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SHOP DRAWINGS
.�a � : ` 1 1 �" I�� � �� � � � E��ildir�� [��par�r��r�� ! �r�° t � �,� '�`� ' t� ;` � 10050 N.E.2nd Auenue, Miami Shares, Flarida 3323� �` Tei:(�o�)��s-zzo���x:(�as)75�-��72 �b...�.n��: INSPECTIQN tINE PHC)NE NUtVf�ER:(305}762-4949 ��- �� � �v:�< �.�� �� t7�f`�IIV� M�St@C P�CCTII� Nt�. � . �� ��� � �� � $Ubt�E'1"Ct'�1� ��. uiLa��vG E�Ec�r��c ❑ Rc�o�i�� � �Ev�s��� � �xr��s�c�� ��E��wa� �FLlJM�1�C MECHANICA� �PI��LIC W�RKS � CHANGE OF ❑ CANCE�E�TION C7P - � C�NTRACTOR aRAWINGS � ��� � �� �� �oa�oaR�ss; ����� � � Citv� Miami Shores Caunty• f+�iami Dad� Zip: F�IEo/Parcel#. Is the�uilding HistorEcalEy Desi�nat�d:Yes NO Qccupaney Type: load: Consteuctian Typ : Flood Zone: �FE: FFE: � � .�� �- � ..� . @WNER; Name(Fee Simple Titleho4der). ��.� '�t �� Phone#: � ��� � ��' c�-� �:' " �.. Address: �' �~`� City; �� ' � . �� � ��°�e�, Stafie; - � Zip: ,.� TenantJLessee Name: Phone#: � ��,a� � k� "���'.� � ` x �3 �,.�c EYTtai1: , � � �� ��� � �� �i�� ��� ,� . � � � � .� �C?NTRACTOR:C�mpany Name: � � �." Phone#� �� `� ���� ��� �� � � .� d�ddress: ��'��'�q,:`����„, City: State: Zip: Qualifier i�ame: Phone#: State Certification ar Registratian#: Certificace of Competency#: �ESICN�R:Architectf Engineer: Phane#: Address: City: State: Zip: Value of Work for this Permic;$ Square/linear Faotage of Wark: Type of Work. ❑ Additian ❑ Alteration ❑ New ❑ RepairJRepfaee ❑ Demolition C?escription of Wvrk: �� �� �, r �� � � Speci eelar�f color t�tru i�i1�: Submittal Fee$ Rermit Fee$ CCF$ GOfGC$ Sc��nEng Fee$ Radan Fee$ Q�PR$ Notary$ Technology Fee$ Tea[ningf Educ�tia�n Fee$ C�ouble Fee$ Structural Reviews$ �and� TOTAL FEE NC?W DUE$ �� . ��°� (Revised02/24/2014j . � Bc�ndir��Ce�mpany's Name(if appllcable} BQnding Company's Address _ City State Zip Mortgage�ender's Name(if applicable} _ Mort�age Lender's Address _ City State Zip AppEication is h�reby made to obtain a per�mit to do the wark and instaflati�ns as indicated. f cer�ify thac no work or instalietican has commeneed prior to the issu�nce of a permit �nd that all work will be performed to meet the standards o€ all laws re�ulatin� canstruction in this jurisdiction. E understanct that a separate permit must be secured �or El.ECTRIC, PLUMBfN�, SIG�lS, PQC��S, �CIRNACES, BOiLERS, HE��'ERS,TANKS,�IR CONCIII'IONEftS,�TC..... OWNER'S AFFIDAVET: I certify that all the foregoing information is accurate and that akl work wili be done in camp(iance with all applicable laws re��lating construction and zcrning, " ARNIN� `f� �UVNER@ YQUR F�ILI��E TO REC�R A IV�TI�E QF CC� ENCE ENT �Y RESULT IN Y�U� PAYING TWICE F�R fMFRt)VEMERITS T� Y�C1R PRt�PER . IF YQU INT�ND T� ��TAIN FINAIVCING, CQNSU�T WIT`M YQUR lERIDER aR AN ATTQFtNEY BEFQRE REC�RCIING Y�UR NQTI�E �F GQ ENGEMENI'." NQtiee fo Applrear�t: As a condition t� the issuance e�f a buitding permit with an estimated va�ue exeeeding$25t10, the applrcc�nt must pram�se in ga�d faith thc�t a eopy of the raotice of carrrmencerr�ent and construction tien ltaw brochure w�il!be detivered tc� the person whose property ls subjecc to attachmerrt. Atsa, ca c�rtifred co�ay�f the recorded natice of comrrrencerrrent must be pasted at the job sit-e for Che first insp�c€r'on which occurs seven (7) dcays after the building permit rs rssued. fn the absence of such posted ne�tice, the inspectian wi!!nvt be appraved and a reinspection fee wil!b�charged. ����.�w�� ._°� Signature �`���'�7 � � Signature ��VVNER or AG�NT C�NTRACTOR The fore�ain�instr�me� was aeknowledged before me this The foregoing instrument was acknawledg�d b�for�rne this --��' � ��'�� � day°� , 20 �—�����, by day of 20 , by z _ „� � � � `�= w ""rs personally known t� who is personally�nowr�to � � me or who has ra uc�d � as me or whQ has produced as identifieation nd ho did t ke an aath. identification and who did take an oath. 'NOTARY PU . NOTARY PUBLIC. Sign: Sign: Print= � �� _ � � �..�-� Print: Seal: ��`a�•�g��� l.�RE7TACC?�E� Seal: � ,� MY GG�MiSSd�N�FF �""� EXPfFiES:�9arch 2t,2��J ��"�'�c+��,�a�'°� ���a 7P�r�udc�eP Fdu ary S�rv�»a *����*�a�*���s+���*��;���*�s**��*��������:*������*����a�����z�r���������m��x�a��zmm�*������x�����*��*����x�������x�*������* APPROVEO�Y Plans Examiner Zoning � ) t � ` ,,. �f r ���'� ���' Structural Review Clerk r k' 3; t (RevisedQ2124/2014} _ . _ . -- _ _. .lob Truss Truss�Fype Qty ',Ply 413 NE 94 ST M{AI��I SHC}REB,F� � AREAS 'T1 'CQMt�10N 7 1 ' Jot�REfore�2ce�optiQna[) �� Trusscorp Int.,9590 NW 89 AVE,Medley.FL 8.130 s Sep 25 2Q17 MiTek Indusines,Inc._��n Aug 5 14:11:49 2019 �'age 1 ID:oxdMrdeJHl?Nn7Bx3DjuRm2yquZ2-qe9kRu5G5bRy0gDX9TJR9rFKTQ2QL35Z?SKCyYyquGCb �'3' 5-6-Q 9-4-0 13-2-Q 18-8-0 5-6-0 3-14-0 3-10-4 5-6-Q Scale=1:3Q.�.' 5xB= 3.00(12 g 2xQ� & _ --"`� ; g 2x4= ��.�-�``" 4 �.---'"---'"" ~~~ ��---" . 10 .--- ---_` �_----'" ��!-"�� ����r� � � �� �� cia ..... . ... .. .. . ci I 11 12 � 13 14 4x8= 5x1Q= 4x8.- �3-4-Q 18-&-Q 9-4-p 9-�-Q � - _ „ _ . -- �iate ot�sets�x,v�--_Cs:o-�-�,o-s-a� _ , ��� ��ao�ra� ��s�� � s�n��r��- �-�-o c��. o�F�.. �n t�oo} �raefE �ta ���� ��.��r�s ���� TCIL 30.Q Piafe Gr�p E}OL 1 C}0 TC 0.57 Vert(LL} -0.32 9-6 >67Q 360 MT20 244119Q TCQI 15.Q Lumber DC?l 1 33 ; E�C 0.6Q Vert(CT) -0.4& 1-6 >447 180 �GLL Q.0 Rep Str�ss Incr YES WB Q.22 Horz(CT) 0.06 5 n!a nta BCDL 1Q.0 �ad�FBC20171TPI2014 Matnx_S Weight:�9 ib FT=0°!a _ - . . __ ! I.UM��F2- �RA�tNG� ' TC1P CNf?RQ 2x6 SP No.2 TOP CHORD Structural wood sh�athing directEy applled ar 4-2-fi oc purEie�s. '..i BflT CNt�RE� 2x4 SP M 30 BOT CNORQ Rigid celing directly applied ar�-1-8 oc braeing. WEBS 2x4 SP No,3 MiTek recommends that Stabilizers and required ceoss bracing be insfalled during truss erectic�R,in accordanee with Stabilizer Installation guEde.._ _ REACTIQNS. (Ibtsize} 1-990(6-8-0 {min.d-1-8),5=99Ql0-8-0 (min.0-1-8) Ntax Up(iYt1=-878(LG 11},5=-878{�C 11} Max Grav 1=997{LC 12},5=997(�C 12) 1 F4�C�S. (Ib}-Max.Comp.IMax T�n.-AII farces 250{Ib)or Iess exc€�pt when�hc�wn, i : TC?P CHC?RD 1-7=-252612201,2-T=-2470t2144,2-8=-1990(1534,3-8=-194811543.3-9=-194&11543,4-9=-1991/1534, 4-9 Q=-247012144,5-10=-2626/2201 �� , �C7T GH4RD 1-11=-2614/2377,11-12=-2Q9412377,6-12=-�Q1412377,6-13--2014/2377,1 3-1 4=-20 1 412 377.5-14=-2014/2377 ' W EBS 3-6=-3941628,4-6=-633i745,2-6=-6331745 ',' PlOTE�- (9} j 1�Unbalanced roof live Iaads have been considered for this d�sign. I 2)Wind:ASC�7-16;VuIt-135mph(3-second gust}Vasd=136mph;FiVNZ;TCQL=S.Qpsf;BGDL=6,(3psf,h=2�ft;Gat. II;Exp G;Enel„ � GCpi=Q.18;G-C Exterior(2}Q-0-0 to 3-Q-Q,lnterit�r(1)3-Q-Q to f-4-0,Ext�rior(2)6-A-0 to 9-4-0,interior(1 j 12-4-0 to 15-8-Q;cantilever Ieft and right exposed;Lumber ClC}�=1.6Q plate grip QQL=1.60 ; �}This tnass ha�bean d�signed for a 10.f}psf Faottam chard live ia�d nonconcurrent with any oCh�r iive Coads. ii 4}Prouide mechar�ical cannection(k�y others}czf truss to bearing plate cap�bie of withstanding 878 ib uplift at joint 1 and 878 Ib upiift at joint 5. 5}Laad case(s}11.12 haslhave b�en modified.8uiiding designer must review�aads to v�rify that they are correct for the intended use ' af this truss. ' 6)This Uuss has been designed for a movin�concentrat�d IQad of 2Q6.QIb Iive lacat�d at aIl mid pan�(s�nd at ali pan�i pofnts along the i BotEorn Gh�rd,noncancurrent with any other iive loads. ' I 7}Hanger(s)or ath�r conneetion devica(s)sha[i b�provided suffiicienf ta supporf concentrated iaad(s}2�4 Ib down and 224 Ib up at 15-8-Q,and 220 Ib down arid 22Q!b up at 3-0-C�on top chord. The designls�Iection of such connection deviea{s}is the r�sponsibilify of othees. 8�!n the�QAD GASE{S}section,loads appiied to the face of the truss are noted as fronf{F}or back(�). 9�ARMRNDC?R.PEREZ PE.#28026 Ph:(3Q5)882-8826 ; LQAL�CASE(S} Standard Except: �'I.. 11}Userdefined:Lumber Inere�s�=1.6Q,Piate Incr�ase=1.60 Unif�rm loads(plfj �� ; Vert: 1-7=94(F),7-8=64(F},3-8-94(F},3-9=94{F),9-1Q=GA(F},8-10=94(F}, 1-5=-�p(F} I Horz: 1-7=-104(F�,7-8--74(F),3-8=-104{F},3-9=1C��t(F),9-10=74(F).6-1Q=104{F} � Goncentrat�d Loada(Ib) Vert:7=220{F}4Q-22Q(F) �r''""� 12}User deFin�d:Lumber incr�ase=9.6�,Piate Inerease=1,60 .�` Unifarm Loads(p(t� ,�'`� �° V€�rt:1-3=-66(F).3-5--66(F), 1-6=-20(F} ,� Hor�.1-3=36(Fj.3-5=36(F} �� Cc?ncentrated l.oads(Ib} �` Vert:T=-220{F)1Q=-220(F} �t'� ���� (.� ����� __ ___ . . _ __ . � � � � � �� : � � � � � �a'i�11���AL �1C1���'i ��}�'"��'i C�7��ER,�1���"► ; ��������zc�e�-���vx��°nr�����o���a,o Trusses are ntrt market!in any way ta identify los trusses no estan marcados de ningun modo que ri �=s }or ; << ii�svc>', <r '�t:�� tt�e frequency or location o�temparary bracing. tdenY�Yique la frecuencia o Ic�c�Iizaeibn de loa arnostres � � F�� ;��F���f + �� �1�`� s u�c`- r � �. � �_ Foliow Che recc�mmendations for t�andfin9r (bracing}tempcareles,tlse ias re�xnendacianes de manajo, at la�.,k ��� '� � "�' e;��i �.,..7�= t-�� „.. inata!ling and temporary braGng of Ceusses. iostalacs6n�are€�stre t2mporai de los Crusses,Vea e4�y� ! ;i � �-� . � Refer Lo � ` � BCSI 7-03 ,i • � �� (c v� � � , � i�ti ar� ae i a a�a �"c'�o " ' I� rfi� � � hL�iaLPEaCe y�rEostre c1�4�..tru�ses �g Ll� �csnneSS�d_as con t u�,t s di'�7 �;� ' -ic �r,�fo, ,! �' ��� ��Ltf1�e�.Y+� Ti-u� for more datailed Ptacas de Me ` ShcRs3E�P�ra�ayor inFormacton, ���,o: 1_. �' ------ "r�s�E��te�a �� '' Infarmatidn. ��`"� Eas dlkujos de diseno de ias Grusses puecien especificar �,,�T�usses up�0 20' � �;�v o h n,s �TTusses�ap t�3l�' -�r Ttuss Design C�rawings may specify Eocatsons oP Trusses hasta 20' Truss�s hasta 30' las Icrcalizaclaraes de ias arriost€es perman�€�tes en los ' permanenk bracing on individual compressi�n miembras individuales en ccampresidn.Vec�!a Moja m�mbers. Refer to Che -;�_�41t�t1t� � Sh�. 1�.�#2.��f�'�. �S�CdG4ri.t41 Web II.�3 ara „� ' .. g`nf �ment fae more informatian.AII other �� ros s � 4�,�j para mayoe in�armacibn.El HQ�I ING LE\l�EYTAMT�PET� perman�nt tsracing desig�i�the responsibility rest�de arrlt�ctres permanenYes stm Ia responsabilidad de! , � �a�c!ea� u u4s-1 nc itEon ev�th t�� _E e.�ion�u�E,;�7e��..n, �er,;a,t��rad .� �;,va�.c u�,, of the Building Deslgeter. Uiser�ador deE�di#tdo,�� �russ is a x��,,c�e��n�t�c�.a;^�F� �s. The ronse uences of im ro ec k�anci(Gr ,irist�lli�7� i."".`�"" �� a SQst�F,aa 3cts t�us �p, F�7 un ka uriu i a_t�..a<<.��r astrc t�a�Cc.�i<at�;r..,t�:�ei�� �€ Q R P � �u'4�y� ���`.`,�� � uss�,r,Gfr�,�c�e�u,�o,?t.,tUs� and br�etr�g n7ay be a cY.rollaps�of Cha ctr���ure,or � worse,se¢��us persot�a#in;�irp c�e death. "`� E!resuitada��ur.�t5ane�o,?«staiacion}�a€riostre 'J�nat iift trusses over 30`i�y Che#seak. ��, -- � r� �nadee:uadas,puede ser la eaida Jc Ia estructi,ra o No ievante�+ei pic�ios trYi�es d�=»as c9�30 pies, ' " atin�r,muert�s c harldos. �� Grester than 3�' --. „�'� Mas de 30 pies i HOISTIN.t°a REC4�M14MEN[?ATFOPt,x BY iRUS�SPAPi 6�ndinr�and tr:�;�€ates h3ue shatp edges.l=!'ear �; �{ECOMP9�MDACIf1HE§DE 4.�V,4NYAMIE � 4 glaves��hen handl#ng�r��sa�ety glasses when POR�9NG t}�Ek TRtdSS cutting bandinc,. Empz�c7ues y placas d�metal tl�r�en bc�rdes 80"ar less afiiacfck�. Use gu�nEes y I�,tes ta=��tY c,tores a��ndr� eorte las en�paques. �_-- f �i����i�� °"� �l'R1���V �„ Approx.t12�,,, teuss iength Tagline TRU��E�t9P l't}349" 4_iow nc m�re No�erroita n?as G'se sp�cial care in Utiiice cuidado 'h�n a°c�F ue!1€�- �ie 3��si�ac?a de ��ind}�u�eatn�r or espc�iaf er�dias I Ttt(B��E�HA�TA 34' tl�n 2r elren�l�' �andea;��;r G�da 1Q near po�.Her!ines vantcsc�s o ee��ea e�2 ! G3 SC�c3,R. ;�@5 u'z T;�.�[Tt^v, d(tt1 ltP(Jl:'$5, Ce"kb4EtS�It3GG'?COS O d�' : acCO�U'?(�.L�S. ""�'�� " P �o'� TO�itt T"O£#-lt1 - �� �., � �, j �a� Spr��der bar for � �Spteed8e bar 112 ta ( � truss bundl�s� I, Tagiine TRU��E�EtP Yt?�6' � , o� �,G`d�' �r�u ��re����€�� �. ' �. -�-�,,. '� o, Locet� Spreader bar Attsch zo� _I_ �o� .. . . ��he�banc���� Revise I�s rtP�Q�'�� 1q'o.c. p��or'a mov;nn �ar*es de t�1ov � 1us a�ve ar sttftUack m�x. � m#d-heighk � ( b�t��irs. F��a�4�5��,tru�ses (`�( Pick�s�u•�rtiea( �.evante ee'a cuPrGa : t�i �ui�dles�t Cf�� supacic�,Qs gr�ENos e Avoicl I�C4rai bendfnc�.—�vite la t�exidn lat�r�al ' top chon�, e�erticaEes de Cr�uss:s. ' .�� Spreeder t�ar 2J3 ta , , � 3��1 trvss t�ngth --�"' I Tag€ine ��TRt6����UP T43,�h4��1YER�0' 'fltt@��E�Ei��'C�Y�Q��E fiq' is � ��� • ReC�r t�8���;�tfL�.`�h_��J1k�.s_Lrl5C�P� ,, Da naC st€�re Nt�aEmaeen� �� unbcac�:d bundles vertica(n�trte tas � tl4�id3��.`x2�!'��Ca_ci�g for r�a��infae�r�ati�n. uprt�hC. erusses sus{tos. vea el re_us"�t�n��l-��?t�Cct(�c��_��It�!�.� � r � � n��iiyn�i i� �,,, � �� � ; �� �� ���I Y 2�CtSLstC�Z��C�A�ra mayer infa�r��acton. � ONE wEEK C1�tE3.S MttR..E 7TulN ONE wEEK Do nat uvalk on t,aribraced trusses. � ,:. � �4 a�� NQ camfre en truss�s sualtos. � ��� a�� ,t Top Chord Tamporary Latera > » . � !�iak�a oc rd 4ra�s-�f rsE.ru� �ire.c€;v Bracing(TCTIB) n i€ne w�Etti al ;c�ats af op v#ic�ed cm wr�,� �6un�f3�ctored c��thc ground Fc�r one tat�r�i bFaci�q �vc��or anone�h�u���e;aisecf�+y hE��F��g C�rkaq:�e I� a.��SCre �e[e.:er;?ar��! �i�'tc�Ii7'er;c�nEe��. . . .. ... . ��. prirr,er tru� a����;5�er�e a�lin�a c�,r? �7d�,�n���ias C(as de� ;osfr�, a��r�t�s los��qc.etes a c�,fenav s cn a E�erra��r C�r��t star�Qn Nc�alr�taGer�en 2x4 min. ur�a��em�na o=�as�I�ben se�elevados ur��!ven�rt��,-nd, ti�rre c(�Sigu�l� ten,�o,�,�s uc ia c:+e�a,v�ercac. c�n"�i�?qia�s a��a=�£��f�?�ies, 1''I ' '1 V�� � � �. . � �w flrace f�rsk teuS41�'tI ��� � ��beFcsre erecti4n af �{ r rar �n�:a€=t�s�c ae�,c�eer nurc�es t� -r� ��v�nc�.�,�ur�yan v,,t��a,�fu,���nh-laracn. additlonal trusses. Pa .�Irr�ae�i ami�{���^a °-iay��r;�nlp�, �-� � Ca�t�,;�s#�ae��.e.t.�s��r�,�ra en[r aua;�caC� 4 �;�hEAn�et'�ad�t ro��err;ita u nt��t�:i��. � ' � � � �� : a, � :� � �' b �. � '� S ? �,,* k �. � .� �. � � � � � � : � �° � � � �- a �s���o���������z�� Lc�L car��a�°��u �� " EL AR�YAS'fRE�,4 TFtUS�E�DE�tdE��,�,�P"A LE �3x2'f 4x2 � ff Re�er rc�F�CSI-�?_ Maximum lateral larace spacin9 ' c�e�������� 10'ac,fQr 3x2 chords �� rn 5�, � f c• i. i � , aa Iti � � � t _T���C�� 15'o,c.for 4x2 chords ENagonal bratea ,_.. _,ti?t�a��ar c,,,.< ,,>u 4,.�U „x�.,. ,,_,,,c .zt ,u ,�;u,�,�Ni,:3,�x, t�l>, P�CuA�t1�S1��s�� �4'°�1`� -'-�,-,."",-, every IS truss � �c�C�l����C� '�-,� spac�s(30'max�) [)1"�P GH��[?—CUERDA SUPERIt?R S"Lt��'for mare ��"°�-�� �.".�, ;¢?formatior-, �� Srus��pan Yop Ch�rd Temparary La�era(8r�c�{TGF��}�pacing ��� ' �` � � ���--•���=^�,� I.an itud d�Trarrs� Es ci�mi�n��d�t Arriastre Tem r�t de Ia�uercla Sa erior V a ei���� � �'' '"--�,� ��� � �_�, 4 pa P� � 6G���Z,Asr��sSCe. � Up to 3Q' 10`o.c,max, t��l�i�-Y '^��-��" . '"`�� Hasta 30 ies 2t� ies m�ixima R�.CI�.�.C���� The end diagonal '`� ` 3,Q'to 45 8'o.c.max. � ���s�S(�'cs!er�ci� brace far cantilevered � ��''� 30 a 45 (ea 8 ies maximt� �t�1��ara n�ayar trusses n�ust he plaeed �ateral br�ces .--'' 45'Co 6Q' fa'o.c,max. infurmacian. Qn ve�tit�i rovebs in fine 2x4xi2'fengtF,Iapped 45 a 60 ies 6 ies maximo with the support. aver t�vq trusses. fi0'tn 80'* 4'o.c,max. 6Q a 8Q IeS* 4 Ries m�xlmo *CQnsult a Rro4esslonal Engineer far trusses ionger than 60'. ,,3�vc� � ,�,!a�r� ,�.—Ts i.� _a.�; a-c! l.,�v. *Cor�sulte a un Int�enierc�para trusses de rnas de 60 pies w��� � �tax,eo�u r�a�.e�to Max Truss � �". 'z�,,� ` Length--�• 3 i . . _ ��- �orov Lerigth� � ..,. „v�. � .,a.,. .�` � ��^�"�-----�=.,�.u�� —�-� �..F--..--,••.-•,..- engt-�n —.�_-� 314 12.8' � �� ,�".'^„. <r *,�, `� `e -rt--�en m � S���t`� �#-'_!=� Ci � ;,� � .. � ,� a� ...��,�,,.� Max 0a>v � T18 14.� >/4'c �C tiI'0, � . e)i�.E . ,__ k, „�'. �� ,+,4�,�� ��f T4 z i�' C.; � DJ�'JQ(�(T1.1 1 16.7 E dt .r,_E. � ^,�, �'a�,� e ` � fi F . � � 114" 7 1` i St8 ' 18.8`I o..L"' � �A� ``�, e*�' �� '4�',� .., �. �i f--� t �{ �'"� ��"`*� � ��. 3 7 �Q��� ^. �tt�ry G�� �._ � „ '���',`�, �� E.,�a�� � �.:ca. � 1-318 22�J' �' Plumb I 3!4„ 3, ,� Referto��-.� �"����a�o'�,^.� � ti `� a � ��/botz ��. 4� 1-112" 25Q�� $�mn�3[�,�� 1 f ;''�,� ���` � t ° 1-3'4° 29-2'i ,w. �r' C�able��Fr�n� � �4-if4 5 ei� . � Q150 max �� t-tf2° 6' 2" >_33.3�� �� � �at d= Gr�3 �_a���'" �?�� ���° 1_314": 7' VBa 8i�v2�t1 �..�.��_�1CCLQs r@ it� �:`���, t , __ 2" i �8' �'u�4r���C;t�in�l yt ,ies. �����_Q� ' eow�r���rton�.ca�ort��—eaR�a t��corv�T�uc�x�r� �9�� �� � t� ve w :v # ^ t tt ; �z �a�,.�..>.Z a�a! � Do not�roceeu u�ith eor�struct(on until a(i b�acin9 is secur�fy ht�ximam Stack Height � __s_�.F �. G;��z � �r( ,-r� �,,?, s ue�.<,__. and Rruperky i�2�3aez. for Ma4adal5 4n Tru� � ��?:�,t ��v.i.���:i._.usties.�r . ra>;ru. t. ��;c�� > .rr.,s. No pr�da ear7(�eo�st,t��cibrl hasta�ue tadG�s Ias arriastres fi6at�r4a1 He�ght{h) .��,,,.�as 2�.,ta e�stt�,rt�...c's.";r.t�.,t�t _ > �E,.,ac .,,4es� eshen calcca�os e�n f2�r�na a�aropfac�a y sec�ura. Qypsum Baaeu 52" 34r.,�_�C rt„ �'�.��.,5�7E�Cen t�ti�,a.��5c:� PlyuroodarOS6 te" L�o not ex�eed�naxFn7um stack he(ghts,Refer ta�S,�� aspnan snfngr�s 2 aunmes �45tLlm��C-�.�.�c�_t�s.��..�,4�9 far ntore inf�armattaai. Coraetc�Block a" 2}�OTPQh9 CNORE?-�CU�RDk IMF�RIdR EV�exceda kas i2�axitnas�Itur�s r�c�inendadas. Vea eE L�,�m2n Gtay r,F� a-a trtes hign �' �s �� ; �5 m@����g rc�€9�para mayor infbrmacion , Lateral braces ��"� ��� '`�� ���� � ' � � . ^ �w" � 2x4x12'Iength lapped , -- � , � � t aver Ewo trusses. � � , w ,`"� ��' �_�' . �" �-=� �i � N � � �` � � `�`�" , �° — _ � e.c , � _`^ '^-"�� -�",�;�� Co roC�verioad senait groups or sin�ie trusses. E� � � � �� � �'� ro'�" �"` "" > ��se�De�car�ue�eqve�c�s gru��s o truss€:s lncCvldua(es. tt *,,. �.�,� „„`»�.,,.. ��„ � . "' �^�.,. '�*��, �� y' „�`«. � `^�, e �e"�^�;�e�� I.� � t c�cfs u 5: � o � . � `" �, b, �,, t �, � � � �`^�� tu� �._ ,��_.. . � ,,._ , , a�.;=, �/��„ � t � `� ���� � 6iagonal braces ��I � .. , ,ac,�G v� �u �.n_,,,�a�� '�,, � � � �i �Y � �ve SO�rtes5 r��k�c�f,t��,s�a.�,.sv t.r� �, E:�;�� �,��-+,.,, � j �� � spaces(20'max.) � � J � l0'-15'max. ', AE.'€� FYt?P�5�ALTIE �It'�N��v � Som�ehard and web members�ot shown P�r c4arity. Ref�r�ta��it@��Si������5=Se�������P� i�'�Yi�a�t� r. (IttlaatL�c�`s� , Vea�I�_�um. ...�.�S�Ln�4��.�.�.t2�lL�S�ga�t�.(�C�f2C���5.�r�1.�.�.CiSS.d�l.�2Ct, 3}WE�M@M�ER FtANE—PLAR#O t?�kOS MiEA48RA�S��FlN�ARTOS ao noF cut,aPiei;ar driil anv str�ctura[mernber of a Cruss uniess �z, `' ,,. _b � spe�if�calEy peei��9tted bK-he Te�ss 6esign Dra�e�(ny, ���, .��°* ,' �` ' (�o corte,altere o perf�re r�ingu;miembro estructura(dc los �� ' �r�� `"' � ` trusses,a menczs qtfe e}ie especificamer�te p�rmitida cn e!dibu�o �� ,„���. da(tliseti��e(truS. Web members ��'���. '��„„ "w "��� 1��''�^ `^�*�^ � Trusses that h�ve qe�n overloaded durirn�consteuc4ion or aitered tivithout the Truss ManufacEu=eE`, „ � � �` ��� �rior aE>provai n�ay render th�Truss Manafactueer`s limited�varrant�null and v�id. �. a,° ,,` ��-: ,km ��" � . � �n�Gs que se han sQbrec�rg�do duranl�Ia�ons�uccidn a han sido af�eradas s(n una autaeizacian <"` ° �� -M> � � pr�via dei F�bnc arst�r�Trusses,pu�dan recl,�eir a el€mi�ar Ia garantia d�(�abrieante de Trussas. �� �. �. �,�{ " �». N�TE:ih�5russ ManutacNrer and lzuss�esl9r.cr must rely�n the�"ai.t t�at me Conc�ctar arn�crar�ape�abr(�e aCRticab(e;are w- „ �<„ paale ta ur�dertake the war&Mey rhave a9reed ko da o�a particula pro7ect?he Gimtrac2or shouVcf seFk�ny reGu:red assistance reqarding �� mnstrueGon peact'�ces�ram a comG�er.t party.Tha r.�ethocts sn€1 Ara.edures outlin�l are tn.ended to e,�.;re tliat tFe�veraD eons-�uzUon � u�«t. .� �'� �c4n�ques ern�{oyad n�tt�aut[lcar ar,J roof trv�s�to ptare�E1.These recamn�rda¢ror=s`w han*{Itn9.msta D°t9 and 4zracna w:� "�`4, ``^�� , DlBt�O��hC8C05 Cru-�e;are bzseci u{�n the ccdEectle ei�re�e aa kadir=�3 technica!ce+sonaei i��he v+ood?russ�e�stry,cut,nust.3�.e tc N5e na¢.�e ef e � `�`-�"" 8u�fy IQ TYUSS ,,,� resDonsit»'Pties tnvnNe.i;be Peserrte6 oo[y as a GUSDf fvs use b}�a<tu�fifled Bul'4'r�9�-'siyne or fin�.-hcu�,tFnspttaG�on Cantractcr.te i�c r.ot totw�u'ed theT t#tesn recvmmendatlons be int�a'Pzeted es vA�rbar[a arrY design s�'ficaUon(RroviGed�y eRhee an A�CnE�cf,E,�9lneer, $�����Q���X.� � the euUdng Dcsignee,the Erect7onjinsYa:latian'anirac.ar ar atqernn�:#�r harkiling:irvsta[Eing and bracing wood trusses an6 tt cYaec 1Q�-1...��tTidX. � noi pmciutie ctie use of oiher aauivalenf inethotis Ew b+acin9 and prz7vulNg sCabOity€or the walis and caiumns a<may a€:determlr,eci`` 58[Yt@ 8�77CItitJ tt1e truss Erectia.�7Sn5talWtian Cbntiactac"h�o',the 4Vcad-+.�4 Gou�cii o4 Ameeic,a an�+ihe Tn�Flzte Institute ezCzessiy dlsc}alEn any BS SCtCCO�i}Ch4id ^es,'�s`h3,4'N fur d�ma9�s aifsirt�ftcm the vse.aPl�Sahu�cs�!ance an rRe recoexma;xz'ttass an�"�,tarmatlan eanteuicC tiere}n. latera#bracing ����hard and web mem{�ers not shown for ciarity. ��� �I�G����, � �T�� T��E��T���F�?'A�T° w�oo TRus�c�ur��a�o�a�ae�zc� r��s��La�rE�� u�e One kVTCA Center+Q3tTt1 Eht�rpr45�tane.Nt,adisae,WI 53719 583 D`Gnafrio Dr�e.Mad��.Wt 53?19 � �EL���T��`T�� �I��Q��C.E� �1lJ�Ih1�€?�1'���°�� � e��tx��-aaas>w�,.w����,�o� 6oe,���s-ssoo•�,��u.t���,�c.a;e SSWflRN4Ax17 033k25 oa � �; �: � ' i a � � b � w � � � Y � ' � � � � a � � ! W N� � �' * �" y ; � ' �# '.� , � _ � . 0 0 � NZO�'QVZU' W W ���W�LLFZmfnm ~�W�GW.WQUJ�J W W �Q Z Q - ��Waz�o00u=i=,v=i W o�z�ZZaZW�� �y�~�WW�F-�2 WaWU��'W C7F- V�� "JNC��W�W=p�tA Lq�W�n.'C�o.'�S� o 4�� wwW p�� TRUSS TO TRUSS NN. �� W��Wz=Zo **ATTENTION$UILDER** : o t�v�z W co�c�w v A�� ��MENsioNs HANGERS SPECIFIED OR EQUIVALENT HANGER MAY BE USED, CONNECT. a?� �m��a w � wvG�o�.apOx� OVERHANGS , PITCH, ECT. HANGER IN ACCORDANCE TO THE MANUFACTURE S SPECIFICATIONS. �w a a Q x a~3 0 TO BE CHECKED *** BUILDER MAY SUBSTITUTE "C" HANGER WITH TOE NAILS.*** W���z�`�m° 0° NOTE; ALL TRUSSES ARE SPACED x a�- �n� '� � A T 24" O C. U N L E S S N O T E D BEFORE ORDERING TRUSSES c R a v m r�o a o CA RR iED N A I U N G ~z o a z�n����� - IT IS YOUR RESPONSABILITY HANGER MANUF. FL.APPRV. �O-y-x�n a F-�? . TO CHECK OUR TRUSS PLAN uPUFT MEMBER REQ. N�y=0 3�o W o r o "���o �Z�o�q N�/y C�c'O=�ZN¢G.' wc Vpas¢c�O�GF-�j �aY�Z�Q�-�G�p m V W Z_m V N a W W W �Q'(�%jVO.F-J t�JU wap�pwaaa�a� ILLLF-mF-ZQZV�mQm a�Wd : : omZo W �°�z ° w aQaQ v�x�= a � DESIGN LOADING ''aOa W v�Z�N W LOADING PSF.: (TCLL) (TCDL) (BCLL) (BCDL) �a�'o = ROOF : 30 15 0 10 Q��� Z FLOOR: w�w W WIND DESIGN VELOCITY: 775 MPH ?o p� � ANALYSIS TYPE:COMPONENTS/CLADDING � �a o �, � ASCE 7-10 W z a v I 2 1 m FBC2017RPI2014 o a= � w�nz� W STRESS=PLATE: 1.00/LUMBER: 1.33 �Z�� o Kd: .85 z�W� a EXP=C _coo Q 'IS-$-O HVHZ fA y ZZW (���� T1 aoQ �no°o _ z�� �u�.g= ��� �Z N �¢O �Ogw T1 w°'�` WF-vm� � p m�� aNZJW Q J OW � � m m ZJ(,Z9 O=WN�j T1 �- APPROVED TRUSS ANCHOR BY BUILDER �.�- W m m HEEL HGT 2X6 + (3/4�� OF T&C) =6-7/16,, a a W �>>c�� � � o �30 �a��Z o W Y � W�N �=a=_ NO T� 0 � UP 8�DOWN 220 LB.FOR REGULAR TRUSSES ��W Z=�`10 r = = I�—Z� G��m� o T1 � 12 X6 OUTLOOKER 3� � o0 BY BLDRS �,�6�i : o ' eo � /�/ pn'p � ,�;:: T1 s-7/16.� i � M ^ a //�i i 2X4 0� a o � &� - i � • • � � � . . � � . � . . . . . . . . . . . . . . . . . . . . . . .� � . . . . . . . X LL 4 . � . . . . . . . � . � . . . . . . Q V ,,�. � 2-4 17-0-0 �� 3-0 " O � � �' � V , ., v Q o z W � � � � '� `: � S1^�UG'.,�,i..�AL ��'JiC N y o � � ' 1�����: � �/� a '+.�. , APr='f;�_`v��=J s r,�,'' :i. � . . . . . . . . ! . � . - . . ' . ' ' . . . . . . V/ 2 W . p ' � '� EXISTING ROOF � � d °� � > l N �fi I L l � _ � Q M�r :� r:s'� . ,� °° � z �,;;' �.� ' a r. -� ::k, , "'��"�`�-- TYP. TRUSS END [�ETAIL M �' Z ; z � • o �, < ... . • • • a � !• • E .�� . . . . . . . . . . . . . . . . . . . . •�f�@� . . . . . . . . .� f . � . �' • • . . . . . . � . . � . . . . . . . . . . . . . . � . . •��• • � • � •�s��a � � � ( �• • • � � � . . . . . . . . . . . . . . . Z T r � � • • _ • •����• •����• �� � �• •• ..... : • • . SHOP DRAWING REVIEVI/ - a o � � � '..:•. ,"•••. TRUSS PLACEMENT PLAN � .... •�i��• • •�a e NO EXCEPTIONS TAKEN I � � ...• . � W � . . � 1/4 1 -0 �ATE: � G�/9 C9 N � �n �� _ � ,� ...... O MAKE CORRECTIONS INDICATED p d� o w ...... � R. • O AMEND AND RESUBMIT BY: W W O a • . . ...... � - � .a. � • w�• • •• . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . '^ . •����• • • s � � . . . . . . . . . . . . y ���� Review oniy for conformance with design concept, intent, specified Z N N "4��� ' ' criteria and general compliance with the contract documents.Review Z M � g I does not relieve the contractor from the responsibility of confirming 0 � W Q and correlating all quantities & dimensions, detaiis of design,job & 'Q N � � site conditions,constructions means and methods&job coordination. �� y Q GO TC ENGINEERING, INC. ARMANooR.PE a � a g : CONSULTING ENGIMEERS PE.#28026 � � � � ; tcstructuralengineering@gmaii.com 0 Q W > j �3�� 7805 SW 24 ST.SUITE 106 • MIAMI.FL 331 SS i 9590 NW 89 E : � m Q � - � � - : CA UC.No.30288 • PHONE(305)257-0321 ;, i 3 5)8 Y 88 331 � O � N O L_ . ------------ __.____� . _ � � t� � �a DATE�/`�/�y' � � DRAWING# OT3 e� g /� i� R-302 U s� l.rJ � t�' _