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HomeMy WebLinkAbout14-14813 CITY OF ZEPHYRHILLS 5335-8TH STREET - - (sis)�so-oozo � 14813 BUILDING PERMIT PERMIT INFORMATION ' LOCATION INFORMATION Permit Number: 14813 Address: 38410 6TH AVE Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: _ Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS ' Est.Value: Parcel Number: 11-26-21-0010-15300-0200 Improv. Cost: 219,011.00 ` . OWNER INFORMATION Date Issued: 1/03/2014 Name: ZEPHYRHILLS FIRE DEPT. Total Fees: 1,n,,/� Address: 38410 6TH AVE Amount Paid: ���"" r"�vii ZEPHYRHILLS, FL. 33542 Date Paid: Phone: Work Desc: FIRESTATION #2 RENOVATION-FEE WAIVED CONTRACTOR S APPLICATION FEES PILLAR CONSTRU TION G O P LLC LAKESIDE ELECTRICAL SVCS LL'C HORNE CONSTRUCTION INC ' HORNE CONSTRUCTION INC PRATfCO ROOFING&SHEET METAL �L��'t��i � �.�.,�y �f � -� I- l� ��� �.����,���.. , , Ins ections�Re uired FOOTER 2ND ROUGH PLUMB ISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALCED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC: MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFO C.O. CONTRA OR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED � PROTECT CARD FROM WEATHER � �-���� � � � - �/��� � �r� 1 � � � � � Jacqueline Boges From: Bill Burgess Sent: Thursday, March 12, 2015 11:10 AM To: Kevin Boutros ; Glen Clegg; Daniel Spillman; Shane LeBlanc Cc: 'Peter Rechdan';fwinter@gasmasterstampa.com;Jacqueline Boges Subject: RE: station 2 gas line Good Morning, ' Chief Spillman and I have agreed that we can C/0 the administrative side of the Fire Department and note a contingency requiring Pillar to recertify when available (Cintas) as discussed...lf you all have any questions or concerns please feel free to voice them...Thanks, Bill From: Kevin Boutros [mailto:KBoutros@PillarGroupFL.com] Sent: Thursday, March 05, 2015 12:40 PM To: Glen Clegg; Daniel Spillman; Shane LeBlanc; Bill Burgess Cc: 'Peter Rechdan'; fwinter@gasmasterstampa.com; 'Kevin Boutros ' Subject: RE: station 2 gas line Glen, The gas meter needs to be installed and gas turned on and working, then Peter will schedule Cintas to be onsite to complete their inspection and certify the system. Please advise when this is completed so we can get this work done and request an inspection from Bill Burgess and hopefully receive the CO. Thank you, Kevin Boutros—Project Manager Pillar Construction Group, LLC 1312 Bowman St. Clermont, FL 34711 P 352-394-1032 F 352-394-1794 C 352-636-0069 KBoutros(a�PillarGroupFL.com www.PillarGroupFL.com From: Glen Clegg [mailto:GClegg@fire.zephyrhills.fl.us] Sent: Wednesday, March 04, 2015 4:02 PM To: Kevin Boutros ; Daniel Spillman; Shane LeBlanc; Bill Burgess Cc: 'Peter Rechdan'; fwinter gasmasterstampa.com Subject: RE: station 2 gas line Just off phone with Frank winter at Gasmasters and they are submitting for permit with drawings to the building department for project completion. GasMasters installed the lines yesterday and pressure tested them successfully,they will probably set the meter for TECO Gas once project with drawings are approved by building department. Glen Clegg, Assistant Chief Zephyrhills Fire Rescue 6907 Dairy Rd. Zephyrhills, FI. 33542 �cle��@fire.zephvrhills.fl.us 813-780-0041 Station#1 i I � Please Note: Florida has a very broad public records law. Written communication to or from city officials regarding city business is public record and open to inspection including names,addresses,and emai!addresses. Therefore,your email communication may be subject to public disclosure. I I From: Kevin Boutros [mailto:KBoutrosCa�PillarGroupFL.com] Sent: Wednesday, March 04, 2015 2:06 PM To: Glen Clegg; Daniel Spillman; Shane LeBlanc; Bill Burgess Cc: 'Peter Rechdan'; 'Kevin Boutros ' Subject: RE: station 2 gas line Glen, Will the gas contractor be onsite tomorrow or Friday. We need to know so we can schedule Cintas to certify the ansul system and request an inspection with Bill Burgess and hopefully receive the CO. , Please advise asap so I know how to proceed. Thank you, Kevin Boutros—Project Manager ' Pillar Construction Group, LLC 1312 Bowman St. Clermont, FL 34711 P 352-394-1032 F 352-394-1794 C 352-636-0069 ' KBoutros(�a,PillarGroupFL.com www.Pi1larGroupF L.com � From: Kevin Boutros [mailto:KBoutrosCc�PillarGroupFL.com] Sent: Wednesday, February 25, 2015 4:35 PM To: 'Glen Clegg'; 'Daniel Spillman' Cc: 'Peter Rechdan'; 'Kevin Boutros ' Subject: RE: station 2 gas line Ok please keep us updated. Thank you, Kevin Boutros—Project Manager Pillar Construction Group, LLC 1312 Bowman St. Clermont, FL 34711 P 352-394-1032 F 352-394-1794 C 352-636-0069 KB outro s(a�Pill arGroupFL.com www.Pi1larGroupFL.com J From: Glen Clegg [mailto:GClegg@fire.zephyrhills.fl.us] Sent: Wednesday, February 25, 2015 4:20 PM To: Kevin Boutros Cc: Daniel Spillman Subject: RE: station 2 gas line Looking like Thursday or Friday next week at earliest, they are going to call me back with date and time. 2 Glen Clegg, Assistant Chief Zephyrhills Fire Rescue , 6907 Dairy Rd. Zephyrhills, FI. 33542 �cle��@fire.zephyrhills.fl.us 813-780-0041 Station# 1 Please Note: F/orida has a very broad public records law. Written communication to or from city officials regarding city business is public record and open to inspection including names, addresses,and email addresses. Therefore,your email communication may be subject to public disclosure. From: Kevin Boutros [mailto:KBoutrosCa�PillarGroupFL.com] Sent: Wednesday, February 25, 2015 11:05 AM To: Glen Clegg; Daniel Spillman; Shane LeBlanc Cc: 'Peter Rechdan'; 'Kevin Boutros.' Subject: RE: station 2 gas line Glen, Thanks for the update. Has the company been selected for the gas installation and if there a date of install scheduled as of yet? Thank you, Kevin Boutros—Project Manager Pillar Construction Group, LLC 1312 Bowman St. Clermont, FL 34711 P 352-394-1032 F 352-394-1794 C 352-636-0069 KBoutros(a�PillarGroupFL.com ' www.Pi1larGroupFL.com From: Glen Clegg [mailto:GClegg@fire.zephyrhills.fl.us] Sent: Tuesday, February 24, 2015 9:15 AM To: Kevin Boutros Cc: Daniel Spillman Subject: station 2 gas line We have finally received quotes for gas line and have began the process of setting the chosen company as vendor with the City of Zephyrhills.This is usually a quick process,and then we can schedule the install.Will keep you advised as information becomes available. Glen Clegg,Assistant Chief Zephyrhills Fire Rescue 6907 Dairy Rd. Zephyrhills, FI. 33542 gcle��@fire.zephvrhills.fl.us 813-780-0041 Station#1 3 Please Note: Florida has a very broad public records law. Written communication to or from city officials regarding city business is public record and open to inspection induding names, addresses,and email addresses. Therefore,your email communication may be subject to public disclosure. � 4 If you can give me a list, I'll forward to the contractor. Thanks, SH��LP.f3l.a.v�.c� Public Works Director City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 O: (813).780.0022 x 3561 M:(813).714.6293 F: (813).780.0025 � ��.�.,..� I�''�r,�r�c 0 "Com�nitted to�Ex,ceCCence" From: Bill Burgess I . Sent. Friday, November 15, 2013 3:00 PM To: Shane LeBlanc Cc: Jacqueline Boges Subject: RE: Fire Station Remodel Shane, The contractor has some outstanding requirements on his end, but yes it can be pulled once he takes care of his paperwork. I have copied Jackie, so if there are any questions concerning the contractors paperwork she can advise what is needed.Thanks, Bill From: Shane LeBlanc Sent: Friday, November 15, 2013 1:29 PM To: Bill Burgess Subject: RE: Fire Station Remodel Bill: The SWFWMD requirements are satisfied. Is it to the point where the contractor can pull the permit? Thanks, Ska.H�Le.f3l.a.vu�, Public Works Director City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 O: (813).780.0022 x 3561 M:(813)J14.6293 ' F: (813)J80.0025 dl��yb//...yyy6Hawqf , � Y��� V� � "Committed to ExceCCence" 2 From: Bill Burgess Sent: Friday, November 15, 2013 10:14 AM To: Shane LeBlanc; Verne Riggall Subject: Fire Station Remodel ' The building department has completed our plan review of the fire department remodel. As we were not part of the final architecture review committee we can only assume all city requested items were addressed.Submitted building plans meet required codes. Energy calculation�have not been submitted and will need to be. Chief I have included a note that automatic fire sprinkler plans/shop drawings would be separate from the current submitted plans.Shane, I believe you said SWWMD requirements have been satisfied? William A. (Bill) Burgess Certified Building Official Certified Fire Safety Inspector Director of Code Enforcement City of Zephyrhills ,._ ,�, e. 3 t i. . '�:. :... ��� �. ... . J i .. �..s���-... .. .. _ •.�. 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'�%��:.. _y.fMt1'Risj•.l��.C•��� i �'���5/ �f� ��L.".l�L��► '�� ��� �[l�� -r'"'^�.i;l./:.�� _.r!�'.•-:r�F? !�i, i.��Ct�i.�'C+I�•-s� .,. _. : � . . .�., . , ._ i, — :.� � ......t... ..�„ �_ . . w .,.. . .�. ..e �.x ..r'_ y,'.. .. NOi10E OF DEED RE$TRICTlONS: The urxlerelgned understar�ds tlmt this perrnit ma�►be subject to"deed`�estrictions" wht#�may be mare restrictive than Co�tt�fY r+e9uta6ans. Tl�e underslgned aaaumes respansib�ii�r fiar compltance with arry APPlicable d�ed restrictlons. UNLICENSEp COAITRACTORS AND CON7RACTOR RESPON819U.ITIES: If ihe awreer hes hired a contrat�ot or catfrat�s ta tu�detlaks tivoric.lt�eY cneY i�reciut�ed tio be 1��d in at�rdance wtth st�bs arld locel tegulatians. If the coMract�r Is not ficer►sed as required by�w,bdh the owner and c�ntr�Or may be t36ed f�a misdemeenor violatlon under stete(ew. If 1he awner or frnended wntrac�r are unoertafn es to what Ilc�nsing requaerr�erKs may apply far the ��eruled wark,tl�y are ad�rised to c�s�tact the Pasco Cou�yr Btdid�ng tnspecBOr�O�v[ston—Ucer►s9�Sectton et 72T-647- �d8. Furthermore, If the owner ha8 htred 8 cantr8t�or or oantra�� he is advised bo have tlre Condaaor(s)stgn portians of tlte'contrac�tor BIorX of thls appliptlon for which they w11 be responsible. If You�as the owner elgn as the cattttador,tltat may be en iruiication thsi he is noi properiy 1loettsed end ts rmt entiHed to A��9 P�eH�1n Pasco County. TRANSPORTATION IMPACTNTILRIES iIYIPACT AND RES4URCE RECOVERY FEE$: The undersigned undera�ds that Trans�►ortaHon Im�Fees end Recourse Recovery Fees rnay eppty io fha constru�ian of new�,char�of use in e�llr�butEdtn�e,ar e�aruian of ex�#!n9 bvilt�r�s,as spedfied in Pasca Cctunty Ordi�ance number 89-07 and 90-0T,es amended. The underslpned alao ur�derstend�,that su�h fees,as mey be due,wfll be tdentlfled at the dr�of permftllr�g. It is furlher u�►datsUood that Transportfltia►Impact Fees end Re�WCa Recdvety Fees must 6e pa�ptior to reae�ving�°c�ertlfl�of ocatpartc}�'ar iir�i pawar�ease. If the prajed daes not tmroive a aerUfk�of axupanaN or flna)prnnrer release�the iees must be�id prk��pemrlit issuance. FuHhermcre�if Pasca Camty Water/Sewer ImpaG fees ate du9,t#►ey must be peki prior to permit jssuence In acxo►dar�e vvhh�pliCable Pest;o County ondinanoes. CQNS7Ei�G7H?N LIEt+t CAW(Chapte�7�l3,Flor��81eWba,as a�nded}: tf vaiuetion of work t�$2.5QO.dD ar mas.! certify ttmt t, the sPPGcerK. have been provtded with a copy ot tl�e 'Fl�lda Cot�sin.N�ion Lten t.aw�—Ho�awr�r's ProteCtion Guide"prepered by the Flt�ida Departrrterrt Of A(�riouilur�e and Coasumer AfFalrs. If the apppt�nt is aonleo� other than the"awr�",f certiiy thet!have obtained a capy aFfhe�above dascribed do�uniarrt and promEsa in paad feifb to deCitfier It fa the'bv�r►er"priar to commencement. COHTRACTOR'S/OVVMER'$AFFlDAYR: I certlfy that all tha iMartnadal in ttiis apPQcatlon is ecaaa0e an�i thet ap work wlll be done in cempAanoe with ell applicable(aws regulaBng aon8tructlon,zoning and letxl development, Appkc�(s hereby made#cr�t�a petmit#�da wark atzd IrssGailaEi�on as IcEdlcaRed. 1 certify that no wodc or Er�s�i�tian has aommenced prlor ta issuanee of a permR end lhat aV woric wIN be perfrnmed to rneet stendarc�s of all laws regulatir�g cor�Eructlon, CourRy and Ciky oodes,zoning regula�ons, end land�velopment�egulatlona In the JurtssUctlon. !also oertify that 1 understand that the regulatlor�s of other povemmeM ager�des may apply to @ta Infiended wcrtc�and titat[t is my responsibfliiy to tdentt�yr what actbns I must t�ke to be in oompliance. Sud�a,gencies Inciude btit are not limited M: - Deparbnerrt of EmkonmeMal Protedkn-Gypreas Bayhe�s,Wetland Areas and ErniraimenteEy Sert�tive i.ends,WelerNVast�wst�Treatrnent - Southwest Fiwida Weter t�+lanagernent d�tttct Wel(s, Cypress Bayh�eds, WeNand Areas, Aitering Wateraourses. - MnY Corps of Engln�rrSeativsUS,Decks.Navigable Watetways. - Departmen#of H88tth$c RehabH'rtatrve SeNioestErnlronmea�tat Heaith Unit Wel(s, Wsstswater Treaimerit, Septic Tenks. - US EmrimnmeMel Protedian Agency,Asbestas abaUament - Faderal Aviation Authcdtyr-R�mvreys. I understar��at the followtnq ra�ridlr�s apply to the use of flll: -- Use oi fi1!is not al�rw�ed in Rood Zone°v'un�a exppessly permitted, __ tf the fl!i roateris! is to be used tn F"k�ad Zo�°A", ft ia uc�erstood fhat e tiratcs6ge pfan sddrass�g a corr�ensatlng+rotume"wii�be sudrrtltted ei flme of pettnittlng whfch is prepared by s professlonal engineer Iloer�sed by ffie State of Florl�. - if the flti maferial is to be t�sed ln Ptood Zoste A"M cottnec�n wtth a pemtitt�!buRdit�usin8 s6es►�walt . eonstruc8on,t certFty that fitt witi 6a used cutiy ta fifl ihe area w(th�Uie sffim waU. - ff fiU mat;erial is to be used In any erea, I certlfy ihat use of such fril wiq not adversely afiect adjaoern properties. !f use of RII�fausd to aslversely atfect adJacant propertles,ihe owner m�y be dted for v��ating tl�e oondttbna of#he builc�rtg�rmlt Iss�ed u�er the attached perm(t apppc�#ton�for bte Eess ft�n one{1) acre whfch are eleveited by dll,an engineerei!drainage plan is requlrod. � H I am iha AQENT Fdl2 THE OYYNER,l�omise h►good fafth O�inform tha owner of tlie permitt�g condltlons set iaAh fn thEs siiiclsvlt pttor fia cammendr�g cansbrut�o. (undet�r�#�et a sepsrate permlt may be requtred for elecfirk�?work, piuml�ng,aigne,wells, pao(s,elr mr�lid�ing,gas,w other insfaliations rmt apecifi�lly Induded in the app6caUan. A permit Issued shall be cons�ued to be e Iloense in proeeed.with the wak and not es authortty to vi�ate,cano�,aker,or set aside any pr+avLsfcns of the techolcat'cedes,n�shaH fs�rx;e o#a petmit prevent t1�Su�d�np Of�ciai fram the�+Eafter � requirir�a correc�ton of errors in ptans,construt�lm or vtdations of any Codes. Every permlt issued sheli bec�ome Jnva➢d ' unles9 the wark euthorired by such permit Is Ct�nment�c!witl�in six monU�s of permft Issuance,or If w�k authori�ed by ihe pe�mft is suspended or abandor►ed for a periad af s�s{6)monttrs afler the ttme the�rk Ia commer�ced. An eacte�.sinn rt�y ise requested,in writin8,ft+am the BaRding Oflidal iDr e pei{pd rrot t0 exoeed n}nety(SO}days and will demonstrate justlflable cause for U�e extension. If work oeasea for nlr�ety(90}consearthre days,ihe�b 1�oansidered abandoned. � WARt�tING 7Q OVItNER: YOilR FAtl.tlRE Tfl RECORD A NOT[CE O�COI�iIMENCEINENT MAY RESU�7 tN YOUR PAYING TWICE FOR WIPROVEMENTS TO YOtIR PRQPERTY. IF YOU IM'END TO 067AIN F7NANCIMQ,CONSULT WJTH YQUR I.EdDER OR AN ATTORMEY BEFQRE RECORa1NG YOUR NOTICE OF COMMENG�MENT. FtOR1aA JURAT(F.S.1t7.D3) OWNERORAGENT ' CONTRACTOR �JPcZ....fiar �Z---xQ'�3 Subaerided end awnm tn(or atfirmed)bel'ore me tl�fa Subsa7tred And sw�n�,(or eHitme�ef ore me tlib 6y by !C�.:..,. S'4es.r�tos Wbe ia/ara per�onelry knmvn to macr he�sMceve producad Who Lasre pereonaUykcroun to me or t�aslFmve produaatl �a tdenU�icetlon. "�'"^— as IdentiBced�. NateryPubl7c �"... 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'� � t� .S�-�. ar. _� .I ' i,_„� rr.�aao�. 4 � � "a.,`e'm"�i�-� 1P'.�. : .e.,b.aa, ��,•"•.�N�w°v5a-�-+5:k'61!r a�.�a�:ti Tibi:.:Z�r� 'il.trt�9A%�'_.=�.,:.�d���.: .:;t{�!}elfEl4�'l�3JiT��6.�(/118T1,ICCfklli!�t'41}��l14At;'.4i1i16"fBtF+.1{ °m'�-'>'T.� ►.qs?i l7!B-',.tU,s,f�.�M s.`.�_/�}6�Ty SI I j'!i7:.'�E''�iw;117 F�sJ i.�..a�E�e�fi; �''-_.8.'lsn�iti�ee�rt� �e$p"re,76ye4vem,=an�Ci'at^ �s�,ye,twb++u."'-'.trt=>+oi.�,a-�� �:+,,qfr:.na..a,�El+n�.tansta-NS�r-._.;y��.a-^t<a ' C':=�:r ..i�Jjt��a;..-rWa+n►R6-'..y�i��aeaill:>sW�+�N<t�.MV�9v�yrr,-,c+.u...ev�tic9M�..-,.a..+_a_.. ti>,,.a,��Sr7s,.s..-...Y,se.v�.�:a;^,w�-:�--;,a�>.c�•,-��..w�ww►sq,..�•.s�+�,a.w La�.a.ry:.}�J'a�y�g�!M�#t�wA.�a tc y_=r{'i+'-�-��I'Y:-•••,,r,=�;�a.c'wa�P-w��.s p-n st'S'!� &•.: r_wi z� �e+.pr�.!4+�J L'%�7�p�"f7Y. � .� ._'?'ttaaflt'.KY7_mE'�°�'Ri's!lSY�i$�°�.�.:w g.-�Di.i�>.-..�v1�J..t_.:L-:.i-:..�.law..:��i+�id%o=a-A..ww.s-y,tsar-e.-t-.u►s..aA,.r„P. �..i.?,...4# MGqr:a � Tar,Y.ja}j..r...r.'. `?f'�..,4'_fyls:_�.16,ia�'"mr8Y ��'w+•+a s@-<<'awi'44s�a3�,M.W►:t�+'w.'�G�+w�+V'4 bo�n.b�R,.tie.,.to.'.�r�=,.�+�+.�...�r�lA��*`'�: i3S!�t..,iiy� " _=e_v 3s ti k...:y�s:3.f a...U4�[i=jraata,a;n.s=�«s...;.v 1at 4.i..,.+Nn o..»r..... _ Y�.,i?,':=rE s+^ .A;1T+�ILIe'�•��l"�%'�'A.:,:Je�4L :ehyf�'�:a81:�,: .r..:.¢�r''e.i..g w..---4 P.-r_aky°r`*°t 6p..' �I7..9:1�'3..�eM1'e�<o! 4�r.�......�.w v»e�.i� ew!vr�•- -_r.ad►�,t` r�`"������°�i�� � ���p�� GENERAL CONTRACI'ORS CONSTRUCI'ION MANAGERS Gentlemen, I, Richard K.Shannon,Vice President of Williams Company Tampa, hereby authorize the following individual: Duane Miller with power of attorney to sign in my behalf during the period of D�GEW►�i�Ve- ��- ��13 JV�y l 2b�� under my General Contractor's License CG-C1514833, to obtain the necessary permits for the following project: The Commons on Pretty Pond,Zephyrhills, FL WILLIAMS COMPANYTAMPA i��� Richard K.Shannon,Vice President STATE OF FLORIDA COUNTY OF HILLSBOROUGH The foregoing instrument was acknowledged before me this 12/12/13 by (date) Richard K.Shannon ,who is personally known to me or who has produced ers nall kno to e as identification and who did (did not)take an oath. Notary Public, Commission No. FF025341 :���n+�y,�: MEtANIE A RAMBEAUX :t. ,.: MY C�+IMISSIflN i FF 025341 �--�ir, a: EXPIRES:August 14,2017 '•'•�N����� Bonded TIw Notazy Pub6e Unde�w�ifers (SEAL ABOVE) Melanie Rambeaux(Name of Notary typed, printed or stamped) 5402 BEAUMONT CENTER BLVD., SUITE 114 I TAMPA, FL 33634 MAi1v: 813.418.38101 F.vc: 813.418.3819 CLIENT SERVICE ➢S THE FOUNi�ATION OF OUR BUSINESS � WWW.WILLIAMSCO.COM Jacqueline Boges From: Shane LeBlanc Sent: Friday, November 15, 2013 3:28 PM To: Jacqueline Boges; Bill Burgess Subject: RE: Fire Station Remodel Jackie: FYI...Contractor info... Michael Boutros Pillar Construction Group, LLC 1312 Bowman St Clermont, FL 34711 P 352.394.1032 F 352.394.1794 MBoutros(a�PillarGroupFL.com www.PillarGroupFL.com �� PI L_LAR � ��� ''} .co,vsT{eucri4:.t;r�qui� Thanks, S Itia.�.e. Le.f3 La�we� � Public Works Director City of Zephyrhills � 5335 8th Street Zephyrhills, FL 33542 O: (813).780.0022 x 3561 M:(813).714.6293 F: (813).780.0025 �m�� /°w _ Br�►� - ��z "Committed to�ceCCence" From: ]acqueline Boges Sent: Friday, November 15, 2013 3:06 PM To: Shane LeBlanc; Bill Burgess Subject: RE: Fire Station Remodel WHO IS THE CONTRACTOR FOR THE JOB? See attachment for registration information SHANE MAY NEED TO ALSO CHECK WITH BEVERLY SHE WAS QUESTIONING ABOUT ME YESTERDAY ABOUT THE PLANS SOMETHING TO DO WITH THE GRANT PART..... LET ME KNOW. Thanks jackie From: Shane LeBlanc Sent: Friday, November 15, 2013 3:01 PM To: Bill Burgess Cc: Jacqueline Boges Subject: RE: Fire Station Remodel 1 , ° City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: � � � ��� � ,( � Site: �� 7 � ""Tl�l-3 f"f�Z ��7� 2 -� , Perniit Type: Approved w/no comments:❑ Approved w/the below comments: '�' Denied w/the below comments: ❑ � � ������ - �� , �JS v � �7 c�/L �� S �i.�(f��,� � � ^ t� c.j�r/�.P �'z�-- � -��' /��` This comment sheet shall be kept with the pernut andlor plans. C � l � � i3 , B 1 Burgess—B 1 Official ate Contractor andlor Homeowner (Required when comments are present) City of Zephyrhills BUILDING PLAN REVIEW COMNiENTS Contractor/Home owner: � //�� Date Received: �"'Z�—�7" Site: �� ��l � ��� '�'""� ' � �S ' Permit Type: � �'� - �r��t2c� 1/�-�%�- Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ � This comment sheet shall be kept with the permit and/or plans. � , , �� � � 2��� Bill urgess—Bui ing Official Date Contractor and/or Homeowner (Required when comments are present) _....__...._.._.. ....... ......................... .---------....__...---.. _...._._. .._....-----.. _.. _. _.._._._._.._.._. _..._...._.. _.. .._....__....----.. __....__..__...._.. � � � Letter of Transmittal � ���� j Project#: 11DB-05-08-61-02-PS14 Date: 04/25/14 � ��r�s�� � Project: 11-13-07 Fire Station#2 � Transmittal#• 10 i / /'� GRi7,P M�tl ; � � OurJob#• 50041 � .�-°°°� i `� i City of Zephryhills � �--°� � Shane LeBlanc � Reason: As Requested � 1312 Bowman Stree � 5335 8th Street Sub'ect: Clermont,FL 3471 ? 1 Signed and Sealed Truss E , Phone: (352)394- 32 ; Submitted By Kevin Boutros � �Zephyrhills,FL 33540 ' Fax: (352)39 -1794 s ¥ Phone: (813)780-0022 Fax: (813)780-0025 ��� ���..������.µ��r� We are tr smitting the following to you: Delivery Method: Delivered by Contractor Addenda ❑ Architectural Drawings ❑ Change Orders �❑ Insurance Certificate ❑ Letters ❑ O&M Manuals ❑ Plans ❑ Prints ❑ Product Data ❑ Samples ❑ Shop Drawings ❑ Specifications I ❑ Submittal ❑� Engineering Drawings _.. ._._.--. . ._ _....__.. .___.. __ _..._.. �Copies;Date �Description __..._._._x__.__,._.__._ _.. ...... _.....__..._______._.� i � 04/25/14 �3 Copies Signed and Sealed Truss Engineering . . _.. _.. ._.. __...._....----...__.. _.._.._.. _...._.__.._ _.. _..._.. ?� �Remarks:� �. �, �. .�. � �....�._..�.��...,___i ����- �-�C� c� �.v� ���'� 3�2- �� y - I � � o Received by Date � � Copies To: Contact � � Fax Number �� � Email � ��; ... _. ..� _._. y.__....�� r..a.,w...._.p.�.....�.a..o.___�.�...._.,_,...e.�.e. _..,... -�`--....,.._.__ .,��.._._,_....�._.�._ ..�..M.,�...._.�,....�..�,__.i F .._........_.._.�....,.,.. .. �......._....................................M«�..... �-'--,,. ,..,....�.....,............,.. ..�...............,..� ....�.,�.....«w...�....... ................�.........�............�.. �����.�.�.,................... .....�� ........,.a.,.,......,a..,.a......,..m..,.,o,..,..�...._..,..,.................�.....«.. .�..«��,m.e...,...�.-..-«�.r..,.�..........6�N�....,�...�.�,,.,......•...,-.�.....1�....�........�...,�,�......�^............,..�. �.....> �F Form:Trans#1 4/25/2014 11 43:09 AM r - �Buildin ITW Building Components Group, Inc. �!. ' � 1�389 Lakefront Drive Earth City,MO 63045 (3l4)344-9121 ,;o.rr�ponents Florida Engineerin�Certificate ofAuthorization Number 0 278 :�,�' Page 1 of 1 Document ID•l VS 16384Z0128094I32 .`-�roup, Inc. , , Truss Fabricator• ROmdC �Umbel' TransmittedFrom: rdfldy.bel'fl50fl@I'OmdC�Umbf?1'.COm Job[dentification. 66-Zephyrh1115 Station #2 -- , ** Truss Count: 25 Modeicoae: Florida Building Code 2010 TrussCr�teria: pI$I $100-2007/S2-10/FBC201000m E���Ree���gsofcWare: Alpine proprietary truss analysis software. Versions 13.02, 13.03. Structural Engineer of Record: ° Address: ' � � Truss Design Loads: ROOf - 5O PSF ;�'= ~/% � �" ' F 1 a o r - N/A '//L �S'i'i��'-"r�'`;. Wind - 149 MPH (ASCE 7-10-Closed) -�'�' ���� - _ ��` �"; , -,� � - _ , ,� _ -;_- _ �- Notes: _ ' �� - ; -- 8ry'�n�-Carrpti - �, � 1. Determination as to the suitability of these truss components for the �=-Ta,ss;lJesigntngiY.eer- "- � structure is the responsibility of the building designer/engineer of •- -- ;._ -�� '- . �" � 2. AsCOS�io�naondat�ac�ied�drawi�igOFS�he��r�awhn�tnum�er is preceded by: MOUSR6384 -� =�' � -�13�89'Lakefront Dr_-,.;�% 3. The seal affixed hereto indicates acceptance of professional engineering Eart>>c�cY_Nio�E;o4s- � _ 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 supervision. This bound document is no longer valid if any modifications are made to it. Details: TSO11-TS004-TS004A-TSOl1A-TS016E-TS006-TS022-T5022A-TS023-TS024-TS025-TS0258-TS025C-TS025D-TS027-T5027A-T� Submitted by BWC 09:41:04 03-28-2014 Reviewer: BWC 88 �# Ref Description Drawing#__Date j , 1 40650--T18 14087008 03/28/14 � ; 2 40651--HG6 14087007 03/28/14 � � 3 40652--M11 14087022 03/28/14 i ; 4 40653--M9 14087021 03/28/14 i i 5 40654--MG7 14087020 03/28/14 ; 6 40655--HJ6 14087005 03/28/14 j , 7 40656--HJ7 14087019 03/28/14 � � 8 40657--EJ77 14087018 03/28/14 i ' 9 40658--CJ55 14087017 03/28/14 ; � 10 40659--CJ33 14087016 03/28/14 � � 11 40660--CJ11 14087015 03/28/14 � 12 40661—CJ28 14081004 03/28/14 i � 13 40662--CJ18 14087002 03/28/14 j � 14 40663--EJ6 14087006 03/28/14 ; ; 15 40664--CJ4 14087003 03/28/14 ! � 16 40665--CJ2 14087001 03/28/14 � � 11 40666--K1 14087010 03/28/14 � 18 40667--M2 14087023 03/28/14 ; � 19 40668--M1 14087011 03/28/14 j � 20 40669--C1 14087009 03/28/14 � � 21 40670--k33 14087013 03/28/14 ! i 22 40671--M3 14087014 03/28/14 � ' 23 40672--C11 14081012 03/28/14 ; � 24 40673--FT1 14087024 03/28/14 � ', 25 40674--FTGE 14087025 03 28 14 ,� ----------- --- -------L—J--� - / , li�� Building %`�'�� onen4s ,,.� ..� g� ,..... �' �s3>a�o�p,;ln�. L _' _ - ----- - - - ,t���lllt,/�(JI��/j///i� ,��` {,l.''',�,��, . ��/(/;. __ .' ,�,;l ! I�(!I'I(�`r' ��t;, ,,� , ,�i��',i�_ r�� 1," �; � �' ' > ; J, � , I(�,' ti�;�;��1' ,� ��� _—•i% � ��� If�L�� ,'` t�,) i�1`1 _ '/r,- � � '�����,J ii� _� // ���1� �� ° ���/��I �������i�iiiii F_ �+ � c �� ITW Building Components Group, Inc. � 13389 Lakefront Drive Earth City,MO 63045 (314)344-9121 Page 1 of 1 Document ID�1 V516384Z0128094132 � Truss Fabricator� Romac Lumber JobIdent�ficat�o�: 66-Zephyl'hllls Station #2 -- , ** Modeicode: Florida Building Code 2010 TrussCriteria: AISI 5100-2007/$2-10/FBC2010Com En�;�neerin�sot'cware: plpine pr'opr'ietar'y tr'uss analysis software. Versions 13.02, 13.03. Truss Desisn Loads: ROOf - N�/1 Floor - N/A Wind - 149 MPH (ASCE 7-10-Closed) No[es: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of 2. AsCOS�iownaondat�ac�ied�drawIhgsI �he°drawTn���u�nb�er�T�s pre�e�edg6y: MOUSR6384 Submitted by BWC 09:41:04 03-28-2014 Reviewer: BWC BrianCarron Revised Trusses Ref Descri tion Drawing�. Date 1 40655--HJ6 14087005 03/28/14 2 40656--HJ7 14087019 03/28/14 3 40658--CJ55 14087017 03/28/14 I 4 40661--CJ28 14087004 03/28/14 5 40664--CJ4 14087003 03/28/14 6 40668--M1 14087011 03/28/14 7 40670--k33 14087013 03/28/14 � 8 40671--M3 _ 14087014 03 28 14 , �; , .. � THIS DVIG PREPARED FP,OM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR (66-Zephyrhills Station �k2 -- ** - T18) Top chord 43TSC2 75 1.Sx2.75-43-55KSI Fasteners=14AMD Circles show the min no of blue 14AMD61 25 fasteners and Bot chord 43TSC2 75 1 5x2 75-43-55KSI squares show the min no of red 14AMDR1.5 fasteners per member See OWG TSO11 Webs 33W.75x.75 75x 75-33-45KSI for detalls W1, W% 33W.75x1 5 75x1 5-33-45KSI - (A) 33TSBUC3 5 20ga Bent-U connector required Square indicates min fastener 149 mph wind, 33 98 ft mean hgt, ASCE 7-10. CLOSED bldg, not located within 4 50 ft qty. thru connector overlap See drawing T5004 for peak connector detall, from roof edge, RISK CAT III OR IV, EXP B, wlnd TC DL=5 0 psf, wind BC DL=5 0 psf GCpi(+�-)=0 18 Wind loads and reactions based on both MWFRS and C&C Left and right cantilevers are exposed to wind In lieu of rigtd ceiling use purlins to brace BC @ 48" OC Bottom chord checked for 10 00 psf non-concurrent live load Deflection meets L/360 11ve and L/240 total load 0 1 A) c 1 1 w 1 � 6 6 6 6 � 1 1 1 1 4-1-12 � � � � 5"12 W 5"12 � �i iii �i � � 0 �2-0-0� �2-0-0� L t�tt�9tflPli���, �— 13-4-0 Over 2 Support � , P �� /�,p�P R=623 U=278 1J=8" va�����a��,3���'�1+�=r�p�'r RL=98/-98 �°``Q7 •° �' � °o��i v � � � Na, 7G�45 b °. GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10 e � �1��0 .,�'1�' T�:1 FL/-/4/1/-/R/- Scale =.5"/Ft. **WARN I NG** �kII55CS P.CLIIIP.E fRAEllt caee Ip fatlP,ICFIING.HANp11BG, SIIIPP1111i. 1115ftILIN1: w 0 �� TC LL 20.0 P$F REF R6384- 40650 � AND OY,ACINL. IINLC55���IICY.IIISC INOICnICi�, InP fllnitlt SII.LLL IITVL I'M,nPfY.LY Tilnf.Nll1 STI:IIr,�UkAI STATE: OF A T �� P0.11EL5 PHO BOi7011 CIIGRO 511tLL IIAVE a PP.UPCVLV ofT�[IIEO Y.IfIU CCILIIIti. d�•� O [��v TC DL 15.O PSF DATE O3/ZS/14 I �-� �r��° F/ r]1 A ° �`�va 'j'RUSSTEEL �*IMPORTANT** FUP.IIIS{IAfPPY��fiNIS1iLSIGN ��IIIICINSinLLAIIJNC�INik�CInF tlI�AClqf. ��Y�+C�� `Or'\1� p� \`1q BC DL 15.0 PSF DRW MOUSR63841QOS�OOS I IIEPICTEU aq iN15 UESIGN IS ONIY FUP. Lh7EPAL SUPPOCi UF IPIISS IICIIBCItS iu ACDVCC IIUGY.LIIlr�LENGiIIC ��,��� p � de {�(� p p (� ALL DESIGN. FIiAf.11N[I!T aN� INSiTll41101!n( TEIIPOP.ARY nll�PEPII411CHT 6P.AlINf.. 1�P.ESI51 LJiER?L �d�df� �O N A� � t`e1' "" L L Q.� P S F MO-E N G UW C/D W l. � (DPCES RN�Ii01.0 TP,U�SES PLUIItl, SNaLL PC IIIC RCSI'ONSItlILIfIOf�IIIfRS, fTl!BUILf11Nf,CUIIP011CIII5 LNUIIP � �1d!!lN���8�Z014 TOT.LD. 50.0 PSF SEQN- 13580 ITWBuildingComponentsGroup��IIC. �NC SIIALL NOi BE kESY0N51B1C fOk AIdV OEVIATION FIIOM TNIS I�ESIfN UR NaNULiHG. SIIIPVINf., INSIALLINb E�AII Clty,MO G3045 AND BRA[ING Of iPUSSCS. 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J.D �y-31 7�[100:� lU PLF C 2 0 Lo 10 @ 11 7 [w26 7][ OX� 8 PLF CP ll.l lo A C 13 7 �Y'3l 7�[1005� I 10 PLf C�11.J [0 10 @ 13 7 [Y"2fi 1)[ O%] 74 PLF(�9 0.0 la 3A t? fi 7 [Y"3ll.Ei�[ 0^� � �r9# 1 Vert.R= 1.8 p Ilor R= 97 9p 74 PLF C 5 7 Lo 3A C 11.7 [y-3ti.UJ[ OY� Org.� 2 Ver[.R- Ifi5.2,y Ilor R= -O.O,y 30 PLF @ 0.0 l0 10 @ 2 0 [y=26.7�( 0:� , °_`___°.'.".__`.' °.°.n.' "°.'__._.e-_._.°.".` 3D PLF @ 2 0 l0 30 @ I1.J lY'2G.71L ��� . �MWFRS ASLE Perp/Rr J[OC 2d.00][A51 1 00][IIM 1] 70 PLf C ll J l0 70 l?I.t J [y=2fi.7][ OYJ 13 PLF @ 6.7 Lo 13 @ 17.3 R [y-32 1][IOOL] 13rg � I VerL R- 230 0$Ilor 2= 72.8g 14 PLF @ 0.0 l0 14 @ GJ L [y-75.8][100X� Brg a 2 VerLli- 275 I �Ilor 2= -0 0� -8 PLF @ 0.0 to -8 C 2 0 [y=31 7][100X1 ='-'.-.. ___ •-°-__ _ -._-'-- "-_°-_-' '-' 21 PLF @ ll.7 to 21 @ 17.3 [y°71 7][100XJ [NWFRS ASCE PrpO/It�+�[UL 24 �0][M151 1 00][HH 1� ll PLF @ 0 0 to 11 @ 6 J [y=78.8][ 0%� 2 PLf @ 6 7 l0 2 C 17.3 R [y�32 1J[100X� 11 Plf @ 6 7 to ll C U.3 [y°78.8J[ 05� 29 I'LF @ 0 0 l0 27 @ 6.7 L [y-35.8][100XJ io v�r c o.o io io c z o �y-z6 ��� o:� a rtr ca o o io a c a o �y-�i ��[mos� 10 PlF @ 2.0 l0 10 C 11 1 [y°26.7][ 0::� 36 PlF C•^ 11.7 l0 3f,ce 17.3 [y°71 /J[100:] 10 PL�l:ll.J to 10 @ 13.3 [y=2fi 7][ 0�1 3d PLF c. 0.0 l0 34 bo f 7 �v°7tf.iiJ[ 0:1 �rg� 1 VerL R- ]1 7 S IIOr.R= 97 9'� 34 PLf C 6 7 tu 34 a9 17.3 [y-78.8�[ 03� Iirg i 2 VerLR= 2J5.1 y Ilor.ft= -0 On 30 PLI C: 0.0 Io 30 C� 2.0 [y=Y6./�[ 0:� '_`.'.'.'."__.'.°."°_`_'."'° __- ,.a_=__.°.'.a 30 Plf Ga 2.0 to 30 @ II 3 (Y'26.7f[ 0%� [MNFRS ASCE Perp/R �J[OC 2A OOJ[A51 I 00][NM I� 30 PLF @ II.J l0 30 C I1.7 [y=Z�.7)[ OS� 20 PLF� 6 7 lo -20 @ 13.7 R [y=32 ❑[100K� Iirg }' 1 Verl Y.° 2U7 7;� Ilor.lt- 97 9� 29 PLF @ 0.0 La Z9 C 6 7 L (y'35 8][100:� Urg.�2 Verl R= J50.6 d IIOr.R= 0 Op a vir c a.o �o e e t o �y=3i ����ooxl <-_ =e e_-°-° °-- °-- _-_-_.°�-�-� --� -zt rir� n.3 io z��ta.� [y=3i ��[toox7 �nwves nsce r��u/u� ��uc zn oo��nsi � oo���iri �� ll PLF C 0 0 Lo 11 @ 6./ [y=30.0][ 0°6� 13 PLf C 5 / to 13 @ 1J.3 R [y°7Y.1][IOOYJ ll PLF @ 6.7 to 11 l 1J.3 [y-30.8][ OPC� 14 PLF @ 0.0 lo IJ @ 6 7 L �y°75.8�[100iJ 10 PLF C 0.0 to 10 @ 2 0 [y=26 7][ OS) -8 PLF l 0.0 la -d C 2 0 [y-71 7][100:� 10 PLF @ 2.0 [0 10 @ II 3 [y-2L 7][ OY] 2I PLf @ Il 7 lo YI(�e I.1.3 [y=71 7�[100Z� 10 PLF @ 11.3 [0 10� 17.3 [y=2fi 7J[ 0%I 34 VLf� 0 0 Lo 34 C� 5 7 [y°JB.U][ OY] 13rg.y 1 VerL R= 10 4 ,y IIOr.R= 72.ft'� 3A Plf L 6 7 l0 74 @ 17.3 [y-7�.8][ OS] 9rg.p 2 YerL R= -;5 5@ ��or.R= 0.0�' 3D PLF� 0.0 lo JO N 2 0 [y^26.7�[ OYJ "°'.°"'°°' °.°.`.°.`.°.` °.°.°.°.°.°.°.°.° 30 PLf 6? 2 0 l0 70 @ I1.3 [y°26.1�[ OS� _ [M4FR5 ASCE Perp/R J[UC 2A.00][A51 1 00][NM 1� 30 PLf ld I1 :1 l0 70 @ 17.3 [y=26.1�[ OtJ -5 PLF C 6 7 to �5 C I3.7 R [y=32.1][100%J 11rg p I Vcrl It° 7S7 't�I Ilor.R° 9/.9� ' 14 PLF @ 0 0 to 14 C 6 7 L [y-35.D][100XJ Org g 2 Verl R= SYO 6 p Ilor.¢- -0 05 -8 PLF� 0.0 to -8 @ 2.0 IY'll 7J[100X] ".°_.-._.'.e_ _._.�.__. �.�.,.°_'.'.__° '.° 36 PLF @ 11.3 to 76 @ 17.3 [y=71 7J[100;4� [HNFRS ASC! PrpU/R-tJ[OL 'IA 00�[ASI 1 00][IIM I] r !1 PlF� 0 0 to 11 @ G J [y=30.8J[ 0°L� 20 PLF C 6.7 l0 20 @ 13 7 N �y-7Y 1][IOOYJ ' I1 PLF C 6.7 [o ll @ 13.7 [Y°18.6][ OX� 29 PLF @ 0.0 to 29 l9 fi.1 L [Y"75.8][IOOt� io rir� o.o io to� z.o [��ze ��� os� e r�r c o.a io e c� r o �y�at ����oo:� �o c�r c z o co to e�i.a [Y'26 ��� os� z� v�r c ii.� io z��: i�.3 �y�3i ���ioot� io r�r�ii.s io io� u.a �y�rs ��� o�s] �n r�r� o.o io en c c � �y-ao.s�� o�c� I ' Urg @ 1 Vert.R= 59 fi p IIar.R= 72.B,y J4 PLF C 6 7 lo !A C 1l.3 [y=7tl.8J[ OY� Org.�2 YerLR= IA-0 y IIar.R= -O.Oy 30 PLF i: 0 0 l0 10 C 2.0 [y=26.7J[ OZJ � [(n���)Ifnu�ui[�[nis� zoo� ��118�45175/I [raqe z� 30 PL!U 2 0 lo ]0 c�II.3 [y�26.7�� OA� 30 I'Lf � n s io 30 @ 17.3 [y-zr, ��� ax� Brg y' I Vert.lt= 275.1 p IIor.R= 32.Oj� ° Brg �7 VerL R= 250 0,�IIOr.R° -O.Oa ^ ^ �rr�Fes�nsc� rrint���uc�zn.00��nsi t ooJ�rn+�iJ � -lA VIF(�? 6 7 to IA FP 13.J R [y-32 1��100,� x-:� -1J PLf¢0 0.0 [o IA� 6.7 L [y-35.tl�[IOOYj I H PLf P9 0 0 to 8 C 2 A [y=71 7�[100%� ll VL�C Il 3 [0 8 C 13.7 [y-71 7��IOOXj 34 PLF(^ 0 0 Lo 3A C 6.7 �y=78.8�� OY] 34 PLf h± fi 7 [0 3A C+ IJ.3 IY°�d�al� OX� JO PLI r_ o.o io ao� z.o �y-zs.��� ax� 30 PlF C 2.o co �o c ii.a �y�2s.��� os� ]0 PlF� 11.3 Co ]0 C 13.3 [y°26.7�� OX] Brg S I Ver L R= ]50.7� IIOr.R= -0 Og Brg p 2 Vert.Ra 35U.1 p IIOr.R- -O.Op [MN�RS ASCE Prl�t-j[OC 2A.00�[ASI 1 00�[HML1� 1 I'Lf C 6 7 ta 1@ 13.3 R [y-3Y l�[100X] 1 PLF� 0 A to 1( 6.7 l [y°35.8][100X] -s viF� o.o co e c 2 a �y-at ��[ioox� -a r�r� tt.a io e c ta.� �y-n ���tooz� 7A PLF C� 0 0 to 7d C 6.7 [y-3�.II�[ 0%] 3A PLF @ 6J to ]4 @ 17.3 [y°3f3.D1[ OXI 30 Plf @ 0 0 to 30 @ 2.0 [y-25.7�� OY� ]D PLf @ 2.0 to 30 C 11.3 [y=26.7�[ OX� ^ �o rir�?i�.a io ao e i3.3 [y-2s.��[ os� Brg a 1 VcrL.R= AJO.fi? IIOr.R= 0 0,? Br9�y 2 Vert R� d'L�.G p' IIOr.R- -0 On �wwves nsu rrio ���oc�zn ao��nsi i ao��rui i� I sn rtr e e.� io -sn c? 13 3 N �v-�z i��iooz� I -Sd PLF(: 0 0 lo �SA C 6 7 L [y=75.S��1005] � e ru�ao o.o io s� z.o fr-�t.���toax� � a rir a� n.s to s c i.�.� [y=�t 7��ioas� I �n rn � o.o io aa� e � �ya�o.a�� o:l I JA PLI (�P 6.7 l0 1A @ U.3 IY=7A.UJ� OXI I 70 PlF L 0.0 to 30 @ 2 0 [y�26 7J[ 0:� 70 Plf l 2 0 [0 70 @ 11.3 [y=2fi.7][ OY� I �o ru � ii.a io ao im t3 s �rzr, ��� ox� Brg r', 1 VerLR= tl5J (!Ilor.ft= -O.Op' I 8rg.g Y Ver L R= 05.7� IIOr.R� 0 0�, I �cxc�nsci 4iina ii ���oc'rn oa��nsi�t�oo�pin i� ni ru e�, o.o io ,n�v t.a �v°�� ���ioos� s�ru c e � io -sz� y.�a �y-3a z��ioo�,� Sz ru � o.a io -sz� �.o � �y=a3.e���oox� -A7 PLF C 3.0 [a -d3 tg 6 7 L [y-35.dJ[100$] -47 PLF @ 9 7 [o -A3 C 13.7 R [y=32.1�[IOOS] � 0 PLF @ 11.3 co e c�a.a [y=3i �]�ioox� 11 PLF(: D.0 to 11 l 3.0 LY'3D.BJ[ OX) I1 Plf @ 3 0 ta II @ G 7 (y-3F1.II�[ OX] II PLI"@ 6 7 lo ll C 9.7 [y=3D.8]� OX� ii rir c 9 � [o ti� i3 � [v-aa.e�� ox� �o N�r� o.o io �o c 2 0 �y=2e.»� ax� 10 PLF� z o co io e ii 3 [y-26.7�� ox� 10 PLf c± 11.3 l0 10 C�17.3 [y�2fi.7�� OX] Br9 @ 1 VerL R- 278.5 p Ilor R- 0.2p Brg ,y 2 VerLR= l23 8�Ilor R= -0 0� �ac nsr.i 4IinA Rl ���uc za oo��nsi i oa���u+ �� _ e rtr� o o io a�a z.o [r=ai ���ioos� � -d3 Pll h? 6 7 lo -d7 C 10.3 N [Y'73.8��100i� m -aa r�r� o.o co -n�e � � � (y��n 2���oox� sz ru � �.� co -sz� 6.7 L [y°35.8�[IODSJ -52 FLI"@ 10.3 [o -52 @ 17.3 R [y-72 l](100.] -41 PLf� 11.3 Co -A1 c:17.3 [y=71 7J[100%] 1I PLF� 0 0 to L@ 3 7 [y-3(1.0][ 0:] II PLf C? 7 7 lo II C� 6.7 [y=38.8�( 0".I II PLf @ 6.7 to II @ 10.3 [y^38.8�( 03� ii r�v c ia.s io n c i�.a [y°3e.e�( oz� io ru � o.o co io ae z.o �y�ze.��� ox� �o ru ao z o io io�n.a �y�ze ��� ns� lU Pll � 11.3 lo IO @ 15.7 [Y°2FiJ�� O:j Brg;� 1 Verl H= 1L3.8;�IIor.R= -0.2,;I Brg.y 2 Vcr L R= 278.i e IIOr.R= O.Og [CECvASCC Nind L[ v��OL 24vD0�[ASI61 oo��ni�i �7= sc rir c o.o io -sr,c 2.0 �yaai ���ioa:� 3G PLf @ 6 7 to J6 t@ 9 7 R [y-34.2J[100%] -Jfi PLf� 0.0 l0 76 @ 3 0 L [y=31.0][100X] -28 PLf C 3 A [0 2D C� 6 7 L [y-35 d][100Y] ', 28 VlF C 5 7 to 28 @ 13.3 R (y=72 I�[100:] , e a�r c i�.� io -e c ia.3 �y�a> >���oox� ti PLf c? o o �o u� �o [y=18.tl�[ o:� I Il PLF tP 7 0 to I I C� 6J [y-38.8][ OS] I n r�F c e � io n� � � �y-�e.a�� ax� � Il PLF @ 9 7 Ca II c9 IJ.3 [y°78.D][ OX] i io r�r� o.o co io c 2.0 [y-2s.��� oz� io Nir c z o co ia c ii.s �y=ze.��� os� I 10 YLf @ 11.3 to 10 @ 13.3 [y=26.7][ 0".� Brg � 1 Verl R= 208.6 p, IIOr.R= 0.25 I Br9:A 2 Ver[R`_'_57 A` Ilor_R=_." 0=Oq_L__ I [ChC ASCE Wind RL ��uc zn oo��nsi i oo][r+n �� I N PIF @ 0 0 [o -8l '2 0 [y-:11 7)[100:� I -28 PLI l G 7 lo ZU c?10 3 N [y=37.8�[100Y] z�t Nir�v o o co za e � �� �r=�a z��ionx� -3G I'Lf l: 3J to 36(? 6 7 L �y-75 8][]OU:� -36 PlF� I0.3 to 36 C 13.3 R [y�12 I�[100'q -56 PLF l9 11.3 to -55 C9 IJ.3 [y=71 7�[100X] i� r�r� o o io n c � � �y��t�.e�[ os� II NLf u? 9 7 Lo II l 6J Iri3tl.tl�� O:J ii rir c e � co u w io.s [r°��.ol[ o'�l 11 PLI l:10.3 l0 11 @ 13.3 IY=ld.B�� OYI 10 PLf G± 0.0 to 10(: 2A [y=26 7]� OYJ �o r�r c•e 2.o co to c i�a [y-25.��� os� �o riF � >>.3 io �o c�3.a [y-zc ��� osl Br9.�1 I Verl R= -53.9,y Ilor N= �0.2,9 Brg p 2 Vcrt It= 208.fi�Ilor R� �0 O,y �cxc nsc[winn�� �ol[uc zn oa��nsi i oo�p�n �� .0 ru c� o.o io -ni c� z o ���a� ����oo:� � -52 PLf� 6 7 to -52� 9 7 R [y=lA 2�[IOOSJ -52 PLf @ 0 0 [o �52 C+ 3.0 L [y=33.8�[IOOS] -43 PLf l 7 0 to -Al @ 6 7 L [y-35.0�[IOOS] �A3 I'LF"(9 9 7 [o �A7 @ 11.3 R [y�3Y.l][100XJ a r�r� ii.3 io a c:t3.3 [y=�i ���ioos� I �n ru c o o io �•+r s.o [y=18.b�� ax� ` 3d PLF"C �.o co 3a r: c i [r°3a.e�� os� �-i 3.i r�r� c � �o �a c �� �y-3a.a�� oz� � 3.i rit e v � co �a�u a lr-aa.elf o,l 3o rtr re o o �0 3o c? 2 0 �y-2r.��� oz� 3a r�r c z o io 3o cd i i.3 �y=zr,.i�� o�y I l0 NLf l 11.3 [0 30 ua 13.3 [y=26.7�[ OR� I I I(����11[e�rine��nisi zoo� ��n e��,ns/I [raee 3� Iirg.a 1 YerI.R- 7 0§IIOr.R- 0.2� Rr9.g 2 Vcrl.li= 151 7 s IIOr.R= -0 0� [ChC ASCE liinAvRl ��J(OL 2A 00�[ASI 1.00][I711e1] , 8 PLF f9 0.0 l0 8 l� 2.0 [y=71 7�[I002� d3 PLF� 5 7 lo -A7 @ 10.7 2 [y=J3.8�[100SJ �A3 PLF 0? 0 0 lo -4]@ 3.7 L �y=J4.2][100Y] -52 PLF(�? 3 1 lo -51 @ 6.7 L �y-35 8][IOOYJ -52 PlF @ l0 3 lo -52 @ 13.7 R [y-3"L.1J[100IJ ai r�F� i�.3 Lo -41 @ 13.7 �y-�� ���roax� 34 PLF C 0 0 Lo 34 @ 3 7 [y=38.8][ OY.� 34 PLF C 3J Lo 34 @ 6 7 [y-9f3.8][ OX� 34 PLF C 6 7 fo 3A @ 10.7 [y-78.8�[ 01� 34 PLf C ]0.3 Lo 3A @ 17.3 [y=J8.8�[ 0%� 30 PLF @ 0 0 to 30 @ 2.0 [y-26 7][ OS] 30 PLF @ 2.0 Lo 30 C�11.3 [y-26.7][ OXJ 30 PlF C ll.7 to 30 @ 13.3 [y=26.7][ OX] 6rg.� 1 Vert.R= I61 7 s Ilor R= -0.2� Brg q 2 Ver L R= 7 0 y Ilor R= 0 0$ I ► I I ♦)r • �i . THIS �41G PREPARED FP,OM COMPUTER INPUT (L0.4D5 & DIIIENSIONS) SUBMITTED BY TRUSS MFR (66-Zephyrhills Station �{2 -- ** - HG6) Top chord 43TSC2 75 1 5x2 75-43-55KSI Fasteners=14AMD Circles show the min no of blue 14AMD81 25 fasteners and Bot chord 43TSC2 75 1 5x2 75-43-55KSI squares show the m1n no of red 14AMDR1 5 fasteners per member See DWG TSO11 Webs 33W 75x.75 .75x 75-33-45KSI for details W1, W11 3341.75x1.5 75x1 5-33-45K51. (A) 33TSBUC3 5 20ga Bent-U connector required Square indicates m1n fastener Special loads qty thru connector overlap See drawing TS004 for peak connector detail -------------------------------------------------- TC- From 70 plf at 0 00 to 70 plf at 5 45 149 mph wind, 33 65 ft mean hgt, ASCE 7-10, C�OSE� bldg, Located anywhere in roof, TC- From 35 plf at 5 45 to 35 plf at 7 AA RiSK f.AT 1TT OR 1V, FXP fl, wind TC DL=5 0 psf, wind RC DL=5 0 psf ff.pi(i/-)=0,1A TC- From 70 plf at 7 68 to 70 plf at 13 33 BC- From 8 plf at 0.00 to 8 plf at 2 00 Wind loads and reactions based on MWFRS BC- From 30 plf at 2 00 to 30 plf at 5 40 BC- From 15 plf at 5 40 to 15 plf at 7 93 Left and right cantilevers are exposed to wind BC- From 30 plf at 7 93 to 30 plf at ]1 33 BC- From 8 plf at 11 33 to 8 plf at 13 33 In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ BC- 140 99 lb Coric. Load aL 5.40, 7 93 24" OC, all BC Q? 48" UC. BC- 127 63 lb Conc Load at 5 50, 6 67, 7.63 Bottom chord checked for 10 00 psf non-concurrent live load Deflec[1on meets L/360 live and L/240 total load 0 1 A) 0 1 A) c 1 l c 1 1 w 1 1 w 1 1 � � 6 6 6 6 � 1 1 1 1 � 3-5-12 � O O �— 5"12 W W11 5��12 � QQ ii iii ii �i � O O �z-o-o� �z-o-o—� � �qtl9Pfit►�/� �— 13-4-0 Over 2 Support � , h r R=893 U=488 W=8" �4,�`\`i��P�\f�``U�4J�r"tl v�'�///-'"i v 'V o o l� '�A � � No, 768�5 4 M GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10�� ��l1m�o � 7�•2 FL/-/4/1/-JR/- Scale =.5"/Ft. 'r'�WARN I NG** rr.usses r.�uuie�iria�nr cze� rn rae�;i��.nna. n+xouni�. smrviur,. incv.iiu�� o�� T� LL 20.0 P$F REF R6384- 40651 � AND BN4CING. UNLESS OIII[Y,IIISC i��oic„i�n. i�r[IInY.II Sll�ll NiV[ YY.nPCY.LY nii,cu�n srr.ur.rux�i r� TATE. 0 F � :�� �t�'� ° TC DL 15.0 PSF DATE 03/28/14 A T n7ATC e�,ut�s e�+o eunun omxn weu utvr 5 1'Y.UPEPLY>rrccFi[n r,ioio n ii iim. dd ��� e� v� Ni ,r11VL I ('�P r p(� C 7'RUS STEEL **IMPORTANT** FIIY.HISfI A LI�YY�F iIIIS�CSIfN 1�1 IIIC IHSfRLL(.IION[GN7RALT�p II�nCING ds+/���(�� `of�1�l".�C'�� `��` U1. DL 1J.� PSF DRW MOUSR6384 LQ�B���� IICPICTE���II�NIS pCSIGN I51�IlIY f�iR Ini(PFI SIIPP��P.T �tf 1PIISS IICIIPCP.S TO RCDIICC IIIICY.LINr,�EHflll� �d,�/f (J� •0 O 0 0� A\v,�� BC LL O.O PSF MO-ENG BWC BWC p(/, �+ ALl OESIGN. F7iACHNCNT PNU INSi,1LLA110N�f iE11Y0P,ARY RIIl�I•ERN4NCN1 BP.FIING. i0 P.CSISI LAiCFTL ���� O,if FS� y��� / F�PCES a1lD IIOI�iP.i1S5CS YLlllltl. SllAll AE iHE RESPONSIBILII!Uf OINCRS. ITI!BIIIlUl116 CUIIPJNEIIiS I:NUIIP � ��a����a��tL8�2014 TOT.LD. 50.0 PSF SEQN 13603 RWBulldingComponantsGroup��flC. �NC SIIALL Nn7 BE NESY�N519LC FpN GIIY DEYInTION fN011 iI1151�E51Gt!�N u�xo�ine. su�rrixr. �xsruiii��; , Rl10 ORRCING Of iPI1S�C5 f•II FNGIIICCR'\IEAI�H Illlti UkAlIII1L FPI'I ICS OIILY iU IIIL I1C11GN pF lllf IY.IItiS Eaith C�ry,MO G3045 FLCOA#0278 u�ricT�u ucec.im snou iwr e�euicu uron ui�rn cru�x x.r SPACING 24.0" JREF- 1V516384Z01 [1A0870071I(nullllfALPI11C11A151 zao� ��IIf6�A5175/I fN,ae �1 [fCLL '10 0][�CDL IS 0�[BCDI 15 OJ�6CL1. 0 0�[ASI I 00][UC YA O��NM 1�[Safl"I� 2 0� �siu.nuiu.�ono��uc za.00��asi i.00][uri i� ^ _===•�earings=^ [%�Lac�[React��5ize� -°__= 30 r�r�: o.o �0 3o c s s [y°38.1�[ or.� � 2.37�( 693J�0.67� [11 00�[ N9.1��0 G7� 15 I'If l 5 5 to 15 tW 7 9 �y-78.1][ 0%� l�IRf l± 7.9 [0 30 @ U.J [y=JB.IJ[ OY� CnAPLS Maz� HazC �%L 6t10 SHR CRIP CSI COMO f,LC IenyLli f,raele Nracc 8 Plf � 0 0 to 8 C 7 0 [y-26 7�[ 09.� D- 2 2 1 0 00 0 00 0.00 0.00 0.00 S� 1 0.86 A315L"L IS fliaph N PLf� II.J Lo 8@ 17.] (y=26.7�[ OSJ 2 4 67 AO 0.01 0.19 0 03 0.00 0.19 M1B 1 11 10 4115L2 75 Uiaph 70 PII @ 2.0 lo JO l? 5.4 [y°26 7J[ OS] 4- 6 199 -303 0.03 0 19 0.72 0.00 0 22 5� 1 1 72 J3TSC2 75 Oiaph 40 PLF C 0 A [0 40 @ 5 5 [y=38.1�[100X� 6- 8 380 -572 0.06 0 OB 0 02 0.00 O.I7 AO I Al AI A3ISC2 75 Diaph 20 PLf @ 5 5 [0 20 C 7 9 [y=38.1�[100%� 8 9 302 �A49 O.OA 0.00 0 03 0 00 0.05 A� 1 0.21 A3ISC2.75 @ 24' AO I'LI C 7.9 [o AO L 17.7 [y=38.1][IOOX� 9 11 302 �AA9 0 OA 0.02 0 03 0.00 0.06 A13 l 1 04 d3fSC2 75 C 24' IS PLf� 5 A to 15 C 7 9 [y=26.7J[ OF� 11-13 726 �481 0.06 0 03 0 OI 0.00 0 U9 AO 1 12.9fi A115C2 75 C 24' l0 Plf @ 7.9 [0 30 C 11 7 jy-26 7�� 07.] 13 16 72& -481 0 06 D.03 0.01 0 00 0.09 AB I 12 56 d315C2 75 @ 2A' 56 39 Lbs. l 5 4 26.7 An91e=270 16-ll 702 �4A9 0.04 0.02 0.07 0 00 0.06 AB 1 1.0A A3TSC2.75 @ 2A' 51 OS Lbs. @ 5 5, 2fi.] Angle-270 U-19 302 AA9 0.04 0.00 0.07 0.00 0.05 AB 1 0.21 43tSC2 75 C 24' 51.05 Lbs. @ 6 7 26.7 Angle-270 19-21 380 572 0.06 0.08 0.02 0.00 0.17 A� 1 A1 A1 •131SC2 75 Uiapli 51.05 Lbs. @ 7.8, 2fi 7 Angle-270 21-22 199 303 0.03 0 19 0 12 0.00 0.22 58 1 1 72 43f5C2.75 Uiaph 56 79 Lbs. l 7 9 26 7 Angle=270 22 2d G7 �40 0.01 0 19 0.07 O.OD 0.19 A� 1 31 10 d3fSC2 )5 Diaph 8A 59 Lbs. l? 5 A, 26 7 An91e=270 2A-26 2 1 0.00 0 00 0.00 0 00 0 00 SB 1 0.85 AJfSC2 75 Diaph 76 58 Lbs. @ 5 5 26.7 Angle°270 1- 3 0 �0 0.00 0.00 0.00 0.00 0 00 SH l 0.75-0JfSC2 I5 @ A8' 7G 50 Lbs. @ 6 7, 2fi 7 Anyle=270 J- 5 0 -0 0.00 0 I1 0.01 0 00 0 11 S9 1 27 25 A3�SL2 75 @ 48' 75 St�Lbs. @ 7.8, 2fi 7 An91e°DO 5- 7 0 �0 0 00 0 11 0 0'L 0 00 0 11 SB 1 36.02 A3fSC2 75 @ 40' II4 59 Lbs. @ 7.9, 2fi 7 Anyle-270 7-10 A49 302 0 05 0 05 0 OJ 0 00 0 10 AO 3 1 9tl-03fSC2 75 @ 4!3' 9rg,y 1 VerLR= ti92.7 y IIOr.R° -O.Oy 10-12 449 302 0.06 0 05 0.01 0 00 0 11 nU 3 12 95 AJfSC2 7i C AB' firg{7 VerL R= 892.7 y IIOr.R- -0.0;� 12 14 481 326 0.05 0 OY 0.01 n 00 0 07 AB 3 I.Od AJISC2.7S c?4a" "" '" °`_'--__._._."° " °""'__'_'-'_'_ IA 15 A81 328 0 OS 0 02 0 O1 O.OD 0 07 AB 3 1 OA A3fSC2 75 C 48' [FRC pass �2�[OC 2A 00][A51 1 00�[IIIA 1] IS 18 4n9 302 0.06 0.0; 0.01 0 00 0 tl A� 3 1'L.96 d31S[2 7S�40' JO VLf @ 0.0 to 30(� l 5 [y-l8 1][ OY� IH-20 AA9 302 0.05 0.05 �OA 0 00 0 10 A9 3 1 9U A31SLY.75 C�48' 70 PLf C 5 5 l0 30 @ !9 [y=J8 IJ[ OXJ 20-23 0 -0 D 00 0 71 0.02 0.00 0 11 59 1 36.02 d3fSL2 7;@ d0' 30 PI.F l 7.9 [0 9�C 13.3 [y=38 1J[ OY] 23-25 0 -0 0.00 O.11 0 O1 (1 OD 0 Il 5� 1 27.25 A3f%2 75 C Atl' 0 VLF f 0.0 [0 8 C 2 0 [y=26 7�[ OY� 25 2/ 0 0 0.00 0 00 0.00 0 00 D 00 SB :t 0 75 d31SC2 75 @ AO' 8 PII � 11.3 to 8 c! IJ.7 [y=26 7]L �%I 30 PLf G9 2.0 to 30 @ II 3 [y-26 1][ 0'6] CntlPts Max� MaxG A%L 611U SIIR CRIP C51 COMO ,LC Lenqlh f,raAr, prar.e YO PLF @ 2 0 to 20(: I1 3 [y=26 7�[100f6� 2 3 1'I 2d 0.01 0.00 0 00 0 00 0 01 nq I 7.77 J3H./hzl 5 liry,4 I VerI.R= 4A0.5 d IIOr.R- -O.O,y A 5 497 769 0 A2 0.00 0.00 0.00 0 J2 Ali I 18.3, J3N.lSV 75 6rg u [Vert.R= 448.5 q IIOr.R= -0.0'�, 6- 7 511 -3A5 O.A9 0 00 0 00 0 00 0 49 A13 3 39 49 73N./Sz 75 =�_._.-._-_._.___.=._.e._._ _ _ _.____�._._._ 9-10 26 1'L 0 02 0 00 0.00 0 00 0 Ol AB 1 39 IA 73NJ5z 75 [MNFRS IIPLIF LLOAD](OC 2•1.00�[ASI 1 00�[Nli 1] 11-12 lll -90 U.Id 0.00 0.00 0 00 0 14 AB 7 A0.9I 73H.75: 75 10 PLF @ O.0 to 10 l: 5 A [y-38.1][ OXJ 13 IA 0 28 0 OA 0�0 0.00 0.00 O.OA Ali 2 79 IA 33NJSs 75 10 PIF l 0.0 to 10 c�a 5 A �y=26.7J[ O:C� 15-16 111 90 0 IA 0.00 0 00 0 00 0 14 AO 7 AO 91 731{,75s JS Y I'lf l? 5 A [0 2 l 7 9 �y=J8 IJ� OS] I7 I8 26 12 0.02 0.00 0.00 0 00 U Ol AN 1 39 IA 73ti.75z 75 10 PLF C 7.9 [0 10 C IJ.J [y=78.1][ 0:] 20�21 513 7A5 0 A9 0 00 0 00 0 DO D.49 Ali 7 19 A9 ]3W,75z 7; Y Plf @ 5 A to 2@ 1 9 �y-26 7�[ 0'6J 2Z 23 497 7G7 a.A2 0 00 0.00 0 00 U.AY AB I Itl.75 7JW./5■ /S 10 VlF @ 7.9 [0 10 C+ 13.3 �y-2fi 7�[ 09:] 2n zs t� 2a a.oi o uo 0 00 0.0o u.at nu i e.3� etu.is■i s sa rir � o.o co 5n c: s a �y=3a.i��ioo�c� 13 Plf C 5 4 l0 13 @ 7 9 lY'78.1][100°C� Node % Loc Y Loc UefIY(L) AefIY(fJ dxL Axl IdaxShear f.LC Sd Plf t�9 /.'J Lo 5A @ 13.3 (y=78.1�p UO:� 0 0 00 32.02 0 Ol L/595 0 0[l/999 0 00 0.01 0 U 110.7tl Lbs. l 5 4, 7.6 7 An91e=270 I 0.00 31 7tl 0 O1 I./999 U 02 L/599 0.00 0.00 0 0 122.J7 LUS. C 5.5 26.7 An91e=270 2 0 05 32.06 0 OI L/999 0 02 L/999 0 Oa 0.01 17 1 122 77 Lbs. @ fi 7 2fi 7 Angle-270 3 0 06 31 ]8 0 AI I/999 0 02 L/999 0 00 0 00 25 1 12Y 97 lbs. @ 7.8 26 7 An91e=270 A 2 79 33.30 0 00 L/959 0 OI L/999 0 00 0 00 552 1 110 !0 Lbs. @ 7 9, 26.7 Angle-270 5 2 7'! YI 7tl 0 00 LJ919 0 00 L/999 0 00 0 00 -U6 Y lirq g 1 Verl.R° 4t17 9@ Ilor.lt- 0.0# 6 2 A5 33.J7 0 00 I/995 0 OI L/999 0 00 0 00 -5•IA I Urq.;� Y YerLR= A87 9 ry Ilor.lt> 0 0�� 7 5 J4 31 78 0 01 I./559 0 02 L/999 0 00 0 00 23J 1 =�- _�_.-._._.�.�.__�.a._._._.___.e._.e�._._._ 8 5 48 J5 OA 0.01 L/999 0 02 L/999 0 00 0 00 -162 1 ._---__-_-_-`-_-_.--_.--_-'-_-_-`-_-_-'- 9 5 50 75 OA 0 O1 L/999 0.02 I/999 0 00 0 00 161 1 I Randy R Romac atlA Aelails fl 10 5 50 11 ]8 0.01 L/599 0 02 L/599 0 00 0.00 -89 1 � � ll 5 59 75 OA 0 Ol L/999 OA2 L/939 0.00 0.00 -U2 1 I I 12 G 5E3 ll !8 0 I71 I./599 0 02 L/999 D 00 0.00 7/ 1 � � 13 6 5/ 15 OA 0 O1 I/5l9 0 02 1;399 n 00 0.00 14 2 I I IA 6 5/ 71 78 0.01 L/999 O.OY I(999 0 �0 0.00 75 1 I I IS 6 /5 71 78 0 07 I(999 0 00 0.00 77 1 I I �s > >s �s o•�`���P�ibpR�'qo9v o 00 0 0o iaz � I I 17 7 03 : �� 0 0 02 L/n 0 00 0.00 161 1 � I IB 7.03 ���7 �� 99 0 OY�,] 00 0 00 89 1 I I 19 7.D5 *'115� Q,, 9?9Q(V02 2r� 0.00 162 1 I I 20 B.OQ`� �78 O lP Ol /999 0 0�1� .B� 0 00 273 1 � 19,20,21,22,22a23.24.2Aa25.25.25b,25c,25d.26a � 21 10�9i �'1 3f 0 UO 999 0 Ol L/'�'9��Q�O�jO 00 5d4 1 � tSO27,27a,27b,21c,28,29,39 d0.41 47 Ae 68 � 22 11.' �lJm10 0.00 L 999 0.01 L/99$ d` �y.00 ssz � � csosta � 23 I1,b04 :�it} ��,,{{��0 L 999 �1 L�'fy9a�9'faOD H6 2 � -° °.'-`._._._._._._.'.'.°.'.'.°-__._.___._ � 2n lt�..z�'`� 5�///���dr7 �t i./ 9� iO�2��has�ao �o ti i 25 1�2L s3�e ¢� 1 R� Q 02 L/9'�i 6�6!EO 25 l zc i�-::tY p3 1 'd�i t y o o' i����, 8 r�-�o o a z� �.+� e 0�'a �i i a���9 v�' +e w a-yroo 0 0 �� °Q a � C� �o C7� 0o s C/�J��s9 '� C�77 �° �� N � (� 8 �� a � 1 a •/���jf,t•o• •e O ��'O t� /��/� m o i� � e� F3-91i i"J F6 17 19 �!` i ,j��d�J�l18�It61l1S��t I� 1 i 1 � ,� `� zz � ` � : I I � ' � I j � I � a z � ' I �4 ze i � 1I i I , t- � - -> > io--- iz- -�a-}�-ta 20 ---z�- rs z� o � u . THIS D41G PREPARED FROM COMPUTER INPUT (LOACS & DIMENSIONS) S�BM[TTED BY TRUSS MFR (66-Zephyrhills Station �p2 -- ** - M11) Top chord 43TSC2.75 1 Sx2 75-43-55KSI Fasteners=l4AMD Circles show the min no of blue 14AMDB1 25 fasteners and Bot chord 43TSL2 75 1 5x2 75-43-55KSI squares show the min. no of red 14AMDR1 5 fasteners per member See DWG TSO11 Webs 33W 75x 75 .75x 75-33-45KSI for details , (A) 33TSBUC3 5 20ga Bent-U connector requlred Square lndicates min fastener qty (B) 33TSHC3 5K 20ga H1nge connector required Square indicates min. fastener qty thru connector overlap. See drawing T5004 for peak connector detall thru connector overlap. See drawings TS004 and T5004A for details I 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located wlthtn 4 50 ft Id1nd loads and reactions based on both MWFRS and C&C from roof edge, RiSK f.AT TI1 OR iV, FXP R, wind TC D1.=5 0 psf, wlnd �C DL=5 0 psf. , GCp1(+�-)=0 18 Right end vertical not exposed to wind pressure Left can[1lever 1s exposed to wind Truss supports vertical loads on truss chords only Structural gable verticals are to be attachied to truss chords only For wind load on the face of the truss, gable In 71eu of structural panels or rigld ce111ng use purllns to brace all flat TC @ 24" verticals and connections are to be deslgned and supplied by others to transfer OC, all BC @ 48° OC, wind loads to the roof and ceiltng diaphragms Bottom chord checked for 10 00 psf non-concurrent live load Deflection meets L/360 live and L/240 total load See TS s[andard detall book for truss [o truss connections Non-standard connections to be deslgned and approved by a Registered Deslgn Professtonal. 0 1 (A) ,, c 1 1 w 1 1 1 3 ?5 r— 1 1 2-1 -11 O 3-4-11 � 1 1 5"12 1 1 � QQ QQ i i �i � i i i 0 1 (B) � �3-0-0 ��E 8-1-2� ltjr —I�I �E 11-2-0 Over 3 Support�� �� . �� �� R=698 U=308 W=4" �°``��po°�C,[fVS°.�Q���r! R=336 U=159 W=3" RL=138 .,'�`Q7 � � F ���f�;=16 U=15 W=3" o � : + Na 76F345 + °, :./ n , • .o GALVANIZATION - G60 Design Crit• AISI 5100-2007/S2-10 1� ��T�:l FL/-/4/1/-/R/- Scale =.5"/Ft. /� **WARNING'kk iY.II55ESP.E0111kEEYiACIICCAP.E111FAHP.ICa1111G.NANOLIfl4.SI11PPING. II1tiiAlLIN6 �wt (� /� [ r O [�� TC LL Z�.� PSF REF R6384 40652 /\ PNO BY.�CING. IINLCSS nfIIEY.HItE IN�Ii'.�IEI1. InP f,llni!�SIIaLL 11>I'I I•I:nYEY.IY A�T4CHCI1 SLY.II�fI1MAl � �1./r �J�/-t�[. 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1 Verl lE= 220 7;�IIOr.R= 17 O�J 10 PLF @ 10.6 [0 1�@ 11.2 [y°16 4][ 0'{] 11 13 121 116 0 OS 0.00 0.00 0.00 0 05 A13 2 20 A2 J317.75x 75 Brg;;2 Vert R= 25.A ;1 IIar.R= 0 UJ� 10 PLF @ 0.0 Lo 10 @ J 0 [y� 5 0�[ 09.J 12 13 132 1l1 0 09 0 00 0 00 0 00 0.05 AB 2 23.fi8 731J.7Sx 75 Brg�' 3 Ver[.R= -0.2 y IIar.R= -O.ON 10 PLF C� 7 0 to 10 @ 6 0 [y= 5 0]( OX] 16 18 329 -536 0 90 0 00 0 00 0�0 0 90 A� 1 43.06 73W.75x 7; _-_-_-_-_-_-_-_-_-_�_-_-_-_-_-_-_=-a=___-= 10 PLF @ S.0 [o ]0 @ 11.2 [y=5 0][ 0`:J 19 20 15 16 0.02 0 00 0 00 0 00 0.02 AO 1 2 9A 73W.75x 75 �MWFRS ASCE Perp/L+-�[UC 2A 00][A51 1 00][I!M 1] 13rg ,� 1 Vcrl R= -43.7��IIor.R= 91 5(� 20-21 0 -0 0 00 0 00 0 00 0 00 0 00 A� 2 27 19 73W.75x 75 1 PLF C�10.E1 l0 1@ I1 2 [y=13.AJ[100�] 6rg{ 2 Vert H= �57 1 ry Hor.2= 0 0� 21 22 336 -159 0.21 0 00 0 00 0 00 �.U AB I 2.9A ]3N.I5x 75 fi PLF @ 0 0 to 6 c:10 8 L [y=I3.4][100:J Brg ;�3 Verl R= 4.0;1 I7or.it= O.O;f n rir� o o ro v c a o �y�to.o��ioo�] _°__°-°-°° °-°-e_a.s°°--°°°°°°__ 11oAe R-Loc Y Lac aeflY(L) AefIY(T) tlzi �zf tlaxShear f,LC 10 PLF @ 0 0 to 1�@ 10 7 [y=16 A�[ 0%J [I1WFR5 ASCE Parl ][OC 2A.00][ASI 1.00][�It1 1] 0 0 00 10.37 0 OA L/999 0 09 L/473 0 00 0 00 0 15 10 PLf @ 10.8 to 10� I1 't [y=16.4J[ 0'6J -19 PLF C 10.8 to -19 @ 11.2 [y°13.A�R00':] 1 0 00 10 ll 0 04 Ll999 0 09 L/4Jl 0.00 0.00 0 ZY 10 PLF� 0 0 to 10 c? 3.0 [y=5 0�[ 0�� -19 PLF @ 0 0 Lo -15 @ 10.8 L [y=I9.A](100K] 2 0 03 10 37 0 OA L/995 0 09 L/43A 0 00 0.00 152 15 10 PLF� 7 0 to 10� A.0 [y=5 0�[ 096J -6 PLF @ 0.0 to -6 C. 3.0 [y=10.0][100::J 3 0 03 t0 11 0 O4 L/959 0 09 L/-03A 0 00 0 00 155 Z5 10 PLf_� 8 0 l0 10 l 11.2 [y= 5 0�[ �°:� 10 I'LF @ 0.0 to 10 @ 10 7 [ys16.4][ 0':� 4 0 15 10.41 0 04 L/599 0 OB L/437 0 00 0.00 IS7 25 Urg � I YerL R= 2624 „ IIOr.R= P 9,'� 10 PLF C 10.8 ta 10 @ 17.2 [y=16.4][ OLJ 5 0 50 10.11 0 03 L/999 0.07 L/489 0 00 0 00 lA2 25 Brg� 2 YerL R= 7tl.6 g flor.R= -O.Op 10 PLf @ 0 A ta 10 @ 3 A [y=5.0]( O6] 6 3 17 11.22 0.00 L/999 0 00 L/999 0 Ol 0.01 2A7 1 8rg� 7 Vert R= 2 4 �IIOr.R= -O.Oq 10 PtF L� 3 0 to 10 @ 8 A [y= 5 0][ 0°t] 7 3 ll 10.11 0.00 L/999 0 00 L/999 0 00 0 00 -lll 1 =_-� ____-_-_-_-_-_-_-_�_-_-_�_-_-_�_-_-_= 10 PlF @ 8 A [0 10 @ 11 2 [y=5 0�[ 0:] 8 S 90 11.96 0 03 L/999 0 07 L/999 0 00 0 01 205 1 [MliFRS ASCE Perp/I t�[OC 2-0 00�[A51 1 00][NM IJ Brq ;� 1 Vert.R= 2.0,y Ilor R= 56 7�' 9 5 90 IO 11 0 03 L/999 0 Ofi L/999 0 00 0 00 �85 1 31 PLF C 10.8 l0 31 @ IL 2 [y°13 4][100'%J Brg !�2 UerL R� 3.9 p Ilor R= O.Oq 1� b 02 12.00 0 03 L/999 0 07 L/999 0 00 0 01 201 1 26 PlF @ 0 0 to 2fi C 10.8 L �y=13.AJ[I00°6� �r9 #3 VcrL R= 2 1 �'Hor N= -0 O,y 11 6.23 10 11 0 03 L/995 0 07 L/999 0 00 0.00 72 1 -P PLf C 0 0 to 17 C� 7.0 IY°10.0�[1009a1 =-'_-''__-_-_�__'__-_-_-_-_-_-_-_-_�_-_-_ 12 7.97 12.50 0 02 L/999 0 05 L/999 0 00 0 OI J07 1 10 PLF C 0 0 to l0 a�IOJ [y=l6 A][ 0"�,] [MHF25 ASCE PrpO/L+�][OC 24 00][ASf 1 00][tlFl 1] 13 I.II7 10 53 -- -- - - - - e7 2 10 PLF C�10 8 to 10 @ Il 2 [y°16.4]� 0".6] 11 PLF C�70.8 [0 11 @ 1L 2 [y=13 4�[IOOi� 14 7.87 10 11 0 02 L/999 0 OS L/999 0 00 0 00 l0A I 10 PLF @ 0 0 to lU C 3.0 [y=5 0�[ OYo] -6 PLF @ 0 0 Lo -6 @ I0.8 L [y=13.4][100Y] 15 7 96 ID 11 0 02 L/999 0 05 L/949 0 00 0.00 0 0 10 PlF� 3 0 to 10 @ 8.0 [y=5.0][ 0°C] 29 PLF C 0.0 to 29 @ 3 0 [y=10 0][100Y� IU f�00 12 51 0 02 L/995 0 OS L/J99 0 00 0 O1 205 2 10 PLF @ 8 0 l0 10 @ I1 2 [y�5 0�[ 0:] 31 PLF C� 0 0 Lo 31 l 10 7 (y=16 4][ OY] 17 10 75 17.28 0 OS L/999 0 20 L/JR7 0 Ol 0 Ol lY 1 lirg $ 1 Yert R= -83 9,1 IIOr.R= 7A !;j 30 PLF C 10.8 to 30 @ i1.2 [y=16 4�[ OY) IS 10 98 10 57 0 00 L/999 0 O1 L/999 0 00 0 00 331 I [iry @ 7.Vert R= 21 7 H IIOr.H= 0 Op 30 PLF C 0.0 to 30 @ 3 0 [y°5 0][ 0%] 19 I1 13 17.28 0 00 L/999 0 00 L/999 0 01 U 01 13 l ery;�3 VerI.R= -A U;; Ilor.lt= -0 OU 3U PLF C� 3.0 to 3U C 0 0 [y=5.0][ O:CJ 20 11 13 U.04 - - - -- p p =--------------.-__-'_ °-'-_-___-_-------- 30 PLF @ 8 A to 30 @ 1L 2 [Y=5.0][ OY1 21 11 13 10 77 - - - --- 0 0 [IiFiFRS ASCE Perp/L ][OC 24 OOJ[ASI 1.00][NM t� �rg,}' 1 VerLR= 537.3 p IIOr.R= 17.0'}, 22 lt 13 10.53 0 00 L/999 0 00 L/999 0 00 0 00 135 1 15 PLF C 10.8 [o -15 @ ll 2 (y=13 A][100°4] Brg p 2 Yer[.Ra 158.4$Ilor.2= -0.0,� 23 ll l7 73.28 0 Ol L/ S 0 02 L/ 6 0 00 0 00 0 0 14 PLF C 0 0 l0 14 @ 10.8 L [y=13.A][100%] Brg,y 3 Ver L R= A.2 g Ilor.2= -0 0$ za ii i� io.s3 -- - - o 0 2v r�r� o.o ro -2�c a.o �y=io o��ioo�] __°°°°-°° __°°_°°_-_°_°-_°-°° 10 PLF C 0 0 [0 10 C]0 7 [y=16 A][ 0%) [M'vIFRS ASCE PrpD/L�-][OL 2A 00][A51 1 00][FlM 1] io r�v��o a co �o��i.z �y-ie.n�� o�a� i r�F� io e co �c n z �y=�a.a��toox� io aiF c a a co �o� �.o �y=s.a�� oa7 c r�F @ o o co e@ io.e i [y-�s a��ioax� ia ri.r� 3 0 �o �o c� e.o �y=,o�� ora� n riF c a o co >>@ 3 0 �y=to o���oo�c� 10 PLF C� S 0 to 10 C Il 2 [y=5.0]� 0:] 31 PLF C 0 0 to 31 @ 10 7 [y=16 4][ 07.] firy 5 1 Yert H= 42 1 m IIOr.R= J9 4p 30 PLf l 10.8 lo JO(?11.2 [y=1G 4�[ 09.� 8rq�2 Verl R= 31 9� Ilor.lt= 0�ry 70 Plf @ 0 0 Lo 30 l 3.0 [y=5 OJ[ OX] ' firq.;-7, 3 Ver[ H= 2.1 ,�,' IIOr.R= -O.O�y 70 PLF @ 3.0 to 30 @ 0.0 [y° 5 0][ 0:� °°-__ -°_° °-°.°-°-°-°-°-°-a°____= 3o r�v c o.o ro sa�t�.2 [y=s a][ o's] [M'dFRS ASCE Perp/Rt+][pC 2-0.00][ASI 1 00][NM 1� Brg p 1 Ver L N= 579 0� Ilor.2= 17 5�' ll VLF @ 10.8 [o -Il l 11.2 [y=13 4][100°4] Org�j 2 Ver L R= 211 6 p Hor.N� -0 Op 20 PLF @ 0 0 to 20 @ 10.8 L [y=13.4][100Y] Brq q 3 Ver L R= 6.9;� Hor.R= -0 Op 6 PLF C 0.0 Lo 6@ 7.0 [y-10 0][]00%1 =-_-_-_�_-'-_-° _-'-__-_-' _-`-'-`-_-'-_-°-_�' 10 PLF C 0 0 to 10 C 10 J [y°16.4][ Oe] [M41FR5 ASCE PrpD/R�t][OC 24 00][A51 1 00][NM 1] ]0 PLF C�10.H [0 10�11 2 [y=16.4J[ 0"6) -il PLF @ 10.0 [0 11 @ 1L 2 [y=77.4]p00X] 10 PLF @ 0.0 to 10 F� 3.0 [y=5 0][ OR] -20 PLF @ 0 0 [0 20 C 10.8 L [y�13 4][100%] 10 PLF @ J.0 to ]0� 9.0 [y=;0�� 07a] 6 PLf C� 0 0 l0 6@ 3 0 [y=10.0][100Xj to v�vi c e o co �o c >> z �y=s o�� o^c� 3t r�F� o o eo n c�o � �y�is n�� or� 6rg,c,' 1 Yert R= 36 2;J IIOr.R= 58.9# 30 PLF @ 10.8 [0 70 @ 11.2 [y=16.4][ D:6J �rg R 2 Vert R= 12 8,y IIOr.R= 0 O,y 30 PLF @ 0 0 [o l0 @ �0 [y� 5 0][ 07,J �r9$7 Verl R= -0 2� IIOr.R� 0 O,y 30 PLF C� 7 0 [0 30 @ fl 0 [y=5.0][ 0:] ° °.°.'-° '-°-`°°`.°°.°.°.°.°.°.°.°-°.'-°.° 30 PLF @ 9.0 [0 30 C�1L 2 [y� 5 0][ 02� [M4JFRS A%E Perp/R+�][OC 2q.U0J[ASI 1 00�[NM 1] Brg q 1 Yerl R= 352.II�IIor.R= 58.9p 1 PLF L�10.8 Lo 1@ 11.2 (y=17 4][100°LJ Brg +�2 Ver L R= 120 l y Hor.ft° 0 0'� -6 PLF C 0 0 to 8�10.8 L [y=17.A][100%] �rg y 3 Ver[.R= A 2 ry Ilor.2= -0 OH -6 PLF @ 0 0 to -6 @ 3.0 [y°l0 0][]OOeI _.�_-._.-'-.''______.__'.__`__._.__'___°__.`- 10 PLf C 0.0 Lo 10 l 10 J [y=16 4�[ 0%J [M4iFR5 ASLE VrpU/R� ][OC 24 00][ASI 1.00][NM 1] io v�r� io.n io �o ca n z �y=ie n�� oo� t r�r c io.a io �e�i.2 [y�t�.a�poo�c� 1U PLF e? 0 0 to 10 @ 3A [y=5 OJ[ 0%� 8 PLF @ 0 0 [o -0 l:10.0 L (y=U.A][100k] 10 PLf� 7 0 [u 10� 8.0 [y=5 0][ OY] -G PLP C� 0 0 lo -6 C J.0 [y=10 0][100'b] 10 PL�� N.0 l0 10 @ ll 2 [y°5 OJ[ Oa] 31 PlF @ 0 0 l0 31 @ 10 1 [y=16.4][ OY] Brg,'y 1 VerC.R= 72f.0 g Hor.R= 2A 0}� 30 PLF�10.8 Lo 70 @ 11.2 [y=16 4][ OY� Brq q 2 VerLR= 40 4,y Ifor R= O.O,y 30 PLF C 0 0 [0 30 @ 3 0 [y�5 0][ O:LJ Brg;i' 3 VerLR= 2 A�Ilor.R= -0 0$ 30 PLF C� J.0 to 30 @ 9.0 [y=5 0][ O::J ° `.`.'.°-°_°°�°�°'.°.°.'.° °.°.°.'.'-°.°�°° 70 PLF C 8.0 to 30 @ 11.2 [y=5 0][ �Y] �H41fR5 ASCE Perp/N t�[OL 24.00�[ASI I.00J[NM 1J Urg� 1 Vert.R= 79A 6 g IIor.R= 24.Oj� -31 PLF� 10.8 Lo 31 l Il 2 [y=13 d�[1007;] Brg ,� 2 Vert.R- 173.5�IIor.R= -O.Og 20 PLF @ 0.0 to 20 h?10.8 L [y=13.4][l00°6� �r9 g 3 VerLR= 6.9#Ilor 2� -0 0� 6 PLF C 0.0 to 5@ 7.0 [y=10.0][!00"al _.___...m.°_°.__`_--°._."'.'______.'.__°_° 10 PLF @ 0 0 [a 10 @ 10 7 [y=16 4][ 0%] [MWFRS ASLE PrpD/R-��[OC 2A 00][ASI I OD][NM 1] �o riF��o.a co ia� u z �y=ie a�� ox� ai rir c to.e co -n e u.2 [y-�3 n��ioox� �o riv c o o io �o� s.o �y-s o�� a°%� 2o r�r c a o �o -2o e io.o� �y=ia.a�poax7 10 PLF C 3.0 to 10 @ 8.0 [y=5.0][ 0°6] 6 PLF @ 0 0 [0 6@ 3 0 [y=10 0](100Y] 10 PLF�� 8 0 [0 10 @ IL2 [y=5 0][ 0°6] 31 PLF C 0 0 Lo 31 @ l0 7 [y�1G 4][ 0:6� Ilrg� 1 Vert N= 36 1 °Har.R= SII.9j; 30 PLF C 10.8 Co 30 @ iL2 [y=16.4J[ 0':J ` �rg r 2 YerLR- -16 Y n IIOr.N= 0 Op 30 PLf C OA to 30 @ 3.0 [y=5 0][ 0:6] fir9,7'7 Ver[.R= -4 8�' Nor.H� -0 0'� JO PLF C 3 0 [0 30 @ 8.0 [y= 5.0�[ 0%] _._._.___a_=-_'_"___._._._.:._.'.__`_--__- 30 Plf C 8 A [0 30 @ 11 2 LY= 5 OlI OYI , [MIdfRS ASCE Perp/R ][UC 2A.00][ASI 1 00][1!M 1� Brg ; 1 VerL R= 352 7 q Ilor R= 58.9� , -19 PLf�10.9 to l9 @ 11 2 [y=13 A][IOOR] Brg.µ,2 VerL N- I16.8�Ilor 2= O.Op i �PLF @ 0.0 to -8 C 10.8 L [y=13.4�[100X] Brg p 3 Ver L R= -0.3 y Har.R� -O.Op � � -6 PLF @ 0 0 to -6 @ 3.0 [y=10 0][100°6] _-_ 10 NLF @ 0 0 [0 10 C9 10 7 [y=16.4][ D%J [MHFNS ASCC Prl����[UL 24.00][ASI 1 00][HMc]] I io r�r c io.a io io c n z �y��a a�� ow.� u r�r c io.o io n�>>.t [y-�s a�p oox� io ru �a o o �o io e �.o �y-5 0�� oa� ii r�v� o o io ii e�o.a� [y=13 4�[100A� • �o r�F� 3.a ia �a c e.a �y=s.o�� ox� e r�v c: o.o �o e c a o �y=�o.o��ioox� I io r�F c a.a co io c ii z [y=s o�� oy.� 3i P�r� o.o �o a�c�o� �y=ic.n�� ox� I [c��nll[n�ri�i[��nisi roo� �pni�nsns/I [Page z7 'I 30 PLF F?10.8 l0 30(:11.2 [y-16.AJ[ OS� 30 PI.F @ D 0 l0 30(: l.0 [y= 5 01l 0=1 30 PLF @ 3.0 to 30� 8.0 [y° 5 OJ[ 0:� • �� 30 PLF C 8.0 to 30 C I1.2 [y�-5 ��[ OY� Rrg.3 I Verl.R- d17.e 3 IIOr.R= 72.3,: � �r9.p 2 Vert.R= 153.5 a Hor.lE= O.Or Arg.�7 Vert.H= A Y;�IIar.R- �0 Op �� (MNFRS'ASCE PrIU� �[UC 2A OOJ[A51 1.00�[tlMyl� y 1 PLF @ 10.8 to I@ 11.2 [y=13.4J[100tJ 1 PLF @ 0 0 [o I@ IO.D L [y-13 4][IOOS] i_� � `�- -6 PLF C� 0 0 [o -6 t9 7.0 [y-IO.OJ[100X� 31 PLF @ 0.0 lo J1 @ 10.7 [y°16.A][ OYJ 30 PLF @ 10.8 [0 30 C 11.2 [y-15 4�[ OY� _. I 30 PLF C� OA to JO c: 3.0 [y-5 OJ[ 0'C� ]0 PLF @ 3.0 to 30 @ 8.0 [y- 5 0][ OY� 30 PLF C 8.0 l0 30 C ll.2 [y-5 0][ OY� Brg.; 1 Vert.R= A59 5@ IIOr.R= 2.6y Brg g 2 Yert.R= '206J�/IIOr.R= -O.Od Brg @ 3 Ver L R- 6.9 H �IOr.R= �0.0$ [MHFRS ASCE Pr10 �J[OC 2A.00J[A51 1 00][tlry 1�-v -31 PLF C 10.8 Co 31 @ 1L"2 [y°13.4�[1002� -31 PLF @ 0 0 l0 31 @ 10.8 L [y°13 4][IUOX] 6 PLf f 0 0 to 6 C J.0 [y=10 0][100X� 31 PLF @ 0 0 l0 11(:10 7 [y°IG A�[ US) 30 PLF C 10.8 l0 30 t?11.2 [y=If,.4�[ OY� 30 PLF C� 0 0 l0 30 c? 3.0 [y°5 0�[ UY� 3o r�r c� 3 o io so ie a.o �y- 5 0�� ox� 30 PLF C� 8.0 Lo 30 C 11.2 [y° S.OJ[ OXI Brg� 1 Vert.R= 272.9 d Ilor.R= 91 5� Brg�2 VerL.R= 75.9� Ilor.R= 0 O,y Brg.$3 Ver[ R= -0 3;7 Ilor R° -O.Ory �cac Asc[wina LL ��[OC 24v00J�A51'1v00�[IIM l�v -78 PLF @ 10.0 io �e�ti.2 �wt.�.n��ioasl -64 YLF @ 0.0 to �64 C 3.0 L [y-ll J�[lUOX] a� r�F c �.o co n�r to.a� �y-ia.n��too.� -26 PLF @ 0 0 lo -26 C 3A �y=10 D][1007.� ., 10 PLF @ 0.0 to 10 @ 3.0 [y-16.A�[ OX� 10 PLF C 7.0 lo lU C 10 ] �Y'15 A][ OY� 10 NLF C 10.d to 10 4e 11.Y [Y°1!AJ[ OX� � 10 PLF C 0 0 Lo 10 @ 3A [y-5A][ 0%� - -- 10 PlF @ 3.0 l0 10 C 8.0 �y°5.0][ OY� 1 �a rtr c_ e.o io iu e ii z [r- 5 0l[ o�I ' I lirg p 1 Vert N- 707 9;i Ilor li= 13ki..lp �rg �' 2 VcrC.R= �G8.7 3 Ilor R= U.0'� lirg.� 3 VerC.R= I5.3 d Ilor ft= �0 OC [C8C ASCE 4IinALet +�[UL '1A OOJ[ASlvl OOJ[tlM�l�= -78 PLF @ 10.8 Lo 78 @ IL 2 [y-13 4�[100X] -Al PLF C 0.0 l0 41 C 7.8 L [y=12.6][IOOS� �6A PLF @ 7.8 lo -6A C 10.8 L [y-I3.AJ[100;� 1 PLF @ 0 0 l0 1 c! J 0 [y=10 0�[100t� �o r�r c o.o io ia cd > > �y-ie.al[ 0'�1 ,o��r� > > �a �o�,o.� [y=16.AJ� o�� 10 PLF C 10.8 ta 10 C± 11.2 fY'IG 4J[ Oil � 10 PLF @ 0 0 Lo 10 @ 7.0 [y° S.OJ[ OS] ' 10 PLF C 3.0 Lo 10[_ 8.0 [y- 5 0�� OXJ - 10 Plf @ 8.0 to 10 C 11.2 [y° 5.0]� O:J I Or9." 1 Vert.R- 118.-0 �IIOr.R- lld.3i � Rrg.@ 2 Ucrt.R- 159.7� IIor.N= -0 Op � IIr9 ry 3 VerLR= 15.J;7 IIOr.R= 0.0,-; [CEC ASCE Vlin4aLl J[OC Z-0 OOJ[ASI I'OOJ[Htl IJ -64 PLF @ 10.8 Lo �64 C 1 L 2 �y-1J 4][1001� -A9 PLF� 0.0 lo -49 C 3.0 L �Y°11 3][10051 -27 PLF(: �o co z���o.a� �y-�3.n��ioos� -40 PLF C� 0.0 lo -40 l 3 0 [y=10 0][100'C� �o r�r� o o io io c a.o �y-ie a�� os� 10 PLF @ 3.0 to 10 C]0 7 [y=16 A][ OYJ 10 PLF @ 10.8 Lo 10 @ 11.2 [y°15 4][ OXJ 10 PLF @ 0.0 l0 10� 3 0 [y- 5.0][ OX� 10 PLF @ 3.0 Lo 70 C 8.0 �y= 5.0�[ 02� �o atvi c e.o io io�+u.z �y- s o�� o:� Brg.@ 1 Ver L R- -Z57 0�Hor R= 35 9� Brg.�2 Vert.R- -3.9�i Ilar R- 0 Op Brg�3 4er[ R- 12.0,�Ilor.R= -0.03 �cac nsc[�nna ai ��oc zn oo��nsi t oo��rm �� -64 PLF C 30 6 [o -6A @ 11.2 [y-IJ.4][]ODXJ 27 PLF @ o o io zi� �.a� �y=tz.s7�ioa�q I -49 PLF @ 7.8 lo -d9 @ 10 8 L [y=13.4][100tt] -7 PLF @ 0 0 Lo -7 C 3 0 [y�10 0][IOOX� io r�F e o o io io ee > > �y=ie n�� ox) 10 PLf C 7 7 lo ]0 @]0 7 [y°16 4][ OX� �o r�F c io.a io io��i z [y-�e.n�� o;� 10 PLf C 0.0 fo 10� 7 0 [y=5 OJ[ 0:� 10 PLF @ 7.0 to 10 @ 8.0 [y= 5 OJf OX] 10 PLf C 8.0 l0 10 l 1 L 2 [y- 5.0�[ OtiJ ^ Brg,,3 1 VerL.R= -67 6 y Ilor R= 95.8$ I, Urg.�2 Ver[.R= 94 5�IIOr.R= �0 0} I Brg.,4, 7 Vert.R= 12.0 d IIar.R= 0 Op I [cac�nsc[wind ui «o��uc zn oo��ns� �.oa��rin �� -78 PLF @ 10.8 l0 78 @ 11.2 [y=13.4][100:� '� �A1 PLF @ 0 0 Lo -dl�+ ].0 L [y-12.6�[100Y� ' �en r�r c �.a io -en c�o.a� �y°�3 a��ioax� 7 r�r c o o ro �c_ a.a �y-io a7 poaz� 31 PLF l 0 0 l0 71 @ 7 7 [y=16.4�[ 0:� 31 PLF @ 7 7 to 31 @ 10 7 [y-16.4][ OX� 1 �i 30 PI.F @ 10.D l0 30 C 11.2 [y�16.4�� OX� ' � 30 PLF C 0 0 l0 30 e? 7 0 [y= 5 Oj[ 0;� 30 PLf @ 3.0 Co 30 C� 8.0 [y� 5.0][ OXI ' 30 PLF l� 8.0 l0 90 @ 11.2 [y� 5 0�[ O:J Org.� 1 VerLR° 198.2;� Ilor.R= 138.7;! I Org p 2 VerL R- -26.2,p IIOr.R= -0.0@ � 11rg.�3 Vert.R= 10.8� IIOr.R= -0.0$ ' f�� ° ,� • ., . TH1S C41G PREPARED FP.OM COMPUTER INPUT (LOACS 8 DIMENSIONS) SUBMITTED BY TRIISS MFR (66-Zephyrhills Station ��2 -- ** - M9) Top chord 43TSC2 75 1 Sx2 75-43-55KSI Fasteners=14AMD Circles show the min no of blue 14AMD81 25 fasteners and Bot chord 43TSC2 75 1 5x2 75-43-55KSI squares show the m1n no of red 14AMDR1 5 fasteners per member See DWG TSO11 Webs 33W 75x.75 .75x.75-33-45KSI W1 331d 75x1 5 75x1 5-33-45KSI for details (6) 33TSHL3 5K 20ga H1nge connector required Square indicates min fastener qty thru (A) 43TSSPC3 75 18ga Stralght U connector required See drawing T50048 for peak connector overlap. See drawlnys TS004 and TS004A for detal7s connector detail 149 mph wind. 15 00 ft mean hgt, ASCE 7-10, CLGSED bldg, Located anywhere in roof, RISK IJind loads and reactions based on both MWFRS and C&C. CAT ili OR TV, EXP B, wlnd TC �L=5.0 psf, wind 6C DL=5 0 psf Gf.p1(i/-)=0 lA R1ght end vertical not exposed to wind pressure Left can[ilever is exposed to wind In lieu of structural panels or rlgid ce171ng use purltns to brace all flat TC C Bottom chord checked for 10 00 psf non-concurrent live load 24" OC, all BC @ 48" OC Deflectlon ineets L/360 live and L/240 total load � See TS standard detail book for truss to truss connections Non-standard connecLlons Lo be deslyned and approved by a RegisLered Desiyn Professlonal �) C 1 1 w 1 1 � 0 3 25 �— 1 1 2-7-10 � 3-0-10 � 1 1 5"12 1 1 � W� OO ii D � iiii 0 1 (e) � �3-0-0� � tqt�rttrr►rarry� �— 11-2-0 Over 2 Support ` , � � p. Rn � R=697 U=507 W=4" o'���L� o° G[�f ° •,'r�p��,dt=353 U=277 W=3" RL=191 •.'`m� va �'� SC no/I.r�i � a. ,,. : : No, 76��5 Q ?. �� n . -� GALVANIZATION - G60 Design Crit: AISI 5100-2007JS2-10 1(&YY� �i.,0`!�' T�•1 FL/-/4/1/-/R/- Scale = 5"/Ft. **WARNING** �kIIS5E5kCf1111NEEY7A[IIL[,1NCINF}Hf;lLf•IIN��. IIANOL1114, SIIIi`I'lll(�. IN=15L11lIL 0 � TC LL ZO.O PSF � nrin exnciNr,. ux�rss orureuis� INItICaTEb. 1nY f,11��Y,D Slult u,�vi vimr�xir nn.nirn sieucruxa� M.�. STAT� OF • �� REf R6384- 40653 �P�E P411EL5 ABO XJIIUII CII01'.D SIIeLL u�v��i�eor�vir arueu�n uir.iu cuune. ✓ 0 0 CV+� TC �L 15.0 P$F DATE 03/28/14 . O�JJJ���p ,c ['] �, a . 'rRUS STEEL **IMPORTANT'�* fllY.11l)II 1 L�I'Y f�f IIIIS UCSIGN li�III( IIlSiAlL4110N CONIP.aCIOF HP.�C.INL ✓d✓�/�"� ��I\lo 9� \���` BC DL 15.0 PSF DRW MOUSR6384 LQOS�OZL OLl1UC5�IGNIIiP71nfO,111EN1' ANDnlIINSIALLAiION�nFSiClIPOI;ARYr411�UPCRh14ilCN158NalINUCCOVCP,CSISiLLATEAAL �d����OJ �QNA�, �yg��`� BC LL O.O PSF MO-ENG BWC/BWC I +i1 1', ) (`[ �,I �jCo f0VCC5 aND IIOLU IY,U(SFS PLYIItl. SNatt AC iHC RCSV011SIbILIi!Gt JIIICAS. Iill BIIILUItlL LUIII'JIIEIl15 LH0111' r '��Iy+`39W/�p/^O�� TOT.LD. 50.0 PSF JLQIy' ��7 JV� ' VJ o G I ITWBuildingComponones Group��IiG. INI. SHALL N�7 flC Y.ESY�NSIflLC f�k a111 OCVIR�ION(NUN f1115��Slfll�N 114NUL111�. SIIIPPINf, fN51aLLIN�� Earth Ciry,MO G;045 FIID BRACING Of IRIISSCS ,1M[IIGINCCR'S SCAL 011 71115 tlRaIII11G AYPlIfS ONLY TO illC bE51GN Of 711[ IRII)S FLCOA#0278 UCI'I[iEUnCkCRIlUS11,�LL����rN�Y,[IlfUlll'I�IIIII?N10111fHVqY SPACING 24.0" JREF- 1V516384Z01 LInuI111IALPINE�[N SI 2007 f[N9�45 VS/I �Pa9c ll 10 Plf 49 0.0 Io 10 @ 3 0 �y° 5 0�� OXl [rcu zo o][icui ts a]pscm �s.o��ncu a.o��nsi i an�[oc rn a���ui i��sorrir z o� io r�r e s.o io to c a.o �y= 5 a�� oz� � �sru.nuro.�onu��uc zn on��nsi � aa����n �� �o r�r c e.a io �o�ii.z �y- s o�� ox� ---_�eerrinys�-= �x ioc��eeace��s;ze� ----= 3o r�F�m o o io ao c � ti �ynie i�� os� Brg{ 1 ve�i.a= vv.o d uor.a= zo.sq � l.lII�[ 597�� 151h�[0 33� [I1 0'I�� 35J�[O.YS� ]0 PLf t9 9 i la SO l?11 "!. �y-16 1][ OY� Br9 � 7 Vcr1.R= 21 •1 ;;IIOr.R= 0 0@ u PLF a? 0 0 lo e c: lA Iy=5.01 L OYl _-.'.' '.' ___.` '.' °.a=_-._.e.' ° °._"._ [nar�,tlax� PIaxC AYL BIIU SIIR LRIP C51 C01411 GLC Length GraAC Urace 30 PLF C 7 0 lo JO Q? A.0 �y=5 U][ DY� [IirI1R5 ASCL Parl� �[OC 2d D0�[ASI 1.00��NM 1] 0- 2 1 -0 0 00 0.00 0 00 0.00 0 00 5� 1 0 78-03fSC2 JS Iliaph 30 PLF� 8.0 to !0 e9 11 2 [y°5 0][ OX� I PLF L 9 5 l0 1@ I L 2 [y=17.0�[100X] 2 4 23 56 O.DO 0 OA 0 OS 0 00 0 D6 SI1 Y5 1 75 dJiSCZ 75 Diaph d0 PLF C 0 0 to 40 Fd 9 5 [y-16 1][100%J I PLF @ 0 0 [o I l 9 5 L [y-13.0�[100:b] 4- 6 73 200 0 Ol 0 37 0.04 0 00 O.J] A� 7 J6 98 A3i5C2 75�iaph 40 PLF C 9 5 Lo 40 @ 11 2 [y-16 1][100Y� -h PLf C 0 0 lo �4 l 3.0 �w10.0�[IOOX] 6 8 97 161 0 DI 0.J7 0.05 0.00 0.78 A� 1 33.85-03fSC2 75 Iliaph Orq,q 1 VerL N- 697 3 q IIor.R� �O.O,y 10 PLf C 0 0 l0 10 @ 9 5 [y-16.1�[ OY] 8 10 139 15d 0 Ol 0.23 0 US 0.00 0.24 AB 1 1 52 43f5C2 75�iaph lirq S 2 VerLlE= 757.A„IIOr.R- -0 Oq 10 PtF � 9 5 l0 10�I L 2 (y=16.1�[ OY] 10-12 216 ]P 0 03 0.23 0.04 0.00 0.26 A6 I 27.OA 43f5[2 75 Diaph - _ --`--'--'-' "-`-'_'�'-°-'-°-'-`-_-'-'�' ]0 Plf l�? 0 0 l0 10 @ 7.0 (y=5 0�[ OY1 12 P 276 3d9 0.03 4 OA 0 02 0.00 0.07 AH 1 19 79 43�SL2 75 Uiaph [fNC pass y2J[OC 7A 00][ASI 1 00][!IM 1] 10 PLF l 3.0 Lo 10 C� S.0 [y°5 0�[ OX] I7-18 96 -100 0.01 0.02 0.05 0.0a 0.05 SP 1 0.59 A3iSC2 75 Diaph 30 PLF� 0 0 Lo 10 @ 9 5 [y=16 1][ OX] 10 PlF� 8.0 l0 10 @ 1 L 2 [y=5 OJ[ OXj 18 19 153 158 0.01 0 01 0.04 0 00 0.04 513 1 0.25 43iSC2 75 @ 24' 30 PLF @ 9 5 Lo JO @ 11.2 [y=16 1][ OX] 9rg � 1 Vert.R= 142.9 b Ilar R- 2.3�' 19-21 0 -0 U.OD 0 03 0.01 0 00 0.03 513 23 18.70 A3iSC2 75 @ 2T il PLF� 0 0 [0 0(� l.0 [y-5 0][ 0%] Org ry Z Ver[.R= 75.9/{Ilor R- -O.O,y 21 24 0 -0 0.00 0 00 0 00 0 00 0 00 56 1 0.88 A3i5C2 75 C 24' 30 PLF @ 3 0 Lo ]0 C II.0 [y=5 0][ OX] _�.-.-._.-._-�.e.e.�.s._ �._._�._._._.e.�_e 1- 7 0 -0 0.00 D OD 0.00 0.00 0.00 56 IS 0 75 A3i5C2 75 C AS' 30 YtF @ 8 0 to JO @ 11.Y [y°5 0][ OY� p1vIFR5 ASCE Parl �][OC 2A.00�[A51 1 00)[NM 1] l 5 0 -0 0.00 0.12 0.05 0 00 0.12 50 25 A 9fi A3iSC2 75 C 48' 20 PLF @ 7 0 to 20 �C+ 8.0 [y-5.0][IOU1J 31 PlF C� 9 5 l0 71 L I L 2 �y=13.0][100Y] 5- 7 217 55 0.02 0.28 0.03 0.00 0.70 AO IS 32.-0I 43�SC2 75 @ 48' 20 PLF @ 8.0 [0 20 @ 11.2 (y=5 0)p OOY� 31 PLF C 0 A l0 71 @ 9 5 L [y°13.0�[100R� 7 9 119 188 0.03 0.28 0.07 0 00 0.31 Ad IS 32.67 d3TSC1 7S @ 48' Or9� 1 Yer Llt= 465 1 ,;IIar.R- -0.0# E PLF @ 0.0 [0 6 C 7.0 [y°10 OJ[IOOS] 9-11 II9 188 0 01 0.27 0.02 0.00 0.23 SO 1 1.91 A3�SL2 75 @ 48' Org q 2 Vert R- 230.2�IIOr.R- -0.0# 10 PLF @ 0.0 to 10 C� 9 5 [y-16.1J[ OY] il IA 1 2 0.00 0 19 0 02 0 00 0.20 SO 1 19.80 47TSC2 7;@ AB' ----_-_��._.-._._._.e._-e.___.a.e.s_e_=.=.�.�._ 10 PLF(� 9 5 l0 10 C:11.2 [y-16 1�[ 02] IA IS 0 0 0.00 0.00 0.00 0 00 0.00 SO 2 1 00 4715CY 75 @ 49' [MWfRS ASLE Perp/L��][OC 24 00�[A51 1.00][NM 1] 10 PLF @ 0 0 l0 10� 7.0 [y=5 0�[ OX] 13 16 316 287 0 OA O.OJ 0.05 0.00 0.07 nB 2A 1.26 A1�5C2 75 @ 48' I1 PLF l 9 S to -I1 @ 11 2 [y-17 0][100X� 10 Ptf @ 7.0 l0 10 C 8.0 [y^ 5 OJ[ OX] tr,zo 158 157 0 08 0.03 0 O1 0.00 0.11 A� 2A 36.11 A3ISL2 75 @-08' 6 PLF(� 0 0 to -6 @ 9 5 L [y=17.0�[100G� 10 PLf C fl.0 to 10(3 1 L 2 [y= 5 0�[ OX) 20-23 0 -0 0 00 0.04 0 06 0.00 0.08 S9 1 1 25 A3f5C2 ]5 C 48' 29 PLF� 0 0 l0 29 C 3.0 [y=10 0][100Y� Brq d I Verl N= -07 G R Ilor.2= 8U 9g 23 25 0 0 0 00 0 00 0.00 O.DO 0 OU SO 2 0.88 4lISC7 75 C 48' 10 PLF t? 0.0 l0 10 @ 9 5 [y°16.1][ OC6� Brg q 2 Verl N= -58.7 p IIOr.R= -0 Oy ll-lA II7 J7 0 08 0.01 0.00 0 00 0.05 Atl 1 5 00 37N 75x 75 -lieh 10 VLF N 9 S l0 10 C II 2 [y°16.1][ 0%� __ -�--_.e.---...e.�.e.=.=._._.__�.e._._.a.= io riv� o o io io c� �.o �y- s o�� o�� �nwras nsce Parl ��oc zn.00��asi � oo��riw i� �naris w,zr nazc nz� n�m su¢ cKir esi conu r,�c �en9 w cr,nc o�acc io r�F c 3 o io io c o.o �y=s.o�� o�l is ri.F c e s io i�c n 2 �y-u.o��toox� 2 7 86 21d 0 06 0.00 0 UD 0.�0 0.06 Afi Y J.29 1JH 75x1 5 10 PLf @ F�.O l0 10 c: I I 2 (y- 5 0][ 0':� 19 PLf h? 0 0 to 19 C 3 5 L (y-1'3.0�[100.".) A- 5 3J0 -8A 0["1 0 DO 0 00 D.00 0.17 A13 2 J 9U 37H 75x 75 Ur9? 1 Verl R- 219 3 i Ilor.R- 15.O;j �6 PLF c? 0.0 lo �4 @ 3.0 [y^10.0�[100X] 6- 7 3A5 •I�15 0 2J 0 00 0.00 0 00 0 17 A13 2 lJ.d2 13N 7;z 75 13rq p 2 Verl.P- 19 7 F ��or.N� -0.0$ 10 Plf @ 0.0 l0 10 @ 9 5 [y=16.1�[ OX] 8 9 160 169 0 Il 0 00 0 00 0.00 0.06 AI3 2 22 2G 33N 75x.75 = _ - --__-° ° °-___-`--'-' `�_-'-_�'-° 10 PLF 69 9 5 l0 10 l? IL2 �y=IG.11[ �'�] 10 I7 !OS 172 0 2l 0.00 0.00 O.OD 0 12 AR 1 20.40 33H 75x Il [M411N5 ASCE Perp/U ][OC 24.00��A51 1 OOJ[tIM I� 10 PLF C 0� to 10 C J 0 [y= 5 OJ[ OX] I1 17 I71 152 0 11 0 00 0 00 0 00 D Il AU 2 20 A2 73V1 75x 7S I PLF� 9 5 Lo I@ 1 L"1 �y=13.0��100%� 10 PLF C J.0 to 10 c�? e A [y-5.0�[ OY� 12 17 215 -251 0.16 U 01 0 00 0 00 0 17 A13 1 [3.68 73W 7hx 7; 6 PLF @ 0 0 to 6� 9 5 L [y=1J.0�[100%� 10 PLf c�? 0.0 ro 10 l 11 2 [y= 5.0�[ OX� 16-17 301 YdD 0.26 0.00 0.00 0 00 0.26 A13 2 93 93 79N.75x 75 1/ PLF C 0 0 lu 17 C. 3.0 [y=lO.Oj[100:� 9rq,4, 1 YerC.N= -A ;q IIor.Ra 50 I,y 17 20 256 307 U.72 0.00 0.00 0 00 0.32 A13 1 J3.86 73N.75x 7; 10 PLF C 0.0 La 10 C 9 5 �y-16.1�[ 0'G] Br9 q 2 VcrI.N= 7.8 p Ilor.lt= 0 Ojl 21 "1'1 57 57 0.05 O.UO 0.00 0.00 0.05 n6 I 2A.82 73NJSx 75 10 VlF C 9 S l0 10 tW I L 2 �Y'16.1J[ Okl '-° °-'-'-_-_-_-_-_-"-`-"-- ----.-._.-._`-_-_ 12 23 296 222 0.20 0 00 0 00 0.00 0.12 AII 1 A 19 73HJSs 75 10 PL�l 0 0 Lo 10 a? 7.0 [y-5 0�[ OX� [HNFRS ASCC Prp�/Lt��[OC 2A 00][ASI 1 OOJ[NM 1J 10 PLF l? l 0 to 10 l (3.0 [y=5 OJ[ OX� ll Plf(�a y 5 ta I1 Pe I1.2 IY°17.0�[100.� Hotlr % Loc Y Loc AefIY(L) i1eflY(1) Jzl AzT MaxSliear GLC 10 PLf P? tf U lu lU e�+11.2 IY"5 OJ� 07,� �fi Plf P? 0 0 to -f,l 5 5 L �y-1J 0��1002� 0 0 00 10.37 0 04 L/999 0 �9 L/425 0 U1 0 O1 (1 0 Or9 C I Verl It- Y62 4 �IIOr.R° 15 8;� 29 PLf� U 0 lo Y9 C 3 0 [y-10 0�[IOOX� 1 0 00 10 Il 0�4 L/9f33 0 09 L/JYO 0 OD U 00 0 0 Orq�' 2 Yerl ¢- 7A 2 °IIOr.R= -0 0� 11 PLI G9 0 0 ta 31(? 9 5 �y-l6 1�� OA� 2 0 06 10.36 0 04 L/999 0 09 L/A25 0 01 D Ol 209 25 ---_-_-_-_- - ----._-___ - - -.•._.<_._._.- 30 I'LI"l9 9 5 l0 70� 11.2 [y-16 1J� OX] 3 0 06 10 Il O.OA L/999 0.09 L/427 0 00 0.00 Y12 25 �HH�RS ASCE Pr.rp/L �][OL 2A OO��A51 1 00][1!M IJ 30 PLF c: 0.0 lo ]0 l�? 7 0 (y= ;0]� 01] 4 0.20 10 42 0 04 L/999 0.08 L/430 0 O1 0 O1 -220 25 71 PlF C 9 5 to 31 @ Il 2 �y=17 0][100X� 30 PLf @ 7 0 l0 70 @ 8.0 �y�5 OJ[ OX] 5 0 M16 10 II 0.07 L/959 0.07 L/477 0 00 0 00 2a1 25 26 PLF C 0 A l0 2fi @ 9 5 L [y=17.0][100X� 30 PLF C 8.0 l0 30 C 11.2 �y=5 0�[ OX] 6 3 lfl II 23 0 00 L/999 0.00 LJ999 0 O1 0 02 27G I V Plf @ 0.0 l0 17 @ J.0 [y-10 0][100::J Org M I VcrC.R= 515 7 q IIOr.R= 15 0;� 7 7 ltt 10 11 0 00 L/995 0 00 L/994 0 00 0 00 1H0 7 10 PLF� 0 0 l0 10 @ 9 S [y=15 1J[ 0':� Brg ,y 2 Verl.lt- 156 U a IIOr.R= -0 O;j 8 5 90 I1 9E 0 03 L/999 0 07 l/999 0 O1 0 Ol 216 1 10 PLf @ 9 5 l0 10 l! Il "1 �y-16 1]( 0`:� __ -�-_ _-_-_ --_-_.• - _ �_a.a.e._... _._.�� 9 5 50 10 ll 0 03 L/999 0 07 L/999 0 00 0 OU 100 23 10 Pll t�? 0.0 l0 10 he 3.0 �y-5 OJ[ 0'6� [In�IfRS ASCf PrpO/U ��UC 2A 00][n51 1 OOJ�IIM l� 10 6 OY 12 00 0.07 L/999 0 07 L/599 0 O1 0 O1 207 1 10 PLf� 3 0 l0 10 he 8.0 [y= ;.0]� OY�� 1 PLF C 9 5 l0 1@ I L2 [y=13.O��100ti] 11 6.2J ID 11 0 07 L/999 0.07 L/999 0 00 0.00 -88 Y4 10 PLF� 8.0 to 10 @ 11 2 [y= 5 0�[ OX� 6 PLF @ 0.0 to G C 9 5 L [y=U.OJ[1005] 12 7 87 12 50 0 02 L/999 0 06 L/999 U O1 0 01 16A 1 13rg.'y' 1 VerL R° -tlII.l �Ilor.lt� 55 Jk 17 PLF C 0 0 to l7 @ 3.0 [y-10.0�[1002] ll 7 A7 10 57 - - - - 211 Yd Org� 2 VerL2� 29 6,g IIOr.R- -0.0�} 31 PLF @ 0.0 to 31 e? 9 5 [y°16.1J[ 0.] 1.1 7 81 10 11 0 02 L/999 0 OS L/999 0 00 0.00 111 1 '-'._ _.__� _ ______________________'-' " 30 PLf a9 9 5 to 30 @ ll 2 [y=I5.1�� OX1 IS 7 95 10 11 0 OY LJ995 0 05 L/999 0 00 0.00 0 0 �MWf125 ASC( Perp/L J�OC 2A OO��ASI 1 OOJ[11M I� 30 PLI h? 0 0 l0 30� 3 0 [y� 5 0)[ 0%] I6 7 5tS 10 57 0 07 L(999 0 OS L/399 0 00 0 00 211 24 19 YLf c+ 9 5 Lo 19 eP 11.2 [y°1J.OJ�100;J 30 PII"p? 7.0 io 3U t�? 0.0 [y° 5 0�� O:Cj 17 7 J7 1'1 9J 0.01 I.J'l99 0 03 L/999 0 OI 0.01 235 1 IA PLF C 0 0 Lo IA l 9 S L [y-13.0�[100Y� 70 PLF l 8.0 to 30 C 11 2 �y- 5 OJ� UX] Itl J 51 1'1 94 0.01 L/999 0 03 L/999 0 Ol 0.01 '(Je 1 2Y PL�N 0 0 l0 29 Y9 7.0 (y-10 0�[IOOLj Brg.{ 1 Vcr L R= 578.tl @ Ilor R� 15 8g 19 9 Sd 12.9A 0 O1 L/959 0.03 L/999 O.OI O.U1 206 1 IO PLF C 0 0 to 10 @ 9 S [y=16 1][ OX] Brg S 2 Ver L R= 211 3 y IIOr.R= -0 Oq 20 10 99 10 53 0 00 L/999 0 00 L/999 0 00 0.00 291 1 IO PLF @ 9 5 to 10 @ 11.2 [y-16 IJ[ 0:� __-_�--_._._._._-_ __.n.�._�.e._._._.__�_e TI 11 09 1'L 9A 0 00 L/999 0 00 L/999 0 Ol 0 Ol -52 YJ 10 PLF c: 0 0 l0 10 l? 7.0 �y=5 0][ OY,J [�4FIF25 ASCE PrpU/R�t][OC YA 00][A51 1.00�[I!H 1] 22 11 09 IO.IIB - ---- -- 0 U 10 PLf C 7.0 lu 10 @ 8.0 [y-5 0�[ 0"4] 1l PLF p? 9 5 to 11 @ 11.2 [y-19.0][IOUX] Y3 11 09 10 53 0 00 L/999 0 00 L/999 0 00 U 00 23A 1 10 PLF @ 8.0 l0 10 @ il 2 [y=5 0][ OY] 20 PLF c9 0 0 ta 20 @ 9 5 L [y-17 0][100X] 24 ll 11 12.9A 0.00 l/867 0 00 L/690 0 00 0 00 0 0 firg.,� 1 YerL R° -45 0:Hor.R- 3A 8;� 6 PLF� 0.0 to 6@ J.0 [y-10 0][IOOY] TS 11 17 IU 53 - - - - --- -- 0 0 13rg.3 2 Yerl.R= 24 9,�,Hor.R= -0 Ory 31 PLF @ 0 A lo ll @ 9 5 [y=16.1][ OY] °-°'-_-°'-'-' ' '-'°-'-°-' "'-`-'-°-_-'-°-° 30 PLF C� 9 5 lo ]0 l I1.2 [y°l6 l�[ OX] [MWfRS ASCC Perp/Rt��[0[ 2A 00�[ASI 1 00][1lM 1] 30 PLF 6? 0.0 l0 70 C� 7.0 [y� 5 0][ OX] ll PLF C 9 5 Lo 11 @ I1 2 [y=I7 0][100%� 30 PLF(? 7 0 lo JO C S.0 [y= 5 0�[ 0%] ao ru � o o �o -2o c �, � �y��3 0][�00�:� io r�F c� a.o io �o�i�.z [r° �a�� a:cl G PlF @ 0 U l0 6 C ]0 �y=10 0][100XJ Brg ;J 1 Vcr L R= 351 i �IIOr.R= SY.Oq 10 PLF @ OA Lo 10 td 9 5 �y-16 1][ OY] Brg y 2 VerLlt= 136.A $IIar.R= �O.Oq to riv c �s io to c�t z [y=ie.il f nsl °.°-- °°°° -- - - e.e �-__=.e.�-°-°-°-° io r�r� o o io �a� a.a [y- s.a�� oz� [NNfRS ASCE PrDU/Rt-�[OC ZJ oo��nsi i.00��xii i� 10 PL�@ 3 0 Lo 10 @ 8.0 [y= 5.OJ[ 0°C] 1 PLF E? 9 5 [0 1 C 11.2 [y=IJ.O][IO�X] 10 PLF @ 8 A to l0 @ 11.2 [y- 5.0][ 0%J -8 PLF C 0 0 lo �U @ 9 5 L [y^U.0][100X] Ory p ! VerLR- 35 1 n Ilor.fF 52.0;} -6 PLF C 0 0 lo -G l J 0 [y=10 0][IOOX] Org.;i 2 Verl.R= 0 7� Hor.R= -0.0� 31 PLF @ 0 0 [0 91 @ 9 5 [y°16 1][ OX] z'.°.'__._.'.'.'."."_�a_.°.'_" "°-_'._.e _ 30 PLF P? 9 5 l0 70 C 1 L 2 [y=16.1J[ 0.] [MI{FRS ASCE Perp/N��][OC 24.00�[A51 I.00J[IIN I� 30 PLF C 0 0 [o ]0 C J.D [y=5.0)[ OX] 1 PLF @ 3 5 to 1@ 11 2 [y-U.Oj[100'L] 30 PLF C 7.0 l0 70 C 8.0 [y=S.OJ[ 0%] H PLf @ 0 0 Lo -8 @ 9 5 L (y=13.0][100X� 10 PLF l? 8.0 fo 30(�?11.2 [y=5.0�[ OX] -6 PLF c± 0 0 to -(@ 3.0 [y-10 0][IOOXJ Brg ;� 1 4ert.R° 39A 6 p Ilor R= 21.2p l0 PLF @ 0 0 Lo 10� 9 5 [y-16 lJ[ 02� Brg }' 2 Vcrl R= 190 9 p IIOr.R= -0 Op IO PLF c: 9 5 Lo l0 @ 11.2 [Y°I6 11I 0°Ll __.e.e.e.=.'__.'._.__°.°.`_=_'_n_e.e.a_`.'_'_' io r�r� o o io �o�a s.o �y-s a�� o�c� pnaFas nsr,� rrpo/a-.��ac za oa��nst � oo��rin t� 10 PLF� J.0 Lo 10 @ 8.0 [y-5 OJ[ O:G1 71 PlF(? 9 S to 31 @ 11 2 IY�13.01[10031 10 PLI"@ 8.0 Lo 10 @ 1 L"L [y=5 OJ[ OX� 20 PLf @ 0.0 to 20 C 9 S L [y-II.OJ[100X] 13rg;; 1 Yert N- 70.2,�"Ilor R- 21 2,�' G PLF C 0.0 lo G@ 3.0 [y°10.0�[100X] Urg.,y 2 Yert R- 53.8 n IIOr.R- -0 Up 7] PLF @ 0.0 [0 71(� 9 5 [y=16.1�[ OZ] .._."°______°.' '_°.'____'.°.°.``._._.�...._ 70 PLf c�a 9 5 [0 70 C ll 'L [Y'1G.1�[ OZ] �r�wnss nsce vc�p/e t�[oc 2n.00��ns� t oa��rin i� �o rir a o.o io 3o c•e s.o �y= s.o�� ox� >> r�F c 9 s io -�i�� i�.2 lr-�3 o��ioo°cl �o r�r� 3 o io �o c e.a �ya s o�� ox] 20 PLf(� 0.0 l0 20 @ 9 5 L [y=13.0][I00'G� JO PLF @ tl.0 to 30 G±1L2 [y° 5 0�[ OX] 6 PLF C 0 0 l0 6 C 7.0 (y-10 0]�100X� Brg j1 1 Vcr L R= 7d8.Y k' Ilor Rm 5'L.Op 10 PLF C 0 0 l0 10 C 9 5 [y-IG.1]( OX� Brg g 2 Verl R= 105.9 q IIor.R= -O.O,y io ru� 9 s io �o�ii.2 �r°ic il[ ozl =_ -.�.-- °°_°--°_° °°-_--�- °°°-° io riF c� o.o �o �o c� �.o �y-s o�� o^a� �nwvas nsc[ PrIUtfJ[OL '2A.00][ASI i.00��nr� t7 �o r�r c 3.o ro �o c� a.o �y= s o�� o°c� n PLF @ 9 5 co t�� n z [y-�a.o���oox] io riv� a.n io io�ii z [y- s o�� o°c� �t riv c•� a.o io u� 9.5 L �y=i�.a��ioox� 13r9� 1 Verl R= 71 3 ;;IIar.N= 52 0;: 6 PLf C U 0 l0 6� 7 A [y°10.0��IU0Y] �r9;t' 2 Yerl R= 71 2 p.Hor.R- -0 0,'�j 31 Plf @ 0.0 to 31 @ 9 5 [y=1G.1j[ Ox] "-"-'-°-`-'-°-'-' '-'-°-°-°-° '-'-'-'-°-_-° '-' 70 PLF @ 9 5 [0 30 C 1 L2 [y=16 1][ OX] [MiVFRS ASCE Nerp/R ][OC 2A.00�(ASI 1 00][Nt1 1� 70 PLF(? 0.0 [0 30 6? 3 0 [y- 5.0�[ OX] -19 PLF� 9 S to 19 @ 11 2 [y�13.0][100:J 70 NLF @ 3.0 [0 30 lm A.0 [y=5 0][ O:C] �8 PLF @ 0.0 [o -8 @ 9 5 L [y-13.0][1002� 30 PLf C 0.0 Lo 70 C ll 2 [y= S.OJ[ OX] 6 PLF L OA [a -6 @ 7.0 [y-10 0��100X� Brg $ 1 VerLR° Al6 2;j IIor.R- 26.5(j io rir� 0 0 la 10 @ 9 5 [y=16 1�[ 0'4� 6rg jj 2 Verl R= 15D.;j� Ilor It= O.O�y _ 10 Plf�a 9 S to la @ Il 2 �y=16 11L OS1 -a.".'."'° -- '_".'".'.° °___`._.e.'.'____._ 10 Plf @ 0 0 l0 10 @ 3.0 [y-5 OJ[ O:C� [MHFRS dSCC Prl�� ][UC 2A 00][ASI 1.00]�Htl 1] 10 PLF @ 3 0 l0 10 @ 8.� [y=5 0]� OZ� 1 PLF @ 9.5 [0 1 C 11.2 [y=13.OJ[100:L] ia r�F� a.o io io c±u z �y=s o�� o�;� � p�r c o.o ro i� �s� �y-n.o��toot� nr� 7 i ueri a- i,a; uor.n= z� z� e ru�� o a io e c•� a.a �y�to o�[ioos] Brg �4 2 Vert.N° 2J.�� IIOr.R- -O.Oy 31 PLF C 0.0 lo JI cm 9.5 [y-Ifi.lj[ OS] i I . , °-°°-° ° - -.°°__. °_..-.,.__ °° ° 3o r�r ca v 5 io �o�n.2 [y-ic.��� ox� [MHINS ASCC Parl���[UC 2A.00�[ASI 1 00�[NM I� 30 PlF l: 0.0 to 30 l: 3 A [y=,5.0�� OCG] , 11 PLf @ 9 1 lo Il @ 11 2 �y�13 0][100::� ]0 PLF C J.0 fo 30 c9 8 A [y^5.0�[ 0's] 11 PLI @ 0 0 fu 11� 9 5 L �y°13.0�[100'.� 30 PLf(d tl.0 fo 7D @ I1.Z [y- 5.0�[ OX] 5 PLf� 0 0 lo f,@ l.0 [y�lU OJ[IOOY,� Br9 � I Verl R° A57 3,� IIOr.R= 2 J;{ in r�F e� o a ia io c v s �y-ie ��� or,� ury g z Ver L R= 213.0� nor.e= a op to r�r� 9 s io �o�n.z [y=ie ��� ox� e.--°.._.�e�.n.e._�.e.e.e.a.e._.-- °°-°° [{null)1(ALPINCI[hlSl 20Q1 }(M9Jd51/5!! (N.�4e 2j � [HN(RS ASCE VriD�F][OC Zd.00][ASI I 0�][Ntl 1� � 71 PLF h? 9.5 Lo JI c: I1.2 [y°13.0][1003� 3� c��r� o a co s�� q.5 l (y=t3.0)�I00$1 c r�r� a o [o c�_ a.a �y=�o,o��ioox� si e�e c fl.o eo e�c s.s �y=�s.l�� os� , so r�r c� 9 s co ao c i�.z �y-ic.��� o;� ao r�r e o.o to 30� a o [y- ,.u�� oz� 30 Ni(t 3 0 (p 30 @ 8.0 [y=9,0)( OX) 30 PLf l a.o co :�o c ii.z �y= s.o�� ox7 Brg.y i Veri R= 268.7 g tior R- $p gg 6rg.�2 Vert R= 7p,8� Nor.R« -0 Oq �exc�nsce u;aa�c +T�oc za oo7�ns����oo��rcw�I � �s N�r c� 9 s �a �a�ri.z Cy°u.o��iqo:� �9&PtF P a.p to �98 @ 3.0 t [yat] 3j[260SJ �fiA pLF� 3.0 Lo �6A @ 9 5 L [y-13.0][t00%] -22 PLf� (1.0 to 22 @ 3A (y=10 pj(tOQXi �o rtr ez o.o co �a� a.o [y-�e,�][ oz� io n�F e 3.0 [o io c 5 s �y=�r,,]]( oz� 10 Pi.F C 9.5 Lo 10 @ iI.2 [yal6}J( 0:) �o r�F c o.o �o �o c: a o �y-s.o�� nx] !4 Alf @ 3 A to ta @ 8.� [Y'S.0]( OZ] t0 PLF C 8 A to IO G I1.2 [Y" 5.0][ 0%] Brg,y 1 Vert.R= �506.8µNor Rp 191 A� Brq�7 2 Ycrt.R= 169.2�Hor ft- �6.0� (ChtvASGE Nindcftt-tj(OC 24`OOJjA$lO1�0�][HN 1]' JB PLF C 9.5 Lo J8 @ I1.2 [Y`17.0][1DOX] �6A PLF C p.0 lo �fiq @ 6.5 L [yn12.2)j100'.j �98 PLF E? fi.5 to �8 va 9 5 l IY'73.0)(706X� �.ri.F c� o o r.o i� a.o fr°io.o��ioox� 10 v�r�e o o to �o� s s tr=is.�l[ o�l to rtr e e.s �o io n s s Cyn�c t�� ox� 10 PlF a9 9 5 to !0 @ 1 L 2 [Y'15.ijj O,J 70 PtF ea p,0 to 70 @ aA [v° 5 0]( 6;j 10 DLf t? �0 la 10 @ 8.0 Ly` 5.�][ p�] l4 PlF t: H.6 [0 10 t 712 [y=5 0]( OXj Brq g ( VerI.R= 709 3 p Ilor R-� 191 Jp 6rg g 2 4ert R� -'L71 5¢Itor.R- 0_py fCBtvnSCC IJina Lt �[OC 24pp0](A5111 00)[tIM 1)� I -6a Pt,F � 9 5 to -G4 c IL2 [y-t3.07[t00X] -87 PLF @ tl.0 to 113 @ J,0 l [y-11.3�[100T] �49 Ptf� 3.Q 40 .19 ta 9 5 t [y-13.4�[IflOtj a�rte r� o o co a�� 3.0 �y=io.a��ioo.� 10 PI.F(� 0 0 [0 10 @ 3.0 �'y=15,If[ 02) IO VtI't? 3 0 tp 10 @ 9 5 (y-16.7)( OY] � 10 PLP t�? 5 5 l0 10 C 11.Y [y=16.1)� US] ID PtF i+ 0_0 to 10€� 3_0 [Y-5 OJj OXJ IO PlF C� 3.0 I,n 10 C 8.0 [y=5 0][ OR� 10 Pl,f L D.0 Go itl @ 11.2 [y=5,0]( QS] 6rg g t Uer[ R= -d5d �g 7{or R- Ir3.IIq Brg ,� ?ver[ R= 102.6 N IIOr.R= 0.011 (CRC�ASCC!{indlltt 61[Of.24�00][ASIaI 00�[tU91JJ sa ru c �s co -en c ii.z �y-i3.o���oox� �49 PlF t� 0 0 t9 49� 6.5 L [y-12.71[1005� 83 PlF @ 5 5 tp -B9 @ 9 5 1. [y-13 0](100I] 7 PlF P_ 0.0 to T N 3.Q [y=tfl.Q)(100X) ta rir ro a o co to c c s �y-ie.r�� o%] IQ Ptf L S 5 Ca 10 tm g; [y=(S.IJ( 4:] ta rtK cd g s to to c n.2 �y-�e.t]� oz� 10 Plf C 0 0 Lo 1P @ �.0 [y=5 0)� OX1 14 i�tF t 3 0 to 70 C� 8.0 (y=5 6j[ 0,1 10 Plf @ s.o co �o��i z �y-s.o)� os� 8rg g t VerC.R= -255 8�ltor.R= 15� 7� 9rg g 2 VerC.R= -211 1 $IIOr.R= -p Op [£RC�ASCE Hind RL-i�](OCv14 OOj[A51 7.60](NHc7] -78 PLF @ 9.5 to 76 @ ll.2 [y-11.Oj[100%1 -fi4 PlF @ 0 0 to -6d� 6 5 L [y-I2.27[t00Sj -98 PLF @ (5 to �99 @ 4 5 L [y=13.0�[100X1 �r�r� o o co r e a.o (y��o o��iooz� a� cir a? o o cu ai @ 5 s �y-ts.t�� os� �t r�r� �s co n c �s lyAie.tl[ �"al 30 PtF t_ 9 5 to JO�IL2 [y=t6 I)( 0:) 3p PLf C 0 0 [0 30 @ ;).D [y-5 D]� ON] JD Ptf 4? 3 0 to 30 C 8A [r�5 pj( p;,j 30 PLF C II,0 to JO @]I.2 [yA 5.6][ OR] BrQ,g 1 Ver L R= 7 I@ llor R= 191,7$ Hr4�2 Vert.R= 1d6.3�ltor R= -O.ory /I�/ -18 19 2�1 2A ��/ �12�� � � �,10� � h � I 1 22 a,,iZ { 13� -t5- -_-... 24I TJ "t5 1! -3--5 s � 4 -tt=���.... k4 IS ' „ . , TNIS D41G PREPAREG FP.OM COMPUTER INPUT (LGACS 8 DIMENSIONSj SUBMITTED BY TRUSS MFR (66-Zephyrhills Station �F2 -- ** - MG7) Top chord 33TSC3 00 2.5x3.00-33-55KSI Fasteners=l4AMD Circles stiow the min rio of blue 14AMD62 125 fasteners, squares Bot chord 33TSC3 00 2 5x3 00-33-55KSI show min no of red 14AMDR2 375 fasteners, and hexagons show m1n no of black Webs 33Z1 Sxl 62 1 5x1 62-33-40KS1 14AMD2 625 fasteners per member. See DWG TSO11A for z-web details :W5 43Z1 5x2 50 1.5x2.50-43-40KSI (A) 43TSBUC5 0 18ga Bent-U connector requlred Square 1ndlcates min fastener (B) TTC7 clip used, See drawing T5016E for clip detall qty thru connector overlap See drawing T5016 for peak connector detall. Special loads 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere 1n roof. ---------------------------------------------- RISK CAT 111 OR iV. EXP 6, wind TC DI_=5 0 psf, wlnd 13C DL=5 0 psf. GCpt(+/-)=0 lA TC- From 70 plf at 0.00 to 70 plf at 7 50 TC- From 70 plf at 7 50 to 70 plf at 11 17 Wind loads and reactions based on MWFRS I BC- From 8 plf at 0 00 to 8 plf at 3 00 BC- From 30 plf at 3 00 to 30 plf at 7.4G Right end vertical not exposed to wind pressure BC- From 15 plf at 7 46 to 15 plf at 7 56 BC- From 30 plf at 7 56 to 30 plf at 7 96 Left cantilever 1s exposed to wind BC- Irom 30 plf at 7.96 Lo 30 plf al 11 17 BC- 79 14 lb Conc Load at 7 46 In lieu of structural panels or rigid ce111ng use pur7lns to brace all flat TC C� BC- 131 44 lb Conc. Load at 7 56 24” OC, all BC @ 48" OC Bottom chord checked for 10 00 psf non-concurrent live load. Deflection meets L/360 ltve and l/240 total load Swaged heel, see drawing number T5006 for manufacturtng details See TS standard detail book for truss to truss connections Non-standard connections to be designed and approved by a Reyistered Design Professlonal 0 1 A) c 1 1 w 1 1 � 3 25 � 1 1 W 2- -2 2- -2 � 1 1 5��1p 5„ ] ] � Di 1 1 W 2 � i i ��� �-3-0-0-� 7-7-2 q,�6 3-2-8 � ��`V1BR711/I�P� �— 11-2-0 Over 2 Support� , �, P'� R=788 U=167 W=4" ^.�� �� � • ��° ° �r� ��i =471 U=133 W=3„ �°�`��°P�-�� N SC�°�'l��°�. � w No, 76�45 : ° GALVANIZATION - G60 Design Crit. AISI 5100-2007/52-10� � �1��n ,,d'}�' T�:1 FL/-/4/1/-/R/- Scale =.5"/Ft. ^ **WARNING** LRIISSC�P.CL�IIIkEEYiRC11ECAP.E INFABP.1(f.iING.NAN�LINL.1f1IPPI1IL, i1lSi4LLINf: � �� TC LL 20.0 PSF REF R6384 40654 / \ AN�9kACING. UNICSS OTHEkIIISE INUIlA1ED, i�il'f,Il�itU SIIALL IIAV[ I'Y.npCl!LY AiTn�I1C0 SiItU�.iUH?l STATE: 0 F �PINE PApCLS AIID BJi1011 CIIJY,O S114L IICVE:,1'Y.nPEPLY 11TACUC�Y.IfIU Cflllllf. r�/�o ���ti TC DL 15.0 PSF DATE 03/28/14 **IMPORTANT** FIIANI511 A COYY Of 11115 UCSILN It 111C INSfALL�1i10lI cux7Y.acroa. xnaclr�c �✓���+`�� �COf\IDP 0�;\ BC DL 1J.O PSF DRW MOUSR6384 LQOB�OZO 'rRUS STEEL DEFIGiE�UII iNIS UE51.1! IS OIIIY FJN. loiCPpl SUPP01;7 Uf IYIISS NCIIII[P.S io REUOCC lIIILY.LIlIG LENGTIIS. ��f�� + m d b D �� O`�f BC LL O.O PSF MO-ENG BWC/BWC ALL�CSIGN, R7TdCt111(Ni TND IxSTalUnnu nr iCHPORARY 4Np PCUP1411EN7 Gfi4i:ING. T�hC5I5T IAiEF)L �d� ���t ���, e�! C fOPCES TNC HJL��Y.USSFS Y1I111H, Sll,�lt Bf TNE RCSI'�N]IHfLII'!f�f i,iIICPS. ITI!9111LDIIIf,GUIII'JNEIIIS f,t+UUI' f �i����ld1-�/�O/�O�A TOT LD JQ.� PSF SEQN 13604 'Uj o � ITWBuildingComponentsGrouq Inc. �xc SHALL NnI�E Y.ESVONSIeIE F�N cuY DE'Nr.T1aN rxori nns nevcx ox IIANDLIIIG.SIIIYYIIIf., INSiAILING Earth City,M063045 >HD ORACING Of reussu dll[OfIIICEN'S SUL on rnis oewiur.APPULS pIILY ro m�uESiri�or ni� ruuss FLCOA#0278 �������t����Ew�ti���,5��.,�� NUi fl[k«���,�N������aNY o,���k��R� SPAC ING 24.0" JREF- 1V516384Z01 �tnouio2ol((nuii�llnir�ri[��nisi zoo� ��nr��asns/I (ra�e t� [�CLL 20.0][TCDL 1S a��UCfIL 15 O���CLL O.O��A51 1 OOJ�OC Z4 0�[IIM IJ�SOfFIT Z 0� �sru.nuro�unu��oc 2n ao��nsi i ao��nr� t� - =-=ne,,rinys=== �z ioc��uerci��s�ze� ----- �o v�F @ a o �o sa e i s �y=i, 5][ ax� ��a.v�� �eu��o:i3� �ii oe�� nii��o.rs� �o rir c i s ro so� n z fr°�s s�� oz� ` a r�v� o o io a c a.o �y- s o�� o�� � r�ar�s nr■r n,.c nxi nxo sue uiir esi cm�x eic t��yw r.�aae urace �o r�r @ �.o io ao c i s �r s o�� o�� � 0 2 1 -0 0 00 0.00 0.00 0.00 0 00 SIt I 0 Bd 73ISC7.OD Uiapti 30 PLf @ 8.0 l0 30 C I1 Y �y- S.OJ[ OXJ _____ I 2 •1 A 2 0.00 0.00 0�0 D.00 0.00 SIi 1 7. 17 73ISL3.00 Uiapli AO PLF @ 0.0 l0 40 @ 7 5 [y°15 5][100�] � " A 7 193 29 0 02 0.23 0 OA 0.00 0.24 SR 1 36.7fi l3fSCJ 00 Uiaph AO PLF @ ! 5 Lo AO C 11 2 �y-1S.5j[1002J 7- 9 27 -l9 0.00 0.23 0 12 0.00 0.26 SU 1 2.04 73fSC3.00 Uiapl� 15 PLF @ 1 5 to 15 C 7 6 [y 5 0�[ OR] I 9 I1 197 501 0.06 0 1G D 04 0 00 0.21 AIt 1 51 70 Jli5C3 00 Diaph JO PLF C 7 G l0 30 C eA [y= 5.0�[ OX] 11 14 I04 -475 0.05 0.01 0.08 0 00 0 08 50 I 0.3T 33fS[3 00 Uiaph 31 65 Lbs l3 7 5 5 0 An91e-270 ld IS 212 -;79 0 06 0.04 0.05 0 00 0.10 AN 1 2 20 33�SC3.00�2A' S2.58 Lbs @ 7 6, 5 0 Angle-Z70 IS 18 0 -0 0.00 0 12 0.03 0.00 O.I2 S11 1 AO 30 37ISC3.00 @ 24' A7 48 Lbs @ 7 5 5 D Anglc-270 18 21 0 -0 0 00 0 00 0 00 0.00 0 00 5(i I 1 31 33fSL3 00 f 2A' 78.87 L�s @ 7 6, 5.0 An91e-270 1 3 0 -0 0.00 0 00 0 00 0.00 D.00 SO 3 0.81 33TSC3.00�40' �r9,y 1 Ver Lit- 708.3 p Ilor R- -0 O�f 3 5 0 -0 0.00 0 O1 0.00 0.00 0.07 Sli 2 7 19 13I5C3.00 l?-0e' �rg,y 2 Ver LIi= A71 7;Ilor R- -0 Op 5 6 0 -0 0.00 0 OB 0 Ol 0.00 0.08 SN 2 25 82 37ISCJ.00 @ 48' °�__-_-_._ _._ _._.___�.�._.-.�.=.e._.=.e.=._ 6- 8 15 145 0.00 0 10 0.01 0 00 0.11 AIl Y 4 18 33ISL3.00 lm Ae' [f�C pa5i y2��OC 24 00][ASI 1 OO��NIi 1� e-10 15 lA5 0.06 0.08 0 02 0 00 0.1} All 1 ne.96 37�SC7 00 @ AS' 70 PLF @ 0 0 Lo 30 @ 7 5 [y�15 SJ[ 0%� 10-13 AAO 173 0 OS 0.05 0 07 0.00 0.09 Aft 1 2 9I 3J15C7 00�AS' 70 PLF @ 7 5 Lo 70 C 11.2 [y-IS 5][ OX� 13 i6 0 -0 0 00 0 02 0.04 0 00 0 Od Sfi 1 5 62 37lSQ 00 C 48' H PLF @ 0 0 Lo 8� 3.0 [y=5 0][ OX] 12 U 539 212 0 03 0.14 0 02 0 00 0.14 513 2 40.74 77iSCl 00 @ A8" 70 PLF @ ].0 to 30 @ 8.0 [y°5.0][ OY.] V 20 0 -0 0 00 0 OS 0.09 0 00 0.12 SI{ � Y 07 13�5C7 00 @ Ari' 70 PLF @ 8 0 [o JO @ 11 2 [y=5 OJ[ OR� 20-22 0 0 0.00 0.00 0.00 0 00 0 00 59 2 1.31 13�SC7 00 l�?AR' 20 PLF @ 7.0 l0 20 @ 6.0 [y-5 0�[100'G� 11 12 172 -89 0 02 0.18 0.05 0 00 0•f0 AB I 22.27 A311.5:2.5 -Heb 20 PLF @ 8.0 to 20 @ 11 "[ �y- 5 0�[100X� 12 l3 115 -96 0 DI 0.38 0.21 0.00 0 d4 511 1 5 00 43L1 5x2.5 -Web Rrg.4 1 Yert II- A67 1 y'IIOr.R= -O.Op 13rq� 2 VerL N� 700 Y E IIOr.R- O.O,y EnAPts Hazl hlazC A%L IlND SHIt CNIP L51 l'OF111 .LC Lenglh,rade Brace --___-.-_ -= e ..__�.___._._ �._�_-__._ � 2 3 I1 9 U 00 0 00 0 00 O.DO 0 00 A11 3 3.IS J31I ;sl 6't. �MWfRS OPLIFI L0�11�[OC 2A OOJ[ASI 1 00][NIA 1J 4 6 15 Id6 0.07 0 00 0.00 0.00 0.07 AN I 31 14 73Z1 Szl 52 10 PlF @ U.0 l0 10 @ 11 2 (y°15 5][ OL� 7 8 Z13 �67A 0 1.1 0 00 0 00 0.00 D 13 AB I I3.Z2 73Z1 Szl 62 10 PLf @ 0 0 la 10 @ 7 ; �y= h OJ[ OX� 9 10 fi10 -19G 0.11 0 00 U.00 0.00 0.10 AN l da.96 33Z1 Szl 62 ;IRF @ 7 5 fo 5 t? /6 �y- i 0�[ OXJ I 15-17 YA5 -525 0.V 0 00 0 00 0 00 0 ll M1li 1 44 28 JJII Szl 67 10 PLF @ 7.6 to 10 @ 112 [w 5 0�[ OSJ ta i� �n iis o.oe u o0 0 00 o oo o oz nn i ia za 3�zt ,zi cz 3i ru� a o io -���•� n r �y-�s s��tooz� 19 20 756 -95 0.0/ 0 00 0 00 0 00 0 Ofi All 1 4 II AZl ;xl 52 132.91 LUS ci 7 5 5 0 Angle-270 i 3tl.22 L6a @ 7 6, 5.0 Anglc°270 � � Notle %-Loc Y-Loc OefIY(L) Oef1Y(I) tlxL tlzT NasShear f,LC Or9 q I Vert R= 166.8 N�lor R= 0 0�� �, 0 0 00 10.36 0 00 I/999 0 00 L/959 0 00 0 UO 0 0 flrg ry 2 VerLlt° 133.1 �IIOr.R- -0 0$ ',° 1 0 00 10 1Z 0 00 L/939 0 UU L/999 0 00 0.00 0 0 ------�_-_.- -.__._._._ -_ _.-.- -._-_--- = I I 2 0 O7 10.l0 U 00 L/995 �00 L/99'l 0 00 0.00 10 7 � _-`---`-_-'' " "-'-`-__'-°-° ' `-__-'-"�' � I 7 0 07 IO 12 0 00 L/999 0 00 L/999 0 00 0 00 11 3 � Randy C�Romac adA Uetails vl A 0.2A 10 A'1 0 00 I./999 0 00 L/999 0 00 0.00 -41 1 I I 5 (1 6/ 10 12 0 00 I/'J99 0 00 l/959 U (10 U 00 15 I � I ^ -- � - 5 z.az iu ii 0 UO I/595 0 0o i/��v o uo 0 0o nr i � � � � 1 t� ti n o oa�/�v� o uo i/sv� o 00 0 oa n�a i � I - a 's �� to iz o oa i/»� U UO L/999 0 00 0 0o n� z � � - 9 3.33 II.YG 0 00 L/999 U 00 L/995 0 00 0.0a A87 1 � I 10 7 25 10 12 0 O1 l/995 0 02 L/995 0 00 0.00 11d 1 � I I1 7 A9 12 J9 0 01 L/999 0 07 I./999 0 00 0.00 308 1 � I 12 7 A9 10 5.1 - - AAO I I I 17 7 A9 10 I2 0 f11 L/919 0 OJ L/999 0 00 n 00 AAO 1 � I 14 7 i2 12.�5 U 01 I/399 0 U7 L/999 I)00 0 UO 710 I � l9"10.21.22.22a23,2A,2•1u25 [5,7Sb 25c.25d.7fia � 15 7 70 I'[79 0 OI L(99'J 0 03 1i999 u 00 0.00 188 I � Iso27.27a 77b.27c.28.29 J9 d0 AI .17 de.f,a � I 16 )96 IO 12 0 01 L/959 0 03 LJ999 0 00 0.00 0 0 � 15031a � I l7 10.88 10 53 0.00 L/99'J 0 00 L/999 U O1 D.OI �d7 1 � _.- ''--"-"" ' '-'-_-_-_--._.-._�-_"-- °_' 18 I1 O6 I7 39 0 00 L/995 0.00 Ll9y� 0 00 0 00 108 1 19 11 06 10.88 - D 0 20 I1 05 10 57 0 00 L/999 0 00 L/999 0 O1 0 O1 353 1 21 11 17 12.J9 0 UO L/99'J 0 00 L(758 0 UO 0 OU 0 0 22 I1 7/ 10;J 0 0 4qQ��as�t�rrrpfPJtj�� i q `*"`��d o •°°4cQ��s�� 4`��IDo �o ��p� ti ' � � o` � fl �� I fl � � O �i° � o�b0 D � � n��w � � � �@ • ; I -'y` s m �S� �Q � � C� ��nr 00�Cr a� � � CSt �°�.e o j�j�j e e o �m QO��-o�� 1� Id`'���a O s�a s ��e1� d J��`��16�l�16 t►�11`�`,o , I , � 1 _ 1 I i Y � � , -� „ � + I THIS D41G PREPARED FP,OM COMPUTER INPUT (LOAOS 8 DIMENSIONS) SUBMITTED BV TRUSS MFR (66-Zephyrhills Station �p2 -- ** - HJ6) Top chord 43TSC2 75 1 5x2.75-43-SSKSI Fasteners=14AMD Circles show the min no. of blue 14AMDB1 25 fasteners and Bot chord 43TSC2.75 1 5x2 75-43-55KSI squares show the min no of red 14AMDR1 5 fasteners per member See DWG TSO11 Webs 33W 75x.75 75x 75-33-45KSI W1 3341 75x1 5 75x1 5-33-45KSI for detalls , Special loads 149 mph wind, 33 60 ft mean hgt, ASCE 7-10, LLOSED bldg, Located anywhere in roof, -------------------------------------------------- RISK CAT III OR IV, EXP 8, wind TC DL=5 0 psf, wind BC DL=5.0 psf GCp1(+/-)=0 18 TC- From 10 plf at 0.00 to 10 plf at 7 97 BC- From 10 plf at 0.00 to 10 plf at 2 91 Wind loads and reactlons based on MWFRS 13C- From 10 plf at 2 9] to 10 plf at 7 97 TC- 80 00 lb Conc Load at 0 33 Right end vertical not exposed to wind pressure. BC- 78.00 lb Conc Load at 2.01 BC- 90 21 lb Conc Load at 2 62 Left cantilever 1s exposed to wlnd BC- -156 00 lb Conc Load at 5 02 6C- -7_06 00 lb Conc Load at 5 32 in 11eu of rlgid ceiling use purlins to brace 6C @ 48” OC � BoLlom chor•d checked for 10 00 psf non-concurrenl Iive load Deflection mee[s L/360 live and L/2�10 Lolal load. See TS standard detail book for truss to truss connectlons Non-standard connections to I be deslgned and approved by a Reglstered Oesign Professlonal O (H) Slr'ucLural fasaia altached Fascia desiyn and connection by olhers. i 1 1 � 4 43 � 1 1 3- -1 1 1 3- -3 1 1 1 1 � (H) 5"12 W � QQ ii ii ii QQ ii � � �= 2-10-15 '� �`�E�111r►tlr►�>v 7-11-11 Over 2 Support , `\�� P. aamoo ,� Pp R=593 U=314 W=11.913" �0v���.�o���G C N��,4�%����U�=106 W=3" .. � o � - � � No, 76�45 � a � � * ° GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10 1� � ���4'7�'�T�:4 FL/-/4/1/-/R/- Scale =.75"/Ft. /� **WARN I NG'k'� rxusses eEUUiae erracue eane IN FPtlY.iCi•T1114. IIAN�IINf. SIIIPPIIIL. IIISi51LRIL (�'7'/�T[� [' O (,�--". TC LL 20.0 PSF REF R6384- 40655 / \ M1NU BNAf.INf. IINL151�11IILI:IIISE INI11lA1Lf1, fi�l'CIII�I:f1 511�11 IIAYE I'N,t�YEkLV,+Itai'IIFI)Sil',IIf,IUN,�I t✓ �o J I/"1 I(,. Of� d �„v`4 A T n� PAlIELS ANU bJ�iDll CIIi1N�SII4LL IItVE 4 NROYCPIY AII�CIIED Y,If.11�C[II IqG. 'rd O d� QO �` TC DL 15.� PSF DATE 03/28/14 HI.r **IMPORTANT** NY.NI511df.nPY��fIIIISUFSIf.NI011lCius�auniinx�aNieacrna NNACINi� ���/��� �tO���D�y_p`�\`��~ 81. DL 15 0 PSF DRW MOUSR6384 14087005 'j'RUSST`EEL DEPICiE0uNi111SUCSIGII ISOIILY(UY, LAICN4LSUP1'YRI OfIPI1SSNCVl1{ERSiupCUllC[ NUCY.IIH�L[N�IIIS, dd��J � � ` �\'``�` pC LL O.O PSF MO-ENG BWC/BWC FIL DESIGN, FIIn�.I1NfN1 aNp INSi?LLa�I�N�f fFHPOP,4PY 4NL PEFIILIIfMi BNA�'ING. 1�P.CSIST Lf1CFf1 �J �N+ A1 L �1 FOYCES AN�HOLII iR11S5C5 PLlllltl. SIIALL BC THC AESPUIISIflILIif Uf ut11CPS lill BIlll�lllL GGIIVOIIEIIIS f�R�)III` '�dle�i��/�8/2014 TOT LD. 50 0 PSF SEQN 3286 REV ITWBuildingComponents Group��/�C. �Nf, SNaLt Nni p[Y.F51'��tI510LC F[�R 41lf UCVIAiIOt!fI+JM IIIIS f�C51f,N I�k IIAN�LIH�, SIIINPINf. I115iTLLIN�i ETRII City,MO G3045 AN�BftACING OF i111155C5. AN ENGIIlEEft'S SEAL 11N illl)OP,TIIIHG AI'I'LIES JNLY 70 TIIC�CSIGII Of illE fl'USS FLC0.4k0278 ucrinm ucxt Ruu 5iuu uni ec euuu nron iu,,i��r,ni�u uRr SPAC ING 24.�" JREF- 1V516384Z01 �14087005J�(null��[ALPItIC�[AISI 2007 �[IIJ6J66/� [Paqe I� (rcii za a��rcm. i5 o��oco� i5.o�picu. o.o��nsi � ao��ac zn a��riw i��saFrir r a� [SIU.AUIO LOApIIOC YA 00�[nSl I Ocl�[tIM 1] • °"-=�earinys=-= �X�Loc�[React][Size] =m--= IO PLF(R o.o co io e e.o �y-3s.i�� oz] � 3.361[ 57711a�^I I 7 90][ 141J�0 25] 10 PLF c+ 0 0 to 10 l 2 9 �y-75 7][ OX� � 10 PLF t? 2.9 [0 10(+ H.0 �y-Y6.7�[ 0'L� V LntlPLS Maxi FIaxC AYL N11D SIIH LRII' CSI COM�GLC Lenglh Gratle �race 80.00 Ibs. C 0.3 3tl.1 Anqle-270 0- 2 1 0 0.90 0.00 0 00 0.00 0.00 SU 3 0.80 A7i5C[ 75 Diapli 7t3.00 Lbs. (: 2.0 2fi.7 Anqle-270 2- A 7 0 0.00 0.00 0.00 0.00 0.01 5� 1 2.A1 AlT5L2 75 Diaph 90.21 Lbs. C 2 6 Y5./ An91e=270 � - � 4 6 430 PA 0 04 0.02 O.OA 0.00 0.05 A9 2 22 95 47TSC2 /S Diaph 156.00 lbs. l 5.0 2F,.7 Anqle°270 � � � 6- 8 495 186 0 05 0.04 0 O4 0.00 0.06 A� 2 1 10 AlT5C2 75 Iliaph ZOG 00 Lbs. C 5.3 26.7 Anqle=270 8 10 A96 186 0 OS 0 OS 0.01 O.OU 0.11 AU 2 G.2G A7�SL2 75 fliaph Or9.ry 1 Vert.R= 239 0 q IIOr.R= 0 O,y IO�I2 503 182 0 OS 0.08 0 01 0 00 0 12 A6 2 1 l7 AJ�SCY 75 Oiaph Bry ry 2 Verl R= 197.3+�IIOr.N= 0.0� 12-I4 515 182 0.05 0 OS 0.01 0 00 0.1"L AU 2 8.88 4J�SL2 75 Diaph =-_�--_._._.___.�.=.e.e._._._._._.�.-._._.-.- a 1-0 16 382 IAA 0 04 0.05 0.08 0.00 0 10 50 2 1 A5 A7i5C2 ]5 Diaph [S�D.AOiO LOAUI][OC 24 00�[ASI 1.00][HM 1] 16 ]8 271 93 0 03 0.07 0.01 0 00 0.03 A9 1 19.24 4JiSC2 75 Diaph 10 PLF @ 0 0 to IO @ 8.0 [y°38.1][ OX] 18-20 22J 75 0.02 O.D7 0 02 0 00 0 OB AU 1 3 J9 A7i5C2 75 Diaph 10 PLF l 0.0 to 10 @ 2 9 [y-26 7][ 0%� 20�22 lA3 57 0 01 0.07 0.01 O.OU O.U7 SR 1 1 A9 A7iSC2 75 Oiaph 10 PLF C 2 9 [0 10 C 8.0 [y°26.7][ OX� "L'2 2A 12 17 0 00 O.D3 0.00 0 00 0 03 AB 2 31 51 47�SC2 75 Oiaph 112 50 Lbs. @ 0.3, J8.1 An91e=27U 2A 21 0 1 0 00 0.00 0.00 0 00 0.00 SB 3 0.93 A7ISC2 75 Oiaph 112 50 Lbs. l 0.3, 3tl I Angle°270 1 3 0 -0 0 00 0.00 0 00 0 00 0 00 SB 1 0 75 A3i5t2 75 @ Ae' ll AO lbs. C 2 0, 25.7 Anyle-270 3 5 0 �0 0 00 0 02 0 00 0 00 0 02 5� I 20 10 43iSC2 75(:48' A7 09 Lbs. C 2.0, 26 7 Angle=27a 5 7 161 ]9i 0 07 0 02 0.02 0 00 0 09 AB 2 7.69 A3�SC2 75 l 48' ftrg.p 1 Vert R= 59J.5 q IIOr.N= -�.O,y 7 9 161 795 0 07 0.02 0.00 0.00 0 09 A� 2 5 80 A7TSC2 75 @ AB' brg p 2 Vcrt R= -130 6 y Ilor.2= -O.O,y 9-Il 172 �AA9 0 07 0.03 0 03 0.00 0 11 AD 2 1 10 AJi5C2 75 @ 48' '-".�._.�._._'_"-"_._-�-.' ""°'°"'__'-" 11 13 172 --0A9 0 08 0 IS 0.03 0.00 0 23 A� Y U.Z6 AJi5C2 IS l 48' [FBC pass $Y��OC 24 00�[�51 1 00�(I!M 1] 13 IS 174 -A9A 0.08 0 IS 0 21 0 00 0.26 50 2 1 11 A7TSL'2 75� 1' 70 PLF(a 0 0 to l0(_ 8.0 [y-78.1][ 0%] IS i7 17A �A9A 0.17 0.06 0 O1 0.00 0.19 AU 2 17 98 47�5C1 75 @ 48' 0 PLF c�? 0.0 to 8@ 2 9 �y=26 7][ 0'L� I7 19 02 2.11 0 07 0 06 0 07 a.00 0.09 AO Y 1 d'3 A3i5C2 75 l?48' 20 PLF @ 2 J to 10 @ 8.0 �y-"l.6 7�[100'K� 19 21 82 2•II 0.07 0 OA 0 OJ 0.00 0.08 A� 2 3.55 A31SC2 75 @ A8' 70 PLF l± 2.9 to d0 @ H.0 �w'LFi ]][ OX� 21 23 82 2d1 0 11 0 OA 0 00 o.on D.lA AB 1 29 45 dJi5C2 75 @ 48' 13rq S 1 Yert R= 374 6 jj Ilor.lt- -0 Oq Z1-25 0 -0 0 00 0 04 0 OS 0.00 0 OG SO 1 1 51 43i5C2 75 @ 48' Brg p 2 Vert R= lA1 U y Ilor.lt= -0.0# 7G 7H 0 0 0 00 0 00 0 00 0.00 0.00 SB 3 0 A7 A3�SCY 75(A A8' _._ _._._-- __ --� _ _ ___ _______ ___ [MWIRS OPLIf1.L0�D][Of.%A.�O��ASI 1 00][NM l� fndPts MazT MuxC A%L UNO 5112 LRIP CSI CUMB f,LC Lenqlh f,rede Brace 5 PLf l 0 0 [0 5@ BA �y�l8.l][ 0'6] 2 7 lEf 0 0.01 0 00 0 00 0 00 0 00 A� 1 3.33 J3H./5x1 5 5 PLF Ge 0.0 lo S m n.0 �y°76 7][ 0'6� •1 5 165 �-006 0.22 0.00 0.00 U.00 0.22 A� Y 18.12 73W.75z.75 -A2•17 16s t9 2 0 [G / An91e=270 6 7 187 �iJ 0.13 0.00 D 00 0.00 0.07 A9 2 I2.11 J3NJ5: 75 -91 00 fUS @ 2 G 26 1 Anqle°270 e- 9 31 ISI 0 07 0.00 0.00 0 00 0 07 Ati 2 13.37 73N.7;z 75 167.BA Lhs. l: 5 A 26 / AngIe�270 10-11 89 JS 0 06 0.00 0 00 0 00 0.07 AO 1 lA fi6 33N.75s 75 19U.25 L6s C� 5 J, Yfi / Angle-270 12 17 60 I•10 0 07 0.00 0.00 0.00 0.07 AB 1 16 68 734I.ISx 75 Iirg.;{ 1 VcrLR= 710.7,d IIor.IF O.Oq 14 15 204 704 0.21 0.00 0 00 0 00 O.ZI AU 2 18.15 33H.75: 75 lir9.p Y Vrr[.R- -105 6 d Ilor.lt� -0 O,y I 16-17 449 196 0 10 0.00 0.00 0 00 0 I[i A� 2 2A 9fl 33NJSz 75 °-"�'-".---'-_-`-__._-.-._ --''-_-_-_-_�-- I+1 I9 54 I/1 0.12 0 DO 0 00 0 00 0 IY AU 2 25.71 33NJSz ]5 [MWFpS SID.AOIn LOADJ�OC 24 001��51 1 00](11M 1� 70 21 77 245 0 lll 0 00 0.00 0 00 0 IB hfi 1 2Fi 63 37W 75z 75 9 N11 F9 0 0 l0 7 C U.0 �y=Je.l][ -0%� � 2Y Y3 735 115 0 17 0 00 0 00 0 00 0 13 AU 1 J9 07 JdW ISz 75 J Ptf a9 0 0 [a S t? 2'J 1y=26 7][ -07.� � S� [d '15 0 lti 0 05 0.00 0 00 0 00 0.05 AU 3 37.87 37H 75x 75 7 PLI � Y.'J [a 7 e± }5.0 �y=2G 7�[ -0%� � I ZS 2G ]03 Zi2 0 09 0.00 0.00 0 00 0 09 AO 1 4 19 37N 75z 7; �53.51 Lbs F9 0.1 JB 1 Anqie�[/0 i U.37 IUS. @ 0.3 )ti.l Angle°270 Iloae % Loc Y-Loc de(lY(L) OefIY(T) dxL Az� Ma:Shear GLC 13.27 Lhs. @ 2.0 26.7 An91e=270 ., 0 0.00 32 03 0 O1 L/999 0 OA L/9J6 0 0� 0.00 0 0 13.00 LUS. @ 2 0, 2h.1 Anylc°270 � 1 0.00 3I 79 0.01 l/999 O.OA L/936 0.00 0.00 0 a 18.04 LDS. @ 2 6, 26 7 Anqle=270 2 0.06 32 OS 0 Ol L/999 0 OA 1J933 0 00 0.00 I! I 12 2A LUS. @ 2 6 2h.7 Anqle-270 I 3 0 Ofi 71 /e 0 O1 L/559 0 04 L/937 0.00 0 00 17 1 52 91 Ibs. @ 5 0 25./ An71c=2/0 d 0 25 72 1"1 0 O1 L/99] 0 03 L/927 0 00 D 00 20G 2 69 IIG Lbs. (? 5.7 [( / AnqIe=270 5 1 7A JI 7t5 0 O1 L/999 0 02 L/805 0 00 0.00 97 L 13r9 q 1 Yerl N� 61 6 N Ilor Ii- 0 0�{ 6 2 OA J2 J9 0 Ol L/995 0 01 L/828 0 00 0 00 190 2 13rg.M 2 Yert R= 75 2 j1 Ilor.lt- �0 Oq 7 2 04 71 78 0.01 L/999 O.Ol L/777 0 00 0 00 12A 1 `-° °-`---'-°-_ _-`-_�_-'"-' '"'°_'-m.=.=-- 8 2 13 72.82 0 00 LJ999 0.01 L/818 0 00 0.00 199 2 [MWFRS SIU.AUIU LOA1�[UC 2A.00�[ASI 1.00][NM 1J 9 2 53 31 78 0.00 I/995 0.01 l/615 0 00 0 00 13J 2 3 PlF c�+ 0.0 [0 3@ 11.0 (y=38.1][ -OX� 10 2�2 37 00 0 00 L/995 0.01 L/SSa 0 00 0 00 10, 1 J Plf�? 0 U l0 3 tA 2 5 �y�2G 7�[ �Ok� II Y.Fi[ Jl 78 0 00 l(5')9 0 01 L/SAB 0 00 0.00 13d '1 7 VLf e! 2'J Co 3 c•? 8.0 (y°Y6 7J( 0:� 12 Z ll 33 07 0 00 L/9'J9 0 Ol L/A28 0.00 0.00 107 1 I51 64 LUS. � 0.] 78 I Anyle-Z/0 I] 3.JI 31 IB 0 00 I.(995 0.00 L/999 0 00 0.00 -997 2 37 50 Llis � 0.7 :1N.1 .1n91e=270 14 3 41 33.29 0 0 L(999 0 00 0 00 -J52 2 10.65 lUs � 2 0 '26 / An91e°27U IS 3 J1 31 78�Q� �Orr�� 0 00 0 00 �99fi 2 li 7�L6s c: 2 0, 26 7 Anq1e=270 lfi 3 52 33'1�Q 0 0 00 L(Y'l.i� 00 0 00 391 Z Orq.p l Vert.R^ -IJI.II j�IIOr.R- 0 0� 17 4 30 �e�(1 0 00 L/9��`.��� 0 00 306 2 tirq p 2 Ver L R° 75.8,q IIOr.R= -0 0� l8 5 02 ��8�t$� e9'A fflO�,L/."l,(�y� 0 00 119 2 '_°.`._.°.'.°.___.'.`.'.'.°.' '°_°.`a_`.°.'_' � 19 5 02 t3 / p L, 99 0.00��Y�( 0s� 00 305 2 [MNFRS-FI.IIPLI�LLU][OC 2A.00�[A51 1 00][NM 1] ZO 5.72 4���-y s0.00 L 9 0 00 L/��F''-�/�oa -a�o 1 5 PLF c? o o io s� o.o �y-�s.i7� ax� I 21 5 72�(�,ZI"79 0 00 L�9� 0.00 L/949�I 4T D�0 132 2 5 PLf l 0.0 to 5l 0.0 [y=26.7][ OZ] � 22 5��YAQA 0.��L/9 9 0 �/9��O(�iO.F�U -108 1 -S1.91 IUS @ 0.3, 18.1 Angle°270 - I 23 7 W.Q31ID��0 NdL/995�0 �L/99l0�.10 0 Q6, -21A 1 17.37 Lbs C 0.3, 18.1 Anqlc=270 ti Y.7 7.'q'-IT^�.3i. 0. L/'�'��0 li0 L(959�'¢.�1i0 m 3A 3 I3.27 Lbs. @ 2 0 25./ An71e=270 2h 7�3 e�'�{' -�- � - p�,;,� 0 0 13.00 Lbs @ 20. 26 7 Anyle-270 Y5 7�D]].� 0.�,1/9 0�/999�W'O.Oe� 2Il 1 �A2 47 Lbs l 2 0 26.7 An91e=270 27 7.� Ti 5r o rob'�/�0 6a L/999��0 OLL�, 0 0 -40 2A LUs @ 2 6 2G 7 An91e=270 za �;r R Q -� !,- (rT - -�e �-� o o so �c�n�. c 2 6. 26.7 no9i�=z�a � � -SJ -� � � /�.�o �.w 163.84 LUS C 5 0, 26 / An91e°DO po s� 6 (]'7 -'� �� 4A IG Lbs. C 5 0 2G / Angle°270 t- N ��i o e ``e 198.25 Lbs. C 5.7 26 7 An91e=270 I O �.' /� O B e �1b 55 G7 LbS. C 5.3 25 ! An91e-270 � V� • ���O 0 6rg.� 1 Ycrt R= -313.8�'IIOr.R= 0.0� A �f / � O p � d 13rg.j� 2 Yr,rt R= 42 5 A IIOr.R- �0 0�.,' ^ I dd���e'�����}�t�a�t�'b��'`� I Randy @ Romac add detai Is ° ` __-�'-`'°� `� I I 1 / I I I I � II � � I I I I I - I I I I I I � I I � 19 20 71.22 t7a2J 2A.2Aa25.'1.5.25U 25c.2ti�.26a � � IsoY/.27a.27b.27c.28.29 79 d0 Al 47 40.58 � � L5031a � � '.' ° °.'_` _____._._.�.e _.a_'.`._._._._._._� I � I li �- � + 1I Y • ' THIS DVIG PREPARED FP.OM COt1PUTER INPUT (10AD5 8 DIMENSIONSj SUBIIITTEO 8Y TRUSS MFR (66-Zephyrhills Station f�2 -- ** - HJ7) Top chord 43TSC2.75 1 5x2.75-43-SSKSI Fasteners=14AMD Circles show the min no of blue 14AMD81.25 fasteners and Bot chord 43TSC2 75 1 5x2 75-43-55KSI squares show the m1n no of red 14AMDR1 5 fasteners per member See DWG TSO11 Webs 33W 75x 75 75x 75-33-45KSI W1 33W 75x1.5 .75x1.5-33-45KSI for details Special loads 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLGSED bldg. Located anywhere in roof, -------------------------------------------------- RISK CAT III OR IV, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf GCpi(+/-)=0.18 TC- From 10 plf at 0 00 to 10 plf at 10 48 BC- From 10 plf at 0 00 to 10 plf at 4.18 IJind loads and reactions based on MWFRS BC- From 10 plf at 4 18 to 10 plf at 1� 48 ' TC- 225.00 lb Conc. Load at 0 06 R1ght end vertical not exposed to wind pressure Left cantllever is exposed to wind In lieu of rigid ce111ng use purllns to brace BC @ 48" OC Oefler.tlon meets L/360 17ve and L(240 total load See TS standard detal7 book for truss to truss connectlons Non-standard connectlons to be designed and approved by a Registered Design Professlonal (H) SCruc Wral fascia allached. Fascia design and connecCion by oLhers. I I � 1 2 2 3 � I 1 1 1 � 2- -2 2-5-13 II 1 1 'I �i � (H) 1 1 5"12 �� � Q ii Q ii zi � � ' �� 4-2-3 —� ,����oaerrrrri�,,/� , � 10-5-12 Over 2 Suppo���., 9 P I smo ! �� � �� � ° o �P R=719 U=221 W=5 657"�a°��'o°�\G N s�,°n Oj/Pr� R=79/-483 U=133 W=3" � ° ° !i � � : No, 76�345 * =. GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10/!, 0 �(1P.-r�����1 FL/-/4/1/-/R/- Scale =.75"/Ft. , *'FWARN ING** reusses eenuir.e caraurz e�ee IN FAOP.1CA71NG, HAII�LINL.SIIIPPING. INS1M1LfING r a ..m TC LL 2��� P$F REF R6384- 40656 � � �.,n s-rAre: or- • �,� ANO BY.ACING. IINLC55 n�1IfN.IIISC IN011aifU, i��P CIIOkD SIIALL II,�VC PI;OPEY.LY Jilnf,ll[IJ SIY.IICiI1kAI yI � 0 a A T 7�� 7XIIElS AND BOI7UFl[IIGP.0 SIIFLI unve n rr.orcv�r A�iACpCD RIG1�CCILIIIG. �� C� • , o �,r T C D L 1 5.O P S F D AT E 0 3/2 8/1 4 r �,(� e � t�Lr **IMPORTANT** vuFwsn AlOPY nr �xis oes�au io we msrsunnm+lONIP.ACI�p un,:r.ixc s°r.rd`' �p ORIO� r.�`!�� BC DL 15.0 PSF DRW MOUSR6384 14087019 TRUSS �r� �NAL �� BC LL 0.0 PSF MO-ENG BWC/BWC TEEL UEPICICO UII i1115�CSIL11 IS UHIY FJk LR7CPAL SUPI'�kI Jf IVUSS IICIItlCNS iu ACUIIGC BIICY.LIIIG LCllf.ill) �`,� � �` ��4 ALl UESILN, piTAf,NNENT ANU INSiALLAiION OF iElil'ONAPY AIl�PCRMaHEN7 BRACING, i0 P.ESISI LA�EPAL se ea�a��i��1L8�ZO�4 T 0 T.L D. 5 0.0 P S F S E Q N- 3 2 9 8 R E V FOPCES All�HOL�TP.IISSES F1U118. 51{pLL OC illC RESPD11518ILITf f�F OiNERS ITH BIIILDIN4 LDIIPOlIENiS LRUUP '� ITWBUildingComponenesGroup��fIC. ���� SNALL NOl BE ItE5PON5101C FIIR tHY UEVIAiION fI+OM i1115 DESIGN ON IIANLLIHG, SIIIPI'lllf, INSTALIIHi� ANO BRACING Of 7RUSSCS. AII CNGIIIEEN'S SCAL U11 fNI5�RALIIIlG RYPIIES ONLY 7�IIIC UCSIGI{DF 711[ iY.1155 EarthCity,M063045 SPACING 24.0" JREF- 1V516384Z01 FLCOA#0278 ���P����U HENC Anu suau NUT BC kELlClI uvmi iu�xr onicx H,r �1A08)019][(nul1���AIPIIIE�[AISI 200� �pIJ7�6G/� [Paqe �1 �ICIL '20.O�ITCDL I5.0�[�COL 15 OJ[RCLL 0.0][ASI 1 00�pIC 2A U�[tIN 1��SOFfI! 'L OJ �STO.AIlfO.IOA��[UC YA 00�[ASI I 00�(NM I] ' -°°s°Dearinqs>°= �l(-LOC��2eact][Si�e� __°°= 70 PLF td 0 0 [0 10 @ IO 5 [y°15 5][ OA� N �n a��� �i���o,v� �io n��� 79�[0.25� �a r�r e o.o �o �o c•e n.z �y-s o�� os� ` to rir ce n.z io to c io.s �y�s o�� ox� CndPts Mazl 11axC A%L f1ND 51111 LNIP CSI C0110 f,lt Lenqlh f,raAe Orace 125 00 lhs c�^ 0 1 15 5 Angle=270 0- 2 � 0 0 00 0 00 0.00 0.00 0.00 S� 3 0.76 A3TSC2 /S Iliaph lAY.31 LUS. C 2.0 5 0 Angle-210 �,------ - - I 2 d A6 4 0.00 0 08 0.05 0.00 0.05 SB I 2 79 43TSCY 75 Uiaph 360.00 L65 @ 4.9 5.0 Angle=270 �� � 4 fi 739 �52 0.08 0 08 0 O1 0.00 0.13 AB 1 2L 38 43TSCZ 75 Uiaph --189 65 L�s @ 7 7, 5 0 Angle-270 6- S 801 -53 0 08 0 OA 0 06 0.00 0.10 AB 1 2.06 47TSC2 75 Uiaph 9 65 Lhs C 7 1, 5 0 Angle-270 B 11 1297 -46 0.14 0.10 0 01 0.00 0.19 A� I 31 A7 A9TSC2 75 Iliaph Or9 ,y 1 Ver L R= 215.9 @ IIor.R� -O.Op 11 12 1276 AS 0.13 0.10 0 00 0.00 0.19 AO I I.OJ AJi5C2 75 Oiaph Org p 2 VerC.R= -A07.0 y Bor.R= -0 Dy l2 14 1217 ,IS 0.13 0.10 0 07 0 00 0.19 AB 1 1.80 AJ75C2 75 Uiaph "-"-'-"-"-°-'-°"-'-_-'""-°-_°-°�°-`-_-__-` 14 l6 707 -fi6 0 08 0 09 0.01 0 00 0.15 A[i 1 32 76 Ali5C2 75 Uiaph [SiD.AUi0.L0ADl][OC 2A.00�(ASI 1.00][NM 1] 16-18 649 55 0.01 0 09 0 15 0 00 0.18 SB I 1 58 AJTSC2 75 Oiaph 10 PLf @ 0 0 to 10 @ 10 5 [y-15 5][ 0$] I&20 ] 7 0 00 0.03 0.00 0 00 0.03 AB I 31 SA A3iSC2 75 Oiaph 10 PLF C_ 0.0 Lo 10 @ A 2 [y=5.0][ 0%J I 20-2J 0 -0 0 00 0.00 0 00 0.00 0.00 SB 7 0 89 A3TSC2 75 Diaph 10 PlF @ d.2 to 10 @ 10 5 [y=5 0 OX lI 1 1- 7 0 -0 0 00 0.00 0 00 0 00 O.DO SB I 0 75 A9�SL"7 75 C�A8' 90.00 Lbs. C 0 1 15 5 An91e°270 1 5 D �0 0 00 0.02 0.00 0.00 0 02 50 I 19.f�7 AlTSC2 75 C AB" 135 00 LUS. C 0 1 15 5 Angle=270 I 5 7 51 773 0 12 0.06 0 03 0.00 0 IB A6 2 3.86 43�SCY /5 @ 48' 13rg{ 1 VerL R= 57A 7� IIOr.R= O.Op 7- 9 51 773 0.28 0.05 0.00 0.00 0.72 AB 1 26.26 A3TSt2 75 C 48' 6rg� 2 VerL R= -U9 7 p Ilor.R= -O.Oy 9-10 A5 12fi8 0.21 0 08 0 04 0 00 0 28 A6 1 2 88 A3TSC2 75 @ 48' •._-_-_.-.-._._-_._._._.a.___.e__._.____a__._._ 10-13 AS 1256 0.22 0 09 0 00 0 00 0 29 Ae 1 A.80 A3TSC2 75 @ 48' [F�L pass p2][OC 2A 00][ASI I 00][NM 1] 1]-15 A5 1256 0.61 0 09 0.01 0.00 0 65 A6 I 31.D0 43i5L2 15 C A6' 70 PLF l_ 0.0 to 30 C 10.5 [y-15 5][ OX� 15-17 67 760 0 17 0.04 0 OS 0.00 0.17 A6 1 2 IA A3�SC2 l�i�48' e PLF cd 0.0 Lo 8� A.2 [y-5 U][ OX] V-19 67 768 0.36 0 10 0 O1 O.OU 0 d4 A6 1 70.SI 43�SC2 15 C 48' YO PLf l9 A.Y to 20 C 10.5 [y-5 0][100%� 19-22 0 �0 0 00 0 10 0 I1 0 00 0 15 513 1 I 77 A3TSC2.75 @ 4d' 70 PLF l A.2 Lo 30(?10.5 [y=5 0][ OX] 22 24 0 0 0 00 U 00 0 00 0.00 0 00 56 3 0 88 43TSC2.75 C 40' 135 UO IUS.� 0 1 15 ; Angle°270 13rg.9 1 VerL.R= 710.8,y IIOr.R= -0.0(� 1 F.ndPts Mazf MaxC AxL PHI1 SIIH CRIP C51 LOMU GLC Length Gretle Brace �rg� 2 YerLR= 7'I 1@ IIor.R= -O.ON I 2- 7 Iif 0 0.01 0.00 0 00 0.00 0.00 AB I 3 2E 73N.75z1 5 _._._-_.___.a__ _.-�.m._.e.--a.�.�_�_._� A 5 57 7S1 0 AO 0.00 0 00 0.00 0 AO A� 1 I7 5A 73WJ;z /5 �M41fR5 UPLIFi.LOAU�[UC 24 00][ASI 1 00][NM l� _ 6- 7 3'L7 I�I 0.22 0.00 0.00 0.00 0 13 A� I 7 80 73W.7ix 75 5 PlF @ 0 0 l0 5 C 10 5 [y°IS 5�[ 02J 8 9 0 -5G5 O.AO 0.00 0 00 0.00 O.AO A6 I 25.59 J3N.75x 75 5 PLF C 0 A l0 5(�10.5 [y�5 0][ 0:� i 10-11 15A �AfA 0 23 0.00 0 00 0 00 0.27 A!3 3 IA 61 37H.75z /; 2-0.27 LOS C 2 0 5 0 Angle-270 � 12-U !I d17 0 16 0.00 0.00 0 00 0.1G n0 1 IA.JO J7H.75x 75 157 90 LUS C_ A 9 5.0 AngIr270 IA-15 643 lAA O.A3 0.00 0 OU 0 00 0.25 A11 2 37.A1 37H.75x 75 257 OA L6s t? 7 7 5 0 Angle=270 ^ 16-17 50 731 O.d4 0.00 0 00 0 00 O.AA AO I 20.80 J]H.75x 75 Org.� 1 Ver L R= 221 5 ry IIOr.R� �0 O,y 18-I'J 947 76 0.64 0 00 0 00 0 00 0.37 AA I 76.07 33N.75x 7S �rq{ 2 Ver L R= 132.9 @ Ilor.R= �0.0�' ^ YO-21 0 40 0.07 0 00 0 00 0 00 0.07 A6 7 22.8•I 33W/;x IS =�_-_-_._._.e.o._.e.e-=e._.=�_-.e.a.�__-e.,..� 2I 22 A8 506 0.27 D 00 0 00 0 00 0.23 AO I A 19 37H 7Sz 15 �MWFRS SIU.AUT0.LOAUJ[OL '2A 00](A51 1 00][NM I] 3 PLF C� 0 0 Lo 7@ 10 5 [y=15 5�[ -OX] Notle %-loc Y Loc de(IY Q� deflY(I) dxl Oxf RaxShear fLL "3 PLF t�9 0.0 to 7 C A.2 [y-5 OJ[ -OX� 0 0 00 10 37 0 OS lJfi6A 0 1'1 l/460 0 00 0 00 0 1 3 PLf Ae q,t lo J C 10 5 [y=5 0 -0: i I[ 1 I 0 00 10 ll 0.08 L/fihfi 0 12 L/df,l 0 00 0 00 0 (1 70 84 IUS. C 0 1 1; 5 Anqle-270 I 2 0 05 10.38 0.08 L/6G6 0 11 L/Afl 0 OU 0 00 23'J I A5.00 Lbs. C 0 1 15 5 Angle°Y70 3 0 06 10 11 0 OB L/666 0 Il L/d61 0 00 0 00 -17 1 '18.dG lbs.C 2.0 5 0 AngIe�270 4 0.29 10.d2 0.07 L/fi77 0 I1 L/A65 0.00 0.00 2J1 1 -6.SA 16s. C 2.0 5 0 nngle-270 5 1 72 10 11 0.05 L/699 0 07 L/ASA 0 00 0 00 I61 1 41 l5 Lbs. � 4 9, 5 0 Angle=270 6 2 04 10 75 0 04 L/732 0 O6 L/507 0 00 0 00 283 1 55 57 LDS. @ 7 7 5.0 Angle-270 7 2 OA 10 71 0.04 L/720 0 06 L/499 0 00 0.00 16-0 1 -0 00 Lbs. C 7 7 5.0 Angle-270 8 2.21 10.79 0 04 L/7A6 0.05 I/Sil 0 00 0 00 285 1 13rg.,� 1 Vcrl.R- 110 6@ IIOr.R= -0 O,y 9 A.23 10.11 0 00 L/til2 0 00 I/563 0 00 0.00 IU2 I Brg.;� 2 Vr.r L R= i2.3 fl Nor.H= -O.Op' ' 10 A 4/ 10.11 0 00 L/5J5 0 00 L/955 0 UO 0 00 lU5 I `_�_-`�`-_-_-_-°--'_---°-"-°_ °-° "'"--`-'' 11 A 78 11.28 0 00 L/939 0 00 L/999 0 00 0 00 351 7 [14HpR5-SIO.AOTO.L�A1�[OC 2A.00][ASI 1.00][NI1 1] � 12 4 87 11.70 0 00 L/993 0 00 l/599 0 00 0.00 A16 7 7 PLF l: 0.0 to 3@ 10.5 [y-IS 5][ -0%� I 13 A.87 10 il 0 00 L/999 0 00 L/999 0 00 U 00 11T 7 3 PLF C 0 0 to 3@ 4 2 [y=5 0][ �OX] 14 5 02 11.73 0 OU L/999 0 00 L/599 0 00 0 00 -Al2 3 7 PLF C 4.2 [0 3@ 10.5 [y=5 0][ -OLJ 15 7 52 10 11 0 00 I/999 0 O1 L/999 0 00 0 00 265 2 70 84 L6s. @ 0 1 15 5 Angle-'7.70 lfi 7 70 11.84 0.00 L/999 0 01 L/999 0 00 0 00 -G93 1 �IS 00 IUS. � O.l 15 l Anyle°270 17 / 70 10 11 0.00 L/999 0 01 l/999 0 00 0 00 -261 2 Org.� 1 VerI.R= 15.8; IIOr.R= 0 Og i lF! 7.t17 11 87 0 00 L/999 0 01 L/J59 0 00 0 00 -592 1 Ilrq;7 2 Yorl R= 28.7,y IIor.R= -0 0�1 _/ 19 10 27 10 I1 0 00 L/999 0 00 L/995 0 00 0 00 50t1 1 --_-� _--_ _-_._.e.=._ _-_.<._._..e.�.=.�.e.e 20 10 41 I2.36 0.0 � L/955 0 OU 0 00 37 3 [MWFRS-F6C pass p2J[OC 2d.00J[ASI 1 00�[NM 1] � z� to.a� io ab �t� �1�� 0 0 10 PLf N o.o io �o� io s �v-�5 s�� -ox� zz �o a� io,t�� o 0o i/��g� o0 0 0o sos i s r�v� o o �0 3� n z �y-s o]� -oz7 , i 23 10 48 �}0�(1� o 00�/�`��j� o oa o o z P�r� n.z ia -z e�o s �y=s o�poox] � 24 10 AB *�lf]�V � ♦.a 4-�, Lj �/ D 0 10 PLF l: d 2 [0 10 C 10 5 [Y°5 O1L -��1 '�' I t� �� O ���/�/� 45 00 Lbs. @ U l, 15 5 An91e=270 � � m p �J � I3r9.k 1 Ver[.R= 210.3 @ IIOr.Rs 0 0# \o �� 6° ,' g J r 13rg.,y 2 Ver[ R= -0.8,y IIOr.R= -0 0$ o '`� � z ` �� n- �ti �1 ` Q /� �MWFHS M.OPLIFT.LO�[�C 24 00�[ASI 1 00�[tIM61� v � "~�g� � ����\\\\ - {�° s r�r� o a io s� ios �y-is 5][ o`�I ��g.� D � ��.° 5 PLf C 0 0 to 5 l 10 5 [y°5 0][ U%] � w�y a� r�,.., � �� ' 70.dA 1.6s C 0.1, ]5 5 Angle=270 �g^� A5.00 LUS @ 0 1 15 5 Angle°270 �� �Q Q �\ a �a 1`�l� '2n.27 Lbs � 2.0. 5.0 nngle=270 �d�� -SJ -� � � /�o i1�e 167 90 Lbs @ 4 9, 5 0 Angle-270 8 C.77 -'e ?�� 37 16 I.bs. @ A A, 5 0 Angle=270 O ��j e� � Q ���`a 2fi7.0A LUS. @ 7 7 5 0 Angle-270 I � e �b 55 57 LUS. C 7 7 5.0 An91e-270 A �j f O► e� i� LO �~ 1 93 Lbs. @ 7 7. 5 0 AngIe�270 �( �rr p� � �� �1 Ilrg� 1 Ver[ R= 207 4 y IIOr.R= -0 0� �'�j_`�? � b`,� urq L z veri=P°-�a2 i g rior:R=�_.����._--.� `d����iattasbib' �-___- _--- --�----- -�----_--_� � 2anAy C Romac add de[ails I I I I I I I / I I I I I I I I I I � I I I I - � � 19.Y0.21.22.22a23.LA.2-Ia25.25.25U.25c.25A.26a � I - tso27.27a.27b.27c.28.29.J9 40 JI 47 4D.6U � ' I^ � ts071a ` � __'_'._.`__._.'.° `._.=.a_°._.=.e�.�__._.'_`.` '1 II � ' I i - � � � � i c � �i ` �l . THIS D41G PREPARED FP,OM COMPUTER INPUT (LOADS 8 DIMENSICNS) SUBMITTED BY TRUSS MFR (66-Zephyrhills Station �/2 -- ** - EJ77) Top chord 43TSC2.75 1.5x2 75-43-SSKSI Fasteners=l4AMD Circles show the min. no of blue 14AMD81 25 fasteners and Bot chord 43TSC2 75 1.Sx2 75-43-55KSI squares show the min no of red 14AMDR1 5 fasteners per member. See D41G TSO11 Webs 33W 75x 75 75x 75-33-45KSI W1 3341 75x1 5 75x1 5-33-45KSI for details 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof. RISK lJ1nd loads and reactions based on both MWFRS and C&C. CAT III OR IV, E%P B, wind TC DL=S 0 psf, wind BC DL=5 0 psf. GCpi(+�-)=0 18 I R1ght end vertical not exposed to �iind pressure. Left cantilever is exposed to wind Bottom chord checked for 10 00 in 11eu of r1g1d r.eiling use purlins to brace �C � 48" OC I psf non-concurrent 11ve load Deflection meets L/360 live and L/240 total load See TS standard detall book for truss to truss connections Non-standard connections to ' be designed and approved by a Registered Design Professional 0 3 25 �— 1 1 2- -2 2- -5 1 1 � 5"12 W � O O 1 � O iE 3-0-0 �� ,�t�tYY4lfrfPf'r��/ � 7-6-0 Over 2 Support ��\g��. Q a a t� o �Q �pv R=555 U=550 1J=4" ��> Q�a p��G C N 5�.�n� �r�, R=131 U=188 W=3" RL=172 a � e e�"ei � + No. 76�345 a p GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10/!J � ���,dL��'" 'o �`�1 FL/-/4/1/-/R/- Scale =1"/Ft. *�WARN I NG** iNUSSrs eruui�c vinnic c.�e� in raxxicniinc. un�miinc.snirru�a, irisr�,iiuw 0 [�-. TC LL 20.0 PSF REF R6384- 40657 � aNll Bksr�Nf,. IINIESS nIIICkIIISf INOI�aIlI�. I��I'flu�Y.D SII�LI II,�VI MY,ItPEY.IY.��Ia�llfll�iY.U�,IUHAI ��� STATE: OF e �� �P�F v,ucu aim xn�inn rimeo�n<ii m.v� ;i�enririr,�ri,u+co RIIfID riiiuic. "�s��f���o� FC OP 00���,� TC DL 15.0 PSF DATE 03/28/14 **IMPORTANT'�* nirxl��i a cnrr��r nns nrtiir.H �u tuc 111514LLFIIiiN roi��r.rima imni.ixc i1�,/d� e o 0�`e o° ��ee� B� DL 15.� P$F DRW MOUSR6384 14087018 Z'RUS S TEEL FLL'OCSILNI'iFIlA1�HNENH �NOIININSf�'LLt11�NY��f'UE111'UY.ANVrSHL"I'tNH411CN75 BHA[INf.CC I'UL�ESIS7LLPICFrL �,,�� `��N A 1.. �'��`''� �+C L L O.O P S F M 0-E N G B W C/B W C FOPCCS PHD HOLI)iP.U55CS PLIIlIb SII.LL 9l INC RESPUtI,l'INILII�LF u`IIICRS Iil!6111LIi1111.LUIII'�IIEIIiS LRUIIP ��I�dJ111���8�2014 TOT.LD. 50.0 PSF SEQN 13583 ITWBuildinp ComponanesGroup��/IC. �NC SIIALL Nfll IiE I:ESP�NSIBIL 1�I� 4HY I1fV14iIpN fl<uFl i1115�(SIfN 1�1+IIANIILING. 51111�1'INf.. INS7Al11Nf� A11p ON�[ING Of IPIIS�[5 All[IIGIIICCY.'S 5[PI DH flll\I)Y..�11111f�nl'Nl lf�ONLY ilt IIIC I�f11f11�I 111[ IY.IIS� EaRh City,MO G3045 FLCOA#0278 UEVICiEO NEkE A���s��.«No�BE kCIIEU UYnll���.N�o���E�N„ SPACING 24.0" JREF- 1V516384Z01 l(null)1[AlPlllf�(AI51 2007 ' lIEJ77�A5 V5/I (Yage 11 (MWF2S ASCt rrpu/u���uc zn oo��nsi �.00��nn t� �ILLL 20 O��ICUL IS OJ[OCOL IS 0�[BLLL 0 0�[ASI 1 00�[OC 2A O��NM IJ[SOFFII 2 0� Y9 PLF G9 0.� lo Y5(�? 3 0 �y=lb Oj[100'L� [sro.nuiu i.unuJ�oc Y4 00][A51 1 00�[NM 1� 5 PLF @ 0.0 to 6@ 7 5 L [y-12.S��IOOX� " -===Bearinq�--- [%�Lac�[Reac[�[Size� ----- 30 Pi.r c o.o �0 3o c: �s �y=�s.s�� ox� a� r�r e o.o io �i � i, �y=�s.s�� ox� � 3.17]� 555�� 172ti][0.3]] [ 7 A3�[ lJl�[0.25� 6 Plf C 0.0 [o S@ 7.0 �Y'5 0�[ OS� 30 PLI Gg 0.0 lo JO l? 7 0 �y= 5.0)� UY� 30 I'If c+ 3.0 to 30 C 7 5 �y-5.OJ[ OX� 30 PLF t! 3A to ]0 @ 7 5 �y= 5.0][ OY� IndPtS Mazl HazC A%I �N� 511R CRIP CSI COHB GLC Lenglli f,raAe Brace AO PLI (+ 0.0 Lo JO @ 7 5 �y°15 5�[100:� firg�7 1 Verl.R= �101.0 d IIOr.R� ll lljf 0 2 1 0 0.00 0.00 0.00 U 00 0.00 SD 1 0 JB 4715C2 75 Diaph Iirg q 1 VerL.R= Si5.5 @ IIOr.N- -0 0� Ilrg.g 2 Vert.R= 19�I p IIOr.R= -0.0{ 2 4 53 -87 0.01 0.07 0.07 0 00 0 10 SB 24 1.80 Alf5C2 ]5 oiapo Urg q 2 VerL R= 128 5 p, IIOr.R° -O.O,y' v =_ _._._._._-...._.� ___._- - _..___. .._ � A 6 224 322 0.03 0.23 0 04 0 00 0.26 AB 22 36 J9 47ISCY 75 Oiaph -�---�----__-_-_-_-_-•.-._._ _ e_a.e.- - -___ [NNFRS ASCE PrpDJL� �[OC 24 00][A51 1 00]�tlM I] 5- 8 Ifi2 207 0.02 0.23 0.06 0 00 0.25 AO 2"L 2.00 A3fSt2 75 Oiaph [F9C pass G"L1(OC 24 00�[A51 1 OOJ[HM Ij l7 PLf @ 0 0 Co I7 @ 3 0 [y=10.0][1005� 8 10 J1 -72 0.01 0.24 0 04 0.00 0.2A A� 23 50.96 43TSC2 75 Oiaph 10 PLf t. 0 A [0 30 @ ) 5 [y°15 5�[ 0%� 5 PLF @ 0 0 [0 6 C� 7 5 L [y-12 5][1005� IO 13 0 1 0.00 0 00 0 00 0 00 O.OU 58 23 0 91 AJ�St2 75 Uiaph 8 PLf @ 0 A [o e C 3 0 �y°5 0][ 0'6� 31 PLf c�9 0 A l0 71 C 7 5 [y=15 5][ OZ] 1 3 0 0 0.00 0 00 0.00 0.00 0 00 58 15 0 J5 A3fSC2 75 @ 4D' ]0 PLF l 3 0 [0 30 @ 7 5 [y-5 Oj[ OY� 70 PLF t? 0 0 l0 70 @ 3 0 [y=5 0)[ OY] 3 5 0 �0 0.00 0.20 0 D7 0.00 0.21 SB 2A 5.35 A7lSC2 75 @ A8' 20 PLF C 3.0 La ZO @ 7 5 [y°5.0][1001] 70 PLF� 3 0 [0 3U @ 7 5 [y=5 0][ OY] 5 7 740 198 0.10 0 16 0 03 0.00 0.26 AB 15 31.90 A3ISC2 75 @ 48' �rg.g 1 VerL R- 342 6�}IIOr.R- O.Oq Urg# 1 VerL R- 500 7,�IIOr.R= -12.Sp 7- 9 197 209 0.18 0.16 0 U2 0.00 0.32 AB 15 48.12 A3iSC2 75 @ 48' 6rg.g 2 VerL R= 131 A ry IIOr.R- -0 Oq 6rg q 2 Yer L R� 53.A g IIOr.R� -0.0�5 9 12 0 �0 0.00 0.03 0.02 0.00 a.04 56 24 3.01 A3fSC2 IS l 48' _-°-"-'°-°°-°-_-_._-_._._._ _-"-_-°-_--._._ _ e--_=._.'_.`°.".' °.-.'._.___._.'.°.'.'.'."_" 12 14 0 0 0.00 0 OD 0 00 0.00 O.DO 59 2 0.87 43iSC2 75 @ 48' [MNFRS ASCE Perp/L�t][OC 2A OU�[A51 1.00�[NH I� �HWFR$ASCE PrpD/R���[OC 24 00�[A51 I 00�[tIM I� '19 PLf 4? 0 0 ta 29 @ 7 0 [y=10 0][1004� 6 PLF @ 0.0 Lo 6@ 3 0 [y°10.0][1005J EnAP[s Maxf MaxC A%l Bt10 SIIR CRIP C51 LOMB GlC Length f,ra0e brace 6 PLF C 0.0 [o �6 C 7 5 l [y-12 5][100%) 20 PLF t�9 0 0 [0 20 C 7 5 L [y=12.5][IODY� Y- 3 233 �7A 0.10 0.00 0.00 0 00 0 10 A� 2 3 29 73HJ5z1 5 10 PLf t�3 0 0 to 10 C 7 5 [y°15 5][ OXJ 71 PLF @ 0.0 to 31 @ 7 5 [y-15 5][ OX] 4 5 491 285 0 33 0.00 0.00 0 00 0.19 A� 2 5 22 33W.75x 75 10 PLF C 0 0 to 10 @ 3.0 [y= 5 0][ OPS] 70 PLF� 0.0 Lo 30 @ J 0 [y° 5.0][ OS) 6- 7 A55 �A14 0.31 0.00 0 00 0 00 0.18 AB 2 13.78 J3N.75z ]5 ]0 PLF 4? 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' °.-.° °'°'_'_"'_"'°"'°" ' "`°'° '° °-' ' [CRC ASCt HinA Rl �U�[OL 2d 00][ASI 1 00�[IIM I] [MHFRS ASCC Parl t][OC 24 00�[451 1 00][N11 1� 106 PLF @ A S ta 106� 7 5 L [y=12 5�[100;4� e r�r�m o.o m r,� 3.0 �wio n�poax7 �i r�F ra o a io n�� n s i. �y=�t ���iao:� 3t v�r c� o.o co �i c � s� �yni2 s]�ioosl � r�F a? o o co �� �o �yato o�[ioas] 10 PlF c? a o co �o i�? � s �y=�s s�� ox� n viF c o o io 3i c n s [y-15 5�� os� to r�r c o o ro io e? � o �y=s o�� ov� �i r�r� n s io 3i c �5 �y=ts 5�[ ax� to r�r c� �.o io io c � s �v- s o�� ox� �o r�r r� o o io �o c �.o �y= s.a�[ os� - Iirg¢ 1 Vert.R� 2G 3 ,4 IIOr.R- 5J.7� !0 PLf p! 7 0 Lo 30 l 7 5 [y= 5 0][ OY] I3rq.+� 2 YerLR- JU.2,4, Ilur.¢- �0 Oy Br9.d I VerLR= -tl.0;Ilor.lt= I71 73 _.°-°-'-`__-_-_°-_-°-°-' '-`-'-' _ ___-° ' Rrq p 2 Ycrl.lt- IAS 9,�IIOr.N� -0 0= [MHFRS ASCC Parl �(oc z,i.oa��nsi i ao��rn�i i� --_-_-___-_.-_=.m a=.�-_._._ _-_._ . ..� _ -o �� c ri.F r•= o.a co c c> �.o �y=io.o�(�oo•:� . �3 rir� o a io -i�� �5 � (y=ie 5��iao�� io r�r� o a �o io� �s �y-is ,�� ox� io riv c o o co io c�a �.o �y�s.o�� ox� �e ia ru e 3 o io ia c� �, �y-, ol[ o'`I lir9.# l VerL.R= -fi.6 @ IIOr.R^ 39 4.'ry firg p Y VerLit= 4.J @ IIUr.R° -0.0@ 6��` �� °�--------°----= e.�.----- ---..e.e--°-'--.° rTS � �-rz �n - •) � �1 ! THIS D41G PREPARED FP.OM COMPUTER INPUT (LOADS 8 D]MENS[ONS) SUBMITTEO BY TRUSS MFR (66-Zephyrhills Station �p2 -- ** - CJ55) Top chord 43TSC2.75 1 5x2 75-43-55KSI Fasteners=14AMD Circles show the min no of blue 14AMD81 25 fasteners and Bot chord 43TSC2 75 1 5x2 75-43-55KSI squares show the min no of red 14AMDR1 5 fasteners per member See DWG TSO11 Webs 33W.75x 75 75x.75-33-45KSI W1 33W 75x1 5 75x1 5-33-45KSI for detatls Special loads 149 mph w1nd, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located wlthin 4 50 -------------------------------------------------- ft from roof edye, RISK CAT III OR IV, EXP B, wind TC DL=5 0 psf, wind BC DL=5 0 TC- From 70 plf at 0 00 to 70 plf at 5 41 psf GCp1(+�-)=0.18 BC- From 8 plf at 0.00 to 8 plf at 3 00 �C- From 30 plf at 3 00 to 30 plf at 5 41 R1ght end vcrtical not exposed to wind pressure TC- 121.00 lb Conc Load at 0.00 Left cantilever is exposed to wind Wind loads and reactlons based on both MWFRS and C&C In lieu of rigld ceiling use purlins to brace BC @ 48" OC Bottom chord checked for 10 00 psf non-concurrent 11ve load Deflectlon meets L/360 11ve and L/240 total load See TS slandard de[ail book for truss Lo Lruss connecCions Non-standar•d connections to be designed and approved by a Registered Design Professlonal (H) Structural fascla attached Fascla deslgn and connectlon by others � 3 25 � 1 1 'I I � 1-11-5 1- -9 4 ii (H 5"12 IJ � Q1 O1 1 1 � �E 3-0-0 �� ,`��`�19f►TP/1�ppvf 5-4-15 Over 2 Support \��\P @ a b o o � ��'i R°837 U=387���a p�\G�N S�,a n���p� R=5/-240 Rw=119 U=134 W=3" RL=90 � e a�V '°r� � � No, 76£345 � a o�. � p � GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10/ ��(�.,�����`�2 FL/-/4/1/-/R/- Scale =1 25"/Ft. /� **WARNI NG** �P.IISSES REplI1P.E CYiPEIIC CAftE I1I FABP,ICAi1N0.IIAN�IIHf., SIIIPPINL. 11151eL11114 /1�T A II• /`�1 8/���„� TC LL 20.0 PSF REF R6384- 40658 / \ hN0 BNACING. IINLCSS��lllCklllSF IN011:,11Ef� I01•fllnl;lt SIIIIL II?V[PI:UPCHLY t114f11[p SiY,Ur�llk?l ��e v 1•`�`• `✓� A �J� �p� P411C15?HU N0170N CINRU SIIRLI xRVr�vvor�vir an.�NCn eir.io cn�nm. "�d ���e� A ao° �� TC DL 15.0 P$F DATE 03/28/14 **IMPORTANT** FUY,NISIIA[�PV�1(iI11S1�C51GNIi�TIICIHSI4LL:.IIUNCOtIiY.AC7nF ANA[IHG �'��{ � �0�0R1o9s•^\G',��`O BC DL 1J.O PSF DRW MOUSR63841QOB�O17 'rRUS STEEL ocr�crm un nns i�csicn ii oxu voY i,i�rr.i sm�roei or ivu.s�iunicus fU REDOCL imcnme iu�crns d'�✓,/ds �QNA�, ````��'►` BC LL O.O PSF MO-ENG BWC�BWC ALL DCSIGN. A1TaG11HCNi AIID III�iTLL�iInN n( ffNPONnPY qtll�PCRNSIICRi BRACINf., in RESISi LAfCPTI ! I'����l�a�/7,o/z��4 TOT.LD. 50.0 PSF SEQN- 3296 REV FOP.CES A110 xGLO iP.IISSCS Pl11Nb SNaLL OE TIIE RESFONSINILIP!Uf 01HERS. ITI!BIIILItIHL CUIIPOIIENTS LR0111' Gp ITWBuildingComponenesGroup��(�C. �NL. SHALL NOl BE eC5VRN51flLC fOR ANY�F.VIA710N fI+OM THIS 11051fN ON IIANDLIIIG. SII11'PING. INSTALIINf, EBfIII CIIY,MO G3045 ti�ID BRACING Of iP1155f5 nN LNGIIIECP,'S 5[PL 011 i111S OY.A41IIIf.hl'PIIfS UNLY 7�Illf OCSIGII UF TII[ �Y.IISS FLCOA#0278 UCI'IQCU uEkE Ruu siuu xui ee euuu urnu m�xr nune N.r SPACING 24.0" JREF- 1V516384Z01 I(null)]IALPRIf�[AI51 •r.om �[W55]66/I I�'�,nc �1 [rawras nsc� rruo/u���uc zn oo��asi i.oa�[�in i� [ICLL 20 O��iLUI IS 0�[13CDL 15 U]�13C1L 0.0�[A51 I.00�(UC 2A O��IRI I��SUFFII 2 OJ 29 PLF� 0.0 to 29 l J 0 �w10 0][IOOS� �sru.nura�nno��oc 2n oo��nsi I OOJ(NM 1� 6 PLF C 0.0 to �!@ S 4 L [y-11 9J�IOOR� ' =====gearings=-- [%-LocJ[Reacl��Siic] _---= 70 Plf N 0 0 to ]0 @ 5.4 (y-19 9J[57:� 71 PLF C 0.0 to 71 C 5 d (y-IA 9�� OX� � 7.P]� E137�� 90h�(O.J3] � , 3d�� I Il��0.75� e Plf��• 0 0 lo U(: !.0 �y-7 0][ OR� 70 PL(��? 0 0 Lo 30 @ 7.0 �y=5 0][ 0.� 30 PLI ta 3.0 to 30 @ 5 4 �y°7 0][ OX� JO PLF @ J.D Lo 30 @ 5 A [y=5 0][ OY� EndPts MaxT HazC A%l Bt1U SIIN CNIP CSI L�1M8 f,LC Lenglh f,ratle Urace 121 00 16s de 0.0 IA 9 Anqle=270 �rg� 1 4er[.H- 51N.5 q Ilor.R= B.Sd 0- 2 33 A 0 00 0.01 0.07 0.00 0.03 SB 1 0 78 A11SC2 75 Uiaph Org.0 I Vert.R= Slfi.5 g Ibr N- 0 Om 6rg p 2 Verl R= I13.;d IIOr.R= �0.08 2 4 172 -51 0.01 0 ll 0 10 0.00 0.15 SO 1 I.tlO AlISC2 15 Uiapli org.d 2 Verl.R� -Y�10 7@ IIOr.H° -0.0'� "-'-_-°-'_�°"-'--�'-'-a-` `-`-_.-._'°"-°-°-` 4 6 S00 209 0 OS 0.19 0.0% 0.00 0.21 A9 1 36.79 AlI5C2 75 fliaph °._.• -._._.__�._.s.e.� ___._._._._.__e.�._ _._ [MHFRS ASCE PrpO/U ��OC 2A.00][ASI 1.00�[tIM 7] fi- 8 378 120 O.OA O.V 0.11 0 00 0.20 5� I I 6A A715C2 75 Uiaph (F13C pass p2�[OC 24 00�[ASI I.00�[IIM 1] U PLF C 0.0 Lo U@ 3 0 [y=10.0][100X] 8 10 II 70 0.00 0 OS 0 OY 0 00 0.09 SB 1 YS.J6 ASTSt2 75 Uiaph JO VLF ld 0 A to 3D @ 5 A �y-14 9�[ 0;:� 6 PLF cm 0 0 to 6 C S 4 L (y=11 9J[IOO:L� 10�13 0 I 0.00 0.00 0.00 0 00 0.00 SB 23 0 91 A7fSC2 /5 fliaph tl PLf l 0 0 [0 8 C 3 0 [y-5 0�[ 07.� J1 PLF l 0 0 Lo 71 @ 5 4 �y=14 9][ O6J 1 3 0 -0 0.00 0.00 0.00 0 00 0.00 Slf IS 0.75 A3fSt2 /;C 48' l0 Plf a± 3 0 Co 3U C� 5 4 [y°5 0][ 0?.J 70 PLF @ 0 0 to 30 C 3 0 [y° 5.0][ OX� 7 5 0 �0 0.00 0.22 D.OII 0.00 0.2A SB I 5.77 AdTSC2 ]5 C 48' 20 PLf C 3.0 [0 20 @ 5.4 [y=5 0][IOOYJ 70 PLF C 7.0 l0 70 @ 5 4 [y=5.0][ OS� 5 7 227 �452 0.22 0.22 0 O] 0.00 O.A1 AB 1 31.88 A315C2.75 @ 48' brg p 1 Yerl.R= 302.1 y Ilor.lt- -0 0# Org y 1 Ver L R- 524.0 p Ilor N� -9 Og 7 9 138 -A52 0.16 0 20 0.02 0.00 0.32 AB 1 24 19 AlI5C2 75 @ d8' Brg� 2 VerI.R= 4.8 g IIOr.R- -0 OR Urq.,y 2 Ver[.R� 111 2 N Ilor 2= -O.OS 9 12 0 �0 0.00 0.06 0.06 a.00 0 09 SB 1 I.88 AlI5C1 75 C A8' °-_-° °-°-°-°'-_'-'-' '"-' "�_-°-`-__'-'-° _-°-_-_-_-_-_-°-"-°�'-"-°"a-=-`"-"""-'-"" I2-14 0 0 0.00 0.00 0.00 0 00 0.00 SB 2 0.87 J3ISC2 75�_48' [MNFRS ASCC Perp/L��][UL 24.00�[A51 1.00][IIN 1] [HNFRS ASCE PrpO/R���[OC 2A 00�[ASI 1.00�[NN 1] 29 PL! t�± 0 0 Lo 29 C 7 0 [y-10.0][100�� 6 PLF C 0.0 l0 6 l 3 0 [y-10 OJ[100L] CntlP[s HaxT MazC A%l �N� SIIR LNIP CSI C�MB f,Lt Lenglh ,raae Orace 6 PLf l'2 0.0 to -6 @ 5.4 L [y-11 9][100X� 20 PLF @ 0.0 Lo 20 l: 5 4 L [y-11 9�[IOOY� 2- J 36II 197 O.IJ 0 00 0 00 0 00 0 09 AR I �.29 31N 75x1 5 10 PIF @ 0 A l0 10 C 5 4 [y-lA 9][ OX� 71 PLF C 0 0 [0 31 C 5 A [y=14 9][ OXJ 4 5 327 -651 0.28 0.00 0 00 0 00 0 28 AB 1 5.27 31H.75n 75 10 PLF L� D 0 to 10 @ 7.0 [y-5 0][ OX) 70 PLF @ 0.0 to 70 C l.0 [y= 5 0][ OY� 6- 7 307 -629 0 ll 0.00 0.00 0 00 0 31 AO 1 17.J6 JJN 75x 75 10 Plf l 3 0 to 10 @ 5.4 [y-5 0][ OX� 70 PLF C9 3.0 to 30 @ i n [y�5 0�[ Oi� 8- 9 590 151 0 36 0 00 0 00 0 00 0 21 AO 1 26.A9 37W/5z 75 Org p 1 Vert.R- 251 5�Ilor R- D.5/� Brg�j 1 Ver[.li- J1A 6 q Har.R- 29.5� 10-ll 61 A]O.OA 0 00 0 00 0 00 O.OY n0 2 15.25 J1N.75< 75 �rg q 2 VerL R= -8�.8 q Ilar N- -0 Op Ur9.y 2 Verl R= 75.0 p Ilor R= -O.Ory 11-12 1"LO 28)0.13 0.00 0 00 0 00 0.17 A13 I d 19 7311.15x 75 '-'' '-°-_-_-'-_-_-'-'-•._._ ' °-°-_-`-_ _-°-_ _ °-'-°-`-_'°-°".• -._ _._-=-=-s-'-°-° '-`-' ° [MHfRS ASCE PerpJL+ �[UC 2A.00�[A51 1 OO��IIM l� [MNFRS ASCE PfpD/R ��(OC 2A.00][A51 1.00�[tlhl 1� noae x-�oc r-�oc aenr�i� derir�r� nxi nzi ua:s�ea�r,ic >> ru � o.o io n c �.o �y-to o�poos� 5 riv c o.o io e c_ �o [y�io.o][ioosl o o oo io.a� 0.03 L/999 o oi i/s�s o 00 o.ot o a c rir� o o io e c s n i �y=tt e�p oos� 20 PLF(_ O.D io zo� s n i �y-tt 91 U oox� 1 0 00 IO 11 0 03 L(999 0 O1 L/525 0.00 0.00 0 0 10 Plf� 0.0 to 10 @ 5.4 [y=1A.9][ 0:� 71 PLF @ 0.0 to 71 @ 5 A [y=lA 9][ O:J 2 0 OG 10 78 0.07 L/999 0 0/ I/519 0 00 0.01 476 I 10 Plf l? �0 to 10 @ 7.0 [y=5 0][ OX� 30 PLF C 0.0 to 30 @ 3.0 [y= 5 0][ OXJ 3 0 O6 10 ll 0 07 L/395 0 07 L/517 0 00 U.00 .InH 1 10 Plf 4P 7 0 l0 10 @ S.d [y=5 0][ 0:6� 30 PLF l�9 3.0 Lo 70 l 5 4 [y= 5 0�[ OX� A 0 21 10 4Y 0 03 L/999 0.07 L/537 0 00 0.01 4a5 1 Brg d 1 Vert R= 'LS/ /�j IIOr.N- 9 O,y Brg}� 1 Ver[ R- 31A 6 y Ilor It- 29 5�/ 5 0 5l 10 ll 0.0� L/999 0 07 L/A59 0 00 0.00 7,n 1 13r9 jt Y Vcr1..R= �64 A q Ilor It= -O.Oy �rg.�r 2 Ver L R- /5 0 Q Ilor R= -O.Op 6 7 17 11 22 0 00 L/955 0 00 L/999 0 00 0.00 •191 1 = _.- __-e.=_ _. _._ _._ _ `° -'- --.�� e.'°'_'="'a ' '._.._e_�_e_= �_ _.. "' _ ° 7 7 U lD I1 0 00 L/999 0 00 I/999 0 00 0.00 ISG 1; �MHfItS ASCC Perp/L i��UC YA.00]�A51 1 00�[I!H 1J [MWFRS ASCE PrI�����Ut '14.D0][ASI I 00](N14 1� \ 8 3 l0 11.26 0.00 L/999 0 00 I(999 0 00 0 00 de2 1 17 PLI p? 0.0 [o ll� 7.0 (y=10 0]p OO:J 6 NlF @ 0.0 l0 6 t�? 3.0 [y=10 0][100X� 9 5.16 10 II 0 00 L/959 0 00 L/999 0 00 0 00 25�1 1 -26 PLI @ 0 0 [0 26 @ h A L [y=11 9][1005� 11 PLF C 0.0 to I1 C 5 4 L [y-I1 9�[IOOS] 10 5.3A 11.81 0.00 L/95'J 0 00 LJ999 0 00 0 00 ;A 23 10 Pff C 0.0 [0 10 C 5,A [y=14 9][ OX] 31 PLF p? 0.0 Lo 31 @ 5 4 lY'��91� a'�I I1 5 3A 10 A6 - n 0 10 Nll c� 0 0 l0 10 C 3.0 �y=5.0][ OY� 30 PL�@ 0 A to 70 @ 7.0 �y= 5 0�� OY� 12 5.34 10 11 0.00 L/959 0 00 L/995 D 00 0 UO Yts9 1 10 PLF� 3.0 l0 10 @ S A [y=5.0][ OX� 30 PLF C 3.0 to 30 c� 5 4 [y=5 0]� 0:.� I3 5 A1 11.87 0.00 L/999 U 00 L/999 0 00 0 00 0 0 Rrg p I 4erLR= 107.6 H. ��or.R- 37.3� Or9.g 1 VerL.R= J67 9 y Nor.R- 16.2'� 14 5 A1 10.11 - 0 0 Nr9 p 7 Vert R= 26.'L @ IIOr.IF �0 0# Brg.�� 2 Ver Llt= l5 I p IIOr.R= -O.Op �Mi�)I'RS ASCf Vcrp/L ��UC 24 00�[A51 1.00�[NMzI� [t1NFllS ASCE PrID� �[ULeYA.00][A51 1 00�[IIMyI�' 29 Plf td 0 0 to 29(d 7.0 �y-l0 0][100Y� -6 PLf(� 0 0 lo G h9 3 0 [y=10 0][IOOX� I•1 Plf ld 0.0 to -IA e? 5 d L �y=11 91 U00:� 1 PLF C_ 0 0 l0 1 C 5 d L IY'll `)I I100:� 10 Plf l 0.0 [0 10 C 5 A �y=14 9][ 0'C] 31 PLF� �0 l0 31 @ 5 4 [y=1A 9][ OX� � 10 I'Lf C 0 A to 10 @ 3.0 [y� 5 0][ OXJ 30 PLF @ 0 A to 30 @ 3.0 [y�5 0�[ OX� 10 PLf @ 3.0 Co l0 @ S.A [y= 5 0][ OX] 30 PLF @ l 0 Lo 70 @ 5 A [y�S.OJ[ O:L] 13rg & 1 Vert.R= -97.3(! IIOr.R- 19 eJ� Brg �7 I VerL.R= 374 1 p Hor.R= 1 3d Rrg N 2 Vcrl R= An.S � IIo�.R= -0 0# Or9.,y 2 Vert 2- SG.7 S Ilor R= -O.Oa �nun�s nscr. r�rp�a����nc zn.oa��nsi i oo��rm i� �nwv¢s nsce rn u�t��oc�za ao��nsi � oo��r�n i� � r r�r r_ o a ca r,� a.a �y=io o��iaao� e r�v r� o o io e c 3.0 �y=io.o��iuo�c� zo rir i� o o co zo c s.n � �y=>> 9��ioov:� �i r�F c o o io �i c s a� �y-n ���toox� �o rir� o.o ro io� s a �y-ia ��� oc) ai r�F c o o io 3�c� s n �y-in v�� oc� io rir� o o io io c s.o �y=s o�� ox� ao r�F c o o co ao c a o �y� 5.0�� o�c� 10 Nlf @ 3 0 [0 10 C S.d �y=5 0][ 0;6� 10 PLF C 7.0 [0 30 @ 5-0 [y=5.0][ O:L� Brg p 1 Yerl.ft= A7 5 y IIor.H- 29 5,8' 13rg�9 I Verl R- 249 1 J Ilm�R= A5.9fi 11rq p 7 Vcrl.it= 28.! 'j IIOr.R- 0 0> 6rg p 2 Vert It- /0 I ¢Ilor Ra -0 Oq �MHfRS M1SCt PerP/N�-1�UL6LA.U0�[A51 1 00][IRI IJ [CRC3ASCE Li1nAcLt iJ�OC 'L•I OOJ[A51a1 00��11I1 I�y -6 PLF� 0 0 [o -5 l l.0 (y=10 OJ[100:6] -44 PLF� 7.0 to -4A @ 5 A L [y°11 9J[100'.� 8 PLF @ 0 0 [o -fl @ 5.4 L [y=11 9][100"G� 76 PLf(�? 0.0 to 76 l 7 0 L [y=11 l�[IOOY� 10 IRF C 0 0 to 10 @ 5.A [y-14 9][ 0°6] 20 PLF @ 0 0 [0 20(; 7 0 [y=10 0][100X] 10 PLf @ 0 0 to 10 C 7.0 [y°5 0][ OXJ 10 PLF C� 0.0 Lo 10 @ ].0 [y=14 9][ OY� 10 PLF @ 7 0 to 10 @ 5 4 [y=5 0][ OYJ 10 PLF(� 7 0 Lo 10 C 5 4 [y°IA 9][ 0'y lirg.p 1 VCrL.R= 53 7,p Ilor R= 12 0,� 10 PLf @ 0 0 [0 10 @ 7 0 [y=5 0]( OSJ �rg ;� 2 Ver L R= 5 9 p IIOr.R= -0.0; 10 PLF @ 3.0 to 10 @ 5 4 [y� 5 0][ OY� e.e._ _ _.__-___ _.e.a._._-_._.e___=___-_�_e__ �rg.r 1 Ver[ R- 7II6 7 �IIOr.R= 89 6y (MHFNS ASCC Perp/R t][OL 2A.00](ASI 1.00][IU1 1] Rr9 z 2 VerL.R= 106 0;y Ilar R= -0 Og 6 I'LF c�? 0 0 [0 6 C� 7.0 �y-10 0][700°6] -----=_a.e.__ _._ _.___-.�-�._..,._.e.__.a 20 Ptf(9 0 0 l0 20(. ;.d L [y=11.9][100:J [CRC ASCE 11inA RL ��[OL'LJ 00�(ASI 1 00��1111 I� 10 Plf� 0.0 [0 10 @ 5.d (y-1J 9J[ OY] 7G PLF @ 2 A [0 76 @ 5 4 L [y°11 9��100X� 10 PLf @ 0 0 l0 10 @ J.0 �y�5 0][ 0%J -AA PLF @ 0.0 [o �AA l? 2 A L [y=Il 1][100YJ 10 PLf c�9 7 0 [0 10 @ 5.d [y=5 U][ 0%] 7 PLF @ 0.0 to 7 ca 3 0 [y=10 0�[IOo%� 9rg d I Vert R- 47 ,� Ilor R- 29 5# 10 PLF� 0 0 [0 10 l 2 4 [y=14 9][ OY� 9rg p' Y VerLl!= -LB.I @ Ilor N- 0 Oa 10 PLF @ 2 A to 10 C� 5 4 [y�14 9][ OY� _." " " '.°'"_- -_�-e.___._.. e.=_'--.-.� _ 10 PLF @ 0.0 to 10 @ 7.0 [y=5 0]� OX� [Ili�l It5 ASCC Perp/R ][UC 2A 00�[ASI I.00][I!H I] 10 VLF� 3 0 to 10 C 5 A [y=5.0][ O:G� -6 PLF C 0.0 [a -6 C� J.0 �y=10.0][100:LJ Org Q 1 VerL.R= 128.1 ; Hor.2= 89 Ap, e PlF l 0.0 lo -8 @ 5 A L [y=11.9][100Z] lir9.,L, 2 VerLR° �69 7 g IIOr.IF- -O.O;I 10 PLF @ 0 A [0 10 C_ 5 4 IY°14 9][ OX] >>__.____=.°.n_°.'.'_°°.'._._.`__.`.°_° °_"." 10 PLF tA OA [0 10 @ 3A [y=5 0][ 0:6] [CRL ASCE WInA LL �(UC 24 00�[A51 I OOJ[11M l� 10 PLf @ 3.0 [a l0 f 5 A [y-5.0�[ 0°:] -29 PLF C� 7.0 [0 29 @ 5� L [y-11 9J[100Y� Iiry p 1 YerLR= 57J 4 IIor.R= 12.Oy -61 PLF C OA to -61 ta 3.0 L [y=I1 J]�100:J 13rg�;'2 Vr.rt.R= -5 9 p' IIor.R- -0 Op ZII PLF @ 0 0 to 'Lii @ 3 0 [y=10 0][100X� ,.� ..a.. �._._.°._._.'.e_=.e.°.°_`._.__=._.n_' 10 PLF C 0 A to 10 @ 3 A [Y=14 9J[ OXJ �MWFItS ASCE Parlt+�[OL 24 00�[�51 1 00]�NM l� 10 PLF� 3 0 l0 10 @ 5 A �y=14 9�[ OYJ 6 PlF l OA ta 6� 3.0 [y-10 0][100%] 10 PLF @ OA l0 10 C 3.0 [y- 5.0][ O:J ll I'LF C 0 0 to 11 �C+ 5 A L [y°11.9][]00%� 10 PLF C� J.0 Lo 10 @ 5 4 [y= 5.0�[ OSI 10 PLf C_ 0 0 [a 10 C 5 d [y=14 9J[ OY] �rg.� 1 Verl.R= 3d5.G e IIOr.R= 68.3� 10 PLF C 0 A [0 10 @ 3.0 [y° 5.0][ OX] 6rg�2 VerC.N- ll8.7� Ilor.lt= -0.0� 10 PlF P! 3.0 [0 10 @ 5 4 [y-5 0][ OX1 °-'-_-_-_-_-°.°.°-'-'-°-°-`�_-_�_-'.'.° `.°.°_ Itrg� 1 YerL.R° IOO.tI @ IIOr.R- IG.2n [CRC ASCL Hind Nl ��OC 2A 00�[A51 1 00�[IIM I� Ilr9 p 2 VerLR° 3Y.1,y Ilur.lt= -0 0,� �61 PLf @ Y d la �Gl C 5 d l [y°I1 9�[100:� _.e _ e_e <<__�.�e �--._ e_�.a_s_e -_s :._._ 29 r�F� o.a ro z��� z n � [r=n i���aos� [MId12S ASLC ran�-��oc zn oo��nsi � oo���+n �� � r�F i�? o o io �c: a.o �y-io.o��ioo�q s r�r� o o io -c� a o �y°lO.Oj[100°6] �a viF� o o io io c 2 a [y=�n 9�[ ox� I PLF C 0 0 to 1@ 5 A L [y°11.9�[100X] 10 PLF @ Y d to l0 C 5 4 [y=14 9�[ 0'6� io vir� o o io io c� s n �y-�n 9�� o�:� io r�v c� o o io io� a.o �y= s.o�[ o:� io rtr�? o.a io to� 3.0 �y>s o�� ox� io rtF c� �o io io� 5 a ly-s.o�� oz� to ru � s.a io io c 5•i fr°5 a�[ ox] nr9 � � veri.a� tta.5 p Ilor lE= GB.I,y Urq S 1 VerLR= 107 0,p IIor.R- 1 3,y dr9.[! 2 VerLN= -A2.5 ;IIOr.N- -0 0,�. tlry^ 2 YerL R= 10 0 q IIor.R= -p.p°, _.____-�-_.�.� _._.__._,. a_.�._...a.e...�_,. -._.�._._.''-_-`-_._.-._.--'-°-"-"-'-°-_'-°-_ [LRC ASLE NinA RL �U�[OC 2A 00�[ASI 1 OO��tIM 1] [M41FIt5 nSLC Parl-+�[OC 2A OOJ[ASI 1 �Oj[NN l� 76 PLF� Y A to 76 C 5 4 L [y°I1 7�[100xJ 6 PLF l_ 0 0 Lo 5 C 7 A [y-10 0][]OU"6] �A4 PLF @ �0 Io AA @ 2 4 L [y=11 I�[IOOX� �i r�r�? o o io �i c s a � [y=n 9][�oor,] � riF c o o io �� s.o �y=�a.o�[ioox� to r�F c: o o io io� s.n �y-ia ��� o�� at r�F� o a io >>c z.a �y-�n 9�f ox] I 10 PLF @ 0 0 to 10 @ 3.0 [y=5 0][ 0%] 31 PLf h? 'L J lo J1(_ 5 4 [y=14 9�( 0:] � I 10 I'LF� 3A fo 10 C 5 4 �y= 5 0�[ O:G] 10 PLF @ 0.0 la 70 @? 3A [y= 5.0�[ O.J I Ory y 1 Ver[.R= 18.0� IIOr.R- 45.9�' 30 PLF @ :f 0 l0 30 l 5 4 [y=5.0�[ 0:� I Org y 2 Verl.R= 2J.3,y IIOr.R- -O.OH Brg.jf 1 VerL.lt= 139 0,�', Ilor N= 89 4,�. I �° Ilrg ;{2 UcrLN- 115.5 g Ilor It= �0 O,e � [wur¢s nscE nar�--lfoc�2n OoJ[a5I t oo��xn t] °-°-°-°-_-_ _.._ ..--_-° ° °°--�- ---° - �� e r�r� o.o io �e e a.o [y-to.o�p ooz] �Mi1FR5 STO.AII10 LUAII�[OC 24 ao�[nsi t oo��nn t� . �9 riF ca o o io i�� s n i [r°n 91[toox� 3t r�r��� o.n io .��� s a [y-in.»[ioo�c� io rir c o o io io c s n [y=�n »[ o°c� � r�F c� o u io �c� a.a �y= s o�� �ox� io r�r� o o ro io c 3.o �y=s.o�� o�� io riv��a 3 o io �o ca s n �y=s.o�� -ox� 10 PLf C 3 0 l0 10 @ 5•1 �y- 5.0][ 0°4J 10 PLf l@ D 0 l0 10 @ 5 A [y-lA 9][ �O:CJ Itr9.;, 1 VcrLN= I1 7 ,; IIOr.R- 28.4� J8.10 I.bs e2 0 0, LI 9 An91c-270 ' Nrg 7 2 YerL R� 1 0 p IIOr.R= -0 0�' 2J.20 Lbs.C 0 0 14 9 An91e-270 °.".° '.'.'.`.__'._._._._._._._.�._.`_'_�.� _ - Brq.R 1 VerLli- I•18.3,q IIOr.R= �O.Oq [(nuii)I[niri�ul[n�si roo� ��cdss�r,r/I lr,,ve 2� Bry ,p 2 VerLli= 50.7�� IIar.R= 0 0� \ I ^ �I � I I � I � � 4 I �I I � I x � ^� I �I � / �I <� �I � � I , THIS D41G PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR (66-Zephyrhills Station ��2 -- ** - CJ33) Top chord 43TSC2 75 1.5x2.75-43-55KSI Fasteners=l4AMD Circles show the min no of blue 14AMDB1 25 fasteners and Bot chord 43TSC2 75 1.5x2 75-43-55KSI squares show the m1n. no of red 14AMDR1 5 fasteners per member See DWG. T5011 Webs 33W 75x.75 75x 75-33-45KSI :W1 33W 75x1 5 75x1 5-33-45KSI for details 149 mph wtnd, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere 1n roof, RISK W1nd loads and reactlons based on both MWFRS and C&C CAT III OR IV, EXP B, wind TC DL=5.0 psf, wind BC DL=5 0 psf GCp1(+/-)=0 18 Provide connection for Right end vertical not exposed to wlnd pressure gravity and upllft reactlons shown In 11eu of r1g1d ce111ng use purllns to brace 6C @ 48" OC. Bottom chord checked for 10 00 psf non-concurrent live load Deflec[ion meets L/360 live and L/240 total load. See TS standard detail book for truss to truss connectlons Non-standard connections to be designed and approved by a Registered Design Professional (H) Structural fascia attached Fascia deslgn and connection by others. �I 3 25 � � 1-4-13 4 1 1 1- -1 (H) 5"12 I�I 1 !� 1 �i OO R=-179 U=140 W=3" � 3-0-0 �a�lili7 t JI� r 3-4-15 Over 3 Supports-�����--�Cq �f�pP� �.r R v R=160 U=130 `q`` � • � ° °v_-4� �O�P RL=100 ,�°°��`e �,,��C' `���. nO��� ,�� � o � a~'. V No. /UC7<iJ �P w ° O p GALVANIZATION - G60 Design Crit. AISI S100-2007/52-10 ��1m�o ~ :2 FL/-/4/1/-/R/- Scale =1.25"/Ft. /� '`*WARNING*� 1��SSCS NFUIIIRE�rrrua c.,r.c w F)BY,I(F71NG. IIdN�LINL.SIIII'VINL. IIISfALlIN4 0�,� TC LL 20.0 PSF REF R6384- 40659 / \ 4N0�Y.Af.�NL, i1NIC55��III[Y,IIISL IN�ICTIFII lill��:IInY,II 51111L IIAt'I I•Y.��YEI!LY alla�,HLO CII;IICIIIk.�L � �. TATE OF � �b A 7 7�7T7� v�,ueis e�io uonoi+umeu sn.0 nnac A I'NUPEPLY�n.cu�n r.mio ctiun�.. v� O otl .o �` T� DL 15.� P$F DATE 03/28/14 L'1Lr11VL 7'RUS STEEL **IMPORTANT** rneuisu�cnrr��i nus ur>icx io nie iusu,iuii��e coNieacroa NFACINf �✓d.�\ m C(�E��DA-�\ �C�1� BC DL 15.0 PSF DRW MOUSR6384 14087016 0[YIGIE�UII 1111$I1CSI��tI IS�IIlLY F�IF IiICY41 <UPI`uY.l JI IPIISS IIfIIIICY.S IU RCIIIICC NIICY.IIN,L[Nf.iIIC. �d,�JI��U O e O( • 0 QY \'�Z�� Dl. LL �.� PSF MO-ENG BWC/BWC hLL OESIGN. n7iatNNENi ?NO INS�aII.+IION��I IEIIPOP.eRY 4qU P1R1141fNI pF.FCINf.. iU FCSIS7 LP�fPOt ��� O�I�L V�,� rorces aNO imio rruss�s riu�w suau n� IIIE RESPfiNSIbILiI'I or OINCRS. 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(66-Zephyrhills Station �{2 -- ** - CJ11) Top chord 43TSC2 75 1 5x2.75-43-55KSI Fasteners=l4AMD Circles sfiow the min no of blue 14AMD81 25 fasteners and Bot choi•d 43TSC2 75 1 5x2 75-43-55KSI squares show the min no of red 14AMDR1 5 fasteners per member See DWG TSO11 Webs 33W 75x 75 75x 75-33-45KSI W1 33W.75x1 5 75x1 5-33-45KSI _ for details 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere 1n roof, RISK Wind loads and reactions based on both MWFRS and C&C CAT III OR IV, EXP B, wind TC DL=5 0 psf, wind BC �L=5 0 psf GCpi(+/-)=0 18 R1ght end vertical not exposed to uilnd pressure Provide connection for gravity and uplift reactions shown. in 11eu of rlgid ce111ng use purllns to brar,e OC @ 48" OC Bottom chord checked for 10,00 psf non-concurrent live load Deflection meets L/360 live and L/240 total load See TS standard detail book for truss to truss connections Non-standard connections to be desi9ned and approved by a Registered Design Professional (H) Structural fascia attached Fascia design and connection by others I 3 25 �— � 1 1 � 10"5 W1 7'9 5"12 (H �— 0 � � � 1-4-15 Over 2 Supports� .�������W rrCqr�l�Po `��t�p. , � � e o �l;p �'�i R=70 U=46 R=71 U—S1 W=3" �`v �•e c��C,[j���. ��/��re RL=42 r Q7 � �o"!� ''r : � Na. 7���5 � a ��. � � -� GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10 1� Q8'�j� �,?rd'��T� 2 FL/-/4/1/-/R/- Scale =1.5"/Ft. /� **WARNING** rRIIS�E$kC1�IlIP.ECYTAEIICCANEItIIABRICefIlIG, NANDLI174. SIIIPPINb. IN]T4LLIN4 �,M D [�s TC LL ZO.O PSF REF R6384- 40660 / \ RNO BkAf.ING. IlNLC55 UiHEkIIISF INOICAiCU. LOY CIIOkLI SIIAIL II?VC PY,npEY.LY FifACHCO SiHI1�iUkAL W'� �-u e STATE. 0 F b C�'� ��� P411EL5 PIIfI AOiIOH CIIOP,fI SIIaLI.I�SVf t PF:OPFVLY J1i4CIIFD NII:ID LLILIHG. '��•p�°p� > Q po° C�,� TC DL 15.0 PSF DATE 03/28/14 '�� � '��Of�l� \��q C TRUS STEEL **IMPORTANT** FUkNISN A C�YY��f iNIS UCSIGN fU illE 1115f�1LF1I0N[�INIY,ACiOR NRTI'ING ���� q � � Q d rw\`�� BC DL 1J.O PSF DRW MOUSR6384 IQOHJOLS � a � {,�\�1� UEPIC7E0 ON TNIS�ESIGl1 IS UHLY FOP, LnTEVFL SUI'PO@7 Uf iFIISS IICIIOENS Tu FEDOCE OUCY.LING LENGTIIS. 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I Ye�l R= J8.5,y IIOr.R= 3G.8r 0- 2 1 0 0 00 0 00 0.00 0.00 0 00 Sli I 0 7fl d"l�SC2 75 Uiaph Orq 7 [Vert.R= 71.2,y IIOr.R= -0.0;J Brg.H �Ver[ R= -60.5'�IIor.R= -O.OH 2 A 7 12 0 00 0 O7 0 O1 0.00 0.01 513 1 I.80 47(SC2 75 Uiapli =._`-_-_-_._._`.`'.`._-_°.°°'-°°°°'°.° °-``'°-'.°°-".°.'-°.°.°-° °.°.'.`.°.'.°.°-° 4- 6 12 22 0.00 0.03 0 O1 0.00 0.07 A13 17 ]4 OG 43�SC2 75 Oiaph [F6L pass�2�[OC 2A 00�[A51 1 00][tIM 1� [L8C�SCE Wina R[ -J[OL 2A 00][ASf 1 00][NM]] 6- 9 0 I 0 00 0 00 0 00 0.00 0.00 SU 17 0.91 A3�SC2.75 Diapl� 30 PLF C 0.0 to 30 @ 1 A [y=13.9][ 0%] -98 I'Lf @ 0 0 Lo -98 @ I 4 L [y=10 9�[100°6] 1 7 0 -0 0 00 0.00 0 00 0.00 0.00 S6 2 0.71 A3�SC2.75 @ J8' 30 PLF� 0.0 [0 30 C 1 4 [y=5 0�[ 0%] 10 PLF G9 0 0 Co 10 @ 1 4 �y=13.5�1 OX) } 5 2 -A2 0 00 0.01 0.01 0 00 0.02 AU P 5 7/A3�SC2 75 @ AO' 20 PLF l 0.0 to 20 C� 1 4 [y=5 0�[100%] �10 NLf c�P 0 0 [a 10 @ I A [y= 5.0�( �X] 5 8 0 �0 0 00 0 Ol 0 00 0 00 0 02 Sli 17 9 9A 43fSL2.7�i @ Atl' Brg.� 1 Yert R= 56 0$IIOr.R= -0 0# Brg p 1 VerL R= 38.5 ;J Ilor.lt= 36.8'�', 8 10 0 0 0.00 0.00 0 00 0 00 0.00 SIS 2 0 87 43�SL2 7;@ 4i3' 13rg.;�2 Vert R= 56.9�Hor.R= -0.0$ Brg�y 2 Ver[.R= -68 5;� IIOr.N= �0 0� EndPts MaxT MazC A%L fiNO SIIR CRIP CSI LOM6 GLC Lengtli,rade Brace [MWFRS ASCE Perp/Ltt][OC 24 00][ASI 1 00][NMvl] y-° ___° -_.°.°._-°-°-°.°°.°.°-°.°.°.°.°.°° 2- 3 25 49 0 O1 0 00 0 00 0.00 0.01 AR 1 3.29 33ilJSxl 5 -6 PLF @ 0 0 lo -6 @ l 4 L [y=10 9][100°4] � Randy @ Romac adtl details I 4- 5 61 -3 0 04 0 00 0 00 0.00 0.02 AH 1 5 23 339.75z 75 10 PlF @ 0 0 to 10 @ 1 4 [r-17 9][ 0%] I I 6- 7 73 -50 0.05 0.00 0 00 0.00 0.03 A� I 3 25 7)41.75x 75 10 PLF C 0.0 ro 10 @ 1 A [y=5.OJ[ 0%] I I 7 0 �6 tl 0 02 0 UO 0 00 0 00 0.01 AO L 4 79 13N.75s 75 6rg pr 1 Yert.R- 71 l q Nor.R= 2.2q I I �rg.5 2 Vert.R- 9 5 q IIOr.R= -0 OJf I I Hode % Loc Y-LOC deflY(L) tleflY(T) dxL tlKT P1azShear GLC =°°-_°-__-°-_ _°-_-°-_-_-_-°-_-_-_-°-°-_-° I I 0 0 00 10.77 0 00 L/999 0 00 L/999 0 00 0.00 0 0 [MWFRS ASCE Perp/L+-�(OC 24.00�[ASI 1 00][NM 1] I I 1 0 00 10 11 0 00 L/999 0 00 L/999 0 00 �.00 0 0 6 YLF� 0 0 to 6@ 1 A L [y=10 9][1009.� � I 2 0 05 10.38 D.UO L/999 0 00 l/999 0 00 0.00 A7 l 10 PLF C 0 0 to !0 @ 1 A [y=]l 9][ 0%] � I 3 (1 06 10 Il 0 00 LJ959 0 00 L/999 � 00 0.00 -32 2 10 PLF� 0 0 Lo 10 @ 1 A [y=5 0�[ 0°d] � � 4 0 21 10 A2 0 00 L/999 0 00 L/999 0 00 0 00 59 I7 Org.,y 1 Ver[.2= 17 6�'IIar.R= -2.l# I I 5 0 51 10.11 0 00 L/999 0 00 L/999 0 00 0.00 Z] 17 �r9.:J 2 VerL R° 19 7 ry Ilor R= -0 OH � 13 20 21,22,22a27.2A 2AaT5.25.75b.Y5c.25A.2Ga � 6 1.3A 10 J3 0 00 L/599 0 00 L/999 0 00 0.00 �62 17 =-_�_-__-_-_-°°_-_�-�-_°_-°.°°-�°°.°-° � Lso27,27a,27U.27c 28.2I J9 d0 41 47 A0.60 I 7 1 3d 10 46 - - - - - - 0 0 [M41FR5 ASCE Perp/L tJ[OC 24.00][ASI 1 00][NM 1] � 1507(a I 8 1.34 10.11 0 00 L/599 0 00 L/999 0 00 0 00 32 2 26 PLF C 0 0 l0 26 @ 1 4 L IY=10 5][100"61 +_-_-_--_�_-_�_-_-_-_-_ --_-__ _-_- _`'-°°t 9 1 4] 10 75 0 00 1J599 0 00 L/999 0 00 0 00 0 0 10 PLf @ 0.0 [0 10 @ I A [y=1J 9�[ 0:) 10 1 Al 10.11 - - 0 0 10 PLf C 0 A l0 10 C 1 4 [y=5 0)[ OY] flr9 g I Yert.R- 0 5 q IIor.R= 9 5$ Br9 } Y VerLR= 7 1 �/IIOr.R= 0 Op � � �M�AFRS ASCE Perp/L'�[OC T4 00][A51 I 00][NM I� ta rir c o o io -in� i n i [y=!0 9][100°6] 10 PLF @ 0 0 [0 10 @ I.-0 [y=1J 9][ 0%� �o r�r� o.a �o to c� t.n [y�s a�[ o^y Brg,y t Verl R= 7 0 J)Hor.R= 5 lµ ' drg.f 2 VerL.R= J.0 p Bor.R= -0 Og �M�ires nsc[ rcrp/e,t��oc zn oo��nsi i.ao��riri �� , � ro r�F c o.o to zo� i n � ��=ia���ioo°<� 10 PI_f C 0.0 [0 10� 1 4 [y=13 9][ OX] I 10 PLf @ 0 0 to 10 C� 1 A [y=5 0][ 0'6J - � Brg� 1 Yer[ R= 3.4,y IIOr.R= 7 6# 13rg;2 Vert R= 2.G q Nor.R� -O.Oy � � ¢ [MIJ�RS ASCE Perp/R+�][OC 24 00�[A51 1 00][NM 1J 8 PLF @ 0.0 to 0 l 1 A L [y=10.5][1004] io ri.v� o o io io c � n [y=13 9�[ ac� ; ia r�v c o a co io c � n �y=s o�� ox� i Urg +,t, I Ver[-R="-'9.0 9 IIOr.R -'-'-3 1�'-6" 6rg� 2 Vert R= 7 5 ry Har.R= 0 0�� i [ItWFIiS ASCE Perp/It ���uc 2n.ao��ns� i oa��rin i� 2o riF c o o io zo c t a i �y=io 3��too°q i io r�r c o o ro io� t a [r=�s��� o°�� ; in r�r c u.o io to r. t a [y-5 0�( ax] � Ilr9 § 1 Vcrt.R= 3 4 p Ilor R= 7 fi�� 6rg ,u, 2 Verl R= 2 6{t Har R= -0 0;� [M4lFRS nSCC Perp/R �[OC 24 00][ASI l 0�][NM 1] a r�v� o o co -a c i a � �y=to 9��too�� 10 PLF C 0 0 to l0 @ 1 4 [y=13.5][ 0%) 10 PLF @ 0 0 to 10 @ 1 A [y=5.0][ 0�] 6rg ,y 1 VerLR= 9 8 y IIOr.R= 3 lry (irg.$ 2 Vcrt.R= 7 5 g IIOr.R= -0 O�k (NWFRS ASCE Parl+t][OC 24.00][ASI 1 00][NN 1] � 11 VLF @ 0 0 to -11 @ 1 4 L [y°10 9][100%� I70 PLF @ 0 0 Lo 10 @ 1 4 [y=1J.9�� 0°4� I �o r�r� o o co �o c � a [y�s a][ o°y Org j� 1 VerL R� 8.3 p Nor.R= 4.2'� I Br9.A 2 Ver[ Rv°=5 I jj Ilor_R= `0 0,{ __ I [MiJfHS ASCE Parl+ ][OC 2A.00�[ASI 1 00][NM 1] � r�F c o a io �� � a � [y=�o��poox� I to r�r c o a co to c i n �y=�3 e�� a°t� 10 PLF C OA l0 10 C� 1 4 [ya 5 0�[ 0%� �r9,4, 1 VerL R= IA 7,y IIar.R= 0.3;) i �rg � 2 Vert R____15_2 q Hor.R=____ 0_Oq____ [M�:IFRS ASCE Parl t][OC 2A 00�[ASI 1 00][NPI 1] I 3� a�F c o o co 3�c � a � �y=�o e�p oo�� 10 PLF @ 0.0 Co 10 C 1 4 [y=13.9][ OYJ 10 PLF @ 0 0 Co l0 @ l A [y=5 0][ OR] �rg p 1 Yert R= 2 7$IIOr.R= 11.8N firy p 2 Verl R� 12 I ,y Ilor R= -0 Oq [MWFRS ASCE Parl ][OL 24 OOJ[ASI 1 00][tIM 1] ' 19 PLF @ 0.0 [o -19 @ l 4 L [y=10 9][100R] " 10 PLF C 0 0 to ]0 @ I 4 [y=13.9][ 0e� lOPLf@ oom io� i a �y=so�� oe7 Uryµ 1 VerLR� 3.8 J�Ilor.lt= 7.3p � Hrg; 2 Ver[ R= 2.0 Yr�IOr.R= �0 O�y I I =_--`_-_-°-_'.°-'-°°-°-_-_-_-_-`-_�___' � �nwvas nsc[ Prp�/Lt-][OC 24 00][A51 � ao�[r�n i� I 6 PLF @ 0.0 to E C� I 4 L [y=10.9][1009,] 31 PLF @ 0 0 to 31 @ 1 A [y=13.9][ OX] 30 PLF @ 0 0 Lo 70 @ 1 d [y=5 0][ 0°6� Rrg� I VerLR= 46 1 k IIOr.R° 23�� f{rg',f, [Yerl.R= A£1.7�t IIOr.R= -0 0;� I [MWFRS ASCE Prl�t-J[OC 24.D0][A51 1 00][NM�1] „ r 1 PLF� 0 0 l0 1@ 1 4 L [Y=10 9][100%] 3� r�r c o a co 3t c i n �r=t� 9]t ax] 30 NLF @ 0 0 [a 70 @ 1 4 [y°5 0][ 0°LJ � �rg.;�' 1 VerLR= A7.2{.,'Ilar.R= -U.l,y ` firg.(j 2 VerLR=,v14.2�'Ilar_R __'0 0,�9.=c ` [CRC ASCE 41ind LL y[pC 24 00][A51 l 00][NM lJ 117 PLF C 0 0 to -113 C 1 A L [y-10.9][100Z] ` io riF c o.a co to� i n [y�ia.9�� o°s� , 10 PLF @ 0 0 lo l0 @ I 4 [y=5 0�[ 0;] . �rg '� 1 Verl.R= -4h.4 ry IIOr.R= A2 7#, I Urg � 2 VerLR- 80 9�Ilor R= �0 Oy [LhL ASCE biinA RI y fUt 2Av00][A51 Ic00��NM 1�- � - iu rir c o o co ii�c i a � �y�io 3�[�oox� io v�F c o.a ia �u c? i a [y-ia s�[ o°c� io ru� o.o �o ia c i n �y=5 0�� o;� Brg�' 1 Yer[ R= -46.4 y IIOr.Rn A2 3jf THIS D41G PREPARED FROM COMPUTER INPUT (LOADS & �IMENSIONS) S�BMITTED BY TRUSS MFR (66-Zephyrhills Station �t2 -- ** - .CJ28) Top chord 43TSC2.75 1 5x2 75-43-55KSI Fasteners=l4AMD Clrcles show the m1n no of blue 14AMD61 25 fasteners and Bot chord 43TSC2 75 1 5x2 75-43-55KSI squares show the m1n no of red 14AMDR1 5 fasteners per member See DWG TSO11 Webs 33�l.75x 75 75x 75-33-45KSI W1 33W.75x1 5 75x1 5-33-45KSI. for details Special loads 149 mph wind, 33 12 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, I -------------------------------------------------- RISK CAT III OR IV. EXP B, wind TC DL=S 0 psf, wind BC DL°5 0 psf GCpi(+/-)=0 18 TC- From 70 plf at 0 00 to 70 plf at 3 54 BL- From 8 plf at 0 00 to 8 plf at 2 00 Right end vertical not exposed to wind pressure RC- From 30 plf aY. 7 00 to 30 plf at 3.54 TC- 42 00 lb Conc Load at 0 12 Left cantilever 1s exposed to wind II Wind loads and reactions based on both MWFRS and C&C I� lieu of rigid ce111ng use purlins to brace BC @ 48" OL I Bottom chord checked for 10 00 psf non-r.onr.urrent live load Deflection meets L/360 11ve and L/240 total load See �f5 slandar•d deLail book for truss to Lruss connecLions Non-standard conneclions lu be deslgned and approved by a Registered Design Professional (H) Structural fastia attathed Fascia deslgn and connectlon by others. � 1 1 6 6 2- -2 2- -0 � �(H) 5"12 W —� QQ ii O �� z-o-o�� ���at�tenrr►ojr�o� 3-6-8 Over 2 Support �``��\��, W� CqR�vy�, R=558 U=504 W=8" m� � °o G�N S'�•�l� P • � � o �7 r RL=111/-25 R=-206 ,�i�$� U�98 W=3" a��"°�, �: � No, 76II45 � � a� d . -� GALUANIZATION - G60 Design Crit: AISI 5100-2007/52-10/ ����.,d1����f�`�4 FL/-/4/1/-/R/- Scale =1"/Ft. '�*WARN I NG*'k IP.II55ES Y.EOIIIP,C EY7AEHE CARE III FABP.IChiIlIG. NAN�LItlG, SII1PP1114. IH�ihILINf. � 0 �[. � TC LL ZO.O PSF REF R6384 40661 � ;�n STATE: OF ° c�,o AND BHACING. IINLCSS�i11CHIIISL INIIICAI[D inP f.I1nkU SIIALL IIPYC YkOYCkLY.�liAf.11Cll S1RIIf,TI)HPL A T 7�7-*7� Nwuas axn xormn r.iman su4u iuv�n Nenrtr�v nir�cueo eiuiu riiiwr.. '�.+ ��p �( P am�4J� T� DL 15.� P$F DATE 03/28 J14 � .�C o a r�Lr11vL **IMPORTANT** F�N�,�.��a����Y��tr���s�ts��N �„r��� IHSfhLIAIWNC(1N111{(InN N�=,,�:��� �'•'',��,{'� °o����e° �j.��o`6 BC DL 15.0 PSF DRW MOUSR6384 iaos�ooa 'rRUS STEEL �EI`IC1E0 UIl iNIS OESIGN I5 ONLY fOY. LtTCVRL >UI`P�tP.T Uf IPUSS 11E11dEP.S iU AEDIIIF OUCY.LING LEIIGfIIi ✓���� ♦�'0NA1_ ��i�''b �C LL O O PSF M0-ENG BWC/BWC hlL DESIGN, Al1Af,IINCNI ,1N� INSiAlLJ71�N�F iFhIPOfi1AY tllf�PFPFI411CNi 6H4f,INL. II�Y.CSISI L'nlfP�l / I}������ys�l�O/�O�^ TOT.LD. 50.0 P�F SEQN 3284 REV FOY.CES AB�HOLG TY.IISSCS PLOIItl. 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'._.'." "." °.__.°".°.'.".'."'°' °.°.' Brg # l Ver L R= 252.1 ;�Ilor R= 0 0� Llnullll[ALI'ItIE�[AISI zoo� ][cd2f+�r,a/I [v,,yc z� Ilrg.}2 Yerl.R- 104 0,N, Ilor It= -0 01 \ I I I � / � li / I � � � I I I \ I I � I i i � I , j 4 � � � i I ' ~ � i \ I . THIS DVIG PREPARED FP,OM COMPUTER INPUT f�OADS 8 DIMENSIONS) SUBMITTEO BY TRUSS MFR. (66-Zephyrhills Station (+2 -- ** - CJ18) Top chord 43TSC2 75 1 5x2.75-43-55KSI Fasteners=l4AMD Circles show the min no of blue 14AMDB1.25 fasteners and 8ot chord 43TSC2 75 1 5x2 75-43-55KSI squares show the min no of red 14AMDR1 5 fasteners per member See DWG TSO11 Webs 33W 75x.75 75x 75-33-45KSI W1 33W 75x1 5 75x1 5-33-45KSI for detalls 149 mph wind. 32 62 ft mean hgt, ASCE 7-10, CLGSED bldg, Located anywhere in roof, RISK lJ1nd loads and reactlons based on both MWFRS and C&C CAT III OR IV, E%P B, wind TC DL=5 0 psf, wlnd BC DL=S 0 psf GCpi(+�-)=0 18 Right end vertical not exposed to wind pressure Provide connection for gravity and upltft reactions shown In 11eu of r1g1d r.eiling use purllns to brar.r. RC @ 4A" OC Bottom chord checked for 10 00 psf non-concurrent 11ve load Deflection meets L/360 live and L/240 total load See TS standard detall book for truss to truss connections Non-standard connections to be designed and approved by a Registered Design Professional (H) Structural fascia attached Fascia deslgn and connectlon by others 6 6 � � 1 1 1- -2 � 1- -1 W1 5"12 (H) Q1 1 1 � 1-10-4 Over 2 Support�� tq`�`��,�VV '�Cqn�oPy' \�� �Q. � � mmo 'T� �'i R=83 U=3 R-90 U=56 W=3" �m'r �opo\C,�NS`°•n� �rr� RL=53 �. Q� e �'' � o� . : a No, 76f345 4 � �� o ? . — GALVANIZATION - G60 Design Crit. AISI 5100-2007/52-10/ � i��O.r�Zi���1�4 FL/-/4/1/-/R/- Scale =1.5"/Ft **WARNING** reusscs eemner rriwni<<aer ui r,evu.Rnx�.u,,Nnui�i.. sinrrim,. iu�iuii�u, ° Cr° TC LL 20.0 PSF REF R6384- 40662 � ANU OkACiNf. IINIFSS nINFkIIIS[ IN�I�A7Cb, Iiil'IIInY,II SII11l IIeVC Pl�nl'FNIY a�14CllF�SiI:IIr,7Ukil r'�� STATE: OF� �(,�� r4i�e�s,,unX0liUllClluRf�iu<iii�<�� srenr��i.aii4cu�nvu.iocriiinr. '°�d���n �C OP om`�',e TC DL 15 0 PSF DATE 03/28/14 �� **IMPORTANT** FUF,NI511 A LOPY nl IIIIS�ESIf,N fl IIIC INSI4LLn110N LON7P,�[I�R tlN,tf.IHG �����(��� OR10 e O-�\(`-�`e� BC DL y�,Q PSF DRW MOUSR6384 IQ�8�0�2 RLL UESIGN. F11?CIIHCNI :.N� INSIaLLAfI�N nf IC114JP.�FY iHt�I�fPNSNINi BY.t�:ING, Il�P.ESIS7 LJICP;.I �dd�'� �Q N A� e��`� B C L L O.O P S F M 0-E N G B W C/B W C S TEEL OCPILiCD till iH15�CSl�ifl IS UNLY F��P, ISICPAL SUPI'�1P.1 J� IYU55 H[IIflCRS il�AFOIIf.[811[Y.11li,llllf,lllt, � U \' � FOR[ES AND NULO iP,I1S�CS 1'LUIIH. SHALL NC INf.ACSPON5151LIiY lif uiHEAS I11!Al11lUIPIL COIIPONEIIf51.��iIIY ���dd�J)d���8�2014 TOT LD. 50.0 PSF SEQN 13588 ITWBuildinqCompanents Group,Ina �N�. sxau xoi n[Hesvoxsioie rnx nr+v o�v�nnax reon ixis nesir,N vu IIANULING, SIIIPPING, INSiALLING E�rthClry M063045 A���flP,ACINf.or INIISSCS, nll CNfI11ECP.'S SUI ou um nxauiur,r,rru[s oNir iu IIIC�CSIGN nr nrt nuu� FLCbA#0278 UEYI[1EU uEkC 411U SIIOLL NOI BC BELIEU UYOtI w Axr afuEN H�.Y SPACING 24.0" JREF- 1V516384Z01 I(null)IIALP111E]fA151 zoo� �(C,118145175/I f�'a9e t� Ilr9 I(� veri.¢- -ss�� u��a� -o.oa �rcu zo.ollrco� is.o��itcoi t� n��ucu a.o��nsi i ou��uc 2n o��riw i]�sorF n 2.oI °--...�._.�._._ > �-°-�-_- _.�-_--_.�-�_ _� [STfJ.Al11U LOAU��UC za ooJ�asi I 00�[NM �� �cac nscf 411nA LI J�uc 2n oo�[ns'i i ao�[�in �� ' ---nearin�is--= �z-�oc��¢eac���sir.el -__° ao rir ad o o io �o� i � fr=�e �][ 0%] 42 PLf(�a o.n io az c� > > � �y�3�.i�lioox] � n.00�� n»� 53h�[0.1J� � � ea�� �o��0 2s� ao ru � o o io ao c+ i � �y-zs.��� os� n ri.r c�o o.o io t�� > > �y=�e i�� ot� no riv u, o a iu no c i � �y=76.1�[100°4] ia ru � a o io to c i � �y�ze��[ nz� InAP1s M,�xl IfaxC nNL �NO SIIN CRIN CSI LOIII3 GIC Lenqlh f.ratle Brac� 13rg;{ 1 Verl.lt• U2 6,y IIOr.R= 0��� I;r9 j� I Vcr[.H- 1 2 j�Ilor.R= 39 1� 0- 7 2 0 0 00 0.00 0 00 0 00 0.00 SB I U H�4315C2 75 Diaph 6rg�[VcrL.R- )0.2,}'Ilor.R= -O.Ory lirg p %Vcr1.R= 36.J�IIOr.R- 0 0� Y A fi Z7 0 00 U.01 0.01 0 00 0.01 SI1 I 1.99 437SC"L 75�iaph -._ __-_._-`-'-'-`�_-_-_-_-_-�-__-°_'-_-_ _.... _ _.e.o_ -__-°-e-.-> -.__..._°_`".' A 6 27 77 0.00 0.07 0 O1 0 00 0 07 A9 1 19.83 A3LSC2 75 n�a�n (FBC pass�2�I���Z� �0�[ASI 1 00][NM 1] [cxc n5t[winn et- �[uc 2a.00)�nsl 1 00�[IIM 1� 6 9 0 2 0 00 0.00 0.00 0 00 0 00 SB I I.00 A3TSC2 75 Diaph 30 I'LF C 0 0 l0 70 @ 1 7 [yQ76 1�[ OX� -42 19 F<? 0 0 to -d2 @ 1 7 L [y=33.IJ[IOOX� 1 3 17 -5!0.00 0 O1 0 02 0.00 0 02 SB 1 0 !5 A7�SC2 75 C 48' 70 PL�l2 0 0 l0 70(? 1 7 �y=26.7][ OX� Il PLf @ 0 0 [0 11 @ 1 / [y°36 I][ OY� 3 5 12 5]0 00 0.02 0.01 0 n0 0 02 SB '2 IE I1 43TSL2 75 C dfl' 20 IR�l: 0 0 to 20 @ 1 7 [y=26.7]�1005] 10 PLF @ 0.0 l0 10 @ 1 7 �y=25 7][ OX� 5 8 0 �0 0.00 0.01 0.01 0 00 0.01 SO 2 7.01 A3TSC2 75 @ 4tl' 6rg.k � VerI.R- 66.1 p IIOr.R= -0.0�� �rg y 1 Verl.R= 2.2 q Ilor N= 39 lg 8 10 0 0 0 00 0.00 0.00 0 0� 0 00 SO 2 0.87 43lSC2 IS @ AB' 6rg.p Y Yert.R- 7Y.2 q Hor.R- -0 0� Urg.y 2 Ver L N= 36.3 y Ilor R= �0.0,¢ EndP[s Max� tlaxt A%L BND SIIN C21P C51 Cl1MB f,Lt Lenglh Gratle oruce [MWFRS ASCE Perp/L+�][OCL24.00][ASI 7.00][NM 1] r-=-=. _._.___.e._.6._.e.e.-a e.e =a.�.____ 2 3 7 -60 0 02 0 00 0 00 0.00 0.02 A9 1 J.37]3N ISxI 5 2 PLf C 0 0 to 2@ 1 7 L [y=37.1][100X] � Ran�ly(��2omac aAA details � n s s �z o on o.00 o.00 o.00 o.oz no i is oo a3i+�sx.�s n ru � o o co n� i � �y-�a.i�� o�c� I I G- 7 51 -61 n.m 0.40 0 00 D 00 0.02 AO I 9 Fi8 33W ]Sx.75 10 PLF f�? 0.0 l0 10 @ 1 7 IY=Z6.7J[ O:C] I I 7 8 d6 5 0 O7 U.00 0 00 0 00 0.02 AO 2 A 19 13H.75z 75 Brg.,y 1 Verl R- IG 9�IIOr.R= 1 9N � I �rg.;� 't Verl R= 16.6 p IIOr.N= -0.0� I I NoJC % Lo[ Y-�oc De(IY(L) deflY(�) dxl dx� 17aXSliear GLC =�_._.=._.e._ _._ _ _.s._.e.e_�.-___._.�._.e.= � � 0 0 00 32.02 0 00 LJ959 0.00 LJ999 0 00 0 00 0 0 [MWFRS ASCC I'erp/L�-�[OL '1A 00]�A51 1 00](NM 1� � � 1 0 00 31 78 0 QO L/999 0 00 LJ999 0.00 0 00 -i33 1 17 PLF c� 0.0 Io 17 @ 1 7 L [y=73.1][100Y] I I ? 0 06 32.06 0 00 I./999 0.00 L/999 0 00 0 00 49 1 11 PIF(� 0 0 lo Il @ I 7 [y=36 1][ OX] I I 3 0 O5 JI 78 0.00 L(939 0 00 L/999 0 00 0.00 -el 1 10 PLf� 0 0 l0 10 @ 1 7 �ya26 7][ OY] I I A 0 21 3L lA 0 00 I/959 0 00 L/999 0 00 a oo -ao 1 Org.,",. 1 4erl R= 22-0 g Ilor.lt= -11 9,y I I 5 1 AO 71 7N 0 00 L/999 I] 00 L/999 0 00 0.00 JO Z Orq @ 2 Verl.lt- J6 2 p IIor.R= -O.Oh � 19 20 21 Y2.2Za23.24.2AaY5.25 2;U,25c.25A.26a � 6 1 66 12.93 0 00 L/959 0 00 I/939 0.00 0.00 A9 1 =-°-° "-° "-' -.�-._.___-'-_ _-_--_-_-'--° I [soY] 27a.27�.2/c.28.29.79 AO 41 •17 A8.68. I 7 1 f,C, 37 13 - 0 0 [MHFRS ASCC Perp/l ��[OL 2A OO��A51 1.00][IIM 1] � 1s031u � H I fi� 71 78 0 00 I/999 0 00 l/999 0 00 0.00 A2 7 YO PLF� 0.0 l0 20 @ 1 7 L [y=33.1�[100RJ i = �.� �._._._ --°'-a-` '_ _ _-_-`-_-`' ' ' ' 9 1 /.7 .1Z.97 0 00 L/999 0 00 1/939 0 00 0.00 0 D I1 PIF l9 U.II l0 11 @ I 7 �y=16.1][ OR] 10 1 /7 31 78 -- - 0 0 10 PLf ¢? U.0 l0 10 l I ! [y=26 7][ OX] 6rq ,^� I Verl R- 10 5 g IIOr.R= 18 2u 6rg p 7 Ver1.H= 6.fi,y Ilor R= O.O,y �. J [IINFRS'ASCC PcrD/L �IOC 7d.�0�[nSl 1.00][NH 1] 5 PLf� U 0 fo 5@ 1 7 L [y=33.1J[100IJ I1 PLF td 0 0 lo I1 l 1 7 IY`i6 1][ OX1 10 PLf ta 0 0 l0 10� I 7 [y=26 7][ OX] Nrg.j� I Vcr1.R- 15.9 p IIor.R= 4 Ab �rq J� 2 Vcr1.R= I7.0�Ilor.R= -0 0�{ � [M41FR5 ASCf I'erp/Itit�[UL�2A,OO��AS1 I OO��NM 1� \\ I Z9 PLf e9 0 0 �0 29 a? I 7 L [y°33.1J[100Z1 _-_ ___ ___ _ Il PLF l+ 0 0 to II(? I 7 [y=J6 1][ OP�.� io rir � o.o io to�� i � �y-zc.��� os� . .� � Brq.y 1 Vert R- 7 2 g IIOr.R= 26 Sp 6rg.g 2 Vert.R° 10.7 p IIor.R= -0 O,y \ [MHFRSiASCC Perp/Rt-�[UC'2d.00�[A51 I 00][NH 1] \ IA PLF(! 0.0 lo IA @ I 7 I [y=13.1][100X1 11 Plf P! O.0 lo II @ I 7 �y°36 I][ OY] io r�r ia o o io io c i i [y-zc ��� os� \ �r9.� 1 Verl R�__IZ 7;j Ilor'R-"'12-7y'="°° �r9 p, 2 YerLN� I J �Ilor R- -0 0$ \ [HNFR�ASCE Perp/N-��[OC 2d.00�[ASI 1 00][NM 1J � ,,; Y9 PLf w 0 0 to 29 C 1 7 L [y=17.1J[10�1� \ 11 Plf l: 0 U lo II l�? I 7 [y=76 1]� 0�� �o rir �•a o o io io c•? t � �y-ze ��� ox� `� I liry ,'� 1 Vcrl It� /2 q Ilor.it- 26 5;� \ � �rg ;y' 2 Verl_N= ^ -1l3.7 v Ilor.lt=='_'-0_0�'_' "m �nwFes nsc[ Pcrp/H ��ac 2a.ou��nsi i ao]�nn �] lA PLF c�? 0 0 l0 1A @ 1 7 L [y°37 I][700%] 11 PLF h? 0 0 lo I1 @ I 7 [y=76 1][ OX] 10 PLF @ 0 0 l0 10 @ I 7 [y=26.7][ 0:] �r9 A I Vcrl.lt- 12.I� Ilor R� IZ 7;1 �rg.2 2 Yer1.R= 1 7+�Ilor R� -0 0� I (MNFRS'ASCC Purl���[ULv2A oa��asi i oo���u+ i� in ru � o a io -ia c? i �i �y-3s.i��ioox� ll PIF @ 0.0 to 11 @ I 7 [y=36.iJ[ 0�� io ru � o o io io� i � ��ae ��� ox� \ �r9.@ I Yert.R- 12.6,¢IIOr.R= 1Z83 Iir9 ;{ 2 Vert R= 1 2,F IIOr.R- -O.Oq [MHFRS ASLC Parl� �[UCf2A 00�(ASI 1 OOJ[NM 1J 1 PLF C 0 0 la 1@ 1 7 L [y=37.1][1005� 11 PLF @ 0 0 l0 71 C 1 7 [y=36 1�[ OY] 10 YLf t? 0 0 to 10 @ I 7 �y=26 7][ OY.] �rgµ 1 Vnrl.R- 18.1 p IIor.R= 1 Oq �r9 q Y VerLft^ 20.0 p IIOr.R= -0 Oy (M41FR5 ASLC Parlv��[OCf2A 00�[A51 1 00�[IlM 1] v -5l Vll @ 0 0 lo �i3 l 1 7 L [y=33 1�[100%� 11 PLF c�P 0 0 Lo I I C 1 7 IY=76 11[ 0°61 10 PLF @ 0 0 l0 10 @ I 7 [y=26 7][ 0":] 6rq q 1 Vert 2- I.II q IIor.R= A9.3;F �rg.+� '1 VerI.R= �50.8;� Ilor.lta -0 Oq [MNFRS ASCC Parl �[UCv2A 00�[ASI 1 00][IIM I] v �a rir� o o iu �o� i �i [y=33 1J[100'G] 11 PLF C_ 0 0 ta 11 l I 7 [y=36 1]� O:C� 10 PLf @ 0 0 l0 10 C 1 7 [y=26 7�[ OKJ 13rg.�1 I VerL.lb 3J;{IIOr.N= 35 5;' Urg.p 2 Verf R= 71 I ,;IIOr.R= -0.0; [MWFRS ASLC PrpO/L� �(OL'2d 00�[A51 1 00][17M 1� 13 PLf C 0.0 l0 1]l I 7 L [y°17.1J[100°6� �a rir�? o n to 3n� i � �y-35.i�� o�c� � 3o rir� o n to �o� � i �y=ze.i�� o^:� � Br9.# I VerI.R^ S7.H?IIar.N� 11 9,'{ Or9 ,y Y Vcrf.R- 7A.0 p Ilor.R= -0 0; [MWFRS ASCC PrIU� J�OC 2A.00J[ASI 1 O���NM 1] � r�r c o o co i i? i � � [y=a3.���ioo°�.] �n r�r� o o io 3n c i � �y-3a ��� o;:� ,� 30 PLF @ 0 0 to 30 @ I 7 [r-26.7][ 0°:J Brq g I Vert.2= 57.5 ,y Ilor R� 1 O,y � dr9 ,y 2 Ver1.2- 59 4 y Ilor R= -0 O,y • \ [cxc asc[ wi�n�i t��uc 2i ao�[nsi�t oo���u� t�= -57 PlF(? 0 0 l0 57 @ 1 7 L [y-37.1�[100:J 11 Pfl l: 0.0 l0 11� I 7 [y=J6.lJ[ 0'Gl \ - io rir� o.a io ia� i � �y=ze.��� o,� . i Bry.;p I Yer1.R- 7 2@ IIOr.R= 52.9.y Brg �i' 2 Verl+Ri - Y55A,4 Ilar_R�'__'0 0, `¢' �cxc nsc� uinn iai ���uc za aa�[nsi i oo��xn» ° - s�r�r r•o o.o io s�{? i � � �v=3a.t��iooc� ti ru e� o.o io n�a i � �y-36.1][ o:� to r�r c o.o io io e i � �y�ze.��� o:� Orq.jt I YerI.R- l.2 i Ilor R= 5'L.9$ , � THIS D41G PREPARED FP,OM COMPUTER INPUT (10AD5 8 DIMENSIONS) SUBMITTED BY TRUSS MFR (66-Zephyrhills Station �2 -- ** - EJ6) Top chord 43TSC2 75 1 5x2 75-43-55KSI Fasteners=14AMD Circles show the min no. of blue 14AMD81 25 fasteners and Bot chord 43TSC2 75 1 Sx2 75-43-55KSI squares show the min no of red 14AMDR1 5 fasteners per member. See Dl•IG TSO11 Webs 33W 75x 75 .75x 75-33-45KSI W1 3341 75x1.5 75x1 5-33-45KSI for details 149 mph wind, 33 65 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4 50 ft Wind loads and reactions based on both MWFRS and C&C from roof edge, RISK CAT III OR IV, EXP B, wind TC DL=5.0 psf, wind BC DL=5 0 psf GCpi(+/-)=0 18 R1ght end vertical not exposed to wlnd pressure Left cantllever is exposed to wlnd Tn 11eu of rlgid ce111ng use purllns to brace �C @ 4A" OC. Bottom chord checked for 10 00 psf non-concurrent live load Deflection meets L/360 live and L/240 total load See TS standard detail book for truss to truss connections Non-standard connections to be designed and approved by a Registered Destgn Professtonal 0 6 � 1 1 3-2-11 3-5-12 � O 5"12 W � Q ii O �z-o-o-� t`tqql�91►I/itrPypP 6-0-0 Over 2 Supports����-�—�/�j ��' q�t��p. o a�o 0 o�,P R=428 U=206 IJ=B" ��,� �a oR°�1Q��°�j991•l���/"r�� RL=182/-29 r � • �' � a f� ,. � : No, 76�345 + = ��, 0 a �° GALVANIZATION - G60 Design Crit. AISI S100-2007/52-10/ 1 .,;�?�4���fi`�•6 FL/-/4/1/-/R/- Scale =.75"/Ft ^ '"*WARN I NG** reuss�s eruim�e erraen�eaar IN FTORICAiIN4,IIAIIDLINf,. �IIIPP111G. INSI4lLIHL a G�� TC �L 20.0 P$F REF R6384- 40663 /\ ANO BY,Af,ING. IINLESS�iH[Y.1115C INlllf.nlCLl. �01'f,I1��kU SIInIL NAV[I'Y,npCY.IY AiIA411F11$IY.II�IUkAI � '�• STATE: 0 F � �'0� �P�F Y611E15 dN�bOii�H CIIOP.0 SH>LI IItYC t PHUPEYLY nn�curo P,IGI�CElllqf.. �j�dfO�Oe� /`� O P a 0°C�` T� �L 1 5.0 P$F D A T E 0 3/2 8/1 4 �- **IMPORTANT** fur.ulsn.�cnprnrrmsnnici� r��wcIN51AlLF110N[JNiRACfOR. IIPdCINL �'',� � ��1 `°-`V` � ` B� DL 15.� P$F DRW MOUSR6384 14067006 Z'RUS STEEL IIEPICTEO UII LIIIS�CSI aN IS UNLY Fi1P. L>iEPhl 5111'P�1RT �F TPIISI HCIIIIERS N REOIILE IIIICY.IIN.LENCTIIS. d�A�� �p� �Q0 1O QY \'�``e B C L L Q.� P S F MO-E N G U W l. D W 1. RLL OESIGN, AIiA1.IIHENi TN� IIIST,iLtAiI�N 0( �E11VnI:A�V AHf�P(R11411ENT fl1l4lING, Il�P.C511i L>iCR.�L ��� ��1, `^ ,�y` / FUPCES}pp��plfl iP.USSES P111115. (HALI NC iNE AESP[IIISINILIII UF llll(RS Iil!PIIIIDINC LUIII'JNEIIiS f.R��IIP '�d+���ia�i�ZBizo�4 TOT LD. 50 0 PSF SEQN- 13589 ITWBuildingComponentsGroup��IIC. �Nf. SIIALL Nil7 BE Y,f5V1+NSIBLE(ON SNY OC'/IR7IGN fN�H i1115�FSIf,N l�F II4N�LIII�.SNIPPIIlG. INSiiLLlllf. aH0 BP.ACING OF fPIIS5C5. 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RISK CAT III OR IV, EXP B, wind TC DL=S 0 psf, wind BC DL=5.0 psf GCp1(+�-)=0 18 t^lind loads and reactions based on both MWFRS and C&C I_eft canttlever 1s exposed tn wlnd Right end vertical not exposed to wind pressure In lieu of rigid ceiling use purllns to brace BC @ 48" OC Bottom chord checked for 10 00 psf non-concurrent 11ve load Defler.tion meets L/360 live and L/240 total load Special luads O ---------------------------------�---------------- 1 TC- From 70 plf at 0 00 to 70 plf at 3.70 BC- From S plf at 0 00 to 8 plf at 2 00 BC- From 30 plf at 2 00 to 30 plf at 3 70 TC- 35 00 lb Conc Load at 0 O1 (H) Structural fascia attached Fascla design and connection by others � 6 1 1 2-3-15 2-0-14 � b (H) 5"12 W �- 0 1 1 R=-156 Rw=83 U=182 W-3" i �� 2-0-0 '� q1`�4��i�rrir►vr�,i � 3-8-6 Over 2 S���t � `���°���P�\��M��.•�0��,� „ R�-z a ;, e : s No, 76�45 g �. 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Ilor.li- 52 G,y 8 3 53 73.84 0 00 I./199 0.00 L/9'J9 0 00 0 00 ]16 2A Ilrg.¢2 VerL R= -68.6,y Hor R= -0 0$ Bry ii 2 Ycrl R= 114 Y�IIOr.R= -0.0� 9 3 63 72 l7 - 0 0 ___._'_�__'.-..,_-- ___.___._._._._.. " __ __ __ __ ,._ . _a> >.� _ --_ __._.' 10 3 63 71 78 0 00 L/999 0 00 LJ959 0 00 0.00 197 2fi [MNFRS A%C Perp/L�F][OC 2.1.00�[ASI 1 00][IIM 1] �Midfii5 ASCE NrIfN t)�UC 74 OO��A51 1 OOJ[tIM 1� n 3 �o ��.e� o 0o i/s9� o ao i.�9e� o 00 0.00 0 o zi viv e o o m z�� 2.0 �y=n ���ioo^�o] n ru� n.o co s a� z a �y-3� ���ioas� 12 3 70 31 78 -- - 0 0 -23 PLF @ 0 0 ta 23 C 3J L [y=J4 0�[l00°:J IA PlF C 0.0 lo lA @ 3 / L [y=34 0][100'G) �i r�r� o o co >>� a.� �y=3� o�� ox� an r�F c o o io �.�c•� i � �y=.�i o�� ox� �o vi.F� o o co io� z o �y=2e »� ox� 1a r�F cA a.o ro so c,� r o �y=�n.i�� o°:� to r�r c 2 o co �o� �.� �y-25 »� o°c� so r�r c_ z o io �o� a.� �y�ze.��� ox� 13rg.m 1 Vert.R= -52.fi q Nar.R= A2 1;� �r9 p I Vert R= 707 9�1 Ilor 2° 25 4n 13rg.'A Z�er[.R� 5 ��j IIOr.R= -0.0�� flrq ,y 9 Verl R- -108.5 � Ilor 2� -0 0� [MldFltS ASCF Perp/L=��[OC�24.00][ASI 1.00J�N11 1� [MWFRS ASCC Ih�IU�-IfnC Zd Onj�A51 I OO��NM�1�� ae rir e o o to ae� z.o �y=�t ���too°o� �a ri r c o n io a�w a o �y�ii i��too•,� x rtr� a o to a c �.� � �y-an o��ioo�s� i v�r c o a �o i�� � i < <v-3a o��ioox� Il PLF @ 0.0 to ll� 7 7 IY=77 0][ 0°4] 7A PLf e9 0 0 l0 34� 3 1 [y=.17 0�� OY� 10 PLF @ 0 0 [0 10(: 2 0 [y=26.7�[ 0':] 30 PLF lm 0 0 la 30 @ 2 0 [y=26 7J[ OX� l0 PLF C� 2.0 to 10 @ 3.7 [y=26.7][ 0°4] 70 PL�l '[0 to 70(? J 7 �y-76 7J[ 07.� 13rg$ 1 Vert R= -6A 4 p Hor R= I4 6)k Brg ;� 1 9erL R= 29G.1 ?Ilor R= 2.1y firg �:2 VerLR= 41 7 y IIOr.R= -0 0{; Ilrg�2 UcrI..R- 71 9 ':Ilor 2= 0 Op [M47FN5 ASLE Perp/Rt+][nC 2J 00][A51 1 OOJ(HM IJ �Ml{fR5 ASLC PrIU t��UC%4.00�[�SI I 00�[tllA I��- e PLF @ 0 0 [o tl@ 2A [y=31 7][10006J 8 PLf� O.0 to 8� 2 0 �y=31 7][100:J 29 PLF @ 0 0 La 29 C� 3 7 L [y=7A 0][100°:J -5A PLI l: 0 0 lo �lA G� 7 7 L [y=34 0][100Y� ll PLF @ 0.0 [o ll C 7.7 [y=37 0][ Oa� 34 PLF @ 0 0 [a 34 l? 7 7 [y=37 0�[ 02] to v�v c o o co io c z.o �y=ze »� o°o� ao r�F� a o io �o c r.o �y=re»[ os� io r�v� z o �o �o c� �.� �y=2e ��� ob� 3a ri_r c�? z o ro �n c 3.� �y=ze.��� oK� Itry;� 1 Vert.R= A7.0 p IIor.R= 52.5;� Rrq ,y I Verl I!- I77 b:Hor R� 9n.Ot Ur9.,4 2 Ver[.R° -55 7�IIar.R= -0.0� Brq �2 Uerl R= 113 5,". Ilor H• �0 0,' [Ni�IFRS ASCE PerP/Rt-1LOC 2d OOJ(A51 1 00][NM ll If.YC ASCL itinn Lt ���ut 1J'OO��A51 l OOJ�NR�IJ 8 PLF C� 0 0 [o -8 @ 2 0 [y=31 7][100°4] 79 PLF c; 1 A lo -79� 1 7 l [y=34 OJ[100�a� 14 PLF @ 0 0 [o l4 C� J 7 L [y=34 0][]00%� -116 PLF @ 0.0 ta 116 C 3 0 L (y=7J.fi�[IOOY] ll PLF C 0 0 [0 11 @ 3 7 [y=37 0][ 0°4] 38 PLf @ OA [0 18 @ 2 0 [y=31 7�[100YJ 10 PLF C 0 0 to 10 C 2 0 [y=26 7�� 0%] ll PLF C 0 0 to I1 l 3 0 [y=37 0�[ OY� l0 PLF C� 2 0 to 10 @ 3 7 [y=26 7][ 0%] 11 PLf� 3.0 l0 11 C 7 / [y=37 OJ[ OX� erg q 1 Ver[ R= J2.0 p IIor.R= 25 2� 10 Vtf 69 0 0 ta 10 P? 2 0 [y=26.7�[ OYJ �r9 g 2 VerL R= -19 0 q IIOr.R= -0 0� 10 PLF l; Y 0 to 10 @ 3 7 [y=26.7�� OY� °-'-°-°-°-°-°-`-_-"`-°`°-_-_-_-_-°-°`-`'-= Br9 p 1 Verl.N= -A,II 9,4, Ilor R= 199 7u [M4IFR5 ASLE Perp(R-+J[OC 24.00][ASI ] 00][PR1 1] Bry.�2 Vert.R- -IJ 0;; IIUr.R= -0 0;'t 8 PLF @ 0 0 to 8@ 2.0 LY=31 7][100Z1 _ _ ___'._._._.__'._.'.'__°._.-`_°'_._.____ 29 PLf C 0 0 to T9 @ 7 7 L [y°J4 0)�100�� [CxL ASCC IdinA Rl ���UC /•1 OU�(�SI I OOJ[tllf 1] 11 PLF C 0 0 to ll@ 7.7 (y=77 0][ O�J 116 PLf� 0 7 Lo I1G @ ] 7 L �y=3J 0][100%] 10 PLF @ 0 0 to 10 @ 2 0 [ya26 7][ 0%] 79 PLF(� 0.0 Lo 79 b� 0 7 L [y=32.5][100:� 10 PLF @ 2 0 to 10 C 3.7 [y=26.7][ 0°6J S PLF c•n 0.0 Co 8� 2 0 [y=37 7]�100'b� Brg.,y 1 Yerl.R= 43.8#IIOr.R= 52 Gp I1 PLF C 0.0 [0 11 C 0 7 [y=37 OJ[ OXJ Brg.'� 2 VerLRa -55 7,y Ilor.R= -0 0� 11 PLf C 0 7 to Il @ 3 7 [y=37 0�[ O:J __°.°-°-°-°-°-°-°-°-°-°°__-_°-°-_.�-°_= io r�F c o a io io c z a [r=ze.��� ox� (MNFRS ASLE Perp/R- ][UC 24 00][ASI 1 00](NM 1] 10 PLF� 2.0 to 10 @ 3 7 �ys26.7�[ OXJ e PLF @ 0.0 [o -8 @ 2 0 [y=31 7][100%] Brg � I VcrL N= I80.7 y Hor R= 196.a,y l4 PLF C 0 0 to 14 C 3.7 L [y=74 0][100°6] Brg�2 Vert.R= 12d; }Ilm� R= -0 Oj; 11 PLF @ 0 A to 11 @ 3 7 [Y=37 O1L 0%1 -__ _ _-.___._ _._.___`=._.e.n_` _>._._._._ 10 PLF @ 0 0 [0 10 l 2.0 [y=26 7][ 0°6] [CXL ASLE VfinA LL �[OC 7.4 00�[ASI 1 OOj(NM 1] 10 PLF C 2 0 to 10 @ 7.7 [y=26 7][ 0%� -53 PLF� !0 to �63 @ 7 7 L [y=34 0][100Y] Brg.;� I Ver[.R� J2 0�Har.N= 25.2# 101 PLF 4 0 0 l0 101� 3.0 L [y-33 5J[100Y] Brg.,� 2 Vert.R= 19 0 '„'Har.R= -0 0� 53 PLF F� 0 0 fo -53 t� 2 0 [y=]1 7](IOOYI ___._.'__.`__°'_'__`___°____._.__'.'._._ -___= Il PLF @ 0 0 l0 11� 3.0 LY'3] 0�[ 0'G] [tAWFRS ASCE Parl++][OC 2A.00][ASI 1 00][NM 1J ll PLF l: 3.0 lo Il� 3 I [y°ll 0�[ 0'C� e PLF @ 0 0 [0 8@ 2 0 [y=71 7][100P6] IO PLF� 0.0 l0 10 C 2 U �v=Zfi 7�[ OS] -14 PLF @ 0.0 to -14 @ 3 7 L [y=34 0][]OOX] 10 PLf C 2.0 to 10 @ 3 7 [y=26 J][ OX] 11 PlF @ 0 0 [a ll @ 3.7 [y=37 0][ 0%] Brg ,y 1 Ver[.R° 453.7 � Ilor li= U2.3y 10 PLF @ 0 0 to 10 C 2.0 [y=26 7][ OXJ Brg ;�T Vert.R= 80 7 ,y Ilor R= -0 Oq 10 PLF C 2.0 [0 10 C� 9 J LY=26 71L OY,1 °_-_' _-''._.-._.___..°.=.a.`.__-__._.>._._ �rg.j! 1 Vert.R= 92.6 @ IIOr.R= 25 4q [CRC ASCC VlinJ Rf ��OC Yd OO��ASI 1 00][1111 1� Brg „ 2 Ver[ R= -50 0,y Ilor R= -0 0$ IOI PLF(� 0 / l0 101 C 7 7 L [y=3A 0][100Y] _-_°-___�_-°-`-°---°-°-°-_ ____-_-_ _-_-_ -63 PLf(� 0 0 to �53[� 0 / L [y=32 5][IOO:J (MMFRS ASCC Parl+-][pC 24.D0][A51 1 00][NM 1] N PLf(W 0 0 l0 U l '1.0 [y=Sl 7�[IOOY� 8 PLF @ 0 0 to S@ 2 0 [y=31 7][100%] I1 PLF C 0 0 [0 11 @ 0 7 [y=37 0�[ OY� 1 PLF l 0.0 to 1@ 3 7 L [y=34 0]�100X� 71 PL�@ 0 / to 11� 1 7 [y=37 0�[ 0$� 11 PLF @ 0 0 Co Il @ 3 7 [y=37 0][ 0°:] 10 PLF @ OA to 10(. 'L 0 [y=2fiJ�[ OX] 10 PLF @ 0 0 Lo 10 @ 2.0 [y=26 7�[ 0"%] 10 PLf @ Y 0 l0 10(� 3 J [y-76.7][ OX� to r�F c z.o co io c 3.� �y=2r,.��� ax7 o�q ,y t veri a- -��r r,� uo� a= in 3� �rg.� 1 Yer L R= 80 8 p Hor R= 2 1# �rg y 2 VerL U- -8h e,y Ilnr R= -0 O�F Br9.$2 Ver L Ra 17.4 y Ilar R= 0 0� _-_-` _° _- __-__-_--= v-=-` - ""_�__-_ ' °°°__-__°°-°°-°°°°-°--_-°-_-°-°°- (cxc nsce�iind at-.i���oc 2a oo��ns� i oa��ru� t� � [MHFRS ASCE Parl t][OC 24.00][A51 1 00][NM 1] 116 PL�C� 0 7 [0 116 C ] ] L [y=34 0�[100°C) tf PLF C 0 0 to S@ 2 0 [y=71 7][100°6] -79 PLF C 0 0 Lo 79 C 0 7 L [y-32 5][1004j -54 PLF @ 0.0 to -54 @ 3.7 L [y=34.0][100%� 8 PLF @ �0 to U c? 2.0 [y=31 7][100:] 11 PLF @ 0 0 [o il @ 3.7 [y°37 0][ 0%] 34 PLF @ 0.0 to 34� 0 7 [y°J7 0][ OX� , 10 PLF @ 0 0 l0 10 C 2.0 [y=26 7][ 0%] lA PLF @ 0 7 to 34 C 3 7 [y=37 0�[ OX] ' 10 PLF C� 2 0 [0 10� 7.7 [y=26 7][ 0°6] 70 PLF @ 0 0 to 30 l 2 0 [y=Z6J�[ 0:� �rg.$ l VerL.N= 37 5 p Ilor R= 98.O�F 70 PLI�l 2 0 Lo 30 C 3 7 �y=26.7�( OY� �rg,y 2 Ver[.R= -65 I q Hor R= -O.OjI Ory � 1 Ver[.N= 3d 5;,Ilor R= 15tl.8+� °'°'°'°°""°-_'°'_'_"'°'°'°°-° "°°'_'_'- Bry �2 VerL R= 182 0�Ilor R- -0 0} [nwFas nsc[ rari- ][oc zn.00��nsi t oo��Hn �] _-°-=-°-e.__._ _�-°-_-°-°-=.�_a__�_��-_-_ a r�F� o.o co e c z o �y=3> >���oox� �nwvRS sru.nuiii ivao��ac zn oo��nsi �.00��nn i� • 79 PLF C 0 0 l0 39 @ 3.7 L [y=34 0][100%� -54 PLF @ 0 0 Lo -SJ C� 3 7 [y=37 OJ[100:� i 11 PLF @ 0 0 to 11 @ 3.7 [y=37.0][ 0°4] 3 PLF @ 0.0 fa J l 2 0 [y=26.7J[ -0%� I 10 PLF t�a 0 0 to 10� 2 0 [y=26 7][ 0%] 10 PLf C 2 0 to 10 C 1 7 [y=25.7][ -OY� I 10 PLF @ 2 0 to 10 C� 7.7 [y=TS 7)[ 0'6] 10 PLF l 0 0 l0 10 C 7 7 [y=31 0�[ -0:� Org x I Vcr[ R= -A9 3 j;Ilar.R= 70 5p I8.7�L�s � 0.0, 37 0 AnqIe-Y70 Brg�2 Vert R= 28 4 �IIOr.R= -0 O;E /00 LUS @ 0.0, 3/0 AngIe=270 `_"'°'°"_°_""_'_'°"'°'°'°"'__-"'_'_"'_'_ Org # 1 Verl.2= 297.tl N IIO�.R= 0.0,4, - i � � .� lo � � I \ ' �._._ l0`0=-=-=11'doll d R 7q -BPt�an L N L.�II IZ �����'Al I/991YI'Jll (OOL ISIVII7NIJIVII(II���O1 • , THIS D41G PREPARED FROM COMPUTER INPUT (LOA�S 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. (66-Zephyrhills Station �f2 -- ** - CJ2) Top chord 43TSC2 75 1 5x2.75-43-SSKSI Fasteners=14AMD. Circles show the m1n no of blue 14AMD61 25 fa'steners and Bot chord 43TSC2 75 1 Sx2 75-43-55KSI squares show the m1n. no of red 14AMDR1 5 fasteners per member. See Dl•IG TSO11 Webs 33�! 75x 75 .75x 75-33-45KSI W1 3361 75x1 5 75x1 5-33-45KSI. for deta115 149 mph wind, 32 52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK Wind loads and reactlons based on both MWFRS and C&C CAT iIi OR IV, EXP B, wind TC DL=5.0 psf, wind BC DL=5 0 psf GCpi(+/-)=0 16 Right end vertical not exposed to wlnd pressure Provlde connectlon for gravity and upllft reactions shown in lieu of rigld ce111ng usr. purlins to brace 6C @ 48" OC Bottom chord checked for 10 00 psf non-concurrent 11ve load Deflection meets L/360 live and L/240 to[al load See TS standard detail book for truss to truss connections Non-standard connections to be designed and approved by a Registered Design Professional (H) Structural fascia attached. Fascia design and connection by others 6 �- 0 1 1 1-2-11 � 11' 11 W 5"12 (H) Di 11 �``p�i`in9�tllf)1ypPF' � 1-7-7 Over 2 Support�� \1�dav � av� cq,��tv'� R=71 U=24 R=78 U=111 W=3" p0�`�\p°� Ci�N �°��''/' RL=83 �w� •u �'� SC� °o��"'� � + No, 76£345 � � GALVANIZATION - G60 Design Crit: AISI 5100-2007/S2-10/0 � ����4 FL/-/4/1/-/R/- Scale =1.5"/Ft. ^ **WARNING** 7ausscsr.�euixecrteorzc.xEII1FdtlN.ICA�ING. HANOLINf..5111PP11lG, IHS151LING � �tl S.f.A�.� Or s �� TC LL 20.0 PSF REF R6384- 40665 /\ nN�BkACING. IINlCSS��iHEkIlISC INOICATCD, inP CIInY,D 51I.1L1 INVf I'knPEkLV PiT4CllE�SikI1f,IUItTt � Q (� � �` TC DL 1J.� PSF DATE �3 �O 14 A T �"]� YANELS ANtl tl017U11 CNORG SIICLL 115YC A PNUPEPLY ai74CHEU R����«������. `+r�.��`° (•/O�lo{� 0O �O ❑ C / / L-„Jr **IMPORTANT** FIIRIII511 i COVV I�F �IIIS UCSIGN Iil fliC INSiRLL47I011 CON7Y,aC�Op NPAGINi. ��d� O a a Q �Q 0 G'\`e` �7� DL 1J,0 PSF DRW MOUSR6384 14087��1 Z'RUS STEEL �EPICTfD 01!iN15 UESIGN IS ONIY FUH LR7CPAL SUPYUkT OF 1PIIS5 NCIIBERS TU AEDIICE IIIILY.LING LENGTII) �f��� �O N A� ��`��` �C L L O.O P S F M0-E N G B W C/B W C ALL OESIGN. AITAf.11hIENT ANU INSiaLLA�ION Of iEIIPORAPY AII�PERhl511ENT BRACING, in P,CSIS7 LpiERPL 1 f 1 ,�`p, p� tA fOP.CCS ANO IIOLU iNI1SSE5 PLUIItl. <tIALL 8E �IIE RCSYplISIBILIif OF OIIICPS Iill BIIILDINf;CUIII'pNCIliS 4RUIIV o'g��a�'�VJ��O�ZO3Y TOT.LD. 50.0 PSF SEQN 13591 ITWBuildingComponenisGroup�lI1C. ��IC SHaLL N01 AC Y.ESY�NSIBL[f�N 411Y OEVIFTION fHOH lIIIS 1+C51LN�i�IIAIIDLIIIG. 51111•I'ING, INSIAILINi. RNO BRACINL OF TpI155E5. AN ENGIIlEER'S SEAI 011 IHIS ORA111NG�PPIIC$ONIY i0 TNE OESIGI!I11 illE �P.I1S5 Earth City,MO 63045 FLC0.4#0278 �,����,E�HFkC qllU SIIPLL Nar a���a�����-��� III nllY OLIIEN N�. SPACING 24.0" JREF- 1U516384Z01 �(null�][ALI'INf.��A1Sl 2007 j[CJ2J45U5/� [Page 1] 6rq �� 2 Vert H- 111.2 7 I{or.R- �0 0� [�LIL Z0.0�[ICDL 15.0�[BC�L 15.0�[6CLL 0 0�[ASI 1 00](UL 2A OJ[N11 I�[SUIFIi 2 Ol =-° °° °_°-°-°-_°-`-_�°-_-___ _�_-_'_-_ - , �S�D.AUIO L��AIIJ�OC 2A OO�IA51 1 00�[NM 1] [CRC ASLE 41intl Ll -][UC Z4 00][ASI I OOJ[NM I� =-===Bearinys=== [%-LOC][Reac[][Size� ____= 30 PLF @ 0.0 [0 70 @ I 5 [y=75.9][ 06] -101 PLF C 0.0 Lo 101(� 1 5 I. IY°32 9�[100::) � 0 OOJ[ 71J� tlih�[O.1J� [ 1 J21I 76��D 25] 30 PLf cw 0 0 l0 30 11 l 5 [w26 7][ OXJ I1 NLF c�? 0 0 to ll@ 1 5 �y-35 9�� 0::� 40 PLF c�+ 0 a [o n0 C 1 5 [y=35 9][1U0%] 10 PLF C 0 0 to 10 l 1 5 [y-[G 7�[ OY] CndPlS MaxT HazC AXL IiPIU SIIR CRIP C51 CIIMIi f,LC leng�h Gra�c Ora�i� Itry ;{ 1 Verl H= 70.9,q Ilor R= -0.0�J Brg �f t Verl It= I9 0¢Ilor.R= /2.6({ 0- Y 2 0 0.00 0 00 0 00 0.00 0.00 58 1 0.84 A31SC2 /5 Uiapl� 13rg;� 2 Vert It= 7U 5;� Ilor.lt= -O.O�j Br9 q 2 Verl R= -94 7 r Ilor.R= 0 Oj� Y- 4 13 21 0.00 D.OI D.O1 0.00 O.Ol SR 1 2 O1 A3TSC2 75 Diaph =-__-_-__-___ _--`-______`-'-a-=-�-_ _-_-°-'-_-_�'' °-_�_-__-_-_�_�'--_�_-`-_--- A 6 21 48 0 00 0.03 0 02 0 00 0 04 A8 17 16 21 A3TSC2 75 Uiaph [Ff1C pass y2][UC 24 OOJ[A51 I 00][HM 1] [CAC ASCE 41inA 2t ][UC 24 00][ASI 1 OOj[NM IJ 6- 9 0 't 0 00 0.00 0 00 0.00 0.00 56 1/ 0.98 A3TSC2 J;Uiapli 30 PLf� 0 0 to 70(� 1 5 �y=35.9�[ 0%] 101 PlF� 0 0 [o -101 C 1 5 L [y=72 9][100X� I 3 7 a3 0 00 0 OI 0 02 0.00 0.02 5H 1 0 75 A3iSC2 75 l9 A8' JO PLF l? 0 0 Lo 30 @ 1 5 [y=26.7][ 0Y.] 11 PLF l 0 0 [a 11 C I 5 �y=35 9�( O:L� 3 5 7 83 0.00 0 02 0.01 0.00 0 02 513 2 Il 66 A315C2 75 l?48' 20 PLF C 0 0 Lo 20(? 1 5 [y=26.7][100%] l0 PLF C 0 A [a 10 @ L 5 [y=25 7][ O:b] 5-8 0 �0 0.00 0 O1 O.OI 0.00 0.01 513 2 Y.63 47iSC2 75 l AS' Org p 1 VerL R= 55.7 j/IIOr.R= �0 Og Brg � 1 Ver[.R= 19 0,y Ilor.R= 72 6,y 8-70 0 0 0.00 0.00 0.00 0 00 0.00 56 2 0.87 A3TSC2 75 l 78' �rg p 2 Ver[.R= 6?.8 y Hor.R= -0 0� 6rg,y 2 Ver[.R= -94 7 A Ilor.2= 0.0;� EndPts Maxi MaxL A%L BNO SIIR LRIP CSI CUMB GLC Leng[h Grade Orace [MWFRS ASCE Perp/L�+][OC 24.00�[ASI 1.00][NM 1] -°-°-°-°-°-°-°-°-°-°-°-_--_-°-_-_-°�_-°-°-°°-=F 2 J 2d 52 0.01 0 00 0.00 0 00 0.01 AB 1 3.�6 33W.75z1 5 5 PLF @ 0 0 to -5 @ 1 5 l [y=32 9]p00%J � Randy C�Romac a0d Aelails I 4- 5 85 / 0.06 0.00 0 00 0.00 0.03 AB 1 I"[60 334IJSz 75 11 PLF C 0 0 to ll @ 1 5 [y=35.9][ OX] I I 6- 7 93 53 0.06 0 00 0�0 0 00 0 04 A6 1 7.]1 33WJ5z 75 10 PLF @ 0 0 [0 10 @ 1 5 [y=2fi.7][ 0%] I I 7- 8 40 l9 0.03 0 00 0 00 0.00 0.02 A6 Y 4 19 3341JSs 75 6rg.p 1 Vert R= 17.Z g IIOr.R= 3.8p I I 6rg g 2 Vert R= 10 0�IIOr.R� -0.0� � � Node %-Loc Y-LOC tleflY(L) tle(IY(T) daL daT MaxShear GLL =-_-_-_-_-_-_-_-_-_-_-_-_-_-_-__-_-_-_-°°°-= I I 0 0 00 32 02 0 00 L/999 0 00 L/999 0 00 0 UO 0 0 (MWFRS ASCf Perp/L*-][UC 24.00][ASI 1.00][NIt i] I I 1 0 00 31 78 0 00 L/999 0.00 L/999 0 00 0.00 71 1 10 PLF tm 0.0 lo !0 @ 1 5 L [y=J2.9][100"�,J I I 2 0 06 32 06 0 00 L/999 0 00 L/999 0 00 0 OU A2 I I1 PLF c: 0 0 [o Il l 1 5 [y=35 9][ 0%] � � 3 0 06 J1 78 0 00 L/999 0.00 L/999 0 00 0.00 -69 1 10 PLF C 0 0 to 10 uP 1 5 [y=26 7][ 0%] I I A 0 71 32 13 0 00 L/999 0 00 L/999 0 00 0 00 70 P �r9.,y 1 9ert R= 18.3 'a, IIOr.R= 7 O;p I I 5 I ZO 31 78 0 00 L/999 0 00 L/999 0�00 0.00 2fi % [3rg y 2 Vcrt It= 27 3 p Ilor R= �0 Oq� � 19.L0.21 2Y.22a23.2A 24a25,25 2,b.Z5c.25d,26a � 5 1 72 32 /3 0 00 L/999 0 00 L/999 0.00 0 00 7A 17 = ___-_-_-`=a-=-=_-_-_-____-_-_-`�_-_-= I - [so27.27a.27b.27c 28.29 75 40 41 A7 48.6ti. I 7 I 42 32 1� - - -- 0 0 (t141F25 ASCC Perp/L-t][UC 2A.00�[A51 I 00]�NM 1] I t5071a � II 1 A2 71 78 0 00 L/999 0 00 L/995 0 00 0 00 37 7. 23 PlF(� 0 0 to -27(� 1 5 L [y=J2 9][100%] +-_-_-_-____ ___-__ _-_-_ _._-_-�._._ - =t 9 I A9 l2 77 0 00 L/993 0 00 L/599 0 00 0 00 0 0 ll PLF( 0.0 to 11 @ I 5 �Y'35.9][ 0"�� 10 1 49 71 7fl -- -- 0 0 10 PLF C 0 0 to 10 @ 1 5 [y=26.7][ 02] �rg .'', 1 VerI.R= 7 7 y IIOr.R= 16 6p Brq g 2 Uert R- tl.8 ry' IIOr.R= -0 0�� " ^ [M41FR5 ASC! Perp/L ][OC 2A 00�[A51 1 00][NM lJ -8 PLF t+ 0 0 [0 8 c? 1 5 L [y=32.9][100°6] ll PLF(? 0 0 �o I1 @ 1 5 �y=35 9][ 0%] 10 PLF e9 0 0 to 10� 1 5 [y=26.7�[ OP;] �r9.p i Ver1.R= 12 7$IIOr.R= 5 8g 13rg ,y Z Vert 2= 7.8 y Ilor.lh -0 O�p \ �M4IfRS ASCI ner��/a+t��uc 2n oo��asi i oo7�xw i� � 29 PLF t� 0 0 to 29 h? 1 5 l [y=3't.9][100°G� i 11 I'LF� 0 0 [0 11� 1 5 [y=35.9][ D"/.] � io r�r aa o o io io� � s �y=�r, ��[ oi� 13rg $ 1 VerLR= 5.3;J IIOr.R= 20J# l3ry y 2 Vert.R= l5 I ,�IIOr.R= -O.Oi) � ^ � [MWFRS ASCE Perp/R+-][pL 2A.00�[ASI 1 00][NM 1� 14 PlF u9 0 0 lo IA� 1 5 L [y=J29][700°b� � I1 PLF t�a OA [0 11� 1 5 [y°35 9][ 0°6J � 10 Ptf aa 0 0 to 10� 1 5 [y=26 71 L �°=1 Orq$ 1 Verl.R= 10 4 rc IIOr.R= 5 9(j 13r9 T 2 Vert.N= 1 4 jj IIOr.R= -0.0# [M41FR5 A5CE Perp/2vt�(UCc2A.00�(ASI 1 00][NM 1J zs ri v r•a o a ro z9�� i s i �y�z 9��too e7 �i rir�•n o.o �o n� � s �y=35 9][ ox� s. to r�r r•� a o io to c i s �y=2r, »� o°c� 13rq;1 I VerL2- 5 3}IIar.R= 20.7�� 13rg p 2 Yer1.N- 15.1 �IIar.N= -0.0� [HWFRS ASCE Perp/R ][UC 2A.00][ASI 1.00][Nf1 1] 14 PLF C OA lo lA C 1 5 L [y=72.9][]007:] >> r�v c o o io >>c � s (y�as 9�[ ox] 10 PLF C 0.0 to 10 @ l 5 [y=Y6 7][ Ok] �rg m 1 VerL R= ]0 4 J�Ilor R= 9 9W 6r9 p,2 Yerl.R= 1 4 ;!IIOr.R= -0.0# / [I1ldFRS n10E Parl Ft][OCv2A OOj[ASI 1 00][IIM 1J�- ia rir c o o io -ta c t s i [ysa2.9�p oo�� 11 PLF @ 0 0 l0 11 C 1 5 [y=35 9][ 0%] io vir � o a ro io r? i s �y-ze i�� or� Org;� 7 VerLR= 10.3,y Ilor R� ]0 Og Brg jj 2 Ver1.R= 1.3;!Hor R= -O.OJ� [M'dFRS ASLE Narlt-][OC 2A 00�[ASI 1 00][NM61] i PLF C 0 0 ta 1 (� 1 5 L [y=32 9][100%] 11 PLF t. 0 0 [0 11 @ 1 5 [y=35 9][ OX] 10 PLF @ 0 0 [o ]0 @ 1 5 [y=26 7][ 0%] 13r9 $ 1 VerLR= 15 4 ;:IIOr.R= -O.Op Brg,i,.'2 Verl.R= l7 9,y IIOr.R= -0 Og [MWFRS ASCC Parl-t][UCs24 00][A51 1 00][fIM i] -;3 PLF h9 0 0 Lo -53 C� 1 5 L [Y'J2 9][100°C] 11 PLF C 0.0 to 11 C I 5 [y=35 9][ 0%] 10 PLF @ 0 0 [0 10 C 1 5 [y=26 7][ Oa] Brq ;1 I VerLR= 7.0;!IIor.R= 3D.6�k 9r9,L,. 2 Verf.R= -42 5�Ilor.R= -0 Og [MWFRS ASCC Parl ][OC 24 00][A51 1 00][11tq=1]'= 38 PLF� 0.0 ro -38 @ 1 5 L [y=329][100%] ll PLF� 0 0 to 11 @ 1 5 [y=35 9][ 0":] / I 10 PLF! 0 0 to 10 @ 1 5 [y°26 7][ 0°C] Org jr 1 Vcrt.li= 2 0,4,' Hor.R= L7.8;} Br9.p 2 VerLR= -25 9 q IIOr.N= -0.0# (hWF0.5 ASCC NrpU/LF-][OC 2A 00][ASI 1.00][NM 1] l0 PLF @ 0 0 lo ]0 C� 1 5 L [y=32 9][100°%] 34 PLF c? 0 0 [0 34 @ 1 5 [y=75 9)[ OZ] 30 PLF c�P 0 0 [0 30 C 1 5 [y=2fi 7][ 0°6] I Or9 ° I Ver L R° A0.3�IIOr.R= 7 Oq IUrg _' 2 Verl9Rz= 60_6 g IIOr.R°v_° 0 0� _°° I [MIlFRS ASCE PrIUF ][OC 24 00][A51 1 00][NH 1] 1 PLF @ 0 0 l0 1 C 1 5 L [y=32.9][100%] � 34 PLF C 0 0 Co 34 C 1 5 [y°35 9][ 0"6J 30 PLF cm 0.0 Lo 30 @ I 5 [y=26 7][ 0�] � Urg� 1 Verl R= 45.4 R IIOr.R= -0 8# \ �rg,5 2 Vert R= _"51 1 ,y Ilor'R "-'_0_O�f"'°'_ � [C8L ASLE Wind Il'fI(�C 24 oa��nsi t oo][Nn i7 116 PLF @ OA [0 116 @ I 5 L [y=72 9][100°;] 11 PL�F^ 0.0 l0 11 @ t i [y=75 9][ OYJ \ �o r�F� o a co io� i s �y=zc ��[ a^%� \ 13rg� 1 VerL2= 24 0�?Ilar.R6 83 4/� - Arg n 2 VerLR° 111.2,+'IIor.R= -0 0,� [C&C ASLE IJintl R[ +]�UC 24�00�[ASlvl 00][NM 1] ° " 116 VLF� 0 0 to 116� 1 5 L [y=32 9J[100°6� Il PLF l? 0 0 to ll� 1 5 [y=75 9][ 0$] 10 PLF l 0 0 [0 10 C 1 5 [y=Zfi 7][ 0%] Org.} 1 Vert.2= 2A 0'�Hor.R= 83.4,� � � TNIS �47G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBM[TTED BY TRUSS MFR (66-Zephyrhills Station �p2 -- ** - K1) Top chord 33TSC3 00 2 5x3 00-33-SSKSI Fasteners=14AMD Circles show the min no of blue 14AMD82 125 fasteners, squares Bot chord 33TSC3 00 2 5x3 00-33-55KSI show min no of red 14AMDR2 375 fasteners, and hexagons show min. no of black Webs 33Z1.Sx1 62 1 Sxl 62-33-40KSI WS 63W1 Sx3 5 1 5x3 50-63-45KSI. 14AMD2 625 fasteners per member See DWG TSO11 for tube web detatls and TSO11A f'or z-web detalls Speclal loads -------------------------------------------------- '" The maximum horizontal reactlon is 605� ** TC- From 0 plf at -1 41 to 39 plf at 0 00 TC- From 37 plf at 0 00 to 137 plf at 3 79 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, TC- From 35 plf at 3 79 to 35 plf at 4 08 RISK CAT iTT OR iV, FXP R, wind TC DL=5.0 psf, wlnd 6f. DL=5 0 psf. GC.pi(i-/-)=� lA BC- From 2 plf at 0 00 to 33 plf at 3 79 BC- From 0 plf at 3 79 to -38 plf at 4 08 I•lind loads and reactions based on MWFRS TC- 38 81 lb Conc Load at -1 41 BC- 204 00 lb Conc Load at 1.45 In lieu of rigid ceiling use purlins to brace BC @ 48" OC Left end vertical exposed to wlnd pressure Def9ection ineets L/180 See TS s[andard detall book for truss to truss connectlons Non-standard criCerla for flexible wall coverinys conneclions Lo be desiyned and approved by a Registered Uesiyn Professlonal. Right end vertical not exposed to wlnd pressure Deflection meets L/360 live and L/240 total load _ (H) Structural fascla attached. Fascia design and connection by others � R=0 U=0 W=3" Rh=606 RL=-82 1 1 �J 5 8 49 � 3-5-15 3- -5 1 1 R=671 U=88 W=3" � Rh=-606 RL=82 ��� � �H� 01 1 1 1 1 _ �1-5-0� `t�r\�itf►fll/ppP �4-1-7 Over ����o�s�n��t� °�`\�'��°��G��S°•��a�� � �.°��'� o �- F a"�'P:. 4 � No, 76845 4 � GALVANIZATION - G60 Design Crit: AISI 5100-2007/S2-10/� v o���(1.-r��"6�a�`�1 FL/-/4/1/-/R/- Scale = 5"/Ft. ^ **WARNING** reinxseinuiai irrannc,�e� IHfobI;ICn1I114. Hd111111111.. �IIIPI'IIIL, IHIINIIfII. � �e S.I.A.r� �r � �� TC LL 20.0 P$F REF R6384- 40666 /\ ANI)Bk4fINf,. UNLL55 nlll(Y,IIItC INUIi'a1L0, liii'CIIOY,U SII�LL Iln1f I'hnpENLY Aflni'llf�S7Y.U�.II1kP1 aI �Tn7�7� raiu�s uiu XUI1011 CIpiY.L'vn.i� n.v� ,rei���r.en.+n.�.ino eunu�ni inr. "�dd C7��e F p Q o� �,r TC D L 15.0 P S F DATE 03/28/14 t1Lr11V� si' �(` m ��f��� n° �o Z'RUS STEEL ��IMPORTANT** F„F:�,�.�� ,����Y�,� ,,,,s���,��,N,��,��� ��������,.��,:�,�„N�a�����H N�,���N�; .+,,� s a a �, � „ v �C��`�` BC DL 15.0 PSF DRW MOUSR6384 14087010 umicreoouniiiu�snai is�rnrr��n �>r�io,isurroei or �ruscnFnn�xsrosEUUCr1111f.Y.lIN6LCNfifIIS. �d�i� �ONAL ��e�e BC LL 0.0 PSF MO-ENG BWC�BWC hll �CSIGN, hIlAC11NfN1 AN� INSITLIaIION�iF ICIIFOY,�PY tIII�YIPMtIIEN7 6P.W:INfi, I�Y.CSI)I IiIEFaI �e��1�"ls�/�O/�O�A TOT.LD. 50.0 PSF SEQN 13601 FOP[ES AllU IIOL�iP.OSSES PLIIfIB SNdLL BC ruc n[srorisinnnr ur oinens. �TU euuoixo cmmm+eua�.auur 'U3 0 � ITWBulldingComponantsGroup��lIC. �Nf, SNALL N01 liE Y.E�Y�NSIALE FON LHY UF.VIFIIUN FI�011 71115�LSIf,N L�It IIANDLING, SIIIVPINf., INSIAIIINf, /.NU BY.ACIIIG Of IFIISSLS TII[III�IIICCP.'S 51'?L t�ll IIII�IIY.��IIIIIL RI'I'I 1(�I111LY i0 IIII Iif51f.N 1�( illf 11:115� Earth City,MO G3045 FLC0.4N0278 UEPIQEU IIEk[.im su�u i�ai e�kELIN UY011 in a�ir anirx w+r SPACING 24.�" JREF- 1V516384Z01 I �fA087010��(nuII�J[ALPItIE][AISI znoi ][K!]45175/� [Pagc i� [fCLI 20 OJ�fCI)L 15 0�[fiC�L 15.01[�CLL O.OI�ASI i.ao��ac za.o��rna i��saFFir 2 0� t (HJ 4h nd R Ck�[UC 2A 00�[ASI 1.00�[NM I� =_��=oe���n���== [z-�oc��¢eacc��sizel °a==° o i��F�3 i a �o zi c o o [y=16 5][10006� � �.���� ciil[ -r,oe����o 2s� [3 9a][ oll eoFi���o.2s� o ru � i n io ia� o o [r=tc.s�� o°� . zt rir� o.a io ��c �.s �y-ic.s��ioox� EnONts Hax! MaxC AXl 6tID }IIR CP,IP CSI CUM6 f,LC Len9[h,rade 13race 16 PLF h? 0 0 to 59 C 7.0 �y=1f 5�[ 0%� 0- 2 40 11 0.00 0.09 0 OI 0 00 0 Ia 56 1 21 78 3JTSL3.00 Diaph 2 PLf C 0 0 to 37 @ J.8 [y=A.JJ� 0':J 2 4 d4 I1 0 00 0 11 0 02 0.00 O.II 56 1 2.29 33fSC3.00 Uiaph 20 PLF @ 3 8 to 20 C 4 I �_r-16 5J[100PL] 4 6 I77 -44 0.02 0 11 0 02 0 00 0 17 58 1 19 03 73�SC3.00 Diaph 15 PLF C 3.8 l0 15 @ 4 1 [y=16 SJ[ 0°6] 6 8 381 A3 0 OA 0.06 0.07 0 00 0.09 56 I 2.12 73i5t3.00 Diaph 0 PLF @ 3 8 to 21 C 4 1 [y°4 3]�100"6� 8 70 5A5 98 0 07 0.07 0.03 0.00 0 11 AB I 37.33 73TSC3 00 Uiaph 0 PLF� 3.8 l0 17 @ A 1 [y=A 3j� 0°6J IO-14 1 3 0 00 0.00 0 00 0.00 0.00 SR I 2.76 33i5C1 00 Oiaph 20.9tf I.bs. � 1 A, 16 5 Angle=270 I 7 U -0 O.OD 0 00 0 00 0.00 0.00 58 I 0.81 J3TSC3.00 C A8" 17.83 LUS. @ I 4 76 5 Angle°270 3- 5 0 -0 0 00 0 00 0.00 0.00 0 01 56 l 15 22 33iSL3 00 @ 48' 102.00 Lbs.(� I 5, 4 3 Angle=270 5 7 33 156 0 02 0 04 0 07 0.00 0 O8 58 1 2 18 33i5C3.00 @ 48' 102 00 Lbs. @ t 5 4 3 Angle=270 I 7- 9 33 156 0.07 0 07 0 02 0.00 0 IO AB 1 25 97 33TSC3.00 @ 48' Brg q 1 Vert.R= 670 6,y IIOr.R= -605 6p I 9 19 64 -470 U.O6 0.07 0 06 0.00 0.13 AB 1 2 97 33iSC3 00 @ 48" �rg�2 Vert R= -0 0#�IOr.R= 605.6;} I 17 15 0 �0 0.00 0 00 U.00 0.00 0.00 5� 1 2.25 77iSC3.00 @ 48' _-_-_-_-_-_-_-�_-___-_-_-_-_-_-�-_-_____ 10-I1 79 -445 0.04 0 16 0 07 0.00 0.20 A6 I A 71 631J1.Sz3.5 -We� [HJ Wind Uplt([J[OC 2A.00][ASI 1 00][NM 1] I1-12 79 �AAS O.OA 0 16 0 02 0.00 0.20 AO i 29 44 63W1 Sx3 5 -Web 0 PLF C 1 4 [a -11 C 0.0 [y�16 5][100k] 12 17 226 9 0.02 0 10 0 07 0 A� 0 12 SB 1 7.11 63411 Sz3 5 -Web 0 PLf @ 1 n to 7@ 0.0 [y=16 5][ 0%� I 17 PLF @ 0.0 [o -6l @ 3.8 [y�16.5][100%] EnAP[s MaxT MazC A%L 6N� SNR CRIP CSI CONB GLC Length GraAe Brace 5 PLF @ 0 0 Lo 20 @ 7.tl [y=16 5][ 0%] I 2 7 2 0 0.00 0 00 0.00 0.00 0 00 AO 3 4 49 3321 Szl 62 2 PLF C 0.0 [o ]A C 3.8 (y=4.3][ 0%] I -0- 5 77 170 0 07 0 00 0 00 0.00 0 03 AB 1 lA 56 33Z1 Sxl 62 -16 PlF C 3 fl la 16 @ -0 1 �y°16 5][100°:] 6- 7 3A(, 0 0.06 0 00 0 00 0 00 0.06 A8 1 16.80 37Z1 5z1 62 5 PLF @ 3.8 [0 5 cm -0 1 �y=16 5]� 0'G] I 8 9 4'l. -402 0 09 0 00 0 00 0.00 0.09 AB 1 30.21 31Z1 5xl 62 0 PIF @ 3.II la 17 C� 4 1 (y=4 3��100°:� I 0 VLF(: 3.8 Lo -6 C J I [y=A 3�[ 07.� , NoOe % Loc Y-LOC tlef1Y(L) de(IY(T) dKL dzT MaxShear f,LC 16 51 LUS. � I 4 16 5 AngIe=270 0 1 41 9 AA 0.01 L/999 0.02 L/777 0 O1 0.02 32 1 7 3d Lbs C: 1 4 16 5 Ang1e=270 � 1 0 00 10 1Y 0 O1 L/997 0 O1 L/999 0 OU 0.00 0 0 Brg p 1 VerL R= 80.3 q IIar.R= 81 5!j � 2 0 07 10 d9 0 O1 L/999 0.01 L/999 0 00 0.00 58 1 13rg�2 Vert R= 0 0#Ilor.R= -81 5A i S 0 07 10.12 0.01 L/999 0 OI L/999 0 00 0 00 -2 3 =_-_-_-__�_-_-_ '-__-_�_-_-_-_-_'_�- -_-: A 0 'L1 10 GO 0 O1 L/999 0 01 L/999 0 00 0 00 -82 1 [MWFRS IIJ liind (L CkJ[OC 2A.00�(ASI 1 00��11N 1] I J4 I� 12 0 00 L/999 0 01 L/999 0 00 0.00 76 1 -0 NLF @ I 4 Co 17 G a.0 �y=16 S�fID0Y41 5 1 52 11 SY 0 00 L/999 0 UI L/999 0 00 0.00 26A 1 0 PLF C 1 A to 6 c? 0 0 �y=16.5]( 0.� ' 7 1 52 10 12 0 00 L/999 0 O1 L/999 0 00 0.00 2a7 1 ll PLF C 0 0 lo -61(� 7.tl [y=16 5][100t� tl I 65 11 62 0.00 L/999 0 O1 L/999 0 00 0.00 277 1 5 PLF @ 0 0 [0 20(: 3 8 [y=16 5][ 0°6� I 9 3 6A 10 12 0 00 L/399 0 0�L/999 0 00 0 00 22R 1 1 PLF� 0.0 l0 11(� J.8 �y=A.3][ -OR] 10 S 9d 17.22 0 00 L/999 0 00 L/539 0 00 0 00 A7tf 1 16 PLF C 3.fl ta 16 @ A 1 �y=16 5�[100`�.� I 11 7 57 12.83 ---- - - 478 1 5 PLF C 1 S to 5 C A 1 [y°16 5][ -0°6J � 12 3 97 10.3U '- - - - -- - 478 1 -U PLF l 3.8 l0 2 l 4 1 [y=A.1][]00`:� I 13 3 9J 10 12 0 00 LJ999 0 00 L/999 0 00 0.00 476 1 16 51 LUS @ -1 d, lfi 5 Angle=270 I 1�1 •I 17 17.35 0 00 L/??. 0 0a L/?'!. 0 00 O.OU 0 0 5 94 L6s l9 1 A 15 5 AngIC-Y70 I 15 A If 10 12 - -- 0 0 ll 71 L6s � I 5 A 3 Anqle=270 I 3A 00 LUS @ I 5, A 3 nngle�2/0 firg ;7 1 VerLR° 77 2 q IIOr.R= 69 S;i �rg g 2 VerLR= 0 U q Ilo� R- �69 5;r I ___.__'_-.a.`.'._.°-.'.'-- -_'_'_-_-_-_.- I �"'_"'_'_'_'_'_'_'_'__"_'_'_'_'__" _'_'__� ` � Randy l;Romac aAA Aetails I � 03 3a3U 19.20,21.1221a27.TAa25.Zi.2hb,2i� 1i0 � � [so27.27a.27U.27C 28.29 30.31.39 40 A1 FitS � � t5031a � lA A���,[{�fij�TP`FBS to � �*��t��4� �0 6�m��,P�� `4��� O � � 6 t �p ��� ll ♦ � Z � �J� :.� m� � \ � � ��� ��O D `�`� � n�`�L° °�.� --1 � �t FT1� . � � �r � a z0 n� �,a� � � � �o..�� � � �;��G�m Q Q b QO����b ld � ��� �� \�' o�°� ss���Ly � `te ° IT b `dB��J/ddtf6l�1�� a 6 A 2 17 � 1- z 5 1 -- - 9 - 13 15 ' 0 , THIS D61G PREPARE� FROM COMPUTER [NPUT (LOAOS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (66-Zephyrhills Station �2 -- ** - M2) Top chord 33TSC3 00 2 5x3.00-33-55KSI Fasteners=l4AMD Clrcles show the min no of blue 14AMD82 125 fasteners, squares Bot chord 33TSC3 00 2 5x3 00-33-55KSI shoo-� m1n no of red 14AMDR2 375 fasteners, and hexagons show min no. of black Webs 33Z1 5x1 62 1 5x1 62-33-40KSI 14AMD2.625 fasteners per member. See DWG TSO11A for z-web details. 149 mph wind, 15 00 ft mean hgt, ASCE 7-10. CIOSED bldg. Located anywhere in roof, RISK IJind loads and reactlons based on both MWFRS and C&C CAT III OR IV, EXP B, wind TC DL=5.0 psf, wlnd BC DL=5.0 psf GCpi(+�-)=0 18 R1ght end vertical not exposed to wlnd pressure Left end vertical exposed to wind pressure Deflection meets L/180 crlterla for flexlble wall coverings in 11eu of rigid ceiling use purllns to brace RC @ 4A" OC Bottom chord checked for 10 00 psf non-concurrent live load Deflection meets L/360 live and L/240 total load See TS standard detail book for truss to truss connections Non-standard conne.ctions to be deslgned and approved by a Registered Deslgn Professlonal O R=0 U=0 W=3" Rh=196 RL=156 12 � O 3- -5 2-11-2 � � �i � 7"4 �— � 1 1 R=307 U=115 W=3" Rh=-196 RL=169/-227 �6"7� � 2-8-1 Over 2 Supports� �°���,��W�rCq��'°lv �.``�,��c����'\C E N S�•,QO�'���� 4 � Na, 76£345 4 °. !� n � � ,�. � GALVANIZATION - G60 Design Crit• AISI S100-2007/S2-10/ � 3��6,.��1'�"ef�1�10 FL/-/4/1/-/R/- Scale =.75"/Ft. /� **WARNING** �PU]SCSNCOIIIRECYTAEIIECAP.CU+FJBRICl.TIN4. IIANOLIN4, SHIPP111G. IIISi4LLING OC�� TC LL 20.0 PSF REF R6384- 40667 / \ ANp 9k1f.�NG, IINLISS�fI1Fl!IIISI IIlOIf„11FI1 I01�f.NON�511{II IITVf FY.IIPEI'LY A71A�IIfO SiI;IIfIUkPI �'�• STATE: OF � �b �P� PRIlCLSANDtl011UllCllpl!OS114Llunvi4l'I!UPEPLYnn.+cx�oevuocrnwr,. '�'o��O��p� F P 00° �Lb TC DL 15.0 PSF DATE 03/28/14 **I MPORTANT*'" fON111511 1 Cnl'Y nf 71115 I�CSIf.N IJ IHC 11lSidll!•11aN ClNll'AC�i�F HPaCING ��J/'� p p O�IO 0f�^\�,��`� BC DL 15.� PSF DRW MOUSR6384 14087023 Z'RUS STEEL uu�icTeu��n nns n�sin�i is n�uv vnr. i�,rcrni surrnet nr rructi IIf118CP.S m R�nua uucvu�w�uir,rm. �>�d� �� ``v���`� B� LL �.� P$F MO-ENG BW� BW� nLL UCSIGII. FI7nCNNCNI PNO IN�IAII.�IION nf iC11PO4:sAt i11L YCPlIeIICNI BY.4i:ING. fD Y.CSI51 l}ICP?l � N A L��1 e�� / rowces�xo xmo rewies riunu, su,�u ec tu�aesronsiuwn uv anrzns im auuuini.eom•onuns�,wr,m� l������i1'U'�/2$/2014 TOT LD. 50.0 PSF SEQN- 13592 ITWBuildinp ComponantsGroup,lne. �xr. sxau��ni n[vcsvnxsinir rnx,nr ucvirnmri rxmi rx�s n[s��n ou IIeNf�LIBG, 51114YINf.. INS1Al11NG nxn an+nnr.ar �nu�s[�. an niruv[e•s s[n un nns ue�uiuc arruts omr m un ocsicx ur nn u:usc Ea�thCiry,M0G3045 $PACING 24.0" JREF- 1V516384Z01 FLCOA#0278 UEI'IC7CU IItMC�,uu sn,ni uui nt eniru imnu w+rn nn¢u x.v [(null)J�ALPI�IE][AISI 20W �[M2�45U5/� [Page l� 9rg �2 VerL R= 0.0�Ilor 2= 36.A� [�CLL 20 0][iC�L 15 0�[�LDL 15.0][ALLL 0 DJ[ASI I OOJ[UC 2d ��[IIM I��SUflll 7 0� _ ° ___�_-_-_ _._-_._-_ _ °._-_._.�- ____ �SfD.A0T0 L�ADJ���C 24 00�[ASI 1 00][11M IJ (MdFRS ASCE Parl ][OC 24 00][A51 1 OO��IIM 1] - -==_-[learinqs°°° [%-LOC][Reacl]�Size] ____° 70 PLF @ �OA [0 30(� 3.2 [y=16 7�[ Oo� 15 PLF(� 0 5 [0 19 @ ].2 L [y-13.7J[IOOX� [3.10�� 307][ 227h][0 25� �3 101I �I f 196h�[0 25� A PI f t? -0.0 lu d l 0 5 IY=� -;1 I 0°;� 25 PLf(�? 0 0 l0 25 f: 0 5 L LY=11 0�[1009.] 30 VLI(± 0 5 l0 30� l'1 [y=5 3�� 0%J lA PLf� -0 0 lo lA @ 0 5 �y=16 7�( OX] EndPts FIauT t1axC A%L Illlfl SIIR CRIP CSI CoM13 f,LC Lenglh f,raAe 6race 40 PL�em -0 0 Lo 401�4 1Y [y=16 7�[I00��� 14 Ptf l 0 5 lo lA@ 31 [y=I6JJ[ O:C] 0- 2 71 0 0.00 0 07 0.01 0.00 O.OI 5� 19 10 YY 33ISL3 00 o��,�n ISrq g I Yert R= 30fi 9 p IIOr.R= 155 9N 14 PLF @ 0 5 l0 14 4P 0 5 L [y°11 OJ[100Y] 2 A 111 0 0.01 O.YO 0.07 0 00 0.21 56 16 li d6 7Jf5C3.00�iaph Brg g Y Verl R- -0.0.�'', IIOr.R= 195 5ry 10 PLF @ 0 5 to l0(. 3.Y �y= 5.3J( 0Y.] 4- 6 198 0 0.01 0.20 0.03 0 00 0.21 50 16 26 91 33TSC3 00 Diapli =- _ =_____-_-_-___-_�_-_-_-_ _-_-_-= Drg.,y 1 Vert.R° 8.0 j�Ilor N= 76 6±� 6-10 0 -5 0.00 0.00 0.00 0.00 �1.00 SU 20 I 86 ]3�SC3.00 Diaph [fNC pass µ2j�UC 24 00][A51 1 00][17M 1� Brg y 2 Ver L R= 0 0 ry Ilor R� ]3 0(� I- 3 0 -0 0 00 0.00 0 00 0 00 0 00 SU 2 0.81 73f5L3.00 C 48" 30 PLF @ -0 D to 30 @ J.2 [y=16 7�[ 0°6] _-_-__-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ 3- 5 10 -9 0�0 0.06 0.02 a 00 0.0G 56 Z 27 94 J3�SC3.00 l d8' 4 PLF C -0 0 to 4 l 0.5 [y=5 7�� 0'6] [MWFRS ASLE Prpfl/U+][OC YA 00�[ASI 1.00�[NM 1] 5- 9 l57 -186 0 02 0 04 0.05 0 00 O.Ofi 58 16 2 02 73fSC3 00 @ 4II' 30 PLF C 0 5 to 30 @ 7.2 [y=5 7][ 0'L] 5 PLf� 0 5 l0 5@ 3.2 L [y°17 7�[IOUX] 9 11 0 U 0.00 0 00 0.00 0 00 0 00 56 2 1 31 73iSC3.00 @ 4if" 20 VLF C 0 5 Lo 20� 7.2 [y=5 7J[100%] 7A PLF� 0.0 to 34 @ 0 5 L [y=I1 OJ[100X] 6- 7 0 136 0.03 0.28 0.18 0.00 0.34 58 1 4 59 73L1 5x1 6 -WeU Orq � 7 Vert.ft= 232.1 d IIar.R= 139 Up 42 PLF @ -0.0 to 42 @ 0 5 [y°16 7�[ OS] 7- 8 0 136 0.03 0.28 0.05 0.00 0.31 A� 1 26.96 73ZI 5zl 6 -Web Or9 p 2 VerLlt= 0.0� Hor.R= 139.tl�} A2 PLF @ 0 5 [0 42 @ 3.2 [y=16 J][ OX] S- 9 196 -125 0.04 0.27 0.22 0 00 0.32 58 16 3.11 73Z1 5xl 6 -41eU �-_-- _-____._=.n=�.____-�.__._ _._.= 17 pLF @ 0 5 [0 17 C 0 5 L [y°11 0][lUOY] [MNFRS ASCE Perp/Li+][OC 24.00][ASI ] 00][NM i� 3a PLF @ 0 5 l0 70[� 7.2 [y= 5 3][ 0:� EndPts hfax� 19axC AXL 6Nf1 SIIR CRIP CSI CUI1I3 GLC Length GraUe Bracc h PLF @ 0 5 Lo 5 l? 3.2 L [y=13 ]�[lU0%� Orq +� 1 VerLR= 'tAtl.3,y Hor N= 19A 7;} 2 3 72 0 0.01 0 00 0.00 0.00 0.01 A� 2 4 71 3311 5x1 62 3A PLF @ 0 0 l0 7A C 0 5 L [y°]1 0�[100%] Brg �' 2 VerC.R= 0 0 q Ilor N= 156 2q A 5 219 -246 0.05 0 00 0 00 0 00 0 OS AB 1 2J.17 3]ZI Sxl 62 14 PLF C -0.0 [0 1�@ 0 5 [y=16 7�[ 0?.] _-_-_-_-_-_-_�_.-._-_._._._.�-_._._._._._-_-�-_ l4 PLf C 0 5 [o lA� 3 2 [y=16.7][ 0%] [FIWFRS ASCE PrpO/Lt-�[OC 2A 00][ASI 1 00�[NM 1� Hotle X-Loc Y-Loc tleflY(L) AefIY(i) daL dxT P1ax5hear f,LC l7 PLF @ 0 5 [o ll C 0.5 L [y=11 0�[100Y.j 17 PLF C 0 5 Lo U C 3.2 L [y=13.7][100%] 0 0 00 10.32 0.01 L/??? 0 02 L/?'!'! 0 Ol 0 A2 0 0 10 PLF C 0 5 [0 10 @ 3.2 [y=5 3][ 0%� 34 PLF C 0 0 [0 7A L 0.5 L [y=11 0][100X] I 0.53 10 53 0 O1 l/999 0 03 L/934 0 00 0.00 0 0 Brg� 1 VerL.R= 104 1 n ��or.lt= lOS.l,y 42 VLF @ -0 0 Lo 42 @ 0 5 [y=16.7�[ 0:6J 2 0 60 10 92 0 Ol L/999 0 03 L/927 0 01 0.03 83 16 Orq p 2 VerL R= 0.0 2 Hor ¢= 66.6;f 42 VLF @ 0 5 to 42 C 3.2 [y=16 J�[ OX] 7 �60 10 53 0 Ol L/999 0 03 LJ926 0 00 0.00 -65 2 =-_° __-_--_�_-_�_-_--_-_-_�__-_°-_-__= 29 PLF @ 0.5 fo 29 C 0 i L (y=ll 0�[I00"� 4 1 51 11.94 0.00 L/999 0 01 L/999 0 00 0 00 137 16 [MIdfNS ASCE Perp/L+ ��nC 24 00�[A51 7 OOJ[NI1 1] 30 PLf� 0 5 [0 70 C 3.2 �y= 5 3�[ 0':� 5 2.5J 10 53 0.00 L/999 0 00 LJ505 0 0� 0 00 187 16 �U Plf� 0 S l0 17 tg 3.Y L [y°13 7][100':] Or9 q 1 Verl R- 279 4 �Ilor R= -227 I� 6 3 ]0 ll 42 0 00 L/995 0.00 L/999 0 00 0.00 152 1 34 PLF ia 0 0 ro 3A @ 0 i L [y=11 0][100%] Br9 q'2 Verl H= �0 0 j,.'Ilor R= 152.8;' 7 3.10 l3 OA - - 15Y 1 IA PIF� 0.0 lo l4 Go 0 5 [y=15 71I �%1 =�_-'�_�_�°-_-_-'_-°�__-_�_�__-'-''-_-_-_�_ 8 J ]0 10 79 - - - 186 1G Id PLf(�? 0 h fo IA l9 3 2 �y=15 7�[ UX� [tAIJlRS ASCE PryO/L J[UC 2A 00�[A51 1 00�[HM 1] 9 3 10 10 53 0 00 L/999 0 00 L/995 0 00 0.00 19l I6 29 PLF cd 0 5 l0 29 @ 0.5 l [y=I1 0]�100%] 6 NLF� 0 5 l0 6@ 3 Y L [y=13.7�[I00%] 10 3.21 13 53 0 00 L/999 �00 L/999 0 00 0 00 0 0 10 NLF� 0 5 to 10 c? 1 2 [y=5 3�� Ox] 23 PLF� 0 0 to 23 C 0 5 L [y=11 0][100Y� 11 3.21 IO 53 - - 0 0 13rg y 1 Verl R= 135.2 x IIOr.N= 137 ;� 4Y PLf @ -0 0 l0 42 F? 0 i [y°16.7�[ 0'6J liry;1 Y Vert Ii= -0.0; IIOr.R= 63.2�� 42 VLF� 0 5 l0 42 l� 3.Y [y=16.7]� D:C] __-° = _°-'`-` °-'-_-_°-_ '°-'-_-` _°°-' Y9 PLF� 0 5 l0 29(: 0 5 L IY'11 0�[100:� [1f4ifN5 ASCE Perp/L �][OC 24.00�[ASl 1 00][IIM 1] 10 VLF C� 0 5 to 70 l 3.Y [y= 5.l�[ 0%] -5 PL�@ 0 5 lo -f,G? 3.2 L [y=13 7][100A] Brg H I Vert.R= 219.8,'{ Ilor li= -132 1� Y3 PI(� 0.0 l0 2J t4 0 5 L [y=11 OJ[l00`6� Brg p 2 VerLR= -0.0;� Ilor R= 717.5+� 14 PLI l -0 0 Lo 14� 0 5 [Y'16 71� 0;1 - °°__'.`_-.s =.°._.'.-- a.a°.a.s.= '=.a.n IA VLF @ 0 5 Co IJ @ 3.Z [y=16 7�[ Oo� [MWFRS ASCE PrIDt-][OC 2-0 00][ASI 1.00�[qM 1] U PI!l: 0.5 to 171; 0 5 L [y°Il 0](100"G] 1 PLF @ 0 5 l0 1@ 3'/_L [y=73J�[IOO:q io r�r n� o s �o w iw 3.2 Lr°s.�l[ 0"�1 s i�tr c� o n io s i, o s i �y�n o�f�oo�l nr� r i vcri a- an s „ uor.a- ia.2y a2 PiF� -o o ro n2� 0 5 �y-i5.��� o^y u�y y 2 Yerl a= o o; IIOr.R= 31 3�� nz ru r� 0 5 io n2�a a 2 �y-ie.i�� o:� ° -_ ° -° °°-_--_- _-_�_ °-__-_---_�- = ta ri.r c� a s io ta� o s t [y=n u���oasl �nYiras nsc[ PerpJl ��uc zn oo��nsi t oo�[rin t� 3a rtF c� o � ia so� a 2 [y=s.3�� 02] 5 PL�C 0 5 [0 6@ 3.2 L [y=17.7][IOOL] Org p I VerL R= 215.9;,k Hon R= -124 7+� 23 PLF C 0.0 ro -23� 0 5 L [y=11 0][1006] �rg �j 2 Ver L R° -0.0 q Ilor R° 130 Sp 1,1 Plf C -0 0 Co 14 @ 0 5 [y=16 7�L 0°io� ___ '_.`.__`.___.'.'._.'.___._._.`_` ___.'_ _ 14 VLh @ 0 5 l0 14 a9 l.2 [y=16 7)[ 0°:� [CRC�SCE Wind U �][OC 2-0 00�[ASI 1 OOJ[IIM l� 79 PII(�? 0 5 l0 29 l: 0 5 L [y°I1 0�(]00;6� 56 PLf l 0 5 lo -56 @ 3.0 L [y�13.5][IOOA� 10 YI_I (� 0 5 l0 10 F9 7 2 [y=5..1)� 0°4) -81 NLF� 0 0 [a -FSl C� 0 5 L [y-l1 OJ[100°6] 13rg '+, 1 Verl R= 75 5 ,�IIOr.R° -42 5�� -48 PLI"@ 3 0 l0 48 C 3 2 L [y°IJ.7J(100Y� 13rg F t Vert 2= -0 0;�Hor.R= 27 9;� 14 PLF @ -0 0 la IA C 0 5 [y=16.I][ OY] __ _ -_°_° _-_�=_°_-°-_°-`___-_-_` 14 PLf l 0.5 to 14 C 3.0 LY`76.7][ OX] �IIWFRS ASCE Perp/Nt+J[UC"L4 00][ASI 1 OOJ[Nhl 1] IA PLF� 3.0 to IJ C 3."t [y=16.7J[ OY] 2�PlF� 0 5 Io 27 2 7,2 L [y°11.7)[70[IY.] 73 Pl�(�? 0 5 [0 37 @ 0 5 L [y=ll 0][1007.� U PLI @ 0.0 lo I%p� 0.5 L [y=11 U�[100°6] 10 PLF aa OS to 10 C 3.2 �y=5.3]( O:J Id PL��f? 0 0 to 14� 0 5 [y=1G 7�� 0"6] 6rq ,y 1 VerLR= 11;4 �Ilor.lt= 159 A;�1, IA PLf C 0 5 to IA� l.2 [y=16 ]�� 0°6J �ry y 2 Vert.R= -0.0;'r Ilor.lt= 5 0� YO PLf hP 0 5 to -YO iw 0 5 L [y=11 0][100:61 =._--._._-_._.__._._._._._.___'_.__`_._._._._ 10 PLI � 0 5 l0 10�? 3.2 [y°5.7j� 0°6� [CnL ASLC 41ind R[-+�[OC 24 00][ASI 1 00][IIM I� 13rg.p 1 Vert R= 3.4 h IIOr.R= 36.A$ -AS PlF @ 0 A [o AS @ 0.2 L [y=10.7][100%] 9rg y 2 Vert R� 0 0;'.IIOr.R= 39 8�{ -5fi PLF @ 0 2 ta -56 @ 3.2 L [y=19 ]](100X] _ ____°-°-_-`�_-_-°-_-_-_-_-__-_-`_-_-_-= 14 PLF @ -0 A to 14 C 0.2 [y=16.7][ O3] [M�AFRS ASCE Perp/R��][UC 24 00][ASI 1 00][NM 1] 14 PLF @ 0 2 [a 14 @ 3 2 [y=16.7][ OY] 11 PLF C 0 5 to 17 l 1 2 L [y=17.7][]OOR] -52 PLF @ 0 5 to -52 @ 0.5 L [y=11 0][100'6] U PLF� 0 0 [o -U� 0 5 L [y=11 0][100X] 10 PLF @ 0 5 [0 10 @ 3.2 [ym 5 9][ OX] I•1 PLf c� -0.0 to lA @ 0.5 [y=16 7][ 0%] Br9 b 1 VerL R= 101.7�Hor.2= 1fi8.8'� 1J PLF� 0 5 to 14 l? 3.2 [y°16 7�[ OX] �r9,y 2 VerL R= -0.0$I{or N= 2A.9+� -tl Vlf ta 0 5 l0 8 au 0 5 L [y=ll 0�[100%1 _.' '_ ._._._'_._____.'._.'._.'__.___°._.`_ 10 PLf tw 0 5 l0 10 @ J.2 [y=S.J�� 0°6J [CRC ASCE f4ind LI ][OC 7d 00][ASI 1 00]�HM Ij 13rg C 1 Yert R= '34 5�IIOr.R= 4 Aµ dl Plf @ 0 5 [o -41 C 3 0 L [y°1�.5�[100%] �rg$� Z Ver[ R= 0.0,�IIOr.R= 36 7$ -8l PLF l? 0 0 ta -81 @ 0 5 L [y=Il 0][100i] -°-'-'-`'-°-__-'-`°_-°-__-`°-`--'-_-_= 33 PLf l 3 0 l0 33 l 3.2 L [y=]3.7][100Y� �MIdFNS ASCE Verp/R �][UC 2A 00�[A51 l OOj[tIM 1] ln PLF @ -0 0 [a I-0 C 0 5 [y-16 7J[ OX] 73 PLF @ 0 5 l0 23 @ 3.2 L [y=17 7][]00°6] lA PLF C 0.5 ta 14 @ 3 0 [y=16.7][ 0%J 17 PLf @ 0 0 [o P l 0 5 L [y°17 0][]004] lA PLf @ 3 A l0 14 C 3.2 [y=16 7][ OX] 14 PLf @ -0.0 to lA C 0 5 [y=16 7][ 0%] M18 PLF C 0.5 [o AS C 0'S L [y°I1 OJ�100:4] 14 PLf @ 0 5 to IA @ 3 2 [y=16 7�[ 0°i.j 10 PLF @ 0 5 [0 10 @ 3 2 [y°5.3][ OX] 20 PLf C �5 l0 20 C 0 5 L [y=11 0][7009:] Brq ,!{ i VerLR= 77 5;� Ilor R= 130.0+� 10 PLF @ 0 5 to 10 C 3 2 [y=5 3�[ 0"bJ Brg #2 Vert.R= 0 0,�' Ilor R= 0 9{! Ar9 � 1 Ver1.N= 7.A �IIOr.R= 36 U� _._._._._._.°.`._._._._____._.'._.'.'.___.__'_' Org � 2 Vert.R= 0 0,� IIOr.R= 79 II� [C&C ASCE 41ind Rt- ][OC 24 00]�'A51 1 00][I!M 1] °-° °__-_-°--__-_-_-_-_-_-_-_-_-_-_�_-_�_-_ -33 PLF cm 0 0 l0 73 @ O.Y L [y=10 7][100:41 (tliiF125 ASLE Perp/R ][OL 24 00][A51 1 00�[NM 1] dl PLF� 0.2 lo -41 @ 3 2 L [y=13.7][100Y� ll PLF C 0 5 to 11 @ 3 2 L [y=11 7][100%] 14 PLf C -0.0 to lA @ 0.2 [y=16.7][ OS� 17 PLF C 0 0 l0 17 @ 0.5 L [y°11 0][100�] 14 PLF F9 0.2 lo lA(� 3.Y [y=i6 J�[ 05] lA PLF @ �0 0 [o lA C 0.5 [y=16 7][ 0%] -37 PLF C 0 5 Lo 77 l 0 5 L [y°11 0][IUOEJ , !4 PLF C 0 5 [0 14 c? 3.2 [y=16 7][ 0 a) l� PLF @ 0 5 [0 10 @ 3.2 [y� ;3J[ �%J 8 Plf l? 0 5 to -8 @ 0.5 L [y=11 0][100A] Brg �! 1 Ver L R= -55.6 p°Ilor 2= 111 6� 10 PLF C 0 5 to ]0 @ 3.2 [y=5 3][ 0°6] 6rg q 2 Verl R= -0 0;�Nor R= 30.7� 6r9:N I Ver L 2= 34 5 p Hor.R= 4 4;� _.'-_-_-_._._-__.`` ` _.''."=-a-``'-a-a.a " 13rq y 'L Vert R= 0 0�IIOr.R= 36.7,y - � - m - _ - [I1NfRS ASCE Parl+�][OC 2A 00][ASI 1 00][f!M 1� � I1 PLF @ 0 5 to -Il cP 72 L [y=13J][100%J i 5 PLF C� 0 0 to -5� 0.5 L [y=71 0][100%] lA PLF� -0.0 to 14 @ 0.5 [y=15 7)[ OY] � lA PLF C 0 5 to 14 @ 7.2 [y=16 7][ 0%] � 26 PLF� 0 5 to Z6 @ 0 5 L [y-il 0�[100%� 10 PLf(_ 0 5 [0 10 @ 7.2 [y=5 l�[ 0°6� lir9 u I Yert R= 40.G#IIOr.N= 2.7ff i �ry j! Z Yeri_R_'_"'0_0,�Hor'R'__"44 3p'="'_ � [M�JFHS ASCE Narl+-�[OC 2d UOJ[ASI 1 00][NM 1] 1 PLF e? 0 5 to I G 3 2 l [y°13 IJ[]00`6� i s v�r c o o co -s c�? o.s� �y=>> o�[�oo:c7 �a r�F� -a o �o ia c: o s [y=ie��� ox7 � Id VL�@ 0 5 l0 14 @ 3.2 [y=16 7][ 0°6] ' \ . IJ Plf� 0 5 to L1 C 0 S L �y=11 0](100°6] IO Ptf c9 0 5 to 10� 3.1 [y=5 3J[ �oJ ; Ury� 1 verLN= 71 7,'•:Ilor R= 35 l„ \ ! liry,i,.� L Ver[ Rc c-0 0;', IIos.R_°_'40.9;E___ _ I [M41FRS ASCE Parl tJ[OC 24 OOJ[A51 I 00][NM lJ _ . -- i 71 PLf C 0 5 l0 3l C 3.2 L [y=13.7�[100P4] ~\ � 25 PLf��? 0 0 l0 25 C O.i L [y=11 0][100'e] � ia Pir� -o o co ia c o s [y=is ��[ ox� '� 14 PLf C 0 5 [o IA cd 7 2 [Y'16.7J[ OXJ \ re r�r� o s co ze� o s � �y-ii o��ioo^c� io P�r e o ti co io c: a z �y- s 3�� o°c� ° Nrg.;� 1 Vert.N� 23.1 ,j' IIOr.R= 69 0$ � ' THIS D41G PREPARED FP.OM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TR�55 MFR (66-Zephyrhills Station �f2 -- ** - M1) Top chord 33TSC3 00 2 5x3 00-33-55KSI Fasteners=l4AMD Circles show the min no of blue 14AMDB2 125 fasteners, squares Bot chord 33TSC3 00 2 Sx3 00-33-55KSI show m1n no of red 14AMDR2 375 fasteners, and hexagons show min no of black Webs 33Z1 Sxl 62 1 5x1 62-33-40KSI 14AMD2 625 fasteners per member See DWG TSO11A for z-web details Spectal loads �* The maximum horizontal reactlon 1s 293� ** -------------------------------------------—----- TC- Fr•om 70 plf at -1 00 to 70 plf at 3 00 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere 1n roof, . BC- From 4 plf at -1 00 to 4 plf at 0 00 RISK CAT III OR IV, EXP B, wind TC DL=S 0 psf, wind BC DL=5 0 psf GCpi(+�-)=0.18 �C- From 30 plf at 0 00 to 30 plf at 3 00 TC- 22 00 lb Conc Load at -1 00 Right end vertical not exposed to wlnd pressure Wind loads and reactions based on both MWFRS and C&C In lieu of rigld ceiling use purlins to brace BC � 48" OC Left end vertical exposed to wind pressure �eflection meets L/]80 �ottom chord checked for 10 00 psf non-concurrent live load crtteria for flexlble wall coverings. � Ueflectlon meeLs L/360 llve and L/240 Lotal load (H) Structural fascla attached Fascla design and connection by others See TS standard detatl book for truss to truss connections Non-standard connections to be designed and approved by a Registered Deslgn Professlonal � R=0 U=0 W-3" Rh=293 RL=221/-54 � 12 � 3- -0 3- -4 � —� R=396 U=159 W=3" ���4 �H� Rh=-293 RL=274/-313 � Q1 l 1 �]-0-� I ����� ,�`q�,�1�W►rC���'PP'< q\v ��. a ��o , � po `�,����w��GENs�,•�0�,�,�. � � No, 76f345 � � GALVANIZATION - G60 Design Crit: AISI S100-2007/S2-lOw ���(��o � l�':18 FL/-/4/1/-/R/- Scale =.5"/Ft. **WARNING** �r.usscser.euixctrTeen�cnn� ill(pNY.ICbTI11G. HANDIIIIf., yl11PPII1G. Ip5�cILIN4 6, e -' TC LL 20.0 PSF REF R6384- 40668 /\^ YA [ AN�AkACINL. IINLE55 f17NEk1115[ INOII,�IEfI i01'CH�kD SNALI HaVC PY.pYEkLY?f1nCHC�STkI1�.iIlNAL ��0 rAT{.. O� A /�.� TC DL 15.� PSF DATE 03/28/14 PANELS Tllp N0�70H CII�I±�Sllull IIAVf t I'I'.OPFPIY?iIACIICO N.Il.lfi CC11111�. oy O O ��� �PI� **IMPORTANT** F�k�,�},�a����Y�,� f1115 DESIfN ��� �„� ,��5�,,«F�„�N���,�Ra<<�R ��,,�.�N� �'�r����Q �Q(.Z�C}�;o•�C��'° BC DL 15.0 PSF DRW MOUSR6384 iaoe�oii 'TRUS STEEL o�eic�e�uu ruis u�si�a� �s n�+iv rnr i:rrva�sm�rcei o� icuss uun{rei ri�n��ucr uu�vium icrmiu�. `�A�� �� �n e • a a �CS'VO�' BC LL O.O PSF MO-ENG BWC�BWC FOftCESSAIIGIiOLOTiRV5SCS1'LI1tA.IN51wLL�8CniIICFACSPOfISIBILIiI�i1(if'JiII�pNT BTFrBUILf1I1LCUl1`0lEIi5ELRUl11' ��dir, O��� ���,e TOT.LD 5�.� PJI SEQN 3290 REU ITWBuildin8 Components Group,Ina �xc sxnu xnr ec xesvnxsie�e rnr+nur uev[anux rxon nns nrsirN nr�HqNDLIIlG. SNIYPINf, INSIALLINii ������J�/�8/2014 ANU BRACING Of iRUS5C5. AIl fllf.I11EEP,'S SCAL OH iIIIS UkAtiII1G FI'PLICS ONLY 70 illf.UCSIGII Uf illC ikUSS EarthCiry,M0G3045 SPACING 24.0" JREF- 1V516384Z01 FLC0.4#0278 UCYICTEU IICkC nnu snaii Nar nc etticu urnu iu.xv om[e u�,r �{nuii���n�ri�i[�fnis� 200� �[M1J66/� �Page i� ery „ 2 verc u- o o k imr a= iu.t� [ru� to o��rco� is.ol[ncu� ts o�[ur.i� o.a�[nsi i ao](nc 2n o�po-� ���sorFir z.ol °_° • _-_-_ --___-_-__°-°-__-_-_-_-_-_ �STD.AOTO.L�1A0][UC 24 OOJ[ASI � oo��rin i� �n4iras nsc[ rari ��oc zn oo��nsi 1 00�[IIM 1] " °^°°6earings°°° [%�LOC][F.eacl�[Size� ____= 70 PLF @ 1 0[0 70 @ 3.0 [y=71 5)[ 57°4J 15 PLF C� 0.0 lo -19 C 3 0 L [y=13 5][100Y] [Zti9�[ 795�[ 313h��0.251 f Z.a91f ��� Y97h�[0 Y5� A PLF @ 1.0 to A C 0.0 �y=2 3�[ 0°.] Y5 Plf @ 1 0 to 25(? 0 0 L [y=10.6][100%] 30 PLF C 0 0 to 30 C 3.0 [y=2 3][ 0`6J In VLF @ 1 0 lo lA @ 0 0 [y°16.5J[ OXJ EndPts Ifuxf MaxC A%L BNf/ SHR CItIP C51 Ci�hIB GLC leny[h Gratle firace 22 00 Lbs � 1.0 IG 6 AngIe=270 14 PLf C 0 D to lA� 3 A [y=16.6][ OX] D- "L 71 20 0 OU 0 10 0 03 0 00 0 10 S[1 19 10.1'[ l"315C3.00�iaph [irg�' 1 VerLlh 396 0 g IIOr.R= 292 9� 14 N�F @ 0 0 lo lA @ 0 0 L [y=10.h][100Y) Y 4 175 -30 0.00 0 46 0 OS 0 00 O.A6 5� 19 21 32 1315[3 00�iaph erg.'� 2 Vert R= -0 U p IIOr.R= 292.9p IU PLF C� 0 0 to 10 a? 3 0 [y=A.3][ OXJ d 6 224 d3 0.01 O.A6 0.05 0 00 0.4G SA 19 26 59 73ISL3.00 Diaph =-_-_-_-_-_-_-_-_�_-_-_-_-_-_-_-_-_-_-_�_-_�_-= 6rg ,y I VerC.R= 4 U�'IIOr.R= 61.3,", 6�10 2 5 0.00 0.00 0 00 D 00 0 00 SB 19 1 86 73TSC3 00 Uiaph [FeC pass p2][OC 2A 00][ASI 1 00�[I1M 1] �r9 y!2 Ver L R= -0 0°, Hor.R= Y6 7a 1 "! 0 �0 0.00 0 00 �00 0 00 0 UO Sfi 2 0 81 .17lSC7.00 @ A8' 30 PLF @ 1 0 to 30 C� 3.0 [y=16 6�[ 0°C] _.__._._-_�_.�_.__.__._._-�._._-.___._._ 3 5 l3 9 0.00 a OS 0 02 0 00 0 Otl SO 2 71 87 171SC3.00 c�4II' 4 PLF @ -1 0 to 4 C 0.0 [y=A 3][ 0':� [M'vif2S ASCE Vrpll/lt��[OC 2A 00][ASI 1 00�[FlM 1� 5 9 247 -262 0.03 0.07 0.08 0 00 0.11 5� 16 2 00 73�SC3.00 C�A8' 20 PLF @ 0 0 Co 20 @ 3.0 [y=4 3][100%] 5 PLF @ 0 0 [0 5� ].0 L [y=17.6][100X] 9-11 0 0 0.00 0.00 0.00 0 0� 0 00 5� 2 1 31 73lSC7.00 @ AII' 30 PLF @ 0 0 Lo 30 C 3.0 [y=4 7][ 0%] 34�PLF @ 1 0 [0 3A @ 0 0 L [y°]0.6][100X] 6 7 28 I07 0 02 0 44 0.28 0 00 0 52 SU 1 A 59]3Z1 5sl 6 -WeU Brg q I Vert.R- 274 0�IIOr.R= P4 ;;� 42 PLF C 1 0 l0 42 C 0 0 [y=16 6][ 0%] 7 8 28 107 0.02 0.4d 0.07 0 00 0 A6 AB 1 70 80 3]Z1 5%1 6 -IJeb Org;x' 2 VefL.R= 0 0�{Nor.R= 114 5� A2 PLf @ 0.0 to A2 @ ]0 [y=16 6J[ OY] 8- 9 330 256 0 06 0.33 0.31 0 00 0.46 SB 16 ].11 33LL Szl 6 �41eb =-_-_-_-_-_-_-_-_-=-=-s-=-=-_-� __ ___ _-_-= 17 PLF� 0 0 l0 11 l 0 0 L [y=10.6][100%] [MWFRS ASCE Pcrp/L�+�[OC 2A.00]�A51 1 00�[NM 1] 30 PLF� 0 0 l0 70 @ J 0 [y=A 3J[ OX� EnAV1s Maxl t1axC A%L RNU SBN CRIP CSI COMB GLC Lenq[h f,raAe �rate 5 PLF @ 0 0 [0 5@ 3.0 L [y=13.6��1002] Brg ;� I Uer L N= 309 5 q Hor.R= 277 Ory Y ] 64 J 0.00 0.01 0 02 0 00 0.02 SB 2 A 71 73Z1 5zl 62 3A PLF @-1 0 ta J4 C� 0.0 L [y=]0.6�[100X] Br9 j�2 Vert.N= 0.0,y IIOr.R= 220.7j! 4- 5 792 79fi 0 08 0 00 0.00 0 00 0 US AO 1 25.96 7J2L 5zl 62 lA PLF @ 1 A Lo lA @ 0.0 [y=16 6][ 0%� _-_-_-_-_-_�_.__._-_._-__=a.=.=.=-=.a.=__ 14 PLF @ 0 0 [0 14 @ 7.0 [y=16 6][ 0°6] �M41FR5 ASCE PrpU/Lt-�[OC 24 00][ASI L�0][NM 1] Node %-LOC Y-Loc c1eflY(L) 4efIY(T) dxL Aui t4azShear fLC 17 PLF l 0.0 lo l7 C 0.0 L [y=10.6�[100k] 17 PLf @ 0 0 [o l7 @ 7.0 l [y=13.6][100Y] 0 1 00 9 44 0 O4 L/703 0 09 L/129 0 OA 0.09 16 1 10 PLF @ U A l0 10 C� J.0 [y=A 3][ 0%] 34 PLF @ I 0 l0 3A C 0 0 L [y=10.6][100X] 1 0 00 10 12 0 04 L/799 0 10 L/745 0 00 0 O1 0 0 Nr9.;� 1 VerC.R= 136.3,y Ilar R= 161 5;� 42 PLF� 1 0 lo A2 C 0.0 [y=l6 6�[ OX] 2 0 07 10 51 0 Od L/796 0 10 L/J44 0 0� 0 09 l2� lF, �rq.,y 2 Vert R= 0 0 m Ilor R= 105 2q 4L PLf @ 0 0 to 42 l 7 0 [y=16 6][ 0°6] 3 0 07 10 12 0 04 L/795 0 10 L/7d3 0 00 0 Ol -80 2 °-'°°-'-`-°-°°-`_--'°-_-__-°__ _-°' 79 PLF C� 0 0 l0 29 C 0.0 L [Y=10.6][1003] 4 1 32 I1 76 0 01 L/999 0 02 L/999 0 UO 0.00 Y02 19 [MHFItS ASCE Perp/Lt-][UC 2A.00][ASI 1 UO��NH 1] 30 PLf l? U 0 to 30 @ 3 0 [yn 4 3J[ OY� 5 2 /2 10 12 0 00 L/593 0 01 L/253 0 00 0 Ol 722 16 l7 PLF C 0.0 [0 17� !.0 L [y=l3 6]�100%] Brq q 1 Ver[.2= 3A7 5 p IIOr.R= -313.4�' 6 7.if9 U.33 0 00 L/999 0 00 L/999 0 00 0.00 234 l 34 PLF @-1 0 to JA C� 0.0 L [y°10.6J[l00%] Br9 q Y Ver LIt= -0 0�Ilor R= 2U.3� 7 2.09 l2 95 - 27A l 1� PLF C� l 0 [o l�� 0.0 [y=16 61I 0%1 =-° _ __'-__-_�_-_ __-_"_-_-___-_-_-_-_ 8 '1.fl9 10.38 - 267. 16 lA PLF C 0.0 [o lA C 7.0 [y=16 5J[ 0;] [M111RS ASCE PrpD/L J[OC 24 OOj[ASI 1.D0][NM 1J 9 2.09 10 12 0 00 L/999 0 00 I/599 0 00 0 O1 3'27 16 29 PLF C� 0 0 [0 29 C 0 0 L [y=10 5�[100°:] E PLf l; 0 0 to 6@ J 0 L [y=13.6][100%] 10 3 00 13 4A 0 00 LJ999 0 00 L/I7a �00 0.00 0 0 10 PLF @ 0 A ta 10 C 7.0 [y=4 3�[ 0Y] 23 PLf C� I 0 l0 23 t? 0 0 L [y=10.6J[IOOY] II 3 00 10 1? - - - 0 0 tlrg;� I Ver L R= 171 3,y Ilor R= 197 8,y AL Plf @ 1 0 lo �12 @ 0 0 [y°16 6J[ 0%J �rg ',Y VerL.R= �0.0 q Hor.R= 10] 8,y AZ PlF C 0 0 to A2 t? J.0 [y=16 6�[ OA� `-__-_-_-_-_-_-_-_-_-_'°-_-_-.° _-'-° = 29 PLf @ 0 0 l0 29 C 0 0 L [Y'10.6�[100XJ �MWfRS ASCC Perp/L-t�[OC 24 00][A51 1 00][HN 1] 30 PLF l�� 0 0 l0 30 l J 0 [y=A 7][ ORJ 5 PLF @ 0 0 to -6 @ l.0 L [y=13 6j�100ZJ �rq ,� 1 VerL.R= 254 d j'IIOr.R= 145.2/! 27 PLf l 1 0 ta Y3 C 0.0 L [y=10 6�(l00%] Br9 j�2 UrrL N= 0.0,5,'IIOr.R= 133.3,y in r�F c i.a co in� o.o �r=�e sl[ orl °° °°.°°__ _ __ -° __°.°-°-°°°°°° lA PLF @ 0.0 [0 14 @ 7.0 [y=16 5�[ 0'X� �hlllfRS ASLE Prl�� �[OC 2A 00][ASI 1 00][NM 1] l7 PLF� 0 0 ta 17 @ 0.0 L [y=10 6�(100%� I PLF @ 0 0 ta 1 L 3 0 L [y=17.6][100�] to v�r� o o io io�. �.o �y-.� a�� n°:� s rir c i o io ��c� o.o� �yaio.c��ioo.c� erq g � verc.e- ne.s,s uor e- r,e� az r�r c? � o io •�z� o.o �y=ta el[ a�l l3rg ,y 2 VerL.R= -0.0 it IIor.R= 27 L;{ d'1 PLF @ 0 0 to AZ(� 3.0 [y=16 5][ 0°C] °-°-° `-°' `____-_'-_ _° ° °°°__= 14 PLI l 0 0 ta Id @ 0.0 L LY=10.6][100:G} [MWFRS hSLE Verp/L -�(OC 2A.00][ASI I 00][f!M 1J 10 PLF @ U 0 [o l0 l 3 0 [y° 4 3][ OXJ G PLF @ 0 0 to 5@ 3.0 L [y=13 6][l00%] Brg $ I Ver L R= 257.2,'j Hor.R= 157 7$ 23 PLF @-1 0 to 23 C 0.0 L [ya10.6�[100F] �rg y 2 Uert.R= 0 0', Ilor R= 165 6;� 14 PLF C�-1 0 to 14 C� 0 0 [y=16.61I Ow•1 _._._._._.`._._._._._._._.`.°._.'.'._.'_` _._._ lA PLF C 0 0 [0 14 C� J.0 [y-16 5][ 0°6] [CRL ASLE IdinA L[ F�[l1C 24 00)[ASI 1 00][IIM 1] 29 PLF C� 0 0 l0 29 G 0 0 L [y=10 h�[100%] -55 PLF GP 0 0 lo -55 l 2 0 L [y=12.6][100:6] io r�v c o o co io� a.o �y-� a7� ox� ei vir � i o io ai� o o� �y=to.a]�ioa•s� Rrg.p 1 VerLR= Ol 3�Ilor R= -29 7# -56 PLF @ 2 0 lo �56� l 0 L [y=17.6][100°G] 6r9.n 2 Verl.R= -0 0 p Har R= "L3 Sg 14 PLF� -1 0 l0 14 l 0 0 [y=16 6�[ 0'6] `°-'---_-° _-°_'_____-°____°°-°-° 14 PLF� 0 0 [0 14� 2 0 [y=1fi.6�[ 0°G] [IIHFRS ASCE Perp/Rt+�[pL 24.00][ASI 1 00�[NH 1] 14 PLf C 2 0 lo lA @ 7 0 [y=16 6][ OX] 23 PLF� 0 0 to 23 C 3.0 L [y°13 6)[1002� 33 Plf L 0 0 l0 71 l: 0 0 L [y°10 6][100X] 17 PIF c: 1 0 [o L7� 0 0 L [y-10.5��100°:] IU PLf <A 0 0 [o IO l S 0 (y=4 J]� 0'L� 14 PLF C� 1 0 Lo lA� 0.0 [y=16 f,J� 0'.K� Or9 5 1 Vcrt.R= 158.6"IIOr.R= 274.2y lA PLF @ 0 0 lo lA @ 7.0 [y=15 6][ 0°:� Brq ;� 2 VerLN= 0.0,i, IIOr.R= A2 Ip -20 PLF C 0 0 [0 20 C 0 0 L [y=10 6��100"C] -'_ -'__'_'_'-'_'-'--'_'_'_'_'_"""'_'_'__ 10 PLF @ 0 0 to 10 C� 3.0 [y=4 3�[ 0%� �CRC ASCC 4h nU Nl-�J[OG 24 00][ASI l 00�[IIM l� Lirg p 1 Yer[.R= 2 4 y IIar.R= 5"L.2� -56 PLf� 1 0 to -h6 @ 0.0 L [y°10.6][100X] Brg.g 2 Vert.R= 0.0,y IIOr.R= 39.9;� -55 PLF @ 0 0 to -56 @ 7 0 L [y=17.6][100°4] _._.___._._._____._..___._.__.`.___.'._'__ lA PlF @ 1 0 to lA C� 0 0 LY=16 6][ OL] (MWFRS ASCE Perp/R+-][OC 24.00][A51 1 00][NM 1) 14 PLF @ 0 0 lo ld C 7.0 [y=lfi 6j[ OX] Il PLF @ 0.0 to ll @ 3.0 l [y°13 6][100°�,� -f,4 PLF @ 0 0 [o -hd @ 0 0 L [y=10.6][100%] 17 PLF C -1 0 to ll C 0 0 L [y=10.6][100%� l0 PLF C 0 0 to 10 C� l.0 [y=4 3�[ OX] lA PLF @ 1.0 [o lA @ 0 0 [ya16 6][ 0�] 6ry j� 1 Vert.R= 137.3,'Y, Nor.R= 251.9@ 14 PLF C 0.0 to 14 @ J.0 [y=16.6][ 0°6] Brq.ry 2 Ver[ H= 0 0 p Hor.R= 6.9@ -tl PLF C �0 to -8 @ 0 0 L IY'70 6][100,w,1 --_.-__.____.____._._._.`__._._.`._._.' to r�v c o o io io c a.o �y-n 3�� o°c� �cx�nsc[iiinn u ��uc za oo��nsi � oo��rira t� Brg.g 1 Yerl R= 37 J �I1or.R- 15 9{j 41 PLf @ 0 0 lo -4I @ 2 0 L (y=12.6](IOOS] �ry�,2 Ver[ R= 0 0'�IIOr.R= 36.Sp -81 VLF C 1 0 Lo -el @ 0 0 L [y°10.6�[100X] _.'._._.°._.__'.____°.'.'_.'_�-__°`` _-- ql PLI @ 2 0 Co AI @ 1.0 L IY=13.6][100:C] [M4IFR5 ASCE Perp/R t�[p�24 00�[ASI 1 00][NM iJ 1-0 VLF @ 1 0 Co 14 @ 0.0 [y=1fi.GJ[ OX] 23 PLF @ 0.0 [0 23 4? 3.0 L [y°17.6][100°;] i-0 PLF @ 0 0 lo ld @ 2.0 [y=16 6�[ 0°6] -17 PLF @ 1.0 [o I7 C 0 0 l [y°10 6�[100:� 14 PLF C. 2.0 to IA @ 7 0 [y°16.6�[ OY] in r�v c-i o co in c o.o �y=�e.e�� ox� ie v�r c o.o io na c� o.o � �y-io.c��iooe] lA PLF @ 0 0 [0 14 @ 3A [y=16 6][ 0%] 10 PLF @ 0 0 to 10 C 3 0 [y=A.3][ OZJ -20 PLF C 0 0 to 20 @ 0.0 L [y=10 5][100RJ 6rg.g 1 Vert R= 115 0,q Hor.N= 229 9$ 10 PLF C 0 0 [0 10� 3 0 [y=4.3][ 0%) Urg :7 2 Vert R= 0 0� Nor 2= -46.2� 13rg,�' 1 YerC.R= 2 A j�IIOr.R= 52 2q =----_�_-__-'-_-_-_-`-__-_-_-°-_-°-'-'-_-_ �rg.� 2 VerL R= 0 0� IIOr.R= 79 9N [CSC ASCE Wind Rt ��OC 24 00][A51 1 OOJ[NH 1] __°-°_°-°____ _____°_° °°° a� PLF @ 1 0 io ai c: o o� [r°�o e�poo:� [MWfRS ASCE Verp/R- J[OC 24.00][ASI 1 00][tIM 1� Al PLF C� 0.0 to A1� 3 0 L [y�13 fi][IOOY] I I1 PLF @ 0 0 lo ll l 3.0 L [y=13 6][100X] lA PLF C� -I 0 to 14� 0 0 [y=16.6][ OX� � l7 PLF� 1 0 [o U C 0.0 L [y=10 fi]�100'6� IA PLf C 0 0 to ld C 7 0 [y°16 6][ Ot] I Id PLF C� 1 0 [o lA C 0 0 [y=l6 5][ 0%] -50 VLF� 0 0 [o -50 C 0 0 L [y°10.6][100'6] ld PLF @ 0 0 [0 14 C J.0 [y°16 6][ OY] 10 PLF C O.0 [a 10 @ 3 0 [y=A 3][ 0:6] � -B PLF C 0 0 [o -8 @ 0.0 L [y=10 6][100°G� Brg ,+� I VerL R= -75 9;Ilor.R° U2.0$ I 10 PLF @ 0 0 to 10 C 3.0 [y=4 3][ 0�� Br9 y 2 Ver[.R= 0.0?Hor.R= 9 9(J I f3rg g 1 Vert R= 37 A g Hor.lt= 15.9,'.� `-_'-` `-`-`___ _ _'_�_�`-`_-_-`-_-_°-= I lirg.a 2 Vert R= 0 0 i;IIOr.R= 36.5;� �Mi!fRS S�U.AUIO LUAU�[�l'2A 00�[ASI 1 00][11P1 1) i °-°-°-°-'-°`-°'-__-° _`_-__-__-_-_ _-_-= 11 VLF� I 0 l0 31 t9 3 0 [y�16 6][100�] � [MWfRS ASCE ParIFF�[UL 2A UO][A51 1 OO��NM 1J 1 PLF @ 1 0 to 1@ 0 0 [y=A 7][ -OX] , u riF� o o io n� �o� [y=17.6��100°6� io riF c o o ro io c a.o �ys n 31[ -oc7 s r�v c i o co -5 c o.o� �y=io c���oo°r,� io r�F e i o co �o c i.o [y=1fi.6]� -OX] 14 PlF C 1.0 to l4 @ 0 0 [y=16 6J[ U"�.� 9 36 LUs � I.0 16.6 Anglc°270 14 VLF C 0 0 [0 14 @ 3.0 [y=15.5�[ 0'6] l.37 Lbs � I.0 1G.6 Myle°270 Z5 PLF C 0.0 [o '25 C 0.0 L [y°10 6][1001.) 6rq y I Ver L R= -50 5,N IIOr.R= �iJ.2F 10 PLf @ 0 0 l0 10 @ 3.0 [y=A 3J[ 0°4] firq a 2 Vr.rl R- -0.0 9 IIOr.R= 54 2; �r9.r I Ver L R= 49 I k IIOr.R= 5 U;' _._.'__._ '____.______'.'.e_.` _ _ '`_" !•10 O�g.,j' 2 Ver[.2=_=-0 0;!IIOr.R=__ 53 A� ___ 9 � [MWFRS ASCE Parlt-)[OC 2d 00][ASI 1 00�[NM 1) � 1 PLF C 0 0 to 1 C� 7.0 L �y=13 6�(100°:J s r�F c? t o m s c o.o i �y�io e]pao�� lA PLF C� -1 0 to lA @ 0 0 [y=1fi 6][ Oa] in v�F c� o o to ta c? �o �y=ta e�� o°:] ' iq p�v c o o co in c a o i �y�to a��too,� a i �o Pir� o o �o io� �.o [r=�+ 31[ a"�] Brg p 1 VerLN= EiA I �:Hor.Ra A2 l,y (drg$2 Vert R= �0.0;: Hor.R= 50.1;� �nuvas nsc� aari����nc 2n oo��nsi � oo��Nn �� -3l PLF l9 0 0 to 71 @ 3.0 I (y°13 6]�100L� � � '25 PLF� I Il to YS C 0 0 L [y=10 5][100°:] y �n r�r e t a io tn� a o �y=ir,c�� o.� 1 i -3--- --5-91I lJ PLF(: 0 0 [o lA C d.0 [y-16 6]( OP.I �e v�F� a n io ze c a.o� �y�io e�floa°q io v�v� o o co io� �.o �y=a a�� aa� 13rg� 1 Vert R= JI 0$IIOr.R= 97 6ry 0 • THIS D41G PR�EPARED FROM COMPUTER INP�T (LOA�S & DIMENSIONS) SUBMITTED BY TRUSS MFR (66-Zephyrhills Station �{2 -- ** - C1) Top chord 33TSC3.00 2 Sx3.00-33-SSKSI Fasteners=l4AMD Circles show the min no of blue 14AMDB2 125 fasteners, squares Bot chord 33TSC3 00 2 5x3 00-33-55KSI show m1n no of red 14AMDR2 375 fasteners, and hexagons show m1n no of black Webs 33Z1 5x1 62 1 5x1 62-33-40KSI 14AMD2 625 fasteners per member See DWG. TSO11A for z-web details 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere 1n roof, RISK Wind loads and reactions based on both MWFRS and C&C CAT III OR IV, EXP B. wind TC DL=S 0 psf, wind BC DL=S 0 psf GCp1(+/-)=0 18 Right end vertical not exposed to wind pressure Provtde connection for gravity and upllft reactions shown Bottom chord checked for 10 00 in lieu of rigld ce111ng use purlins to brace �C @ 48" OC psf non-concurrent 11ve load Deflection meets L/360 live and L/240 total load See TS standard detall book for truss to truss connections Non-standard connections to be designed and approved by a Registered Destgn Professiorial (H) Structural fascia attached Fascia design and connectlon by others 1 lZ 1 1 1- -9 1- -5 Q1 1 1 �H� R=104 Rw=104 U=94 W=3" R=99 U=0 RL=109/-34 �tqiBiPtP/P/�� � 2-0-5 0 v,�9�51��o�F'�'1�(� \` � a n o 'T� �,�' �`�����m a��G E N 5�,•�0�,�,A �.°° ° a � d a No. 76845 p °. GALVANIZATION - G60 Design Crit. AISI S100-2007/52-10� ���,(D�o � �(:2 FL/-/4/1/-/R/- Scale =1.25"/Ft. **WARNING** iP,I1S5ESP.CLt11P,E EYTREIIF LARE 111 F)tlN,ICA�IFlG, HANOLINL.SHp�p�IIG. IIISiGLLINf: p o �° TC LL 20.0 P$F REF R6384- 40669 � FNU ANAf.�NG, IINlE55 nTHENNISE INUIr,p7EU, i0P CHnY.O SHAII HaIC PknVEY,LY A77nCMEl1 SiHUr.7UN,1L ��«j •J•ATE. O(- � G�,�"� T C D L 1 5.O P S F D A T E 0 3/2 8/1 4 PANELS ANO BOTi�II C110P.�SHALL IISVE A PROPEPLY ATiACIIEO RIfID CEILING. � B p 4 �� **IMPORTANT'** F�,F������a����r„� r�{�s��S�,N �.� ���E INSi41U,1I0111:ON1Y.ACiOR BPAf.ING �d�.�✓<��,� (t7f.����w�����'` BC DL 15.0 PSF DRW MOUSR6384 iaoa�oo9 TRUSTEEL �CPILiED uN iN15�ES113f1 15 UNLY F�iN LR7EP.PL>UI'PUI',i Of 1PIISti II�MIiEP.S�U REGIICf BII(Y.tII1f.lCNf111} �S�f �� �m A • �m t+�C�O� BC LL O.O PSF MO-ENG BWC/BWC FOPCOSSaNDHOLCt�P.USSESPLI11oIB 'NSHaLL�BE'THE`AESP�lSIBILITY1f'�fER�IIfPS' Bilr��I11111114LU11'G11C{iSLIR.R0111` �s,��d ���� �se``ep TOT.LD. 50.0 PSF SEQN 13594 d���if��/28/2014 ITWBuildingComponenisGroup��nC. �Nf, SMALL Nlli B[Y.CSI'pNSIBLE G�R hllY UEVIF7IGN FI�011 TNIS L�ESIGN L�N HANDLIt1�, SHIPPING. 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I 0 [y=14 6][ OX� SE PLF @ 1 0 to -56 @ 1.0 L [y-11 6][100%I 7 10 0 5�.00 0 00 0.00 0.00 0.00 S� 19 I.Sfi 331SLJ OU DiaV�� 30 PLF C I 0 fo 30 l? 1 0 �y-4 3�[ OX] IA rtr c� 1.0 [o lA L I 0 [y�14 6J[ OXJ 2 A 0 -0 0.00 0 00 0 00 0.00 0 00 SO 2 O.NI J1�5L7.0�@ 48' 20 PLF C� I 0 Io 20 l 1 0 [y=A 3�[100XJ 10 PLF(�? 0.0 [0 10 C 1.0 [y=4 3�[ Ot� 4 6 0 -0 0.00 0.01 0.01 0.00 0.01 SA 2 8.17 73�SC3.00�48' Ilrg�' 1 Vcrl.N- 79 0$IIOr.R= -0.0'� Nry � 1 Vcr L R- 23.7� IIO�.R= 108.9� 6� 9 0 -0 0.00 O.OU 0 Ol 0.00 0.01 5� 2 2.02 33�SC3.00 C 48' Org.� 2 Uer LI!= 83.1 g Hor.R- -0 O,y Brg q 2 Ver L R= -93 J@ Hor Ra -O.Og 9-ll 0 0 0 00 0.00 0 00 U.00 0.00 SU 2 1 71 J1�5C3.00 @ 48' _ °-'.'-"".'."°._.°°-'.'._._-_.`.'._._-`.°.' '.°."."'.".""°._._.'-_-_-`_'._.`.°.".".'.'.' 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I - -.'.` _� ...e__.. _._.=._.e �.e_."_- ___ I L5031a � �M4IfR5 ASLL PIfPfL �[IIC Z4.00�[ASI 1.00][NPI l� � --°."°"_'_'_°_"'_-_'='='6"a"-"" � F,PLF @ 1 0 l0 6 t^ 1 0 L [y=11 6][]DOX] �� r�r e i.o io in� � o �w�n e�� ox� io rir c o o io io«± � o �y-n.3�� ox� 10 lir9 y 1 Ver1.R- 15� j� IIOf.R= -11 7�R I3r9.�J 2 VerLR- 35.Y @ Iior.R= -0 0/� �MWI ItS'AtiLL Vcrp/8�i�[iIC 2,1.00��A51 1 00][PUIcI J � � r3 r�r� i o �o z�� i a� �y-n c��ioo°r.� I�1 I'LF 4? 1 0 lu lA� I 0 �y=IA 6�� OX� 10 PLF @ U 0 Lo IU l? 1 0 �y=4 3�[ OX] (3rg.k 1 Ver L R- l9 7 g IIOr.R= 44 ]g Or9.ji 2 Ver[.R- 25 1 k IIor.R= -0 0}� I pawves nse[ re�p/in-Ifoc 2a.007�ns� i.00��r�n il ii riF� i o io n r•e i o� [y=I1 6)[100Y� in r�r� i.o io in�w t o �y-in e�� or.� I io ru �•e o.o io ia c i o �y-n 3�� o:� �ry y 1 Vrrt N- I7 / p IIor.R= 21 4y 8rq.p Y VcrL N- �0.1 �IIOr.R= -O.Oy �nures asc[rcrp/e �1[uc 2 too��nsi 1.00][NM 1] 23 PLf tm 1.0 l0 23 C9 1 0 l IY=11 6][100X] 14 PLI c�e 1 0 lo Id @ 1 0 [y=ld G�[ 0;1 io ru e± o o i� io e t o �y-n.a�� o�c� Brq p 1 VerI.N= 19 J g flor.R- -04 7Jj I{r9 p Z Vcrl.li- 25,1 p Ilor 1t= -0 O,y [MWFRS6ASLE Perp/29 J[UCc24.00��A51 1 00][NM 1] 11 PLf ea I o �0 11 l I o L fv=11 6]p 00%] �a r�v� i o io in c: i o �y�in e�� ox� 10 PLF� o o �o io��? � o �y-n 3�� ox� 9ry p 1 Vcrl R- 1/ 7 g IIor.R= 21 4� Brg.; 2 Verf It= -0 1 .;IIOr.R= -0 0'� �MMFRSvnSCC Parl���[OC�2A.00J[A51 1 00�[NMyl�'� -I1 PlF @ 1 0 lo -Il l I.0 L [y=11 6][100Y� ia rir oe i.o i� in c i o �r=ia cl[ o'�] 5 io rir c o o io io� � o �v=a ��� oz� 6r9� 1 Verl R= 17 7§IIOr.Ra 21 6$ Br9.@ 2 YcrL R- �0 4 q IIOr.R= -O.Dd � �rrdres asc[ rari� I[oc zn.00]�nsi � ao��ru��i�_ � i r�v�. i o io t� � a� [r°u c][too�c� in rir� i a io tn� i a �y-in e�� ox] � to r�r c a o io io� � o �y=a.3�� ox� �rg.} 1 Vcrl It- 16 1 ,'�IIor.R= -1 7b Org.j Y Verf It= YA 5 j�IIOr.R= 0.0'� y _'�.e _.a" _.e.e ..e.�..._'_"'_"'_'___ -__' �riwrns nsce rnri-+��ac zn.no��nsi � oa��Nn i� 31 PLf C I 0 to 71 @ 1 0 L (y°I1 6][100%� IA PLF f L U to 14 @ 1 0 [y=14 6][ 0%j io r�F c! o.o io io� � o �y�n.��� ox� Prg� I YerI.R- 20� y IIOr.R= 61 2� �rg�, 7 VerL.R= �42 7�}IIOr.Q= -0 OJ� [NNFRS�ASLE Parl �[OC�24.00�[ASI 1 00][fIM 1] �9 r�r c i o [o -i9� i o� �y=>> a��toox� Y ,1 5 9 I1 1�1 PLF @ I 0 lo IA C 1 0 [y=14 6][ 04] 10 PLf l: 0 0 lo IO 4a I 0 [y=4 �J[ OX� 9rq � 1 Vcrl.11- IU.tl d IIOr.R= 37 9,y 6rg r 2 Vcrt H� V.8;7'IIOr.R= -0.0� �n�ar2s nsce rrpu/����[oc�2n.00��ns1 � ao��xn i� s rir c i a io s� � o� �y=i� c��toox� A2 PLf C I 0 to A2 @ 1 0 [y�14 6][ OX] 30 PLF C OA to 30 C� I 0 [y=A.3�[ 0'4j 9rg p I Yer1.N- 4/ 9 a Ilor.lt= 10 4N Orq.�; Y Verl.2- 75 2,p' Ilor R= -0 0�' [MMPRSSASCC VrpU/L� J�nC'2d.00][ASI 1 00][fIM 1] n r�v c•� i o �o n�� i o� fr°n e��ioo^c� AZ I'LF @ 1 0 Lo d2 C I 0 [y-IA 61L ��`] �o r�r c o o io �o c? � o �y=a.3�� o;c� [irq¢ 1 Ver1.N- A6.d p Hor.R= 3J.7�j 13rq.j.,' 2 VerLR° IOA 2 {'IIor.R= -0 U�; ' � �nurus�asc[ rruu/i. ��uc za.00��nsi i oa��rui t� I 6 PLf c•� i.o t� c� i o� �y=i� s��ioo;� iz r�r c-t.o io nz�•a i o �y=ta cl[ o°�I 30 PLf� n.o io so r i o [y-a a�[ ox� 6rg.g 1 VerLR� 4/.8 d IIor.R= 11 7� . orn.��ycrl.R- F10 5', IIOr.R= 0 Oe I _'_° "°"""._.m._.e-_'='_"'_'______'- ' / [MNFRS ASLE PrIU� J(OL 24 00][A51 1 00�[tIM 1� t rir�+ i o io i�,� i o i �y=ii e��toax� ° iz rir e i o io nz� i.o �y-in c�[ a:� 30 PlF @ 0.0 Lo 30 t? I 0 �y=A 3][ 0%J fir9.� 1 VerC R- 48.5 S IIOr.R= -I 7� I • THIS �VIG PREPARED FP,CM COMPUTER INPUT (LOADS & DIMENSIONS} SUBMITTED BY TRUSS MFR (66-Zephyrhills Station ��2 -- ** - k33) Top chord 33TSC3 00 2.Sx3 00-33-55KSI Fasteners=l4AMD Circles show the min. no of blue 14AMD82 125 fasteners, squares Bot chord 33TSC3 00 2 Sx3 00-33-55KSI show m1n no of red 14AMDR2 375 fasteners, and hexagons show min no. of black Webs 33Z1 5x1 62 1 Sx1.62-33-40KSI 14AMD2 625 fasteners per member. See DWG TSO11A for z-web details. W5 43Z1 5x2 50 1 5x2 50-43-40KSI t* The maximum horiZOntal reaction is 1046# ** Special loads -------------------------------------------------- 149 mph w1nd, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, TC- From 10 plf at 0.00 to 10 plf at 4 03 RISK CAT III OR IV, EXP B, wind TC DL=5 0 psf, wlnd BC DL=S 0 psf GCp1(+/-)=0 18 RC- From ]0 plf at � 00 to 10 plf aY. 4.03 TC- 125 00 lb Conc Load at 0 00 1�ind loads and reacttons based on MWFRS BC- 192 00 lb Conc Load at 2.66 Bottom chord checked for 10 00 psf non-concurrent live load Right end vertical not exposed to wind pressure See TS standard detall book for truss to truss r.onnections Non-standard In 11eu of rigid ce111ng use purlins to brace BC @ 48" OC connections to be desl9ned and approved by a Reglstered Design Professional Deflection meets L/360 live and L/240 total load Swaged heel, see drawing number TS006 for manufacturing detatls (H) Slructural fascia attached Fascia design and connectlon by others � R=0 U=0 W=3" 3 54 � Rh=1046 RL=35/-76 1 1 W5 , 1- -0 1 1 1-4-15 V 5"12 �H� � � 1 1 1 1 R=398 U=11 W=3" Rh=-1046 RL-76/-35 �`,�q{��9111P►1ppr�t t��` � W� �qF��`<, ��. C�s. ,� a� a � �, �, \ � 4-0-7 Over 2 Su��r�se���N`�����, � w, ,�. � � No, 7G�345 � � GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10 �� a1� � .�d'1�' T�:1 FL/-/4/1/-/R/- Scale =1.5"/Ft '�'�WARN I NG** rr.usses a�euir.e erraera caee iu r,mr,¢r,nnc,xn�iounr, swrrum, uisr«unc � T� LL 20.0 P$F REF R6384- 40670 � FNO BNAf.�NG. IINLC55 niHCk1115f IN�ICAlFf1, inP f,HUkD SIIVL IIlVC YY,npCY.LY?11,�f1IFl1 SiI;IIf,iUkAL y w(�n STATE�. OF � �"4 �P� YAl1ELS AND NO�TLII CIIIP.0 S11ALL IInVE�reor�v�r�ruui�o eirin�niinc. °�s�,��\� � P oa�1�� TC DL 15.0 PSF DATE 03/28/14 'rRUS STEEL **IMPORTANT** FUNI�I511 1 CnYY OF iIIIS IIESif.N i�i IHF. INSiALL471fIN f.ONiP.>CInA HRAC.INf �✓f�♦�� ��`+I�I�g��(�\���1� BC DL 1J.O PSF DRW MOUSR6384 14087013 �(I'ILiEU UH (IIIS IJEtil,ll IS UIIIY FtIP, LA7CPRL SIIPI'JY,7 �If IYIIS11iC111{[y,C iil RCUIICk IIIICY.LIIIG LCII�711S. �S � � r �l FLL�ESIGN, X1iAt,11MEIVi aN� INS1PLLiiI�N�f �ENI'ON4PY RIdI�YERlIl.IIENT BNSCING. TO RESIST LTiEA)l f���' �lQNA�t'.�,�,,��'`� �C LL O.O PSF MO-ENG BWC/BWC FOP,CES AND H�LI;iY.IISStS YLIIIIN. GHTLL BE tllE FE]I'UIISIBILIII Uf JiI1LR5. IiH BIIILDING CI�IIY�NEIlTS Llttllll` � @����jiJSOY/�O/�Ot n TOT LD. 50.0 PSF SEQN 3292 REV 1�J O l4 lTWBuildingComponenfsGroup�l/�C. �NC SHALL Nul BE kECI'nN510LE FOR tllY�EVIATI01!fR0lI iIIIS DFSIGN PN IIANDLII7G. 51111'PINf, INSTAfLINf FNO NRA[IIIG Of iRV55ES. �Fl CIIf.II1EEF.'S SEAL all IIIIS OP.PHIIlL RYPLIL�ONLY TD lllC�CSlfll f�F IIIC fP.IISS Earth Ciry,MO G3045 FLCOA#0278 VEVI[TEU HENE A���SHALL N�r o�k«�����„�� III ANV oT���H�A� SPAC ING 24.0" JREF- 1U516384Z01 91 PI Of R 9 5 C 1 - I I EI __ Z , �0 P I _ L Z� 6 Sl � II `1���a`QQ��S��81 �Pr ��`��0��°' ° °�3fvi���o � � ° OJ � o i_ `- ' _-'__'_'_ ' ' ' ' ' ' ' ' __ ' a-a �` � 9 0 2 ! 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Circles show the min no of blue 14AMDB2 125 fasteners, squares Bot chord 33TSC3.00 2 5x3 00-33-55KSI show m1n no of red 14AMDR2 375 fasteners, and hexagons show m1n no of black Webs 33Z1 5x1 62 1 5x1 62-33-40KSI 14AMD2 625 fasteners per member. See DWG TSO11A for z-web details. Spectal loads ** The maximum horizontal reaction is 574# ** --—---------------------------------------------- TC- From 70 plf at 0 00 to 70 plf at 3 00 149 mph wind, 15 00 ft mean hgt, ASCE 7-1D, CLOSED bldg, Located anywhere in roof, BC- From 30 plf at 0.00 to 30 plf at 3 00 RISK CAT III OR IV, EXP B, wind TC DL=5 0 psf, wtnd BC DL=5 0 psf. GCpi(+/-)=0 18 TC- 33 00 lb Conc Load at 0 14 Right end vertical not exposed to wind pressure Wind loads and reactions based on both MWFRS and C&C In lieu of r1g1d ceiling use purlins to brace BC @ 48" OC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load See TS s[andard detall book for truss to truss connections Non-standard connections to be designed and approved by a Registered Desiyn Professlonal Swayed heel, see drawiny number TS006 for manufacturing deLatls (H) Structural fascia attached. Fascia design and connection by others � ' � R=0 U=0 W=3" � Rh=574 RL=328/-321 � 0 1-8-12 1- -8 � b 5 12 �H) � Q 1 1 R=333 U=271 W=3" Rh=-574 RL=460/-339 3-0-0 Over 2 Support `� t�E���'�rt)� �����`/� q`\ �p. � a� o . �T,Q p� ..�~��.a°��GCNS�'•-n0�'`, �` � ° �� : + No, 76II45 p °. @/, n a ° GALUANIZATION - G60 Design Crit• AISI 5100-2007/52-10 1� Jy3-r.,�`Y�' T�:10 FL/-/4/1/-/R/- Scale =1 5"/Ft. /� **WARN I NG*� rPU�ses xrauier rrinnn car.e I11 FJNI;ILRIINL. IIAlIplIN4, SIIIPPIIIL. IIISISIIING [� r o (,�° TC LL 20.0 PSF REF R6384- 40671 /\ ANfI BkACING. UNLfSS��IIIEI;NISC INUIInIF� i01'lll�kll SII.ILL H,1y[VI;�PCY.LY illAi:llCll STk11�:I11NAL � wt'�tl �JTAT�. OI- • /�.•q �PI� rnu�u aun nonou umeu su�.ii u.vc A rr.orrNir�n.niro r.ir.io niiiur. .d�„d(�°e � e°,C�a` TC DL 15.0 PSF DATE 03/28/14 � (/��['j p/� C �j'RUS STEEL **I MPORTANT** fUY.11l)II A[OPY n� IIIIS DCSIGN iit TIIC IIISI4LlFIlON CJNIP.1Ci9F N�T[INf �fY��� �`�I\10 Y� y�1� Dl. DL 1J.� PSF DRW MOUSR6384 14087014 GC�ICiEO UN I1115�[SI��11 IS�IILY F��P, L4IIYFL SIIYPUP,I Uf IYIItiS lICIIBCP.1 fi�Pl�IICC NIICY,LIIIG LCIlG1111, �d.f� � �• � �a Oc �``, nu DESIGN. R1IPCNHtNI nxo INSIALL+iI�N nl rum�,e<nr ull�PIRNCIIEIII uxnrixr.. in r.�sis�ini�x.i `�dJ� ��tNA` �-. ` ��� B� LL �.� P$F MO-ENG BWC/BWC F�P[ES TND IIJLU iP.USSC\PLI111B. SHALL flC illC ACSI`UIISIBILIIf 04 Ut11FRS. 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Circles show the min no, of blue 14AMDB1 25 fasteners and Bot chord 43TSC2 75 1 Sx2 75-43-55KSI squares show the m1n no of red 14AMDR1 5 fasteners per member See DWG TSO11 Webs 33W 75x 75 .75x 75-33-45KSI W1 3341 75x1 5 75x1 5-33-45KSI for details 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere tn roof. RISK W1nd loads and reactions based on both MWFRS and C&C CAT III OR I4, EXP B, wtnd TC DL=S 0 psf, wind BC DL=S 0 psf GCpi(+�-j=0.18 Right end vertical not exposed to wind pressure Provide connectton for gravlty and uplift reactions shown In lieu of r1g1d ce111ng use pur7lns T.o brace 6C @ 48" OC. Bottom chord checked for 10 00 psf non-concurrent 11ve load Deflection meets L/360 live and L/240 total load See TS standard detall book for truss to truss connectlons Non-standard connections to be designed and approved by a Registered Design Professional (H) Structural fascia attached Fascia design and connection by others 5 � 0 1 1 1- -0 � 1- -1 (H) 5 12 IJ1 �1 1 1 i �tVtllitFllllry�� � � 1-11-12 Over 2 Support�� ��0t�h� w, CqnPpP�� R=89 U=46 R=96 U 120 W=3" ,�o����p°G�N �°�����r RL=85 .'`'�� �c �'\ `S� °o�r � � N0. 7F�345 0 �°. GALVANIZATION - G60 Design Crit: AISI 5100-2007/S2-10� �1�,�0 ,,�"h�' T�:2 FL/-/4/1/-/R/- Scale =1.5"/Ft ^ �*WARNING** �kIIti5E5Y.f1lIIIP.lerrw�neeAx� lllf>BHILFIING.HANDLINI:. SIIIVPIIIL. IH51tLtI11L a �� TC LL 20,0 PSF REF R6384- 40672 /\ r.NO BXACING. 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I 7 1 7fl IO.J6 -- - 0 0 p1HFRS ASCC Perp/L F][OC 2d.00�[A51 I 00]�NM l� � [sU�1a � 8 I 79 10 11 0 00 L/999 0 00 L/959 0 00 0 00 Afi 7 16 PLf"(: 0 0 Lo 16 l I 9 L �y=11 2][100X1 ._-_ _.--_-''" '-`-_- _--�_'-'°-a-=-' °�__' 9 1.85 11 IJ 0 00 1/999 0 OD L/999 0 00 0.00 0 0 11 PL�t•9 0 0 Lo ll� 1 9 [y°14 1][ OX� 10 1.85 10 11 - - - 0 0 10 PLF td 0 0 to ]0 l 1.9 [y- 5 0�[ ORJ 13r�p 1 Verl.H� 9 4 6 IIOr.R= 12 O,y Ilry._ L Vr.r�.R- 0;;J Ilor.R- 0 0,� P � [MWFRSvASCL ver��/i ��oc zn oo��nsi t.00�put i� •7 PLf 19 0 0 LO -4 l? 1 9 L [Y'11.2][1005� ll PLf(? 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Brg.k Y Vcrl.l:° 119 6 k Ilor N= 0 0$ [LRC ASCf WinA ItL ���oc Ja oo��nsi i oo��nrf i� _ ^ 11]PLF P9 0.0 lo Il3 @ I 9 L [y-Il 2�[100X� Il Plf P9 0 0 l0 11 l? I 9 [y=lA 7�[ OR� �a v�r�d o.o io io� i � �y=s a�[ os� 1{rg.� l VerI.R= �Afi.l ;� IIOr.R= 85.1;�',. . .� • THfS DVIG PREPARED FP,OM COMPUTER INPUT (LOADS & D[MENSIONS) SUBMITTED BY TRUSS MFR (66-Zephyrhills Station ��2 -- ** - FT1) Top chord 43TSC3.00 2 5x3 00-43-55KSI Fasteners=14AMD Circles show the min no of blue 14AMD82 125 fasteners, squares Bot chord 43TSC3.00 2 5x3 00-43-55KSI sho4� m1n no of red 14AMDR2 375 fasteners, and hexagons show mtn. no of black Webs 33Z1.5x1 62 1 Sxl 62-33-40KSI 14AMD2 625 fasteners per member See OWG TSO11A for z-web details 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK lJind loads and reactions based on both MWFRS and C8C CAT III OR IV, EXP B, wind TC DL=5 0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0 18 R1ght end vertical not exposed to wind pressure Left end vertical exposed to wind pressure Deflection meets L/180 crlterla for flr.xlble wall covertngs In lieu nf rigld ceiling use purlins to brace DC @ 48" Of. Bottom chord checked for 10 00 psf non-concurrent live load Deflection meets L/360 live and L/240 total load See TS standard detail book for truss to truss connections Non-standard connections to Truss supports vertical loads on truss chords only Structural gable verticals be deslgned and approved by a Registered Deslgn Professional are to be attached T.o truss chords only. For wind load on the face of the truss, gable verticals and connections are to be designed and supplled by others to Lransfer wind loads Co lhe roof and celling diaphragms i 0 i 1 1 1 1 3-2-12 3- -8 3-5-12 1 1 1 1 � �< 5-10-14 _I�'I �`t��QrnB�t►Itltr�rar � 6-0-8 Over 3 Support�� ��� N Vv . �q[��Pj �\t �. Dyaa000ijQ P�'� R=302 U=271 W=8" R=227 U i. ��3�" �C,�N S •n� �r� RL=216/-123 R=75 U=122 W�3� � �' � a�'°,. � P : � No, 76�345 a w GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10/� �1 ,,�t7�'��1�•6 FL/-/4/1/-/R/- Scale =.5"/Ft **WARNING** ikU55ESlEl1IIIftf EY(PEIIF CARE IN iaBP.ICf.11NG. HANDLINf.S11IPP�114, 11l514L11114 8 �`'< Tl., LL L�.� PSF REF R6384- 40673 � AN�OkACING. IINlC55�Illfill115E IN�IC.�ICI�. iGl'Cllnkl�Sllall NAV[PY.�P[Y.LY AIiaCIICU Sii:Ilf,iIlkAL � '�• STATE OF � �'r A T P71�7� rtuus axo norrnn ue;au su.0 iuv�.i�NUrrvir on.ui�n eir.io cuunr.. ✓°'�r Q�a P Qe� �/� T� DL 15 0 PSF DATE 03/28/14 t-1L 11VL �'sr ° o(�R1��o �C,a� **IMPORTANT** iueinsu.�rnvr�r mis msir,����, mc iusrnu<nni�rnrvieacmo ima�mc ,� �� p B� DL 15.� P$F DRW MOUSR6384 14087024 � TRUSS TEEL Fii'nes�isr�"'RLipCINENi AuUUNIN51alLaLI�N'(f STCIIpP.1RYF<I�UPCFlInIICNTS BfiRAINf.�,C I�CP.CSIS1LLJi[R�L ��odd�`! �b N A� ���`1 �C L L O.O P S F M 0-E N G B W C/B W C rnnc[s axo NuLI;iN.U55E5�������, s��.<< A� ����R«�����,„,��,�,�F uiI1FPS. ITII Bllllllltl4 CUIIPOIIFqfS LIn:OP ���������$�/�2g/2014 TOT LD. 50.0 PSF SEQN- 13597 ''I ITWBuilding Componenis Group��/�C, �Nf, SIIALL N��7 AC Y.CSP�NSIIILC fOfV SIIY IICVIF110N fN�tht�IIIS I�CSIGN I�H fIAN�LIIIG. SIIIPI'INI�. IN57AI.1 IN�: Earth City,MO 63045 �NO BR4CIMG 0( mussrs. an nirixi�a•s cr�t mi nns ur.,nnim crri irs mar rn nn ut+a.0 nr ixc �russ FLC0.4#0278 UCI'ICIEU 11CN( 411U 511aL1 nni nc eru�u urmi ui nx}cw�w x�,v SPACING 24.�" JREF- 1V516384Z01 ��I I [(null�][ALI'IHE�[hl5i zooi ��r n�nsus�l IPa9� �I �n��iFas ascE rrPO/�t-�[oc za oo��nsi i.00��nn i� �ICLL JO OJ�fCUL 15.0��13CU1 15 0][UCLL O.OJ[A51 1 OO��OC 24 0][11H I��SOffl� L 0� 1 PLF� 0 0 la 1� G.0 L �y=13.5�[100%� , �SfU.AUfa IUAU�[OC 2A 00]�n51 1 00](NM 1] 30 PLf @ 0 U l0 70 @ 6 0 [y-14.5�[ 02] --°Oearinqs=== [%-Loc��ltcucl][$iZe] ____= 30 Pl�@ 0.0 to 70 G9 5 0 �y-15.5�[ OZ� 23 PLF l? 0 0 [0 29 @ 0 0 L [y-17 2j[100X� ('0.07�[ 30Y�� 216hJ�0.57� [ 5 97�( 227�[O.YS] � 5 9/�[ 75110.25� 10 PLf lg U 0 to 70 L �i.0 (y- ; 0�[ 0'L� 30 PLF eP 0 0 l0 30 c: 6 0 fy°5.0�� OYJ 40 PLf e@ 0 0 fa AO<+ f,0 IY`16.5�[]00:4� Brq � 1 Ver Llh 162 I d IIOr.R= -85 1�7 lir9.y 1 Vnrt.R= JO'l. 1 ;�Ilor.lt= 0 0� Nrg q 2 Verl.lt- 174 1 �IIOr.N= �O.O,f CnAPts Maxf MnxC AXL IfND SIIR CRIP CSI CotA�f,LC Lenylh Graile firace Or7�A Y VcrLlt� 22] I p IIOr.R= 0.0�� �rg �r 3 VcrLlb 31.8 p IIOr.R= O.O;F 0- 2 0 0 0 00 0 00 0.00 (1.00 0.00 56 lti 0 81 43TSC7.00 Diaph lirg �1 Vcrl.it- 75.0 k IIOr.R= O.Oq =-----__-�----_-_-_.__._ _.__._ -._--._--- 2 A 102 -61 0.00 0.05 0 05 0.00 0.07 SB 18 2.01 AJTSq.DO Diaph = _-_-_�° ---�-_.�._ -.-_-._�.e.=_=.�.e.__ [IAWPRS ASCE PrpO/Rt-][OC 2A 00�[A51 I 00�[IIM 1� A fi 159 167 0.01 0.10 0 04 0.00 0 10 59 18 34 41 43TSC3.00�iaph �FUC pass NT�[UL 24 00�[ASI 1 00�[I1M I] 1 PLF @ 0 0 Lo 1 C 6.0 L [y-13.5�[]00%� 5- 8 167 I57 0.01 0 09 0 00 0 00 0.09 AB IB 2 Ol A3TSC3.00 Uiaph 30 Pll c•? 0 0 to 70 @ 5.0 [y-16 5][ OX� 30 PLF C 0.0 [0 30 L 6 0 [y-16 5�[ OXJ 8 10 7 -6 0.00 0 09 0.02 0 00 O.US SU 78 J2.51 47TSC3.00 Diapli 30 Plf a� 0 0 [o JO @ 6 0 �y- 5 0�[ 0'4� i3 PLF @ 0.0 to -A� 0 0 L [y=17.2J[100X� lO�IA 0 �0 0 00 0.00 0.00 0 00 0.00 SB 19 0.81 47TSC1.00 Uiaph 20 PLf� 0 0 [0 20 E? 5 A [y- 5.0�[]OOCS] 30 PlF C 0 A Lo 70 C 6.0 [y=5 Oj( OX,] I 7 0 -0 0.00 0.00 0 00 0.00 0.00 SB 2 0.81 43TSC3.00 C 48' Or9.g 1 Yerf 8= 2A1 7�IIOr.R� �O.Oq Nrg p i Verl.R= 190.1 y Ilor,2= 24 2$ 3 5 51 120 0.00 0.05 0.02 0 00 0 OS 58 2 3A 7E3 43TSC3.00 @ 46' Brq.� Y Verl Jt= 211 A �1 IIOr.R= O.Op Org p 2 Yer[ R- 145.5 g IIOr.R= -0 0,� 5 7 160 179 0.01 0 OS 0 01 O.OU 0.05 AB 2 2 Ol 4JTSLJ.00 @ A8' flr9 q 3 Yer LIt= 10.3 g Hor.R- -0 Oq Brg p 3 Ver L R- 72 A ;�Ilor.2� -0 0� 7- 9 1fi0 179 0 O7 0 04 0 00 0.00 0 07 AB 19 32.n9 A3TSC3.00 C 48' >.'-`-` '-"-°'-'-_._._.a.=._ _.'.'.°.°.'.°.".° ° °.°.`._._.'.' "_".°_'.".e.e.'_°_'.e e_=_=_°_' 9-13 0 �0 0 00 0 04 0.04 0 00 0.06 SB 1 2.00 47TSL3.00 @ A8" [MWFRS ASCE Perp/Lr+�[OC 2d 00][A51 1 00][NM 1] [MWF25 ASCE PrID�-�[OC 2A 00][ASI 1.00�[tIM 1J U�15 0 0 0.00 0.00 0 00 0.00 0.00 SO 2 0.81 A3TSC3.00 C 48' 11 PLF @ 0 0 [0 11 @ 5.0 L �y-13.5][IOO:G] 1 PLF C 0.0 Lo l c: 6.0 L [y-17.5][]OOY� 10 PL�C 0.0 to 10 @ 5 0 [y-1G.5][ OX� 30 PlF @ 0.0 to 30 C 6 A [y�16.5�� OY] CndPlS Haxi MazC A%L ono SIIR CRIP C51 C011B GLL Lenglli GraUC 9racc 17 PLF� 0 0 [0 17 @ 0 0 L [y-l"3 2][100:� -IA PLF C 0.0 [0 14 @ 0.0 L [y-17.2�[1001J 2 7 286 268 0.07 0.35 0.11 O.UO 0.38 AO 1 36.01 33Z1 Sxl G2 10 PLF @ 0 0 l0 10 @ 5.0 [y-5.0][ 0%� 30 PLF @ 0 A [0 30 @ 6 0 [y- 5 OJ[ 0%] A 5 279 202 0.06 0 00 0 00 0.00 U.05 A6 1 A6.Atl 37Z1 Szl 62 Urg p 1 Verl It� lS.11 p Hor.R= -A7 lry Iirg p 1 Vert.R- 19A 4 �I Ilor N= A1 2;� 6 7 18A -61 0.07 0.00 0 00 0.00 0.03 AB 1 37 52 3711 Sxl 62 13rq.g 2 Verl N= 40 I g Nor.H= -0 Oq 13rg q 2 Vert.R- 141 1 A Ilor R= -0 0� 8 9 28A 254 0 07 0.00 0.00 0 00 0 07 AB 1 48.A1 33Z1 Svl 62 Urg.,d 3 Vcrl R= 1 9 d IIOr.R- 0 O,y 6rq j�3 Vert.R- 32.5 p Ilor R= 0 0� 10 11 122 -75 U.02 0.0� 0 00 0.00 O.OZ AB I 7.15 33Z1 Szl 62 -�_-°-_°_--�_-_-_-_-_._._-___._.>>--_e e._ _._ a.e_.e.e-_ >_-_e.e-_._.=._.a._._._s___e.e 11 12 0 0 0.00 0.00 0 00 0.00 0.00 A6 1 32 70 7321 5xl 52 �M'dFRS ASCf Perp/L*-�[OL "24.00�[ASI 1 00�[IlM I� [CRC ASCC 41ind ll +-][OC 24 00][A51 1 00�[NM 1� 12 13 227 199 0.05 0.00 0 00 0 00 0.05 AU 1 J.11 73Z1 ;xl 62 I Ptf eg 0 0 [o I � 6.0 L �y-13 5][10(1%� 115 PLf c�� a 0 lo -115 E? 7 0 L �y=13 lJ[100C� 10 PLF o9 0 0 [0 10 lP 5.0 [y-16 5][ Ot61 -78 PLF C 7.0 l0 7D l 6 0 L [y-17.5][100:� Nocle X-LOr. Y-LOC deflY(L) OefIY(I) axL dxf MazShear f,LC 29 Plf (+ 0 0 to 2l(9 0 0 L [y-1J.2][100Y� lU PLF @ 0 0 l0 10 C J.0 [y-16 5�[ OX� 0 0 00 17.11 0 00 L/999 0.00 L/999 0 UO 0 00 0 0 10 PLI G9 0 0 to 10� 6.0 �y-5 OJ[ OSJ 10 PLF� 7 A to 10 C 5.0 [y=16.5�� OX� I 0 00 10 IZ �00 L/999 0.00 L/939 �00 0 00 0 0 Ilrq ,q I VerL R- A1.J$IIOr.R= 06.1+� 17 PLF @ 0.0 to 33 c9 0 0 L [y-17 2�[100Y� 2 0 01 17.1Y 0 00 L/999 0 00 L/999 0 00 0 OU 281 18 Brq.a 'L YerL R= 7A 1 ,y IIOr.R= �O.O�J lU PLF� 0.0 ro 10 C 6 0 [y= 5 0�[ OX] 7 0 O7 10 12 0 00 L/999 0 00 L/997 0 00 0 00 -56 2 Ilr9.j� 1 Vcrl.N= 11 0 g IIar.R- -O.O�r lir9 �J 1 Verl.lt= 271 4 p Ilor.2= 75 S,y A 0 i4 11 J 2 0 00 L/995 0 00 L/999 0 00 0 00 2fi3 18 ---=v- -- -_._._ -- -- - _.__-_ _._ - Ory.p 'L Ver L R- I22 2,y IIOr.R= 0.0;7 5 2 57 10 I2 0.00 L(995 0 00 L/999 0 00 0.00 16, 18 �MN�RS ASCC I'rrp/L ���UL 'l.4.00��AS1 I 00][HII I] lirq ,4 7 Verl R= -67 7 p IIOr.R= -O.O,y 6 7 10 13.2d 0.00 L/999 0 O1 L/999 D 00 0.00 190 18 31 PLF @ 0.0 lo JI l 5.0 L �y-1J 5][IOOX1 '-°-_-_-'-'-'-' `-_-"-'-"---_-_"°-'-_ '-__-" 7 7 10 10 IY 0 00 L/999 0 00 L/999 0 00 0.00 Ib7 10 IO PLF @ 0.0 Lo 10 cd (.0 �y=16 5�[ OY� [CRC ASCE WInA Rl �][OC 2d 00][A51 I 00�[I!M 1� 0 7 77 13.25 0.00 L/999 0.00 L/999 0 00 O.UO 170 19 V PLf @ U 0 Lo V t•? O.D L [y-17.2][100'6� 78 PLF C 0 0 lo -7B cR 3 0 L [y=IJ.3J[100:� 9 i(il 10 lY 0.00 L/99J 0 00 l/999 0 00 q 00 220 1 10 PLI t? 0 0 �0 10 F^ 6 0 �y-5 OJ[ OY� 115 PLF @ 3 A ta 115� fi 0 L �y-U 5][100Y� 10 5 9/ 13.76 0 00 L/959 0.00 L/993 0 OD O.DO I15 14 lirg.g 1 Yerl It= 4J.0 y Nor.R- d'[Uq 10 PLF C 0 0 l0 10 C 3.0 [y=1G.5�� OYJ 11 5 9/ 13 10 - - --- - - 0 0 Urq p Y Veri A= 2 0 g IIOr.R= 0 Og IO PLF @ 3 A ta 10 @ 6 0 [y-16.5�[ OY] 12 5 9/ 10.78 -- - - 0 � Ilr9.p d Vcrl N= 2A 2 p Ilor.¢- O.O,y -6A PIF� 0 0 lo -6d(a D 0 L [y-13 2J[IOOX� 13 ; 9/ 10 7Y 0.00 L/999 0 00 L/979 0 00 0 00 225 1 - - - _- - � • _ _- � -- _ __ --� --� -- _ 10 PLF C� �0 la IO e? 6 0 �y= 5 0�( OXJ 14 5 04 13.3/ 0.00 L/995 0 0�L/9)9 0 00 0 00 0 0 �M�dfltS 4tiCl Pcrp/L ��Uf. 2•I.00]f�51 L UO][AM I� 13r9,q 1 VerLli= 139.0�' Ilar li= Y1G.4;{ i, a oa ta i2 - - n a i�vir�+ o o io i�e r,.o� �w13.5J[IOO:L� nr� � 2 VerLla 199.0 p uor ii� o.o� 10 PII @ O.0 [0 10 ua 6.0 �y-16.5�[ 0:� Itry q 3 VerI.N= 121 0 d Ilar.l!= �0 Op 29 PLF h! 0 0 l0 29(w 0.0 L IY"17.2]IIOOYI a"'_'_'_"""""'_""_"'-'°'°"""'�'°"n 10 PLF C 0 0 [a 10 @ G.0 [y= 5 0�[ OX� [CAC ASCE 41ind L[ -][UC Y4 00][M151 1 00�[�R1 ll Org j� 1 VerL R- I7 5 �IIOr.R= 81 Ory 100 PLF C 0 0 to l0U @ 7 0 L [y-1J.J][IOOX] Org.� 2 Ver1.R- 32 1 �IIOr.R� 0.0{� -G7 PLF C 7 0 lo -63 C 6.0 L [y-13.5][100'G� Arq;� 3 Ver L N= 11 J,°� Ilor.2= 0 Oq 10 PLP C 0.0 to 10 c�? 3 0 �y°1fi.5][ OX� ° °.°-°_-° --°-°�`-'' °_-_ °-`-°-°-°-` ' " 10 PLF @ 7.0 l0 10 C 6.0 IY=16 5�[ OXJ ��wras nsct re�p�a�,��uc rn.ao��nsi � oo��nw i� ne r�v� o.o io nx�•e o o� �y=u.z�poot� I1 PLF @ 0 U to 11� 5.0 L [y=13 5][100G] 10 PLF @ 0 0 to 10(d 6.0 [y=5 0�[ 02� 10 PLF C 0 0 Lo 10(R fi.0 �y-16.5J[ OXJ Or9 II 1 Verl N= 2A0 A p IIOr.Nm 127.Ory ' 20 PLf oP I1.0 lo ?0 @ 0 0 L [y-17.2][100'G] Brg j� 2 Verl R- -80 7 p Ilor.R= O.Op 1�VLI @ 0 0 to 10� 6A [y�5 OJ[ OY� 6rg ,{7 VerL.R= -51 6 d IIOr.R- �0.03 flrg,? 1 Vert.N= A3.b,u. IIOr.R- G3.2# _._ e.a._.°."."_'.-.a_'.'.`_-'_e.e.�_'._._.`.° u�q.�z v�ri ii- u s H no�.e= o.a,� �cxc nsc[ iaind ui ��oc zd oo��nsi i oo��r�n i� i{r�* �ve�i ir i .�y uor ii- o a!� r,3 r�v e� o.a to -63� a o� [y=13.3�(100°GI °° °.°.° - °-° -.°.__-°.° _.___._ _ = 1p0 PLF� 3 0 [o -lU0 l 6 0 L [y-13 5�[IODX� �iauFes nseE ver�/rs� ��ue za oo��nsi t.uo��r+n iJ •io r�F c o.o io to��? a.o �y=i�.s�� ot� i r�r� u.o io i � c o� �y-I1.5�[100'y io riF c a o io io c c o �y�ie s�� ox� 10 PLF la 0 0 [0 10 @ 6.0 [y=IG 5][ OXJ -50 PL�� 0 0 Lo -50 C 0.0 L [y-13 2�[1005� 8 PlF @ 0 0 to -0 ta 0 0 L [y°17.2][100°6� 10 PLF @ U 0 l0 10 @ 6 0 [y= 5 0][ OY] ]0 PlF @ 0 0 Co 10 C 6.0 [y-5.0][ OX� Or9 µ I Ver L R- 108.8 ry IIOr.R� 1G9 Op Ilrq.;! I YerLR- 69 2,y IIOr.R- 2A.2� Org;}2 Verl R- -157 6 p Ilar R= U 0� lirg.�2 VerLR= •15.5 p IIOr.N= �O.O,y �rg � 7 Ver[ R- -106 1 ,q IIOr.R= 0 0„ �rg z 3 VerL N= tl 5 1 Ilor.R= -0.0� '.""__._�.�.e.'._._.°.°."._._.".'.'.'.°_°_'.' - ^ �HWFHS ASCE PerP/Hv'11���v24 ao��nsi t oo7�nn t7 31 PLf l�P 0 D to !1� fi.0 L (y-13.5][100°GJ - -- _ �a rit o. a.o io io ae e o �y°tr���� os� � '" "' - zo riF� n.o io zo c± o.a� IY°13 ZJ[1DOX� I _.10=PLF9@_0 0 to -10.�.-fi�-���°5'0��-.�.�.' f)rg n 1 Verl It= 15 0 y Ilor.lt= fie.7� Ilrg.d 'J_ Verl N� !0 5�� IIOr.N� -O.Oj� 13rg,}'7 Verl H= 27.G,y IIOr.R= -0.0� I �rcdvas nse[ rerp/n ��ne ai.00��nsi t.oa��rira i� 19 PLf @ 0.0 Co -19 C 6.0 L [y=13 5][100X) �o P�r c� o a io io� a.o �y-ic 5�� o°y -8 PLF C 0.0 [o -7i @ 0.0 L [y-13.21 L100:1 I �0 PLF l 0 0 l0 10 C 6.0 [y- 5.0�[ OZ� � 13rg j 1 Yerl.R= 10 5,�IIar.R= [9 4p� Brg.; 2 Ver1.R= 3 S N IIar.R= -O.Op �r� n a u�ri a� io �y uo�.s= o o�� �NNFRS hSCL Parltt)�pC ZA.00�[A51 i oo��nn i�-- � -II Plf @ 0.0 to 11 l 6 0 L �y-17.5]�IOOXJ I 10 PLF @ 0 0 [a 10� fi.0 [y°16 SJ[ OY� zr,riv c o o �o zr� o a� [y-ia.z7 p oo�� io air ce o o ia io� e.o �y- �.o�� o^c� I (1rg � 1 VerLR= d0.1 ,°, IIOr.R= 80."L;� Hrq p 2 4erl R= 7 1 p Ilor R- 0 O,H, '� � lir7 ,'•, 3 Verl N- 1.1,�IIOr.H- -0 0$ i � p�wras nsc� rari� 1[oc za.00��asi t oo��nw i�_ � � 1 Pl.f t? 0.0 l0 1@ 6A L �y-13.5][100X� i I io rir c? a o �o io� e.a �y-�c s�� os� in rir c± o.o io in c? o o i ��-ia.2lUooxl io rir c o o co ia cm c.o ��=s o�� ot� � Ilrq� I Vcrl'R° -1.1.6 ti IIOr.R= d1.7,�➢'._ I Ilrq ° Y Ver1 It= AI I M IIOr.H- -0 Ojl Iir9 ,i, 7 Yerl R= II fi y Ilor R- -0 0� � � i piures nsc� r,,ri ���oc rn.ao��nsi I 00�[NM �� 3t r�F re o.o co �i c e o i [y-13.5�[100Y] I 10 PLF @ 0 0 [0 10 @ 5.0 [y-16 5][ 0%J 26 PLf @ 0.0 l0 26 l 0 0 L �y=13.2]�10(I:j �o r�r a� o o io io e e.o �y s.o�� ox� Ilry y 1 Ver�.R^ 10.J p'IIar.R- 85.3,H, I Itrg : 2 Verl.l?= 75.0 jt IIOr.R- �O.U� Nrg q 3 vcrt.R- 23 5 p Ilor.lt= -O.Op �tIWFNS nsc[ r,,ri ��uc za oo�(nsi t oo��nn i� i�riv w o o co i�c e o� �y-ia.s��ioox� - 10 PLF c? u o co io� c o Ir°�a sl[ ox� I �n ru c�? o o ro in� o a i �y-i3.z][�oo�q �, ia r�r r_ o o io in� r,.o �y= s ol[ o?I r firy d I Verl.lt= IA.B 3 IIOr.R= A6.-0# o' ^ IIr9.�L lerl.lt- 0 9 @ IIOr.R- 0 0$ 11r9 = 3 VcrLR- 10 6,9 IIOr.R= 0.0;� • THIS D61G PREPARED FROM COMP�TER INPUT (LOACS & DIMENSIONS) SUBMITTED BY TRU55 MFR (66-Zephyrhills Station ��2 -- *� - FTGE) Top chord 43TSC3 00 2.5x3 00-43-55KSI Fasteners=l4AMD Circles show the mtn no of blue 14AMD62 125 fasteners, squares Bot chord 43TSC3 00 2 5x3 00-43-55KSI shoo-i m1n no of red 14AMDR2 375 fasteners, and hexagons show min no of black Webs 33Z1 Sxl 62 1 Sxl 62-33-40KSI 14AMD2.625 fasteners per member See DWG. TSO11A for z-web details 149 mph wtnd, 15 00 ft mean hgt, ASCE 7-10, CLGSED bldg, Located anywhere in roof, RISK IJ1nd loads and reactlons based on both MWFRS and C&C CAT III OR IV, EXP B, wind TC DL=5.0 psf, wlnd BC DL=5 0 psf GCpi(+�-)=0 18 Right end vertica7 not exposed to wlnd pressure Left end vertical exposed to wind pressure Deflection meets L/180 crlterla for flexlble wall r.overings In lieu of rlgid r.e111ng use purllns to brace �C @ 4A" OC See TS standard detail book for truss to truss connections Non-standard connections [o Bottom chord checked for 10 00 psf no�-concurrent live load be designed and approved by a Reglstered Design Professional Deflection meets L/360 live and L/240 total load WE�S DFSiGNED TO TRANSFER WTND PRESSURES TO TOP AND BOTTOM CHORD DTAPIIRAGMS OR BRACING SYSTEMS, DESIGNED BY OTHERS. TRUSS LHORDS DESIGNED FOR VERTICAL LOA�S ONLY 0 5 1 1 1 1 1 1 0 R=286 U=339 W=3" 3-2-12 3- -8 3-5-12 � R=36 U=0 W°3" i iii ii QQ i � R=302 U=271 W=8" a{t11T►itlt�/ RL=216/-123 �,�q�� �n1. G, �IPP` �" R � �� 5-10-14 _°'�` P ° &�� ° g �� I �°� c°p��S�'e�r�s� �E 6-0-8 Over 3 Support� 4 ;, : � N0� !6C�'+J � w GALVANIZATION - G60 Design Crit: AISI 5100-2007/S2-10 8��� � 1�'.1 FL/-/4/1/-/R/- Scale =.75"/Ft **WARNING*'tr reuss�sv.iuuie��rTaenecauclNFA�Y,ILAiIl14.NAlIOIIHL. SIIIVPIIIU, IIISItLLINL _��f• � � T� LL 20.� P$F REF R6384- 40674 � PNII�HACING. IINLC55 nill[Y,IIISC INOIC,�IFD. IuP rNnl!Il SIIaL! IIaVC Pl:np[HLY P�14lI1E0 Sil:ilf,Illkal ��p •rATE. �/(• • !�.a I l. 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AN CtIfiIIIEEP.'S SCPI ON i1115 ORAlllllf.RPI'LI[5 ONLV i0 IIIC IICSILII�F illC IP.IISS Earth City,MO G3045 FLCOA#0278 UCPIC7CU NEMC AIIU SNaLL N01 BE Y,fIIEU urou iu.xr onitx w�y SPACING 24.�" JREF- 1V516384Z01 l(nullllCnLN RI�J[AISI 2007 ][Fif,L�A517;/I IPaye 11 IMFIfRS ASLC PrpD/L� ����L %A 00�[M1SI 1.00��17M 1� �ICLL 20 O��iCDL 15 OJ[�CDL 1S 0�(UCLL O.O��ASI 1 OO��OC 2A O��IIM I��SOFfIf 2.0� I PLF(�9 0 0 lo I C G 0 L [y-17.5�[IOOS� [SfU.AUIII LOAO][UC 2A.00�[ASI 1.00��HM 1] J(1 PLF G? 0 0 [0 70 l 6.0 [y=16.5�[ 0'c� ' -�-Bearin9 v�= [%-Loc��NeaU IIS�zel =___` JO PLF t9 0.0 to 30(: 6.0 �y-16.5�[ OX� 29 I'Lf� 0 0 ta YJ @ 0 0 L �y-13.2�(IOOS� �a0.07J[ 30Y�[ 21(.li�(0,7� � S ')7�[ 56�1�.(5� � 5 77J[ 7N5�[0.25� 70 PII l.+ 0.0 l0 3D� 6.0 [y�5.0]f 0:� JO I'll 1•9 0 0 la l0 h? fi.0 [y- 5 0�[ 01� 40 PLf l�t 0 0 lo d0 @ 6.0 [y-1f,5][IOOt� Brg (� 1 Verl.lt- 1GY I ,y Ilor.R- tl6.lp Iirg p 1 Verl.R= 302 1 g IIor.Q- -0 0;� Or9 N 2 VcrI.IF 19 1 ry Ilor It= O.Op IntlPts tlaxl MaxC AXI DIIU SIIR LRIP C51 G�M6 GLC Lenyth fra�fe 13racc Itrq ,y 2 VerL2- 16.A p IIOr.R- 0 0'A IIr9 p 3 VerLlh IUG.6;�Ilor R- OAr� 0- 2 0 0 0 00 0.00 0 00 0.00 0 00 50 10 0.81 d1I5L"S 00 Uiapli 13rg.�, 3 Vcrl.R° 265 7 H IIor.R= -O.O,y -._._._._ -.-.__e.=._ _ e _ __._ e _.___.__ _ 2 d 102 -61 0.00 0 OS 0.05 0.00 0.07 SB 1 I 97 A7i5C7 00 Diaph =-_-_-_---_-_-_-_._._._�.=m._._.e_____=.�.e [MW�RS ASCE PrpD/R� �[��C 2A 00�[ASI 1.00�[17M 1� A 6 lA5 126 0 O1 0 OS 0 02 0.00 0.0� A6 1 '11 23 4]ISC7 00 Oiaph [fRC pass�,2J[OC 2-0 00�[A51 I.00J[IIM 1] 1 PLF @ 0 0 lo I@ 6.0 L [y-ll.SJ[IOOX� 5 9 152 127 0.01 0.03 0.02 0 00 0.07 58 IB 2Y 06 A7TSC:1 00 Diaph 30 PLF(: 0 0 to 70 C 6 0 [y-16 5][ OAJ 30 VLf� 0.0 [o !0 le 6 0 �y-1!5�[ 02� 9-10 124 124 0.01 0 OA 0 OJ 0 00 0 OS SB 19 I 96 4JISG3 00 Oiaph 30 PLf h? 0 0 Io JO @ 6 0 [y=5 0][ 0°:J -if PlF Fo 0 0 to D h± 0 0 L �y 9 1.2J�1002� 10 13 137 l31 0 01 0.06 0.03 0 00 O.U6 Sd 19 21 75 4715C7.00 Uiaph YO PL�G9 0 0 to 20 @ G.0 [y-5.0][100L] 70 PLF @ 0.0 Lo 70 L Fi 0 (y- 5.0�[ OX� 13 lA !Y !A 0.00 0.05 0 05 0.00 0 Oe 58 I9 I 96 A31SC7.00 Diaph Ilrg y 1 Vert R= 241 7 p IIor.R= -0.0� Org y L Verl.R- 190 I ,y Ilor R= 24.2� lA 18 0 -0 0.00 0 00 0.00 0.00 0.00 SB l9 0.01 4JiSC].00 Oiaph �rg.,y 2 Yert R= 35.8 @ IIOr.R° O.Op 13rg y� 2 Ver L R- 20 5 p IIor.R= O.O,j 1 3 0 -0 0.00 0.00 0 00 0.00 0.00 SB 2 0.81 43fSt3.00 @ 48' Org g 3 Vert R� 205.9 p Hor.R= -O.Op Urg p 7 Vert R- I57 S{IIOr.R= -0.0@ 3 5 S1 120 0 Ol 0 O1 0 OU 0.00 �02 Afl 13 71.22 4JISL7.00 C 48' "-`-_-_-`°-'-°-_-'-'-"-°-'---""°-°-_-°-'�'-' "-_.__-_-'-°�"-"-'-'.-._e._._-e._ e.°.`_`.'_' 5- ! 124 166 0.01 0 OA 0 OA 0.00 0 05 50 Ifi I 97 A3ISL'3.00 @ 48" [MWFRS ASCE PerD/<<��[OC 2A.00][A51 1 00][NM 1� [MWFItS ASCf PrID�-][l�L 2A.00][A51 1.00][11M IJ / S 12A 166 0 01 0 Od 0 00 0.00 0.04 AN 18 I 96 43i5C3.00 @ AII' -11 PLF C 0.0 [a 11 C 6.0 L [y=17.5�(100X� 1 PLF(d 0.0 to 1@ 6 0 L [y=17.5][100:G� U Il 127 140 0.02 0 0� 0 00 0.00 0.05 A9 19 72 04 d3i5L3.W l d8' 10 PLF @ 0.0 Lo 10 C fi.0 [y-16.5�[ 02� 70 PLF @ 0 A to 30 C 6 0 [y=16.5�[ 0:� il 12 127 140 0 01 0 03 0 OS 0 00 0.0G 58 19 1 9fi A3TSLJ.00 @ Ad' 17 PLf C 0.0 [a l7 C� 0.0 L [y-13.2][IOOX] 14 PLF C 0.0 to lA C 0.�L [y=13.2�[IUOX� 12 1] 0 -0 0.00 0.03 0 Ol 0 00 0 O7 58 2 21 77 43ISC7.00 C 40' 10 PLF C 0 0 to 10 @ 6.0 [y-5.0][ OX� JO PLF @ 0 0 la 30 @ 5 A [y= 5.0�[ OtJ 17 19 0 0 0.00 0 00 0.00 0 00 O.OU 56 2 0.e1 A3ISC3 00 @ At3' flrg g 1 VerL R= 15.8�i Nor.R- A7 1�F 13rg ,y 1 VerL.N- 194 A p Ilor.2= A1 2p Rrg.q 2 Verl.R= 7 A p IIOr.R- 0 Up Hrg y 2 VerI.N= Y0.6 q IIOr.R� 0.0@ CndPls Maz� Plazt A%L 6NU SIIR CRIP C51 CUM6 GlL Leng[h,rade Orace 13r9.�3 V�rI.R� 70 7 g IIOr.R= -0 Dry Itrg +�3 VerL.R- 157.0,q IIor.R- -O.U� 2 3 28l 281 O.D1 0.J5 0.11 0 00 0 3u A6 1 dfi 01 3321 Sxl 62 °-_-_ _ _.-_-_�'-'-°-"._ a n_-°-'-`-_-_-_._-" '' _ __ _'-°-_-_-' _ '-_ _ _-°-'`-'- ---. 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G 0 L �y-IJ.5��1�0':� A O.YJ IJ.I2 0 00 I./993 0 00 L/999 0 00 0 UO 26A 1 11rq.H 1 VCrI.R= �3 0� Nor.R= 42 0� 10 VLf� �0 l0 10 C 7.0 �y-16.5�� U2� 5 1.tiA lU IY 0 00 L/'l99 0.00 I;'i9'J 0 00 0 00 2I1 18 lirg.,'.!, 2 Vcr1.R� 9 5 q IIor.R- 0 Op 10 PLf C 7 0 to 10 @ �6.0 [y�Ifi.SJ[ 0:� 6 2 00 13.20 0 00 L/399 0 O1 L/959 0 00 0 00 173 18 Ifrq E 7 Yert R= JS 7�7 Ilor.l!= -0 O;j -fiA PLf @ 0.0 lo -G•I l 0 0 L (y�13 2�[1�0'4� � z no to iz o aa i/»� o no i��»� a oo n no riz ia = �_ _ e a .._.� _._.e---°-_--.-°_-_-°°-°-° to r�r��� o o io iu ue ,a �y- ti.o�� u:� a z ie io tt 0 00 L/999 0 ot �/»� u o0 o oo so t9 [nwves nsc[ Perp/L ��oe zn.00��nsi t oo��riw t� nr� p i veri.i�- tav a;i uo� a� �ir,d„ 9 3.BA ll.77 0 00 L/999 0 Oi L/'l99 0 00 0 00 UY 19 19 Plf� 0.0 lo I9(� 6.0 l [y-13 5��100tJ Or9 p 2 Ver L R- I8.2 p Ho� N= O.Op 10 d 00 1l.2n 0 00 L/995 0.0(1 L/7'J9 0 00 0 00 IA9 19 10 PLF L 0 0 to 10 C 6.0 [y=1G 5][ OY� I{r9 g ) Verl.H- 339 0 g IIor.R= -0 0= 11 ,1 00 10 12 0.00 L/995 0 00 L/999 0 00 0.00 27R 19 29 PLF(? 0 A Lo 29 @ 0.0 L IY'1J.2J[100X1 '-°-`-_-_ °-"-"-_ _ _' ° -�_-_-- �'-° __-° ' 12 A 16 10 12 0 00 L/999 0 00 L/939 0 00 0 00 275 19 10 PLF C 0 0 [0 10 @ 6.0 [y-5 0][ OX� [CRC ASCE 411nd LL ]�UC 24 OOJ[A51 1 00�[tIM 1] 17 5.81 1J.36 0 00 L/999 0 00 L/999 0 00 0.00 715 19 13rg,� 1 VerL Ra l7 5 p Ilar R= 81 0�� 100 PLF� 0.0 l0 100 l l 0 L �y-1J.31[�00'4] lA 5 97 U.7fi 0 00 L/9`J9 0 00 L/999 U 00 0.00 332 19 Org.p 2 VerL.R- 7 9�IIOr.R= O.Oy -GJ PLF C. J.0 fo -57 @ f,0 L [y°13.5�[1f10Y� 15 5.97 13 10 0 0 6rq ; 3 Vcr1.R= 12 9 y IIOr.R= -0 O;J 10 PLF c9 0 0 to 10 M` 7A [y=1fi.5�[ 0:� IG S 5! I0.38 - 0 0 °_-_ _-'-° °-s-= °-`'-"'°'-° °`�'-_-`-_._.� 10 PLf cP l.0 to 10 h? f,� �y=I�.S�[ n:� i� , �� �o tz o 0o t/��v o 0o i/��3 a ao n an �2 2 �wucas nsc[ Perp/R���[OC 2d oo��nsi i ao��nn t� as r�r c: o.a io ,in�� o o i �y-i�.z��ino:� 18 6 OA 13.31 0 00 L/999 � 00 l/999 0 00 0 00 0 0 I1 PLF C 0 0 to -Il C 6.0 L [y=13.5�[I00'GJ 10 I'LF @ 0 0 l0 10 @ fi 0 �y- 5 0�� OY] 13 6 04 10.17 - - 0 0 10 PL�� 0.0 [0 10 @ 6 0 [y^16.SJ[ 0".4] Brg p' 1 VcrI.R= 2A0.4 �j Ilor N= IY7.0'p 20 PLF C 0.0 lo -20 @ 0.0 L [y-13.2��100Z] Br9 :�2 Vcr1.R= 1A.2 d Ilor R- 0 0� 10 PLF li 0.0 [a 10 C 6.0 [y=5.0]( 0%� lir9 d 3 Vcr L R= Id6.h ,� Ilor R- 0 Op Ilrg.,� 1 VerI.R= 47.8,5 Ilor R= h3.2p '-' '-'-°-' ' ° `_ _ - ' _ _-_ `-'�' °-`---._ Itrq i! 2 Vcr1.R= 0.5 ,�Ibr R� 0 Oli [CRC ASCL lilnd RI ��il( J.1 OOJ�Atil I 00�[MH 1� n���S�vcri.a- i r,p uor H- -o ory �r,.� Nir c, o o �0 5.i ua .3 o i_ (v•i:i.���iou�,� .. _.e-°- - °°_-°°°__°° °°° ° °-- too rir c �o �� ioo� e o i fy-ia s��ioa�� �MNfRS ASCL Perp/Rt��[OC 2A.00]�A51 �.00�pin i� io r�F� u.o io io e± e o �y-ie s�� n,� 1 PLF C 0 0 to 1 C� 6 0 L �y=13.5�[]OOXJ 10 PLF @ J.0 to 10 l 6 0 (y-l6;�� OY� 10 PLF @ 0 0 to 10 @ 6.0 [y-16 5][ 0::] �50 PLF(: 0.0 to -5U C 0 0 L �y-17.2�[100Z� �8 PLF @ 0 0 Lo -8 C 0 0 L �y-]3.2J[]OOXJ 10 PLF @ 0.0 Lo 1D C 6 0 [y° 5 0�[ URJ 10 PLF C 0 0 [0 10 @ G.0 [y° 5 0][ 0�] Urg p 1 Ver[ R- lOt1.0 q IIOr.R- 159 0'�.' �rg.� 1 Ver[ N- 69 2�Hor.R= 24.2$ Ilr9 H 2 Vert H- 16.Y�IIOr.R= O.Op firg.,y 2 Vert R= 6.5 g Hor.H= 0 0;� Ifrg,� 7 Vert.N= 279 9 fl Ilor.li- 0 Or 13rg.p 3 Vert N- i0.1 p tlor.R= -O.Oy ' � `-'-'-_._._.� _._ _.-._ _ __._.'.'._.-.'.° � ^ [MWFRS ASCF Pcrp/R �][OC124 00][A51 1 00][NIA 1] 71 PLF� 0 A [0 31 @ fi.0 L [y-13 5�[100X� , _ -_ io ru� o o �o io� e.o [y=Ifi.5J[ ox� � `- "' 20 PLF l: 0.0 to 20� OA L [y°13.2][100:C� 10 PLF� 0 0 to 10 C 6.0 [y-5 0)[ O::J Brq q 1 Ver L H= 15 0 q Hor.R= 58.3,�� Or9.1 2 VerL.H= IO 6�{IIOr.R- 0.0� lirg.n 3 Ver L R= -6A.8 y Hor.R= -0.0n [t1WFR5 ASCC Perp/R �[OLe24 00�[M1SI 1.00][FlM l� 19 PLF C O.D [o -19 @ 6.0 L [y-17.5�[100%] 10 PLF @ 0 U [0 10 C 6 0 [y-16.5][ 0"G] -8 PLF C 0.0 [o -e C� 0.0 L [y-13.2][100X� 10 PLF @ 0.0 [0 10 @ 6.� [y- 5 0�[ O:C] Or9� I Yerl R= 10 5 p Ifor.R= 29 4� i Brg�2 Yerl.P- 9 0� IIOr.R- O.U# �r9 '� ]VerLR- 1fi.7 M Hor.ft= -0 0;� [MWFR59ASCC Pur1t+J[OC 2A 00][A51 1 00][IIM 1�" , - n r�v� o.o co ii c b.o� [y=�3.s���oox] 10 PLF C 0 0 [a 10 @ 6.0 [y-16 5][ OYJ I\ 26 PLF @ 0 0 [o -26� 0 0 L [y=13.2][100X� 10 PLF C� 0.0 to 10 C� 6.0 [y-5 0][ 0�� Ilr9.� 1 Verl.lt= A8.1 �;Ilar.ft= 80.2a lirg ,�J, 2 Vert.R= 0.7 @ IIOr.R° 0.0'k' il)rg g 7 Vcr[.R=__2_3 p Ilar_R_, _0 Op __ c I �nwras nsce rari+-7�oc 2a oo�[nsi 1 00�[NM i� 1 PLF� 0.0 [0 1@ 6.0 L [y=13.5][100Y� 10 PlF C 0.0 [0 10 @ 6.0 [y-16.5][ OX� �n r�r� o.o io �n e o o� [y-i�.z���oos� 10 PLF @ 0 A [0 10 @ 6.0 [y-5.OJ[ OX� I flrg p,. 1 VerLN= 7J.6 p Ilor.R= 41 Zy I ¢ Or9,�',. 2 Yerl It= 7 I �J IIOr.R- 0 0� 6ry�1 l Vert.H= d5 7 p I1or.R= 0.0;� I I [IiWFftS ASLE Parl t][OC 2A DO][ASI I 00�[FlM 1� ]1 PLf(: 0.0 [0 31 @ 6.0 L [y-17.5][100YJ io r�v� o o co �o� e o [y-IG.5][ o�] Z6 PLF C 0 0 ta 26 C 0 0 L [y=17.2][100Y] � 10 PLF C 0 0 to 10 C 6A [y- 5 0][ OS] ` lirg � 1 Verl.R- -10.7�Ilor R� 85 3� � I Ur7.� 2 Verl.lt= 10.8��Ib�.R- 0 O,y �I Br9 ry 3 Ver[ RO=_'G9 3 q IIOr.R°_'_'0°Op '`_` I [MNFRS ASC( Parl ][OL 2J 00][ASI i oo��nn i� I 19 PLF @ 0.0 [0 19 @ 6.0 L [y-13.5J[1002] ' I !0 PLF C� 0 0 to l0 t�? 6.0 [y-16 SJ[ 0%� I lA PLF c^ 0.0 [o lA C 0.0 L [y=112][IOOX] 2, IO PLF C 0 0 to 10 C 6.0 [y= 5 0)[ Dt� � �rg �7 I Vert.lt= Id.O p IIOr.R- A6 4� -� - _ lirg � 2 Vcr1.N= 9.Y�IIar.R= 0 0{ Urg g 7 Vert.H- -20 7 �J IIOr.R= -0 0:� ., � Fastener Placem ent Detail Typical Fastener Placem ent Sections A - Lip clearance = 5/ 16" (Bmm) for TSC3 00 & TSC4 00 �� Lip clearance = 9/32" (7mm) for TSC2 75 1 B - Edge distance (1 0 x Fastener Dia.) � ��� � C - End distance (3 0 x Fastener Dia ) � �� 5 - Minimum faslener spacing (3 0 x Screw Dia.) � B �` �/ AMS AMD I � %�- � Single Shear Fastener pouble Shear T"" Fastener , 1 �A Allowable shear loads per fastener Ibs (kN) for 14AMD Double ShearT"^ Fasteners — _— — � -Available area TrusSteel i TrusSteel Chord Thickness for fastener Web� Thickness zz9' z8T5C 20g- 33TSC 18g- 43TSC 16g- 54TSC 14g-68TSC 12g- 97TSC 20g- 33C � 701 (3 12) 701 (3 12) 701 (3 12) 701 (3 12) 701 (3 12) 701 (3 12) Fastener Dia Min fastener spacing Fastener edge. 20g- 33W � 700 (3 11) 772 (3 43) 878 (3 91) 995 (4 43) 995 (4 43) 995 (4 43) in. (mm) � end distance in (mm) distance in. (mm) 189_ y�W I 779 �3 47) 977 (4 35) 1263 (5 62) 1348 (6 00) 1348 (6 00) 1348 (6 00) #14 d=1/4 (6) u14 S=C= 3/a (19) #14 d=1i 4 (6) 16g- 63W � 77� g (3 47) g77 (4 35) 1263 (5 62) 1348 (6 00) 1348 (6 00) 1348 (6 00) Allowable shear loads per fastener Ibs (kN) for 14AMS.75 Single Shear Fasteners Delail D - Recommended faslener placement for minimum fastener count. Begin placing the faslener in Ihe cenler of the TrusSleel � TrusSteel Chord Thickness available area Fastener quantity shall be specified by Web �— — the approved truss drawings. Thickness Z29' ZgTSC 20g- 33TSC 18g- 43TSC 16g- 54TSC 14g-68TSC 12g- 97TSC 20g- 33C 203 (0 90) 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) 252 (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 edges 18g- 47W 418 (1 86) 418 (1 86) 418 (1 86) 418 (1 86) 418 (1 86) 418 (1 86) Fastener quantity shall be specified by the approved �6g- 63W 418 (1.86) 418 (1 86) 418 (1 86) 418 (1 86) 418 (1 86) 418 (1 86) truss drawings. General Notes. �S / 1 14AMD Double ShearTM Fasteners mentioned above consist of 14AMDB1 25, 14AMDR1 5, 14AMD82 125, �--S 14AMDR2 375 and 14AMD2 625 2 14AMD fastener values for tube (V� webs were determined by test following guidelines set forth in Chapler F of the American Iron and Steel Institute (AISI) 2010 supplement to lhe AISI 2007 "North "�� O American Specifications for the Design of Cold- Formed Steel Structural Members" (5100- 07/ S2- 10) CQl ��� 14AMS fastener values and 14AMD fastener values for 33C1 5x1 5 were determined by calculations set __ _ _1 ,�0 forth in Chapter E4 of the Am r' n Iron and Steel Instilute (AISI) 2010 supplement to the AI51 2007 �S�_ "North American Specificaa*t�s�9 ��� �/Q��ign of Cold- Formed Sleel Slruclural Members" - (5100- 07/S2- 10) ���i�` . �,q,�O�, 3 The AMD and AMS�A�` t�rs �r�e�P�lfo tlrll P/�ex washer head screws made from 1022 carbon steel Deloil D Det:iil E wire that is case`.� nspd° al[a� ��� Y4. drill through and install into TrusSteel chords and webs. The threaV�s��° t?yt�ress ty��wiPtQ t�yl�cen threads per inch. They are m anufactured to perlorm in accordance �ith tF� Society of Automotrv� Eng�eers (SAE) J78 standard for steel self- drilling tapping screw�,,°`and �ave ��,inc7�y��c�jandqchrorr�le finished corrosion protection applied in accordance wi� ,S"Poiul F1941 a Tube And C-Web Fasten o � � Standard Detail: a 4r'=,'��� ,r , ° � °ao3/2����i�: OF Q y TS011 � �,��]'t��� Placement And Allowable d��. ,�.•�Q�of�i�P �°��� Date: Shear Loads For Fasteners �,;�ss�°° tl � °°��a�,�� 07/16/12 www.TrusSteei.com ��� p N q� ,`�e INV Builtling Components Group,Inc.shall not be responsible for any pertormance �����°1j ia�i�2si2o t4 TrusSteel Detail Category: Florida:1950 Marley Drive!Haines City,FL 33844/(800)755-6007 feilure in e connection due to a deviation from ihis detail.Any veriafion from Missouri:13389 Lakefront Drive/Earih Ciry,MO 63045!(800)326-4102 �his detail shall be approved in advance by ITW Building Componenis Group,Inc. F85fef1ef PIBCefTlBfll .> ., �l s� , �6R` 4• 3�4" �yQ� �, 11 p� l�yp� �Ty(�g�mJ ����J 6�m�� I ;I ��� � J ~/yp� /7gi9� 11 A., � �_= E � �\ (Ty��J � E •''' �,., I � �i p J �,� �� '�. r� m s ♦ /~ � / �y✓, � �Rt.�"�\ + � f' .,,f� �� �Da�/ i/� / � � :� � �1 ,�y � �' �'r�`,. j �' / � i ' F ��, ��,' mF� � `.' ' �i� q�rn ` J \ / `�Q li Q\/� ���Q ��6, �� � �� / /. � Q J��\ 1/2"(13mm)(TYP ) , /p ` iryrJ�,�� ^ �. � 3� 1/4" (6mm) �TYP ) �a � 1/2"(13mm)(Typ j Fasleners Through The Lapped Area Fasteners Through The Chord Area Fasteners Through The Web Area 33TSBUC3 5 or 43TSBUC3 5 33TSBUC3 5 or 43TSBUC3 5 33TSBUC3 5 or 43TSBUC3 5 Bent- U Pitch Break Connector Bent- U Pitch Break Connector Bent- U Pitch Break Connector 6m�1 3j 4" 3/ 11A ��� �Tyr��h�h (Ty�h�J 3j 1/4° (�m1 �TYP 1 ^ , � ��, u I ��E7 - i�� (7g Q" �«_ _ = E � � Q / h / / f .-'`���� � �� '^^._\.,, T`�Ty� � '�' 4� I � m �� � � � �`�` �� '� �_ � � �� l� ` ' � .� •/ � � � �� r ( fl,�� / F � � F D: � � I � F � � F r'✓� II � \ ��oF� � `' � F ��rn \ / ` � —�-I I—.— � Q ��6' � � �3 \/ � �a `� 1/a^ (smm) (TYP �a `� �0 33� � ` � �p `�a � 1/2"(13mm)(TYP ) — � � ^� � � ^ 1/2"(13mm)(Typ ) Fasteners Through The Lapped Area Fasteners Through The Chord Area Fasleners Through The Web Area 33TSHC3.5K or 43TSHC3 5K 33TSHC3 5K or 43TSHC3 5K 33TSHC3 5K or 43TSHC3 5K Hinged Pilch Break Connector Hinged Pitch Break Connector Hinged Pitch Break Connector General Notes. 1 Fastener spacing and end distance is 3/4" (19mm) minimum, except as shown 2 Refer to approvec� ings for required fastener type a�d quantities for each fastener contact are`a��q `VFQ����rCA����Q,�1pP 1\ ��V 3 Fastener�'S� t�y�^A a�asa�tbab'Cdi�i�eb,with other contacl areas may use a common fastener for b���'s.p°�t{i���e°YltQ�pfa�duction In the total number of fasleners required at the p� r��k �p�i. � no �i 4 �q Fasrener�oqtaq�t��� Q °�, n 4 m � ~ Standard Detail: ; � { o TSC2.75 Pitch � n � � �,�:� ,-�,-�.� r ✓, 003�2��z��1�- OF �ate: TS004 �����('��z��. Break Connector Fastener�,�, ,�.•� ,� P ��°`� ` � m �OE21� . Contact Areas � �' °° �' ' g° �'``e 07/16/12 www.TrusSteel.com ''��s��NA� ���`' ITW Building Componenis Group,Inc,shall nol be responsible for any peAormance l�,��"i a�ia b'�i�ZS 2o i a TrusSteel Detail Category: Florida:1950 Marley Dnve/Halnes City,FL 33844/(800)755-6001 failure in a connection tlue to a deviation from this detail.Any veriation from Missouri:13389 Lakefront Drive/Earth Ciry,MO 630451(800)326-4102 �his tleleil shall be epproved in advance by I7W Bullding Componenls Group,Inc. PitCh Bfeak ConneCtions � e . Center of hole to be placed on web- side �c� edge of vertical �/q., �1 / �r— � Q (lypsmm� 3/4" 3/4" �a ` �/ � (19mIm.�) (.1-9Imm) ^ � , � I I a—�_ E ---- _ _,__—. E Webs not shown . Webs not shown for clarit ��^��` y / µ� for clarity �._ �� � � '�� �� " a � ,/ ' i � r / ' � v / �c ~ i -- . � �' �`/ J � �� /J,u�� �''< / TSC2 75 Chord TSC2 75 Chord q/�iJ a , TSC2 75 � � f , / �y\ �F Chord y`\ ! �\^0�t" �� L^o��Cael / \ \ Fasteners Through The Lapped Area Fasleners Through The Chord Area �1��' A .�.�Q� 33TSHC3 5K ar 43TSHC3 5K 33TSHC3 5K or 43TSHC3 SK J33 9� \ Chord ends here Hinged Pitch Break Connector Hinged Pitch Break Connector � Vertical web to pass through pitch break connector Fasteners Through The Web Areas 33TSHC3 5K or 43TSHC3 5K Hinged Pitch Break Connector ��a� �` ��9 `�1 / �.T'!-,o���i j i Q p ,�� ' � � ^ �- Closed edge � �i� of TSCC662 General Notes: i �� E �� � 1 Fastener spacing and end distance is 3/4" (19mm) rn ^ % minimum, except as shown. __WY__..�.- %� � I I `�" 7 _ ,,��U 2 Refer to approved truss drawings for required fastener i � lype and quantities for each fastener conlact area `" ��airrrr� ,`��1� �1�,� 3 Fastener conlact areas thal coincide with other 3/4"(T�P jmm) ��,��,�\qti� 'a a�'7I�/��j�/ a�easctThisawillnresulteinaa red ctionfanteherlolal both �, l�L.a o���[N S�.'�O ��umber of fasteners required at the pitch break joint. Fasteners Through The Web Areas 3D View Of TSCC662 V�th Webs., � 0 nQ'��„ TSCC662 Clip Used In Web- To- Web TSCC662 Clip Used In Web-To- �b e � 4 �= Fastener contact area K- Web Connection K-Web Connection .`'. b N0� 7����J 4+ „ a n o ° / ° � Standard Detail: o � t'�'' •� w � ° TSC2.75 K-Web Connector= °�os�z�zoi�� �� v` r TS004A �����.�. •, �. �f �' .'� Q. ° 'C� � Date: �-����� FastenerAreas �` °��o�}p m° � www.TrusSteel.com d�'�;s�a NA���'��°''� 07/16/12 'l���l811!l���8�2014 TrusSteel Detail Cate o ITW Building Components Group,Inc.shall nol be responsible for any pertormance g ry� Florida:7950 Marley Drive/Haines City FL 33844/(800)755-60D1 failure in a connection due to a deviation from ihis tletail.Any variation(rom Missouri:13389 Lakefront Drive I EaAh Cily,MO 63045/(B00)326-4102 this detail shall be approved in advance by ITW Building Components Group,Inc. PIfCh BfOak COflfl@CfI0f15 .� ., Fastener Placement Detail A - Lip clearance = 5/ 16�� (8mm) for TSC3 00 � TS�4 0o Typ ical Fastener Placem ent Sections �, B - Edge distance (1 0 x Fastener Dia.) C - End distance (3 0 x Fastener Dia ) � II S - Minimum fastener spacing (3 0 x Screw Dia ) �� �� 8_� [�cv� Qau�r> �� � B � � � � � �� , — —� AMS AMD LA Single Shear Fastener pouble Shear T"" Fastener Available area for fastener Allowable shear Ioads per fastener Ibs (kN) for 14AMD Double ShearT"' Fasteners Fastener Dia Min fastener spacing Faslener edge TrusSleel Web TrusSteel Chord Thickness in (mm) 8 end distance in (mm) distance in (mm) Thickness 2Z 28TSC 20 33TSC 18 43TSC 16 54TSC 14 68TSC 12 97TSC #14 d=1/4 (6) #14 S=C= 3!4 (19) #14 d=1/ 4 (6) -- - 9- 9- 9- 9- 9- — 9 ---- 20g- 33Z 622 (2 77) 736 (3 27) 837 (3 72) 948 (4 22) 948 (4 22) 948 (4 22) Detail D - Fastener placement when only one fastener is required 18g- 43Z � 779 (3 47) 977 (4,35) 1166 (5 19) 1243 (5 53) 1243 (5 53) 1243 (5 53) for connection Fasteners at top and bottom of connection must be �6g- 54Z 779 (3 47) 977 (4 35) 1263 (5 62) 1348 (6 00) 1348 (6 00) I 1348 (6 00) placed in opposite sides of web as shown Detail E - Fastener placement when mulliple fasteners are required for connectlon Begin placing lhe fasteners in the center ot the Allowable shear loads per faslener Ibs (kN) for 14AM5.75 Single Shear Fasteners available areas and expand toward the ouler edges Fastener TrusSteel Chord Thickness quantity shall be specified by the approved truss drawing TrusSteel Web _ Thickness zzg- zeTSC 20g- 33TSC 18g- 43TSC 16g- 54TSC 14g-68TSC 12g- 97TSC Right conneclion �S 20g- 33Z 248 (1 10) 248 (1 10) 248 (1 10) 248 (1 10) 248 (1 10) 248 (1 10) area at top 18g- 43Z 369 (1 64) 369 (1 64) 369 (1 64) 369 (1 64) 369 (1 64) 369 ('I 64) �� 16g- 54Z I 437 (1 94) 437 (1 94) 437 (1 94) 437 (1 94) 437 (1 94J I 437 (1 94) � General Notes. � L�_i�_ -When an odd number of r - � screws is required, the 1 14AMD Double Shearn" Fasteners mentioned above consist of 14AMDB1.25, 14AMDR1 5, �— number of screws placed 14AMDB2 125, 14AMDR2 375 and 14AMD2 625 in left and right area 2 14AMD fastener values were determined by test following guidelines set forth in Chapter can be different by 1 F of the American Iron and Steel Institute (AISI) 2010 supplemenl to the AISI 2007 / -S screw maximum "North American Specifications for the Design of Cold- Formed Steel Slructural Members" (5100- 07! S2- 10) 14AMS tastener values were delermined by calculations sel forth in Chapter E4 of the American Iron and Steel Inslitute (AISI) 2010 supplemenl to the AISI r � � J 2007 "Nortsh,g can Specifications for lhe Design of Cold- Formed Steel Slructural I ---� --- I- ---V �7--���-- - Member tVln• �i�� g�„� 0) 1 ` ° i / / �/ �� 3 The �9� n MS tY��s$��are self- drilling Hex washer head screws made from 1022 � L. � �y_C�� _�-When an even number ca��i �.I�lavqro df��'iS�baS�� hardened and are designed to drill through and install i��b �s�t e �,�,.H °a8d� �d,,. The threads are a buttress type wilh thirteen threads � Left connection of screws is required, G 7V' � -- lace e ual number of � � are ��nu4+ac to perform in accordance with the Society of ___ area at bottom P q m.�� �Ot�ive E gineers (SAE� 78 �andard for steel self- drilling lapping screws and have �-'--- � --- "------- - screws in left and righl °� � P�Q� ��J���7T� tl � P PP Detail D Detail E areas. �a zipc I a ateqfinis d corrosion rolectlon a lied in accordance wilh a ST41 F1941 0 �°,� • ° Standard Detail: ; o Z-Web Fastener Placement A n a .; �J��e `�"':' �- 0o3/2�T���. OF TS011A �� ` ';'-��=,�� Allowable Shear Loads % .s F em 5 " �+ll e�::J�..��v:.:., '��(,o�o �p u 1 p P o �C Date: www.TrusSteel.com For Fas teners �,���s��NAL��,e;•`` 07/16/12 �Zi �/�8/2014 TrusSteel Detail Cate o ITW Building Components Group,Inc.shall not he responsible for any pertormance 9 ry� Florida:1950 Marley Drive!Haines City,FL 338441(800)755-6007 feilure in a connection due to a devialion from this detail.Any variation from Missouri:13389 Lakefront Drive I Earth Ciry,MO 630451(800)326-4102 �his detail shall be approved in advance by ITW Building Componenls Group,Inc. Fa5t8fl8f PIBCefflBnt 1/4" (6mm) 1/4" (6mm) 1/4" (6mm) (TYP) (TYP) (TYp) �� � 1!4" (6mm) — �� — 3/4" (19mm) (TYP) , I 1/4" (6mm) (TYP) i 1/4" (6mm) (TYP) 1-- ---- (TYP) � �� � 5/ 16" (Bmm) 5/ 16" (Bmm) �� 5/ 16" (Bmm) 3/4" (19mm) 3/4" (19mm) i I�� � �TMP� -�-- -- ---� —� �- (TYP) I �____ / � I- (TMP� (NP� _L --�i � - L (TYP) —� � --� �� ' —�----r ' i �'� ' i � �, ,' ;' i � i i T- � �' �.�" -�-�7 I�� ,`� � � ' �z' �-� - � • • ``--J i � . , _ -a--- �- v z^ �aq I . . � �� ---- ---� -�--p � _— _ r__- �_ __ __ . ._.___. Closed Edge of I - I--3/4" (19mm) � �--Width of Vertical Closed Edge of TSCC664 Clip L__ �TYP� �f (Cut) TTC7 Clip Fasteners Through The Tube Web Area Fasleners Through The Tube Web Area Fasteners Through The Tube Web Area TTC7 Clip TSCC664 Clip Coped Chord 1/4" (6mm) t!4" (6mm) 1/4" (6mm) ��q�� �6mm) tl4" (6mm) 1!4" (6mm) (TYP) (TYP) (TYP j (TYP) (N-IP� (TYP) L _ � -�1�- � 3/4" (19mm) � (TYP) + � -- i — I I I 5/ 16" (8mm) 5/ 16" (8mm) 5/ 16" (Bmm) 3/4" (19mm) 3/4" (19mm) � I I�� __ � i (TYP) _L T� � (T�'P) I I �i i � � (TYP) (n'P) � � -ir-- _L (TYP) -`-�--�� � � � 'i i �r T- I �I— i i�--r I I I i�� � i�— I I �i ���� � I ' � � I I� i�i� i� I ' -� I I F i / i I � I I { i i �� I I < i i i �� ��I� i � I I I � i I I I �� i I I � � I I � i 1- 1!2" (Cut) � � i � v 1 Closed Edge of � -Width of Vertical TTC7 Clip Closed Edge of -- �---3/4" (19mm) (Cut) TSCC664 Clip (TYP) Fasteners Through The Z-Web Area Fasteners Through The Z- Web Area Fasteners Through The Z- Web Area TTC7 Clip TSCC664 Clip Coped Chord �3/4" (19mm) C,eneral Notes. �Typ) 1 Fastener spacing and end distance is 3/4" (19mm) minimum, except as shown. - -3/4" (19mm) I (TYP) ��_ i 2 Refer to approved truss drawings for required fastener � i � type and quantities for each fastener contact area � � I L I I �I � �p�pj�Y� 3 Fastener contact areas that colncide with other contact \ �/��6" if�j` areas may use a common fastener for both areas I I Closed Edge of - � I � �� ��>>tp� [}�I This will result in a reduction in the total number ot Closed Edge of i 3!4" (19mm) TSCC664 Clip _ �P.�� � a u m a �r,(��PI� fasteners required at the pitch break joint. TTC7 Clip (l'YP) � o r� o '(� 0 3/4" (19mm) - -3l4" (��pp��VCNS'�°nOj�_%\ _ Faslener contact area (lYP) (TYP.) o, �" ��. � e n� o ..° Fasteners Through The Chord Area Fasteners Thro�p � Chb�'�'Ar�6�`�5 � �shed Ilnes indicate portion of web or clip that is TTC7 Clip TSC lip , • ir�$ide clip or chord, respectively �, �� , o TSC3.00 or TSC4.00 Clippe�, pa STATC 01= aa � Standard Detail: �'���t � d �o�/2a�2oi4 . TS016E ,r, ,r E r a . �r,.-�,_-���,$ and Coped Connections .��,.Q �o�io?OG�r' Date: Connector Fastener Areas '�'�;s�p' ° ° ° E��,.` 07/16/12 www.TrusSteel.com ��,,���N A�►��$20�4 Florida:1950 Marley Drrve I Haines City,FL 33844!(800)755-6001 �T'�guilding Components Group.Inc.shall not 6e responsible for any pertormance TrusSteel Detail Category: failure in a connection tlue to e devia�ion trom Ihis tletail.Any varialion from Missouri:13389 Lakefront Drive/Earth City,MO 630451(800)326-0102 Ihis detaii shell be approved In etivance by ITW Building Components Group,Inc. PIfCh BfBBk COfifleCtlO(1S - „ Heel Height "H" for TSC2.75 Pitch TSC2.75 CANT2 75 SWAGE2 75 MIN2 75 2/ 12 (9 46°) 5- 9/ 16" (141mm) 5- 7/ 16" (138mm) 4- 5/ 16" (110mm) 4- 3/16" (106mm) 3! 12 (14 04°) 5- 9/ 16" (141mm) 5- 7/ 16" (138mm) 4- 5/ 16" (110mm) 4- 3/ 16" (106mm) TSC2 75 01' TSC4.�0 4/ 12 (18.43°) 5- 5/8" (143mm) 5- 3/8" (137mm) 4- 3/8" (111mm) 4- 1/8" (105mm) — 5/ 12 (22.62°) 5- 3/4" (146mm) 5- 5/ 16" (135mm) 4- 1!2" (114mm) 4- 1/ 16" (103mm) 6/ 12 (26 56°) 5- 13/16" (148mm) 5- 3/ 16" (132mm) 4- 9/ 16" (116mm) 3- 15/ 16" (100mm) 7/ 12 (30 26°) 5- 15l 16" (151mm) 5- 1/8" (130mm) 4- 11/ 16" (119mm) 3- 7/6" (98mm) 8/ 12 (33 69°) 6- 1116" (154mm) 5- 1/ 16" (129mm) 4- 13/ 16" (122mm) 3- 13/ 16" (97mm) 9/ 12 (36 87°) 6-3/ 16" (157mm) 4- 15/ 16" (125mm) 4- 15/ 16" (125mm) 3- 11/ 16" (94mm) 10/ 12 (39 81°) 6- 5/ 16" (160mm) 4-7/8" (124mm) 5- 1/ 16" (129mm) 3- 5/8" (92mm) 11l 12 (42 51°) 6- 1l 2" (165mm) 4-3/4" (121mm) 5- 1/4" (133mm) 3- 1/2" (89mm) H 12/ 12 (45°) 6- 5!8" (168mm) 4- 11/ 16" (119mm) 5- 3/8" (137mm) 3-7/ 16" (87mm) Heel Height "H" for TSC4 00 Pitch TSC4 00 CANT4 00 SWAGE4 00 MIN4 00 2! 12 (9 46°) 8- 1/ 16" (205mm) 7- 15! 16" (202mm) 6- 3/4" (171mm)' 6- 3/4" (171mm)' --- ---- --- — -- 3l 12 (14 04°) � 8- 1/8" (206mm) 7- 7/8" (200mm) 6- 1/8" (156mm)' I 6- 1/8" (156mm)' CANT2.75 Of CANT4.00 4l 12 (16 a3° � 8- 3l 16" zo8mm 7- 13l 16' ) i ( ) I ' (198mm) 5- 11/ 16" (144mm) 5- 9/ 16" (141mm)' / I 5/ 12 (22 62°)_ 6- 5/ 16" (211mm)— 7- 11/16" (195mm) 5- 13/ 16" (148mm) 5- 3/ 16" (132mm)-- 6/ 12 (26 56°) 8- 1/2" (216mm) 7- 9/ 16" (192mm) 6" (152mm1 --, 5- 1/ 16" (129mm) I 7112 (30 26°) i 8- 5/8" (219mm) � 7- 7/ 16" (189mm) 6 1/8„(156mm) � 4- 15/ 16" (125mm) � 8/ 12 (� 6- 13/ 16" (224mm) 7- 5! 16" (186mm) 6- 5/ 16" (160mm) 4- 13/ 16" (122mm) / 9! 12 (36 87°) 9" (229mm)-- - 7- 3/ 16" (183mm) 6- 1/2" (165mm) _ 4- 11/ 16" (1_t9mm) - i10! 12 (39 81°) 9-3! 16" (233mm) 7- 1/ 16" (179mm) 6- 11/ 16" (170mm) 4- 9/ 16" (116mm) H 11/ 12 (42 51°) I 9- 7/ 16" (240mm) 6- 15! 16" (176mm) 6- 15/ 16" (176mm) 4- 7/ 16" (113mm) --------- ----- ---- — —- --------- I / 12/ 12 (45°) � 9- 11/ 16" (246mm) 6- 13/ 16" (173mm) 7- 3/ 16" (183mm) 4- 5/ 16" (110mm) Y • = Heel heights that are affected by the 8" maximum swage length SWAGE2.75 or SWAGE4 00 MIN2 75 or MIN4.00 � I f<' � ��`1t��p�q9111)r� ral Notes. � P� w C�n"'p�,� � / �`y \ ! p� a e '�"ry�e�e� ames given are as they appear in TrusSteel View Q-� 0 0 •r ' H H � / � 4.���`�e p�,\G�N S��0 O-/�l.rc�p�section of the truss top chord and bottom chord Bottom Chord Swage Y �ottom Cht�sd v�age �r ,a Lenglh Required � Length�equir�d NQ ���/�� Bott,�m c�ord swage length not to exceed e" � o a • a .; Standard Detail: I £��:;��.a�,,. ir� �;f° TSC2.75 And TSC4.00 � �o03��T�r�. or o° ; TS006 �����J�-�`�`�=+ Standard Heel Height Detai�� ��°•QF�or,�o?°��r'� oate: ' �' � p. n � oa �c�,,� www.TrusSteel.com ��✓i d J�O NlAL �ee�°` 07/16/12 17W Building Components Group,Inc.shall not be responsible tor any pertormance ���8�2��4 TrusSteel Detail Category: Florida:1950 Marley Drive I Haines City FL 33844/(800)755-6007 faiiure in a connection due to a deviation from ihis detail.Any varia�ion from Missouri:13389 Lakefront Drive/Earih City,MO 63045!(B0�)326-4102 �his detail shall he approved in advance by ITW Building Components Group,Inc. Hee15 TSJH22 TSJH24 TSJH44 TSC2 75 Girder Truss TSC3 00 or TSC4 00 TSC3 00 or TSC4 00 � Girder Truss� Girder Truss � � � �.r TSC2 75 Supported /-TSC2 75 Supported Truss Truss �� �� �s r�� �, . � e� � � � r �� �/ i �� a �� i �' � q t �� � 3 �/ � � � TSC3 00 or TSC4 00 � Supported Truss TSJH22 Allowable Loads Up and Down Ibs (kN) Girder Truss Load Direction 28TSC 33TSC i 43TSC 22ga 20ga 18ga i Down 730 (3 25) I 910 (4 O5� 1360 (6 05) - h-------�------- Up - Gravity & Wind 670 (2 98) I 760 (3 38) I 1000 (4 45) General Notes: 1 Circled numbers represent the quantity of #10 self- drilling tapping TSJH24 And TSJH44 Allowable Loads Up and Down Ibs (kN) screws applied through the pre- drilled holes in hanger into the ---.----.---- ------_ TrusSteel chord. The sam e quantity of screws is to be applied on the Girder Truss side of the hanger that is not visible —�---- Load Direction 28TSC j 33TSC 43TSC i 54TSC � 68TSC � 97TSC 2. Do not overdrive screws. Overdriven screws may strip out of TrusSteel 22ga 20ga 18ga 16ga I 14ga i 12ga chord i ------ --- -- —-- �-- — Down 1090 (4 85) 1130 (5 03) 1330 (5 92) 1340 (5 96) 1340 (5 96) 1340 (5 96) `�`���fr�i��g,�� may be located anywhere along girder chords Up - Gravity & Wind 550 (2.45) 770 (3 43) 990 (4 40) � 1200 (5 34) 1200 (5 34) 1200 (5 3d� `, ��R[�„/��`pGPpsSteel detail drawings T5023, TS024 or TS024A for \v �,s.�� P `���� p C mp4/qt o�Oog,nnections for multiple member girders �� /� / �,14�� �� �.�5 CoI�c;FoPrB�j�el Calculations are per the 2010 supplement to the AI51 y, 8 2007 "Nor� Artr�ican Specifications for the Design of Cold- Formed ` + N0, 76c�1�i��o�,�ei I�embers�� �s�oo- o7i s2- �o� b P + � -`� a = Standard Detail: �"�`;'::� ,� ,.r� s ° TSJH22, TSJH24 And TSJH� • 03/�Tj��i� OF � : TS022 ���J����=-�� H a n g e r A p p l i c a t i o n r'�d �°�a<�F�i o?n°���� Date: �`� m � , e www.TrusSteel.com ,�,�d��S,a N����,a���a 07/16/12 ITW Builtling Components Group,Inc.shall nol6e responsible for any peAormance !��,����/�$/2014 TrusSteel Detail Category: Florida:1950 MaAey Drive 1 Haines City,FL 338441(800)755-6001 failure in a conneclion due to a devialion from fhis Oelail.Any variation from Missouri:13389 Lakefront Drive/Earth City,MO 63045I(800)326-01�2 ihis detail shall be approved in advance by ITV118uilding Components Group,Inc. TN55-TO-TR1SS COf1f10Cti0f1S TSJH22 TSJH24 TSJH44 TSC2 75 Girder Truss TSC3 00 or TSC4 00 � TSC3 00 or TSC4 00 � Girder Truss � Girder Truss � � i �TSC2 75 Supported � -TSC2 75 Supported Truss Truss � �� o ° �� o � I �� ° o �� R � �� � 0� I / � �. � �( � �( 2 � �J �� z TSC3 00 or TSC4 00 Supported Truss TSJH22 Allowabla Loads Up and Down Ibs (kN) Girder Truss Load Direction 28TSC 33TSC 43TSC 22ga 20ga 18ga General Noles Down 370 (1 65) 460 (2 05) 630 (2 80) 1 Circled numbers represent the quantity of #10 self- drilling tapping Up - Gravity & Wind 340 (1 51) 380 (1 69) 410 (1 82) screws a lied throu h the pp g pre- drilled holes in hanger into lhe TrusSteel chord The same quantity of screws is to be applied on the side of the hanger that is not visible TSJH24 And TSJH44 Allowable Loads Up and Down Ibs (kN) —___ — 2 Screws must be located in ihe holes as shown in the figures above Girder Truss Screws shall not be placed differently than shown above Load Direction 26TSC 33TSC 43TSC 54TSC 68TSC I 97TSC 3 Do not overdrive screws. Overdriven screws may strip out of 22ga 20ga 18ga 16ga 14ga 12ga TrusSteel chord. Down 370 (1 65) 460 (2 05) 630 (2.80) 630 (2 80) 630 (2 80) I 630 (2 80) �tatt�q�.��p����s may be located anywhere along girder chords. Up - Gravity & Wind 340 (1 51) 380 (1 69) 410 (1 82) 410 (1 62) 410 (1 82) � 410 (1 8 §�� �\ �, b„(�,n,'���s5teel detail drawings TS023, TS024 or TS024A for ti ^'.�t%Y ��`r��� P� G E n'I�-o:�y,�nnections for mulliple m ember girders o \ ,vS V r �,"'�� p � 6 CoI�F�i�{r�d�eel Calculations are per the 2010 supplement to y°j' 0 t e�t��41S1 �007 �(Jorth American Specifications for lhe Design of .."'. � Na, ��7i1�Forrr�d S.rciel Structural Members" (5100- 07/S2- 10) °r a • TSJH22, TSJH24 AI1d TSJH • T �f- �`1�t ° = Standard Detail: � � • I I V I' s -o ��� `��'�'�r � �' j� Hanger Application With � °o 3��i�b 1� .° 4, ° T s o 2 2 a � ���t. �w�, ��°o F( , �A m C� Date: {� �a Of`1 0° \ �• � Reduced Screw uan i i � � b � d Q t t es ,, s ,, 07/16/12 , www.TrusSteel.com ''d�,`,��UNAL �;,�°�' alll r yy� '� , 1!!b ITW Building Componenls Group,Inc.shall nol be responsible for any perlormance �J,i/�g�2��4 TrusSteel Detail Category: Florida:1950 Marley Drive/Haines Ciry,FL 33844/(B00)755-6001 failure in a connectlon due to a tleviation from this detail.Any variafion from Missouri:13389 Lakefront Drive!Earth City,MO 63045/(800)326-0102 this detall shall be approvetl in advence by IiW BuilGing Components Group,Inc. Tfl1SS-TO-TfuSS COfIflBCflOf15 i �Girder Truss Girder Truss \� ��. , L / � � � � I I I j , I J I / / / / (x, ����— I (Xl � - — ��14tW���L��(�(�4(�('� �l('�" i IX1 �'�--� TSC2.75 2- Ply Connection TSC2.75 3- Ply Connection X Denotes Number Of Fasteners To Be Applied At Each Hanger Localion General Notes. Maximum Reaction R and Uplift U from X = Number Supported Truss Ibs (kN) 1 If more than one fastener is required, spacing and end of required _ _ distance of fasteners = 3/4" (19mm) fasteners For 28TSC For 33TSC j For 43TSC girder truss girder truss � girder truss 2 Fastener connection shown to be applied within 12" (305mm) — I '— ------ of the supported truss. 1 —�—�—--350 (1 56) ------440 (1.96) 650 (2.89) `���r'T�rf'r � -�- ------- ,� 2 700 (311) 880 (3.91) I 1310 (583) `����`0` W� �%���'p���s) shall not be located at a panel point. y, 3 1060 (4 72)--�1320 (5 67) I —�-- q`���\�� C°��m os������ = 14AMDB2 125 1360 (6 05) �� 0p � �(�� /�� � 1360 (6 05) � 13fi0 (6 O5) i o� � `' S Cbidn6o/iS�e�Wj,Steel Calculalions are per the 2010 supplement a � Na� ��QL}C�)�he 4151 �07 "North American Specifications for the Design ,. � oi'Cold.Forrri,'�d Steel Slructural Members" (5100- 07/S2- 10). .� ,� p o TSC2.75 Ply-To-Ply i pa STATE: OF o: m Standard Detail: � � .- � 28 2014 � TS023 ��'���t��'�;`��f Connection When Hangers � �,���!m�'� P m° `a ` Date: Are Used To Su ort Trusses °'��s �oRi�°n ��� www.TrusSteel.com pp ''dd,s�aNA�/$�;oi4 07/16/12 ITW Building Companenls Group,Inc.shall not he responsible for any pertormance TrusSteel Detail Category: Flarida:1950 Marley Drive/Haines City,FL 33844/(800)755-G001 failufe in a connection due to a deviafion from Ihis detail.Any variaiion hom Missouri:13389 Laketront Drive 1 Earlh City,MO 63045/(800)326-4102 ihis tletail shall 6e approvetl in ativence Dy ITW Building Companents Group,Inc. Ply-TO-PIy Cof1f18CtI0f1S �� ��Girder Truss Girder Truss � �l � �,� � � �� � � �Bolt length = ///���Bolt length = / 6" (152mm) / 8- 1/2" (216mm) _�. _ �'_� _ ' f P ��� '— �--il (x) 1_-�r — -------- uW1U����y (x) �_-i��� -------- --- -- —UUW i�wv' ��� --i� ��L—,i�� �-t,\�--!��� --! ��—_ —_%"�—_—,L� TSC3.00 or TSC4.00 2- Ply Connection TSC3 00 or TSC4.00 3- Ply Connection X Denotes Number Of Bolts To Be Applied At Each Hanger Location General Notes: X = Number of Maximum Reaction R and Uplift U 1 If more lhan one bolt is required, spacing and end dislance of bolts = 1" (25mm). required bolts from Supported Truss Ibs (kN) p golted connection shown to be a lied within 12" 305mm of the su pp ( ) pported truss. 1 660 (2 94) 3 Bolt(s) shall not be located at a panel point. 2 1310 (5 83) 4 Bolts(X ����m��A y���'jr de A 1/4" (6mm) thru bolt wilh washer under head and �ut. 3 1360 (6 05) '�,���(� VY� �jq[���P�' 5 H��s��'h�t�o}�t��3��tab�Tp�- �'�a�led - diameter = 9132" (7mm), ` \ r 6.,�`��orm�'d Sleel��cu��{i���e per the 2010 supplement lo the AISI 2007 "North �Ameracan,$peci[j,p�tjo��tor�the L�sign of Cold- Formed Steel Slructural Members" �(S10m- 07N���¢,- 1b �� � ,.. b 4 0 ° ° Standard Detail: , �� ;� o TSC3.00 or TSC4.00 Ply-To-Ply .- pT p� m ; TS024 � ��; �- ,r�� �„ �o03/�T/201�' 4 �� j �-` f��'��;� } Connections Using Bolts When .✓ .e F�Of�I� tl ,\ �" �'` `J ``� Hangers Are Used To Support Trusses �f��° � ��� Date: www.TrusSteel.com ',,��s�oNA��;��•��`� 07/16/12 Florida:1950 Marley Drive I Haines City,FL 33844/(80D)7555001 ITVYBuilding Componenis Group,Inc.shell nol be responsible for any peAormance ���8�2��4 TrusSteel Detail Category: (ailure in a connection due to a deviation from lhis detail,Any varialion from Missourt:13389 Lakefronl Drive!EaAh City,MO 630451(800)326-4102 this Oetail shell be approved in advance by ITW Building Componenls Group,Inc. Ply-TO-PIy ConnectioflS -� ., - . r Setback � (T) �TC; for 2 clip connection, place within ,#1 Hip 1" of top and bottom as shown For 1 clip Allowable VelU05 - - - - - - connection, place wilhin 1" of boltom chord, or Supporled Number R = U A. (1) Clip may be used when as analyzed. Bend clip to fit. Jack Type of Ciips Ibs (kN) supporled truss height is 45° (n'P) � Girder A less than 48" (1219mm) See Cornerjack � 500 (2 22) Cornerjackl �Q�a4� B;�aiBZ Supporled Jack IZ Cornerjack p 1000 (4 44) - - - - � g B3 � Hipjack 2 1235 (5 49) 10 � Endjack p 1235 (5 49) � ° R Cornerjack2 �U w �� z ,� � Detail A � Cornerjack and Hipjack Connection I, � o � � For TSC2.75 hipjack use TTC5 Clip See � I -- N � For TSC3 00 hipjack use TTC7 Clip. Detail A R + R 3 For TSC4 00 hipjack use TTC7 Clip (Typ) Cornerjack2 � _ � + U TSC2 75, TSC3 00 or � � ' z TSC4 00 Cornerjack Partial Roof La out T ical Jack To Girder Connection TSC2 75, TSC3 00 or Closed Edge General Notes. y YP TSC4 00 Hipjack � of Clip 1 The top and bottom chords of all trusses shall be properly connected to structural sheathing or purlins 2 If supported truss or girder web is a Z- web, refer to TS068 for connection areas � 3 All end distances, edge distances and spacing are 9l 16" (14mm) minimum i i � 4 Circled numbers represenl quantity of #10 self- drilling tapping screws per clip - 5 Truss must be analyzed wilh concentraled loads direclly in line with correctly placed girder vertical webs. TSC2.75, TSC3.00 or � Details A, 81, B2, & B3 give correct web placement information TSC4 00 Cornerjack � 6 For multi- ply #1 Hips, refer to Standard Detail TS025D for ply to ply connection requirements. � 3� 7 If girder web is a C- Web, screws shall not be applied to open face Position girder webs as shown in � To Place Hipjack Vertical Web details. Center of hipjack web in line with center of 8 Cold- Formed Steei Calculations are per lhe 2010 supplemenl to the AISI 2007 "Norlh American cornerack web as shown. The Specifications for the Design of Cold- Formed Steel Structural Members" (5100- 07! S2- 10) 1 L girder web center is marked with a as shown Detail B1 Detail B2 Detail B3 TSC2 75 Into TSC2 75 Connection TSC2 75 Into TSC3 00 or TSC4 00 Connection TSC3 00 or TSC4 00 Inlo TSC3 00 or TSC4 00 Connection ��-Setback -3/4" (19mm) f-Setback-�i-3/8" (10mm) �►-Setback - —1- 1/4" (32mm) Closed Edge Closed Edge Closed Edge of Clip TT�� of Clip of Clip 4 �� � 3 3 �TSC2 75 - TSC3 00 or - � �TSC4 00 � #1 Hip �1 i � #1 Hip � � I� 3 \ �I� F---�` I �� ' �" �?---- �.T—� TSC2 75 �s1 TSC2 75 TSC3 00 or ~ �TSC3 00 or Hipjack � Hi ack TSC4 00 `31 Pl ♦ TSC4 00 � �L HipjacK 4� #1 Hip �TSC2 75 9 .�,�\ /� � �� nc�����e��rC rrr P Endjack ¢�'\'+� " �/��� o��2'kQ• CCn' oo� Of/ tTSC300 or �q��0 �� �V S� �P� --� - TSC4 00 Endjack � To Place #1 Hip Vertical Web To Place #1 Hip Vertical Web � ag aa Plq�'ae #1 Hip Vertical Web Edge of #1 hip web in line with edge ot endjack web as Edge of #t hip web in line with ed�e of�ndjAtllQ�we3E�45 E6ge a'�#1 hip web in line with edge of endjack web as shown. The girder web center is marked with a -;- as shown. shown The girder web center is mas d rdvith a �- s h wn. s n +fhe girder web center is marked with a -�- as shown � a Standard Detail: ��.�~� � ° 45° Hipjack, Endjack And �,� 0�,��2�2oi� ��' � � Tso25 �ap� �_r���••rs ��"1 �tl���(r�'�' �� °a �ORIOP m°�� ` Date: Cornerjack Connection Details d� .o m , o� �, www.TrusSteel.com ✓,r�ff JIJA`„ E�,�e'� 07/16/12 �, �so � � /l�ddlll�/�8/2014 17W Builtling Components Group,Inc.shall no�be responsible for any performance TrusSteel Detail Category: Florida:1950 Marley Drive!Haines City,FL 338441(800)755-6001 failure in a conneclion due to a deviatian from this detail.Any variatlon from Missourl:13389 Lakefront Drive/EaAh Cily,MO 630451(800)326-0102 this delail shell be epproved In edvence by ITW Bullding Components Group,Inc. TR1S5-To-TfUSS COf1f18cfIOf1S Allowable Values Maximum Lengih Maximum Axial RH _ R= U Girder Web � of Girder Web Force in Girder Web x^ (per supported truss) (per supported truss) Iin (mm) Ibs (kN) Ibs (kN) Ibs (kN) �— i-- -- --- --- — ---- 33W.75x1 5 � 36 (914) 542 (2 41) 4 175 (0 78) 270 (1 20) 33W.75x2 25 39 (991) 850 (3 78) 4 250 (1 11) I 430 (1 91) A. The quantity "X" refers to the number of #10SDS required on each side of the girder web, as shown in the cut section view B. R = R� + RZ U = U� + UZ TSC2 75, TSC3 00 or - TSC4 00 Supported Truss 41 F, F L�'y + 5- 1/4"� � � (133mm) �\� 45° Max � --Cq� � �= L" � � � —; — � � ------------ - -- , � 3 3/8" � 4 5„ (86mm) R / � (114mm) z (TMP, TSC2 75— �, � �Q 4 45° TSC2 75, TSC3 00 or � Girder r2s� �� �TSC4 00 Supported �+?i�i � Truss �6g ASTM A653 SS Grade 50 Class 1 G60 Bare metal thickness = 0 0538" (1 37mm) Girder Supported Truss (4, General �i�lp Information Web Web TSC2 75 �i�lp Pair �iUt Section Clip shape and dimensions are different for each girder web Girder web placement: Center lines of supported trusses line �o supported truss web combination Bend to fit web geomelry � �' up with center of girder web, as shown above The girder using brake, or see Technical Bulletin O6 06 28 tor a listing of � specific dimensions for all possible web combinations � web center Is marked with a -{- as shown RH � � General Notes 3 3/8" � � 1 All edge distances are 3/8" (10mm) minimum (B6mm)� � � � �' 2 #10SDS end distance is 9/ 16" (14mm) and edge distance is 3/ 16" (Smm) #10SDS shall be spaced (TYP) � a minimum distance of 1- 1/8" (29mm) apart vertically and 9/ 16" (14mm) aparl horizontally 3 Circled numbers represent the quantity of #10 self- drilling tapping screws ---r-� 4 Girder must be anatyzed with concentrated loads from supported trusses in line with center of correctly placed girder webs. "TSC�2 7�5,�1}%rg@yr C� Section" gives correct girder web placement information 5 Two clips must be used jb� ' cl` �,9p. Two clip pairs are required for connection as shown ___ Supported truss must�$,� eaAal�d � �ip�/�jpe bearings 6 • = Clip Bend, Be�ed�QI�.�on�oo�co.n �O, 5- 1/4" 7 "R" = Supported �1+�°� Le�fi r�a�i �d'� �' upported truss horizontal reaction, and "U" = uplift. y8 This connection �9.���o�id��lical t��se���4�H�e truss on each face of lhe girder web (133mm) --- 9 Cold- Formed St,�el Ca�ulations are ,[e'r^the a010�upplement to the AISI 2007 "North American Max Specifications f� the6Desi�Oof ��Y�}�rmedp Ste�Structural Members° (5100- 07/S2- 10) °` n io � Standard Detail: �:,: ., 0 45° Connection For Single Ply TSC2. ° ` rr. ,:r: „. °o o3/�aT��i� ��' 0 : TS025B ,. Girder Su orted Trusses Have � �c, ")'+ 5��� Horizontal and Vertical Reactions) �✓�' ��°bF��f��pp. �,����� Date: �� 0 n e� �,b° 07/16/12 www.TrusSteel.com ��� 1� ��� ��a�e� IiW Building Components Group,Inc.shall not be responsible for any pertormance f ��e�����i�/�$/2Q]Q TrusSteel Detail Category: Florida:1950 Marley Drive!Haines City,FL 33844/(800)755-6001 failure in a connection due to a deviation from ihis tleteil.Any variation from Missouri:13389 Lake(ront Drive/Earth City,MO 630451(800)326-4102 this deteil shall be approved in advance by ITW Building Components Group,Inc. TfUSS-f0-TN55 COflfleCflOfl Allowable Values Maximum Length Maximum Axial RH R = U Girder Web � of Girder Web Force in Girder Web x^ (per supported truss) (per supported truss) in (mm) Ibs (kN) Ibs (kN) Ibs (kN) 33W1 5x1 5 or 33Z1 5x1 62 I 56 (1422) 620 (3 65) 4 � 175 (0 78) 420 (1 87) ----- j--- -- -- -------- -- 33W1 5x2 0 or 33Z1 5x2.50 � 60 (1524) 860 (3 83) 4 280 (1 25) 420 (1 87) 47W1 Sx2 5 or 43Z1 5x3 62 I 60 (1524) 1350 (6 01) 7 570 (2 54) 680 (3 02) 63W1 5x3 5 or 54Z1 5x3 62 i 60 (1524) 3540 (15 75) � 7 I 950 (4 23j � 1400 (6 23) A. The quantity "X" refers to the number of #10SD5 required on each side of the girder web, as shown in the cut section view B. R = Ri + Rz U = U� + UZ -�--- " `• TSC2 75, TSC3 00 or �-----�� 1� �TSC4 00 Supported Truss ��� -� ���, Girder web ``1, + / � shall not be ^ � ' 6- 3/4" a C-Web ��� ''�m 45' (171mm)� �3' � --1 Max -L _ �z �� `�J � � �- � � --- � � �'� R ---------- -- � H � � 4 5,� 3 3/8"-� � E� � i — (114mm) (86mm) R2 4�� � �Typ) TSC3 00 or � ` ,45, TSC2 75, TSC3 00 or TSC4 00 Girder � TSC4 00 Supporled `�S Truss �+�'�iJ 16g ASTM A653 SS Grade 50 Class 1 G60 Bare metal thickness = 0 0538" (1 37mm) Girder Supported Truss q web web L General Clip Information � TSC3.00 Of TSC4.00 �i�lp Pair CiUt Section Clip shape and dimensions are different for each girder web � to supported lruss web combinalion. Bend to fit web geometry � Girder web placement: Center lines of supported trusses line using brake, or see Technical Bulletin 06 06 28 for a listing of up with center of girder web, as shown above The girder RH web center is marked with a -}-as shown specific dimensions for all possible web combinations w General Notes: 3 3!8" � R� � I 1 If supported truss or girder web is a Z-web, refer to T5068 for connection areas. (86mm) y p 2 #10SDS end distance is 9116" (14mm) and edge distance is 3/ 16" (5mm) #10SDS shall be spaced (TYP) � � � a minimum distance oi 1- 1/8" (29mm) apart vertically and 9/ 16" (14mm) apart horizontally 3 Circled numbers represent the quantity oi #10 self- drilling tapping screws. � 4 Girder must be analyzed with concentrated loads from supported trusses in line with center of correctly � placed girder webs "TSC3 00 or�����tfmpl}�I' Pair Cut Section" gives correct girder web placement informalion — 5 Two clips must be �sed fo�r���cl��'pai��r��p pairs are required for connection as shown. Supported -- tru�ss must be anal zed w li t �,y be g� �� 6 • = Clip Bend, Bend cli�,` �,�`or�ce�C�h°� o o �/A �j 6- 3/4" - 7 "R" = Supported truss A@ �p-�V � � ed truss horizontal reaction, and "U" = u lift. b �2 �'� � � a (171mm) � � - 8 This connection is fors°�W�j�nti�`31 trusses �vith �n tt��ss on each face of the girder web Max - 9 Cold- Formed Steel C�"culati�ns ape p����10 euppla�aient to the AISI 2007 "North American Specifications for lhe Design of C�i- Foaned �S�t�el I Me�bers�!(S100- 07/S2- 10) -� a " Standard Detail: sr,:,� � r 3 0 45° Connection For Single Ply TSC3.0 � n 03/��-����� m -� TS025C k ,r� �..1 �' TSC4.00 Girder(Supported Trusses H � m p\c�, ° � �'`"��'+ ``'``'� Horizontal and Vertical Reactions) "°�',, ��°Q oC0�l0�;pO�\a1q �ate: ��S' o o a o C��e' 07/16/12 www.TrusSteel.com �sfj�'J'()�A� ��,�� ITW Building Componenls Group,Inc.shall not be responsible for any pertormance �,�����i ta �� TrusSteel Detail Category: Florida:1950 Marley Drive!Haines Ciry,FL 33844/(800)755-6001 ���g�Z0�4 failure in s conneciion due to a tleviation from ihis delail.Any variation from Missouri:13389 Lakefront Drive/Earth City,MO 63045/(800)326-0102 this deteil shall be epprovetl in ativance by ITW Building Components Group,Inc. TfuSS-to-TfUSS COf1flBCflofl (A) �#1 Hip web shall TTC7 for 3- ply #1 Hip #1 Hip web shall be - not be C- Web 33W1 5x1 5 or 33Z1 5x1 62 — #1 Hip web shall be �— 33W.75x 75 with TTCS � 3 �'+ � ��-� 33W.75x1 5 with TTC7 � ��-r �"�' �3�--►r �-0 3 �� 3 Z ' 3. 3 3 3 �—+�-� � 3 - 3 TSC2 75, TSC3 00 or � i TSC3 00 or TSC4 00 TSC2 75 multi- ply TSC4 00 mWti- ply #1 Hip I �I multi- ply #1 Hip #1 Hip (3- ply max) (3- ply max) I I (3- ply max) , 1 Endjack �i Hipjack Endjack �I Endjack Hipjack -r Hipjack Multi- ply #1 Hip using steel plates for ply Mulli- ply TSC3 00 or TSC4 00 #1 Hip using Multi- ply TSC2 75 #1 Hip using TTC5 or to ply connections TTC7 clips for ply to ply conneclions TTC7 for ply to ply connections (A) = ASTM A653 SS Grade 33 G60 steel plate on each face Bare Metal Thickness = 0 0329" ( 83m m) General Noles 1 Attachment of supported trusses to #1 Hip must be per TS025 or TS025A. Reference these TrusSteel Standard Details for allowable supported truss reactions, uplifts and connection requirements. �Steel Plate (Typ ) Placed within 1" (25mm) of each supported 2 The top and bottom chords of all 'trusses shall be properly connected to slructural truss to girder connection sheathing or purlins / X � � � 3 All edge distances, end distance and spacing are 9/ 16" (14mm) minimum = I I I __1_— �— � Plate Dimensions � � � X = 3 5"( 89mm) for 2- ply TSC2 75 #1 Hip 4 Circled numbers represent quantity of #10 self- drilling tapping screws per clip 3 � � fi'y � X = 6 0"(152mm) for 2- ply TSC3 00 #1 Hip (76mm) � � � —L X = 6 0"(152mm) for 2- ply TSC4 00 #1 Hip 5 Truss must be analyzed with concentrated loads directly in line with correcdy 1_ L_ X = 5 0"(127mm) for 3- ply TSC2 75 #1 Hip placed girder vertical webs Reference details TS025 & TS025A for correct web X = 8 0"(203mm) for 3- ply TSC3 00 #1 Hip placemenl information X = 8 0"(203mm) for 3- ply TSC4 00 #1 Hip 6 Clips/ i s must be placed within 1" (25mm) of each supported truss to ���q�����`�e�������0 ��R ��i �oa��rav ��qq�,drawings for other connections between plies. `w`�'�Gbldt.FCo`�rm�ed�S�eln� ,plj°�tions are per lhe 2010 supplem ent to the AI51 2007 °+. North Am erican Spe�afia s for the Design of Cold- Formed Steel Structural � r1 Mer�(�[s��7�f�5o���- �� — � . o � a Standard Detail: ���� � r r j ° Multi-pIy #1 Hips� °003,���1� �� o° ° TS025D e�.�r;�� , �, (�``� ``''' ``' Ply To Ply Connection Detail �'"°'� ��°dF��f.���P m��b�` �ate: 07/16/12 www.TrusSteel.com °✓✓ `�I�°� b � �����``~� �, aN�t� ,a ITW Builtling Components Group,Inc.shall not be responsible for any pertormance ,J���a��►a���$�Zp�4 TrusSteel Detail Category• Florida:1950 Marley Drive/Haines City,FL 33844/(800)755-60D1 failure in a connection due to a deviation from ihis detail.Any variation from Missouri:13389 Lakefront Drive/Earth City,MO 63045/(600)326-4102 �his delail shall be approved in advance by IN!Building Compo�enis Group,Inc. Ply-fO-PIy COflfl@CtiOfls 'U Allowable Loads Ibs (kN)^ I Allowable Clip on one faceB Clip on both faces Chord LoadsA -TSC2 75, TSC3 00 or TSC4 00 T56WiC3 T51WTC3 TS6WTC3 TS1WT'C3 � 550 (2.45)° 1640 (7 30) 28TSC2 75 (4) #10 self- drilling tapping P1 820 (3 65) 1640 (7 30) screws into TrusSleel chord. U 550 �z.as�` zoao �s o�� �P1 P1 - See cnarc 33TSC2.75 P2 - Clip on one face P1 1020 (4 54) 2040 (9 07) 340 Ibs (1 51 kN) U 550 (2 45)� 2850 (12 68) 3040 (13 52) � � Clip on both faces 43TSC2 75 ��� P2 840 Ibs (3 92 kN) P1 1520 (6 76) 3040 (13 52) - TS6WTC3 or 28TSC3 00 U 820 (3 65) 1640 (7 30) �, i° �zsmm� TSIWTC3 28TSC4 00 P� 620 (3 65) 1640 (7 30) �/4° (smm) Gen e ra I 33TSC3 00 � 1020 (4 54)° 204D (9 07) 2(1/8")(3 18mm) 1"@1- 1/2" Note #4 33TSC4 00 P� 1020 (4 54) 2040 (9 07) (25mm@38mm) (Refer to General Note #5 tor 43TSC3 00 � 1400 (6 23)° 2850 (12 68) 3040 (13 52) weld oplion) o r — - — ----------- — - � 43TSC4 00 P1 1520 (6 76) 3040 (13 52) 54TSC3 00, � 1400 (6 23)� � 2850 (12 66�4180 (18 60) � 54, 68, and ' ---- I 97TSC4 00 P1 1650 (7 34) 2090 (9 30) I 3290 (14 63) I 4180 (18 60) l A. Allowable loads shown on this detail are not in combination % Structural Steel with B. Uplift connections with clip on one face require a web above connection � �' minimum tensile strength C. If web above connection is 33W.75x1 5, U = 820 Ibs (365 kN) i of 58 KSI (400 MPa) D. If web above connection is 33W1 Sx 75, U = 910 Ibs (4 05 kN) Design by others If web above connection is 33C1 5x1 5, U = 1010 Ibs (4 49 kN) General Notes� 1 Attachment of second clip on opposite face of chord is identical to TS6WTC3 or what is detailed. TSIWTC3 2 Refer to TrusSteel Technical Bulletin 98 10 05 litled "Repair of Galvanized Surfaces" to restore corrosion resistant properties of the connection after / � welding S/ 3 If a TS6WTC3 clip is welded to steel in excess of 3/ 16" (4 76mm) lhick � the weld shall be qualified in accordance with Chapter 4 of the � Structural Welding Code- Sheet Steel (AWS D1 3) 4 Weld values are based on a filler material with a minimum tensile �``��t��n►���i�pr�P��o ksi (463 MPa) TS6WTC3 �q1���.�6 'fn� lpi�� ��specified above, the full length of the TS6WTC3l bare metal thickness (t) = 0 0538 in (1 37mm) „��`��` ��°•���°yT�ae h`1 r�'elded to the bearing TSiWTC3 a,,�Q�7 o \�,�u ��`S/.� U,/J�i bare metal thickness (t) = 0 128 in. (3 25mm) � `�� b Cold- F$rme�b �e'�Calculations are per Ihe 2010 supplement to the AISI „� 2��n';�irth 9+mene�n Specifications for lhe Design of Cold- Formed °' � NO' S e f�`s'trfictur� Merr,�ers° �s�oo- o�i s2- �o� �� m o , o -. TS6WTC3 or TS 1 WTC3 .r a � Standard Detail: �`'�' r r ° �. �os/2�zoi�: Or o ,; TS027 ��'" �j��,�,--->>-;�� Welded Truss Clip � ,�•��� toR�oP 08\� Date• www.TrusSteel.com to Structural Steel Bearing "'✓f�d�s�aNA� ����� 07/16/12 ITW Building Componenis Group,Inc.shall not be responsible for any performance ,i ���g�z014 TrusSteel Detail Category• �� Florida:1950 Marley Drive/Haines Cily FL 33844/(800)755-6001 (eilure in e connection due lo a dewahon from ihis detail.Any variation from I Missouri:13388 Lakefront Drive I Earth City,MO 63045/(800)326A102 �his detail shell be epprovetl in ativance by ITW Building Componenls Group,Inc. Truss-To-Bearing:Slruclural Steel ., , . Allowable Loads Ibs (kN)" U -- -- ------- --- ' Chord Allowable Clip on one faceB Clip on both faces I ` Loads I TS6WTC5 TS1 WTC5 TS6WTC5 TSIWTC5 TSC2 75, TSC3 00 or TSC4 DO � 550 (2 45)� 2460 (10 94) 28TSC2 75 p1 1230 (5 47) 2460 (10 94) __ _ (6) #10 self- drilling tapping U 550 (2 45)� �60 (13 61) screws inlo TrusSteel chord 33TSC2 75 - P1 1530 (6 81) 3060 (13 61) P1 P1 - See chart U 550 (2,45)� 4560 (20 28) P2 - Clip on one face 43TSC2 75 — — (q � 570 Ibs (2 54 kN) P1 2280 (10 14) 4560 (20 28) @�� — �P2 Clip on both faces 28TSC3 00 � 1230 (5 47)° 2460 (10 94) (9� TS6WTC5 or �Z60 Ibs (5 60 kN) 28TSC4 00 P� 1230 (5 47) 2460 (10 94) \sia• �,smm� T51wrC5 ��� �zsmm� Generai 33TSC3 00 � 1400 (6 23)° 3060 (13 61) 1/4� Ismm� 3(1/8")(3 18mm) 1"@1- 3/4" Note #4 or 33TSC4 00 P� 1530 (6 81) 3060 (13 61) (25mm@45mm) p \ (Refer lo General Note #5 for 43TSC3 00 � 1400 (6 23) 4560 (20 28) weld option) 43TSC4 00 P1 2280 (10 14) 4560 (20 28) 54TSC3 00, � 1400 (6 23)� 4920 (21 89) 6280 (27 93) 54, 68, and \ 97TSC4 00 P1 2470 (10 99) 3140 (13 97) 4930 (21 93) 6280 (27 93) A. Allowable loads shown on this detail are not in combination B. Uplift connections with clip on one face require a web above connection. C. Ii web above connection is 33W.75x1 5, U = 960 Ibs (4 27 kN) Structural Steel with D If web above connection is 33W1 Sx 75, U = 910 Ibs (4 OS kN) minimum tensile strength If web above connection is 33C1 Sxt 5, U = 1010 Ibs (4 49 kN) of 56 KSI (400 MPa) General Notes. Design by others 1 Attachment of second clip on opposite face of chord is idenlical to TS6WTC5 or what is detailed. TSIWTC5 �/'///� 2 Refer to TrusSleel Technical Bulletin 98 10 05 titled "Repair of Galvanized � Surfaces" to restore corrosion resistanl properties of the connection after � � welding � 3 If a TS6WTC5 clip is welded to steel in excess of 3/ 16" (4 76mm) thick � the weld shall be qualified in accordance with Chapter 4 of the l� Structural Welding Code- Sheet Steel (AWS D1 3) � , 4 Weldf values are based on a filler material with a minimum tensile ��`�t'j���� ��rt��{�I,�� ksi (483 MPa) TS6WTC5 `o,\� C�\� o �yli�0 67T��,specified above, the full length of the TS6WTC5/ bare melal thicknes TSIWTC5 0538 in. (1 37mm) ����2o�p�\�T�1�TS9`�n �bd°pwrelded to the bearing C pC n � bare melal thickness (t) = 0 128 in (3 25mm) � � 6 Cold- Formed9�el,falculations are per the 2010 supplement to the AISI � 6 N� 2�g'�1GJrth P�nerl�n Specifications for the Design of Cold- Formed ;j � �sce i structura�o erm�ers" �sioo- o�i sz- io� I i TS6WTC5 or TS 1 WTC5 .. � 0 -,� Standard Detail: xr-�: i o � a TAT-. OF � �. ` `°r���"�� Welded Truss Clip 'r ,��3iz zol P mo° � TS027A ' � C� Date: ��� � � to Structural Steel Bearing ��,;is������°���;;e° 07/16/12 www.TrusSteel.com � A1A1-. �e ��t�a�a�ia�i�ZSizoia Florida:1950 Marley Drive/Haines City,FL 33844/(800)755-6001 ITW Building Componenis Group,Inc.shall not be responsible for any performance TrusSteel Detail Category: failure in e conneclion tlue to a deviation from lhis detail.Any variation from Missouri:13389 Lakefront Drive/Earth City,MO 63045/(800)326-0102 this detail shell be approved in advance by ITW Building Components Group,Inc. TrUSS-To-Bearing:StructUral Steel . . , Allowable Loads Ibs (kN)A �J Allowable Clip on one facee Clip on both faces i Chord Loads" T56WTC3T T51WTC3 I TS6WTC3 , TS1WfC3 Cold Formed steel bearing I � 550 (2 45)� � 1640 (7 30) Design by 28TSC2 75 — --'-- — others (See _ P1 820 (3 65) i 1640 (7 30) General Note #1) U 550 (2 45)� 2040 (9 07) i 33TSC2 75 P1 1020 (4 54) � 2040 (9 07) TS6WTC3 or U 550 (2 45)° 2850 (12 68) 3040 (13 52) TS1 WTC3 43TSC2 75 (4) #10 self- drilling tapping P1 1520 (6 76) 3040 (13 52) screws inta TrusSteel chord 28TSC3 00 � 820 (3 65) 1640 (7 30) P� or -- � P1 - See chart 28TSC4 00 P� 820 (3 65) 1640 (7 30) � � P2 - Clip on one face 33TSC3 00 � 1020 (4 54)° 2040 (9 07) U e � � 340 Ibs (1 51 kN) or i P2 Clip on both faces 33TSC4 00 P� 1020 (4 54) 2040 (9 07) � �je ismm 840 Ibs (3 92 kN) 43TSC3 00 � 1400 (6 23)° 2850 (12 68) 3040 (13 52) ��4� (smm� General 43TSC4 00 P� 1520 (6 76) 3040 (13 52) � 2(1/8")(3 18mm) 1"@1- 1/2" Note #5 54TSC3 00, ° (25mm@38mm) � 1400 (6 23) 2850 (12.68) 4180 (18 60) 54, 68, and (Refer to General Note #6 97TSC4 00 P� 1640 (7 30) 3290 (14 63) -TSC2 75, TSC3 00 for weld option) or TSC4 00 A. Allowable loads shown on this detail are not in combination B. Uplift connections with clip on one face require a web above connection C. If web above connection is 33W.75x1 5, U = 820 Ibs (3 65 kN) General Notes: D If web above connection is 33W1 5x 75, U = 910 Ibs (4 05 kN) If web above connection is 33C1 5x1 5, U = 1010 Ibs (4 49 kN) 1 Bearing shall be manufactured from Cold- Formed Steel (CFS) with minimum tensile slrength of 45 K51 (310 MPa), minimum bare metal thickness, t = 0 0538" (1 37mm) and maximum width of 3- 51 8" (92mm) TS6WTC3 or 2 Attachment of second clip on opposite face of chord is identical to what is TSIWTC3 detailed 3 Design of bearing shall be by others � 4 Refer to TrusSteel Technical Bulletin 96 10 05 titled "Repair of Galvanized � � Surfaces" to restore corrosion resistant properties of lhe conneclion after 6� welding � 5 Weld values are based on a filler material with a minimum tensile strength of 70 ksi (483 MPa) � �\�EI ���e�,�py�/�P��f$s specified above, the full length of the TS6WTC3 / TSIWTC3 TS6WTC3 ,,d�\�y,�\ rr�,b ,Q,,yQ��d¢�P�� the bearing bare melal thickness (t) = 0 0538 in (1 37mm) �`\ \P.�� � a �p � �T,�A}+ � TSIWTC3 p 7p�\ c��r @d S�I��alculations are per the 2010 supplement to the AISI bare metal thickness (t) = 0 128 in (3 25mm) `�.p"��� �y�07 ��ti AQ�,e� Specifications for lhe Design of Cold- Formed Sleel � p Structural MembBrs" �100- 07/ S2- 10) : a Na. 76845 � � .. o TS6WTC3 or TS 1 WTC .� � �'"� � � Standard Detail: �,� � ;-���� Welded Truss Clip to � °� 03,����1G4OF Q«c�., � Tso27g �����,�._. r�, �a F e >,kr Date: Cold-Formed Steel Bearing��' �'s°P�°���OA°c�`�b�" � � m � ,,�� ae 07/16/12 VWVW.TrusSteeI.00111 9 P P ypeAormance f�,��s��l�il��l����2014 TrusSteelDetailCategory: Florida:1950 Marley Drive/Haines City,FL 33844/(800)755-6001 �TW Buildin Com onenis Grou Inc.shall not 6e responsible for an failure in a connection due to a deviation from ihis de�ail.Any variation from Missouri:13389 Laketront Drive/Earth Ciry,MO 63045/(800)326-4102 this detail shall be epproved in advence by ITUV Builtling Components Group,Inc. Truss-To-Bearing:Cold-Formed Steel r Allowable Loads Ibs (kN)^ Chord Allowable Clip on one faceB i Clip on both faces — Loads TS6WTC5 I TSIWTCS TS6WTC5 I TSIWTCS U U 550 (2 45)� 2460 (10 94) Cold Formed ' 28TSC2 75 -- — — steel bearing p1 1230 (5 47) � 2460 (10 94) Design by I others (See U 550 (2 45)� 3060 (13 61) General Note #1) 33TSC2 75 — — — P1 1530 (6 81) _ � 3060 (13 61) — TS6WTC5 or - U 550 (2 45)° I 4560 (20 28) TS1 WTCS 43TSC2 75 --- ---------- P1 2280 (10 14) I 4560 (20 28) � (6) #10 self- drilling tapping __ ___ ___ _ __ _ .__ __. ___________ __ ________ screws into TrusSteel chord. 28TSC3 00 � 1230 (5 47)° � 2460 (10 94) i 28TSC4 00 ` P� 1230 (5 47) � 2460 (10 94) � � /�P1 P1 - See chart P2 - Clip on one face 33TSC3 00 � 1400 (6 23)� � 3060 (13 61) i � �� 570 Ibs (2 54 kN) or ---�--- — --- -- �C�/` � Clip on both faces 33TSC4 00 P� 1530 (6 81) , 3060 (13 61) �W � P2 1260 Ibs (5 60 kN) 43TSC3 00 � 1400 (6 23)� � 4560 (20 28) �ai a� „smm> o r ---- ------— ----------- - �• �z s m m 1 � </ 43TSC4 00 P1 2280 (10 14) 4560 (20 28) 114' �6mm) General 54TSC3 00, � 1400 (6 23)° 4920 (21 89�6280 (27 93) 3(1/ 8")(3 18mm) 1@j 3/q \Note #5 54, 68 and --- ------- — ---- 97TSC4 00 P� 2470 (10 99) 4930 (21 93) TSC2.75, TSC3 00 (25mm@45mm) or TSC4 00 (Refer to General Note #6 tor A. Allowable loads shown on this detail are not in combination weld option) B. Upliit connections wilh clip on one tace require a web above connection C. If web above connection is 33W.75x1 5, U = 960 Ibs (4 27 kN) General Notes: D. If web above connection is 33W1.5x 75, U = 910 Ibs (4 O5 kN) If web above connection is 33C1 5x1 5, U = 1010 Ibs (4 49 kN) 1 Bearing shall be manufactured from Cold- Formed Steel (CFS) with minimum tensile strength of 45 KSI (310 MPa), minimum bare metal thickness, t = 0 0538" (1 37mm) and maximum width of 6" (152mm) TS6WTC5 or 2 Attachment of second clip on opposite face of chord is identical to whal is T51 WTCS � detailed. Q 3 Design of bearing shall be by others. � � 4 Refer to TrusSleel Technical Bulletin 98 10 05 titled "Repair of Galvanized � Surfaces" to restore corrosion resistant properties of lhe connection after welding � � 5 Weld values are based on a filler malerial with a minimum tensile strength of 70 ksi (483 MPa) �`�`tra�►n►►tr e�,. In u f�e 6S��ip ecified above, the full length of the TS6WTC5 / TSIWTCS TS6WTC5 ,Ot� ���e�Wel /.[8/jhe bearing bare metal thickness (t) = 0 0538 in. (1 37mm) e�\ �� �• {' n, o o /1' /� TSIWTC5 �i� �ba C��-`Fb�lrr�°�te at�ulations are per the 2010 supplement to the AISI bare metal thickness (t) = 0 128 in. (3 25mm) � ��� �007 "North Am@r' an�'�$pecifications for the Design of Cold- Formed Steel � �, ����t��O�+.�nbeF�^ �sT�o- o�i sz- �o� '� o m TS6WTC5 flr TS 1 WTC5 • r � ° ' Standard Detail: _�,'��'!r r �� � °0 03/�T�Tf�. OF � � TS027C � �,r��?t Welded Truss Clip to �.,,d ,�oQ�Qf`io� qe��,� b oate: ' Cold-Formed Steel Bearing ,,;�s� •o m � e° ����° 07/16/12 www.TrusSteel.com °d�� �aNAL{y��',��`' ITW Building Componenls Group,Inc.shall nol be responsibie for any perfortnance ',���'�,jl'US��8�2��4 TrusSteel Detail Category: Florida:1950 Marley Drive/Haines City,FL 338441(800)755-6001 feilure in e connection due to a deviation trom this delail.Any variation 6om Missouri:73389 Lakefront Drive I Earih Ciry,MO 630451(800)32fi-4702 �his tletail shall be approved in edvance by ITW Bullding Components Group,Inc. Truss-To-Bearing:Cold-Formed Steel . � Allowable U Ibs (kN)^ Allowable P1 Ibs (kN)A Wall Top Plate / Min Thickness 28TSC 33TSC 43TSC 54, 68, 97TSC Clip an Clip on Clip on Clip on Clip on Clip on Clip on Clip on Clip on Ciip on One Facee Both Faces One Face Bolh Faces One Face Both Faces One Face Both Faces One Face Bolh Faces 20g Grade 33 / 0 0328" (0 83 mm) 210 (0 93) 500 (2 22) 530 (2 36) 1060 (4 72) 530 (2 36) 1060 (4 72) 530 (2 36) 1060 (4 72) 530 (2 36) 1060 (4 72) 20g Grade 50 / 0 0328" (0 83 mm) 310 (1 38) 730 (3 25) 620 (2 76) 1230 (5 47) 770 (3 43) 1530 (6 81) 770 (3 43) 1530 (6 81) 770 (3,43) 1530 (6 81) 18g Grade 33 1 0 0428" (1 09 mm) 280 (1 25) 660 (2 94) 620 (2 76) 1230 (5 47) 770 (3 43) 1530 (6 81) 790 (3 51) 1580 (7 03) 790 (3 51) 1580 (7 03) 18g Grade 50 / 0 0428" (1 09 mm) 400 (1 78) 950 (4 23) 620 (2 76) 1230 (5 47) 770 (3 43) 1530 (6 81) 1140 (5 07) 2280 (10 14) 1140 (5 07) 2280 (10 14) 16g Grade 33 / 0 0538" (1 37 mm) 350 (1 56) 820 (3 65) I 620 (2 76) 1230 (5 47) 770 (3 43) 1530 (6 81) 1110 (4 94) 2220 (9 88) 1110 (4 94) 2220 (9 88) 16g Grade 50 ! 0 0538" (1 37 mm) 400 (1 78) 1190 (5 29) 620 (2 76) 1230 (5 47) 770 (3 43) 1530 (6 81) 1140 (5 07) 2280 (10 14) 1310 (5 83) 2620 (11 65) 14g Grade 33 ! 0 0677" (1 72 mm) 400 (1 78) 1040 (4 63) 620 (2 76) 1230 (5 47) 770 (3 43) 1530 (6 81) 1140 (5 07) 2280 (10 14) 1310 (5 83) 2620 (11 65) 14g Grade 50 / 0 0677" (1 72 mm) i 400 (1 78) 1230 (5 47) 620 (2 76) 1230 (5 47) 770 (3 43) 1530 (6 81) 1140 (5 07) 2280 (10 14) 1310 (5 83) 2620 (11 65) 12g Grade 33 / 0 0966" (2 45 mm) ( 400 (1 78) 1230 (5 47)� 620 (2 76) 1230 (5 47) 770 (3 43) 1530 (6 81) 1140 (5 07) 2280 (10 14) 1310 (5 83) 2620 (11 65) 12g Grade 50 / 0 0966" (2 45 mm) I 400 (1 78) 1230 (5 47)° 620 (2 76) 1230 (5 47) 770 (3.43) 1530 (6 81) 1140 (5 07) 2280 (10 14) 1310 (5 83) 2620 (11 65) A. Allowable loads shown on this delail are not in combination B. Uplift connections wilh clip on one face require a web above connection. C. For 33TSC and greater, U = 1480 Ibs (6 58 kN) D For 33TSC, U = 1530 Ibs (6 81 kN) For 43TSC and greater, U = 1960 Ibs (8 72 kN) � Allowable P2 Ibs (kN)A � � I � � Chord Clip on — —Clip on One Face Both Faces � �a 28TSC 310 (1 38) 630 (2 80) � 33TSC 340 (1 51) 730 (3 25) � ; I o > 43TSC � 340 (1 51) I 880 (3 91) TSUC3 Wall top plate� i i j (3) #10 self- drilling tapping screws into TrusSteel chord General Notes. �p� 1 Wall top plate shall be manufactured from cold- formed steel (CFS) with minimum tensile strength of 45 KSI (310 MPa) for grade 33 or 65 ksi (448 MPa) for grade 50 and �� \ maximum width of 3- 5/8" (92mm) � � `� `PQ 2 Altachment of second clip on opposite face of chord is idenlical to what is delailed i � _ � 3 Connection of top plate to wall sWd must be capable of transferring truss uplitl load from wall top pl�a,`et�l���$�III�RP(���.�`� / (3) #10 self- drilling tapping 4 The wa I��t��atcais�p����ed by the job engineer The wall top plate must be � screws into wall top plate desi��ZyQS�uq,\�prtr-tHe�ma� ��i�d to it (downward, upward and lateral) � �' \' V G�V F n �i � 5 CoI��F�m�d S�eel Calculalion�a4'e �r the 2010 supplement to the AISI 2007 "North oSCTSC4 OOSC3 00 TSUC3 Arr'�rica��Spe i ' ati��f��theQ�Desigr�of Cold- Formed Steel Struclural Members" (Sj.b. - /S 2��J + Q ° Standard Detail: o � �r�. � r �� � ° TSUC3 Uplift Attachment T��r °a�3iz�r��� or oo`� ti Tsozs �� ��=-���`�`�� Cold-Formed Steel "' '`� °�;�o���A° ��; Date: �'>,``�S/ � ° ° 0 ���;`° 07/16/12 www.TrusSteel.com ��� a N A�-. ��� ''ld,�a!ii�i28izo�a Florida:1950 Marley Drive I Haines City,FL 336441(B00)755-6001 ITW Building Components Group,Inc.shall nol 6e responsible for any peRortnance TrusSteel Detail Category: failure in a connedion due to a deviation trom Ihis delail.Any variation from Missouri:13389 LakeGont Drive/Earih City,MO 630451(800)326-4102 this detail shall be approved in advance by ITW Building Componenis Group,Inc. Truss-To-Bearing:Cold-Formed Steel I . - � , I Allowable U Ibs (kN)^ I Allowabie P1 Ibs (kN)A Wail Top Piate / Min Thickness � 28TSC r 33TSC i 43TSC 54, 68, 97TSC r Clip on Ciip on � Clip on Clip on I Ciip on Ciip on Clip on Clip on Clip on Clip on One FaceB Both Faces I One Face Both Faces � One Face Both Faces One Face Both Faces One Face Both Faces 20g Grade 33 / 0 0328" (0 63 mm) 350 (1 56) 840 (3 74) 880 (3 91) 1770 (7 87) 880 (3 91) 1770 (7 87) 880 (3 91) 1770 (7 87) 880 (3 91) 1770 (7 87) 20g Grade 50 1 0 0328" (D 83 mm) 400 (1.78) 1210 (5 38) 1030 (4 58) 2050 (9 12) 1280 (5 69) 2550 (11 34) 1280 (5 69) 2550 (11 34) 1280 (5 69) 2550 (11 34) 18g Grade 33 / 0 0428" (1 09 mm) 400 (1 78) 1090 (4 85) 1030 (4 58) I2050 (9 12) 1280 (5 69) 2550 (11 34) 1320 (5 87) 2630 (11 70) 1320 (5 87) 2630 (11 70) 18g Grade 50 / 0 0428" (1 09 mm) 400 (1 78) 1580 (7 03) 1030 (4 58) 2050 (9 12) 1280 (5 69) 2550 (11 34) 1900 (8 45) 3800 (16 90) 1900 (8 45) 3800 (16 90) 16g Grade 33 / 0 0538" (1 37 mm) 400 (1 78) 1370 (6 09) 1030 (4 58) 2050 (9 12) 1280 (5 69) 2550 (11 34) 1850 (8 23) 3700 (16 46) 1850 (8 23) 3700 (16 46) 16g Grade 50 / 0 0538" (1 37 mm) 400 (1 78) 1980 (8 81) 1030 (4 58) 2050 (9 12) 1280 (5 69) 2550 (11 34) 1900 (8 45) 3800 (16 90) 2180 (9 70) 4360 (19 39) 14g G�ade 33 ! 0 0677" (1 72 mm) 400 (1 78) 1730 (7 70) 1030 (4 58) 2050 (9 12) 1280 (5 69) 2550 (11 34) 1900 (8 45) 3800 (16 90) 2180 (9 70) 4360 (19 39) 14g Grade 50 / 0 0677" (1 72 mm) 400 (1 78) 2050 (9 12) �1030 (4 58) 2050 (9 12) 1280 (5 69) 2550 (11 34) 1900 (8 45) 3800 (16,90j 2180 (9 70) 4360 (19 39) 12g Grade 33 / 0 0966" (2.45 mm) I 400 (1 78) I 2050 (9 12)� �1030 (4 58) I2050 (9 12) 1280 (5 69) 2550 (11 34) 1900 (8 45) 3800 (16 90) 2180 (9 70) 4360 (19 39) 12g Grade 50 / 0 0966" (2.45 mm) 400 (1 78) 2050 (9 12)° i 1030 (4 58) 2050 (9 12) I 1280 (5 69) 2550 (11 34) 1900 (8 45) 3800 (16 90) 2180 (9 70) 4360 (19 39) A. Allowable loads shown on this detail are not in combination B. Uplifl connections with clip on one face require a web above connection. C. For 33TSC and greater, U = 2460 Ibs (10 94 kN) D. For 33TSC, U = 2550 Ibs (11 34 kN) For 43TSC and greater, U = 3560 Ibs (15 84 kN) � � Allowable P2 Ibs (kN)" ! � � Chord Clip on Clip on i � One Face Both Faces � � 28TSC 520 (2 31) 1050 (4 67) � � 33TSC 570 (2 54) 1210 (5 38)_ i � ? 43TSC 570 (2 54) 1470 (6 54) � � TSUC5 j : i Wall top plate � i ' � � (5) #10 seli- drilling tapping � screws into TrusSteel chord 'P.� General Notes: I / � � 1 Wall top plate shall be manufactured from cold- formed steel (CFS) with minimum tensile \ ����� strength of 45 KSI (310 MPa) for grade 33 or 65 ksi (448 MPa) for grade 50 and � c� P2 maximum width of 6" (152mm) II@ � � `y 2 Attachment of second clip on opposile face of chord is identical lo what is detailed , � �� � �� � 3 Connection of to � t'o wall stud must be capable of lransferring truss uplift load from � wall top plat g�ffi� � s b+rrr (5) #10 self- drilling tapping ��`�� �, ��A�PP� / screws into wall top plate q The wal"""y����� e�ics�Acn F�e y j g p plate m usl be ` �vnp�. 0 'tle�gf�,�fi b the ob en ineer The wall to � � I desig`�°1��.�Q�p��f t����d����p I'��to it (downward, upward and laleral) C ��/ TSC2 75, TSC3 00 TSUCS 5 Coldr,°,,�formpd Spt,e�e,,l Ca—ylccucl�atioCns e�e p�the 2010 supplement to the AISI 2007 "North American or TSC4.00 Spe�'ficatt�bns fptUthe/c13t9i�r1JOf 6bld- F�rmed Steel Structural Members" (S100- 07/ S2- 10) °` d A o Standard Detail: ;�� � ° TSUC5 Uplift Attachment � 03���,��t�or- ` Tso29 .. f"�r..�� ,r,_...� o 0 � ��`��€.:�'.��" �`'d �n ,c • ��' � Date: I Cold-Formed Steel �,, �.�o�OF�IDP�G�`��� 07/16/12 www.TrusSteel.com AiS�I A � � � �� o` da, �N A� ,�� ITW Building Components Group.Inc.shell not 6e responsi6le for any peRormance l�id�J�j�����g�2�14 TrusSteel Detail Category: Florida:1950 Marley Drive/Haines City,FL 338441(800)755-6001 failure in a connection due to a devialion from ihis detail.Any variation from Missouri:13389 Lakefront Drive I EaAh City,MO 630451(B00)326-4102 �his delail shall ba epproved in edvance by ITVJ Building Components Group,Inc. Truss-To-Bearing:Cold-Formed Steel . �� � �.. �' q Allowable Loads Ibs (kN)^,e,c,o U Allowable U i Concrete Strength f'c, psi (MPa) Clip on one faceE Ciip on both faces _TSC2 75, TSC3 00 or TSC4 00 --- ---r------------- � 2500 (17 24) NA I 520 (2 31) 3000 (20 68) NA � 570 (2 54) � ------� j------- � 4000 (27 58) NA 660 (2 94) _ TSUC3 (3) #10 self- drilling tapping 5000 (34.47) NA 740 (3 29) I /-screws into TrusSteel chord. ----- ------�--- ------- -- ---'--L.----------------- Allowable P1 and P2 for clip on both facesE � �P1 P1 = 580 Ibs (2 58 kN) P2 = 580 Ibs (2 58 kN) � A. Allowable loads shown on this delail are not in combination � �� B. Special inspection is required. Refer to ICC ESR-2202 (May 1, 2009) regarding @ � g P2 proper installation of anchors and requirements for special inspection. C. Per ICC ESR- 2202 (May 1, 2009), the design values given above are for , uncracked concrete only D. Allowable loads outiined are based on the assumption that 70% of the applied q load is Ilve load and 30% is dead load �da � 2" (51mm) min E. Clip conneclion is required on both faces. � edge distance (typ ) a , (2) 3/ 16" (4 76mm) x < ° 2- 1/4" (57mm) ITW 4" (102mm) min a < , Buildex TAPCON concrete end distance (typ ) � ,a ` anchors with advanced , threadform technology into concrete bearing 3- 1/2" (89mm) min. depth (typ.) Concrete bearing (Design by others) TSUC3 � 1 � � � General Notes_ � 1 This detail shall not be used to resist seismic loads � / 2 Attachment of second clip on opposite face of chord is identical to what is detailed 3 Fill outside holes of TSUC3 cli with TAPCON concrete anchors as shown `tqt�v��►rprr��y 4 Concrete a�chor is 'n����tg`bc��t II }v rl}GY`v�oncrete has reached the specified design strength. �v �'�1� 5 Design of tapco����,ig���l�6a�SR-,°�^��a�ta�,�, 2009) �` �� iV JC /f.n 6 Cold- Formed S°t,�l ��ulatlons are per th��101Q"�supplement to the AISI 2007 "North American Specifications �r th� Des�d of7��5orme� SteM Structural Members" (5100- 07/S2- 10) `° b o � a Standard Detail: ;r''. �. r� r ° TSUC3 Uplift Attachmen � no o3i�T��"i�i or- om : TS030 � � ����`�� To Concrete Bearin '�� `°o F � P m� c��' o Date: g �• a �ot�io a ���, ,('7 P� � r �9 �a � �` 07/16/12 www.TrusSteel.com 'dr� �ONAL �,��° . �' ITW Building Componenis Group,inc.shall not be responsible for any pertortnance ld��d����l�/�g/20]4 TrusSteel Detail Category: Florida:1950 Marley Drive I Haines City,FL 33844!(800)755-6007 faiiure in e connection tlue to a deviatian from this detail.Any varia�ion from � Missouri:13389 Lakefront Drive/Earth City,MO 63045/(800)326-0102 this deteil shall be approved in a0vance by ITW Building Components Group,Inc. TfUSS-To-B08fiflg:COf1CfCtB �- . . a " , Allowable U Ibs �kN�A,B,C,D _ U Concrete Strength f'c, TSC2.75 TSC3 00 or TSC4 00 ' psi (MPa) Clip on one Clip on both Clip on one Clip on both I TSC2.75, TSC3 00 ____ _ faceE faces faceE faces or TSC4 00 2500 (17 24) 400 (1 78) 520 (2 31) 440 (1 96) 1040 (4 63) 3000 (20 68) 400 (1 78) 570 (2 54) 480 (2 14) 1140 (5 07) 4000 (27 58) 400 (1 78) 660 (2 94) 550 (2 45) 1320 (5 87) TSUCS (5) #10 self- drilling tapping 5000 (34 47) 400 (1 78) 740 (3 29) 620 (2 76) 1480 (6 58) screws into TrusSteel chord. Allowable P1 & P2 Ibs (kN)°"B,c,o �P1 P1 P2 Chord Clip on one Clip on both Clip on one Clip on both j� \� faceE faces faceE faces p � � PZ TSC2 75 430 (1 91) 560 (2 58) 430 (1 91) 580 (2 58) � r �TSC3 00 ar TSC4 00 430 (1 91) 680 (3 02) 430 (1 91) 670 (2 98) q � � � 2" (51mm) min A. Allowable loads shown on this detail are not in combination ° a B. Special inspection is required Refer to ICC ESR- 2202 (May 1, 2009) regarding , _ , edge distance (typ ) proper installation of anchors and requirements for special inspection � C. Per ICC ESR-2202 (May 1, 2009), the design values given above are for _ o , (2) 3/ 16" (4 76mm) x uncracked concrete only � 2- 1/4" (57mm) ITW D Allowable loads outlined are based on the assumption that 70% of the applied 4" (102mm) min a , Buildex TAPCON concrete load is live load and 30% is dead load end distance (typ ) � anchors with advanced E. Uplift connections with clip on one face require web above connection. ; threadform technology into concrete bearing 3- 1/2" (89mm) min depth (typ ) �Concrele bearing (Design by others) � TSUC5 � General Notes � � _ / 1 This detail shall not be used lo resist seismic loads �a � 2 Attachm ent of second clip on opposite face of chord is identical to what is detailed � � 3 Fill outside holes of TSUC5 PCON concrete anchors as shown t`t����8 tMi�P 1��^pp�P C-� 4 Concrete anchor is n o n !al i i�P ncrete has reached the specified design strength. � o,,�.��.��C�n�' `?���/�1�,� �� 5 Design of tapcon����'p�r��0��i9Sf��!���Mav.�f'r 2009) ri.,� 6 Cold- Formed St�°a@I CaKtula i ns �}e�{ he��010 °pupplemenl to the AISI 2007 "North American Specifications f�/th�Desi�r�of�d�`F�med�5tee�Structural Members" (5100- 07!S2- 10) a � � ° Standard Detail: � � _�>:-� ° TSUC5 Uplift Attachment� ° �TAT�: or �' TS031 .�/�.,.�y✓ ��� �-d� ��3/�2 201 0�� q � "�`'� To Concrete Bearing �,���° ���R��P°��� Date: f� S/ �,� ,�. 07/16/12 www.TrusSteel.com ��! �NA�.. 1 ,,`� ITW Building Componenis Group,Inc.shall not be responsible(or any performance �1���!�j 11��z8�z��4 TrusSteel Detail Category: Flotida:1950 Marley D�ive/Haines City FL 33844/(800)755-6001 failure in a connection due to a deviation 6om Uiis detail.My variation from Missouri:73389 Lakefront Drive/EaAh Cily,MO 63045/(800)326-4102 lhis detail shall be approved in advance by ITW Building Components Group,Inc. TfIISS-TO-BB8flf19:COf1Cf0�@ : • " � 5 Wndspeed for Outlookers Maximum Wind Speed 400T125-43 Outlooker Spacing attached to ASCE 7- 05 ASCE 7- 10 400T125-43 top chord minimum 1' (305mm) o c. 140 mph (63 m/s) 180 mph (80 m/s) (or equal) 2' (610mm) o c 100 mph (45 m/ s) 120 mph (54 m/s) AI IA (1) #10SDS at 400S162- 43 minimum 400T125- 43 �— �(or equal) See � each outlooker � View B � — � — I I r (4) #10SDS __ r I I � ��o Q���(4) #10SDS -j---- — - -__= I I I II I� ��� ��-� TrusSteel Ij lJ II ITWBCG HT2 5A �p � /� ITWBCG HT2 5A � truss Outlooker I � (or equal) / (or equal) � spacing ;! I� � I I� ��� �� �� � 7-� - � , , �,-- �- �, ' i,I � � � I I Outlookers 400T125-43 , _1 G� minimum (or , �Z� #�OSDS � (2) #10SDS II'I II equal) Attach V ew B I to each outlooker I I �! as shown i (1) #10SDS at I �I I � '� each outlooker � � II I� I �"Dropped" gable end I__ I � I� 2'0" (610mm) Min "Dropped" -- iT—/ � I' 4'0" (1219mm) Max gable 2'0" (610mm) Max. vuss �'-� � Section A- A 2 � 2'0" (610mm) Min. General Notes: (610mm) 4'0" (1219mm) Max. Max. 1 SDS = self- drilling tapping screw Partial Roof Layout 2 Maximum roof design load is 30 PSF (1 44 kN/m2) live load and 15 PSF (0 72 400T125- 43 attached kN/m2) dead load Maximum soffit load is 10 PSF (0 48 kN/ m2) to lop chord Top Chord 3 Max wind load ASCE 7- 05, 140 mph (63 m/s) or ASCE 7- 10, 180 mph, closed � building, 30' (9144mm) mean roof height, Category II, EXP C, K,i = 1 0, top chord �' (1) #tOSDS (TYP) from dead load used for wind design is 5 PSF (0 24 kN/mZ) ��`;� track to outlooker 4 Roof pitch shall be from 2 2/ 12 (10 39°) to 12! 12 (45°) � 5 If truss;size is TSC2 75, then the outlooker may be 3625162- 43 with a 362T125- 43 Irack. � a 6 Oullooker studs y, daced so that there are no punchouts located wilhin 10" (254mm) of a beari �1��'��'�•/ (4) #105DS (TYP) from track e������RAI /`�/� ��/�P to chord within 6" (152mm) �` �Y �'��'1 � on each side of outlooker 7 Method��an��i�C��og�n�� �t� transfer diaphragm shear to gable truss are the 4005162- 43 respo�,[i��-, o bf \ �pp�i�l, .d�e�sgf (1) #10SDS (TYP) from w�`' `V o �' � a V.�M track to outlooker C- Stud outlooker g Col Forrnded eel Ic lat'ons �' � C����� pre pq-� the 2010 supplement to the AISI 2007 "North �/12W B Am�'ricandSpe i (�lalio� he �esigr�,,,of Cold- Formed Steel Structural Members" -- (S� 0�/52- 10). � .. ° � Standard Detail: ,£ o C-Stud Outlooker �, n TATf= OF ° �° ��'� ° 4 TSO41 �' '� � ' �+ r, � e03/z 2014� o ���',��,�� Attachment To °'� ,���e��o�yoQ m°��. � Date: TrusSteel Trusses '�°.��s� � ° ° ° E���° 07/16/12 www.TrusSteel.com �, �N A�... �a '�,�d d���!�/�8/2014 TrusSteel Detail Category: ITW Building Componen�s Group,Inc.shall not be responsi6le for any peAormance Flo�ida:1950 Marley Drive/Haines Ci�y FL 33844/(800)755-6001 failure in a conneclion due to a deviadon fiom Nis detail.My variation 6om Missouri;13389 Lakefront Drive!Earih City,MO 63045/(800)326-4102 this detail shall be approved in advance by ITW Building Components Group,Inc. OUlI00K0f � �� � r U Allowable Loads - Ibs (kN)A,e � e�� ASTM �90 � f'c of grout grout- filled CMU U- block � p� P2 (Design by others) psi (MPa) -Clip A each face 2000 (13 79)� 570 (2.54) 160 (0 71) 585 (2 60) a a d (1) %Z" (13mm) C7' X 5" 2500 (17 24) 960 (4 27) 1230 (5 47) 550 (2 45) �c ° a (127mm) Simpson Titen HD a through Clip A predrilled hole a A. Allowable loads shown on this detail are not in combination � P1 (3) #10SD5 a B. Clip connection is required on both faces. each clip each face a. C. Design values are for uncracked concrete ( �P2 � -313�j6° (47mm) ° min (TYP) a S•• ° Q e r�2 � a �,,�r�,��J � TSC2 75, TSC3 00� �pJ or TSC4 00 \ / a a Y , F r,y 9�• � ° � ��J ���/ /5/8"R1 � (16mm) � IGeneral Notes_ ��Z �� �� 1 SDS = Self- Drilling Tapping Screw (38mm) ' \ � /T 2 #105DS screw spacing, end distance, and edge distance is 9/6" (14mm) minimum � 3 Attachment of second clip on opposite face of chord is identical to what is detailed \ l 2�"�s � ,• � �gy�� 4 For 2000 psi grout� Special inspection is required. For proper installation of Titen HD fasteners, grout Q�ry ��0c�� 3�a requirements, and requirements of special inspection, refer to ICC ESR- 1056 (March 1, 2012) n,� lA$m 3 ' �� 5 For 2500 psi grouk The term "grout" refers to normal weight concrete ONLY Special inspection is re uired For ro er installa i Iffri q p p �r` �rypF�D fasteners and requirements of special inspection, refer to ICC ESR- 2713 (Sept�e��Q��` 1\(�01'�� ,plg`�� r} Y' .<J Ci�Ip A 6 It is the responsibilit�°�`p���cb3�+'1d�('�,p � oig�(��d-��erify that the structural support members are designed for all applicable IQa �nalu�i,�O§'�'6���t` I¢fn'�z�p-sP�q) the loads given on this detail. 16 ga ASTM A653 SS Grade 33 G60 � � e Q {�' � Bare melal thickness, t = 0.0538" (1 37mm) 7 Cold- Formed Sfea�'!,' Cal�ulati��ar���r�tG�te 2�1�0 s�,plement to the AI51 2007 "North American Specifications fo�t 8esign of�Col Formed �eel �iructural Members" (5100- 07/S2- 10) a � Standard Detail: 0 �,��.-�.,�. ,. ° Uplift Attachment � a�,��2�20 4� °� o.° �� TS031A r, r ����`������ To CMU Bearin '`� n� �o�tio?� ��' Date: �' . o ` www.TrusSteel.com g �d%r s'o N A� �4 �;•�°� 07/16/12 ' �!�!f��/28/2014 ITW Building Components Group,Inc.shall not be responsible for any peRormance TrusSteel Detail Category: Florida:1950 Marley Drive/Haines City,FL 33844/(800)755-6001 failure in a connection due to a deviation from ihis tletail.Any variation from Missouri:13389 Lakefront Drive/EaAh City,MO 63045 f(800)326-4102 this detail shall be approved in ativance by ITW Building Componenis Group,Inc. Truss-To-Bearing:Concfete � '_ v� ... p � Connection of Clip to Girder Web Side Mounted Connection Face Mounted Connection I 3/4" (TYP) i � Connec�or clip/plate �/q^ �Typ� ��._ _�/q�� �7Yp� � Apply fasteners in Area A Area B� Area ez Area n I I I II I along full length, a I I I� _T _ D � � � � � � I I Apply an equal a I I I I I Connector clip/ plate 3i 4„ �n,P� � I I%' b num ber of fasteners i i in Areas B1 and B2 � � � � � i �' —� �� ��—I along full length, b. i � v a° �rvP� — � — ✓ — -- —� � —� Girder I 7 Girder Supported Truss Connection of Clip to Supported Truss Web Clip to Web Face --��-1/4" (TYP) � Apply an equal num ber of fasteners in Areas C1 and C2 along full Area ci � � �- Area cz �ength, c � I I�I I�� � � � ��/�j�, � il�l I�I -Connector clip/ plate �_L����� �r�//O�I — �- 3/4" I �' ___—________--_—__.--_� i � � �q`��qrva�rrpir�op�� I � ------ ' `��p�� V�����'� ��. —�� q�� � q �� mo pe a //�� �� � ����a p��(j�1Nf��a n�p9,�ved truss drawings for supported Iruss and girder Girder Supported Truss � p in rma�i ,. � 0 • o m. • NQ, 7�j��'rjrnillirReterSf;multiply distance in inches by 25 4 ° o 0 • � r Standard Detail: 1��::��.3��; ,��° Connection Areas for s pae3��T�TF�. OF oo� a Tso6s �� �'��`�--�' Clip/Plate to Z-webs �~� ��•o9F�of�io?� ��', Date: �, ss ° � •° N ° ° ,.`' 07/16/12 www.TrusSteel.com e,�l���N A�+��Zo a g nr: ITVV Building Components Group,Inc.shall not be responsible for any pertormance TrusSteel Detail Cate O Florida:1950 Marley Drive/Haines City,FL 33844/(800)755•6001 failure In a conneclion due to a deviatlon from this detail.Any variation from Mlssourl:13389 Lakefront Drive I Earth City,MO fi3045/(800)326-4102 thls detall shall be approvetl in ativance by ITW Bullding Componen�s Group,Inc. TfUSS-lO-TNSS COf1f18C110f15 f �_" � � � 6 , � � ,�--_ 4 . d.z l'Z a . �3 ���a 4 y;�� � �LL N N O F 1;1�1��91+! Wa'sK �N 61L �d J 37'3" Field to confirm Uuss spacing �— Field to confirtn pitch �� �- -- - - -- - - 2 - - -- - - -- - -- - - M,c��� �' 'y�s _� � s'o2 � � �.�� � � M1 L CJ2� �CJ2 � i •Use Connections shown an ctural Drawin9s tor C.14 i H 6 i CJ4 TypaM1-M2-M3 K1-K3 9 �D� � � � aT � cp W i � W cp � I I � , ` ` _ M2 _ T1 � CJ4� �CJ4 J77 � 12/12 - CJ2� i CJ2 � � CJ55 Field to confirtn pitch , � —��— 0 —��— ,S, �� F�o�nne°c�ors{o wa�i by gt�e"rsa� � �, �� � 6.6/12 � �N `�6' CJ33 ,�4• � 0. /12 i f° �---�? 10'$" c�� °I i r CJ11 � � L__ �� � y a� � ee rg, Uuss o russ `— � � t� M � �� N � � connedors supplied. � � � � � � � Q U U U 3.25/12 y�a I connedors supplied 4x12 bendable � 4suc3,tsuc5,ttc5 �—7�4��—�-��N�---14�2��—�~�O��o Lg bent 20 gauge supplied o� � Fascia,Ridge,Hip Ridge. � m d"' � Detailed by Romac Lumber&Suppry � I C11� . � I �3 � I � � U JOB NO: , 66 PAGE NO• 1 OF 1 � I i �' �� m�1 a �4 ���� � N�Yf tV ` N 00N r fLL�� NN �F mm�� WaLft ���.LL �n y J � 37'3" Ffeld to confirm Uuss spacing � U Field to confirtn pitch � — -- — — -- — — 2 — — -- — — -- — -- — — �,'C1�9 � 'S'✓G _U U_ 6.6�/12 _U U_ ��6 � L M1 i — — � T CJ2 CJ2 � i •use Connections shown on ctural Drawings for CJ4 i H 6 i CJ4 Type M1-M2-M3 K1-K3 9 _ c�- �p \ / � � V' �D W , , W a� � � � � , ` ` _ M2 _ T1 � CJ4� �CJ4 J7 � 12/12 ' CJ2� i CJ2 � � CJ55 Field to confirtn pftch , 6 �� p �� ,S, �� F�o�nne°c�ors�o�I by gt�er"sa� 0 �� N� � 6.6/12 � �N `�6' CJ33 ,,4„ � 0. /12 i �` �� 1�'$" c��°�'c °� � CJ11 � � L--r y �� � � �g, 5S o NSS � � � � M � �jaN •� 1 connectors supplied. � � � � � 0 �,,� a U U c�3 25��2 y Q I connedors supplied 4x12 bendable I tsuc3,tsuc5.ttc5 �—7'4"—�}-�-�N�—14'2"—��—��'�o Lg bent 20 gauge supplied ov � Fasaa,Ridge,Hip Ridge. d d"' � Detailed by Romac Lumber 8 Suppty LL � C11� .' I �3 � � � � ' U JOB NO: 66 PAGE NO: 1 OF 1 �� < �4 tMM� � N��N , O m N �1Y1�M N N D� ��M� Wo=x "'aaLL �d J 37'3" Field to corfirtn truss spacing L U Field to cordirtn pitch _� �, � TM - -- - - -- - - - - -- - - -- - -- -- - M C1i� y�s _V v_ 6.6�/12 _U U_ ��6 M1 T � CJ2� �CJ2 i i •Use Connections shawn on ctural Drawings for CJ4 i H 6 i CJ4 Type M1-M2-M3 K1-K33 9 N �p � / N - � � d' �D W , , w � � � � , ` ` M2 _ T1 � CJ4� �CJ4 7 � 12/12 - CJ2 i � �CJ2 � I � CJ55 Field to confirtn pitch , , �6 �� 0 � � ,�,✓s ', CJ33 t F�o�nne°c�ors�o"�i by gt�er"s9~ O�2 ' � ,,,� U 6.6/12 U �N �'a" � �° �T�e 1��8��-°I`' °� � CJ11 � i �__ �� � �— y � I ee rg, ssto ss �' � � � M � �jaN � I connedors supptied. � � � � � 0 � Q U U v 3.25/12 y o. I wnnedors supplied 4x12 bendable I tsuc3,tsuc5,nc5 �—7'4"—�-�-���—�4'Z" ����o Lg bent20 gaugesupplied ov � Fasaa,Ridge,Hip Ridge. d d�` I Detailed by Romac Lumber 8 Supply LL � C11� � I �3 � � � U - JOB NO: 66 PAGE NO: 1 OF 1 , � I i � I ' . � �� `��a � =9�� � �LLAM NN �� IN')�M10 W�=K "��au. `na J ( 37'3" —� Field to confirtn Wss spacing L U Field to confirm pitch ��' - -- - - -- - - 2 - - -- - - -- - -- -- - � �9 � '�'✓ U U 6'p2 U U �.��0 r,�C1i G - -- - - - - -- - -� M1 L CJ2� �CJ2 i i •Use Connections shown on ctural Drawings for C�4 i H 6 i CJ4 Type M1-M2-M3 K1-K33 9 N �p ♦ / �p N - �D w , , w 4� � � � � ` ` _ M2 _ T1 � CJ4� �CJ4 J77 � 12/12 " CJ2� � �CJ2 � � CJ55 Field to corfirtn pflch �6 �� � �� ,y�s '� FG�o�nnec�£o�s�o wall by gt�e�rsa� � � N� -Nj 6.6/�2 —Nj j�., CJ33 ��4� � 0. /12 � �,° ri���'$�'�i° °� i CJ11 � i N L � � � M � y�a�� i ee rg,W ss to russ � � � � � � � N � connectors supplied. 0 M y U U U 3.25/12 �a ' connectors supplied I 4x12 bendable tsuc3,tsuc5,ttc5 �—7'4"—����N�}�14'2" 1�'�'o Lg bent 20 gauge supplied ov � Fasda,Ridge,Hip Ridge. �"' � Detaiied by Romac Lumber 8 Supply � I C11� .'� I �yJ T �J r U JOB NO: 66 PAGE NO: 1 OF 1 -- I Jac ueline Bo es 4 9 From: Bill Burgess � Sent: Tuesday, February 18, 2014 8:18 AM To: Jacqueline Boges " Cc: Jim Drumm Subject: FW: Silt Fence ' Just FYI From: Bill Burgess Sent:Tuesday, February 18, 2014 8:13 AM I To: Kevin Boutros ; prechdan@pillargroupfl.com Cc: Shane LeBlanc .. Subject: RE: Silt Fence Good Morning, Just returned to office and found that silt fence has still not been installed as needed. It was my understanding that this • was going to happen Friday or Saturday of last week as discussed at our meeting Thursday.This is a pu�blic project paid with public funds and,the perception is that we are above the law.Well I assure you we are not.At this time I am putting a deadline of 5:00 pm Wednesday the 19`h to have silt fence in place, if not you might as well not have your subs show up for work Thursday because the project will be stopped until silt fence is in place....Bill From: Shane LeBlanc Sent: Wednesday, February 12, 2014 1:40 PM To: Kevin Boutros ; prechdan@pillargroupfl.com Cc: Bill Burgess Subject: FW: Silt Fence Kevin/Peter: Please see the attached e-mail from the City Building Official. � Thanks, Ska.v�z Le.f3l.a.w� Public Works Director City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 O: (813).780.0022 x 3561 M:(813).714.6293 F: (813).780.0025 Gi�miA9tl1! ' 4 �� �/i �. "Co�nmitted to�ceCCence" 1 From: Bill Burgess Sent: Wednesday, February 12, 2014 1:08 PM To: Shane LeBlanc Subject: Silt Fence Hey Shane, I know we discussed silt fence for the fire department. Have they indicated to you when they were planning on installing it.We got quite a bit of rain coming this way tonight and I'm concerned about our storm drain at 6`h ave and 7th street. Bill William A. (Bill) Burgess Certified Building Official Certified Fire Safety Inspector Director of Code Enforcement City of Zephyrhills i � 2 � � ' � �� �v l3 . ' Florida Energy Efficiency Code For Bui[ding Construction . EnergyGauge Summit�l�Ia/Com-2010, Effective Date: March 15, 2092—Form 506-20'!0 � ' Total Building Performance Method for Commercial Buildings ; � � PROJECT SUMMARY Short Desc: 12-06b0 Aescription: ZephyrhilIs FS No.2 Owner: City af Zephyrhills - Addressl: 38410 6th Avo City: ZephyrhilLS Addres�l: Enter Add�ss he�+e State: FT, Zip: 33542 Type: Police/Fire Station Class: Renovation to existing building Jurisdiction: ZEPHYRHII�LS,PASCO COUN'I'Y,FL(611600) Conditioned Area: 1490 SF Conditioned&UnCondidaned.Area: 1490 SF No of Stories: 1 Area entered from Plans 1440 SF Permit No: 0 Max Tonaage 5,4 If different,write in: EnergyGauge Summil�Fla1Com-2010.Section 506.4 Compliant Soffware.Effective Uate:March 15,2012 I/7/2014 Page 1 of 8 � � .. , Compliance Sammary Component Desigu Criteria Result Crross Energy Cost(in$) 1,254.0 1,337.0 PASSED LIGHTTNG CONTROLS PAS3ES EXTERNAL I;IGHTING PASSES HVAC SYSTEM ��,; PAS3ES ,�, PL•°�.�'�TT " None Entered WATER HEATIl�TG SYSTEMS None Entered PII'ING SYSTEMS None Entered Met all required compliance from Check List? Yes/No/NA IMPORTANT MESSAGE Info�009- - -An input report of this design building must be subrnitted along with this Compliance Report EnergyGauge Summil�FlalCom-2010.Seclion 506.4 Compliant Sof�nrare.Effective Date:Nlar�h 15,2012 � 1/7/2014 Page 2 of 8 CERTIFICATIQNS �����r a��al��;�� �,o�� �oa+ ...00�•��� :�.4'a• �GEN •, f ` � � (hereby certify that the plans an���rifica�o� 3 5 0 71 � ;alculat' n are i ompl' r(ce�h e Florida Energy Code � • ° � *� � � � � � Prepared By: �ley P,��,(�� �:� : Building Official- i � o , � : e°�'•�'� a�°' ``'= � Date: s . Q��. +,\"�',• Date: s o....• ��j d � oveo �° I certify that this building is in campliance vfi�fi t19�4'�Lc9�ida Energy Efficiency Code Owner Agent: Date: !f Required by Florida law,1 hereby certify(*)that the system design is in compliance with the Florida Energy Efficiency Cade A.rchitect: Reg No: Electrical Designer: Sianley P.Newtan,FE Reg No: PL135471 Lighting Designer: Stanley P.Newion,PE Reg Na: FLi35471 Mechanical Designer: Stanley P.Newton,PE Reg No: FL(35071 Pl�mbing Designer: Stanley P.Newton,PB Reg No: FI../35071 (*) Signature is required where Florida Law requires design to be performed by registered design � professionafs. � . �� ��t��� 1�t�#��, �ttG. t�etf�P�.��n,1P.�. �'��:�:�f�►.360,�� �a#�tt�•o1' . � "s�ia�atta�Pl�.4� EnergyGauge Summif0 FIa1Com-2010.Secfion 506.4 Campliant Software.Effective Date:March 95,2012 1/7/2014 Page 3 of 8 Project:12-0660 Title:Zephyrhitls FS No.2 Type:Police/Fire Station (WEA File:FL TAMPA_INTGRNATIONAL AP.tm3) _ Building End Uses 1)Proposed 2)8aseline Tota1 SO.IO IOS.90 $I,2S4 $I,671 ELECTRICITY(MBtulkWhl�) 80.ia �os.90 ?3489 30997 �r,asa $1,6y� � AREA LEGHTS 16.90 ��.io 4955 50�9 $265 $27I M[SC EQUIPMT �.�o n.4o 6549 6549 $3S0 $353 PUMPS&MlSC - - o.00 o.io ia i� $I $X SPACE COOL 19.sfl 33.40 s�ix ��a _ $30S $527 SPACE HEAT � o.so 2.70 � 161 798 �9 ,543 - -- - - -- - - -- - - - - - - - - - -- --- - - _. _ . _ __ -.. _ VENT FANS 2o.so 30.20 6098 8840 -- ----- _ $326 $476 - _-- - - - -- - -----_� - - Credits Applied:None PASSES Passing Criteria=1337 • - Design(including any credits)=1254 Passing requires Proposed Building cost to be at most 80%of Baseline cost This Proposed Bnilding is at 75.!% � EnergyGauge 5ummit�FIa1Cott�2090.Section�6.4 ComPliant Software.Effectrve Dafe:�Aar�h 15,2012 1/7/2D 14 Page 4 of 8 I pmject:l2-0660 Title:Zephyrhills FS No.2 Type:Police/l�re Sfatioa R( rEA Filc:FL TAMPA IlVTERNATIONAL AP.tm3) EzternaI Lighting Compliance ,��� Dtseriptton Category Tradable? A[lowence Atea or Length EL,PA CI,P (W/Unit) or No.of Units (VV) (R� (S it or ft) Er.t Light 1 Special Feature areas Yes 0.20 226.0 45 205 Ext Light 2 Canopics{freestanding,aitached Yos 1.25 220.0 275 100 and Overhangs) _ Ext Light 3 Lighting that is speci8cally No 3 A 123 desi�nated as required by a health or Iife safety statute, ordinance,or regulation Tradable Surfaces:30S(VV)Allowance for Tradable:962.16(W) PASSES All F.gternal Lighting:428(VV) Complicance check inclndes a ezcess/Base allowance of 750.d0(VV) ProjecG 12-066fl Title:Zephyrhills FS No.2 Type:PolicelFire Station (WL<AFile:FL TAMPA_INTERNATIONAY, AP.tm3) LightiQg Controls Compliance Acronym Ashrae Description Area Desiga I1tin Compli- ID (sq.t�) CP CP ance Offece I7 Officx-EncIosed 1,490 9 1 PASS�S PASSES t EnergyGauge Summit(�1 FIa1Com-2010.Secdon 506.4 Compliant Software.Ef�ective pate:March 15,2012 1/7/2014 Page 5 of 8 � Pr�ject:l2-0660 '�itle:Zephyrhills FS No.Z � Type:Police/Fire 5ffition {WEA File:I+L TAMPA IlV1�RI�IATIONAL AP.tm3 System Report Complianae PrOSyI System 1 Constsnt Voinme Air Coo[ed No.of Units Split S�stem<65000 Btu/hr 1 � Comp�aent Category Capacity Design Eff Design �Y,V Comp- Eff Criteria II'LV Criterea liance Cooling System Air Condition�rs Air Cooled 1b.00 12.23 8.00 PASSES Split System<65000 Btu/h � Cooling Capacity Heai�g System Electric F�nace i.00 1.00 pp��g Air Handling Air Handler(SuppIy)- 0.80 0.82 p�SEg System-Supply ConstanE Volume Air Aistribution ADS System(Sup) 6.00 PASSES S4�stem{Sup) Ar Distribution ADS Systcm(Ret) 6.Q0 PASSES S��stem(Ret) PASSES Plant Compliaace Description Ynstalled Size Design Min Design Niin Cafegory Comp No Eff Eff IPLV IPLV Iiance None Water Heater Compliance Design Min Design Mag Comp Description Type Category EtF EH' Loas Low liance None F EnergyGauge Summit�FIa1Com-20�I0.Section 506.4 C,ompliat�t Soflware.Effecfire Date:March 75,2b12 1/7/2014 Page 6 of 8 Piping System Compliance Category Pipe Dia ls Operating Ins Cand Ine Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick jin] Thick[in] [Fj .SF.F] None EnergyGauge Summif@ FlalCom-2010.Section 5U6.4 Compllant Saftwara,F.ffective Date:Mar�h 15,Z012 1/7/2014 Page 7 of 8 Project:l2-0660 Title:Zephyrhills FS No.2 Type:Po[ice/Rire Station , (WEA Fife:FL TAMPA INTERNATIONAL AP.hn3) Other Xtequired Compliance �� Cstegory Sectian '�RecNirement(write N/A in bog if aot applicable) ��k Report 506.4.2 Input Report Prim-Ovt from EnergyGauge FlaCom atfached � O�e[ations Manual 303.3.1, Operations manuel provided to owner � 503.2.9.3, 505.7.42 Windows&Doocs 502.3.2 Glezed swingiag entrance&rovolving doors:max.1.0 cfinlfl�;aIl � other products:0.3 cfm/f� Joims/Cracks 502.3.3 To be cauliced,gasketed,weaiher-stripped or otherwise sealed � Dropped Ceiling Cavity 502.3 Vented:seal&insulated ceiling.Unvented seal&insnlate roof& � side walls HVAC Efficien 503.2.3 effici �Y Minimum encies:Tables 503.23(1}(8) � HVAC Contro�s 503.2.4 Zone controls prevent rcheai(exceptioas);separate thermostel3c � conhol per zone; Ventilatian 503.2.5 Outdoor air supply&exhaust ducts shall heve dampers that ❑ automaticaEly shut when systems or spaces served are not in uso. Exhaust sir energy recovety required for caoling systems (Exceptions). ADS 503.2.7.5 Duct sizing and Design have been performed ❑ HVAC Ducts 50327 Air ducts,fittings,mechanical equipment 8t plenum chambers sha(1 � be mechanically attached,seeled,insulated&installed per Table 503.2.7.2.Pen power limitations. Balancing 503.2.9.1 HVAC distribution system(s)tested 8c balanced.Report in ❑ conshuction docvmenis. Piping Insulation 503.2.8 HAC and senrice hot water.In accordance with Tabie 503.2,8. � Water Heaters 504 Performance requirements in accordance with Table 504.2.Heat � �P�1�. Sa7mming Pools 504.7 Vapor-retardant or liqaid cover or other means proven to reducc � heat loss on heabed pooLs;Time switch(exccptions);neadi}y accessible on/off switch. Motors 505.7.5 Motor eff ciency criteria have been met � Lighting Controls 505.2,502.3 Auiomatie coalral required for interior lighting in buitdings>S,OQO � s.£;Space wntrvl;Exterior photo sensor,Tandom wiring with 1 or 3 l'meaz IIuorescent lamps>30W EnergyGauge Summit�l FlalCom-2010.Sectlon 5�.4 Corr�lEant Sofiware.�fiective Date:Mar�h 15,2012 1/7/2014 Page 8 of 8 i , I I� . EauergyGange Snmrnit�v4.10 rnr��r n.��A�POR�r Praiec� Informa�on - 1'roject Name. 12-Ob60 Orie�nikation: Nortlz Projcct Tit1e: Zephyrhiiis FS No.2 $��$��� Police/Fire Station � Addresss 3841 U 6th Ave sw�ldjng Clas�ca�on: Renovation t�e�stin�build'zng Entes Address h�re State: F'I, No.of Storle�: I Zfg: 33542 Gro�ssArea: 149a SF +��� City of Zeph.yrhills Zones Na Acronym Descriptlon 1�ie� Arca MuIEiplier TotalArea IOI����� 1 ������W ��� 1 Office Zone 1 CONDIT�ONED 1490,4 1 144Q.0 ❑ Spaces No Acronym Description Typc ' Depth WidtL Height MuItI Totai Area Tot�J Vobmc f�] I�] fn] Plier [9f� �ct] �r�noxd Energ}FGaugo Summit�?v410 1 In Zoac: O�cc 1 Office Zo0Sp1 Offica-Enclosed 1.00 1490.00 9.00 1 I490.0 13410.0 � ' Lighting No Typc Category No.of Watte per Power Control Typc No.of Luminuires Luminairc jW] �p�y In Zonc: Office In Space: Office I Recxssed FIuorescent- General Lighting 23 56 1288 Manual On/Off 8 � Na vent 2 LED Display/Accent Lighting 4 32 128 Manual Cotrtinuous 1 ]� Dimming 3 LID General Lighting 10 33 330 Manual Continuaus 1 � , D'unming � 1�a��S 1�Io Descriplaon Type R'idth H(Effec) Multi Area Direction Conduetanee �eat Dene. It-Value [t1t] [ft] plier jsfJ [Btu/hr.sf.T] Capacity jlb/ct] [h.sLFBtu] �� [Btu/sf.TJ In Zone: Office � 1 PrOZo1Wa1 0.75 in,stucco, 45.50 10.00 1 455.0 North 0.083$ 11,224 50.24 11.9 ❑ ; ';, 2"styra,8"CMLJ,Ix2 ' '' '� : �d4"oc,ai.�spsce,0.5" �, ; 8YP �� � s, 2 PrOZo1Wa2 0.75 in.stucco, 30.00 15.00 1 450.0 West 0.4838 11.2?� 50.24 I1,9 :�;]�: ;�i 2"styin,8"CMU,lx2 �� ��, x24"oc,airspace,d.5" � �YP 3 PrOZo1Wa3 0.75 in.stucco, S.QD 31,00 1 248.0 West 0.0838 11.224 50.24 11.9 ❑� 2"styro,8"CMiJ,I�l x24"oc,airspace,O.S" � �� lflnfl�� L�nc�gyGaugc Summft�v4.10 Z Q. PrOZo1Wa� 0.75 in.stucco, 36.00 I0.00 1 360A South 0,0838 11.224 50.24 11.9 ❑ 2�sty►�+s0"CMU,l�s2 � x24"oc,sirspace,0.5" �'P 5 PrOZOxWaS d.75 in.stucco, 9.54 31.00 1 294.5 North t},4838 1I.224 SU.?A 11,9 [� 2"styro,8°CMU�I� X24"Otw'AIi'S�FICe�4.5" �.YP 6 PrQZolWs3 075 in.stuccoR 8.t}a 31.00 1 245.� Esst O.fl838 12.22� 5�.2� 11.9 ❑ Z°styt�o,8"CMiJ,lx2 xZ4'bc,sirspSCe,Q.S" gYP WindOWs -� No Deseription 1�Se , Shaded U SHGC Vis.Tra W H(Effec) Mu�ti TataI Area � �st�t�s��� C�1 [ftl pu� �st� � In Zpnc: O�icc � In Wall: Nocth 1 .PrOZo I Wal Wi 1 User Defined No p.9000 0.50 0.40 35.00 5.00 1 175.0 � In Wall: South Higb 1 PrOZo1Wt�.5Wi1 UscrDefined No 4.9d00 O.SU 0.40 2.SQ 6.00 1 15.0 � Ia Wall; South Low 1 PrOZalWa4'Wil iTsorDefined Na 0.90d0 Q.50 U.40 12.00 S.UO 1 55.0 e 2 PrQZ.d�Wa4Wi2 UserDefined I+To b.9000 0.5{? 0.40 3.OQ 7.50 � I 22.5 In Well: ' West High ❑ 1 Z's4ZoiWa3Wi1 Userl)efined Na 0.9000 0.50 0.4U 2.50 6.SQ 2 32.5 D041"S No Descriplaon Type Shaded2 Wtdth II{�ffec) 1V,Calti Aree Cond. Dens. I�eat Cap. R-Yalac [fE] ��'t] plier jsf] jBtulhr.sf.I{'j [lblcfJ jBtnlsf.F+] @.sf.FlBtu) In Zone: Tn WaII: , ❑ 1!?r1014 , L;nergyGauge SummFt�r v4.10 3 - Roofs . No Descriptlon Type Width H(Effec) Multi Area T'�It Cond. Heat(:up Ucns. R Value Irta jf�) plier [sfJ jdeg] [Stu/hr.Sf.F] @tWsf.FJ pb/cfJ [h.sf.T�lBtu] In Zane: Offece � 1 PrOZo1RfI Mt1,Bldg Roof/R-19 1980.00 1.00 1 1980.0 0.00 0.0492 1.34 9.49 Z0.3 ❑ Batt $��19�1tS No bcecriptfon T�pe U SHGC Vis.Trans W H(Effec) Multiplter Arca Totat Arca [ntu/hrafl� [�t] I�1 IS�1 [�fl In Zonc: In�oof• ❑ FI001'S No Descnlption Type Width H(E�'ix) MuIH Area Cond. Heat Cap. Dens. R Value Iftl (ft� plier [sfJ [�ita/hr.ef.F] (I3tu/sf.FJ [lb/ct] [h.sf.FBtu� In Zoue: OfHce 1 PrOZo1F11 1 ft soil,conczeDe 1490,00 1.00 1 1490.0 0:2681 34.00 113.33 3.73 ❑ floor,carpet and rubber pad Systems PrOSy1 S�stem 1 Consfant Votume Air Cooled Split No.Of Units 1 _ ' ' System<65000 Bta/ltr �i _ Component Category Canacity �fficiency IPi,V i coo�g sy� r�9oa.00 i6.00 s.00 p 1/7/Z014 EnergyGaugc 3ummit�v4.10 q 2 Heating System 32'155.00 1.Q0 ❑ s. 3 Air F£andling Sysbem-SuppIy 2i i 5.00 0.80 (�] •1 Air D'zstributiun Sy�tcur{Sup) b.OQ [� 5 Air Distribtrtion$ysfem(Ret} &.Oa ❑ Plant Equipment Category Size Ins�l�To E� IPLV _ ❑ Water Heaters W-Hcatcr Description Capactty Cap.Unit L�.'8� �ciency Loss ❑ E�ct-L"tghting � Dcscription Category No.of wa�ner ArealLen/Na of units Contrni Type Wattagc Luminaires Lttminait'c [sf/ftl.No] ["WI 1 �xtLight l Spociel Feature areas ^ 5 41 226.00 Astronomical Tim�t'Cotth+ 2Q5.00 ❑ 2 EtctLight 2 Cenopies(freestanding, 4 25 22{�.flt} Astcanamicai Tinzer Coniri 10{I.00 ❑ ettached and Overl�angs) 3 Bxt Lig#�t 3 Lighting t6at is specifie.�lly 3 �1 3.fl0 Astronomiteat Timer Contr 223.04 ❑ desig�a,ated as required by a health ox life safety statute, ardinance,ar regulation `` Piping No Type Operating Insulation Nomonal pipe Ineulatian Is Runout? Temperature Can�lucLivity Diameter Thictcncss (7F� [Btu-inlh.et.� [inI Cnl 117lZO14 EnergyGange 9ummit�t v4.14 5 I ❑ � Fenestration Used Name Glass Type No.of G�a� SHGC V�.T P�� Conductance [Btu/h.af.FJ ASHUI,Db1TntM UserDefned 2 0.9000 0.5006 0.4000 ❑ tl-Oth frm Materials Used Mat No Acronym Description Only It Value RVa1ue Thicl�css Condnetivity Dcnsity SpecificHeat Used [h.sEFBtuJ [ft] [Btu/h.f� [lblcfJ [litu/1b.F� 187 Mat1187 GYP OR PLA,S No 0.4533 0.4417 0.0420 50.00 Q.2000 BOARD,I/2IN 178 Mat1178 CARPET W/RUBBERPAD Yes 1.Z340 ❑ 265 Mat1265 SoiI,1 ft No 2,0000 I.0000 0.5000 100.00 0.2d{f0 ❑ 4S Mat148 6 in Hesvyweigtrt concrete No 0.5000 0.5000 1.00Q0 140.00 0.2000 ❑ 267 Mat1267 0.75"stucco No Q.1563 0.0625 0.4000 16.00 4.2000 ❑ 215 Mat1215 POLYSTYRENE.S}�., No 8.3350 0.1667 0.0200 1.80 O.z900 ❑ 2IN, 105 Mat1105 CONC BLK HVIr,8IN, No 1.1002 0.6667 O.b060 69.00 0.2000 ❑ HOLLOW 256 Mat1256 WOOD,SOFT, 1-I/2II� No 1.8939 0.1250 O.OG60 32.00 0.330Q ❑ 23 Matl23 6 in.Insulation No 20.00OQ 0.5000 0.�250 5.70 0.2000 ❑ 94 Matl9a BUILT-UP RO�F]NG, No 0.3366 0.0313 Q.0930 70.00 0.3500 ❑ 3/8IN - Constructs Used � No Namc Simple Massless Conductaace Heat Capacity Density RValue Construct Construct [Btu/h.s��J l8tu/sf.F] pb/ct] �h.s�F/I3tu] 1/7/2014 EnergyGaugo Summit�v4.10 (� i 1010 0.75 in.stucco, No No 0.08 11.22 54.24 11.9 [] � 2"styro,8"CMU,1�x24"oc,sirspace,0.5"gyp . Layer Maierial Matcrial '1'hicimess Framing Na• [ft] Faetor 1 267 0.75"stucco 0.4625 O,fl00 ❑ 2 187 GYP OR PLAS BOARD,I/2IN O.Q4i7 0.400 ❑ 3 2IS POLYSTYRENE,EXP.,2IN, 0.1667 0.000 ❑ 4 105 CONC BLK HW,8IN,HOLLOVJ U.6667 O.00D ❑ S 256 WOOD,SOFT,I-1/2IN 0.1250 O.OQO ❑ ' • - �� No Name , Simple Masaless Condactance Hcat C�pacity Density RVuiuc Construct Construct jBtu/h.s�F] [Btu/sf.T] [Ib/c£j [h.sf.F/Iita) 1047 Mtl Bldg RooPIR 19 Batt I�Io No 0.05 1.34 9.49 Z0.3 ❑ Laycr Material Meterisl Thicknc�s Framing , , No. [ftj Factor 1 94 BUII.T-UP ROOFING,3/8TI�T 0.0313 O.00U ❑ 2 23 6 in.Insulation 0.5000 0,000 ❑ No Name Simpie Massless Conductance Heat Capacity Density RValae Construct Construct [Btu/h.s�Fj [Bta/sf.Fj [Ib/ct� h.sfl�Btu] 1057 1 ft.soil,concrete floor,carpet and rubber pad No No 0.27 34.p0 113.33 3.7 ❑ i,ayer Maberial Matcriat Th➢ckaess Framing No. [ft] Factor 1 265 Soil,1 ft 1.Q000 0.000 ❑ 2 48 6 in.Heavywei�ht eoncizbe O.SQ00 Q.000 [, 3 178 CARPE!'W/RUBBER PAD O.Q00 ❑ 1/7/2614 �nergyGauge Summit�v4.10 7 - CITY OF ZEPHYRHILLS 5335-8TH STREET (sis)�so-oozo 16078 LP/NATURAL GAS PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 16078 Address: 38410 6TH AVE Permit Type: LP/NATURAL GAS ZEPHYRHILLS, FL. Class of Work: GAS TANK/LINES-NEW Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-15300-0200 Improv. Cost: 1,268.00 ' OWNER INFORMATION Date Issued: 3/11/2015 Name: ZEPHYRHILLS FIRE DEPT. Total Fees: 12 0 (,l� Address: 38410 6TH AVE Amount Paid: 12 . 0 ZEPHYRHILLS, FL. 33542 ' Date Paid: 3/11/2 1'5 Phone: Work Desc: INSTALLATION GAS LINES RANGE/DRYER & GRILL-FEE WAIVED CONTRACTOR S APPLICATION FEES AS MASTER ,INC. GAS FEE 50.00 FIRE PLAN REV EW FEES 50.00 FIRE INSPECTION FEES 25.00 t';� r/ ` , �'� I� �� Ins ections Re uired FIRE SITE NSPECTION-Final Chapter 633, Florida Statutes,authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review,administrative fees,and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of$100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMME ENT " � ` � `� o � CONTRACTOR SIGN TU E PERMIT OFFIC PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT- 813-780-0041 I Pre-Engineered Restaurant Fire Suppression Systems Report SERVICE COMPANY DATE OF SERVICE r TIME A.M. P.M. . .I � l ; � � C-c t� ANNUAL SEMI-ANNUAL RECHARGE INSTALLATION RENOVATION CINTAS Fire Protection �- �r 9318 Florida Palm Dr. LOCATION`OFSYSTEMC�LI�ERlS�� � t;�` ��j` v �YESL300❑NO � Jt d Z� � f � P���-- Tampa, FL 33619 ��FACT�ERr MODEL NUMBER WET DRY CHEMICAL (813) 621-6094 � °' M? %c' j�� ��G, CY�-L-�INDER SIZE MASTER CYLINDER SIZE SLAVE CYLINDER SIZE SLAVE �I rr��' ~ �,r. FUSE^CINKS 360°F FUSE LINKS 450°F FUSE LINKS 500°F OTHER CUSTOMER �� � Name ��� l�'C� ,''j�:��=� �Lc:-_ � � ,t r o FUEL SHUT-OFF ELECTRIC GAS SIZE �, ��l�ti �,r ���, � �,`'� �. ,t � Address y��'�� L� ��, "°'7 ,,.•1 ,s• SERIAL NUMBER LAST HYDRO TEST DATE LAST RECHARGE DATE ) 4 '1"' ` Ciry �-t f1 i�r��•' ��1 ! `S State�` L ZIP �.�� �� � �, �,,�,� ��.�/�t�t .f] ��,�: �� ��';�" � /i MANUFACTURER'S MANUALREFERENCE Telephone Store No. PAGE NUMBER: DRAWING NUMBER: DATE Owner or Manager COOK/NG APPLIANCE LOCATIONS. LEFT TO RIGHT ���1-•�J '� �B -�w� (��7 ,��,rj/��� ( �,' ,, � �� .� � l._:.� ,'- i�J���,_. �; 1�vi<<� t.�T i�a�d�zt. ~. ' -''� f, ,f �'� 2 ii e �� �j ' <� � i �I � x 1'� � ��..��,�-` �.� ;� / �l ;�r �i:�'' ��.��;; 1. All appliances properly covered w/correct nozzles � 20. Replaced fuse links �'�� 2. Duct and plenum covered w/correct nozzles �,r 21. Check travel of cable nuts/S-hooks +.�-° 3. Check positioning of all nozzles. I//� 22. Piping &conduit securely bracketed � 4. System installed in accordance w/MFG UL listing � 23. Proper separation between fryers&flame ,�..F`" � 5. Hood/duct penetrations sealed w/weld or UL device t.+'' 24. Proper clearance-flame to filters J� I 6 Check if seals intact, evidence of tampering _� 25. Exhaust fan in operating order �..�- � 7 If system has been discharged, report same e'`�i�> 26. All filters in place cr �i 8. Pressure gauge in proper range (If gauged) �✓'° 27. Fuel shut-off in on position e,.° I 9. Check cartridge weight(If applicable) �/' 28. Manual&remote seUseals in place �/' I� 10. Hydrostatic test date ��.�� 29. Replace systems covers ✓°� i 11. 6 year maintenance date ati-�'ii� 30 System operational&seals in place � � 12. Inspect cylinder and mount �✓' 31. Slave system operational /"ll,�:# � 13. Operate system from terminal link � 32. Clean cylinder&mount r.-' � ; 14 Test for proper operation from remote ��'" 33. Fan warning sign on hood �� I - • I. , , 15,;Gheck operation of micro switch � 34. Personnel instructed in manual operation of system � 16:4`.Clieck operation of gas valve �` 35. Proper hand portable extinguishers r�' ,;1`�:<=Clean nozzles � 36. Portable extinguishers properly serviced � 18. Proper nozzle covers in place d-O� 37 Service&Certification tag on system rs' 19 Check fuse links and clean c% NOTE DISCREPANCIES OR DEFICIENCIES BELOW ''J COMMENTS: ' On this date, this-pre-engineered fire suppression system was inspected and operationally tested in accordance with the fire suppression�system requirements of NFPA17 or 17A, 96 and the manufacturer's manual with the results indicated above. ° � �" �� ~rr� :'1'�- X f'�'`,/�'� r �',/�1�.��CP�1+1�d 3'}i'a`> / • � � ,- , �; �t�.� �- 't ,, _�, �'�`-SERVICE TECHNICIAN PERMIT NO DATE. TIME: AM PM CUSTOMER'S�"AUTHORIZED AGENT •"�The above service technician certifies that the system was personally inspected and found conditions to be as indicated on this report. � White-Office; Pink-Customer; Yellow-Inspection Office � ; � ZEPHYR�lE�L� FIRE DE�'A6�T'f�6�f�7' � 6907 Dairy Road,Zephyrhills, FL 33542 FIRE SERViCE USER FEES Occupancy No.: Plan Na.: Contractar: �� �� Business Name: Billing Address: Z�o_l�� ���k-- Business Address: 3 3�aS�" Business Rhone No.: Biiling Phone Na.: Susiness Fax No.: Biliing Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION PEES PERMIT FEE FALSE ALARM�EE 8 Site Plan N/C Annual N/C Sprinkler $5Q 1st Alarm N!C Multi-Family/Commercial .p6 sf 1 st Re-inspecGon N/C Standpipes $50 2nd Alarm N/C (Minimum Charge$25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C �Plan Revisions DBL 3rd Re-inspecGon $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS {Business ctosed until LP Gas $50 6th Aiarm $200 0-25 Neads $5Q viotations co�reated} Nafura(Gas $50 NOh!COMPLIANCE $160 26 plus Neads $1Q0 SPR#NKLEft SYSTEMS Fuel Tanks- pertank $50 STANDPIPE SYSTEM Nydra Undergrounds $45 Sparklers $100 �Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUMP Acceptance Test $45 persystem Camp Fire $25 �Per Pump $100 Hydrant Flow $75 Contralled Burn $100 FIRE ALI4RM SYS7EM Hood/Duct $5Q 8 0-25 Devices $50 FIRE ALARM SYSTEM Place of Assembiy $50 Mnual 2G plus Devices $10d System Acceptance $SO Fire Protection $25 SUPPRESSIQN SYSTEMS ftecall Acceptance $54 Flammable Application $50 annuai Wet $54 OTHER Waste Tire Storage $5Q anr,�a� Qry $50 �ire WaIUSrnoke Walt $15 Perwa�t Generator<KW $i00 CO2 $5Q Gas $25 per tank Generator>34 KW 15Q Other $50 Naturdl G8s $25 persystem Bio-H2�z.a�d W8sle $100 Mnual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10'x10'or greater $15 per tenc Torch PoUApplied $50 OTMER Fire Pump $45 Haz.Materials $100 a,nuai LP instaliaUon per tank $5d Fire Suppression $30 Fuel Tank tnstaliation $50 Systern Acceptance (Per Tank} $50 8 E�chaust HoadtDuct $30 �atural Gas Insialiation $5Q Re-inspectian D$L {Per System) (other than annual} �Spray Baoth $5Q � Inspection scheduled DBL 8 and cancelled less than 24 hours Construcdon Insp. N/C Emergency Vehicte A� $50 FALSE ALARM PLANS TOTAL� tNSPECTiON TOTAL�� PERMtT TOTAL� TOTAI. - GRAND TOTAl. �„�c,�'►� Comments: Date: �'' �f� �� tnspector: nm � / �. � � ► G�� o� Z�P+-���2�-tl�.�S �in.� P�t�I - 3�� l� (_,`th ���; Z�P�-i y��1-►1�.s �L. ?,3 S u � i P1 . I 1 � � q • 6 ' \ f� t � O ' � ' P � / / � 0 / + �n� � �a-�o � � .. ' � F��y�r� � ��l tS''C�t�lG� Li N C; C ° �6 �O� �iV l� �� F x���-i yv . P.A►�c�c� �,� to5 000 ►3-i'v 1� ?������� ��a��:�i til\2�t� � � i� �..�'9'�'��`���'��'�I�a y�� '�# ���b.�ar��q������� -- �t � Bb G� �Ri� � C�o ,000 4� kb "T�'TA L Lc�� f S I ,aoo �i� � �3���.U��C.I Lo�1GiT 1-�' �00' C�ACrv i�l�'V►�C1 ' Q26SSV 2`� �7�� W C. _ _ .. �.a � 2 GSS i �►��Nc� � �c;Tt�� ��1 ��5 ���- �`sL��s .��,.��- P�n���s ��s ��o,�� . � � � � � ��- c�'�� � � 2615 E. 7'h Avenue, Tampa, FL 33605 Office (8f3) 241-0258 • Fax (8i3) 248-4571 State License #CFC037965 • LP License #13776 ; www.GasmasiersTampa.com a�saso-oo2o City of 2ephyrhills Fire Fax-813-780-0421 Permi#Application Date Received �— � Phone Contact for Permit � �Mli"'_� r�-°�-,.�..�____�� ___�_________._-_-----_—__._____, ._v--:--.�__w��-_ __._ --:--- ---- -._�____�,_.�....,_.____._ _ 1---_,-_�,� Owners Name (� � Owner's Phone Number C� �� �� Owner"s Address - Fee Simpie 7itleholder Name Ttttehoider Phone Number � �� �� � Fee Simple 7itleholder Address �«_-_�.�._. ___ - -- -- - -__�_._ -_------- --- - ----°--- --�._�._,_. �_ _ _. � _.,._ __.____ __.-._.__ ._----_._�___..___... -----------------___----__ _ _ .-----___... __ ..�.__.�._._� Job Address 3 � �i' N,,/Q. Lot# �� Sub Division Parcel# i — � � "��1��� '�"J Ot1 � ��a _..__.___. __.-_�...._._-- _. ,__....�_.._—•--------�--�---- �Y y o Bio-Hazard Waste Storage-ANNUAL._.�_�_____._ ___._� � Fumigation Tent_`��,�^�.---�� ��_____�_..__�._ __ ��__. � Comm Exhaust Kitchen Hood/Duct � � Hazardous Matenal(Tier II or RQ Facility)ANNUAL � Gontralied Bum � Hood Instaltation aEmergency Generator�30 kw ~`'� LP/Natural Gas-Installation — Raf1�e. + D('4�f"� C�f�"'� I) � Emergency Gerteratar>30 kw � �P1Natural Gas-AtdNUAI.Sate � � Fire Protection Maintenance-ANNUAL � Places of Assembly-ANNUAL r y emi (A�n er Sprinkier � p ❑ C7 � � RecreationaS Bum � Fire Alarm � O � ❑ � � Sparklers ��t/� Hood Cieaning � ❑ ❑ p C� Sprinkler System Installatians �� ❑ Nood Suppression � 0 O O � � Standpipes(Sprinkisr 5ys) Q Fire Alarm Instailation a Torch Roofingll'ar Kettle a Fire Pumps � Waste Tire Siorage ANNUAL � Fiammabte App(ication•ANNUAL (�,$� up� Valuation of Project � Fuel Tanks [� �ther: t__,_._.-�.�...._... �_... _,_:�MU�-=- __-_..M _...._�_�__ _.._ __W_...._._ .-� �_Y-__=.- --_�-= ---.,d,__.. -_ ______.�._�._��___ ___._.__.__�_____y_;...__.____._ Contrac#ar Campany Signature Registered Y/N Fee Current Y/N Address license# ELECTRICIAN Company signature Reg�stered Y J N Fee Current Y 1 i�! Address License# PLUMBER � ' Company A'SYy'y�ST,,,r�ZS 's►JG. 5ignature `�✓-+� �� Registered N Fee Curcent Y/N Adaress 2b fi .% t 3��0� �icer�se# FCt7 L�� MEGMANICAL Company Signature �teg�stered Y 1 N Fee Current Y 1 t�l Address License# OTNER Company Signature Registered Y/N Fee Current Y/N Address License# E ,_..�.._-...,,.... .....,._°__�---- ' _- _.-- --`--°----- -----_°_________��_�__�,...___:.__u...� _ .. �.:_._.�._.�--�______�_�._....----- -'--- - - ... _ . � . .. _'--'-"=..._. ..: ---�— . . . _ . DireCGons: Fitt out apptication campiefely. Owner&ConVector sign back of application,notarized(Or,copy ot signed cantract with owner) If over 52500,a NoGce oi Commencement is required(Mechanical work over 5500D) Supply two(2)Sets af drawings with applicabie dacumentation Allow 10-14 days for review after submittal date. Parcel t!-obtained fram Property Tax Na6ce(http://appraiser.pascogov.com) � NOTICE OF DEED RESTRICTIONS. The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than Gounty regulations. The undersigned assumes responsibility for comp2iance urifh any applicable deed restrictions. � UNLICENSED CONTRACTORS AND CClNTRACTOR RESPONSIBlLITIES: tf #he owner has hired a cantractor or cantractars ta undertake work, they may be required to be licensed in accardance with state and loca( regulaiions. if the con#ractor is not licensed as required by law, both the awner and contractor may be cited for a misdemeanor violation under state (aw. (f the owner ar intended ot�ntractor are zancertain as to what licensing requirements may apply for the intended wark, they are advised to cantact#he Pasco Caunty Building Inspection Glivision—Licensing Section at 727-847- 8409. Furthermore, if the owner has hired a cantractar or cantractars, he is advised to have the contractor(s} sign partions of the "contractor Bfack" of this application for which they will be responsible. If you, as the owner sign as the contr�ctor, that may be an indication that he is nat properly licensed and is not entitled to permitting privileges in Pasco Caunty. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes,as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the °Florida Construction Lien �auv--Homeowner's Protectian Guide" prepared by the Flarida Department af Agriculture and Consumer Affairs. tf the applicant is someone other than the"owne�', I certify that I have obtained a capy of the above described document and pramise in good faith to deliver it to the"owner" priar to commencement. - CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this applica#ion is accurate and that al! work wiU b� done in cc�mpliance with all applicable iaws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do wprk and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work wi!! be performed ta meet St2ndards of alI I�ws regulating construction, Caunty and City cades, zaning raguiatians, end land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govetnmen#agencies may apply to the intended work, and tha#it is my responsibiii#y to identiiy wha#actions 1 musf take to be in compliance. If I am the AGENT F4R 7HE OWNER, 1 promise in goad faith to infarm the awner of the permitting conditions set forth in , this affidavit prior to commencing construction. 1 undersfand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to procsed with the work and not as authority to violate, cancel, alter, or sef aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter � requiring a correction of errors in plans, construction or viofatians of any codes, Every permit issued shafl become invalid un4ess#he work authorized by such permit is commenced within six months of permit issuance, or if wark authorized by the permit is suspended ar abandoned for a period of six(6) months after the time the wark is commenced. An esctension rr�ay be requested, in writing, from the Btailding {}fficial for a period rrot to exceed ninety {90) days �nd wil3 demonstrate justifiable cause far the extension. If work ceases for ninery(9p)consecutive days, the job is considered abandoned. WARNING TO OW�tER: YOUR FAILUR� TO RECORD A NOTtCE OF CO MENCEMENT AY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU I ND TO OBTAIN�INANCING, CONSULT 1NITF{Y4llR LENDER�R AN ATTQRNEY BEFt?RE RECQRDING YOU TIC C�M CEMENT. FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRAC Subscribed and sworn to(or aftiRned)before me this Subscribed and sw n to(or irme )beforg me this by �-11-1�5 b � Who istare petsonally known to me or haslhave produced o�s ar nown to me or hasRsave praduced as i8entification. as identification. ` ` -.. Notary Public Notary Public Commission No. Commission No. ��a�"J b�'J�� . �l 1 t c�,r� �. r"�. a.r kQ,.fi Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped Wlll.lAM O BARKER MOTARY PUBUC � STATE OF f�7.ORfDA . . C,omarr�FF056578 Ezpkes 9�23/2017 , - �, CITY OF / / / / BUILDINa ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION - � • • - • , RE� DATE PERMIT�, YL �.�� 2 ��✓ r�� � �p�5'' THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. �J �� � � � �-��li " t ��� f�W � �' � ' ,o�( �� ' ��'L�j�l ���'� �l'�3�- � � t r����-�c�� � �i� �" ��C� � � /�� r r�5, Ta�/ 5 � F� �o.[S� � �r�.� - G���P _ 1������ It is unlawFul tar any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-00 0 FOR RE-INSPECTION ar other material,until the proper inspector has had ample time to approve the installation. ��� —"/C� OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR � I ` CITY OF / / I / BUILDIN� tEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION � . � � • • • ADDRE55 DA PERMIT�, g � ��� �-�' C� �0 2�t %�'�C � THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. � I Is��A��- ���5 [ � ��/V�'�r�r� l�r✓L ���i� �-� ������ �� �� �� �� , � � � � �T _ It is unlawful tor any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part ot the work with flooring,lath,earth 780-002 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. ��'�� OFFICE HOURS 7.30AM-4:30 PM MON.-FRI. INSPECTOR � �---� � - CITY OF . / / / / BUILDIND tEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTI�N � • • - • ADDRE D TE PERMIT�, � v � �.�� �C ��2�c`� � � THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. �-�'�—n��- e� �� s r t�. � 9 � � o�c, � �, ��'�7 �(ar�- d�- ���= S r�4i� o�'t-s� � � It is unlawtui tor any Carpenter,Contractor,euilder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be wvered,any part of the worlc with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. ��� '^ OFFICE HOURS 7:30AM-4:30 PM MON:FRI. INSPECTOR �—'I�—I'"�� CITY OF / / / / BUILDIN� tEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION � • • - • ADDRESS � � DATE PERMIT�r, � r�-t� ��` • �7� �c�t— 1�1� THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. � _ ��7—�� > C�l�`1"�i� ��T�'�-� �1���'��`�6� .�`�d.�.� ���-i,���, f�� ��f����� l uJS�'.�-}�-�g i�� �als-�C-��►'` i_ ��'���.� c���1i ^�� �til � �.�1r�- i.�-�- %' '�1� "-�-� "l� ,�L` � ''C�v�J�iJ�S '' �f ., U t���li-�� �a�'��9"�=�— ���ii—S C�'(��v��.',� � It is uniawFul for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the worlc with flooring,lath,earth 780-00 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. ^ OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR �� �S� I .