/8 in LOADING (psf) SPACING- 2-0-0 CSI DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.10 4-7 >835 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.24 4-7 >348 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.19 4-7 >448 240 Weight: 24 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD TOP CHORD Stan( Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 183/Mechanical 2 = 34210-8-0 (min.0-1-8) 4 = 90/Mechanical Max Horz 2 = 157(LC 12) Max Uplift 3 = -114(LC 12) 2 = -60(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 = 129(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except at --lb) 3=114. 6etdrt�lletsel4esr¢lfrtriwlSt'Ad IDGEODSSS"SillFd'T 6E6:IACIEUISA(vMfOAkS(ISIDMj drPH')1t11Dd;[25NEXi Mfhk tnrererr, pares salt benelhr Ba TDDI) be edit As tTins bull. falluerPL Spridle hitter,1!sd"BY TDO represtdt lxrTaifr dedp fatsdns ndrttdedesntdsT¢a DesP 7rt+iad]ftz?nd lk, Aelltefl. itaiu0!,l.L ldaere Aesl E4bfe fee. Ddessstler+ist ddN eeheTDD, a'p a Be edestd:is Trushrul Whet is oe rapnei1q.1 a ib lee 0r's,A',9�bt1.*t9efaeld(liep Oesidter,b Candor d(a h ntmrsset pdesdnd nebtebl mpndilefter It, ln!gdthe s-4sTnn ipiddntle TDD eilleM.PFT.1&lydP nsrnpia<.ht%rrotEsixs, sildlmf lK,6! Ir Wte had la! felt tad%LTh ryyneddlle iDDeil nT fielitsedhtTnss.bJrSp kod'i.renpt, ieshOdinedkrtbD sShc4e sra resltesl�!.7ref Anthony.T Y ombo III, P.E. Oe tmds38esga: erd ft4•tds:. Ali nSs tetpess ReTDD tsfN 1wasad primes dsl. Mtlmr(c¢r mSderfh(endin;l(Sr•I.11sw if um.4Sl(A er r"I.exedhf PnnlPrIns:. In] teBnstleaspemi59,ets Eddtles OneTruss Desidettltta DePfaEepnertad Tress Knelsrh:er.Win « 80083 etetr(se Mind lfe(eb:ed egedapt b WM4 lfdl poses its"Ati 1eTfess Ces; Etditnris dOi Cs is dbd CesiPd,nTfest S}tsEaf eterr'�f ldl9ss. All t�yi-ard terns eren ddAtditlEll. 4451 St. Lucie Blvd. CoplTigMm401bA�ltna}Cusses-Am6onyT.TomhoIll,P.E. Reprddotlianoh6isdotomenbinanylorm,isproryi6nedwifhculfheeritleopermissicntramA�IP,eolTmsses�AnlhonrP.TamhoIll,P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY 11 1 A0254285 WAHSS2 RA Jack -Open 6 1 Job Reference (optional) Al Roof Trusses, FortPierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mt7ek Industries, Inc. Wed Feb 14 14:24:07 2018 Page 1 I D:ZDxHWLIAKN VUKb_LNNVs7NyDNvu-W V2sMktBO4ySoXAJi_a?8mQgoVu3wJpkaWEd9?zlCoc 6-10-0 6-10-0 3x4 6-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.09 3-6 >875 360 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.22 3-6 >366 180 BCLL 0.0 ' Rep Stress Incr YES WE,0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) 0.18 3-6 >456 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and require7in cross bracing be installed during truss erection, accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 271/0-6-0 (min.0-1-8) 2 = 182/Mechanical 3 = 89/Mechanical Max Horz 1 = 138(LC 12) Max Uplift 1 = -33(LC 12) 2 = -114(LC 12) Max Grav 1 = 271(LC 1) .2 = 182(LC 1) 3 = 127(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except Qt=lb) 2=114. LOAD CASE(S) Standard Dead Load Defl. = 118 in PLATES GRIP MT20 244/190 Weight: 22 lb FT = 10% 6'cuq•tln:eNcrfryklrrelieetx'6-113OF I1.5orifulk't 01111 WTI CON-RIIC16(MOM C01]';:.:=01U'SNIXPInc Sint t"11.1tot. Ddessdteni3f sided nW IDIT'ny NJifhtnfemttf:es slditared6t sit IUD 6her61. AseTm3Desllf Ggnu(I.!,$e:6ltt Ffdufr;.6f nd 11 ntToo 6t 51)31t,loderTrFl. TG dfsipn Knnpile:, 6ri:ftmdlnus. srDfllD:t '. Hot dti:s Tssss rg 1016e is 6t rnpfs bIq d 6e 0nfr.6f O-es raitrsied ged.r the ldtiig hrsiff. n Ns Mir"d 61 Kitt It', Al 11e1 Aa dst of, ¢d kill. Tit gtn3d or or TDD W Igt611 no d6f Tnss,I d,dry LA u . mR q,, IKNldin ffd tTrt +, 3hdN fii,, wl.si C.ryd ' de tyfxD Design•IrdR-S-tr'r.t:'nks3etfafb6eTDD l�ttt p�i!esmdpddnfsdllf klGgflststtl iAt713•nma{t6r.pNi3kllT1?IScAAfA rteMnemddxgnml?idntt lFrldehui6f:espn�SJtiesndtrsd6flrtu Destper,l:Ks DespB,geenealirnsNmlenffr; n`rss F6frels! ddltfdgge(Id'Ld IgllFdepf It wmig Atd1 tln'K Ir.1dltd. Tttlnss Dr31f9 fg11lfr IS ACT Gad 1d�datDElittC,Ir1!n3 Sj3ia Eagilnr r""m)6rOdiry. All q!sIatdte! n uts ddaed bull. (oppighl02016A-Ibot msses-AnlbonyT.Tembo111,P.L Reproduction of this dommen,indoytorm,isprohibitedwithin the written permission from A-IReonrosses-Aothoni,LTomb III, P.L Anthony T. Tombo III, P.E. 280083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 J8 Jack -Open 8 1 A0254286 Job Reference (optional)/ a su55V5, rus a reesce, Fl� r U40, ue5syn�CVa 1IIu55.com Run: u.Uu s NOV 72 ZUl ( NnnC S.l2U s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:09 2018 Page 1 4 6-2 1-0-0 ID:psB5gYW3NJw5800kSDdXfwzlYj-StAdnQvSwhCA1 rKigPdTDBWFEJcgOCPl l gjkEuziCoa , 8-0-0 1-0-0 4-6-2 3-5-14 4 TI Dead Load Defl. =1 /8 in 6.00 Ft2 1.5x4 No 4x4 = 8-0-0 8-0-0 6 5 3x4 = LOADING (psf) SPACING- 2-0-0 CSI! DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.49 Vert(LL) -0.12 6-9 >795 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.25 6-9 >384 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.04 6-9 >999 240 Weight: 33 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 3) This truss has been designed for a 10.0 psf bottom 2x4 SP No.3 chord live load nonconcurrent with anyother live BRACWEBS loads. I TOP CIHORD 4) . This truss has been designed for a live load of Structural wood sheathing directly applied or 6-0-0 oc 20.0psf on the bottom chord in all areas where a puriins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord 5) and any other members. fo Rigid ceiling directly applied or 9-9-7 oc bracing. Refer 6) Provide girder(s) for truss to truss connections. mechanical connection (by others) of truss plate capable of withstanding 100 lb uplift at MiTek recommends that Stabilizers and required to bearinb cross bracing be installed during truss erection, in joints) 412, 6. accordance with Stabilizer Installation guide. REACTIONS. (lb/size) LOAD CASE(S) 4 = 70/Mechanical Standari 2 = 379/0-8-0 (min. 0-1-8) 6 = 247/Mechanical Max Horz 2 = 178(LC12) Max Uplift 4 = -58(LC 12) 2 = -65(LC 12) 6 = -63(LC 12) Max Grav 4 = 70(LC 1) 2 = 379(LC 1) 6 = 247(LC 1) - FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-329/141 BOT CHORD 2-6=-347/282 WEBS 3-6=-333/411 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a I vr,ei".ft."li�r��lldrqelextse•AIIOCiIISSS;iFLL[I�KAIL:IEI4SA(OFfiICAS(gSiXjS17';ICAMORlrQiNiMllgciefr/fsipla OleseelreclMues1s1:ass8ergOmy{fW^fi!tolrtlgyl.rsbeP,r.E.renaeSim!4eiutUeefsplenisf fientleTCC,up IaTektngsnr l:f4sshall4 gelfirt4TCD late nli+. AsrLas CesgrfepgeQ.f;iltndlr Dpq?r;.Av?s•m ea glro0relresedligrm:taa¢da,lraf?sslud ecrefenepggeenlilnr'orfit duoifIN SeIftTns lerlefd eetle ro0adl.eaderlPFl.Tod?slp vsnupuef,!edtrmdnne, srOdOal Anthony T.. Tombo Ill, P.E. .Arse dais Lass le,fly Adldier Is fi—fev.111AT dN airer. k 0—sur=f ye9 arn, 1616l Usilnr,.N"irsddfit 11C4:6. miles led wilqulf.1 MI. Al el4nad dllf IN bNne ffsT.ss,i;d,fq h�,.s3:yf,i"ff9fmglNetrt4rae p3id1reslfas�i:':hd - T.ml aG rel [tr Afa3'd:.A QfeCAe. 80083 All isSelt+IkaeTCD gdln r,Ul[!f0'I�rie!IItfSIltl?Idlarirrr<l(retl Sdtry la':a'gfligj lellif4A hrl%ead SlGgf rderfxe9fir aneorlalgr?. 1FH g5gsi?trrtu!hi:ms aebd?Sda?T!eff Desilret T:qs Ces�Tapv.ws rn:s aaMe:+a.; q!es 4451 St. Lucie Blvd. r4eralu ldiefl tyr GdrrO ryiesA alaagrriael lydllM:fslgc?rei The Title Cfnp, Ealiger is ACT h Whi Duila.,.Tgss pass rel 1dart irCAap All gk9oWeras areas dthtf gRll. Copyright 0 2016 A-1 Root Trusses-An@anyl. Tamba lll, P.L Reprodaffioa alibis do uil in any form, is pio6ibAed withaulthc eviriffen permissionfiom A -I AaotTmsses-AniAonyT. Tom6o III, P.f. Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply ASSOCIATED HOMES / SEDONA SKY II A0254287 WAHSS2 = J8C Jack -Open 3 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8A20 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:11 2018 Page 1 I D: psB5gY W 3NJw5800kS DdXfwzlYYj-OG I N C5wiS I SuG9U4xgfxlcbaa6J6s5FKU8Crl mzlCoY 4-0-0 2-7-0 8 0 0 1-0-0 2-7-0 3 0-5 2 4-11 3x4 = 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.15 8 >616 360 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.31 8 >300 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.13 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.28 8 >343 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 5 = -8/Mechanical 2 = 388/0-8-0 (min. 0-1-8) 7 = 329/Mechanical Max Horz 2 = 178(LC 12) Max Uplift 5 = -29(LC 3) 2 = -60(LC 12) 7 = -108(LC 12) Max Grav 2 = 388(LC 1) 7 = 329(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-369/232 BOT CHORD 3-7=-445/362 WEBS 4-7=-449/553 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2 except Qt=lb) 7=108. LOAD CASE(S) Standard Dead Load Defl. = 3/16 in PLATES GRIP MT20 244/190 Weight: 33 lb FT =10% tWmfty-Ilnset-1myrsonttih,14 IDLE R75ST51 SEIIEPT 6EA9ki fE1NS 6 [(1yfAllA15 nSTDA(dna'; A(d1DA'.f"v tIEMP lnm. IcM dtf,: iutmfen Ise ft dedss mt§sT�ns Des!a fixiaylRCllr!!h lei.(I.lt¢h pi, H.10—t9W Seen vsl. Ddess dlenut dddleteTDP,w!y WTfkoW.oy:EeisldRaielfirRelDDis xu!ii. Asit Too Wy;WsrT?H. Tkdtiyn assmpifn.!tdaycoeMnwssAstliAy Anthony T. Tombo 111, P.E. gistdt':t fasilval Wilily is it ftiyrl!IEIllit If It Ovor.th Owuistrei=tditYdrt IN lnllile Dtdl2r, a ik rutefd iu Karl it, al tit lllf IA'b"uds.1MI. Rt typnf!flit TOO .1mhill lt,dtt Tai"Wlfiq ladky.smtyl. Williau nd Wait lldlh Is,t, wfussi5d:h d r80083 Ilekr'I47Dts7ae!mi(ta.les!.tira!esseiat!ttlelDDes1!ap�rcesmd}+editesfthtnllitl(teicaedltllrylxiaetlu;t(Sl;�ltNlslrDEJi7ltadS6(Arts:fytwlhsytxro!a!dnt'.R>M.Atnttevlilt'sadbGSet!Tui,DOi,K.T!asDes:r,i,yt„"adrnsst',sdlrul"Wus 4451 St. Lucie Blvd. demist MitdisoGa•mepttd lyll4 Weill iy 61from lndsed. Tit TrissCop Esjtur is 101 t4la i.j Onlao,«Tali Sys'a Ellin, e,coodij, III my;fasdt:os lis as AM Is Ill 1. Fort Pierce, FL 34946 (opyrighd@2016A-Eloaf Trusses -Antbanyl.Tom6o1II,P.E. Reproduction ofibis document, in any form, is probibited without the written permission from A-] loaf Trusses - AnthanyT. Tombo Ill, F.F. Job Truss Truss Type QtY Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 VO4 Valley I 2 A0254288 Job Reference (optional) 1 -1. - -- --• ----� -._.—-------- •--••• ..• • .... .. ,«..,. , ,,,u. . ,cv a ,vuv ,c ctr r t tvu, en tnuu5ute5, Inl:. VVea r'eO lq l4:Z4:7''ulis t-age 7 ID:psB5gYW3NJw5800kSDdXfwzlYYj-LeQBdnyy_wjcWSdT3EhP01 g20w4wK1 IcyRhyNfzlCoW � 2-0-0 4-0-0 6.00112 2 3x4 = 2X4 3 LOADING (psf) SPACING- 2-0-0 CSI 1 DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matnx-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 110/3-11-0 (min. 0-1-8) 3 = 110/3-11-0 (min. 0-1-8) Max Horz 1 = -11(1-C 8) Max Uplift 1 = -22(LC 12) 3 = -22(LC 13) Max Grav 1 = 110(LC 1) 3 = 110(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed, for a live load of 20.Opsf on the,bottom chord in all areas where.a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,13. LOAD v :o 0 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 10% Np*�-P.rsse!3tssepil1 nnty rt'f � iDDf71D5SES [57:ti';, 1:5itt! laNi t EDIID':Tr�liS '&at Trotshf@rdfif con,7D3iNx'tV!EI jR[Kt9KtfD1NEiI';tiq�. tn1!1ltrgAymtae{1s tt! tttl AdtS Rdtis TIttS Dfslj4 Dte*It1 DDlead� tt!tay I.71�EI ID,yE. fdtfttl£ SS1tI tdfff nt. UG61s6.'SN.*'IS{ s..tlFeri.eTDD; adr airtt Fit rlatt fe ttt:td�ntlb hlttdi lsai.7ssk nhjneerlt sr rEe Ift,'dtnarro-nrt.xea, Q tea4tr13es,iau{a7a?e£xg:tsra L3 tefC 4 nta snlltinshIL-la t?at:f t:ge7:lnit,xlulrtl. Dtlesgtnuapxm,k:tal uts,st Ait Anthony. Tomo l[i P.E. {:li rK: Jii',?dR1(NS%;kf??Dit£Isid"afytttlt'.S#5e'i<:.'y1H,hhtltC{Y,t:ittIFalAtI.sl»diut:tlt WIN,), tal611n11tnf.Its Trost;w!*;hsirgr1relt la::e eite adtn�sSili h at ms. gptl'£Pt. yT80083 b? ' t10firl .Pt£of(rrhixfmAult#1sdMM!HIDCWtMpiC:ft?tt!§i'EY.E154'.SII.Lt3Cd9f?ttdStftifMtfa't(rLSl3!rNL4Y.i1][Fl/itStiAttti{{vtHf!`Ys&t:dj+llFLtt.T9TI!?!A?S1lttfiyttS,Sll:!F?iCitlA,?5t!i11i:£!tC{LtlN,iftt?r'tS�ttrt{IttflAlTnuH�tttc"aer,wltst 4451St.LarieBlvd. tort*rot ltrntfiyttitVrl tatdgce lFM(2'JO,ETl11GIiti{?�tlttl.71, Toss Dnij:Stimi,A:7ifit ih7lUlCtSljetf,E:lsSs Spits, Equt{ da,WI&I,Lt. lir!Wlit!@rntat is le5eee ittfl 1. Fort PICJCB, FL Blvd. tapyrigbl02016A-1Raul trusse.5-AnlboayLJomballl,P•E. RsptodutionatAir dclumtol:inany form, ispro hibittdOhoisllhewtittenpermission fremA-IRnolbusses dnlbnnyl.TamboIII, P.E, Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II t AO254289 WAHSS2 V08 Valley 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:15 2018 Page 1 ID:ps85gYW3NJw5800kSDdXfwzlYYj-H1 XulTzDWXzKImnsAfktTSIK8keloxovPIA3RXzlCoU 4-0-0 8-0-0 4-0-0 4-0-0 6.00 12 v 0 0 3x4 = 2x4 2x4 7-11-8 8-R-0 7-11-8 0- -8 Plate Offsets (X Y) [2.0-2-0 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-P Weight: 23 lb FT = 1.0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 270/7-11-0 (min.0-1-8) 3 = 270/7-11-0 (min.0-1-8) Max Horz 1 = 28(LC 11) Max Uplift 1 = -54(LC 12) 3 = -54(LC 13) Max Grav 1 = 270(LC 1) 3 = 270(LC 1) - FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-262/271, 2-3=-262/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a *0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by•2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard iMelap-Yr,;e tintzft!r ttaewt1t's;IA7Ftt0;l6;'Sliri';01tt1t:UAStlos "�YSCbi�Cu; IURI"!(D5iU6.Y:4T's!a. FetarNcsnyrt+etusa! tell Ills tettris rmsNIP D-wal,ippladtt 40s11.11a1: EFL 12tttutkte!1t!ntnt. mitts e!ta.ist s'Cedre3t T3D, ul,* 8iitt[osxAaz Fla:s stal to e,edMta;t6;nht�d lstLessCFs�A r�aeet{it. firerainra.ttn ttt std ra csyl BFswesextmutr!en:xds q:dns:sxi tc7ntert�ettpatitt:hMk!Etsipsdnt s"v3!t inst lyi,2lwStt<u lnly rztallFl,e:l:sira tssoaF`�a, ft�;,35r.15nt; se#:6!1 Anthony T. Tombo III, P.E. esd tstE<15irhtt ltrerin.Stp ti 3t esF[at.i;`i<1 s1Ge Dsn:, ne 0t!xitM4trnd rytuerdt6zraq M9}ron,il he ttw'tgt11ltll{.lit R(udffitIW19sISYt1 tC(t pjiFll.TY-o7P61Ad{EttAttS �t titU ltetd lSt 7ntf, mtuv j��llnl. aPett,rt;s;`:£flce�ktu1J 16dI1:At n:pt5uil'id # 80083 turn!ruFPtsipermlftenMtcslleatsulMn!itTCla'ttzpmxnulrrlt'assdhirt:!€ig(oafatuSt7tt}Mors^>m(i;iuFai`i1f31M�flitiSKA tittaNet(01.1f!!aFnIW.PEIttAttNt3t:pf5S�Lti6fIM4111!33t:Eili'e:CH!�iAffrNjtr/FtteF(At;msNnttofvet,aaltst 4451 St. Lucie Blvd. eDtrsisi tdutd lr dettrstrged eytt it.d;bq ky G;yt?tiet aethed. ttetnss rtsirtltymett it1516e leildiq g<sifleett ttussSn!ew EF,ietr. tinyFtilfia{. lsi afil:tialf:trs:wusdtfictl[I'%L FOi Pierce, FL 34946 Copyrightt2016A-]Roof rrusses-Arlbonyi,kathe111,P.E. Rtpmdutiioaall this demmsnt:inanytara!,isp!nAibittdwihoulthwrineapamissinfrom A-1hafhosses-Anthtyl.Tomb 111,P.L Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 V11A Valley 1 1 A0254290 A, _+ —11 Job Reference (optional)1 • •�••• �• �� + ••�• • c cV r 11Wt t CA "ZZ'US, "r L;- vveu'e- l4 l4[L4(l / zu1 is rage 1 IW: s' 5gYW r4Jw5800kSDdXfwzl"-DQfeS97T18D2 4xEl4mLYtrf3XPxFgzCt3f9WQzlCoS 5-54 I 10-10-8 t 5-5-4 4x4 = 2 6.00 12 T1 �' T1 $T' t 3 lv d 9 IC 0 3x4 4 3x4 1.5x4 11 10-10-8 10-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matt x-S Weight: 38 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 194/10-10-8 (min.0-1-8) 3 = 194/10-10-8 (min. 0-1-8) 4 = 460110-10-8 (min.0-1-8) Max Horz 1 = 44(LC 9) Max Uplift 1 = -55(LC 12) 3 = -63(LC 13) 4 = -60(LC 12) Max Grav 1 = 196(LC 23) 3 = 196(LC 24) 4 = 460(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-304/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires.continuous bottom chord bearing. 4) This truss has been designed fora 10.0. psf bottom chord live load nonconcurrent with. any other live loads. 5)' This truss has been designed for a live load of 20.Opsf o�1 the bottom chord in all areas where a rectangle13-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1,13, 4. . LOAD CASE(S) Standard kuaag-fiw;e IitlexjE!r!1tlt� fEe'1; rirBltI0SSE31'Sui!I'}, 4iFFlEt !alas$ t ECADRt7kf (CTCY "6U!EI jRlrE09UD6Yi1i' ha. imhltt!trogrtrsstns ud uN airs u fiv's turf Desip [+Fxieg Dpiolhs 'k'ka+t T.TEmN Ili,l,E.l�eun Ltet] htx+ue. Urns a!an.in stz!si m!tt 1f0, ulr W1tYmue!kr rlaes tN{le MlafieTl'"hletdiA lsal!utbes ,taliveerQ< Sgttq:y Eagirn; Re sesFatry li9 tc>atsEmusFphetedds rntasiFes �aga!uag tnt�y'¢ht hF dEdgsdrit sitrle Twss d!giltlp'ke1:B FCIr, tBlillr4l, Sl�:lesirt ntFij^ 5, 46fHg meT.'etEi; tr:!: `.'41r Anthony. Tombo 111 P.E. at IdM.fs lust tZrkinlial'sgsa4-7dfit cw—tit 6stsis mlwisd Egm n'�r:sa"ouqw, h 6Fuser01h,11(,sbVud`,a lrilmfTh.1 tdt ral UP. To EEPsrd ite 1-1Wol fiFlkwide i!Fss, neSs-r �OoT. sbr,,! z,ecu cakrog ilia Se a:usrassul:l d Y ZE I 'Aar.arag CnSiglu pl CtdlA'Iif. AOa011fttlAa�s P9 uaprg'tMn Ud(T.e!iiF55d11E{&tlSg(tIDEAttl SdeltldFlBvp(1�.SSjg»?cE±d hilt tE2Sri:{RFiFttttEtfdt3!gteeitl'6idCi1,R(I ailimS hF IF1j9lSINr`�FtpdeMiH eliAi TFfil CitlpK;iASS Ce11g3 CEg.MM pr FffSS iS3EdLtMYFt,MiFEf 180083 -tsttx;(ddiadht(nha:lt Fd piparili r 4451 St Lucie Blvd. P ry reg6yC': gsfin li!F@at.Fle tau Pts+pfephee,Is40l lit reilrng btsigctee!?sFss 3, lem Ettst!ti ngk+ilCq, Ltgislittd h;nset Fsdefi+ed it?Fit. (o li bt-02016A-1ReallFasses-Antboa LTombs11L.P1 Re rndusiondthisdemment.inan•farm,is ohibitedw�ithoutthemiftea umissiaohemA�IRoofTrassas-.Tembaf3l,P.E. Fort, Pierce, FL 34946 PY9 r P� 1 P, P AnthonyY Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II 4 A0254291 W4HSS2 V11B Valley 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cwm Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:19 2018 Page 1 ID:ZDxHWLIAKNVUKb LNNVs7NyDNvu-9onPtgOjZmTIEN5dPVopolw SL5djkHVKN8GaJzlCoQ -1-0-12 5-5-4 10-10-8 11-11-4 1-0-12 5-5-4 5-54 1-0 12 1.5x4 II 4x4 = 1.5x4 11 10-10-8 10-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.02 5 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.02 5 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 8 = 373/10-10-8 (min. 0-1-8) 6 = 373/10-10-8 (min. 0-1-8) 7 = 246/10-10-8 (min. 0-1-8) Max Horz 8 = -75(LC 10) Max Uplift 8 = -143(LC 12) 6 = -147(LC 13) - Max Grav 8 = 373(LC 1) 6 = 373(LC 1) 7 = 246(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-328/449, 2-3=-269/368, 3-4=-269/370,4-6=-328/455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5,Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and. C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord.bearing, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 8=143, 6=147. LOAD CASE(S) Standard io 1.5x4 II -i PLATES GRIP MT20 244/190 Weight: 44 lb FT =10% Irflp �-�i�itbAk'gliJ rfitfi111t,�i11;DE11oSSfS{$z�r{.KBE<71T;(i!>(:jlkh�jiJ11S((iSiCK �rg!fl�iirt��iE�SI".Sr}YRTIfJJ d?;`y't(Y18tt85 RgIR1 UlEt tt fliS rirti �tilgl [.'IxUg (IDCI t'ST S:IESLI(T.TiSgE lE.rj.IFiC<W: S3tN S!{1ftW :;�ttc �e.ist s�rlltstt+ra; nq xl!!t@nXnN gishs tiPn9e F:Edlx+sf lEb lB if sCll. ittTRtf lfkt3tgl3lti{Id SglfSTT(8}9!HS, ISt ttfi A&ftrlv'�Itg:'tlttt Gl3:ftgiBBtt Poi t�j'ihStYtYfflj'YCI15g IHri6Y)�iiiMi�!d3Nga li!f!SliglElfotf l:gl�lLlO'w�ti:g illy, KiktllgEl,ti'.IISIgG eSttZj:kdS, IiY�ng;C:;itm.lC.!i!IIJ Anthony T. Tombo 111, P.E. Witt 4nil !rfsifit air W.1 iitwl rtigt0i.'':P45,Dww!,fit ifsFfftetiltlId$psi"Is, CSR.'nfiw�w'.,Rht!ECte itN[K.lit VCAftl IXO'iIli3g!dt.1111-LTI!eggitil0teUS iti.1 k1i wfl lit hils; h6ki Mirli!gtliigt.imlfitiC4L'Iil sku is fit 3>Afiti�-'idI —'aOOg3 tit W&q otslptr ttl ft.1'r. piipie. 4451 St. Lucie Blvd. sistr*<i;t ddiadsrf[xhu;l tpes(.pcaiE.ul:;Ey uiifafies gttl!ti. isi Tins btsip feint!! is 137. Pie ltiu®g Ptiignrx Tltu SJshu Egixefl tq kdraj, Lapihlis!lLastrt niefae. ia1f41. Fort Pierce, FL 34946 ZI (t lh1V2016AlRoofirusses-Anthe 1.Tomhe111,P,f, Rtlodunionolihisdcromtnr:inan farm, is tohibiledxilboullttwhien etmissitofromA-floafbasses-Anihn LTorah III, P,f. PYT 9 Y P� Y P P Y Job Truss Truss Type City Ply HOMES / SEDONA SKY II WAHSS2 V12 Valley 1 1 FACIATED A0254292 ., �_____ rence(optional)/ �+ (.0 ,( t t uaaaa, rut s rtelCe, rt_ �v-+o, uesrynLa i rruss.com Kun: 6.12U S NOV 12 "LU1 t Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:21 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-6Bv91 W2z5NjTThF?XwrHij?Lt8mkBdzoohdNfBzlCoO 6-0-0 12-0-0 6-0-0 4x4 = .a 0 0-(j-8 I 1.5x4 11 12-0-0 0-0-8 11-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.38 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Mat�ix-S Weight: 39 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 196/11-11-0 (min.0-1-8) 3 = 196/11-11-0 (min.0-1-8) 4 = 468/11-11-0 (min.0-1-8) Max Horz 1 = 44(LC 9) Max Uplift 1 = -56(LC 12) 3 = -63(LC 13) 4 = -61(LC 12) Max Grav 1 = 198(LC 23) 3 = 198(LC 24) 4 = 468(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-310/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and GC Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.6'0 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live, loads. 5) ' Thisl truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 113, 4. LOAD tiwey-peett "It TIMES rS11r,.5KlJLT.USt(9NOIP6Ri CBTCR,Mitj Avl000Tomw Ya iwdyks! ysndws esltelnitsnAisrross Ca11v f>••(.i(1 pp)salh;er+.tar T.NaM C':PC.iG(ranisuttitiwt ase. C+:ess c'arxis(stetarwt!(T D, a(ir Mild am&lldetfdelIt.dfunt, It It ikid.15lTT1f Ctt'fl.9ti1(t((iLii(++l E9t1(w1,fi((tf(6Gj Mv'D((r'(iM59f Yf(r7040.'�'!r:�tSSSkY CJyY.tr'Lj l(StWPJ=JrIH I(!d35tj({I9(t(#1I(TIP:SI!rk'itiM:(T:PL(Ir,IUAIIFI,Tt!r:Slr(KRSfR03, +C]i{it �hfEJ !F!�I11( Anthony T. Tomb�o III, P.E. wl.s:Hk*is lnssitr ert gi;Crnsams n: 2ldAt Cr::,ht Tls4t%s etow.sdgtw w'�e6x raghs ,nrs(+r[frdtli tiC,IC(16C(sEBa lwd lr;i�>)isd(aslir6t,lYs>)pfssldw(T:oa3etl�df.;e«st Tols,m(-i EN11(1.stnirp,xieudi( sd Imin silo i( r'-wrliil;r d 80083 ' b4 rrTrul P(sip(r ad Gehatt[Aliedtt 11140 n'atTUWIN p(teit14d 1r.Grt .,s dC�tuWdzgCavla.(dSdAl ldgAP..T.ilit'e:0der'rf tad SKAm(dvt(mrfw Im.11rir(xt. PII fdnss tit R,;,-Ifi4s ad rdksdl5t➢t,tsnp"J"sst(sflsr(q— xidlmullt(d4Arer,wless Y0t(.�itdt!mrl ir4C4lA81 td (rGth.r_ r! • _ t� _ a91t lgti(511!11!d.T!(L4ssP(s116E(rutehACllit rdlriiJCtiilvtcKlofsild(mE(1iE4wtI4nHII(e1.L01ilJliitdlwSfCtlsrt{mNCPO. 4451 St. Lucie Blvd. (opp;ight02016Ad Roof Time$ - Anthony LJootho111,P.E Repsedudursdthis dommenl,inany Islas, isp1ohilitedwithout thewritallpeimissioefrom AdRoof Imses-Anthony LTomb 111,P.E. Fort Pierce, FL 34946 Job Truss Truss Type 4ty Ply ASSOCIATED HOMES / SEDONA SKY II ti A0254293 WAHSS2 V16 Valley 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:23 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-2aOwjC3Ed zBj?OOeLtlo85jWyUgfXE5F?6Uj4zlCoM 3-2-13 8-0-0 12-9-3 16 0-0 33 i3 4-9-3 4-9-3 3-2-13 4x4 = �o o � 3x4 i�- 8 7 6 3x4 1.5x4 11 1.5x4 11 1.5x4 11 0. -8 3-2-13 12-9-3 16-0-0 0_ _8 3_2_5 9-6-6 3-2-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 56 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-11-0. (lb) - Max Horz 1=-60(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 1, 7 except 8=-150(LC 12), 6=-150(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=352(LC 1), 8=367(LC 23), 6=367(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-287/336, 4-6=-287/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS. for reactions.shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed fdr a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by-2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 7 except (jt=lb) 8=150, 6=150. LOAD CASE(S) Standard YiN6at-Paettttnat511!fikl N14103IIDSSLrsaull.a%fultatistT01D!nDIS i13i➢tt^lNFI"t(rlDlnl k5rtY0. Ttibk Mt tViums td ittl lets COESTitss Wirt ktsut,Moeelm W.W1 Miele ffff. rtfew Ssetl hlNt,Y De.`t!t6'iiNr:titt'WWO tM. tdf � nrtte�tnNpa!liiirtt�rx3LILNIl1CId.Al31'Issti'pEtNtt{it.,SlPtk(B9!N EtttostC4jTDD1§)tllSiWaQttteOf4erthulss8' SPE=§ip.1mshift Ttttsa:risaf.0,i1W!,.14111LIteioirittot. tt,!.rt"1*1n Anthony T.TomboIII, P.E. tritttdais lass hi e!rl'Aatisinttas layd6i D:sx,t+tC.aismlNsd qm Nftz6zaq:wz..ilet!r4irinit neat il{edat ltmt s.drt:td!itt iNd. Tie tttr:tee!atl;J idatfieitae8as lnts,N:baq attilitt. slN�,esxtiaitd knot s1i018Attrtt+sieil:td ,", 80083 fit hilfvj Dtsitnr cl[ethaiw. lDtea!alisfaatlC ataztnarces tnrlridmxeatW.'.fnrasttem Sdttj lderaazaYSlltaiii:td±lt.ifi t¢i Srtl mt rt'xetttltr rand rtirre. P.1t!>!rnslit!ttpesiiit':etoetlAusti7tl:tuC<rpa,.msPtnp 6yiettr arTrnsq:adlG�tyealns 4451 St. Lucie Blvd. taaw!.t ttTneth{G.huitgilttspa it ei ktz!rctiet q!aLtt.TL¢TnttPw'-p Ey�ns!itA9i lit rriidnr [hsiptr.e imt5*site(te'geetnhiifier. ti urihlit:lltts!et tt ddceti it Tp 1. For, Pierce, FL 34946 '�,(opytiyltlV2D16A-iRoof husses-Anthony LTook 111,1`1 tepiodunionofIhisdetumeal,inany farm, isprohibitedwilhouithe wiinenpetmissionfrom AdtoolTrusses - Anthony T.TombnIII, R.L Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 VH2O Valley 1 1 A0254294 Job Reference (optional)t 6.00 FIT 1.5x4 is 2pp., /NI.. '� W1 1 a - I 0 0 3x4 ! 11 1.5x4 II ui r. o. � � , iwv iz zv i t rnnA: m izu s Nov iz zu1 t mi I etc lndustnes, Inc. Wed Feb 14 14:24:26 2018 Pagel ID:psB5gYW3NJw5800kSDdXfwzl"-S8i2LE66wvLmaS7zJTQSPmjCr9UJsunXxzL8KPzlCoJ 8-6-8 l 11-5-8 16-9-3 20-0-0 i-3 11 2-11-0 5-3-11 3-2-13 1 4x4 = 4x4 = 3 — 4 10 9 8 1.5x4 II 3x4 = 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI DEFL. in (loc) I/deft TCLL 20.0 Plate Grip DOL 1.25 TC Vert(LL) n/a - n/a TCDL 10.0 Lumber DOL 1.25 BC 10.30 0.20 Vert(CT) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 6 n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S I LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 19-11-0. (lb) - Max Horz 1=-65(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 1, 10, 8 except 11=-163(LC 12), 7=-163(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 11=412(LC 1), 7=412(LC 1), 10=321(LC 23), 8=321(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-11=-315/375, 5-7=-315/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nohconcurrerit with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf oh the bottom chord in all areas where a rectanglel3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. l 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 110, 8 except Qt=lb) 11=163, 7=163. LOAD r 1.5x4 11 T 5 v ILI wl ` 6 . o 0 7 3x4 1.5x4 II L/d PLATES GRIP 999 MT20 2441190 999 n/a Weight: 74 lb FT = 10% ffinay •r�n;e(bttxp5!p tw:!v 9e'A; I6Cf TIDiS[SrS$((i'}.. E."AFIit 1Et(ii A fClfO?f!PAS (CSTGN; tU'EI jA(rlOis(ECEk5T1Na� fN;h t;;:W pYnN'li er/ua! etfes tt tlit rNu 6tslgt Gtsieg OpY W fi: k'Ns�J i. (raYt Ii�, r.E. (E`Ntt(!'saeetitlnt eu. Oce!, o:':�t!.ist sMe6tatk10, tal. AUFett�eekryldes sh:i leaselft[?it lC3hla sUid Asattess ie:mrajaterlit„Slectry[nps!n;, Pt sed is tapl PFsr:R;eesn!nspteec!d[M irdns6td s®piv.N's�rzspussilrfN d:Mip d+.r.sopl!Sms dtli,eda4tT tnlr,nitr llpt. fat lesi§:nstap`ms:hzop 5et;; ts;ht 4n Anthony. Tombo trintdld; irtisl!rueptN.:!pSs dtn pnsapdriF Cats.,(tDfF!ltettle(:ttit(edNd;Ailiap(aspK,it ht tA",tr 6iMe(i4rktlKulrat H.nlfrillug;a2t oa(tryd.}>!appmal a'a„tPB us ep 6tlE euslSEn lntt,ixi:dxp budinA.sM�e,�!a'eite eA 6:niaq sSdi it At n:yx+siki4'pd Y II? P .E. ' netuN P!a upAGehetor. Atlatttssdtda'ft}P:tmG@.t recuuut cGStssdCstffK. {am uetlSeH.;Mas:e.oa Sg . 1:sAelh;rltil$liAmsuNean!(aF Fetid rilatt. iplIltn!s15em !era:€!rmll,utsduttt::,et:�s:<,tutscenx(tr�rwuttnssuttd!rs:N,m?t!r 9 80083 "t t A re t t• r� ! t p t 4451 St. Lucie Blvd. tlNadliSaedl!daht;ttp!d gtau.ei�kpryelusisnlei.(H lost Peep&yust is APi 1'st tiAlhy Ors�p«.e.'rns SnleafF,!tsedtpkstHy. Lttpil!Iud Was austefiecl itl%}, fo;i Pierce, FL 34946 (opytighf�0'201GkIRoof trusus-Anthony 1.tombeIII, p.E. Reprodurtienoflbisdetumtntinonyform, ispmbibitedwCthufIftwillenptimissienhom4d Roof husses•Anthony Llombo}}Lp.F. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II A0254295 WAHSS2 VM2 Valley 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cwm Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Ml I ex industries, inc. Wed Feb 14 14:24:28 2018 6.00 12 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 CodeFBC2017/TP12014 Matrix-P Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 46/1-9-0 (min.0-1-8) 2 = 35/1-9-0 (min.0-1-8) 3 = 12/1-9-0 (min.0-1-8) Max Horz 1 = 24(LC 12) Max Uplift 1 = -6(LC 12) 2 = -24(LC 12) Max Grav 1 = 46(LC 1) 2 = 35(LC 1) .3 = 23(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using. ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 2. LOAD CASE(S) Standard tA�tiA •P tait131f4Edi1((fi:taht �tTri�DTTMDi$Ei;Sv!Cr1.CK'tltat lELYS;iCeG1`utT iD$TDM�iDtf{�d(I;t7M1RtD5Y[il'hra. fltCr its"tATYtlt;fS iAd ttri ecltst6I. loot rY ��HS 0.'Al!'nie ffE!trtl S56T D.111r NBhrmxFn rioiss sta[I It E;edhclD3hkaiii Esalrns Cessn ryhtn ix StlnFnfel3tNL18E atE`IF¢rl.'J1FH4ilYi0YlQ16teRE!{'attSlREa aala!nxMttal�S="D'hln hA d?up lt'.l2 GrrltTitat dgmsetl:el:D nir, nitt lril.Ibs dtsyA tasny:"xas.'tAi��s�ets: t42s35h Anthony T. Tornbo lii, P.F. tAds,t if Ns Tms hs myWf!gis3tnsnEs ' AftCr4n,htD uisnlinzedEgeatrt;kt6t�dEq ii;nx,h6t tee'sC4`: At 04A�Qtsxldt lxrl aadrnl:4G a4rPIA. TDtgpttAl$ r1;D etlnJthitE,eddti ts; iA ld gMAdii�. sfrspt. hsu?can edLntg sl411k AEnspAsrcil7 o! a 80083 b4E 7lhj[:fipafAldrttaataf.IRV"all tliq.III 1L214ttttplexaaalTN aal Mr. ltletnAl In#still tailem. PI -I 4451 St, Lucie Blvd. ei",:IEddiatrarat..ha;ltpttl.tait�E?i9ki.4 SI hrilitl.TMtItES5Pt1iAEEE`�MttlI�5SGtlQlditrDtS11➢tL4?TItSSS!alCtPiHC4SltrIIIIIII(.M�[E11MIti?it,:a;c4uatTuceieTN1. Fort Pierce, FL 34946 (opyrigbts2016A-1loot Trusses - Anthony LTembIll, P.E Repsodu. Won a] this dacament,inany farm, isplobibitedw4cal[he wivenp rahsionItem Adloot Trusses -AnifianyLTemba111,P.T. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 VM4 Valley 3 1 A0254296 Job Reference (optional)+ a. t rcour i russes, Pon Pierce, FL 34946, eeslgnraraltruss.com stun: 8.12U s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:30 2018'Page 1 ID:psB5gYW3NJw5800kSDdX%dYYj-LwxZBb9dz8sC23RkYJVOactv0duRoj W7sbJLTAzICoF 4-0-0 4-0-0 I 2 1.5x4 II 6.00 12 W1 B1 3 2x4 1.5x4 11 LOADING(psf) SPACING- 2-0-0 CSIj DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 14 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 129/3-11-8 (min.0-1-8) 3 = 129/3-11-8 (min. 0-1-8) Max Horz 1 = 66(LC 12) Max Uplift 1 = -17(LC 12) 3 = -50(LC 12) Max Grav 1 = 129(LC 1) 3 = 129(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-6-0 wide will fit_ between the bottom chord and any other members, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. LOAD Yma.-p-r!w;etursx}alj:u�t>!t[s'i`li-0rTItKS(S;'S1!:i';.[:h113t7if5?i t:GXO.R�±S>BiiC4;'U7!it",trti0dt[oE1'.r57'iaa 1.16iispivtaHus of tnle„et as Nislmsbet�frr.feJ,^,Oejal:�aeflayT.leaaa �r..tl.IdeteerS3etlldneeu. tY?ess c!de!+iss st?e6eaYST l.eei. - giTPtwsdu11tleshIl1,sWfukt12 kit VOL A131 t"", pff;fSrLD4.�6tVefis�f£t�j'1?t12JJ te5r12irl�aY1P16:{?ripi t.sbgltIwn i:Ji^dafit Msey, ntr IN.ia: lesfrt nusyaa;, lta9sy sa;;itt; sr. J;q Anthony. Tombo Ifl P.E. eettetOws TrySs fattPrlai�r ri;NtsU[Se4iil trill ow,rors, Nt D.FEI SttNailt[t;tale!Ne bxaq iYl`tY..',NNt 1[&ts?ft ?IS,Best(udNe lnel Ynlfug:tde e�Slr4L Gi npetdd i at3 srhd[rstd&trms;m;4;zJluour. sfurie,hst'Ciaad kxi+J delis q!{esptsiiA[fd Y 80083 ' ht hd:ul CKsiper alr¢xfiaitc lOv!n setMaftsT> ¢tONt Furies ad rrirrttsdNits?e;ri 4�euttl Sukry ldtraem(TSIipSSsaHirTry exfSlit at rdernn!`a lem¢i Sdtcu if}t!t!ms Ne stsrasniilL�Pseill�indNe i:ns:eretr, roll oen[a 6lmtx and':r+ss Nnd¢Crer,mltss 4451 St. Lucie Blvd, e k-:!t tdmdtrtexhrl el.tt[gait.ei§;!I o [^ i. by lrtd. N TtesI Mitt Ijm? is 407 he MIMI otsirr"!'ens ,.sltm fazstt d air kailC¢4. Gl arilaliei R=astrt n !true[ itTtFi. Fort Pierce, FL 34946 (o sbt02016A.IRoofItusses-Acthan LTembe111,P.L Retoduai000fthisdesumsotioan lmm,is11obibitedwilhoulth witted etmissiaelromA-1RoofTrusses-Aolhoa T.IamboIII, P.t. Pr 9 Y P Y P Y Job Truss Truss Type Qty ply ASSOCIATED HOMES / SEDONA SKY II t A0254297 WAHSS2 VM6 Valley Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cwm Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Feb 14 14:24:32 2018 Page 1 ID:psB5gYW3NJw5800kSDdXfwzlYYj-H 13JcHAtVl6vlNa7gkXsfl y83aWRGd?PJvoSY2zlCoD 6-0-0 6-0-0 a 0 0 2x4 1.5x4 11 2 3 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) n/a - n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 209/5-11-8 (min. 0-1-8) 3 = 209/5-11-8 (min.0-1-8) Max Horz 1 = 107(LC 12) Max Uplift 1 = -27(LC 12) 3 = -81(LC 12) Max Grav 1 = 209(LC 1) 3 = 209(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-157/256 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the,bottom chord in all areas where:a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 21 lb FT = 10% t8ma�g �P:au?ht.rsii.� R!`�Y Ne'7,d ICOrpICAEgrSltit?.C(%fiat IrBt"i t f9lC:T:(!Xi (@TCM^V7RI" R(G7'igEO'es0E1'frre pma',rlt4�pxlattesttg+rti otrs aeriis Lxs Gripf L`rri:;(DPIeAlu er:'t»J i.itaaf m.P.e.t?`:reut gSeelhtut nv �esdarw.ist sM.?I reP.1lpRtelp Ni;?t«aRr(u pptes sla'I re �;elta5:lpg rt tt?e4iA 7.sliw:sEtr!al rApHRfj(A,Sgtcay fag:!?RI, IltlNJNtap tCD RYttealmeagMRe!dF i!fitriiwa`elp�?tl r!lgteir?�i!Nfel a?drSigA it rB?u?glt Tlwf dtpldtlwklgBC ftlf mdwllti,ii:dtllgR 111ib!'Nd?, ItSSpg 6traiRf;?alcg!IIR AnthDrty T. Tombo 111, P.E. etisstApis inns ilr try r;sAlgit"t Rsfrnss tpd6eCw?,re Uxfti sltllerinigNn#tgs lq (r?!pu;,hht rrc:r. rdt Iif,tft 6(ai:tir<el>tdGlg rth elf irpl.T!lspaRl V*00➢aw of 6flintf! oefms; or+sr.,gSngklg. riaspr. a! 16. radb.*" 041 it Atre?pmid•r d w80083 tae Eaii:ngn=.sigeer ng Gensi�r. glia?it: RlMohaTb wAigipferzn ed rra?ies a'Asra!!zxg(l�tued Stitt}idlrarma�E;3Qga>I:c.t it iN evd gE(A ae rt`ereartg(r.g.eeRi gcid�tli?il9drnstie r&gsls6il9araai iNm al7>:nett"tagaw,rnu 8t?+g?fvgnew aad irks fla?diteer,mlts! 4451 St. Lucie Blvd. ewwl:elfin?fggf[whxlfg!edrFssit�t=i.7gys;gati?lhnhet.ittrRliPtsip(y'stele(Silitr611ug[k5�g+iGf'i1MlSp+feert;aerdupgfaGtg.uts:idl,L�att:m�cuef�zsittf+i. Fort Pierce, FL 34946 (apy69h1,v!20i6A-1Roolirusses Arthoari.lem6oIII,P.E Repmdurtiaaalthudcmmeat,inanyIvan,ispmbibitedwithoutthewefieopermissionGomA4loolTrusses-AnthonyLToa<SoiII,P.l. Job Truss Truss Type Qty Ply ASSOCIATED HOMES / SEDONA SKY II WAHSS2 VM8 Valley 1 1 A0254298 Job Reference o tional p mum a. izu s Nov iz zui r rnnt: UAZU s NOV iZ ZU1 / MI I ek Industries, Inc. Wed Feb 14 14:24:34 2018 Pagel ID:psB5gYW3NJw5800kSDdXfwzlYY-DhB41zC71 NMdXhkVn9ZKkS2arOEWkV-rinDHZcxzlCoB 6.00 12 1 1.5x4 11 3 2x4 G I 5 4 1.5x4 II 1.5x4 II LOADING(psf) TCLL 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CSI. TIC0.30 DEFL. Vert(LL) in (loc) n/a - Well n/a Ud 999 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 33l7-10-0 (min.0-1-8) 4 = 151/7-10-0 (min.0-1-8) 5 = 38417-10-0 (min.0-1-8) Max Horz 1 = 145(LC 12) Max Uplift 4 = -58(LC 12) 5 =-149(LC 12) Max Grav 1 = 60(LC 12) 4 = 151(LC 1) 5 = 384(LC 1) 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectanglel3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=149. LOAD PLATES GRIP MT20 2441190 Weight: 30 lb FT = 10% i FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-303/127 WEBS 2-5=-288/437 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and.right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. k`E�taj �t`:ro;rltttsyih rnk>r Na't; tMi i1P;S(S fS`1(.'t'};&ti;lit iEWS t fgkG715t1 CtbiLN('IU!il'; A(Aa5i1ID5Yrr htn� N(fetitnxhtpttl ssb:lls etMfie lL'�hle trtii ls±to%Ct;:]EEJ4t±tt{IdS@teS.T(a):1?t1S,,IhI'd may Mlermens. et2 telf:l�.a t(t!Shl tYy lA rAj!3� ay[afYTf tfltt t�ipi!,f±l gif±l[Rlltttitl ift ttr'seAF°.d..'Ep 11',..:r�T±t4K'iY,{'ilt!Ilr.ltlR(tTtN.ilWli±lilllj!{{t ' P.t kddgwip"al(tehtmt. Sllmlt3"1tda5,IN .4 A, poemsalr:6.!ri Rtt Weitj C.;.tt!SAIi ltlt30.gso st?n.4,10.d1.,4iawlgj q.4ni"�tj r'FlitsanM1t3.N 8nf DOI% 15' ni4 KAi tit 1.11.1R,;peeet!Toss S!stea(r (opytigbt"''02816A-1Roof Trusses - Anthony Llsmbe111,1`1Repiodu;"onalthis dommsnt,inany folm,itPIOibitedwithout Pmhi±t!pysrteuts tef m!xses to ltis?ms Unlpn [*tsirl{iOEie±i�:4!mat 1. batt 6,f..l�trrnli+tn tdtrt �3!. u�t!! /�t!.ist it±�eam�e ro,:ar extptm¢artkt j.*3etea±a7ie±es:.g tesfass'hln It- 610.1re sia31ti.'sfilaw"II-10W!,xdn I&I.Nimip tsstaptm,.stlq aetm tt nvutsr Gil l!W. To Qp3iid o,thHaw C3 fidi, t!NTons; :».S.jW.I. shgt, nTewtm G$Snin sill ii Mvt3p.U1j0 Ahoal±y 71 al Slitmrtt;tnstl11VImLI ItiIm.Pit M.",ttlltiYl�311tI:'iF3Ai �+ti±05,Im, Dvitai?im C'wp ltptltt .4 Tts3 fthettt,wi±33 xc tl tt! KI(al. Ltyi4reA Irastrt ti Mai it MI. The wlipenpumissionfmmA-I Roof Times -Anthony T.Tomba116P.E. Anthony. Tombo 111, P.E. y s 80083 4451 St. LUCIL Blvd. Fort, Dierte,FL 34946 ' JA`N I JARY 17, 2017 V- TYPICAL HIP / KING JACK CONNECTION I STDTLOI 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 Attach King Jack w/ (3) 16d Toe 772 409-1010 Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach Corner Jack's Attach End Jack's w/ (2) 16d Toe Nails @ TC & w/ (4) 16d Toe Nails @ TC BC (Typ) & (3) 16d Toe Nails @ BC 0 ! ti ich Corner Jack's (2) 16d Toe Nails TC & BC (Typ) 'fu+�{�,Rl�.ssAaaq'+r itietx'd t^ifIY4TSBj'S1tEi')-6{ttlt.&lti3!(�#(dl tS;LitJXSt.m�'jtdt�sp:,fC.,+R["krs la ksg,dawd:str+f:�ateEtSes'la frsfteapL-i{h(djatP;LvRzm1.;siu�A,l.E.isi�>g5�ri(!e Ss C.:isdins sAde ae.lft:w({ --- Ieitsmnwiplxr•s sldl5t rtdai uc l➢=hbee '. l;sisassDt4{ifeie�i e S{+t iUt Ea�wet b. to esmr P.U.re{e.suxass:e�te (St rd�s3iend etquse�{sespist4 l ffis ir{iailk"skpe [nn iryxo�4s�9e{�:tWi. eta 7N. ede9a:nsrx{imti:isx5gvr3r s,.as:es!la{ Anftny T; TD b31 III, P.E. eidot it61 TnssfamlP+ddul is �e tti{wS::petfn Jesn,N04A mtbmsad¢{mlr<DtLiltn{4t;4ed.eifte aiswnitll'd 0,,; 6C trdM4xlbsltm{;vs md{Pl,;8t.{Kn,dNR.tT':D esdn{�!datei0etlsess, u_ apks a{. dstt{yasa axtC%d wo{ SW h munpid1gk d80Q83 to Ee�trhnysa xst.ocwax /iat7l srt.gq'kiE4sn'8tl 94951rsf pjt,. tudit WIn isatsa,Lek`v,�'!Iatr. ^+caafSl}psSntnir 0¢+l%J n!rcwad6r{se imt t{.l drketlesxes aGdaesarl daM1ess,ta lass Uet+ytr, �s� �,9+.'+F�esit�Fr�ssRm(a,�m,u&s� 4451. St. Lude Blvd. earxee Nv�f I,,,1G0ml ags'araaat�p.r�gFjrapoac wFnd. i�pi{rzss 3ecgt�aeuctfvfnelmh�Ut§igv:rt{m(?1:rx GPamdn bD1�4. 5-in,.ustfmma�iseefieesa{�1. Fort�P;erce;. FL'34946 Eop{3,fifV 216A1 Roof Ttoses,Wonpl.Torte III, P.f; RtpDdv�iaaoltkutKurxsr.{,inaarfite fspta lkned n7?Delrkevrfienp>emissiaeGomA-lIaitlresses Axshaayi,faa6aGY;P.I: FEBRUARY 17, 2017 I ALTERNATE GABLE END BRACING DETAIL I STDTL03 A-1 ROOF TRUSSES 4461 ST. LUCIE BLVD. 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 THE BRACING OF THE GABLE ENDS. STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INS: OF THE STRUCTURAL GABLE AND FASTEN PER 1 FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VE MEMBER ON THE STRUCTURAL GABLE PER THE F NAILING SCHEDULE. SCABS ARE TO BE OF THE SIZE, GRADE, AND SPECIES AS THE TRUSS VER NAILING SCHEDULE: - FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MI 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF X 3') NAILS SPACED 6' O.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, C MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS ( (.131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). HORIZONTAL BRACE (SEE SECTION A -A) TRUSSSES r 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' 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. END WALL FACE (ASCE (.131' 150 10d CEILING SHEATHING SCAB ALONG VERTICAL 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. UKAL TRUSS :1zn.�w STRUCTURAL / I AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING GABLE TRUSS / 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. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / II TRUSS / IJUL''h' 17, 2017 I STANDARDCONNECTION DETAILTRUSS I STDTL04 I 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 772409-1010 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' D.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. 20IdA1&aallnsserAntAacyt,fambalt%P.E: PtEtedariiaeattkistoruaeay,inaayiarm,isyrabib8edwhEaittl�a cidtr 5abde.�7sl aafeTiry irfztrfraMCs+k§,drl!f1..L•ftileatF+{r{cazrSw.lgs J-w+sd�i�';f An6my T:_Tcmbo lfl,.P.E. i!gx:aux96s 1Ir cM ws kdd'oft liG! l szs, aAdia3TmE�a;';%a�a;e;dsai aeamLua; rArd as f+struw i:'vr ai. . i 80083, r<q mse7fT7P.cesAcu:s>rtitv5rsel hasAwln;s£r +r;li.ssDe2praiaencwinss kudrtatt w3ss 44515 LliCI .QI'{�. asa thglbtpi: Fort Pierce, Ft 34046. 4ra", A-1P fl;vssns Aatbanyl.lom III, P.E. JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 t A J. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. GABLE END, COMMON FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS VALLEY TRUSS (TYPICAL) II , II SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. DETAIL A P 12 SEE DETAIL "A" BELOW (TYP.) ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X 4.51 WOOD SCREWS INTO EACH BASETRUSS. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5' WS45 USP 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 VALLEY TRUSS (TYPICAL) TRUSS CRITERIA: L GABLE END, COMMON TRUSS, OR GIRDER TRUSS 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 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. and u:Ites ifz3tio w,ula yit sjai 9� t=:f.�SEts�rzzf t��: t;rc+ai F�#115C'�NP� li i iti�341 i�43E 51W F. fapnig?t 0 I016 A•1 Rodlttsses xtiilebtcm'ssslon!rom kl fioalLrsses • ArtaorFi: iom5a III, 8:f. Mthonq'T:.'Tmbo 1II, P.E. 80083. 4451 St de Blvd.. Fort Pierce; FL 349146, F1=-BRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL, 34946 772-409-1010 SECURE W/C A V VALLEY TRUSS (TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. 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. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. P r12 SEE DETAIL "A" BELOW (TYP.) ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS3 (1/4" X 3") WOOD SCREWS INTO EACH BASE TRUSS. UC 1l11L A (NO SHEATHING) N.T.S. BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS (TYPICAL) 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 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. adeau 1ek»1 iErtsvesGrgcel' Poa?icE EE ntr+rs3. TAi lass Ueus�rpIwisklt:iet Iq&-p+xsaTmsS'r-sE p�.�r ils:l body{. 4ke�. iseikrosarta!rxsutatFil. (cpin;61�I0164-ipeitTs�ssts Aat6myi.i:nbollt,p.E: pepedohoselEEs�osu eei:tcceytatwsspahilitedwah:uStFewrroenpna3st3onlsomAlfacilinstes•AetkoeyLTeo4oElE;P.L Anthony. L Tcntbo III,. R.E. 80083. 4451 St. Lude Blvd. Fort Pierce; FL 34946 JULY 17, 2017 ""�"�"� `" �" ""' "" `J"'„` I STDTL07 (HIGH WIND VELOCITY) 1 � f A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTACH VALLEY TRUSSES TO LOWER WITH USP RT7 OR EQI 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 CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE 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. FB FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. ES �a�y=f wss Saxeq:.j rtiu�t�'S�1839(ThcS,S(:CSttfli,Gtt;t4 f1u4tEtt85tCW1l;5'sLK?'BSrR;%1[t"B lEl81'kta rei�Oszpepsenis. YJ N(Fm,�pSaxS aS.tl" FnEliG" ffjt �4fIt IGd }Stt Nr&z]n C't aif ! t}Nli'*t6p6�N lf1C'.LN t}[ f}t(Ylf; (d Mat;'actP, rlS, �q�.55 a+dsa et xia shrmr8wfwsaa rts;wstiBiyAG � ea, Ike J.cnsas<�.tud tlN:imlMk Es31t4�aa nrn ac Att15a 18 pa ivcltk feali as 6i3Fr.5Catgxau,fiffiu'x BAuasuuamR.i4?advparfttesaMg-�6ea.�tk8 airyfabaEtisSC9h6da+saut�;tti�pb M[:;tGeMSF{ ne;'sin khxJ KpfaSo�sSre:dgw.r n['x3 {f �}z:+st esEs;�'. i4s ;anr2tti'a£,Faea ,s �]Ift:.k3kaj Brie;: N 1-+n STnra apaicot n piiV • f",:.<['"reryj nlF.I.I C.aILn.u<. /"ii".ci r,,.F,mo t' e.n,.au.i�r.,,i,F,. J.,w..ai .,.,vL..m a. u.tae,a yuG.,i,A, CLIP MAY BE APPLIED FACE UP TO A M 6/12 PITCH NOTE: VALLEY STUD SPACING NOT TO EXCEED 48" O.C. SPACING. NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) !.1 Pnut T.uu„ln6•"ui T.5,.111 D r' AnJlany T,�TomGa fi1,.P.E: e 80083 4453.St., Lucie Blvd. Fart Pierce, R . 34946 m FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. r FORT PIERCE, FL 34946 772-409-1010 * DIAGONAL BRACING REFER TO SECTION A -A STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, 6' O.C. VERT STUD SECTION B-8 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. STDTL08 VERTICAL 2X6 SP OR SPF STUD #2 DIAGONAL BRACE (4) - 16d NAILS 16d NAILS SPACED 6' O.C. (2) lOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 YPICAL HORIZONTAL TYPICAL BRACE NAILED TO VERTICALS SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS 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 ** L - BRACING REFER TO SECTION B-B 3X4 = v 24' MAX. ——►� 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. S. 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 (4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STO SPF BLOCK 12' MAX. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. 00 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 (2) DIAGONAL BRACES T AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP#3rSTUD 12'0.C. 3-8-10 5-6-11 6.6-11 11-1-13 2X4 SP #31 STUD I 16' O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4SP#3rSTUD 24'0.C. 2-8-6 3-11-3 54-12 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 3-14 1 3.11-3 1 6.2-9 1 9-3-13 DIAGONAL BRACES OVER G' - 3- REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. ROOF SHEATHING . �I�• i NAILS . TRUSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - \ 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) ENO 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. -1 FEBROARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. Aw 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 A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409-1010 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 ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 1Dd TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 7). r ATTACH TO VERTICAL I NIBLS(0313WITH )X3) BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING J ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') TRUSS 2X6 1 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS 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 (0.131' 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 I LATERAL TOE -NAIL DETAIL I STDTL1 I AMM �I I -' NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER .�; AND MUS HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN �.; ...�; THROUGH �N0 EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 0 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL �! BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772-409-1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-5 .131 88.0 80.6 69.9 68.4 59.7 I o .135 93.5 85.6 74.2 72.6 63.4 J .162 108.8 99.6 86.4 84.5 73.8 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 J N .148 81.4 74.5 64.6 63.2 52.5 ri THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE x ---I NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE -NAIL. SIDE VIEW APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.I (2X4) 3 NAILS EXAMPLE: I INEAR SIDE (3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: NEAR SIDE 3 (NAILS) X 84.5 (LB/NAIL) X 115 (DOL) = 291-9 LB MAXIMUM CAPACITY V-44----i NEAR SIDE I ANGLE MAY VARYFROM 30' TO 60' 45.00° 45.00' SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE )0° ■o %FEBRUARY 17, 2017 I UPLIFT TOE -NAIL DETAIL . I 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 Lo .131 59 46 32 30 20 Z O —1 .135 60 48 33 30 20 U7 ri .162 72 58 39 37 25 J _ .128 54 42 28 27 19 � Z Z OJ .131 55 43 29 28 19 LLI .148 62 48 34 31 21 J Lo J_ N Q M Z .120 51 39 27 26 17 O Z .128, 49 38 26 25 17 O .131 51 39 27 26 17 J .148 57 44 31 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 (OOL FOR WIND) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (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 )E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 1 TYP 2x2 NAILER ATTACHMENT I STDTL13 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.5 x 4 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. �'o ZIM��I ,,, p��2x4 Q SP No. 2 (Min) fx4 o° 1.5o° o° 2x2 SP No. 3 "Apto i ril 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-i m (4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES (4) 12d MAX 3011(2'-6") 2x6 #2 SP (Both Faces) 2411 O.C. SIMPSON H5 a.,�-r.,rr,ent,ru:,..;.a•T:uaac>n�>aeet�srr:u;rar$�Tcwrar�c;�oY;Twrrurerr..;Y.a^i.s TndlG.�p,e'.kna�rMMn m nt[r.T `a4�:etmlmn.:.e.chprxtAennrLa6,;xre;,.Ddrxmnr. tYSNwc,rCewi. Y:fxs.,.Te,r,'r..ffeaN.tNhecalL;e,h.,bl,et,r o,teT,p.,atTsr yfp:Nnbr ,>i m70, tw eupmde:,a �ttltt,;.ngT T,+r_mmn,t ,�u,t¢pa1.i,H,:.•Nam.l�'t.YT,..MINT.Mkapea.a,,w;aefn, t+'m AithonyT.TomboIiF,P.E. ®l.udh;ir+rtM wt l+;H�hs, n,rot5'and Ge:� Se4 tit .lrv,' .Set:WW{0 7a' cs .i ct lA:jt lSR:ai bsirr.'kh.75w tti. td Tit Iwq-0aCs 3¢P�e; Tedwtilh t>rs.t..k�tsik.fa7.ttsR,. crMlanieiUr.+., tkri Mfia,nTattvlxrQ —80033 `nr>:a=p wt�r oTtn.aau, leafes to se.5t rawmTFan>a pw'r�tt+ae N.rz,t. t�Msi Nch ar 17r1ei1kN17 M.0530 re W—'ilr r—i pace lrrira.tnt.np.ziaras W 4-a Oft, to nN-m-,«t; w rrrtfYwh+rcrt, nett 4451 St. Lucie Bled. x .isrifiwik,e(ww,pW„na.i.+..,tr.spatmnNtat.n6cg[spxs:cr6is,T�Ya,.:r7w.,rL.uSln,..k4andwrkasq.t9aTmtr.,Ttesa,ete!mauttl7. FO,^.P1£2C,FL 34946 ("yfigbI0 2u16 Ad f<a@amn- Amhoay T. Tocla lU. P.L .fepwdan m sl l^is datamarb is cay lotm. ispruhihit:d cirfiasf the reiva.� peemrstion Lax+Ad foot Trettec • Aarh:oy T.4,40111, H. FEBRUARY 17, 2017 STANDARD REPAIRI DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15 DAMAGED OR MISSING CHORD SPLICE PLATES � A-1 ROOF TRUSSES 4461 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X (INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP DF SPF HF 2X4 2X6 I 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 1738 2608 32 48 I 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 I 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 ( CENTFfR 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' D.C. SPACING IN THE MAIN MEMBER. FUSE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK THE MINIMUM OVERALL BREAK 1 V-11 X� Od NAILS NEAR SIDE �1�1 + 10d NAILS FAR SIDE X' MIN [ — SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) i LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 6' MIN TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIRI FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR ODES 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 ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO 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. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. G. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. ft %, MACY 17, 2017 I 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-D-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, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF IDd 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