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HomeMy WebLinkAboutREVISION 4-6-18 SCANNM OFFICE USE ONLY: ) GY DATE FILED: 'f �°�������®�fl � PERMIT# SLCO1704-0135 REVISION FEE: RECEIPT# V 7 h' PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982.5652 OPY (772)462.1553 APPLICATION FOR BUILDING PERMIT VI an- PROJECT INFORMATION LOCATION/SITE ADDRESS: awF - 260 SE Prima Vista Blvd(SW corner SW Prima Vista Blvd and Floresta Drive) I DETAILED DESCRIPTION BUILDING DIVISION OFI M� �►PdD ALL PROPOSED VIIOnIt ST.L CIE COUNTY OF REVISIONS: I i Truss shop drawings,reviewed by project architmE SUBJECT TO ANY CORRECTIONS REVIEWED •REQUIRED BY FIELD INSPECTORS THAT REVIEWED f MAy-.BRN�CEGQARTIN.9RDEPI-TO "ATE LAN AND PERMIT I'�P�Y, �I� R�,IGA .� ®�E� MUST BE KEPT ON JOB OR CONTRACTOR INFORMATION: NO INSPECTION WILL BE MADE STATE of FL REG./CERT.#: CGC061217 ST. LUCIE CO CERT.#: BUSINESS NAME: Hooks Construction Co QUALIFIERS NAME: Steven C.Hooks ADDRESS: 2211 S.Kanner Highway CITY: Stuart STATE: FL ZIP: 34994 PHONE(DAYTIME): 772-419-8828 FAX: 772-237-3757 OWNER/BUILDER INFORMATION: NAME: Wawa Florida LLC ADDRESS:7022 TPC Drive,Suite 200 CITY: Orlando STATE: FL ZIP: 32e22 y` PHONE(DAYTIME: 610-358-8000 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: Cuhaci&Peterson ADDRESS: 1925 Prospect Avenue CITY: Orlando STATE: FL ZIP: 32814 PHONE(DAYTIME): 407-661-9100 FAX: 407-661 KECEIVED SLCCC: 9123109 Revised 06130/17 APR —6 2018 Permitting Department St. Lucie County, FL Alpine, an ITW Company 1372.3 Riverport Dr,Suite 200 Maryland Heights,MO 63043 (314)344-9121 lLr1L r Florida Engineering Certificate of Authorization Number:0 278- Page 1 of 1 Document ID:IW916704ZO207082549 ,`,1�111 9 1►111f%���� y OERT-m- N'.Company EN Truss Fabricator: Angle :,R G SF�•'� � I Transmitted From: ks'angle@yahoo.com. No.83�38'• • -- " Job Identification:, S1170-WAWA #FLO #5220 Prima Vista Bvl-d & F.loresa Ave_. Truss Count:. 18 % _ • F.•� �; Model Code:. :Florida Building 'Code 5th Edition (2014) ATE;vF •.a;, _ Truss Criteria: S2-10./FBC2014Com %�•�' �.0R�Q�eot Engineering Software: Alpine proprietary truss analysis software. Versions 17:0, `"�'sjCs�•••••• Q�C�, Structural Engineer of Record: s�/���O N A 1 Address: Truss Design Loads: Roof 40. PSF J.amNs..nl.n Floor -.-'N/A o3/o7/2618 Wind 160 MPH (ASCE 7-10-Closed) . Notes: ��� 1. Determination as to- the' suitability of these truss- components for the -Trusos'D�esgn�ngineer- R strticture is- the responsibility of-,the. building designer/engineer- of eco�d, as denae� in ASI�COFS��RU�S C�aa�ter �. _...... ._._-.2;_.-�Ars._s .own-on a c ed-dr wi gs;--- e... .raw n num er -is preceded-by:..MOUSR6-704 _.— 13723"Tiiveiport tfz,'S'uite"200"""" 3. . The seal affixed .hereto -indicates acceptance of professional engineering Maryland Heights,MO 63043 responsibility for .the component details listed on- this sheet and- contained . within this bound document. Other documents which are not attached to this bound- document have neither been prepared by me nor under my direct - _. .. ._ . ...-..,._._ - - s'upe'r"visio-n. This. tiound�'document'-is`-nb 1'onge;r va'1-id i'f"any-modi'fi cat-i.o`ns`............... ..-.._.... `�'-'""'"`-'� are made to it. Details: TSO11-TS004.-TSO19 sE . , Submitted by RHK 08:25:30 03 07-2018 Reviewer: RHK $$. _ py, Ref ; Description Draw.ing# Date 12964--T1 .:.1806501103: 6/L viewed; 0 Furnish ae Cor 12-9 6 5--T 2 1806501.51 03/06/18 mostts—Qgvvnii- 66__T3 (�R 4 12.967 -K7 18065008- 03/06/18 ©6ubmitSpccificltem 5 12968--:J7 18065012- . 03/06/18 _ -- -11,2969---05. _,18065007.- 03 --06 18 Thin review is only for general ootflorpt not6 with.the.design conexpt of the prgjoct MY 12970--05A 18065011, 03/06/18 general compliance with the infbrmu 12971 C3 18065004 03/06/18 given in the Contract ihxroments.Corns en3 or comments made on the shop dmw no 12972--C3A .18065009 -03/06/18 during the review do not relleve coat 12973--C1 1806500.6 03/06/18 from compliance with the reguiromeu 12974 . T4 18065003 03 . the'piarm an 0618d specifications. ptrrval / / specific item shall and include apprtwal d@ 12 9 7 5--T 5 18065016 0 3/.0 6/18 amemblyor which the item Isacompo 12976--T6. 18065020. 03/06/18 Contractor,in res ble for. dimensio be confirmed and correlated at tho-, i64 12977 K7B 16065013 03/06/18 ,.infbrmatiim that pertains aolsly to -egtcj 1.2:9.78 J7B- _, _„-_ 18065017.. 03/06 18, ihsbrlcation procc�eH:--or-to the m- / m .sthode,. technique .12979--05B 18065018 03 18 06 s, sequences, • � /- / promdurea of construction; coordi 12980--C3B 18065019. 03/06�18 the Work with that.of all trades; en- 12 9 81 C.1 B 18 0 fi 5 014 03 0 6. 18 performing oil work in'a safe and mtu matmr. CUHACU PETERSON ARCHITEM LLC . hate 1/51 L .By Alm Willow THESE PLANS AND ALL PROPOSED WORK ARE.SUBJECT30ANY CORRECTIONS REQUIRED BY FIELD.INSPECTORS THAT MAY BE NECESSARY Its ORDEM TO PINEi COMPLY.WITH ALL APPI10ABLE CODE"' lAn ITW Company Alpine, an ITW. Company 13723,Riverport Dr,Suite 200 Maryland Heights,MO 63043 (314)344-9121 Page 1 of 1 Document ID:1 W916704ZO207082549 \�ITL1T11111//j H. Truss Fabricator: Angle ���� ••'E •'•�� ��i Job Identification: S1170-WAWA #FLO #5220 Prima Vista Bvld & Floresa Ave e'•�'�G NSF•.•2! �.�I Model.Code: Florida Building ,Code 5th. Edition (.2014) No.83038 • Truss Criteria: S2710/FBC2014Com • Engineering Software:. Alpine proprietary truss analysis software. Versions 17.0=` • S ATE OF • :. Truss Design Loads: Roof N/A Q.�� Floor -N/A �,�.5`�.•(.�R�QQ• �a`�e Wind 160 MPH (ASCE 7-10=Closed) �'�i,'sS;O A►1E����� Notes: + TN•0»w•i0�»Mu 01•YM•Y,YB»0 Bn0»J W . - - uYnO•BBBJSIOn»m;Mg0MF0c•B40.AIMNR _ •JBNJ•I@•Ba�vw MvJfl•AutlnOJh•JyNJ 1. Determinat-ion as to the -suitability of these truss components for the ••�•�M structure is the responsibility of -the building designer/engineer of . , 03/07/2018 2i ec �d d etjne ANwj"� P I�CO�.; � RUlj Cha�ter dBbA ftno a c� Pd I,_ e n n r•.,. -pree e y:-MOUSR6704. Submitted .by RHK 08:25 t 30 03-07-2018 Reviewer,: RHK RobertH.Keiin ' _. Ref. Description Drawing# Date 1 12967--K7 18065008 03/06-/18 2 12969--05 180650'07 03/06/18 „__ .__._._._,,_ .__ :_; --:.,_.._... .........._..._._..3..:...12.97..2._-C3A___....._.,_,_.......,.,...:.--1-8065009 - 03/06./.1.8...,,....,_........_._.� ._...._-_...._ 4 - 12977- K7B 18065013- 03 06 18 l: ............ lc ( S1170-WAWA #FLO #5220 -- Prima Vista, Bvld._& FI ores a. Ave Port St. ItLuc'ie,.FL T1- ) Top chocd '26TSC2.75 1:5x.2.75 28 55KSI Fastener`s=1 AMD. Circles show' the 'min. no.'.of'bl.ue''14AMD8'1.25 fasi6ners. and. Sot chord 33TSC2.75 1.5x2.75 .33 55KSI i squares shot''the min. no. of red I AMDRI.S fasteners per'member. See DWG, T5011 Webs 33W.75x.75 . :75x.75-33-45KSI ! } for det ils t :W4,. W6,.01' W9 33W.75x1.5. .75x1.5 33 45KC_I: F f . • (b) 33T BUC .5 20ga,- Bent-U connector required. Square indicates min'. fastener MAX CSI: TC.— 0.88, BC 0..90, WEBS 0,.79. qty. th u c 'nnector overlap. .See drawing TS004.for..peak connector detail- 160' mph'wind, 29,70 ft me'an.'hgt, ASGE 7 10, 'CLOSED'bldg not located within 9.00 ft ' Wind to ds Ind reactions based on both MWFRS and C&C: from roof edge, RISK CAT, II, E-XP C, wind TC DL=5 0 psf wind.BCtDL=3.0 psf. GCPi(+/ )=0..18' - End verfi c nd p 'sure a snot exposed to w'T res .' Left and right cantilevers are exposed to wind In Iieu. of i igid •ceiling use purl ins to br.ace.BC @ 72" oc., (A) 'Continuous Lateral. Restraint (CLR) equally spaced on.member, Deflect::on' meets L/240 live and 1_/180'total+1oad. Y 0 1 (b);' 1 c 2 .2 w 1' 1 W6 W7 6.-0 -14 2 2 2 2 { (A) [ (A) W4_ W9. 1 P _ �. 8 2 2 ' �2-0-0 ,2 i -0-0� i - - Ov 'er 2 Suppor s - R-1013 .1 R=7 013 .- U-1019 = i U�101 W=6:5" ; W 6,5 RL=281/-281 '. GALVANIZATION . G60 Design- Crit: .AISI, S10.0,-2007/S2-10 FBCPZIZE O..0108...13 QTY:1 . .TFLi4 1'.-.%= R/ S.ca1e. ='.3.125"/Ft.. •"WARNING!*' READ AND•FOLLOW ALL NOTES ON•THIS.ORANING! :"IM PORTANT'• FURNISH THIS DRAWING TR ALL CONTRACTORS INCLUDING THE .ITC INSTALLERS. .. ;�,,,r,�,t i L'L. ..2 O O. P S E REF R 6 7 0 4= 1 29 6 4- Trusses require extreme care in fabricating, handling, shipping. install.[ g d bracing, refer to Trus Steep \\\,Gl��,j Technical Bulle[1n TBgtl.07.17. Follow the latest etl,tion of LFSBCSI (Gold-F d Steel Building Component TC D'L15.0 PSF'' DATE03/'06/1.8 Safety Information, by CFSQ for safety practices'priori to performing thes functions.'. Installers shall Q. • fr..�� • '�A_// , provide temporary bracing per CFSBCS.I. 'Unless not°d otherwise, the top c hord.shall'have:properlyat[ached ';.`� ��G��Y,S`(•• � . /^` structural sheathing and the D t[ -hord shall have a bropeily attached rt;gld ceiling. Permanent bracing . BC D�.L 5 0 P S F 'DRW' Mousa6704 '18065010 ART VA wV� systems and associated members and connections..Including web CLR's. shall be-specified by the B i,ding _ No.89038 •' i. ALPINETn-AS-eel Designer is accordance with A151 S2'4 Sec"°ns 84;5 a dkB6. BC. L1L 0.0 PSF MO-ENG cwc/B.WC 'Alpine. a OIY7 si on of ITW But Idling g Comp ne is Group lnc shall not De resFponslble for aPY devi tibn from, -� this drawing, any fat lure to D 11tl Ehe tr 1 onformance with S214 ' No q h America Standard f •�.� ! Lo7d-Formed Steel Framing - Truss Design, by AISI', or'Ter handling. Shipping• irista,ll 21on and bracing of t G5 SATE OF •t[,�s 'TOT.LD ..40'.0 .PSF'. A sea, on this drawing or Cover page'li Ling als d a'1 g, Indicates'acc ytarice of pC ressl onal �I •• ! engineering responsibility solely f6r the d slg zho j The suitability and use of th Ls drawing for any '�/ •�0 {'Q • �`��� 5 b'rucLure is the respond Di llty or ii'e Building Desig per 52I�. •...;.•• • FROM ROD •13723 ffiverport Dr,Suite 200 - i - tS'S+ ���\ Maryland Heights,MO63043, - For'morelnformacfbn. rarerto;tDese�,ehsne:. - . !/r/70NALi I SP•A'C'ING - 2.4':0 J.REF' 1W,916704Z02 FLCOAk0278 nvssteet: w w.trussteel.com; tFS[: w .cf—iii,cindilstry.com; CFSE1: w .efse,.org;'AIS1:'www.s[eel.org I/I IIIII{IIE�lik ( S1170'-WAWA #FLO #5220 - Prima Vista.Bvld,& F.loresa Ave Port St. ;Lucie, 'FL Ti ) •.- Top chord 28TSC2.75 1.5x2.75 28, 55KSI Fastenelfs=1'AMD. Circles-show the min. no. of blue '14AMDB1..2¢' fastener.s, and. Bot chord 28TSC2.75 1,5x2.75 28 55KSI squares sho the min.. no. of red 14AMDR1.5 fasteners per member. See DWG',' TSOI1 Webs 33W.75x.75 .75x.75-33-45KSI ' for details 1 , (b) 33TSBUC3.5 20ga. Bent-U connector r*equi red,►Sgbare indicates min. fastener qty. AD mph win1, 29 25-fi-t mean hgt, ASCE 7-10,!CLOSED Bldg, hot located within 9.00 .thru .connector overlap. See drawing TS004 for peak connector detail. ft from rool edge, RISK CAT .II, EXP.C, wI i TC DL-5.0' psf, wind BC DL=3..0 p'sf. MAX CST: TC = 0.90, BC 0.79, WEBS = 0.92.. Wind to ds nd reactions, based 'on both MWFRS and C&C. End verticals not exposed to wind. pressure; Left an ri ht cantilevers are exposed-to wind (A) Continuous Lateral Restraint (CLR) equally spaced on member'. . In lieu of tru6tura1 panel s'or, ri'gi.d ceiling use 'purlins .to brace a-11'flat. TC @ .Deflect,i6n' meets.L/240 live and L/180 total load:. 24" oc;#all, BC @ 72." oo. . 0 1 (lbj - 0 lb ) c_ 1 1 d w_ — ---- 6 1-' �.6: 2 1. 1 '• ' 0 5-2- 1 1 2 (A) (A) 8 8" F 0 PY. ILE , 1 I L*2-0=0�2-0-0�12=D=o 2-o=0� 21-7-,6 Over 2 .SuPRor s . R=1013 l _ R=1013. U 1042 = Uf1041 W-.6 5 RL=249/ 2.49 GALVANIZATION .- G60 Design Crit:''AISI. S10.0'-2OO7 1S2-1O/FBCPAI(41 Q10.010:8..13 OTY:2 FL '4 1/- /R/ S.caIe =.3,125"/Ft. **WARNING!** READ AND40LL0N ALL NOTES ON.THIS-DRAWING! _1 e Trusses requireMexxtreme;care inRPabHicaCSngRAhand111igALshipPing`TinstaRS NltnglNG anOTHE bracingALrefer to TrusSLee. �.�``nn"VEPT1H f��,'�.,; TC 'LL. ..20.0. PSF. 'REF R6.704 . 12965 Technical Bulletin TB90.07.17. Follow the latest edi[i i of LFSBCSI IColtl-Formed Steel Building Component 1 �O.\•`�•Ey,•S• �A_�•,,� TC. DL ..150, PSF DATE03%0,6/1.8 Safety Infonmati on-, by USE) f safety pr,ctice,',ri ,! p rforming these f Lions., Installers shall { r4 l provide temporary bracing per LFSBCS:I Unless natetl th 15 the top chn d.sh 11'have properly attachetl .�� • BC D!L 5 0 PSF structural sheathing and the b tt _h Id shall have D openly attached rigid ceiling. Permanent-bracing DRW. MOUSR6704 '18065015' systems and associated members d'connections.;CttonS.:including webCLR's, shall Gespeci Ti ed by the Building ldi ng tf7/20 No:89038 • f Deli 9ner in accordance with AISI S214 Sections B4.5 a d'B6. (� ALPINETrusSbeel Alpine, a division of.ITN Building C mpo e t G oup 16 shall not be fesp n5lble Pop y deviatlDn 7rom II LPL 0.0. PSF. MO-ENG cwc/BWC this drawing, any failure to build the tl•u i onfo man a With 5214 Norith A erican-St nd rd for- r� Lold"Formed Steel Framing Truss Design. by AISF,of far handling. shipping, installaEi nd br ng of tru clAd Al [V` 5e's TOT.!LD. 40.0. .PSF. A seal on this drawing or [Duel page listi g th'is d a'1 g indicatesiacc4tance of prof ss!onal engineer!ng'respons ibi 1tySolely for the d ig -show 1 Th suitability and useof [h(s drawing f_r �'`Structure is tie responsibility of 6he Builds Designer per S214. any •••,...13773 Riveipotl Dr;Suite zoo g - /O FR0M R0D MarvlandHel ts,MO63043' F m nfo atfn, rer a thesewebsiLeS �A} f►���FL CO 40278 Trussteel%w w.e ussteel.co CFSC: w fsc.sbcind,stry.com CFSEC:.wwu.clsei.org;-AISI: w . teel.org " S'P-ACING '24.0" .JREF- 1W916704ZO2 0318 ( 5117.0 WAWA #FLO #5220 - Prima Vista. Bvld & Floresa Ave Port St. -.Lucie, FL.. T3 Top chord '28TSC2.75 1:5x2.75 28, 55K,SI :'T2 43TSC2.75 1.5x2.75 43 55KSI: Fast.ene s-1 AMD. Circles show the min.. ho.'.of blue 14AMD81.25 fasteners a'nd. Bot chord 43TSC2:75.1.5x2 75 43 55KSI _ squares sho ' the mib. no. 'of'red 14AMDR1.5 fasteners per member. See DWG. TS011 Webs 33W.75x1.5 .75x1.5-33-45KSI for det ils •' (� :W1, W2, W8; W14, W15 33W.75k:75 75x.75-433-45KSIy'` + ' (b) 33T BUC .5 20ga. Bent-U connector required'.'Square indicates min'. fastener Special loads qty., th u'c nnector, overlap...See drawing TS004 for..p,eak.connector detail -------------------------------------------------- _ TC: From 70, p'lf at 2.00 to 70 plf at 7.00 160 mph win( 28.75'ft mean hgt, ASCE 7-10',%CLOS ED. bldg, 'not located within 9.00 TC: From 35.p'lf at 7.00 to 35 plf at 14.61 ft. from ron , edge, .RISK CAT II, EXP. C, wind.TC. DL=5.0.Psf,' wind BC DL=3.0.psf. . ' TC: .From 70.plf at 14.61 to 70 plf at. 23.61 GCpi (+/1) 0 18 BC: From 4 plf at -2.00 to 4 plf at. 0.00 ) BC: From. 10 plf at 0.00 to 10 pl,f at 6.96 Wind loads �nd,reactions based on MWFRS. BC: From 5 p)f at 6.96 to 5 plf at 14.66:_, BC:.From 10 plf at. 14.66 to 10 plf at 21.61 ; i . End vertica 's not exposed to'wind pressure. , ' BC: From 4 plf at 21.61 to. 4'plf at .23 61 bC: 242.28 lb' Conc. Load at 7.06,. 9.06,10.81,12.-55 ! ' Geft an- ri ht cantlilever•s ,a*re exposed "to wind 14.55 PL': -45:83 .1b Conc: Load at ('6..96,28.90) (14 66,28.90) In lieu of .tructural panels or rigid ceiling use'purl ins to brace all flat TC @." PL: 364.00 lb Conc'. Load at ,( 6.99,28.90) , (14 63,29.62)_ j 2�" oc, all BC @ 72" oc. (A) ,Conti,nuous Lateral Restraint (CLR) equally spaced on member! Deflection Teets L/240'live and L/180 total ,I oad. c 2 12 1c 2 2 w 1 -2 w 21 1 a 'T2 77-:V. 6 6 3 2 = W8 2 .3, (A) (A•) 4 -0 Sri W2 j W14" S W1 1 0 lO O 2 1 i F-1. LE. PY L*2-0-0'�2=0 0� _ z=o .o2 0-0� . IE21-7-,6 Over 2 Su ports R=1056 R;1056 U=1508 i U=1508 -W=6:5" W�6.5" GALVANIZATION - G60 Design Crit:E AISI S100;=2007 S2-10/FBC2_BA 6,60.0108.13 QTY:2 . FL/'4/1 .-/- .R/- S.caIe 3.125-"/Ft.. . " *'[WARNING!"* READ AND FOLLOW ALL NOTES ON THI'S'DRAWING! ISH ING Trusses requireMextreme+ca a inRN"I'lcall1l. handling. shipping ALL CONTRACTORS Tlnstall'jin and7bracNngALLERS.refe CoT s9tee. -�bEPTH.n„A'���' TC L'L. 20:0 PSF. REF •R6704 12'966 Technical Bulletin TB9B.07.17. Folldw to latest etlitim, of CFSBLSI (Cold F rmed $teel'Building Component Off. C-A•l•ki '�, TC DL '15.0 PSF DATE 03/06/18 Safety Information, by CFSC) f r safety p cti 5 prior{to performing thes-e'functt ons 'Installers call .♦ ••�O ulise�••�!,j provide temporary bracing per CFSBLSI. 0 1 ss #tl th wise. the top chmrtl shall h u p p rly �ttac hed �� '• r ` • B C D'L 5.0 P'SF . ^ structural sheathing antl the b tto h Ftl h 11 ha D openly attached rigid ceiling 'Permanent bracing _ • DRW MOUSR6704 18065005 systems and associated member a d cp nect in ludi g web CLR's, shall Abe speclfi q by the Building .No.83038 • Designer in accordance with A151 S2r4 Sections B4 5 tl BG .4LPINETrusSteel Alpine, a tliv151on of ITW B iltli mp G oup lnc. shall no['be responsible in r Y deviation from BC.'LL 0.0 PSF MO-ENG ewc/BWG this drawing, any failure to b ild th ti 5 i phformance with S214 North America St lord for, •CC Cold-Formed Steel Framing Truss Design.,by AISI,, or fbr handling. shipping. instal la Li on and bracjng of Lru s»e • 'S ATE OF ��C/' TOT.;LD.. ".40.0 .PSF A seal on this drawing or coves page listing this drawing, lndicates'a c pt nce of professional' j �i ••�� OP••`�`�. engineering responsibility Solely for the d Sign sho The sus tabs It Cyca tl use of this drawing for any j �n�• OR� structure is the responsibility of the Building Oestg er per 5214. �V •••'• • �� I3723 Ril'eiport Dr;Suite zoo 'fi, 3� FROM R 0 D Maryland Heights,MO 63043 For more information. refer to these website5.. /4/ ANAL k%%TI-St w.:trussteel.com; CFSC:.w .cfsc.sbcintl ti- 9: /ji 111!1"" SPAC,ING 24.0". JREF- 1W.916704Z-02 FLCOAk02T8 us y.com: CFSE1: w .cfsei.or AISI: www.st,�dl.org 03 7/2018 (. S117.0-WAWA #FLO #5220 -- Pr.ima•Vist6.Bvid &"0 oresa Ave Port St. Lucie,-;FL K7, ) Top,chord 43TSC2.75 1:5x2.75 43 55KSI t Fastene's=1 AMD Circles show the min no:.of'bl.ue '14AMD81.25 fasteners, and. Bot chord 4'3TSC2.75 115x2.75-43-55KSI . j s uares shotthe min,. no. of red. 14AMDR1.5 fastenersper'-member., See DWG, TS011 Webs .33W.75x.75 .75x 75-33-45KSI = t :W1.,. W12,33W.75x1.5 ..75x.1-5-33c45KS.I:" + s f'nr det ils ` , ' - 1'60 mph win 28 73 ft.mean hgt, ASCE 7 10, CLOSED Bldg; Located anywhere in roof, See T.S standard detail ,book for truss. to truss connections <Non�standard connections? RISK CAI II '.�EXP C,°wind iG DL, 5:0"psf,. wihd.BC'DL-3-.0 psf. GCpi(+/:)=0..18. to be designed a,nd approved by a Registered Design 'Professional Wind loads nd reactions based on MWFRS.. (H) Structural fascia attached. Fascia de'si-gn. and connection.by�others. f Right er�d d rtical not exposed td"w.ihd pressure. ' SPECIAL LOADS ----- -=--- ------ ------ ------------------ i i - ' TC From 0 PLF at -2.82 to 155 PLF at 0.00.. Left' caStil ver' is exposed' to wind. ; TC From 15 PLF at 0.00 to 15 PLF' at 9.77. j In -.lieuiof rigid ce.i.ling use purlins to brace.BC'@ 72" 'oc. ' BC" From 15 PLF at . 0.00 to'• 15 PLF at 9:77 {. . TC 145 LB .C'onc, Load .at 2.83 � " P Deflect on t eets "L/240 live 'and L/180.t'otal;load, " PL: 234 'Ib Conc. Load at (1.3, 27.4) } . 1 PL: -393 lb. Conc. Load at (4.2. 27.9) ' r PL: -238" lb.Conc.. Load.at (7..0', 28.4) O. z 2 '' W12 E 4.24 �- 3 Q 2 3 1 9 4, -8 R= 416 W.1 z 1 T 1 21 2 2 1 1 Rw=555. . U-5 (H) W=3" 1. 2 O.Py. .1 L EM ! : j ;. 4-1-10-.9 3 8 9 � 10-8-11 Over 2 :S'uppor�s . < — 2 R 135 -- U=1545 i W=9.192n GALVANIZATION - G60 Design Crlt:i AISI S100 2007 -S2-10 FBC27l X ge 1208..15 QTY:4 FL 4 11 - .R Scale =:5'/Ft. **WARNINQ.!** READ AND-FOLL011 ALL NOTES ON,THIS.DRAIUNG! (LERS. 7 Trusses requireNez[reme+cape tURfaDricating THIS RAhandll'�.. shipping. iinstalTingWING Tq ALL CONTRACTORS lantlNG TbracingHE ALrefer to Trn55tee'I "�:``��EPT�N����/�i;. TC LL :.20.O, .PSF REF R6704- 12967 Technical Bulle[In TB98.07-17. Follow.the latest etlit,o}i of LFSBCSI (Cold Formed Seel Building Component0�.••''••�Fi��., TC D:L' ..150, PSF DATE '03./06/18 Safety Information; by CFSQ for safety practicest prior;to performing thesej functions.:Installers Shall .♦ ••�Cj E�(Sn• /� ". provide temporary bracing per CFSBCSI. Unle55 noted.otTterul5e. the Lop chord "all have.properly attached .�� •. `�•. ��" _ !� structural sheathing and the bdt[pm cAord.sha,l'have aivroperly attached cetlingr,Permanent"bracing ► • BC DL 5:O. PS'F DRW MOUSR670418065008 systems and associated members and'connecti Ipcludi7i9 web CLR's, shall Le SpeciTietl by the Building NO.83038 • Designer in accordance uIth AISI S2f,4 Sections B4-.5 and B5. AL'PINETrusSteel Alpine, a division uf.ITW Bu1,di g Lompo a cs G oup rc, shall not responsible foi•any deviation from _ _ BC'-LL 0.0. PSF. MO.-ENG cwc/BAC ' this drawing, any failure cp bui,tl [he truss 1- conformance wi th 5214 - Nonth American_Standard for: + ' Cold-Formed Steel Framing - Truss Design.,by AISr. or For"handling. shipping. fnstallatlon and bracing of try s OF •��+. T.OT!LD. .40.0 .PSF. REV A seat on this drawing or cover page 7,st4 n9'[Ms dra'w,ng, In Ica[es'accep[ance of peofesslonal • • ' 'QP• engineering re5pons1b1 I ity so,.,y for the design shown.] The su7Labili[y afia use of this dram ng for any ••�Rl,•.• \`� I 13723RicelportDr,Suile200 • " strpctpre ,s the responsihtlity of the Building Designer,per sz14. �FSS'� •-•.••��,.�` .. "F.ROM ROD . Ma!ylandHei6ts,MO63043 For more lnrorma[Jon,refer to these wegsites. . , ///4O�AL p��,• 1W916704Z-D2 TruSStee,: www.trusstee,".com; CFSC:.uw,:cfsc.sbc1pd4stry.com: CFSEI: w�.cfsa,.or AISI: w w.steel.org "'�����"'� SPAC;ING 24:0". JREF•-•- > coA#o 278 g: 1 03 7/2018 j I ( S1170-WAWA #FLO #5220 -- Prima Vista, Bvld':& Floresa Ave Port St. Lucie, FL J7 Top.chord 33TSC2.75 1.5x2.75-33-55KSI i F'astene.s=1 AMD. Circles show the min. no:.of'bl.ue' 14AMDB1..25 fasteners and Bot chord 33TSC2.75 1.5x2.75 33 55KSI squares shot; the min. no, of red 14AMDR1.5 fa'stener•s per member. See DWG. TSO11 Webs 33W.75x.75 .75x.75-33-45KSI , ! 3° for deti ils I MAX CSI: TC'= 0.80, BC = 0.71, WEBS 0..39. • `- { 1 AD mph wi nJ, 28.7E ft mean hgt, ASCE 7-10,. CLOSED.'bldg, Located anywhere in roof., ` 1 RISK CA II .EXP C„wind TC DL=5.0 psf, wind BC DL=3.0 psf: 'GCpi(+/-)-0.18 End verticals not exposed to wind pressure. l I Wind loi ds i nd reactions based on both MWFRS and C&•C. In lieu of rigid.ceiling use purl.ins to brace BC @'_72" oc. Deflect on meets L/240-live and L/180 total'Ioad.'- See 'TS standard detail book for truss to truss connections. Non'standard connections'to be designed and approved by a Registered Design Professional. } 1 6 4 0 T = ! —2 0-0—3J 7-0-0 Over '2"Supports R=466 1 # _ R=242 U=461 i - U=373 W=6.5 RL-406/-103 GAL'VANIZ'ATION - G60 Design' Crit:1 AISI S100�,=2007 S2-10 FB'C2l)3%L ..0108..13 QTY:10 FL' 4 1/- /R/ S.c'a1e. =.'5" Ft... **WARNING!** READ AND-FOLLON ALL NOTES ON THISMAWING! `` , REF R67O4- 1296E .. •*IMPORTANT'• FURNISH THIS DRAWING T0.ALL CONTRACTORS INCLUDING THE INSTALLERS. - ,,�I3If 11i►� TC LiL .20.0. PSF. Trusses require ..Cremu Carr In fabrlcatl ng. handling• shipping. Install,)ng and.bracfng. refer to TrusSte' ��,% ERT H- Technical Bulletin TB9B.07.17. Fo11dN the 1'aLest.ed,L,pn of CFSBCSI '(CoId-rormed Steel-Building Component .p�• -, ;`�F��.,� . 1'C DL 15.0 PSF DATE 03./06/18 Safety Informatfort, by eFSC) for safety practices'priori to performing these'functions,.Installers shall ♦ �•�-—— • .i provide temporary bracing per CFSBCSI. Unless noted.otherwl se, the top chard shall have,properly attached ..�� -1 IV ;;. F•• �� structural.sheathing and the bdttom,chord shall have a properly attached rigltl cell ing. Permanent bracing C • BC DL _ 5.0 FSF DRW MOUSR6704 18065012 - .-- -systems and associated members and connections,.including webCLR'S. shall pe'Speciffea.by [he Bu.ilDing N0.8.40.'3B • `---�1 Designer'in,accordance with AISI S214 Sect1 ons BA'.5 and'.B6. i ?. 1 ALPINETrusSteel Alpine. a division of ITW Building Compondnts rnc. sha not De res b,e inn BC LL 0.0 PSF MO-ENG cwe/BWC p pons any deviation from U '' • -. this drawl ng, any failure Lo build Clio Lrus5 Ie conformance with S214.- Nuryth Ame ric anSStandard for' •�` - Cold-Formed Steel Framing - Truss Design, by AISI. or for handling, shipping. Installation and bracing of tru SATEOF�� •tv-. T.OT.LD.. 40.0 .PSF ' A Seal on Ch15 drawing or cover page'listing this drIing, Indicate5•acceptance or_p�ofessional �• ! `:• engineering'responsibility solely for the design shown.i The,suitability and use of this drawing for any �� �`•�O FiI� �`♦� FROM KS structure 1s the re spons1 b111ty of the Bul,ding Design r,per 52,A. - - V 13723 Riveiport Dr,Suite 200 "� _ -• S7 ••••.���� .. . MmylaldHeights,MO 63043' For more Information.refer to these websice5. - �4� OVAL. ,,p♦ TrusStee,: www:trussteel.com: CFSC: w .cfsc.sbclndusti- uuuulit SPACING 24.0". JREF- 1W916704ZO2 FLCOA#0278 y.nom; cfsEl:.ww.cr5e,.or AISI: w w.s[edt.org ( ,S1170-WAWA #FLO #5220 -- Prima Vista Bvld & Floresa Ave Port St. :Llicie, 'FL - C5. ) ; j1 Top chord 43T5C2.75 1.5x2.75-43 55KSI Fasteners=l AMD. Circles show the min. no: of bl.ue'14AMDB1'.25' fasteners, a'nd. Bot chord 28TSC2:75.1.5x2.75 28 5'5KSI j s;quare3;sho ' the min'. no. of-red 14AMDR1.5 fasteners per member. See DWG. T'S011 Webs .33W.75x.75 .75x.75-33-45KSI ! for det 'iIs r Wind loads and reactions based on both {r1WFRS and CSC. � � 3. 1b0 mph win 28 23±ft mean hgt, ASCE 7.-1'0,lCLOSED bldg, Located .anywher.e'in roof, Deflection meets L/240 live and.L/180 total , RISK CA II ..EXP C,'wind TC' DL=5.O.psf,. C DL=3..0 psf. GCp ( / )wind B T + 0.18 load. ' i t ,' + 1 ( En verl ica s not exposed to. wind pressure. See TS standard detail book for truss to truss connect ions.:Non`standard'conpections=to = be designed. a'nd approved by a Registered Design Profess,ion'al. Left cai til ver is exposed to wind . Special loads (RC) TC-'and or BC reinforcement required, •rlifer 'to drawing'TSO46A for details. ----------------------------- ------------------ - TC: From. 70 plf at -2.00 to 70 plf at 4.91 In lieu, igid ceiling use purlins to brace BC @•72" oc. BC': From. 4 plf at 2:00 to 4 plf at 0.00 ! BC: From 10 plf at 0.00 to 10 plf at 4.91 PLT: 132.00 lb Conc. Load at .(-2.00,26.46) 1 O (H) Structural fascia attached. Fascia design and connection by others. ! 2 .2 (� I 6 I (RC) 3 1 2-1 F7: . ! I 1 R=-384 Rw=497 U=266 R=105 U=153.1 FI. L.L W=6.5T.. IE ..2-0-0 ' ��E �i 2-0-01=� ;RL=56' / 7 i ! - Py 4.-1071.5 Over.. 2 SlJppo ts 1 GALVANIZATION . - G6'O _ __Des-1.9n-'Crit:! AISI. S100:-2007 .S2-10 FBCPA19Z •Q12:1208.15 QT.Y:4 . FL-/4 1/.-. _/R/ Scale. =.75"/Ft. ••WARNING!" READ AND FOLLOW ALL NOTES ON THIS-DRAWING! 4 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. - (r ',�I�Itlll►�� � .. T C L;L ..2 0.O P S F REF -R 6 7 0 4 . 1 2 96 9 - Trusses require extreme care to faDrtcat,ng, handlfng,.shlpping, Installing and bracing, refer to TrusStee'I RT'H: S D AT E 0 30 6 1 8 Technical Bulletin 7698.07.17- Follow the 1'atest etlit,o'n ofCF58Cs1 (Coltl-F,oi'med Steel Building Component ; 'OGEN.!t� ,��/ TC D'L 15.0 P F'Safety Informatf on. by CFSC).far safety practices* to performing these.font tidn5. Installers 'shall • Sv /� provide temporary bracing per CFSBCSI. Unless noted oLrerwise, the top chord.shall have.properly attached �� • �!` F•• /� structural Sheathing and the bottom chord shall.have a properly attached'ribe ceiling: Permanent bracing _ • B C D,L. 5.0 P'S F D R W MO U SR 6 704. 18065007 .systems and associated members and connections-fnclud,ng weD�CLR'S. shall�De specified by the Building No,60M • - ' .4 LPINE Tres S bee I Best in accordance with AISI S214 sections B4.5 and B6. Alpine, a division of.ITW Building,Cam p...nts,6DUP•Ihc. shall not be nponslble far:any deviation from . B C. L'L 0.0 P S F M O-E N G c w c/B W C [his drawing, any failure to build the truss,in cohformance with S214.- North Amerlcan±S.tandard fort •�: " t' .Cold-Formed Steel Framing - Truss Design. by AISI, or for handling. shlppt • installation and bracing or tru • S ATE OF •�' I A seal In this drawing ar cpyer , , TOT�.j'LD.. -.40.0 .'SF REV . ge-listing;thTs drawing, Indicates ace ptarice of-professional •A Q�• �� L engf neering responsib 111 ty,solely far the desl On,'shown.1 The suitability aril use of this drawing foi any /, ts`•�'O R1�• FROM .'ROD 13723Rive OflDf,$OIte200 structure Is the responslbi'l,ty of the Building Designer per S214. `0. •••r•• MarviandHeights,MO 63043 For more Inrormattion, refer tp[these�ebsttes. ( 5 �/s10lV�li�. Trussceel:.www.trussteer.com; CF3c:,ww.cfsc.ibclndustr �����(�����L���, S P A C;I N G 2 4:0" J R E F-•' 1 W.9 1 6 7 0 4 Z 0 2 FL COA#0278 r.som: cisE li ww5:erse,.ory:.Als1: w .steel.arrg ( .S1170'-WAWA #FLO #5220.-- Prima Vista Bvld-&-Floresa qev Port .St. -Lucie', FL..- C5A " °' Top chord, 43TSC2.75 1.5x2.75-43=55KSI Fasteneri,s=1, AMD. Circles show'•the min. no: of'bl.ue"'14AMDB1..25''fasteners and Bot chord 28TSC2.75 1.5x2.75 28 55KSI ; squares. otJ the min,. no. •of red 14AMDR1'.5 fasteners per,'member. See DWG'. TS0I1 .Webs ,3314.75x.75 .75x.75-33-45KSI d t for detlils " r End verticals not exposed to wind pressure, + 160 mph win 28.23. f.t.mean hgt, ASCE 7-10, CLOSED. bl-dg, Located anywhere in roof., RASK CA II .EXP C :wind TC DL-5:6.psf, wind BC'DL=3,.0 psf: GCpi(+/-)=0.18 In lieu 'of"rigid. ceiling use purlins to 'brace BC @ 72" oc. _ { Wind to ds-i'nd reactions based on both MWFRS an'd C&C.' See TS 'standard detail book for truss to truss corm.ections.,Nonjstandard coITec_tioITs:'to ?' be designed and approved by a"Registered Design Professional, fr Deflect onmeet's L/240 Iive' and L/1.80 totaljIoad.' 1 " 6jl• } 3- 8 i - --- 2 1 7 j, O = , R=147. . t — U=297 �= (D W=3j„ 1 PY -0-2-o=0= ;j . GE 1'.4,-10-15 Over .2 SiJpports iR=394 !U=449 = 1W=6 5" j IRL=339/'87 . . GALVANIZATION .- G60 Design CHt":1 AISI S100 2007 S2-10 FBCp7) Or 4W .010.8.13 OTY:8 .. FL '4/1 -/R,/ .S.Ca1e.'=.75" Ft.' ' . —WARNING! * REAP AND FOLLOW ALL NOTES ON THIS"DRAWING! 'Ttn1�5e5 requi reMextreme*care inRfaDH7ca[1 ng THIS RAWING handlingALshl ppl ngtTlns[a RS INCLUDING ng land.fHE brac NngALLERS.referto TrusStee� \��``d��,f FH+ �'�i, _ TC Lit. :.20•.0.- PSF. REF. 'R670'4- 12970' Technical Bulletin 1898.07:17• Follow the latest.edition of CFSBCSI Installing Steel Building Component [�Q� •• Fi '� 7C DL' "1'5 0 PSE DATE 03 06 T.B Safety Information, by CFst) for safety practices'prioli to performing these functions,. Installers shall `'••�GENS•••�9��i / / provide temporary bracing per CFSBCSI. Unless noted otherwise, the top chord 5ha11 have,properly attaches + • �_ •• �� 1' - - . 'w structural sheathing and the bottom ocnoha shall have a'yroperly attached rLgid ceiling. permanent Bracing' ` No:e3P38, , BC­ systems 5.0.PSF' DRW M0MS 704 18065611' !/\' systems and associated members and c nnectlon5,.includlrg web CLR•s, shall be'specified by the Building JJJ 'r Designer to accordance with AISI S214 Sections B4.5 and'-BB. � � ■ ALPINETrusSteel Alpine, a divlslon of ITH Building Components Group 1pe: shall not re yonslDle for any tlevtat on from _ — BC,'LL 0.0 P"SF 'MO-ENG cwc/BWC roes drawing. any failure to build the Lrus,In conformance with S214.- Noeth.American standard for. .' SATE OF- Fr Cold-Formed Steel aming - Truss Design„by AISI,or enr handling..shipping. Installation and bracln,g of I. sesw • - ��_ A Sea, on this drawing a cover page„Still this dra'win tndleate5"atc take 4f' •�'' P'• `� TOT.ILD 40.0 'PSF. neerin y" y g 9 9, CP. professlonal A • O:pV�. •�"���: [1141 g reponsiD711[ solel foF the tleslgnShown{ The suitoDilfCy and use of thin drawing fo_r anyr� • V�Maof ry d erports,M0i6e200. tructpre is the rForomore�tnformatthe Buildin refer g Designer ytenper S214 � '� lilt. ,` FROM KS 0 7/2018�f� -S'PACIING 24:0 . AFF" 1W916704ZO2 I'!.COA>✓U 278 Truss tee,:. truss ss teev.com: CFSC: w fs .ibcindUSti,y.com: CFSEI: ww'A.t fsel.org:-AISI: www.s(edl.org ' 5117.0-WAWA FLO - I j w w n �w.—Ln nrw� (,y n�i. �w , . ,� . ( # #5220 Prima Vista Bvld & Floresa _Ave. Port St. Lucie, 'FL c3. ), Top.chord 33TSC2.75 1.5x2,75-33,-55KSI Fastene's=1, AMD. Circles show the min. no..of blue 14AMDB1..25 fasteners and. Bot chord 28TSC2.75 1.5x2.75-28-55KSI 1 s:quarestsho ''the min'.. no. of red. 14AMDR1.5' fasteners per: member. See DWG. TS011 Webs 33W.75x.75 75x.75 33 45KSI j for det.iils :W3, W5 33W:75xl.5 .75x1..5-33745KSI.: • I ' ■ • 1.60 mph-win ', 27.73- ft mean hgt, ASCE 7.10, CLOSED, bldg, Located anywhere'in roof, Wind loads and reactions based on both MWFRS and C&-C: ..' i R;ISK CA II EXP C' 'wind TC' DL=5:0 psf,. wind.BC DL.=3.0'psf: GCpi(+/-)=0..18, ' Deflection.meets, L/240 li've• and L/180. total.load E i Right a d' v rtical rot exposed to wind p,ressur'e': See TS standard detail. book for truss to truss connections 'Non standard'connection I-in lieu of -igTd ceiling use p(inlins to bnaee .BC @ 72"'oc. to be designed and'approved by a Registered DesignProfess,onal� Shim al. Sulports to- solid bearing. (H) 'Structural fascia attached. Fascia design. and connec.ti;on'by others:." t { R==74! . 6 W5 U'46 - _ - i. : W3 W 3" 2 8 F. . R=:305 . <,' a I`L E .` C 0 P--Y- -' .. LO 1 3 1 i 1 _ 2-0 0- 1 0- -5 i 4'i-10-15 .Over .4 Supports R=115 R==658 U=228 t U -,854 1 W 36.5 i i RL�-382/-.39 GALVANIZATION G60 De-isi.gn Ca rit:I AISI S10011-2007 zS2-'10 FBCPZ (42 :1208.15' . - QTY:4 . FL 4/1 -/R Scale '=1" Ft. . —WARNIN(0-READ AND401.10Ii-ALL,NOTES ON,THIS DRAWING! - \HIIFIry "IMPORTANT',' FURNISH THIS DRAWING TQ ALL CONTRACTORS INCLUDING THE INSTALLERS. I r1} {\{{{ �n, TC LL 20.O'_PSF. REF, -R6704 . 12971 Trusses require extreme cai , fa6ricatl �9 )',���VT N,h./�/, Technica7 Bulletin'TB98.07-17. Fallow [he latesthedi ti oh of hCFS6[SI (Col tl-F�ormedn5[eel c Budding ComponentSte {t\O ����� Safety Information, by CFSC) for safety pract.ices'prior'to performing these functions,",Installers {1 'Q:�GEN3■�■ /,�. . TC DIL� .1,5.0. PSF'' DATE . 03./,06/T8 provide temporary bract'ng per CFSBCS-I. Unless noted otherwise,,the top chord shall have properly attached 'A .: ,. _ - ^ structural sheathing and.the bottom chord Ih11,'have a reperly attached ri,gtd ceiling, permanent bracing 'No;i36w' BC DL. 5:0 P$'F DRW MOUSR6704 18065004 wt�'V systems and associated members and cannec dons..includi�ig webCLR's, shall De'sped T7'ed by the Building lding Designer in accordance with A15I 5214 Sec[lons B4.5 an Bfi. • i' .4LPIfVETrusSbeel 'Alpine, a div,lslomof,lTW Building Components,Group• c. shall not'be responsible f0Y any deviation rrem BC. LPL 0.0 PSF -MO ENG Cwc/N.0 . this drawing. any failure to build-the truss ,n onTormance with sz14,- No nth American Standard for •4.' . �SAO •��' Cold Formed Steel Framing - Truss Design, by AISI'. or f1o1r,handling, shipping• installation and bracing of try sec. • .F `(`,�: TOT.',LD.. '.40.0 P S F A'seal on this drawing or cover page listing this dt�aMing, indicates'acceptance of professional ; ���� QP■•\ ` engineering'responsibil,t ■ '0R1 y solely far the design shown.I The suitability ald use of this drawing rot' any • tS •..�'o \ego FROM ROD 13723Rii'etport Dr,Suite 200 Structure Is the responsIbitIty of the Building DesigneIr,per 5214. _ t _ I//'��oA'A� \ �� Mmvland Heights,MO.63043 For'mure Information, r.r t 'thee L bsiEea. y ' �41I�1jj�r�111►►{ - FLCOAH027g Tr°ssteet: w w.trwateel.eo cv;c:.uw rs .sbdi du t•y.com: CFSEI: wwS:cisei.pr9 AISI: www.seeel.org 0 7/2018 : SPACING 24.0". JREF- 1W916704Z02 ( S1170-WAWA #FLO #5220 -- Prima Vista Bvld'& Floresa A,ve Port St. !Lucie,. FL C3A.) Top chord- 43TSC2.75 1.5x2.75-43-55KSI Fasteners=1 AMD. Circles show the min. no: of'bl.ue''14AMDB1.25 fasteners and. Bot chord 28TSC2.75 1.5x2.75-28.55KSI squares sho ''the min.. no. of red 14AMDR1.5 fasteners per member. See DWG. TSO11 We 33W.75x.75 .75x.75-33-45KSI •. for det 'ils Specia'1 loads { 160 mph'wi.n • 27.73. ft mean hgt, ASCE 7.-10,SCLOSED. bldg, Located anywhere in roof, i. RISK CA II EXP wind TC DL 5 0 sf, wi R C,, _ p nd BC'DL=3.0 psi. GCpi(+/-)=0.18 TC.: From. 70 plf at -2..00 to. 70 plf at 2.9,1• , ; BC: 'From 4 plf at' -2.00 to 4 plf at 0.00^ I 1 End vertical s not exposed' to wind.p'ressure.: . BC: From 10 plf at 0.00 to 10 plf at 2.91` 7C: 70.00 lb Conc. Load at 2.00 I' E I,n lieuz of ,-igid ceiling use purlins to brace BC @ 72" cc. E Wind loads and reactions based on both MWFRS and C4C. 5. Deflect:on ff eets L/2.40 live and, L/180' total:load (H) Structural fascia attached.' Fascia design, and connecti on, by others: i See TS tan(and detail book for truss .trgss.connections. Non-standard - J connect on be designed and approved by a Registered Design Professional. 6 t 2 -8 8 - ( R=-131 . �. Rw=50 U=244i O W=3 i' 1 (H) O F I I s - i R=464' U=774 ' W=6.5"' PY _� RL=442/-72 i 2-10-15 Over 2 up ports t GALVANIZATION - G60 De�Jgn Cnit: .AISI. S1-00,-2007 S2-10/FBCP7) (4Z .120.8..15 QTY. FL ?4Y 1 -./-/R - Scale. =1". Ft. - **WARNING'!** READ'AND'FOLLOP ALL NOTES ON,THIS-ZRAWING! - �111FI11ij •`IWPORTANT'.• FURNISH'THIS DRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '`\`�Q\%iQ-{u�It-!*, ���, � .. � TC L,L ..20.0 PSF � -REF � R67.04= 12�972 Tnusses require ez[reme care to fatiricati ng.'hantlling,.shl Aping. tnsta1.11 n9 and brae fog. refer to Trus S[ee \ V •!1 /// . Technlpal Bulletin TBgB.07.17- Follow the latest edition•of LFSBLSI (Loltl-formed Steel`Buildfng Component QO•��ENs•;�i?�,/,�• 7C D:L _15.0 PSF DATE 03/06/18 Safety Information. by LFsc) for safety practices'prior to performing these functions., Installers shall `( provide temporary bracing per.CFSBLSl. Unless noted oClel'wtse, the cop chdrd.shall have.properly'attached �. : • �• '^ structural sheathing and the bottom chord shall have a properly attached rigid ceiling_ Permanent bracing NO:83038 • BC D;L 5.0 PSF DRW MOUSR6704 18065009' f/ \' systems and associated members and c nnectlons,.lnclueirg web CLR's. shall be specified by the Building '• Designer 1n.accardance with list SIll sections 84.5 and B6. "- 8 ALPINETrusSteel Alpine. a div,sion of.1TN Building Components Group I!c. shall no[ responsible for any deviation from BC L;L 0.0 PSF MO-ENG cwc/BWC cols drawing. any Failure to eune the n•wss in ewnrnr nee w1u,szla - Nartb American St for OF ��t�3'' y Cold-Formed Steel Framing - Truss Design,,by AISI, or for handling, shipping. Installation and bracing of Lru ses. • T0,1 ,'LD 40.0 .PSF REV . A seal on Lh1s eraw'n r cover page g gi p professional.,g o pa 17 listing this dra�ln indicates acco:Lance of w<n` ••(.O R1pP���� , engineering responsi bflity solely r.F the des shown he The 5u1Lab111ty and use or this drawing r any ,1's ••�•• `\ strucwre 1s the respnnslell,ty of inc Butleing DesignG per szl4. s 0 FROM KS 13723 Riierport Dr,Suite 200 I q/� /QNA`E .� ; Maryland Heights,MO 63043 For more information, refer to these gebs,tes. ���"'1111II" SPAC`I NG 24.0". JREF- 1W916704Z02 FLCOA#0278 lrussteev www.trusstee,.com; CFSC; ....crso.sbnlndjstry.com: CFSEI: wvw.cT5el.org:jAIS1: www.setel.org .0 7/Z�]$ 1' ( S117.0-WAWA #FLO #5220 Prima Vista.Bvld=& Floresa qve Port St.,ILucie, FL C1. ) _ rnLr new n w„r n n Top chord 28TSC2.75 1.5x2.75-28-55KSI Fasteners=1 AMD. Circles show'-the min. no. of blue' 14AMDB1.25 'fasteners and Bot chord 28TSC2.75 1.5x2.75-28-55KSI squares 9sho ' the min. no. of red 14AMDR1.5 fasteners per member. See DWG'. TS011 Webs 33W.75x.75 .75x.75-33-45KSI for detiiTs In lieu of rigi-d ceiling.use purlins tco brace BC @ 72" oc, 160 mph11win 27.23.ft mean hgt, ASCE 7-10,I:CLOSE6 bldg, Located anywhere 'in roof, RISK CA+ II EXP C, wind TC DL=5.0 psf, wind BC DL=3.O psf: GCpi'(+/-)-0.18 Deflection meets L/240 live and L/180 total load. Wind lodds red reactions based on both MWFRS a'n'd C&C. See TS standard detail book for-truss to truss connections. Non,standard connections 'to be desi,gned and approved by a Registered Design Professional. Right e'd V rtical not exposed to wi nd' pressure.. C t - (H) Structural fascia attached. Fascia design and connection by'others. ; i . F is - 0 6 1 1 ' 1'-1-8 ' 10"7 _ ! R=117 f j W=3" 1. (H) Ile 2-10-115 Over 2 Suppo.rts• R=116 l U=108 i RL=173/-23 �. t . GALVANIZATION G60 Design Crit:I AISI. S1:00 2007 S2-10 FBCP_z art.O1Q8.13 QTY:B . . FL 4 1 .:/- .R S.cale =1.5"/Ft.' **WARN IN Cl 1** READ AND.FOLLOWW ALL NOTES ON,THIS-DRAWING! ` l NSTALLERS. ����111111h1//� Tecnntcal sBulyet Bulletin are Fililown11,lat9s[hedditinC. shipping.RNISH TH1S DRAWING Td ALL ?i-tallAn.gednSLeelORS INCLUDING THE ,Rulltl Building Teusstee- �`OgERT.N;'Cj 4, T C L L'. :.2 0.0. P S F REF. 'R 6 7 0 4= 12973 Safety.Itformatiom, b iFSi f- sore[ or per g - [�•. f,� F.• _ TC' D'L .15.0 PSF DATE 03/06/18 Y Y ) Y practices- iorl to forming then functions. Installers shall �" �CJEryS • �,' prIllde tempprary bracing per CFSBCST. Unle Ss.no G ed otperw[se, the top clo'd,hall have properly attached • - structural sneaching and the bottom chord snare nave a properly attached rigid ceiling. Permanent bracing '� ` �. No.83038 • BC" Dt 5.0 P_SF DRW MOUSR6704 i8065006 .systems and associated members and connections, including web CLR's, shall be specified by the Building Designer in accordance with gISI 5214 Sections BA.'S antl B6. .4 LPINE TrUs S'bee l Alpine. a division ITW Building Components Group I)nc. shalt not be responsible ror any deviation from �` BC L!L 0.0 P SF 'M O-E N G c w c/B W C . tuts drawing. any fail a n ore to butte the truss to conformance with 5214 - North American standard for : • S ATE OF [y " Cold-Formed Steel Framing - Truss Design• b AISI, or for handlin shipping. fnstallation and brat of tru s A seal on this drawing or cover Y i g Ing o,�'';`�' pP•\a.' TOT.ILD. .40.0. .PSF. . page listing this dr, ng, indicates acceptance of professional e • O R1 r�\ engineering responsibt li Ly solely% L"design shown., The suilabt It ty and use of this drawing for structure is the re,pens,b it ILy of the Building Designer per S214. 13723 Ril'erport Dr,Suite 200 any ''�ss�oNAL� �` , ;. F R 0 M R 0 D Malyland Heights,MO 63043 For more information..refer to these ebsites. '//lllllllpllll` FL COA N0278 TrussteelL www.trussceeT.com; CFSC: w .cfsc.sbcin+try'.com: CFSEI: w .cfset.org: AISI: www.steel erg 0 .07/201 8 . S P A C T N G' 24.0". J R E F- 1 W 9 1 6 7 0 4 Z O 2 rc n,rui'iuwnu�a cn�...ul 11(. S11'70-WAWA #FLO #5220 -- Prima Vista Bvld7& Floresa �ve'Port St-. Lucie,'FL T4 ), n i ;,..' Top chord 33TSC2.75 1.5x2.75-33-55KSI = Fasteneils=l AMD. Circles show''the min.. no. of-blue 14AMD91-.25 fasteners and. Bot chord 28TSC2.75 1.5x2.75-28-55KSI i s;quares�sho ' the min. no. of red. 14AMDR1.5 fasteners per_'member. See DWG. TSO11 Webs .33W:75x.75 .75x.75-33-45KSI for details :W2., W4, W5; W7 33W,75x1..5 .75x1.5-33-45KSI: (b) 33T$11C •-5 20ga, Bent-U connector required. Square indicates min. fastener 160 mph wind, 29.55 ft mean-hgt, ASCE 7-10, CLOSED bldg. not located within 9.00 ft qty. thru c nnector, overlap. See drawing TSb04 for..peak connector detail. from roof edge, RISK CAT I.I, EXP C, wind TC DL=5.O 'psf, wind BC'DL=3.0 psf. GCpi(+/-)=0.18 ' Wind to ds and reactions based on b'o'th MWFRS.and C&C. (A) Continuous Lateral Restraint .(CLR) equally spaced o.n'member End vergica s not exposed to wind pressure. ' Deflection meets- L/360 live and L/240 total load. i I:n lieu of 1 igid 'ceiJ ing use purlins to brace BC @ .48" oc., 0 R1q b) cw . f f. 6 2' 1 6 N4- W5 5 —2 �— a W7 Ol W2 (A) _ I I (A) 0 8 n. • - 1 1 1 � ,. - PY 1 L*2-0-0� .. , 42.0 Off. IE 20-4-8` Over 2 Supports R=963 i R=96'3 U=821 ! .. ' U-820 RL=270%-270 f GALVANIZATION .- G60 Crij AISI 100! 072-lOFBCp -=.3125" .Ft.Y . • . . ... ' **NARNING!** READ ANO:FOLLOIJ ALL NOTES ON,THIS DRANING! // ' Trusses regutreMeitreme•care inR/abricaLingRnWINq liandl7e ALshlpdingCTtRS ns[all'inglandNG?bracingHE ALLERS.refe'r to TrnASte ``�N "eiERT.H�j,�i;, TC LIL. .20.0 PSF REF. R6704- 12974 _ Teahn,cal Bu,le[,n TB9d.O7.17- Fo11pY the lat.st ediLlo of CFSBCSI (Co,d- rmed S[ee1,.BulMing Component :QO. • �?y� TC DL - 15 0 PSF. DATE •03./06/18 Safe[ Information, by CFSc for safe[ QEN �• / Y ) y p ct1 s;prtoto performing Chest furictions. Installers lers shall .�V\ S �� ��� provide temporary brad ng per CFSBCSI. 0 less ndtetl of erulse. the top-chord shall hare•properly et[ached - • ' • ' sir to t'ural sheathing antl the Do Itom;cho rd shall'have a roper ly attached rirgid ceiling: Permanent bracing N0.;9303$ •' ! BC ;DL 5.0 PSF' DRW MOUSR6704. 18065003 � systems and assocl ated members and Id includi g web CLR's. shall•be specified by the Building �• ALPIN,ETrusSt�eel DIiAlplri ,n accordance with AISI S21ing $ectlnns 84.6 an�B6. - BC. L•L 0.0 PSF MO-ENG ewe/BWC I ne, a . visl on of,ITN Bbuil ng Comp o nen ts,Group 1 c shall not be responsible for tanyan aevl at ion from ~ •�= [his tlrawing, any failure to build the truss 7n conformance with 5214 - North American S[andartl for v S ATE OF •lV f' Cold-Formed Steel Framing - Truss Design, by AISI. or far handling. shipping. Installation and bracing or trAses 0, •A Q.•`�e,�, T.OT.ILD. .40.0 .PSF. _-A'seal on this drawing or cover page listing this dravfng, indicates acceptance of professional 'C�••�I�R`Q•• enylneering responsibllity solely for the design shown.')The suitability and use of this drawing for any !//trsf••�••• ��.�` FROM RB 13723Ri1•erport Dr;Suite 200 structure Is the r:sPonslblI" of the Building Designer per S214. - •• Maryland HefgMs,MO 63043 For more Information, refer to these peosiies'. 'oIji IIIIiiO FL TrusSLeel: www.trussteel.com: CFSC: w .cfsc.sbctnddstry.com: CFSEI: www.cTsel.org; AISI: w .steel.or9 0 07/2018 SPACING 24.0". JREF 1W916704Z02 (..S3170-WAWA #FLO #5220.-- Prima Vista. Bvld.__& Floresa Ave Port .St. Lucie,. FL T5 Top,chord, 28TSC2.75 1.5x2.75-26-55KSI j". Fastene s=1 `AMD Circles'show' the min. no.' of bl.ue''14AMDB1'-.25 fasteners 'and Bot chord 28TSC2.75.1.5x2.75-28-55KS1 - squares. shot the mi`n. no. of red 1'4AMDR1.5 fasteners per-member.' See DWG. TSO11 Webs .33W.75x.75• .75x.75=33-45KSI f:or det 'ils l :W2, W8 33W,75x1.5 .75x1..5 33-45KSI.:. (b) 33T BUC .5 20gal. .Bent-U connector.requi.red. Square'indicates min'. fastener 160 mph wind, 29:25 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft qfy, thru c nnector. over Iap...See drawing TS604 for..peak.connect.or detail.. from roof.edge,. RISK CAT I.I-, 'EXP.C;' wind TC DL-5..0 'psf, wind DC_DL=3.•O psf..j i GCp'i(+/-)=0.18 j Wind to ds i nd reactions based on both MWFRS and C&,C: f (A) Continuous Lateral. Restrairit' (CLR) equally spaced on member End verl ica s not exposed to wind pres"sure. ] Deflection meets. L/360 live an L/240 total load. ` j In lieu of tructural panels or rigid ceiling use purists to brace all' flat TC.@ .. { 2,4n. oc,:all BC @ 41". oc.'. 4 of 1 (b)' - 0 Db) acw' 1 1 w "g 2,}1 .6 !. 5 -0 W2 ' W8 8, (A) (A) 8r, i 1 2 f. � � - �2 1 •. ., • L'2•-0-0 1 7 �2-0 fE 20-4-82 Over. ,2 Supports R=963 =837 R=963 U= r5." - U=836 . RL=2:49 -249 GALVANIZATTON .- G60 Design Crit: ..AISI. S'100(=200'7 52-�10 �FBCPA.t(4E {O10:.0108..13 QTY:2 .. FL 441. 1 .- - .R - Sc'ale. =:3125'.' Ft. . "'*WARNING!** READ AND FOLLO,!W ALL,NOTES ON THIS bRAWING! l �,��IHTfRF!/fig ' T I'u55e5 require Mextreme*tare in FURNISH cats ng THIS RAWING hantllingALshipyingLTiDnstal Yl ng lNG antl THE DraCIng INSTALLERS. Lrefer to Trd55Lee - �. �OER.'y•k��''%,; TC LL. ..20:0 .P8F. REF R6.704 12'975 . Technical Bulletin TB98.07.17. Fell ow.the latest edition of CFSBCSI (Coltl Formed Stir);Building Component QO�;CjENS•r'/��,; TC D!L' 15 0 PSF DATE 03 06 TB Safety Info rmat ton-, by LFSG),f r safety pra t1 s!pr7 or to performing thes-et functton5.' Installers 'shall • V - !'• �� , / provide temporary bracing per CFSBCS:I. U 1 oted ot`terwi se, Lhe top cho:rtl.shall have properly'attached • i structural sheathing and,the b tt m- h Fd shalt nave a�roperly attached rigid ceiling- Permanent bracing _ NO 83038 • BC ;DAL 5.0 FS'F DRW MOUSR6704. 18065016 systems and associated members and co ecti s tnc ludi ng web[LR's, shall Ue'specified by the•Bulltll ng t Designer i accordance With AISI 521A Secttpns'B4.:5 ana'B6: - _ • j .4LPINETR.ISSbeel - BC, LL 0.0 PSF' MO•-ENG. cwc/BWG nlpine dtv,ision of ITW Builds g[mp e t fd'oup 4I c. shall not'be re sponslble for any deviation from .•(r` this draws nq any failure to b ild the truss 7n conformance with 5214 - North or fort ng se �• S ATE OF •Lp -' Cold-Formed Steel Framing - Truss Design, by AISI, or far handling, shipping, installation and brat of tru s P•a`,'. TOT.!LD .40.0..PSF A seal on this drawing or cover page listing this dra�.•Ing, indlcat+es acce•p Lance of professional �, 'c�••<OP11�• `` engineertn responsibility solely far the desl / ••'•�•,• 13773RittlportDr;Suite200 structure is the responsibility of the Building Designer per S2lgabi7lty and use of this drawl for any. .�. '�iss',ONA�1��`,�� .. FROM RB Marv1a FLC111 OA#02.63043' For more Information. refer to these eE5,te5. u SPACING 24.0". JREF- 1W916704Z02 FLCOAH0278 n•ussceel: w u.trussteel.com; CFSc: w fsc.sbcindus[ry.tom: CFSEI:.wwv.cfsei.org: A1S1: www.s[eel.org �' O7/ZO10• -! l�vnw� a •wn�� � ( S1170-WAWA #FLO #5220 -- Prima Vista Bvld & Floresa, Ave Port .St. Lu'cie,.z'FL T6- Top chord 28TS12.75 1.5x2.75 28 55KSI :T2 ,33TSC2.75 1.5x2.7533{155KSI: Fl3stene s=1 AMD.,Ci-rcles show the min. no. of'blue 14AMD81..25 fastener.s. and- Bot chord 28TSC2:75.1.5x2.75-28-55KSI ! squares shot' the tuih. no. of'red. 1;4AMDR1.5 fasteners per member. See DWG. TS011 Webs 33W.75x.75 75x.75-33-45KSI i for det i Is :W2,. W3, W5, W9, W11, W12 33W.75xl.5. .7-5x'1.5-33-4R SI: _ ) ' `.; 111 i - _ Special loads y t cto ve e drawing T k connector detail.. , r (b) 43T BUC �.5 18ga;. Bent U connector required. Square indicates min. fastener q:t hIu c one r, o r1ap. .S e d ng 5004 for pea tonne TC: From 70. plf at 2.00 to, 70 plf at 7.00 ; 160 mph.lwin( 28,75'ft mean hgt,•ASCE 7-10,rCLOSED. bldg,_Located anywhere in roof; TC: From 35 plf at 7.00 to 35 plf at 13.38 RISK CA II EXP C, wind, TC DL-5.0 .psf, wind BC' DL=3.0 paf:.. GCpi,(+/-.)=0.18', TC: From 70 plf at 13.38 to 70 plf at 22.37 BC: From 4.plf at -2.00"to 4 plf at 0.00 i Wind to ds i nd reactions, b'ased'on MWFRS.. BC: From 10 plf at 0.00 to 10 plf at 6.96 f BC: From 5 plf at 6.96 to 5 plf at 13.42 End vertica 's not exposed, to wind'pressure.; BC: From 10 plf at 13.42 to 10 plf at 20.37 BC: From 4 plf at. 20.31 to 4 plf at 22.37; 1 I'n lieu',of tructural panels or rigid ceiling use'purlins to brace all flat TC @ BC': 242.28 l.b Conc. Load at 7.06, 9.06,10.19,11,31 li 2,4" oc, all BC @ '27i•' oc. -13.31 i' PL: 609:00 .lb Conc. Load at ( 6.96,28.92), (13.42,28.9.2) f Deflect on eets L/360' live and. C/240 total'load'. (A).Continuous Lateral' Restraint (CLR) equally spaced on member j o Z (b) I �0 2 (b) c4 3 T 2 ;iiii c 3 4 0 O Iw 1 1 �. i 6 i ! fi W5 4 1 _ I ,W9 1 4 i ! , 4- -0. �i W2 W3 W11. iW12 8rr fl 1 211 Ol 1 2 C.Y.M.P • 1 i 4•: 2-0-0� - : � I z-o-o I 20-4,-81Oyer Supports R=2049 1' I R=2049 U=1939 W=6.5" U 9 W=6..5" GALVANIZATION - Gb0 Des.i.gn' Crita .AISI S10.0;-2-007 S2-10 FBCPAI(4r m10._o10+8...13 OTY:2 FL-/4 1 .-.%'- .R Scale. =.3.125" .Ft.. .. -WARNING!** READ AND-FOLLOW ALL ONTRA ON,TH THIS-.DRAWING! \\„A.rr ,���� REF -R6704=. 12976 - "IMPORTANT" -FURNISH THIS DRAWING TD ALL CONTRACTORS INCLUDING THE INSTALLERS \l\ ` T C L.L :.2 0-.0 P S F\ •1 '' Trusses requf re extreme care 1n faUri tail ng. handling, shippl ng. ins tol l,i ng and bracing. refer [o Trus Stee ��Oy:•1• / _ ' Technical Bulletin'TB9u.07.17. Follow the latesL'etlt[ioa of CFSBCS, (Cole- ormetl Steelleuilding Component :Qw•.�GENS'iC�?yo. T C D L 1 5 0 P S F DATE D 3 'D 6 1 8 Safety Information, by CFsG7.for safety practl cos'priori to performing these Tunc[tons.t,lnstallers 'shall •.�, �`• „ I / / provide temporary bracing per CFSBCSI. Unless noted�otberwise, the top ch#d shall have,properly attaches •� - - - ^. Structural 'heathing antl the bottom choec'hall have a broperly attached PlBgl cetling_ permanent bracing No.83038 • BC D;L- 5 O PSF DRW MOUSR6704. _18065020 !/ \' systems and associated members and'donn Id ectfo ns,:lnclutli4t9 web CLR's. shall ibe-specified by the Building Designer in accordance with AISI S214 Sections B4�.5 and 86. tt � • I' - A LPINE Trus Stee l Alpine, a di"Sion or.IlW eutldind�Components Group I�c. Shall not be responsible fod-any deviation from. " B C. L L 0.0 P S F M O-E N G �c w c/B W C this drawing, any failure to build LThe tt-S tri Coh ormmante'with S214.- Norf h American' =s[andartl for! •. SATE OF' !e�3' f' Cold-Formed Steel Framing - Trbss Design, by AISI,or for handling.. shl ppl ng. Installation and bracing of trd s • - .�` P•``�' TOT.`.LD. 40.0 PSF A Seal on this drawing or cover page he design this dragl The indtabili accep Lante of professional ••�Q•R�Q•• \\� engi neertng'responsibi ll ty solely fo'r the eeslgn shown.i The iul tabs li ty and use oT this drawing toy any ��0 ••••• `�;.�� FROM K S structure 1s the r es ns1bl'l ity of the Building ng Designer 5214. I �/ 47 ` \ 13723RiretportDr,Suite200 gnelrper 4.��QNA�: p\\ ! - MarylandHeigh'ts,MO 63043 For more lnformaLton, refer to these Websitcs.. did 11p1�� FLCOA#02788 TrUSSteel:.ww.trussteel.com; CFSC: w .cfsc.sbclndustry.com: CFSEI: www.cTSet.org: AISI: www-5teel.org 0 07/2018' SPACING 24.0"- .JREF-. IW916704ZO2 unu n rn n wi it t�unvs a iu� � ,i.i�y u (. S117,0-WAWA #FLO #5220 -- Prima Vista Bvld =& Floresa Five Port S't. Lu'cie,. FL - K7.B Top chord33TSC2.75 1.5x2.75-33-55KSI F]pstene s=1 AMD Circles show- th . min. no.,, bl.u' 14AMDB1.,25 fasteners and. Bot chord 28TSC2.75.1.5x2.75 28 55KSI t. squaresshii ' the min. n'o. of red. 14AMDR1.5 fasteners per member. See DWG. TS011 Webs .33W.75x.75 .75x.75-33-45KSI :W8 33W 75xl.5 . .75xl.5-33-45KSI: ( fbr det ils Special loads 1.60f p n 8. can t ASCE -10 L D bl , not located with 4 g• mph,wi. 2 73�ft m hg 7 C OSE dgin .50 TC.: From 0 plf at -2.83 to 70 pff•at 0.00'.' z GCpirom )00 ledge, =RISK,CAT II, EXP.C, wind TC DL=5.0 psf, 'wind BC DL=3..0 .psf. TC: From 10. plf at 0.00 to 10 plf at 9.77' BC: .From 0 plf at -2.83 to 4 p1f at, 0.00; ! Wind lo�ds nd reactions based'on •MWFRS. BC: From 10 plf at 0.00 to 10 plf at 9.77 PL: . 480.00 1b.Conc. Load at ( 1.34,27.17) End ver ica' s not exposed to wind pressure.; PL: 90.00 lb 'Conc. Load at ( 4.17,27.60) .PL: 294.00 lb Colic. Load at ( 6.98,27.99)' i In lieu of ffigid ceiling use purli-ns'to brace BC @'117" oc.' See TS standard detail book for truss to truss connections. Non standard connections 'to Deflection eets L/360 Jibe and L/240 total!load. be designed and approved by a Registered Design Professional. F 4.24 4 _7.. t W8 1 1 { air. _ 1 R=274 ', 1 U-3�37 . ' W,=3 n •. • � t, R=-70 fIL PY Rw=391 In W2 U=752 _ , �• . Amh f * W=8.442 I . 1r -2-9-15 9-9-5 Over; 2 Supports { r GALVANIZATION - 'G60 Design- Crit:, AISI, SIOO-2007 S2-10 FBCPA (42 W.121`3.21 QTY:4 . . FL/;4 1-.:1 R - Scale. =.5 /Ft,. **WARNING!**READ AND FOLLO14 ALL NOTES ON,THIS tRAHING! j 11��lFgjF . Trusses requtre„ei[reme•care 1nRfabricatSngRpWING TO tiantll7o�gALshlppingCTtnstall1ngRS 1NG 5nd?bracfngHE AtLERS.refer to TrusS[ee9 .♦`�e IRTH�k''��,, " TC L`L .20:O. .PSE .REF.. R6704= 12977 Technical Bulletin TB9n.07.17. Follow the latest ed,t,on oT CFSBCSI (Cold a ed Steel Bulld,ng Component o r Fi ' TC D'�L - 15.0 PSF DATE 03./'06/I8 Q� �a Safety Information. by[FSC) for'sa(ety practices'priori to performing Lhes functions. Installers shall ` •��♦w-'YS�(•% �j . provide temporary brac,n chord 5 '� • •' i prov p y g per CFSBCSI. Unless'noted ot�crwi se. the topshal, have,properly attached ^ - ^ structural sheathing and the bottom+chord shall have a property attached rt<gld ceiling? Permanent bracing' _ No.83o38 %' BC' D L 5.0 PSF _ DRW MOUSR6704. 18065013 —V systems and associated members d -nnec ti hns,,includlpg webCLR's, shall'Ibe specified.by the Building Designer in accordance with AISI S211 Sections B4.5 and B6. ALPINETrUsSbeel Alpine. a divls,on of ITN Building' ulldi g[omponents:Group liyy�t. shall not be responsible nr tlev at,cn Trom -• :, BCA' 0.0 PSF M0.-ENG BWC/BWC this drawing, any failure to build the truss in conformiance with 521A - Nor,[h American-5[andard Tor; - •- S ATE OF .•C4. ' Cold-Formed Steel Framing - Truss Design, by AISI, or for hand I g. shippirig. Installation and bracing of tru se' •••a. P•`� TOT.LD. .40.0. .PSF• SEQN 352 R'EV- A seal on this drawing or cover page'115[Ing:t h:is dra`✓Ing, indlca[es,accdp[arice of peofess,oval ��• Q. • \♦� ' • ORl engl neertng responsibilt ty solely for [he design shown. The sul to b 111 ty add use of [his drawing for any /, tr •••••1`�?♦♦♦ _ �. structure Is the responsibility of the Building Designer per S219. �j' fS 13773 R;1 elPuti>h,sDi�zoo II ; a,/0 .•N FROM KS MaivIand Heights,MO,63043 For more Information, refer to these Lbs,tes. ���11111111111p� >Leonaoz�e Trus5teel: www.trussteeI.cam: CFSC: www.cIsC.sbdindustry:com: CFSE1: ww•.cfseI.or9: A151: w w.sLeaI.org 1 0 07/2018 SPACING _ 24.0". JREF- 1W916704Z02 ttunu� a auu��.auun a•i icy u ( S1170-WAWA #FLO #5220 -Prima Vista. Bvld & F•loresa ANe Port St. Lucie, FL J7.8 Top chord 33TSC2.75 1.5x2.75-33-55KSI Fasteners=1 AMD. Circles show the min. no—pf blue 14AMDB1.25 fasteners and. Bot chord 33TSC2.75 1.5x2.75 33-55KSI squares sho the min.. .no of red. 14AMDR1.5 fasteners per member. See DWG. TS011 Webs 33W.75z.75 .75x.75 33 45KSI I ! for det s iI t s MAX CS'I: TC'— 0.80, BC = 0.71, WEBS = 0.39. 1 ; E 160 mph 'wi TIC 28.75ft mean hgt', ASCE 7-10,;CLOSED, bldg, Located anywhere in roof, F RJSK CAT, II,',EXP C„wind TC DL-5.0 psf,. wind BC'DL=3.0 psf: GCp.i(+/.-)=0.18 End verticals not exposed to wind pressure. Kind to ds nd reactions based on both MWFRS and C&C. In lieu of rigid ceiling use purl.ins to brace'BC @'72 .oc."- i �' Deflect on meets L/'240"live and L/180 total (:load. . See -TS standard detail. book for' truss to truss connections:. Non-standard connections 'to be designed and approved by a Registered Design Professional., i - [ f 1 O �. 6 . I 3-1 ' 15 . : 4- 0 IF M FIL, t j . 7-0-0 Over 2%Supper+ts j R=466 1 R=242 U=46I U=373 W=6.5" ; RL.=406 103 . GALVANIZATION - G60 Design Crit:1.AISL S100'=2007/52-10 FBCPA (4� ,mi0.010'8.13 QTY:10 . FL14 1/-.J- R/ Scale- =:5"/Ft. j:WARNING!'eY READ AND FOLLOW ALL NOTES ON,THIS DRAWING! - t� I.C 'L'L. ..2O:O PSF.. •`IMPORTANT" FURNISH THIS DRAWING Td ALL CONTRACTORS INCLUDING THE INSTALLERS. { ` ,,fl,T,H;� �� _ REF R 6 7 0 4 . 1 29 7 8 Trusses require extreme care In fabricating, handllo�..shlpDl ng. Insta l7.l ng antl brat ing, refer to TrusSteeB ,'` ,� - - Technical Bulletin TB9B.07.17- Fallow the latest editioi of CFSBCSI (Cole-rormed Steel Building[Dmponent �'`,nnV '/1�[���� - TC DL 15.0 PSF DATE 03.%06/I.B Safety Informa Lion: by CFSC) for safety prat tic es'Drl or])rr[o Derformi ng these functions. Installers shall zl O- Ef,••• ��''�/ Pro"de temporary bracing per CFSBCSI. Unless noted atf�erw Ise. [he top chord shall have.properly attached { `� ��G N3F•�! � - '�w structural sheathing and the bottom.chord Shall have a bbroiler ly attached'rl•gld ceiling. -Permanent bracing systems and associated members and'connections..Includitlg web'CLR's, Shall Pe specified by the•Bui lO i ng ',, BC DL 5.0-PSF DRW MOUSR6704. 18065017 RPM mom mom Designer in accordance with AISI S214 Sections B4.5 antl'B6. No.86038 ALPINETfUsS�eel Alpine, a division of ITW Bullding Components Group Inc. shall not'be responsibin fo�•any deviation from BC LL 0.0 PSF MO-ENG ewe/BWC this drawing, any failure to build the truss in cohformance with S214. Nor1.h American Standard for, - - • ' ,Cold-Formed Steel Framing - Truss Design, by AISI', or flor,handling. shipping, installation and brac!ng of Lru L5 ,• S ATE OF W( s'' �TOT.'LD 40.0. .PSF A seal on this drawing or cover page listing�thls dr wIng, Indlcates'accelptance of professional j� •A% + P.•`�(r� engf veering responsibillty solely fo} the design 1-rij The suitability and use of this drawing for any '1 •��QR�Q•• structure Is the responsibility of the Building Designer per S214. FROM KS 13723 Ricetport Dr Suitt 200 s •••••• �� i G � Maryland Heights,MO 63043 7,.ussteot:.www crussccet omrmcrsc:.wuv crsc9.se Intl Vsbs1 tom: CFSE1: w '.cfsel.or ��N�A1�ti FLCOA#0278 4 y. g::AIS1: www.steel.org ' SPAC'ING 24.0". JREF 1W.916704Z02 i ( S1170-WAWA #FLO #5220 -- Prima Vista. Bvld &'Flores.a Ave Port St. Lu'c'ie, 'FL C5'B ) wnw -i�wr.u.r a Top chord. 43TSC2.75 1.5x2,75 43 55KSI Fasteners=1.. AMD. Circles show -the min. no: of bl.ue''14AMD81.25' fastenecs and Bot chord 28TSC2:75.1.5x2.75 28 55KSI _ _ s:puare3 sho the min•.. no. of.red. 14AMDR1.5 fasteners per, member. See DWG. TSO11 Webs .33W.75x.75 .75x.75-33-45KSI for details: i End verticals not exposed to wind'pressdure. i 1`60'mph win ', 28.23-ft.mean hgt, ASCE 7-10, CLOSED. bI'dg, Located anywhere in roof_, RISK CA II ;.EXP C. wind DL=5:0 psf, .w,ind BC DL.=3..0 psf: GCpi'(+/-)=0.1Q In lieu 'of rigid ceiling use purlins to brace BC @ 72" oc. f W;'nd to ds 'nd reactions based on both MWFRS.an'd C&C: " See TS standard detail book.for truss to truss connections. Non-standard connections=`to be designed. and approved by a Registered Design ProfiessTohal. _ Deflection meets i/240 live' and L/180 total load. 6f� r 3- "-8:. . - .2-1 -'7 R. . O _ U=2.97 1 Q W=3in i tf4 I -2-0-0= 1 , -10-15 Over 2 S ppo 'ts ]R=39.4 - _ jU-449 f . jW=6.5" ' IRL-339/'87 s GALVANIZATION .- G60 Design Crit:�.AISI, S10.0;-2007 '52-10 "FBC27)X1 .0108..13 OTY:B FL/4 1 - .R = Scal.e. =.75" 'Ft.' "WARNING'!•• READ AND FOLLOIW ALL NOTES ON THIS'DRAWING! i LC �L.L. ..20:0 PSF."-IMPORTANT!- •FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ���rrnnr " REF R67,04- 12979 Trusses require extreme care In fabrlcating, handling. shipping. ,nsta Tling and bracing, refer t.o TrusStee_. \\\1nn��T H ,'��I ' Technical Bulletin TB9B.67.17. Follow the rates[edition oi' CFSBCSI (Coltl rormed Steel Building Component OV�...-.� �.Ao, _ " TC'D'L '1'5.0' PSF ' DATE "03 J06/I8 Safety Information, by crsc) for safety practices prior;to performing these functions..Installers shall .. fA,,, A_ - provide temporary bracing per.CFSBCSI. Unless noted otherwise..the top chdrtl.shall have,properly'attachedGEIYS��. ��� - - ^ Structural sheathing and the bottom chord,shall have a properly attached'ri,gid ceiling. Permanent bracing BC DL.. 5:0 PSF• DRW MDUSR6704 I.8065018 —V systems and associated members and connections,.including webCLR's. shall be specified.by the Building j NO.8� - ' 38 ALPINETrusSbeel Designer 1a accordance with AISI 5214 Sections ,Gro a I c. r BC LL 0.0. P'SF MO-ENG. cwe/B'WC 'Alpine, a dl vl s7 on�of I1N Bul ldi ng Components,Group Inc. shall not be responsible for any deviation from '� this drawing, any Failure to build the truss,in confornfance with S214.- Noah American Standard for' .P S F Cold-Formed Steel Framing - Truss Design,.py AIS1,or for handling, shlpotlig. installation and bracing of I-CS ,�. SATE OF s'' TOT.;LD.. '.40.0. ' A seal on this drawing r cover i g o page 1is41 n9 this drawing, indicates accdp[arice of pFofessiona, i .vP a Q.o kA�. .engineering responsibility solely for the deslgn;shown.] The suitability aqd use of this drawing fop any '�� •�� �}{Q� ����� _ j. structure 1s the responsibility lily of the Bul ldln9 Design r_per�S214. - ...'. 13723 Ril•eiport Dr,suite 200 5 FROM•. KS MalylandHeiglits,MO 63043 For more Ynformatfbn, refer to:_these 6ebs,ees_ f. "SP"ACI NG 24.0 •." tJREF•- 1W.916704Z02 FLCOA#0278 TrusSteel: www:trussteel•.com: crgc:.www:cfsc.sbcindustry.com: CFSEI:.www.cfsei.orq;:AISI: w w.st_eeI. g 7 `���IIIIIl1111�N` w�w r (. 51170-WAWA' #FLO #5220 -- Prima Vista Bvld, & F•loresa Ave Port St. 'Lu'cie, FL - C36 ) i I.� w;;r ;,,,,, Top chord. 43TSC2.75 1:5x2,75-43 55KSI Fasteners=1 AMD..Circles show-the min. no: of blue 14AMDB1.25 fasteners, and. Bot chord 28TSC2:75 1.Sx2.75 28 55KSI squares sho the min. no. of red 14AMDR1.5 fasteners per member. See DWG, TS6I1 Webs 33W.75x.75 .75x.75=33-45KSI. ` for details• - End verticals not exposed to wind pres9ur.e. {{ (_ 160 mph j'win ', 27.73-'f.t,mean hgt', ASCE.7-10, CLOSED, bldg, Located anywhere in roof, RISK CA .EXP C, wind TC DL=5.0 psf, .wini BC DL=3.0 psf: GCpi(+/.-)=0.18 In lieu of rigid ceiling use purlins to 'brace BC @ 72' oc II _ Wind to ds' 'nd reactions based'on.bo'th MWFRS and C&C. See TS standard detail. book for truss to truss con6ecti.ohs.=Nonrstandard connec.tions.to be designed and approved _ by a Registered Des.ign Profess.ion-al. Deflect on' eets''L/240 live and L/1.80 fiotal'load. x ! i ?6 - + i 2 8 1 �. R=45 i . _ Rw=50r l O 0 U=171; = W=3" ; I C 0 P lie i . . =.2-10-15 :Over 2u-p orts 1 R=336 . i U=447 _ ` W=6.15: 1 _ RL=268/-72 = GALVANIZATION '.- 'G60 De°s.ign` Cr":it:1 AISI. S'10.0=2007/-S2-10 FBCPA K Q10..01G8..13 QTY:B . FL/(4 1/ R/ S,cale ='1"./Ft. ._ **WARNING!** READ ANDF04LOH ALL NOTES ON TH ISORANING! - - T to IMPORTANT!* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .i ,,��18�1!1%11#I, .. .I.C LL .2 0.0. P SF REF R 6 7 0 4 .12980 Trusses require extreme care In fabrlcating, nandl,ng, shipping. ,nsta„',ng and bracing. rarer to Trus Stee71 ��� 0 H.; ",1, Technical Bullgtin TB96.07.17. Fol,aw the latest edition of LFSBGSI '(cote-Formed Steel-Bulld,ng Component J `` O��C.EN��.���,���� TC' D'L15 0 PSF DATE03%06/T8' Safety Information, by CFSG) for safety practices'prior!to performing these functions., Installers shall ! Provide temporary bracing per CFSBCSI. Unless noted otherwise, the top cherd.shall have.proper,y attachedS0,�, - ^ structural stieatning and the bottom chard shall nave a broperty at tacned rt,gid telling. Permanent bracing BC ,D;L 5:0 PST DRW MOUSR6704. 18065019 f/� \ system and associ at member.,and... nnectt ans,.inc ludtrg veb cLR's. shall be specified by the'Bui ld In _ NO.83038 • ' ALPINETrusStee�Designer 7a division with A151 52,4 Sections 84.5 and B6. ,� BC. L'L 0.0 F'SF• MO-ENG cwc/BWC Alpine. a tli.vi 5l on of.ITW Building.components,Group Inc. shall not be responsible for any deviatlgn from - this drawing, any failure to build the truss in conformance with S214 - North America—Standartl Par, - - T^ » ,Cold-Formed Steel_Framing,- Truss Design„qy AISI', or fnr,hand,ing. shippinig. installation and bracing of tru S ATE OF• �s w 'TOT.U. 40.0 .PSF A seal on this drav,ng or cover page listing this drawing, indica[as'accif[ante of pr,ofessiona, .s j 7( engineering respanstbility solely fo'r [he desf gn'shown., The suitability antl u of Inls'drawing four any - �� •��QR�Q� ��`�� I3723Ri1erportDr,Suite200 structure is the responsibility of the Building Designir per S214. i ss.�����v FROM .'KS Mmyland Hei6ts,MO 63043 For more Information. rarer to these wepsites. { �7�NA1.����`�` FLCOA#0278 TrusSteel:,w w.trussteel.co CFSG: v .cfsc.sbclnddstry.com: eFSE,: vwd.cfset.org:^:AISI:'www.s[eel.or9 '�wul�►��►� 'SPAC I NG -2.4.0°o JREF'- 1W916704Z02 _ � � :! i u me _ u i nv�i �u�iruic i'icunw a � vol:oumi.�iw ui oo ( S1170-WAWA *FLO #5210 =- Prima Vista, Bvld.-& Floresa Ave Port St..!,Lu'cie, FL C18 ) .i Top chord 43TSC2.75 1.5x2.75-43-55KSI Fasteners=l AMD. Circles show fhe min.. no, of blue 14AMDB1"..2.5 fasteners and Bot chord 28TSC2.75.1.5x2.75-28-55KSI squares�lfsho the min.. n'o. of red 14AMDR1.5 fasteners per member. See DWG. TS011 Webs ,33W.75x.75 .75x.75-33-45KSI i for details End verticals not exposed to wind pressure. 160 mph_jwin ', 27.23 ft mean hgt, ASCE 7-10,:CLOSED. bldg, Located anywhere in roof, i RISK CA II EXP C," wind TC DL=5.0 psf, .wind BC DL=3.0 psf. GCpi(+/-)=0.18 In 'lieu of rigid ceiling use purlins" to brace BC.@:`11" oc. j t Wind to ds nd reactions based on both MWFRS.and C&C. See TS 'standard detail book for truss to truss connections.-Non,standard connections--to be designed and approved by a Registered Design Profess.ion'al. f Deflect on I`eets L/360 live' and L/246 total +'load.' • i. i i O I 2 �. . . 8 T R= .239 Rw=685 U=265 1 1 W=3" ; O. r 1 _ Rw=48 ' { a i sU=.1259 1 -W=6.5a. RL=316/-5 MW 2-0-0 _I 1,01115 Over 2 Suppor s1 I L C 0 PY I _ GALVANIZATION - G60 Design C:r`it:I AISI. S100=200'7 S2-1O FBCP�I .( P (d�0.010`8..13 QTY:8 FL li4 1 .-_/-/R Scale =1..25 /Ft: —WARNING[" READ AND FOLLOW ALL NOTES ON,THIS-1RAWING! ••IMPDRTANT'" FUR94SH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `,,\�T11�/rlrl////,, ITC LL. 20.0 _PSF REF R6704= 12981 Trusses require extreme care In fabricating. handling, shipping. Installing and bracing. refer tooO1r s5tee ' .��gER?,"H/ ,�� TC D'L . '15 0 PSF DATE 03 06 18 Technical Bulletin T898.07.17. Foilow.the latest edition of CFSBC51 Ccld-formed Steel Buildin Com A AA__ Safety Information, by CFSC) for safety practices'prior to performing these functions., Instal ler5 3ha11 1 `'•��C/�Ns ••-a9�i^ i / / provide temporary bracing per LFSBCS�I. Unless noted otherwise. the top cherd.shall have properly attached ` .• ' B C D`L 5 0 P S F A structural sheathing and the bottom ochoi•d shall have a properly attached rigid telling. Permanent bracing DRW MOUSR6704 18065014 `^/-\' SyS terns and a55oc1 atetl members.and c nnec[ton5..includi ng web'LLR's. shall be specified by theBuf ldl in, No.83038 • ^ , �4LPINETrusStee�Designer in accordance with A15I 5214 Sections 84.5 andB6. f c BC LL 0.0 PSF MO-ENG ewe/BWC Alpine. a diva slon of ITW Building Components Group I�ic. shall not be responsible for any deviation from i'� this drawing. any failure to build the truss In conformance with 5214.- North.American Standard for i r, Cold-Formed Steei Framing - Truss Design. by AISI, or fcr handling, shipping. installation and bract g of trH S •• 5 ATE OF TOT.LD.. -40.0 .PSF A seal on this drawing o cover page listing this draLi.ng, indicates�a ceiptance of professional .. •�4.0 i3O T••��� engineering responsib1IItytSolely for the design shown.j The suitabilitycand use of this drawing for any Fs •• R•• �y�`�. structure Is the responsibility f the Building Designer per S214. 13723 Rieerport Dr,Suite 200 'these - .��i s � • � .� � .� _ F.R 0 M R B MaivIand Heights,MO63043 For more Information. refer to theseHebsites. i SPACING 24.0". JREF- 1W916704Z02 FLCOAk0278 TrusSteal: w w.trussteel.co . CF5C: w .cfsc.sbcindgStry.eom: CFSE1: wwS.cfsei:orgaAlSI: www Sicel. g 03 �/2�1$ t' Fastener Placerm ent. Detail . _ Typical Fastener .Placement 'Sect.i.ons A - Lip clearance = 5/ 16" (8mm) -for TSC3.00.' & TSC4.00 ia Lip clearance = 9/32" (7mm) for TSC2.75' B Edge distance (1.0 x Fastener Dia.) C - End distance (3.0 z Fastener Dia.) S - Minimum fastener spacing (3.0 x Screw B c q S AMD ' Single Sher Fastener Double Shear.TM Fastener A Allowable shear loads per f`stener lbs. (kN) for 14AMD Double';Shear T° -Fasteners, I Available area 1 TrusSteel Web TrusSteel Chord [hickness for fastener Thickness 22g- 281SC 20g- 33TSC 18g- 43TSC 16g- 54TSC 1'4g- 68TSC 12g- 97TSC 20g-F33C 7,61 (3.; 2) 701 (3.12) 70.1 (3.12) 701 (3.12) 761 (3.12) 701 (3.12) Fastener Dia. Min. fastener spacing Fastener]edge. 20g-'33W 700 (3. 1) 772 (3.43) 87t3 (3.91) 99.5 (4.43) 995 -(4.'43) 995 (4:43) in.' (mm) ' & end distance' in. (mm) _ distance in. (mm) 18g-AM 7.79 (3. 7) 977 (4.35)' 1263 .(5.62) 1348 (6.00) 1348 (6.00) 1348' (6.00) #14 d=V 4 (6) #14 S=C= 3/4 (19) - #1A::d=1i 4 (6) t 1,sg- 6,3W 779 (3. 7) 977 (4.35) .1263 (5.62) 1348 (6.00) 1348. (6.00) 1348 (6.00') i' Allowable shear loads per f stener lbs. (kN) for 14AMS.75. Single Shear Fasteners . Detail D Recommended fastener placement for minimum fastener count: Begin placing the fastener in center of)the TrusSteel 9 P g We TrusSteel Chord Thickness available area. Fastener quantity shall be specified by 22 28iSC 20 33TSC 18 43TSC 16 54T$C 14 the approved truss drawings. Thickness g g g g g- 68TSC 12g- 97TSC 20g- 33C 203 (D. 0) 203 (0.90) 203 (0:90) 203 (0,90) 203 .(0.90) 203 (0.90) Detail E Recommended fastener placement for multiple 'fastener 20g-.33W 252 (1.12) 252 (1.12) 252 (1.12) 2512 (1.12) 252 -(1'.12) 252 '(1.12) count: Begin placing the fasteners in'the center of the available area and expand toward the outer edg'es'� j 1897 47W 418 (1.86) 418 (1.86) 418' (1,86) 41.8 (1:86) 4.18' (1.86) 418 (1.86) Fastener quantity shall be specified by the 'approved l 16 6-3W 4.18 1..86 418 1:86 418 1.86 418 1.86 4.18 1.86 418 1:86 truss drawings. {f g ( ) ( ). ( ) ( ) ( ) ( ) S i General Notes: t ` 1! 14AMD.'.Double'Shear".Fast ners mentioned above consist of. &AMDB1.25, 14AMDR1.5,' 14AMDB2.125, IS i 14AMDR2.375 and 14A D2: 25; I'Z. 14AMD; fastener;values for tube (Wj webs .were determined by;test following'guidelines set.'forth in Chapter F of the Ame ican;Iron an;d Steel Institute (AISI) 2010 supplement to' the AISI 2007 "North . O O American. Specification for the Design of Cold- Formed Steel Structural Members" .(S100- 07/S2-'10). l 14AMS•'fastener values and 14AMD fastener values for 33C1.5x1-.5 were determined•by calculations set forth in Chapter E4 o, the American Iron and Steel Institute ({Isl) .2010'supplement to the AISI 2007 oS� "North American Speci'ications for'the Design of Cold- Formed Steel Structural Members" (S100'-'07/ S2- 10)'.. s a. The AMD and AMS fas:eners s are self- drilling Hex washer- head screws made.from 1022 carbon steel D rtot wire that is case hard�enedand are. designed to drill through ;and install into .TrusSteel chords and , + a webs.•The threads area b fttress type with thirteen threads per, inch.*jhey are .manufactured to perform in accordance with the Society of. Automotive Engineers.(SAE),J78 standard for, steel self- drilling i tapping screws.and h6ve zinc phated and chromate finished corrosion protection applied in accordance witF' ASTM F191. ( h Standard Detail Tube-And C-Web 1 Fastener TS011 Place ment And-Allowable: OENsF2 .Date: Shear Loads For Fasteners a No.83038. = 07/16/12 wwwiTrusSteel.com Wt S ATE OF .ITW Building ComponentsGroup,Inc.shall not be responsible for any performance . TrusSteelDetail Category: Florida:1950 Madey Drive/Haines City FL 33844/(800)755-6001 - k Q' � �failure in a connectanidue to a deviation from this detail.Any variation from mo, Missouri:13389 Lakefront Drive/Earth City,MO 63045/(800)326-4102 this detail shall be approved inadvance by ITW Building Components Group,Inc. ��i�s';•�.�.: i S l7 N�P� Fastener Placement i I � uuI1N 6mtol s a yp) (79 4 ) 11 E s: F� F� a F � F ro .-1: 2"(13mm)(TYP•) (Ty(J��J_ - ,� �� i. .1-/4" (6m•m)..(TYP•). .. .^ 1/2".(.13mm).(TyP•)•. Fasteners Through The Lapped.Area Fasteners Through..The,'Chord Area Fasteners 'Through.The Web' Area 33TSBUC3.5 or 43TSBUC3.5 33TSBUC315 or.43TSBUC3 j33TSBUC3.5 'or.43TSBUC3:5 , Bent- U Pitch Break Connector Bent- U Pitch Break iConnec or Bent-.U" Pitch Break_" Connector 160o1 3)4" (1 1t h l.yQlrYp,Jn'o'J i \-(T 0) t. 1/4"' (6mm). (TYP') ( "�J r� FpJ rn moo, ) (TyP ) 2" 1/ (13mm)(TYP•) A 1/2."('1'3mm)(TYp•), Fasteners 'Through The .Lapped_ Area { . Fasttners-Through The'.Chord. Area'. " Fasteners,.Through' The. Web'Area " 33TSHC3.5K or '43TSHC3.5K .33TSHC3.5K. or 43TSHC3.5. i.33TSHC3.5K or 43TSHC3.5K 'Hinged Pitch Break Connector., Hinged Pitch Break Connectdr Hinged' Pitch Break Gonnector'. I General Notes: ], Fastener sp cing--and end,distance is .37 4"' (19m m); 'minimum, except'as shown. t 2-. Refer, to approve truss dtawin s for required.fastener'typeq I 9 q and uantities for each fastener' contact area. ' _. > `Y11 3 Fastener co taci areas that coincid'e'with other' contac4 areas may use'a .conl'mon fastener for both ar s This e t rn will r sul a reduction' in. the total' number of fasteners required'at ' r the pitch'be ak Dint. a { ' -4. = Fastener ontact area., TSC2.75 Pitch" \111r�nfrr s' standard Detail: TS004 - Break Connector Fastener .>�E"SF•• -- T�'CIS Date.: ..Contact•A'reas = No.83173B' - 07/16/12- www.TrusSteel.com _ = s OF �= ITwBuildingCompbnents4Group,Inc.shall not be responsible for any ante '-r ,(�•.�' P• �� 1 TrusSteel Detail Cate go Florida:f950 Marley Drive/,Haines Pity,FL 33844/(800)755-6001 •�Q�R 1�• �� 9 ry: ,failure in a conr_iection due to a deviation from'lhis detail.Any variation from s ••.••f �j�� - Missouri:13389 Lakefront Ddve/Earth City,MO 63045/(BDO)326-0102 thi's detail shall be approved in advance by ITW Building Components Group;no: -�i��S%�N `Q��\�\ i ' Pitch.Break Connections t UT F .. - Different T es of' Web - Reinforce menfs Shi w i on TrusSteel . D'rawing s r C/-'stud or Hat C.hannel • Scab Reinforcement 'B B Chord = Scab Q C-.Stud or Hat Channal T—Reinforcement C=Stud. or Hat Channel Scab - Chord Scab C—St.Ud or •Hat' :Channel• Reinforcement Tsc2.75 T=Reinforcement Chord Scab - Chord Tube Web Z=Web Scab Tube C—Stud Web Hat Channel TSC3.00 . OR Ghord Scab ' C C TSC3.00 Chord Scab A A E Nof AP licable with Hat Channel Hat Channel B B Tube Z 'Web Scab Web Reinforcement Z Web 1 TSC4:00 TSC4 001. Tube Web _ Tube­' Chord Scab j Ch rd. Scab.. Tube or or Z—Web Tube or Z—web Z—Web O R T—Reinforcement Tube Tube Z—WLb or Web Z—web C—Stud C—Stud S e Cfl O n B—B j Tube or, .Z—Web Section A—A Minimum chord scab = 28TSC2.75 for .75" (19m ) wide ;webs -Sectbon C—'C Minimum C—Stud = 3625162-33 Minimum chord scab = 28TSC3,00 for. 1:5" ±38m ) wideu . webs Mihimm,C—Stud = 3625162-33. Minimum Hat'Channel = 150F125-3.3' Minimum chord scab 28TSC4.00 for. 1.5" (38m n) wide webs Minimum Hat Channel = 1501`125-33 The details on this page are generic Installation uides'onl #See a - p g g g y pproved.truss drawings;for specific reinforeme #material--, size and connection requirements per ply.Web reinforcements called out on the approved truss dravirings sheII NO be M YQ, AY substituted for a different reinforcement type unless approved by a TrusSteel engineer.WORM _ standard Detail: General Web 03 ""�RTH" F.,�� TS019 ALPINE Tr.usSteeln Reinforcement GuidelinesENsF•:��''- Dater No:83038 07110/17. www.TrusSteel.com Alpine,a division of ITW.Building Components Group,Inc.shall not be responsible .� S ATE OF -�t TrusSteel Detail Category: Florida:2400 Lake Orange Drive Suite 150/Orlando,FL.32837/(800)755-6001 for any performance failure in a connection duejto a deviation from this detail; Missouri:13723 Riveryort Drive,Suite 200/Maryland Heights,MO 63043 a division of C.-�'��••Any variation from this detail shall be approved in advance by Alpine, O-R tQP'• (800)326-4102 .ITN!Building Components Group,Inc: #,.- .. ,�,cSS+•• •••��\�`` ' Reinforcement t /j/1111111{IIIV j . 03 7/2018