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SHOP DRAWINGS
i i r i�I :���.m����������� �1 i �t � �� f���� �'�. � ��� � .� `��� _ � 14050 N.E.2nd«Av�nu� Miami Shores Flc�rida 33138 �:3�� ` , . �a�`=� >��. ��� - ��� �° � re�:(�o�)7��-2�0��a�:(�os��s�-s��2 IPISPE�°f'iON LIRtE PHANE Nt1M�ERe(305)762-4949 � E� I I �st�r P�rmMt M�. �2 - �41 � `"2� � � Sub P�rmit IV�. ���i��r�� � ����r�o� � ������� � REv�s��� � E�-��s�o� �RE��wA� ❑���r��s�� � �Ec������� ❑�ue��c vv���s � e�a��� �� ❑ ���L�r�c�� s�c�� CC�f�`fRACTQR DR,4WIRICS 1O�A�DRESS: � ��' � � � Citv: (�iar�i Shor�s Countv: Miami�ade Zip: F�ti�/Parcel#: �t R "���� �"� -°"��.�l� !s the�uildin�Historic�lly�es��nateda Yes N� �` pecup�r�cy Type: Load: Cc�nstructian Type: Flood Zon�: �FE: FFE: OWlVER:lVam�(Fe�Simpl�Titleh�ld�r}: l; ; �-� �f� Phcane#: �,�°°� -���'��� Addr�ss. �� � � c��y: ' state: �-� zip; '� � T�nantJl.esse�Name: Phc�ne#: �maiL• e � �€� a -"� co���ac�ro�:com���,y rv��,e: �°� c� �.��r� n�►���: �.�� «���� adar��s: � � � � c�tY: � � �,� s�a��: �`�- z��: �,°�` � � Qualifi�r�Iame: ��d�� ��c� �� �"�- Phone#: Stat�Certificatican or R�gistration#, �� �`��t C�rtific�te caf�eampetency#: �ESIGNER.Archit�ct�En�in�er: Phon�#: ,, , „ ,. Address; ��� � � � �� �� �ity: �� � Stat�: Zip: Value c�f Work for this Rermit;$� Squar�f E.inear Foota��+�f Wark: ,,: � Type�f V1t�rlt: ° � �d�diti�ar� � �ft�r�tion �New ❑ RepairJReplaee � C3emolition ,...,... � [3escr�ptian c�f Work ��^�'0 � � �..,� ` S e�i �al�r�f c�i��thrcr ti1e: Subt�nittaE Fe�$ Permit Fee$ CCF$ CAJC�$ _ Scanra�n�Fe�$ Rad�n Fee$ D�PR$ Nt�tacy$ T�chntalo�r F�e$ Tralnin�JEducat3on Fee$ DoubEe F�e$ Stru�tura!Reviews$ B�nd$ 'FATAL FEE PfOW D�E� ���~~� . �� {Revised02f24/2Q14) B�ndin�Gompany's Name(if appli�able} �onding�ompany's Address _ City State Zip Mort�age Lender`s Name(if applicable) Mort���e L�nde�`s Address City Stat� Zip AppEieation is h�reby made ko�btain a permit to dc�the work and irastall�tions as ind€c�t�d. I c�rtify that n�work�r ir�sfiallatic�n has c�mmeneed pri�r to the is�uan�� of a perr�it and th�t al! �ork will be p�rfarened tc� meet the st�ndards of all P�ws re��lafiire� c�nstruction in this jurisdictian. I underst�nd th�t a s�p�r�te p�rmit must be secur�d for E�ECTRIC, R�UM�IN�, SP�NS, PQC7LS, FURNACES,�C}ILERS, HEATERS,TAtVKS,AIR�OhlDITICIEVER5,ET�..... QWNER'S �FFEDA�IT: I certify that all the foregoing informatiarr fs �ecurat� and that all work will be d�ne in compliance with all applicable laws regulating construc�ion and zcaning. •` 1 T e Y U F II�U E T E� TIC� F C E CE T° Y RESU�,T IN Yt)UR PAYfNG T1AlICE FQR IMPROVEMENTS Tt} Yt3l1�t PR�PERTY. tF Yt�tJ lNTEND T � TA1 �1 � GI G, C St�ET ITFI Y UR I.E ER �R AN � R EY EFARE REC4R�IN� Y IJ TICE F C� ENCE ENT.,, Notice to Apptiecrnt. As a conditfon ta th�issuanee of a bui/ding per�mlt with an estimafed value excee�ing$25L►0, the appficc�nt must �rorrzise in �otad faith �hat a eapy of the natice af cc�mmencement and construetion tien tav�br�c�hure �iJd b�delrvered ta th�p�r�on whose pr�per°ty is su6ject to attcrchment. Also,a certffr�d cc�py of the rec�rdetf nc�tic�caf c�mmerrcemen£r�ausf b�p�sted at the job si#� for the�rst enspectican whieh occurs $even (7) days aft�r the buflding permlt is issued. tn th� absence of sueh posted natice, �h� insp�ctian will no�b�apprcaved and cr reinsp�ction fee avi11 be chorged. � s'" �'`�_,�a, Si�nature Si�natur� C}WNER�e A,C;ftVT Ct?tVTRA�TC�R The fore�oir�g instrumer�t w�s acknowled��d b�f�re ms this The for�g�in�fnstrument�as a�kn�wlec4��d befar�r�e�his day af �s� ,2t3 �,.�. ,by �� day of (� ` r� ,20 � by ,��who is pe�s�nally known to ,��� � ,��� ��fi � v+rho is personaliy kn�wn tc� me�r wh�has pr�duced �"�"` as me e�r who has prc�duced as identifieat�o�and w � an� P�'��°���z ee fl��`,o"�a id�ntificatic�n a �� ��„ �5���te�f�la��a �,� '��; ._ �ac��a„��ti� *�µ,�z��� ����" ,e23�4 � �" m�ss�or . �,p25 �.,�""'�: Ncatar'i �iss��+�AN e�t9.24�5 N{�1`A[dY IC: '��..�<: Com � ires Oe�2&. NOTARY �,�,���: Co� ises� �ssn. � ��r Car��•Gx� �$t*,aca�'Y ass+�• �Y "�; y,Y���,m' att���``Nota�'! *tati� �-°e r``' 'tp�c4a��' '°�'oc�`-��r������'�ez�9�' 3�rC� Sign. � � Sign: � � Print: Print: `'� �� w_. S��I: S�al: �--_-�-�_. �'=°"�__._�__.__�.m��___ *���*����*���«���*���*�*�*��*��**���**������������*����*�����������***��«*:**����*.*��*�����*«���*�������.�� APPROV�D BY Plans Examin�r Z�r�in� ���� Structur�l Revi�w �I�rk {Revisedfl2J24J2014) i i r s ill � i I E r ��4 : � � .. 1Q050 N.E.2nd Avenu�, Miami Shores, Florida 33238 5 ���: E�o�}��s-�zo�Fa�:{�os}7ss-s��2 fr II�SPECTIQN LiNE PNUNE t�tJM�E��(305}762-4949 .��M � � asfi�r P�rrnwt IV�. � I 1 1 Sc�b P�rrr�it Ivc�. ��u����r�� � ���c-r�Ec � �c�oF��� � �Ev�s�o� � �x-rE�s�o� ����v�w�� ❑Pcu�n���v� ❑ ��cHa�rc�� ❑�u��Ec�vc�R�s ❑ c���v�E �� � ea�c����aT�a� - �Q� CC?�TRACTQR C3RAWINCS 3QB ADC?RESS� Citv: MiamiShores Counfy: IV�iamiDade Zi.�k; Falio�Parcel#: �[ ,� � �.�.�{ ��� � Is the Building Histarically Des�gnated:Yes Nfl Oceupancy 1'ype: �o�d; Construction Type: Flood Zone: BFE: FFE: OiNR�Et�: Name(Fee Simple Ti�leholder}: � Phone#: � � � �,ddr�ss. City: l P State: Zip: � Tenant/Lessee Name: Phone#: Ernail: � C�RI1'�AC'��R: Ccampany fVarr�e: �, Phc�ne#: � � Address: � �` � �� � � � City: t � State: � Zip: ��� 4uaEifier�lar�e; � � FThone#. n '„ � d'� � „ ;- ' � � a ,, a State G�rtification or Re�ist�ratic�n#: � � �„�� � � � Certificate af Competency#: � � �� � � .. „ �,� ,� ,, , , DE�I�aIVER:ArchitectJE�tgineer �� � � ���` Phone#: �,� ; � �° ` ,°�' � Address: City: Stat�: Zip: VaEue of Wark far this Perrr�it,$ Squar�Jlinear F�otage�f W�rk: � Type of 11�ork, ❑ A,ddition � Alteratic�n' ❑ (Vew ❑ RepairJReplace ❑ D�molitian [}�scripti�n of Wc�rk, ��� � Speeify cal�r�af�i��or thrt� �ile: � � �� � � �� su�m�xt�r���S �'�'�� `���p�r������� ��° ������ ecF� c���e���_°. a� � �, �� Scanning Fee$ Radon Fe�$ UBPR$ No�ary$ Technology Fe�$ T�ainir�gjEducation Fee$ Double Fee$ Str�acturai Re�iews$ B�nd$ TC1TAl FEE NU1tV DUE� (RevisedQ2/24/2014} �anding Company's Narv�e(if applicable} �onding Company's Address _ City State Zip Mort�age�ender's Name (if applicable} Mort�age�ender`s Address - � �i�y o �'� Sta�e Zip App(ieation is hereby made ta abt�in a permit to da�he wark and instalia�ions �s indicat�da I certi�y that no work ar instaElatiQn has commenced prior tc� the issuance o# a permit and that all wark wil! be performed to meet the standards af all laws re�ula�ing eonstruc�ion in this jurisdictian. I understand that a separate permit musfi be s�cured fior ELECTRIC, PLUMBIRIG, SItaNS, PC30L5, FURRIACES, �E31LE�S,:HEATERS,TANKS,AIR CC}N[�ITIONERS, ETC..... � OWNER'S AFFIDAVIT: I certify that all the fore�oing infarmation is aecurate �nd that a!I work will be done in compliance with aEl applieak�le laws regulating cons�ruetion and zonin�. , � 1 � a � a� 1��N� � Q �� : � �� �����R� TQ R��o�D � �QT��� �}� e� ���� ��� � RESULT 1�1 YQUR PAYING TWICE F R IMPR�1/EMEI�TS T� YQ�J12 PR�PER ;h ��� vou i�TE� TO C��TAIN FINANCIIVGr CUNSl1LT WITH YC?UF2 LEIUDER A A, A ORNEY BEF RE RE�QR IN� � �'ICE F� ENCE � 1'�" ,. D ; � ,. + e .. ... w. ' . . . � L .. . .. ' a , �� , �4+ Notiee fo A�plieant: As a eoradrtian to the issuance of�a buildir�g permit wIt}� an e�tirrr�ted � ler�.�xceei�ing�:,$2.��?t�;,f�ae:�9pp(Iccrnt must pramise in g€aot�ftxith that a copy of the natiee �f commencem�nt�at�;d canstruction lien /aw broehure wiN���elivered to the person wf�ose�raperty is.�u6ject to attacFtment. Alsq a certified copy of the recorded notiee of commer�eerraerrt musf b��'posted at the jQb site for the first inspection which �eeurs seven (7) days after the building permit is issued. tn t�h� abs�nce o�such posted notree, the inspeetion wiH not tae cr�proved and a reinspecfion fee wil(be charged. r¢�������� ¢ � � �� �� Si�natu � '"�~�--, � Si�na�ur� � � , � � � � � ' . � , � QWIVER or AGEIVT x�� CQNTR�C�'C)R � �� p The faregoing instrument w s acknowledged before me this The facegoir�instrument w�s acknowled�ed before me this � ��. � �.°.,. `, «<��, za ���'� day of , 2 , by , day of _, 2Q _�. � �Y � , � � .. I � �^�t� , who is personall k�o ta � ,�vho is persan I1 knawn to , � �� � � � � x �`� '� � ��� �a �� �� ��� x , �% me or who h�s produced as me or who has produced as ic�en�if�c�tion and wh,�did t�ke an oath. identifieation��d who did take an oatk�. � � ` , "�� �# , �, � NQTARY PUBU � ,,,�.��� NOTARY RUBl.I • � F�,��rP+lPf� '��6dd�0�t�� I..MFIlali.df4 �A�\\Fftdll �PSiYi�� �t4ElJi»?(} �a°�� �:�YPd�t�vy Publi���[�t��f Ft��Rti� �°�°����`pP'��ac�ry Pubfic-St�t��f Fforid� �� �c�rr�r�i��sqa� � d�M 227�� �* �A �carrtrnissi�rs � HN 22t�3 Si�n: �;�, $ ;�r�r�+ s��r?Ex ir�$ Si�n: �'� �e `'`r�tRtid' ���?4QtTi��T' . � � � , �"fr��isi�`°, • SEYp3�i'�i�7@F�.��. 2{)�4 Print: �� Print: SeaL• Seal: P �. ?��� ��� L `��t1 *� ������*����**��*��� ����*���*��**��������:#��*���*��#���� ��:������*���*����#�� ������*����*��,���*����*# �PFRC��IE�BY Plans Examiner Zor�ing '�� %� r ° �� Structural Review Clerk (RevisedQz/24f�a1�) � i � i � � 4 ' � `�� ; Fort �a1fa� Trus� G4rr�pany, LLG. � � �i 7035 SW 44th ST LLA Miami, FL 3315� Tel: (305} 667-6797 ! P �1� Fax: {345} 66?-4592 Re : 21 C�26: NEW RE�IC?�NGE �►�� ItTfot` �f/Ot�. Prajecfi Customer: LATCJUR Q��iGN � Job N�me :NEW RESIE��NCE LotlBlock: divisian : iite Rlame: 123 t�� 99 ST. S�te Addr�ss: MIAMI SNOR�S �t: �L ' ..., . . . . .... s..e.. �. � . . .. . � .. . . . . . •���fe •��s •����• • � •��R i• • • i i Y O i O• •i O{ • • • ! Gen�ral Truss Lngineering Cri�eria & D�sign ,Loads (/ndividua/ Truss t?�Si�I'tt Dr°av�ings Sh ,�•, ...... .«.. ..... S�D@C%c'�/L_Oc'�(�lti� CQt1�l�`IQ11�J: • • • • .. .. «... .....� Design Code: FBG2017JTPI2014 �esign Program: 8.42 Apr 29 2021 �oof Load: 55.Q►��#•�Ftoor�oad: • N/A•• f P • g Wind Code: A8CE7-10 C-C far members and forces&14RWFRS for eeactions Wind Speed; 175 mph • :`• !• *••e f• e � • •e • • • • • •a��as This package includes 15 individual, dated Truss Design Drawings and 0 Addi�onal Draw+�gs. ' ' With my s��l affixed to this sheet, I hereby c�rtify�hat I am the Truss D�sign �ngineer and this index sheet confarms to 6�G15-31.003, section 5 af th� Florida Board of Professional Engine�rs Rules. _ __ �....�._� No. Date Truss ID# Se�l# 7 07107(21 �� M1 ,A0477406 � � 2 07107/21 M3 A0077406 "� 3 07(Q7l21 M4 A6477407 a��='�� �'�;'��`� ��'�����"�" `�"�� a az�a�r2� r�s aoo7z�os �� �'� '������ �� � ��w�. €c a�*�t'�a� ��s��'ie.��a:� . �: � �.n� 5 07127/21 T1 AQQ'77409 ��,��^' a i._i�'��aE?a�;,� �1.�� 6 07l27121 T10 AQ077410 °�"��'�"`�� �'� `�� �� _���� � 7 07J27121 T1A R0077411 �`""'�$. �°�A`��3�r��� ����������. ��� 8 07127/21 T2 A0077412 � �r 9 07/28/21 T3 A0077413 ��" �2c`��s� ��4� ��`� 1Q Q712T(21 T4 RQQ77414 11 07/27121 T5 AaQ77�15 �„� ��a�i°,`t��� ����� 12 07127121 T6 AOQ77416 �s���f � � E� ���a � g � � ,',���"�� t i.'.:{s�,�S! . $.:�s �i 13 07/27121 Tfi AQ077A17 �,��aa i�� ��,��� ��tiaa��,��� �� a �;�� 14 07127/21 T9 I�Q077�618 � ���� i�g*�� ,z „�E� ������"��`��a�����i���"� `"��� � 15 07127(21 TSGE1 tk0077419 � ���r �� �`�a� � � ����� �����, ��> ��� "7 „�:t.i ,tca�„t� P'��:,=�S"?������?�����.3�� �' ����� .. . . ,. � .. ��a���.h ,�1i.4v��'.'�i°'�k S,�}4`�.� .�i�R �i'�4�i�Rk � . .� �.. . � �'�r�q}I€�� ,��������,���������a���� ���� � � � ������t ���v� s��..«�����.��������+����� ���� �,�56' #:i�° {4;,.€Ee�S, e�3"�,`��v.'�+ 4`��� �Wa3 , $,��"° �� �+u�1t�.�> 1P,'s� €��*�� �� � ������ ��� � � `��� ��}��;�1�;� �s' �t€�����a � � � a,� , The truss drawing(s) ref�r�nced above have been prepar ��t� ���>G��>��� �� ��;�� � � �.���� � �a�� under my direct sup�cvision based on the param�ters by ���������� �����_�<�������������� � ����, Arch. or ENG of Reeord usir�g MiTek 20124 �oftware. ���° ��'���� ��������x ����� �.Q � � � r�,,``�,�,�� ������°��:� ��s��.�'�����.��`������m � ; � �.., � , c�` �• � �a�� ��a� €�� ���� $������� ��� ��";� ,��� � � � �",�� Truss Cl�sigr� Engineer s Name: Jose Niartinez, P � q . � � �_�3� ����������������� �, 24 E 5th ST, Hialeah, FL 33410 (F�orida PE# 0315Q9) ..�: : � ���e�����ta �`� � �� ���. ��. � ,��� ,� �, NC}f s�onal en{����neer�in�ry�r�s��^yo s�i'bilt�j�f�oathe t us�stance o � ��8°�� f���������`��� h°' `" `� N J � ttft@lli4����' CQt'Tl�?OCI�CitS Sf1QWC1. Page 1 of 1 Engineers Name Qate Fort Dallas Truss �o. LLC. � Ta: ' ���IV� ?03,5 S�v�4 st. LATOL�R I��SIGN & _---___--� --- - - —- - -- IVIi�tlii, F'I..33155 1ob Number: 2ID26 (305)667-6797 T'axt (3Q5)667-Q592 � z93 NE 61 s7'. � Page: 1 __ _— Project Ni.�`RESII�I.NCE Block No: MItaML FI. 33137 � Date: 07128/21 t0:17�07 Modei: Lat No: ' - -- -- --... - - - - -- -- - Gontact: , Site: Offiee: AccauntNo: 0�)5301�81 _ . ___-- - — - -- ��IlV�T TQ: ; Name: i � j Designer: I l23 1�IE 94 ST. Sales �zson: JOSE�S MENENDEZ P}zone: �(305)6�5-9040 � P'� 1 � Fax: i �uote Number: � ��� � MIANII SFIC?RFS,FL 3313$ � P.O.Number: , Prafile: Qty: Truss Id: Span: Truss Type: Slope LON ROI-I i ! � � � 3S-Q7-QO � � ( or�x���:os-�a-os ...a 1 EZ � Ml �M�Nf)PITCH 2.38, ( • • i • • e�s• •�s�a� - — - i 2X4/2k4 j 2.38: i • • • � � � ._..__._ _.......— , - _s�-s----s_-��—__ �...--- � � � 34-05-00 � I � � oa x�nt:as-o7-az . . . 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LLC. , To: j ���1Ve1� 70��S�Vv��St. ' LATC?UR DESIGN & F _- -- -_------- __ ___ _ _--- MiatttiF FL.33155 ; i 1ob N�2mber: 21D25 (345}667-6797 Fflx: (305)667-45�2 � 293 NE 61 ST. � P�Qe� 2 _-- _. __ ._._._._... i b ' Pro�ect: NF�t'RF,SiD�NCF B(oek No: j MIAMI,FL 33137 � pa��� Q712&r21 10:I7.0& M�del: Lot No: � I ----_—_ __-------�---------_ -------.._.------.-_._.__. Contact: � Site: � C?ffice: � ' AceauntNa: 0453f}IS&1 - �--------- - - De�iver Ta: - --(------ —) �CSlaflel': � Name I ; 123 NE 99 ST. � � Phone: ( �(34S)695-9040 ( � Salesperson: JaSE M MENENDEZ p�� I, ; ( � Qunte Nusnber: — -_ �_--------- --- ��� —! MIAM]SHORES,FL 33138 � P.O.Numbe�-. i i The tru�s drawing(s} refer�nced above have been pr�par�d �� und�r my direct �up�ruision based ar� the parameter� by , ,.,•�"""�°"$g,,� Arch. ar �NG af Record using MiTek 20i20 �oftwar�. .Q���:���• ° •���y`<< •••� « �« �tiw,"�. \.� �'e..C�g�•a•o� •0000• Tr�ss �es�gn Eng�r�e�r's Name: Jase Nlartfn�z, P.E. � *°' �f ' `°.�•" •• .• 24 � 5th aT, Nialeah, F� 33010 Flarida P�# 0315Q9 �`°` • •• .;��:••` ••••:• � ) �°��. � .c�,� . . . rt��•.,� � ...e.. �:�'�� . . . .,���,•. � �,�,,•...... NOT�: The seal �n these drawings indicate acceptance of °f. �c�`�,�,«��,>�Q ! ••••• proFessional �nginearing responsibilty for the truss r '`�'"�'�:��* ,'•". ••:•`" .. .. .... ...... components shown. ..... • _.._ Engineers Nam�s ` ; .� • w• • • • e• • • e • • ss�sa• m• • • s • ♦ •�s��• • 7ob — -- �'�russ- __—.----- �`russ fiype- ---- — --_ .__ i�� --,��Y ��aTouR oEsiG�a Q�vE�ePnrtEUT,iNc -- ---__ _--------� � A00T7405i i�1D26 � , (M1 �MonopEtch 11 R 1 � _ -�� ' Run:&.420s A r28'2021 Pnntl���R�f8��t1G�Q[Jti011ai� � _------ __......_- --__.-----_._-- 1 i ... _—.__--- --- - FORF pALLAS TRUSS CO LLC.,MEAMI,FL. 8 420 s Apr 29 2021 MiTek Industries Inc Fri Sep 9Q 09�21�37 2Q21 Page 1 ID:RUZDe�fordR_oLbMvCdk2ozQXYS-zpTspCRV1 gKsDfMbVpttjkSucgNOfZ2LVIhcyGyf�aBS A 6-0 8-0-0 12-7-12 �� t�-3& 21-11 4 26-7-P 36-11 4 � 35-7-Q ____-_.. ..___. _.._. _. ..._____� _..__._ ____..__',_..__ __..__ _....._ ___. _. _.__ _._ _____.__ _ ______._._.____i ' 4-6-Q � �� 3 6-0 � I-- 4_7�12 ' 4-7-12 � 4-7-12 ---f- 4-7-12 .._� 4-4-4 4-7-12 2�38�12 Scale=1:65.6 3x4: 2x4 ;; F8 12 W No3- ` 4x7:-:. 4x9� � _ _--= CN�g~b.3 �o T4�la 2-:'-�--`�� 4x7-_ 10 � � - ,.�� ( �� g� 9 � . �._�b.3-!� VVfi$tda3 r �4 . W91Yo.3��- -Ydt�� 3-`----`---f_. '"----" 13 ! 1` 5x8_ 7 ---�"='-� W13^�2 - � 38 �a T3 No�-= i - -_ _- `"�� 14 4�= I ,� 2xA 3x4� 6 �-. ��� -_��SNo-2 r . �27 35 3x8�= �;° f 2xA= 4z��o 3- 5 - �-�-�-__ ���� ��_-bVtO`@o 3- 34 �c�, , ����j`�`�----���""`--` 18 10x12M18SHS= ±°� 4x7= W�No.2- �_�--`"��"� W9 a3 � -yyfi�"f3o.3- 17 = � W2 P�}o.2�N �1W I1K1 .3- WS fV¢ -_'---�. �3 18 4x7� 3x4- ��E��• I �o �'t—� � - - ��`-- `� 19 3x4-� • • •�t• •����• �ui �� ,- �--- -6 Na3- �32 • • • � - ��--�,o ZQ 3x4� •s s • s• •� � a - '~ �-__ 31 • • s b 22 s����s •��• ss��4• � 3p 5x12= s - 2x4 I� 2x4 I� esevae • • • 24 8x10= •��s�s •��• • • • e ZR& � 3x6 II • • •�r��• 4x5 238�i2 e��• • •���s • • •��e�• •��• •��s• • • • • •i f• !f M• •����• 5-2-8 � io•s•e • • t__4_5-&____ 0�8v0.0 ,_�_ f2-7-12 �_.__t7-3-8 21-it-d 26-7-Q 2Bq17-0• 3WY1-M 35-7-0 m 4S-& � 2 9 8 4-7-12� ' 4-7-�2 . .. 4�7-'z _-.. F .4_7_t2�� O�.D�-4-p.4�.—� 4-�_—�•e s s a• 0-8-8 • • • -_. — —____— _—_— _— Plate Offset�_Y�_[3:0-3-0,0-2-0 4:0-4-4,0-2-0] [6:0-3-&,0=3-�,_(9:0-3-8 Edge],_L5;0-4�0 Edc�e, 20:0-9-12,0-2-81 [2Q:0-2-�0-6�21:0-2-�0-0- 21:Q-4 _._. -- -- -- ----- �-_+�_��,. �— �---- -= �—�—�-=r—�,r---r -�—i---�-- L4ADING (psf� � SPACING_ 2_d-0 i CSI. i D�FL. in (loc) Ifdefl Ltd P °'` GRIP TCII 30.0 � Plate Grip DOL t.Q4 TG Q.98 Vert(LL) -Q.29 18-19 >999 360 � MT20 244119Q TCDI 15.0 I Lumber DQL 1.33 ; BC d.82 � Vert(CT) -0.40 18-19 >664 180 M18SHS 244119Q BGLL 0.0 � Rep Stress incr YES ; WB 4.89 Horz(GT} O.dS 27 nia nia � BGDL 10.0 1 Code FBC20171TP12014 ] Matrix-S � Wind(LL} 0.75 13 >142 120 � Weight: t$71b FT=p% — --- {—---- �-- ---..._.._.. —--._.. LUMBER- BRA�ING- ----..._--------- TOP GHORD 2x4 SP No.2 TOP GHORQ Structural woad sheathing directly applied or 2-Q-12 ac purlins, BdT CHORD 2x�SP No.2"Except` except end vertieals. 66:2x4 SP M 31 BOT GHORd Rigid c�iling directly applied or 4-3-0 oc bracing. WEBS 2x4 SP No.3`Except* WE�S 1 Raw at midpt &-15, 10-14 W12,W5:2x6 SP No.2,W2:2x4 SP No.2 QTHERS 2x4 SP Na.3 R�ACTI4N9. (Ibtsize) 21=1544(0-8-Q (min.Q-1-13),2 7=2 3 3 410-8-0 {mir�.0-1-8) Max Horz21=639{LC 9} �flax Upliff21=-1Q3f(�G 8),27=-1451(LC 12) FC}FtCE5. {Ib)-Max.Gomp.ltv9ax.Ten.-Ali foeces 250(Ib)or less except wh�n shown. TQP CHQRD 3-4=-1961(1252,4-5=-1412I697,5-6=-2776/1537,6-7=-2505l1397,7-&--375&/638, 8-9=-588012658,9-10=-5&72/27d3, 9Q-1 1=-1 46 7188 1,2-23=-4Q7f2Q9,2-3=-408(270 BOT GHORD 23-3Q=-288/283,22-30=-2�0t287,4-21=-1403/936,2 1-31=-1 45211 860,20-31=-1452(1860, 20-32=-1Q78(1302, 19-32=-9Q70l1309, 19-33=-1883I2710, 1�-33=-187512718, 1 7-1 8=-1 68312463, 16-17=-1675l247F, 16-34=-833(39�6, 15-34=-616(3199, 15-35=-26781535Q, 14-35=-2661t5354, 14-36=-�8111243, 13-36=-&7111247 WE�& 21-23=-2761222,3-21=-9Q98t2031,4-2Q=-1 5 1 6124 7 3,5-20=-766(567,5-99=-$7611418, 6-19=-3�5/329,6-18=-362(861,7-16=-18Q3/1552,&-16=-451t672,8-15=-3264t2159, 15-27=-2334l2772, 10-15=-1154/1798, 10-14=-4222(26�7, 11-14=-623f765, 1 1-13=-1415/877 NOTES- 1)Wind:ASG�7-10;Vuit=175mph(3-seeond gust)Vasd=138mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;Ca4.II; Exp C;Encl., GCpi=0.98;MWFRS{emelopa)gabie end zone and GC Exterior(2}0-1-12 to 4-5-8,Interior(1}4-5-8 to 35-5-4 zone;cantilever I�ft and right exposed;end verticai left and right expased;C-C for members and farces&MNIFRS for reactions shown; Lumber DdL=9.33 plate grip DOL=1.33 2)Provide adequate drainage to prevent water ponding. 3)All piates�re M1T20 plates unless othenvise indicated. 4)Piates checked for a pfus or minus 0 d�grae ratatian about its center. b)This truss has be�n designed for a 10.0 psf bottom chord live load noncancurrent with any other live loads. 6)Bearing at joint(s)27 eansiders parallel to grain value using ANSilTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical conneefion(by others)of truss to bearing piate capable of withstanding 1036 Ib upiift at joinf 21 and 1451 Ib upiift at joint 27. 8}This truss has baen designad for a moving concentrated load of 200AIb dead Iocated at ali mid paneis and at aii panei points along the Bottom Chord,nonconcurrent with any other liue loads. LOAD CASE{S} Standard �7ob ----..-.......----_ __. - russ j7russT e-�---....._ _-.._.__ __----.-„---.._�� ___---.-.."�� .. ilATOURDES{GN&DEVELEPMENT INC. � _ . .._- ( _...._ ....-----._..._ � ! � A4Q77406� YP t ' i �21 Q2& 1�13 �Manopttcfi i 14 i 1 1 . ' iJob Reference o tianal tm_ t- �---- i _� �� } l FORT QALCRS TRUSS GQ-LtG.,MEAMI,Fl.. Run:8�20 s Ap+'29 2Q29 Print 8 q20 s Ape 29 2021 MiTek It�d��stries,Inc Fri Sep 1Q Q9-21_4 f 2Q21 Page 1 !D:R U ZDe4lord R_o�bMvGd k2ozQXYS-sbj NfZ U 05vrI iGg N k�ptadbZ H kEbMswQwfq51 yf580 ;,____ 4 6-0 . 8-0-0 12-7-12 17 3 8 21 41-4 .....�._..._26 7-Q----- 30-4-4.__�_....__�-`�=fl_.---- - ---�--- .�..... __._..----r...._._.._--- ........ ......--�--.- __.._-t�--��---��--- ---- - ' 4-6-Q 3-6-Q 4-7-12 4-7-12 A-7-12 - - --' 4 7 12 .. �.._-._.-3-9-4 4-0-12 � ? 2.38(12 ScaEe=1:6A.7 3x4= 2x4 (i 28 12 4x5�= 3x6= 11 - "� i o 1 Q T4 Na2 �Y�_ W9 3- ,a 4x7 - 1 3x 4 :� � ��_-�.�-�Yt 3--�"_�,,Y�i 4 N o.3 i I� � -� t�_-� _W12 N 2 �`�-��' -- f 3x4- � I I�s 5x8= �T3N�2=�. ":�--� �3 No 3- 36 »- �" i --- .-- " 1�4 • 2x4= F1 No.3- 3x4� 6 -�-- — 51�l0�'---" - 26 35 �X �� � ==�- _-- NttQ iTa.3- 34 2x4 4x12� y _ ����.. --_----��3 --��T--` 16 5xt2 '� r �-- 3x10 E. 1�No.2_ --''`-��� �� W9��p.3- �- `` ` � a4 �____-_ � �,�1--�` �_-VV1�.3- 17 3x4� icb W213o.2- _--- � 3- W8 Ny3=�:-=" 33 9$ 4x5= +s s• —=� --�="--' t� 3xa- • • ' I ��T - �,.-r ""'�- No.3- 3F s • •s�• •s�'t�s � �V`"� 20 3x4� *��� s • •s �� � � �_ 31 e • � ; ♦ A '?•� --'"� 30�22 5x92- sisa�e •s�• •�i��rs ' J� 2x4 ' • 2ac4 'i •��+s♦ • e • 24 6x10= �e�s�e 2x4 i; e�•* � + • • 3x8 ii s • •ases• 3x4238{�12 z+��a • •ec�• • • •��R��+ s�u• •���• a • f ♦ •i i! fYi• •S•!fi 5-2-8 • •ss•e• • • - 4-5-8 C--Q B-Q-Q 12-7 12 17-3-8 _ 21-11-4 , 26-7-0 !_3�-4-4n 34_5-Q .-_� 4�5-$._ 0.-&��� 2-9-&—� 4-7_12 -�- 4-7-12 ' 4-7-1F ' 4-7-12 i 3-9-4� i 4-0-�P � •s t e t�s 0-&-8 i • ! _�iate affsets(X y)-- 4:o-a-4,a=2-oLL6_Q_3-s,as-aj,L_o-a-s Edse�j15:o�4-s,Q-s-oLj20_a-s-12,a-Z_s, 2Q;o_2-�,o-s-s,L1_0_2�,Q-4��LZi_o_a-�12, el, zs:0- - �;y-�1--- . _—'__.._. _.. __--_ � ._..'__'_' _'_—_ __' -� '_ • _...�.. p—__ LO�RING(psf} � SPAGING- 2-0-Q '-. CSt. � DEFL. in {!oc} Ildefl �td �P S'•• GRIP TGLL 30.0 Plata Grip DO� 1.Q0 � TC 0.87 � Vert(LL} Q.33 18-19 >807 360 ( MT20 244l19Q TC�L 15.0 �umber DQL 9.33 � BC 0.81 Vert(CT) -0.41 18-99 >643 18Q � BCL� 0.0 I Rep Stress Incr YES � W� 0.90 � Norz(GT) -Q.Q2 15 nla n(a � BCD� 1Q.0 ' Gade FBC2017/TPI2�14 Matrix-S � Weight: 182 ib FT=0°l0 — --1— ------ --1----- � - ----- --_. _..._—�_..—-....- - ---- LUMBEP- BRAGIPIG- TOP CHOftD 2x4 SP No.2 TOP CHC3RD Structural wood sheathing directiy appiied or 3-1-5 oc puriins, except 8QT GHORD 2x4 SP Na.2 end verticals. WE�S 2x4 SF No.3'Except' BOT CHORD Rigid ceiling direetiy appiied or 3-8-6 oc bracing. W12,W5:2x6 SP No.2,W2:2x4 SP No.2 WEBS 1 Row at midpt 8-15 OTNERS 2x4 SP No.3 REACTIQNS. (ib/size) 13=-961Mechanicai, 15=2287(0-10-0 (min.0-1-�},21=155810-8-0 (min.0-1-13) Nlax Hoez21=654(LC 12) Max Uplift13--111(LC 37),15=-1419(LG 12},21=-1039(EG 8) Nlax Grav13=157{LC 41), 15=2287(LC 1),21=1558(�C 1) FQRG�S. (Ib)-N1ax.Comp.lMax.Ten.-Aii forces 250 Qb)or less exeept when shown. TQP CHORD 3-4=-1959t1252,4-b=-1445(7Q0,5-6=-2�5311569,6-7=-262611459,7-8=-84&/382, $-9=-1 6 1 3124 56,9-10=-1805/250Q, 1 0-1 1=-51 11751,2-23=-408l209,2-3=-409(27Q BOT CHQR[� 23-30=-2�812&4,22-30=-2&01287,4-21=-1�31T11132,21-31=-1 4 51 120 1 1,2Q-31=-1451I2011, 20-32=-1125/1334, 19-32=-1117l1341, 19-33=-1959l27$6, 1&-33=-1951(2794, 17-18=-17�51258Q, 16-17=-1T81l2593, 16-34=-&36/�08, 15-34=-6281820, 16-35=-24$1/9442, 14-35--246&l1447, 14-36=-733140�, 13-36=-72�l416 WEBS 21-23--277t222,3-21--149812031,4-20=-1971(2505,a-20=-779(S�Q,5-19=-941I1463, 6-19=-369/3�5,6-1�=-368f167,7-1&--10f259,7-1 6=-1 7 5 711 1 45,S-1&=-314l857, 8-15=-3229I2Q42, 10-15=-1122(767, 10-14=-1Q3211752, 91-94=-623/463, 11-13=-435/759 NQTEB- 1)Wind:ASCE 7-1Q;Vuit=175mph(3-second gust}Vasd=136mph;NVHZ;TCDL=S.Opsf;BCDL=S.Opsf;h=15ft;Cat.Ii; Exp G;Enci., GCpi=0.18;MWFRS(envelope)gable end zone and GG E�eeiar(2)0-1-12 to 4-5-II,Interior(1}4-5-8 to 34-3-4 zone;cantilevee left exposed;end verticai left exposed;G-C for members and forces&MWFRS for reactions shown;Lumb�r DOL.=1.33 plate grip DOL=1.33 2)Provide adequate drainag�to prev�nt water ponding. 3)Plates checked for a plus or minus Q degree rotation about its center. 4}This truss has been designed for a 10.0 psf bottom chard live Ioad nonconcurrent with any other live loads. 5)Refer ta girder(s)for truss to truss cannectians. 6)�earing at joint(s)15 considers paraliei to grain value using ANSIITPI 1 angie to grain farmula. Building designee should verify capacity of bearing surface. �)Provide mechanicai connection(by athers)oP truss to bearing plate capable af withstanding 111 ib uplift at joint 13, 1419 Ib upiift at joint 15 and 1039 Ib uplift at joint 21. 8)Bevefed piate or shim raquired to provide full bearing surface with truss chord at jaint(s)15. 9�This truss has been designed for a moving concentrated load of 200.Oib dead iocated at ail mid paneis and at ali panel points aiong the Battom Chard,noncancurrent with any other live laads. IOAD CASE(S} Standard �Job _--- ____ r�uss _ _ -- - �Truss�ype_---- -_ - ;t5ty ��1y �arouROEsiGr�aoEVEC�Pr��ivr��C.__.. _. I � J i�1D20 ` � M4 �Mono itch � � � i A0077407 P _ __1 Job Reference�o tp ional)_----- -- ,--- --- ---- - FORT DALLAS TRUSS CQ LLC,M[AMI,FL Run-8 420 s tipr 29 E621 Peint:8 42Q s Apr 29 2021 MiTek Industnes,€nc Fri Sep 10 0921�44 2Q21�Page t I Q:RUZD�41ordR_o�bMvCdk2ozQXYS-G9QWHbWuOqDtZjPyPnVWVGFBFV keomBN6G�uU hM}rf58L -9-� 46 0 � $-0 0 : 12-7-14 17-3-12 21-11-10 , 26-11-p -- ------...-' ------ --��-------- ----....... __.; '6-9-ff 38-& 3-6-0 �-_.� ______4-7-1d -,...__-- -__.-4..7-14 -------��-j------A�-7-14 ' 4-11-8 2.35� Scale=1:50.0 2x4 � 10 3x6 = �-� , 9 _W1QNe3=��- �� i.- 3x4 c= "`" VV11 N .2- t 4x5�_ fT4 n�s��st�'--—�_-- 11� �� 5x8- 8 %_' �-_��----__- ��C� ( i 7 _._ - �� _ � � 31 � � i� r B�lo-�" 23 T I� e r����a ------____---�,'_��_ 3x6_- - W2 ¢3 ��-� 3x&-- i� 2x4= b � `l�-��'�-` '_-� � � 12 ca � 4x12FaNa.3- --` � W2NP.3- 2x4= ___--��.__t"""� 13 3x4-' W9�3t o.3 � _� " �y _---"_._.- � __ gI�No. ( �10= -�`"�."�`` Wg Na 3----a "�--�` � � 3x4�= 5x8 M18SHS= � ic� W2 - � "�=�,�� 3 � -�- •+r�s ��h _ -- '"�-� , ��. ._ _ 15 • .. - - � 29 3x8- s s •��• •• •�• �� � ' _ �- ' '._- � e • • � � � �♦ s s �• ♦ � � i � " x1Q=28 �� • • �r � � � ""j � � �98 5x12= eEtr�s •+r�a •s��s• 2x4 'i � 25�9 �26 2x4 i w��r�e� • • � �X� ';i Mf��Oi �Q f 4dr• • i r M • • •Y•!,• ZX4 i� d/8O F • •Qi#t 3X4=2.38��2 ! ! a�+sase •oa• •Raesg • • • • •+ •w ass• •e�ws• • 5-�''$ s�ws�• • f 0.9-& 45�8 _ 4-�-0 � &-0.6 , 12-7-74 1T3-�2 . 2�-11-70 ! w � 2G11-0 ♦ '0.9-8' 3-&-0 ......- Q-�' 2-�-8 �-.. 4-7-14 4-t-94 .-.._�______ 4-7-54 • •� 4iR 4�& i 3 w e•t 4r e �-S • • • Plate Offsets(X,Y)-- I4:0-4-4.0-2-0],I5:0-2-0,0-1-8),[6:�-3-8,0-3-0],[7:0-2-8,Edge].[11:0-5-4.0-2-41,[15:0-2-Q,�-t-&j,[16:0-7-0 -2-�, 16-0-2-6,�7-�a,(17-�-2-�e�:��s [17:0-A-12 Edge�j19:0-t_8,0-1-8] •• • s s w • -. .- - - ----- ------ -- - -------- �_ _.�---- - LQADING{psf} � Sk�ACING- 2-0-0 CSL �EF�. in pac} Ifdefl L!d Pt�1'T�S GRIR TCLL 30.0 Plate Grip DOL 1.00 TG 0.72 Vert(LL) 0.47 14-95 >560 360 MT20 2441190 TCDL 15A LumberQOL 1.33 BC Q95 Vert(CT} -0.6014-15 >447 180 M7�SHS 244(190 BCL� OA Rep Stress incr YES WB 0.73 ! Horz(CT) O.Q6 23 n/a n!a BCD� 10.d � Gode FBC2417tTP12014 � Matrix-S � Weight: 145 Ib FT=0% -- _- � ---------_— � - -_�__....._----- ----- LUMBER- �RACING- - -- - — - TQP CHORD 2x4 SF Na.2 TOP GHORD StruGturai wood sheathing directly applied or 2-4-6 oe puriins, except �OT CHORD 2x4 SP Na.2 end verticais. WEBS 2x4 SP Na.3`Except" B4T CHQRD Rigid ceiling directly applied or 2-2-0 ac braeing. W11,W5:2x6 SP Na2,W6:2x4 SP No.2 WE�S 1 F2aw at midpt 9-11 QTHERS 2x4 SP PIo.3 F2EAGT1C3NS. (Iblsizej 17=17Q51Q-&-Q (min.0-2-1),23=1170t0-8-0 (min.0-9-&} t�Aax Horz 17=527(�C 12) Max Uplift17=-1176(�G 8),23=-742{lG 12) FQRCES. (!b)-Max Ceamp.fMax.Ten.-RII forces 256(Ib)or less except when shown. TC)P CHQRCY 3-24=-1955(1249,4-24=-195Qf1252,4-5=-187211020,5-6=-384912248,6-7=-41�2f2473, 7-8=-4136(2477,8-9=-2975l1756, 1 1-2 3=-1 1 7 01742,2-T9=-409l20&,2-3=-q09(270 BQT CHORQ 15-26=-2$�/286,26-27=-2811286, 18-27=-276f289,4-17=-1602/1200, 17-2�--1456(2105, 16-28=-1456/2105, 16-23=-1304/1742, 15-29=-1296f175d, 15-30=-2481(3765, T4-30=-2483l3772, 13-14=-2677(4139, 12-13=-2669/4147, 12-31=-1�8012935, 11-31=-1&72t2947 WEBS 17-19=-278(222,3-17=-1099(2038,4-16=2162(294Q,5-1&=-858(6&5,5-15=-1265(20Q2, 6-15=-551/451,6-14=-371/417,8-1 2=-1 1 9 11792,9-12=-196/469,9-11=-27�8/17�4 NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TGQL=S.Opsf; BCDL=S.Opsf;h=15ft;Cat.Ii;Exp C;Enci., GCpi=Q.18;MWFRS(envelape)gabEe and zone and GG Exterior(2)0-1-12 4a 3-11-4,Intarior(1)3-11-4 to 26-&-4 zone;cantilever left exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shawn; Lumber DO�=1.33 piate grip D0�=1.33 2)Pravide adequafe drainage to prevent water ponding. 3}Aii platas are hfiT20 piates uniess otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its centee. 5}This truss has been designed for a 1 Q.Q psf bottom chard live load nonconeurrent with any ather live loads. 6)Bearing at joint(s}23 considers parallel to grain value using ANSI/TPI 1 angle to grain farmula. Building designer should verify capaeity of bearing surface. 7}Provide mechanicai connection(by others)af truss to bearing p€ate capabie of withstanding 1176 Ita uplift at joint 17 and 742 Ib upiift atjoint 23. 8)This truss has been designed for a moving caneentrated laad af 20d.01b dead locafed at ali mid panels and at all panei points along the Bottom Chord,nonconcurrent with any other live laads. LQAQ GASE(S} Standard _ - - -- .- _ ---- , o [�'russ - .'fruss�ype �ty �PIy �LATOUR DESIGN&Q�VEIEPMENT.INC. �� i �21 Q26 ' , �M5 fv9onopitch - Run:8.42'0 s A r 29��2021 Pr�nt&.420 s Apr 23 2 21 NiiTek IndusMes fnc.�Fr!Sap 10 0921 A7 2021Q P ge 1�I L - — — - — '-- __. ------- — -- � J+ab Reference o t�onal _, FQRT DAL�AS TRUSS C0.LCC.,MEAMI FL - �� � �i _ - . ID:RUZDe4lordR_o�bMvCdk2ozQXYS k4evcYnhlbSQB7W4v2DGrtfHikY?2tpo�681hyf581 Q9�5 0� 5-10-1F �_ 11 0-13 . 16-2 14 {__21-G-15_ 26 7-0 _� 30.59-A 35-7-4 0 9-$1-7-8 3-5-12 5-2-1 ...- -' 5 2-1 ' 5 2-t- ---�-�-�-----5 2-1 A-4-4 � 4-7-12 ....� ?�.���a 12 �x4 I I Scale=1:76.1 29 13 3x6� 4x9= W��No.2- r o W10�o2 T4 3-�_ _ � �- � `� 2x4 ;; � 10 ' _ � =-��` i 1°� 3�e6< 3x6= VV2�70 3�-- �-"� �%� � - 3 No.3- ro W1 �� 2Y4= 3x4� g �`� '�� � � 38 t4 � � -fBI=�3- -'. - ����`�"� 15 4x5- i". 2x4= g � _ ��. =� ----;B�j�`3'r_ � ��24 2$ � 37� t� 1 F No 3 3x8-- 2x4 11 � ! 3x4r4x1�� -5�-' � �W2�1 3.-� � 36 (� ��"�"y�r -"� -�r�-- � A a-3W7�1�- � �- 17 1dx12M48SNS� E3��°N�� �_ �� �-�f--�� �1A�JNa.3- 18 a� i (c' t,� - ��_"=-� '�- _ 5x16= c5 � W2 i�o < �k1�1Vo 3- 34 �� ( �"� •- - 5x8 WB.= � � �v-- Zp 2� - WC�Plo.3- �3 3x4� •s*♦ 'o � N � 3x6== • e � ' d �'.=t --`'� 323 21 • • •s�• 1 •irw��• �? 23 a + s � 5x12= •• • • •• • 25 2.38�i 2ti4 II • • s w 2x411 5x12= •osgse •rr• os000• 3x4= � 2x4 ii •eo.ss • • w •4ff4• s*�• • s �e s • s •fe•w• ••ss a :�f•s s • ••srs• •s:• •s•a• • o s e •• •• s�es s•ss�• • 2-So •sws•• • • 9- 2-4$ 1� 5-10-12 � 71-0-13 , 16-2-14 � 21-4-19 26-7-0 2 it-0 30.11i_ i__35-7-Q_ l_ . ..._ ..—�--___�__ 6'i� . _�. — � i -9- t-7-0 -8- 2-9d ' 5-2-t � �� 5-2-1 5-&1 5-2-1 0-4-0 4-0-d7i • 4-7-12!R ' • •+!y s• 0-0-8 • ! f Plate Offsets(X,Y}-- [4:Q-4-4,0-2-0),(8:p-2-$,0-1-8j,[11:0-2-8,0-2-0],[12:0-7-8,0-2-8],[16:Q-3-8,Edgej,[17:0-5-15,Q-2-Sj,[21:0-�-4,0;,��-�], 12 Q�=a�,�z�:o�4--}�q�-�zJ, z2:o-2-a,o-2-��1 ___. __--- — .. . . . . . —_- _. —_� _ _._._..— — -- ,-- -— -- T_____��,-,��_. --_ LOAD1htG (psf} I SPAGING- 2-0-Q ( CSE. � DE��. in (lac) Ildefl LJd � PLAT�S GRIt� TCLL 30.0 j Plate Grip DQL 1.64 � �"C Q.73 ( V�rt(LL} -0.35 19-20 >821 36Q ' MT20 244/190 TCQL 15.0 i LumberDOL 1.33 � BC 1.Od Vert(CT} -0.6519-20 >442 1�0 � M1&SHS 244/19Q BCLL 0.0 Rep Stress Iner YES � WB 0.99 �' Horz(CT} 0.03 2� n!a nta �CDL 10.0 � Code FEC2Q17/TPf2014 � Matrix-S ( Wind(��} 0.66 14 >182 120 i Weight: 186 ib FT=0%Q LUMBER- — ----W -- BRACING ---� -- TOP GH(}RD 2x4 SP No.2`Except° TQP GHQRD Structurai wood sheathing dir�ctEy applied ar 2-2-14 oc purlins, T4:2x4 SP M 31 except end verticals. BOT GHORD 2x4 SP No.2*Except' BOT CHORQ Rigid ceiling dir�ctly applied. B2:2x4 SP No.3,B5:2x4 SP M 31 WEBS 1 Row at midpt 8-17, 11-17 WEBS 2x4 SP No.3`Except' W10,W12:2x4�P No.2,W11,W5:2x6 SP No.2 C}TNERS 2x4 SR No.3 REACTIONS. (Ibtsize) 22=1410I0-8-0 {min.0-1-11},28=2467i4-8-0 (min.0-1-8} Max Norz 22=604(LG 9} Max Uplift22=-858(LC 8),28=-153Q(�G 12) FOF2CE8. (ib}-Max.Gomp.ihliax.Ten.-All farces 250(Ib)ar less except when sh�wn. l'OP CHCIRD 3-4=-6101597,4-5=-216011148,5-6=-3&&0(2197,6-7=-3643/2079,7-8=-359�/2Q88, 8-9=-3254(733,9-10=-31911812, 16-11=-31821818, 1 1-1 2=-566612642 BOT CHORD 4-22=-1255t75$,22-32=-611l109,21-32=-611(1Q9,2133=-1559l2043,20-33=-1550l2Q52, 24-34=-259813835, 19-34=-258713843, 1 8-1 9=-2395135 92, 18-35=-239213597, 17-35=-2386136Q5, 97-36=-257615316, 16-36=-2560(5320, 16-37=-8$9(192�, 15-37=-II74l1132, 15-38=-89Q11272, 14-38=-880/1277 WEBS 3-22=-552168T,4-2 1=-1 33112 3 8 3,5-21=-�&11641,5-20--1045l1764,6-20=-4Q8/365, 6-19=-355J1020,8-99=-2521251,8-17=-�19619897,9-1 7=-4 2 813$4, 11-17=-2$84J431B, 16-28=-2467(2861, i1-16=-1647(1144, 12-16=-2207/4674, 1 2-1 5=-7 0 31286, 92-14=-1454(�88,2-24=-2821231,2-3=-3461392 NOT�S- 1)Wind:ASGE 7-10;Vu14=175mph(3-secand gust}Vasd=136mph;HVHZ;TCDL-S.Qpsf;�Cd�=S.Opsf;h=15ft;Cat. fl;Exp C;EncL, GCpi=Q98;C�WFRS(�nvelape)gabie end zone and C-G Eatenar(2)0-1-12 to 0-11-4,Interior(1)o-11-4 to 35-5-4 aone;cantilever leff and right exposed;end verticai feft and right expased;GC for members and forees&MWFRS for reactions shown;�umber DOL=1.33 pfate grip DOt=1.33 2)Provide adaquate drainage ta prevent water ponding. 3)AII piates are MT20 plates unless otherwise indicated. 4)Piafes ehecked for a pius or minus 0 degree rotation about its center. 5)This truss has been designed far a 10.0 psf bottom chord live laad noneoncurrent with any other live loads. 6}Bearing a4 jaint(s}28 cansiders parallel to grain vaiue using RNSIlTPI 1 angle ta grain formula. Buiiding designer should verify capacity of bearing surface. 7}Provide meGhanicaE connection(by others)of 4russ ta bearing plate capable of withstanding 858 Ib uplift at joint 22 and 1534 Ib uplift at joint 28. 8)This truss has been designed far a moving cancentrated load of 200.OIb dead located at all mid panels and at aii panel points afong th�8ottom Chord:nnneoncurrent with any other live loads. LOA�CABE(S) Standard _ -- ; o __- ___. �7i�iss �Truss�ype --... ._.-..- �{�fy jP1y �LATOGR DESI�GN&QEY�I.EPRRENT,!NC � AD077A09� � ' D2€� � �T1 �F�ATGIftDER �6 I 1 � F -------- -� ------- - (----- -- - i � =Jab Reference��tianal�------- ' t QR7 DAL�AS TRUSS CO L€.G.;MIAtNI,FL. ftun 8 42p s Apr 29 2021 Pnnt 8 A2Q�s Apr 29 2021 MiTek industnes,Inc Fri Sep 10 09:21�52 2021 Rage 1 I D:R UZQe4lord R_o�b MvGdk2ozQXYS-1�tXzKevV H DkWyO UtTeOpuaX6aa Ig�jYy7qvzvyf58 D :_2 8 12 _5-2 05 7 8 995 14-4-9 18 11 14 23-7-2__� 28-2.7 .._.�32-9-19 � 37-5 Q 37�-�-841 1-12.-f_-4Q 8-12 . 48-3-12 _� 52-Q-8 5�9;6 � F 1-i-...---�r -�� i-= - {-� � � ----? - - ' 2-8-12 2-5 4Q-5-8 4-1-13 4-7-5 4-7 5 4-7-5 A-7-5 4'�-5 4-7-5 0-4-& �'#4-4 3 7 0 3-?-0 3-8-t2 Q-B-� Scale=1:89.6 7x6= 4x7= 7x6 -_= Ax7= 5x8=- 3x6 I I 6x10= 2x4 (1 4x7= 4�3= 2x4 II 7xt2= 2x4 I I 7x6= 4x5= ��4 �' 4�= 2x4 I I 4x9- ••�• W2 Na.3- 2 3 4 �3 5 6 NV5 No.2- �15 No 2- 9N5 No.2- W[DNo.Pi- WB Nd.�- K�Np.3d V��1�53'��a4tj�-�W9#�8�.�iQ s�1� 20 ---- -I1 ,?,6=- �cl(5 Pla_2_T1 P�4 2&_- -- T2 No.2 m-- 9 �5 W 1 '� � � �,, � 3--_�--Y �-�7#��;�_._ -�� ����� _�- - -�• _ ��-�����4���a�f__ `I�F_, ,"�� -' �_�--_�x -''�-�-�� n t� �. � ,� ���c,�t�` ���� - --_` § �--� : �'� - - �- ---� --- --- ---=--- --- - -- -..�_�..- . - i •.• • 39 45 �46 37 36 51 �� 52 � 33 53 32 � 31 30 55 29 56 28 57 27 26 47•2l5�#48 Z� 4� 23 22 •�2�Q�i 3x4 I i 2x4 I i 4x92= 2z�4 ;? �a�J= 2x4 i' 4x12= 4x5=�= 2x4 i'=. •4iK+�� �}x9�= • 6'x10- • • e •s����Ai( 4z9- 2x4 1I 5x8 fiq18$MS= 5x8 M18SHS_ 2x4 I! •�s• • 4x7- s��s• - - - s s •�a�e�• s��e •���• • • • s •• •• �ks�• •����• • aeeees • e • � o • s • •• • •sssae • • • • • s s• • • 5-2-0 • • • •����• - 2-8-72 M9-Q 5 7 9-9-5 i 44-49 1&-5 t-14 23-7-2 . 2�-2-7 , 32-3f 1 , 37-5-0 37 -8 4f-1-7�• 4R-&-12 �•4&3-12 , 52-0.E • -. - __ __._.,-- �` I-2-8-12 2 0-4 5�-8 4-1-13 � q_7_5 ' 4_7_S f-.__ 4�T-5 , 4-7-5 ' d-7-5 ' 4-7-5 0�4-8 3-4� 3_7-0 -'��3�1��*��-3-8-72 �-7 Q-5-4 Plate Offsets X Y-_j3;0=2-8 4-4-01 [4:0_3-8,Q-4-�9:0-3-0,0-4_8j,_[12 0-3=,4 Q_2_0�13:0-2-�d-5-41,[14:0-2-8,0�4-121,[21:Q-4-8,0-4_4j_29:0_2-12,0-2-OI_----..._..___ _ - �_- -- � -...._ --�-- --- ------- --- LOADING(pst� i SPACING- 2-0-0 � GSI. " DEPL. in (loc) ifdefl LId i PLATES Gk2IP TCLL 30.0 � Plate Grip DOL t.QO � TC 0.60 � Vert(LL} 0.81 31-32 >463 360 � MT20 244/190 TCD� 15.0 ' �umb�r D�L 1.33 ; BG 0.45 ' Vert(CT) -1.04 31-32 >358 180 R�18SHS 244l190 BCLL O.a � R�p Stress lncr YES � WB 0.&9 � Horz(CT) -0.12 13 nla nla � BCQI 9 O.Q Code FBC20171TPI2019 ' Matrix-S i � Weight:389 Ib FT=0% - ----�_._-- -------L _�_. LUM�ER- �RACING- TC}P CHORC} 2x6 SP�26'Except' TOP CHQRD Structural wood sheathing dir�ctly applied or 2-10-T 1 oc purlins, T2:2xs SP No.2 except end verticais. BC7T GH(?RD 2x6 SP M 26'Except' BQT CNf}RR Rigid ceiiing direetly applied ar 4-&-10 ac beacing. �1,B5:2x6 SP No.2 WEBS 1 Row at midpt 7-35 WEBS 2x4 SP No.3'Exc�pt* W4,W5:2x4 SP No.2 CITHERS 2x6 SP tN 26 GBR SCAB 1 T-15 2x6 SP M 26 both sides REACTIONS. All bearings 0-10-Q�xcept Qt=length)13=0-8-0, 14=0-8-Q,21=tv9echanical. (Eb)- Max Morz 3=-79(LC�) Max Uplift AU upFift 1001b or less atjaint{s)except 3=-632(LC 6},4=-1241(lC 1Q}, 13=-3151(LC 11}, 14=-2654(�C 1),21--804(LC 7) P�ax Grav Aii reaetions 25Q Ib or less at joint(s)except 3=11 Q5(LG 30),4=2Q17(EC 1}, 13=5322(�G 1}, 14=1555(LC 11),21=827(�C 1) FORCES. (ib)-P�ax.Comp.iMax.Ten.-All forees 250(ib)or less except when shown. TOP GHORD 1-2=-343(539,2-3=-343/539,4-5=-2961(1759,5-6=-2561/1759,6-7=-2961f1759, 7-8=-7546/4456,�-9=-754614456,9-10=-5316t3135, 10-11=-5316/3135, 11-41=-531813135, 12-41=-5316f3135, 12-13=-1567(926, 14-42=-1155(1235, 1 5-42=-1 1 5511 2 35, 1 5-1 6=-1 1 5 511 235, 16-17=-1756J2012, 1 7-44=-1 7 66120 1 2, 18-44=-1756/2012, 21-40=-306f3pQ 19-40=-288J2�3 �OT GHQRD 25-4$=-123511155,24-48=-123511155,24-49=-956819321,23-49=-1568l1321, 22-23=-1568f1321,22-50=-1568l1321,21-5(1=-1568f1321,35-52=-3637f6149, 34-52=-363716149,33-34=-3637/6149,33-53=-363716149,32-53=-363Tl6149, 32-54=-4346/7357,31-54=-4346(7357,3Q-31=-434617357,30-55=-4346l7357, 29-55=-434617357,29-56=-926t1567,28-58=-926I1567 WEBS 1-38=-592/441,2-38=-7BQ1803,3-3&=-888t536,4-35=-1855t9123,7-35--332211965, 7-32=-85711455,8-32=-3691317,9-32=-162137T,9-31=01282,9-29=-212711261, 1d-29=-52414Q6, 12-29=-2301/3905, 12-2$=-2841274, 13-28=-975(1649, 14-25=-1339l1252, 16-25=-40�(319, 16-24=-$30/642, 17-24=-3381290, 18-24=-475t464, 18-21=-1256(1519 NQTES- 1}Attached 12-0-0 scat�11 ta 15,both faee{s)2x6 SP Ni 26 with 2 raw(s}of 10d(0.148"x3"}naifs spaced 9"o.e.excapt:starting at 7-1-12 from end atjoint 11,naii 3 raw(s)at 4"o.e.for 4-1Q-4. 2}Wind:ASCE 7-10;Vuit=175mph(3-second gust)Yasd=136mph;MVHZ;FCDL=5.Opsf;BGDL=SApsf;h=15ft;Gat.II;Exp C;Enci., GCpi=0,1&;MWFRS(envelope)gabie end zone and C-G Exteriar(2)0-1-12 to 5-4-3, Interior(t}5-4-3 ta 47-6-9,Exterior(2}47-6-9 to 52-9-0 zone;cantilever left exposed;end verticai left exposed;porch right exposed;C-C for members and forces&fv9WFR5 for reactians shown;Lumber DQL=1.33 plate grip QQL=1.33 3)Provide adequate drainage ta prevent water ponding. 4)A!E plates are MT2Q piates unless otherwise indicated. ��}���eb}��f�ar a pius or minus o degree rotation about its center. �Job ..........— _---__. ,firusS �`rUss 1`ype—..._. ___--- -._.._---- ----,.--.--�y ���7y ?LATOUR DESIGN&QEVELEPMENT INC. �' � i A0077409� '21Q2� � r 'T1 iFGAT GIRDEh2 6 � t ' , _._- ----- i.._— _. ...___ _ �__..___. _—_. _._ : �_ iJob Reference(�tional}-------_------ � FORT DAlLAS TRUSS CO LLC.,MIAMI FL. Run�&420 s Apr 29 2421 Pnnt 8 42Q s Apr 29 2Q21 MiTek Endustries Inc. Frf Sep 1Q p9�24 53 2421 Page 2 ID:ftUZDe4Ic�rdft o�bRhvCdk2ozQXYS-VuRwAgdYGb�b86bgRR9dM66is7vXPoziBn2TWLyf58G NOTES- _ 6}This truss has bee�designed for a 10.0 psf bpttom chord live IQad nonconcurrent with any other iive ioads. 7}Refer to girder(s)far truss to truss canneetions. 8)Provide mechanicai connection(by others)of truss to bearing plate capable of wiFhsfanding 632 Ib upiift at j�int 3, 1241 Ib upiift at joint 4,3151 !b uplift at joint 13,2664 Ib uplift at joint 14 and 804 Ib uplift at joint 21. 9)This Eruss has been designed for a moving concentrated load of 200.Qib dead loeated at ail mid pa�eis and at aII panei points along tha Bottam Ghord,nonconcurrent with any other live faads. 9 0}This truss has targe uplift r�action(s)from gravity load case(s). Proper connection is required to secure truss against upward mavement at the bearings.Buiiding designer must provide for uplift reactians indicated. 11)Gap between inside of top chord bearing and first diaganai qr verticaE web shall nat exceed 0.500in. LQAD CASE(S) Standard eo•• • • • • •oo• ••o•«• • • • . .s • o •s • • • w • •ef•o• •:•• ••os•. • •sf��• • . a •��r�ss ••s• • • s • • • •��s�s se•• • ••oa• • • •���r�• •e�• •���• • 4 • • •• •• Y i Y• 6 i i Y•! • •!lriR• ! f • • • ♦ • O 4• P •i�i O• • • • • O • ♦m ! • • f • •6Yif• •• R i R (r p •R!i•• M j.Tbb __ �Truss �T'niss�Type_.----- . .-_ ........ ___TL2#y �Fly ._�E.ATOURDESIGN&QEVE�EPhfiENT INC. i« ( AQ077A11�� I21Ct�6 �T1A FfatGirder I1 - �f( � `--- 1 -- t__---- _._. --- ` � 6 jJota Refere�ce�optional FORT DAL�AS TRUSS GO.l�G-,MIAM1t€I,FL- Ru��8 A20 s Apr 29 2021 Pr(nf-�&-420 s Apr 29 2021 h4iTek Industr�es,Ine Pei Sep 10 09-2167 2021 Page 1 ID RUZpe4lordR_oLbMvCdk2c�zQXYS-QghQdlg2Kqs9djuRgODZWyHQkkAmLcpH6PXgf6yf588 , 2-8-12 5 2 Q5a7�8 9 95�_ 1�I-4-9 _ 18 11-14 = 23-7-2 28 F 7 �_32-�-11-- - 37-5 0 37 -841 1-12_,_ 44&12_ 48_3-12_ -_52-0-8 5�9�0 ' 2&12..._r--2 5 4Q-5=8 4-t-13 4-75 .j...-4 7-5�...-4_7_5 f------4-7 5 ' 4 7 5 ... �4-7 5 Of�8 3 4-4 -' �3-7-Q� �-3 7-0 3-8-12 -&=8 Scale=1:89.3 7x6�= 4x7= 3x6 Ii 5x6= 2x4 II 7x1Q= 2x4 U 4x7= 4x9= 7x4 II 7x12= 2x4 I; 4x92= 3x8 Ii 7x12= 2x4 ;I 4x9= 2x4 fl StV2 No.3- 2 3 4 5 6 7 8 9 9 0 11 12 13 14 15 ��16"�e �N9 FR�.3- 18 7 g � - - Ti _. _ _T1 M 26-, - _ 2 Ala.2�--��;�EiN�` �7 M 26 - - ��� _-i-s- �t T d,� W� � -���*�--�-p�C���. - �` - _ - � s. �iy�p�� - � . ,-�, - �� _ �--�=_=- b-�-, - _ - - ���+-�--e- '��: -�s-�``R' _-. _ __._ � -�- -- - --. _ _.- �._ -- • •�sE�• s��• ����ee 38 37 36 35 34 33 31 30 28 27 26 25 Q4 23 29 2Q� 40 41 46 47 32 48 49 29 50 51 52 ��•e�• 43 �,4 22 • • 3x4 II 2x4 il 5x12= 2x4 il 4x9= �4 � 5x12- 2x4 ;? 4x5= � �4�;! 4x�_ � �4 II i���� 4x9- 2x4 : 7x6- 7� _ 4x5� • ••�• - •�e• • ��_ •�sss • • •���s• •v�• •a��• • e s • �• •s se•• •oaso• s •Y•O Y• i • • • • p • a •• s ••s�a• • • • • • s �• • � 5-2-0 • • • •����• �2__��5T7$ 99_5 14-0-9 1&11 14 23-7-2 28 2 7 , 32-9-11 37-5-D 37�-8 41-1-t2� � �9-8-12 • 4 3-1 52-q!�d • 2-a-�2 � 2-o-a fl=s�e 4-�-�s - 4_�_5 -�-a7-5 a_y�5--+4�7_5--"- a_�s � a=7-s ac�-s �-a r 3-i-�� .+-a 2-7 45-0 F'late Offsets X Y)-_L;Q_2_8,Q-4-0] [4:0-3-$,0-4-12] [9:0-3-0,0_4�81'- i3:0-5-4,0-0-�1,[14:0-4-0 0-0-0] [15:0-3-12,Q-4-8, 2Q:Q_3-$,0-2-OI [25:0-2-8,0_2-12],[34_0_6_Q,d-3-4] - � .. _'_ T"_ _ ___ -_ LQADING (psf} I SPACING- 2-0-0 CSi. I DEFL. in (loc) I/defl !l d- Pt.ATES GRIP TG�L 30.Q ; Piate Grip DOL 1.Qd ' TC 0.47 � Yert(LL) 0.86 30-31 >570 38Q i MT20 F44t190 TCDL 15.0 i Lumber DQC 1.33 BG 0.95 ' Vert(CT) -0.85 30-31 >440 180 , BCLL 0.0 I Rep 5tress Incr NO � WB 0.83 � Fio2(CT) -0.08 13 n!a n/a � BGDI. 16.Q � - Gode FBC2017/TPI2014 __LL Matrix_S _ ; ( Weight:663 Ib FT=0% ------ -_ ---- -- E�UMBER- BRACING- TOP GHC?RD 2x6 SP M 26*Except` TOP GNQRD Structural wood sheathing directly appiied ar 5-4-�oc puriins, except T2:2x6 SP No.2 end verticals. BOT CHORD 2x6 SP No.2 BQT CHQRD Rigid ceiling directly applied or 6-Q-4 oc bracing. WE�S 2x�b SP Na.3 REACTlONS. All k�earings 0-1Q-0 except(�t=lsngth)13=0-8-Q,20=Meehanical, 14=0-&-Q. (Ib)- Max Horz 3=-77(LG 6} Max Elpiift Aii upiift 10Q Ib ae less at joint(s)exeept 3=-5Q7(LG 6),4=-1753(LC 8), 13=-2589(LC 9},20=-906(CC �), �a=-�sz�t�e �7 Max Grav All reactions 250 ib or Iess at joint(s)except 3=929(LC 28),4=2926(LC 1}, 13=4419(�C 1},20=998(LG 1}, 1Q=763(LC 8) FORCES. (Ibj-Max.CampJMax.Ten.-Ail forces 250(ib)ar less except when shown. TOP CHORD 1-2=-3461579,2-3=-3481579,4-5=-3561120&5,5-6=-3561/2085,8-7=-3881l20&5, 7-8=-9�57/5798,8-9=-9957l5798,9-10=-7841I4560, 1Q-1i=-7841/4560, 19-12=-7&411�56Q, 15-16=-2308l2Q21, 1 6-1 7=-2 30812d21,2Q-39=-330(317, 18-39=-305l295 BOT CHORD 25-42=-1334/1566,24-42=-1334t1566,24-43=-133411566,23-4 3=-1 3 3411 566, 23-44=-1487(1679,22-44=-1487/1679,21-22=-14&7(1679,21-45=-1487(1679, 2Q-45=-14�7(1679,34-47=-449917�17,33-A7=-4493/7797,32-33=-4499(7717, 32-48=-4�+9�l7717,31-4&=-4499I7717,31-49=-5698/9786,30-A9=-569815786, 29-30=-5698/9786,29-50=-569819786,28-5Q=-5698/9786,28-51=-1955t3363, 2 7-5 1=-1 95513363,27-52=-1955l3363,26-52=-195St3383 WEBS 1-37=-632f363,2-37=-5421�69,3-37=-711l369,4-34=-2193f3746,5-34=-$0/311, 7-34=-432Q(2519,7-33=0/263,7-3 1--1 35312 329,8-31=-425/351,9-3 1=-1 8513 7 5, 9-30=0(3RQ,9-2 8=-2 02 211 1$2, 10-28=-57 V434, 12-28=-2708/4655, 12-27=-47l363, 12-26=-3531t2052, 13-28=-630l1145, 15-25=-1691/1441, 1 5-24=-1 4612 90, t5-23=-7311789, 16-23=-342t293, 17-23=-5&O(669, 1 7-21=-1 1 0126 1, 17-2Q=-1621/1437, 14-25=-6!&t715 NQTE3- 1)2-p!y truss to be conneeted together with 10d(0.14�"x3")nails as foUows: Top chords connected as foliows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as foilows:2x6-2 rows staggered at Q-9-Q oc. Webs cannect�d as foilows:2x4-t row at Q-3-0 oc. 2)All Ioads are considered equally applied tca aIl piies,except if noted as front(F)or back(B)face in the�QAD CASE{S)sectian. Ply to ply connections have baen provided to distribute oniy loads noted as(F)or(B},unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Qpsf;BCDL=S.Opsf;h=15ft;Cat II;Exp G;Encl., GCpi=Q.18;MWFRS(�nveiope}gable end zone;cantilever left expased;end vertical Ieft exposed;parch right exposed;Lumber DOl=1.33 plate grip DOL=1.33 4)Provide adequate drainage to prevent water panding. 5)Plates check�d for a plus or minus 0 degree rotatian about its center. 6}This truss has been designed for a 9 d.0 psf bottom chord live load npnconcurrent with any pther live loads. d���g��ir�t�}�for truss to truss connections. i1`russ�ype—_ . 1Qty ';�arouR QEs��u a aEVE�Epr�Erii ir�c. a 7 russ , -- __--_--- -- - -� - - - - --- � , FORi'DA�LAS TRUSS CQ.�LG.,MiAMi F� -- Run:&.A20 s Apr 29� AOQ77411 � � �21Q26 � �T1A IFIatGirder �1 � � j '-- — --�-- -- _._ a_..__ _—._. � ! �±.1ob_R�ference� ti�onal� -- � 2021 Rnnt 8 420�s Apr 29 2021 MiTek Industnes,Inc Fn Sep 10 Q921:57 2021�Page 2 I D:R UZDe4Iord R_aLlaMvCdk2ozQXYS-Qg hQQ 1 g2Kqs 1 dj u Rg0 DZWyN QkkAm t�cpH6 PXgf6}fi588 PIl3TES- �)Provide mechanical connection(by others}of truss to bearing plate capable of withstanding 5Q7 ib upiift at joint 3, 1753 Ib uplift at jaint 4,2589 ib uplift at joint 13,906!t� uplift at joint 20 and 1321 ib uplift at joint 14. 9)This truss has been designed for a moving cancentrated laad of 20�.OIb dead located at aii mid panels and at ali panel points alang the Bottom Ghard,nanconcurrent with eny other(ive Eoada 1 d}Girder carries fie-in span(s):3-0-0 from 0-0-0 to 52-Q-8 11)This truss has Earge upiift reaction(s}from gravity Ioad case(s).Prop�r connection is required to secure gruss against upwaed movem�nt at tha k�earings.Building design�r must provide for upiift reactions indicated. T2)Gap between inside of top chord bearing and first diaganal or vertical web shail not exceed 0.500in. LOAR CASE(S) Standard 1)Dead+Roof Live{balanced):E�umber Increase=1.33,PIa4e Increase=1.OQ Uniform�oads(pif} •••+ Vert: 1-19=-9Q 36-3�=-43(F=-23},20-25=-43(F=-23),26-35--43(F=-23} " • • • .s•• •••••s • • • r •• • • oa • • • • • s000�• •.�• •�.eo. • •«:saA • • • •�s��• ee�• • • s • • • ••roo• •��s • •�ss• • • •��4i• !!i• l�F1�f • • • • C♦ ii fii• •Oii1Ri • •ss+•e • • • • • w • e •• • ••s•s• • • • s • • •• e • s • • ♦s�:�• e• • • • • s •ss�s• • �ab ---_.._-- --_.......___ ��uss �'�°rusa�`Type �fy ,Ply .__-_�t�ATOUR DESIGN&DEVELEFMENT INC _.__. _._------. ..._--.....-- , 1 � I, I i AOP77412� .2�1 D26 � • i T2 Fiat '9 ! � � ` � -- - - - �-- ---__ . - �_ -- -_- _ -..-- -- -- I I. IJob Referenee�option� I --- - - - � FQftT 6A�LA8 TRUSS GQ LLC.,PAIAMI,�t_ Run�&420 s Apr 29 2Q21 Rnnt:S 420 s RFr 29 2021 MiTek 3ndastnas,Inc. Fn Sep 10�09�22 01 2021 Paga 1 ID:RUZDe4lordR aLbMvGdk2azQXYS-GRwxrP�ZQ2MT5�CDvsIVhoSD LfYHPIt11Vuotyf584 ' 2&-72�1 2-5-A 0�5t-8 __. .A 913-..._-+._-__..5 4 11-__--Y.. 5-4-11 . _'....._- 5.4,t'1___ ._.__-_-32-15 ..___I_ .37-811. ....37$ti1-&41 1&_ �_ A4�J-0 45�1 8 48 4-12 } 52-�8 5 9rQ - - - 1 6-15 15-115 21-4-6 2&8-t _-_ _.__ _ - t ' S-4-li 9-4-91 Q>5-& 3-2-0--. - 3-7-5 �A 8 33-4 - . .3-7-12 -8-8 Scale=1:89.6 7x6== 2x4 1i 4x7= 7x6= 4x7= 7x8= 5x8= 3x6 i I 7x10= 4x7=� 4xt2= 2x4 ;1 7x8= 5x1�= 2x4 I! 7x10= 2x4 I I 7xfi= ����2x4 II 4x5= tfV2 No.3- 2 3 4 qg 5 g 7 W5 No.3 &W5 No�- tQ 11 41 W4��NcE2� � 78S t�.3l4 W�A�c� - 16��v�����Ss���� 21 W1 - `� _ - �- U1C5 t�7a�3-��M-2fi_ � T2 N�.2-.�"�Sz >; xna x�`k ,-.�S' --a�- - _ - a _ - � - '_-� �'�` '�` �-�- '---��_� ��'�V1" :3� �����-_ r�S��3- _�-� "-� � ������`°}�, --- - �- - - �-- -- --- - -_ - +a-►�--- '- - �+•e • 39 &5 38 4�37 36 49 35 � � �� �t 3� 52 ��30 �3 29 � 28 27 �e s�e�� 25 24 � 23 ��• 22 + •eww+e• 3x4 N 2x4 �s, 6xt6= �4 I I 4x9= 2x4 ii 5x18= 2x4 I I •4K�c 2x4 =.4 •4x9= •4x8= • • • •o•oo• 4x9= 2x4 I I 5x8 M18SHS= 5x8 hh98SNS= 2x4 i I s e�• 2�e4 I� •o o e• • • •s••o• ••ea soo'• • a s • •• •• soes eo•se• • •s�s�• r • a e • • • • ss • •t�a�• • • • • • e •e • • �'�'0 37-1 S-8 • • 4 •t s!•• � 2-$-12 4-9-0 �57& 10-6-11 � 15-11-5 21-4-0 26-&-11 : 82-t-5 37-6-Q 3771��� -041-1-&•• 44-9-0 4��48-4-15 � 52-q_a" . • �_��_�_-�---._ , _. _.. •__ _-_- - 2-8-12 2-0.A '0$-8 R-11-3 5-A-11 ' S-4-11 � 5-d-it ' 5-4-t1 �5-A-11 0150 3-2D ` 3-7-8 4 -�s�- -3-T-1F� p-5-0 p_p.g • Piate Offsets(X,Y)- [3:0-2-8,0-4-0],(4:0-3-8,0-4-8�,[9:Q-3-O,Edge],[1Q:0-5-4,Q-2-8],[13:Q-3-8,0-5-4],[14:0-2-&,0-41-12j,[17.0-2-8,0-4-0�,[18:Q-2-8,0-4-0],[29:Q-7-4,0-2-8], 34:0-2-14,0-2-8 ----=_=r- -- --�-.. - - _---I,= _- -.-__ -- -.- I�OADENG (Psf} � SPACIt�G- 2-Ct-0 GS[. � E?�FL, in (loc) Ilde�l Lld j P�ATES GRIP TGLL 3Q.0 j Piate Grip DQL 1.Q0 � TC �.84 � Vert(LL) 4.89 32 >499 360 MT20 244/190 TGDL 15.0 Lumber DOL 1.33 BC 0.45 � Vert(CT} -1.15 32 >324 180 i (v918SNS 244119Q BCL� 4.0 Rep Stress Incr YES � WB Q.93 ; Norz(GT} -0.12 22 nFa nfa � BGDL 10.0 Code FBG2017/TPI2014 � Matrix-S i Weight:385 Ib FT=Q°fa -- ___.,- -----_�-_------�- - - -- ----�------- - LUMBER- BRAGING- TOP CHORD 2x6 SP M 26°Exeept' TC3P GHORD Struc#ural wood sheathing diractly appii�d or 2-2-0 oc puriins, except T2:2x6 SP No.2 end verticais. BOT CHORD 2x6 SP M 26`Except" BOT GHORD f2igid ceiling directiy applied or 4-10-7 oc bracing. B9,B5,�6:2x8 SP No.2 WEBS 1 Raw at midpt 7-35, 10-28 WEBS 2x4 SP Na.3'Excep4� W4:2x4 SP No2 OTNERS 2x6 SP M 26 LBR SCAB 11-15 2x6 SP M 26 both sides REACTtONS. AII bearings 0-90-4 excep4(it=length)22=�echanical, 17=Q-8-Q, 18=Q-$-d. (Ib)- Max Horc 3=-79(LG�} Max Uplift Aii upiift 10Q Ib or less at jaint(s}excep4 22=-439(LG 7),3=-820(�C 6), 4=-1254(LG 10), 13=-3069(LG 6}, 14=-2899(LC 1}, 17=-�74(�G 10), 18=-424(LC H) Max Grav AII reactions 250 Ib or less at joint(s)except 22=Q36(LC 1),3=1 Q98(�C 29), 4=2027(LC 1), 13=5164(l.0 1},14=1760(LC 6},17=443(LC 1}, 1�=413(LC 1} FOF2C�S. (Ib)-Max Gomp./ft�ax.Ten.-Ail forces 250(ib)or less except when shown. TC}P CNORQ 1-2=-344f54Q,2-3=-344/�a4Q,4-5=-366Q/2161,5-6=-366Ql2161,8-7=-366Q(2161, 7-�=-7702(4536,8-9=-7702l4536,9-1 0=-770214 536, 10-11=-243111424, 1 1-4 1=-24 3111 424, 12-41=-24$1t1424, 12-13=-2431I14�4, 14-4�=-4331246, 15-�2=-4331246, 15-16=-433t246, 16-17=-433(246, 18-44=-361(474, 19-44=-361/474, 19-20=-3611474,22-40=-398f4d0, 20-40=-390t388 BOT CHC}RD 35-50=-4064l6893,34-50=-4064f6893,33-34=-406Q/6$93,33-51=-4064/6&93, 32-51=-4Q6416893,32_52=_3732l6346,31-52=-9732(6346,3Q-31=-3732l6346, 30-53=-3732t6346,29-53=-373276348 WEBS 1-38=-582l442,2-38=-76018Q3,3-38=-669l537,4-35=-2244l3801,7-35=-333111971, T-33=01257,7-32=-4921834,8-32=-4171365, 1 0-32=-82911 397, 10-29=-403412379, 12-29=-175/503, 73-29=-t47912524, 14-2&=-269J474, 18-26=-335/272, 17-26=-2&81472, 18-23=-5161393,20-23=-4 0513 1 7 NOTES- 1}Attached 12-0-Q scab 11 to 15,bath face(s}2x6 SP M 26 with 2 row(s)of 1�d(0.14&"x3°)nails spaced 9'°o.c.except:starting at 7-1-12 from end at joint 11,naii 2 row(s)at 4"o.a Por 4-10-�3. 2)Wind:ASCE 7-1Q;Vult=175mph(3-second g�st)Vasd=136mph;HVHZ;TC�L=S.Opsf;BCDl=5.Qpsf;h=15ft;Caf.II; Exp C;Encl., GCpi=0.18;NiWFRS(envelope)gabie end zane and GC Exterior(2)0-1-12 to 5-4-3,Interior(1}5-4-3 to 47-6-9, E�cterior(2}47-8-9 to 52-9-0 zone;c�ntilever left expased;end verticai ieft exposed;porch eight exposed;GC for members and forces&MWFRS far reactions shown;�umber DOL=1.33 piate grip DOL=1.33 3}Provide adequate drainag�to prevent water ponding. 4}All piafes are MT20 plates unless otherwise indicated. 5}Plates checked for a plus ar minus 0 degree rotatian about its center. {§��t�}j��g�t���en designed for a 10.(7 psi bottom chord live ipad nonconcurrent with any other live ioads. �Zob j'Pruss �'1`russ�Type_. _.........-----.._ --_.__. ,�ty (p�y-----i LATQUR DESIGN&DEVE�EPMENT,€NG ' 21D2E -- (T2 — --- (Flat _----- '�p � 1 ]Job Refie�renca jo�tianal� p AP077g 12 �F�p��R��DAILAS TRUSS C� L�C.,M[AMI,FL Ruip RUZDe41ordR6 o�LbMvCdk2ozQXYS-GRwx PjZp2MT5LCDvsIVhoSO LfYNPlt1 QVuotyf584 7}f2efer ta gieder(s)for truss to truss conneetions. 8}Provide mechanicai connectian(by others}of truss to bearing piate capabie af withstanding 439 ib uplift at joint 22,62p ib uplift at joint 3, 1254 Ib uplift at jaint 4,3069 ib uplift at joint 13,2999 Ib uplift at joint 14,274 lb uplift at jaint 17 and 424 Ib uplift at joint 18. 9}This truss has been designed foe a moving cancentrated load of 200.OIb dead lacated at ail mid paneis and at aIi panei points along fhe Bottom Chord,nonconcurrent with any ather Iive loads. 10}This truss has large uplift reaction(s}from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide tar up�ift reaetions indicated. 11}Gap between inside of tap chord kaearing�nd first diagonal or vertical web shaii not exceed Q.50Qin. L4.AD C4S�(5} Standard •••• • e • • •�e• •aooss • • • « •• � • •• • + • r • •.sof• eoo• .w••�. • •���i• f � � •O 1 i i• •Y i! • • • � t • ••p0�►• •i O• • •O Y O• ! Y •lYY�• i0if •Y•f• • • • • •t •i f•i i •i i i i R i 4 B!#8! • p i i • • f i f• • •i i q M• 8 ! • • a • •e • • • • e •�s�as •• • � • • • •ass�• t J06 � iT'PUSS -- - i'firus8'Cyp� _._. _-�(�ty �Iy JLATOUR DESIGN&D�VE�EPMENT,{NC- �i '�FQftT DALLAS TRUSS CQ.CLC�MIAMI,FL ��� Run_SA208s A r 29� 1 � AQ(}77413 I I i- _ L-- - -,-- - - - - 1 Job Refi�rence�o�6onal� --- -- -- ' ID:RUZDe4IordR�oLbMvGdk2azQXYSg9CAShmm3RHsuaSV 8hNRrec1h�fDCETxfT5xea68Q a0.7-a - Y _ 1��Y Yf Q-8& 3-fi 13�___6 703__.__+_9 8 0 1p 4 8 ____i5-4=8 , 20-7-& 25 10-8 37 1& 3H-9-& 373-Q 4Q-2-8�___44 Q-8 4��0 47-6$_�_55-4-6___5-0$ ._ ... __ _� _ __-1._ _. ._. _ ____ ___ _ Q�-B� 3 6-9 3 ` 3 3-5 2 9 13 0 5�8 4-9-8 fi..._. 63-0 � 53 Q ' 5-3-6 ' S-�-O 075-8 2 11-8 3 1 Q-6 C�4-8 31-8 - 3-8-8- -� -8-� 0-5-8 Scale=1:&6.8 Tx10= ��7- 7x6=- 7x6=_= 4x5-- 2x4 I 4x5= 7x6= Ax7=2x4 Ii 4x5= 5x6= 4x9= 2x4 �, 7x10= 7x6= 7x6= ��!�x4 (i 4x5= 1 2N3 No.3- VT�4 No 3-qa4 5 6 7 8 9 W7 Na.3-�p 11 12 W8 14�b 2- ttv�No�31b1N1f�Nq -17 Vq1�1�.��"VJ12 No�! •�1� 22 r .-_ .__�-�Q,.�-��-,s--��_...�„. -_�-����9-a--__����_-��,�A.�-a- . -- �� P.` - *, � e�����--- ..__ __i _' ����a��� ���=�_�c��� ��-=� _� �-��� � !� Z - , � f -- _...__ _ ... ---.... _- - _-� --��-�--�- �-- ......_� �_-r-r+ts-E�- � +- - • • 39 � 38 45 37 4� 36 35 �� 34 �Q �3 32 51 31 52 30 �� 29 28 ��2P��� 26 25 4� 24 �$• 23 + �e•w��e 7x6= 4xS= 4x5- �4 �! 4x12= 4x9= �4 I� 4x12=_ ?�4 1' 4a��k 2x4 I�e �tx9= •4x5= • 2x41 5x8M1&SHS- 2x4 'i •�es�� 7ac�4�'I e+� •���• � . sssoa• •eo• •s�s• • • • ♦ •• s• •��• •����• • •����• • • • • • • 70.7-0 • f �• • t����f • • s 10.7-$ 37'J'0 • s 44-.�`yp •• • • 3-Gi3�__ 8-10_3 i 9-8-0 8_-�� 15-4-& 2Q-7-8 25-10.8 , 31-1-8 ; 36-4-Q 3-�{ 40-2-8 � •4MD-8����4���Ar�-�3 47-&-$ 51_4-Q1 t P!s• �� 3�-13 ' 3-�3-5 ' 2-4-13Q-�� �4-3-8-'� .. 5-30 � 5-3-p � ra3-Q.-.....�.. 5-2-8 R Si�t-8 i-• 3-1Q-0 074�81 3-1-8 0 � 3-9-8i� • Q'S'� 6-5-8 0-0-!!m e��• 0-5-8 s Plate Offsets��-_j5_0-2-8,0-4-Q1, 6:0-3-8,Q-4-72 14:Q-3-8y0-4-12,[15:0-2-&,Q-4-Q, 17:0-3-4,Ed_ge],j18:Q-2-8_Q-4-0] [19:0-2-8 Q-4-pI [3Q:0-3-12,0_2-OL 39:Q-3-0,0-4-_Q]__ �OADING(pst� �i SPAClNCr 2-0-0 � CSL � DEFL, in (loc} Ildefl Lld � RI.ATES GRIP TCLL 3Q.Q � Plate Grip DQ� 9.00 TG Q.80 Vert(LL) 0.55 31-33 >560 36Q ' MT20 244119Q TCDL 15.Q i lumber pC?L 1.33 ' BC 0.37 Vert(CT) -Q.71 31-33 �430 180 � t�A185MS 2441190 BC�� O.Q Rep Str�ss Incr YES ( WB 0.93 Horz(CT) -0.9 Q 23 nta n/a BCD� TQ.Q i Gade FBG2017ffPI2014 Matrix-S � � Weight:326 Ib FT=Q°lo -- - ----., -- -- ---- --------.. __... � LUMBER- BRAGING- TOP CHQRD 2x6 SP No.2 TC}P CHQRD Structurai wood sheathing directly applied ar 2-1Q-4 oc purtins, BOT CHOR� 2x6 SP No.2"Except` except end verticals. B3,B2:2x6 SP(�26 BOT GHOFtQ Rigid ceiling diractly applied or 5-5-2 ac bracing. WEE�S 2x4 SP Na.3*Excapt' WEBS 1 Row at midpt 9-34, 11-30 W6,W8:2x4 SP No.2 REACTIQNS. AII bearings Q-1Q-Q except(jt=length}39=Mechanical,23=Mechanical, 18=4-8-d, 19=0_g_p, Qb}- Max Uplift A(I upiift 100 Ib or less at joint(s)except 39=-594(LG 6},23=-442(�C 7},5=-220(LC 1},6=-1345(LG 10), 14=-1381(LC 7)„18=-458(LG 1), 18--265(LC 1Q), 19=-4Q7(LC 8) P�ax Grav Rii reactions 25Q Ib or lass atjoint(s�5 exc�pt 39=602(LC 1),23=439(LC 1),6=2232(LC 1), 14=2279(LC 1), 15=2&1(�C 10},18=416(LG 1},19=403(�G 1) F�RCES. (ib)-Pflax.Comp./Max.Ten.-All forces 250(ib)or Iess except when shown. TOP CHORD 39-4Q=-55&1581,2-40=-646l564,2-3=-765(935,3-42=-765(935,4-42=-765l935, 4-5=-723l820.6-7=-314�it1835,7-8=-3 1 4411 8 35,8-9=-314411835,9-1Q--5472132Q9, 1Q-11=-5472l3209, 9 1-1 2=-335811 954, 12-13=-3358/1964, 19-14=-335811954, 15-16=-378/215, 16-17=-37�(215, 17-1�=-378/�15, 19-43=-374/4�8,20-43=-3741488, 20-21=-374(488,23-41=-39$l396,21-41=-39Qf383 BOT CHQRD 38-45=-&2Q1723,37-45=-82dt72"a,34-5d=-320915472,33-50=-320915472, 32-33=-3297l5&22,32-51=-3297/5622,31-51=-3297(5622,31-52=-3297(5622, 30-52--3297f5622 WEBS 2-38=-8621706,3-3&=-256(235,4-37=-3Q6/250,5-37=-59718Q9,6-34=-991Q(3273, 9-34=-2402l1418, 11-33=-347(179, 11-31=0/28Q, 11-30=-2337H385, 14-30=-2022l3474, 14-29=0(255, 15-27=-238(Q19, 17-27=-2&7/246, 18-27=-232l408, 19-24=-5351416, 21-24=-409/322 PdOTES- 1)Wind:ASCE 7-1Q;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=S.Opsf;BCQL=5.ppsf;h=15ft;Cat.II;Exp C;Encl., GCpi=0.1�;MWFRS(envelope)gable end zone and G-C E�cteriar(2}-4-5-�fp 4-5-2,Enterior(1)4-5-2 fa 46-10-14,E�eteriar(2}46-10-14 ta 52-0-�zone;porch left and right expased;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DQL=1.33 2}Provide adequate drainage ta prevent water ponding. 3)Ail piates are MT2p plates uniess otherwise indicated. 4}Plates checked far a plus or minus 0 degree rotation about its center. 5)This truss has been designed far a 10_0 psf bottom chorci five Ioad nonconeurrent wifh any�athar live loads. 6)Refer to girder(s)foe truss fo truss connections. 7}Provide mechanical cannection(by others)of truss to bearing plate capable of withstanding 594 ib uplift at jaint 39,442!b uplift at joint 23,22t�Ib upiift at jaint 5„1345 ib uplift at jaint 6, 1381 ib uplift af joint 14,458 Eb uplift at joint 15,265 Ib upiift at joinf 1&and 4Q7 ib uplift atjoint 19. 8}This truss has been designed for a moving concentrated load of 2QQ.Oib dead lacated at all mid paneis�nd at ail panel points along the Bottom Chord,nancancurrent with any other live loads. ��}��t����@s�de of top chord bearing and f�rst diagonal or vertical web shali not exceed 0.500in. ,Job -----��--� -�------- -�P1`russ �'fii`iass�'1'ype ...___..-.------- ---__..._. .�_._.........'� .��iy _.._�LATQUR DESIGN&DEVELEPMENT INC. A40774�3i ( i21D2CF. � T3 �FLAT Ig I � I + � ;Job Refarence�op6onai)_ � - — — ---- �. __. �.__ --.__._ - --....__ --- -- - FORT pAL�AS TRUBS C6 LLC,MIAMI FL � Run.8.42Q s Apr 29 202}Pnnf=B 420 s Rpr 29 2621 M(Tek€ndust�ies Ino Fn Sa�'=0 0922 05 2421 Page 2� I D:R UZDe4lordi2_oLbMvCdk2ozQXYS-9GAShmm3FtHsuayV_8hN Rrecjhy9 fDCETactTSxeyf58Q IQAD CASE(S} Standard s��• • • • e •a�• e�+�s�• + s • p •• • • ss • • e E ♦ +a+•s• •ss• •eese• s *+eoa• • • • e���s• a+�A • e e • • s •s���t s�s• • •���s • • essoa• •so• s•ss• • • • t •• e• reef• ssoo•• • •�s�s• s ♦ f � • p • • •• ! •Y i!i t i • ! • • • •• • ! ! • • i!&i!• •• i • • f ! •i i!i• • �Job -__ 1'russ !�`russ�Yp� it�ty_iPiy---Ti ATouR a�S��r��QEUE�EPnn�NT i�e _._. _---------_� . � � � ; � � AQ077414i �2iD26 iT4 PIAT ,5 1 1 ( i `_I FORT OALLAS TRUSS�CQ LLC.,MIRMi,Fl. � Ip RUZD��� I �pb Reference o tionai � - -- - - - - ----- __ _ _--- :._--� -� -------�p---�----- -- - -- --.1 0 s Apr 29 2021 Pnnt�&420 s Apr 2'3 ZQ21 MiTek IndusVies,Ine Fn Sep 10 Q9 22�09 2Q21 Page'f e4lordR_o�bMvCdk2ozQXYS-1 zPzX8paVWMK3ZpINXR NQUnPraHZ9aT2sGRJ3Qyf57y 90-T-Q 34-17-6 p_8�$. _._ &2 8 9-&-Q.._....4�'-��'�.. ..__t8_2_II-_-_L._ _ -z�-�_8 _-__{.__ 28_4-& ..._._.�_ .34 6 6_.._. 3'��_- .A0-7-�_ _._ 45-7_15 .._._a.._._._..._51-4-0 5-0r& �&8 5-2-9 _...__- .....__.-45-6 Os5-8' S-7-8 ' 8-1-0 6-1-d - 5-7-8 61�8' 5-2-9 __ _{-__.._.5�5 ' S 8-1_._..-.. �&-B 05-8 0.5-& Scale=9:87.1 6x10= 6x10= 2x4 I; 5x6= 2x4 1� 7x6= 4x7= Zx4 li 4x1F= 4x7= 2x4 ;i Bx10= 4x7= 5x16 4x5 i! 1 2 W2 No.3- 3N��Io.3- d 5 7 W��0 3- 8 1Q 11 12 W7?�o.3- •�s t5 96 6 9 13 33 W7 Na.3 17 � -- -- T1 A1�,2� ---v ��� -- -- - �a-Na<2 - -- S3 Na 2! - _.._._ °r VV4 -- f _ --- - - �`�F tdm3- -�_. � � �,�--� - ����+' " , = - .:s _ � - J-�` . -- - - -= - _ - - -� -- - - �i ' � --, _�'- -:_ � . . �_ - --� -��_. °�}-� -�-s��-s----��-�-� °• e�eow• • s• •�. •o• 31 30 29 28 �7 25 2A 23 22 21 • t� 1� 34 35 39 40 26 41 42 36 �p���� 37 26 � 38 � 3x6 I! 4x9= 2x4 li 8x12= �y4 i i Bx12= 2x4 r! 4x��e� e2x4 I?• ��*t i ?�c4 'i 7�fi_ 2x4 i i s� • 4�..�r��• •�!�i !!ii• ♦ ! ♦!R•R• !Y A 4 R t i@ f • i p p R• i• NY¢♦ •M49?! • ft0!•• • ♦ i • • ! a • •• e ••ssas 10-7-0 • • • 10-1-8 34-77-0 � s a •s s a �-- 5-z�a ...._..,-..4-5-g . ��� 76-2-8 22-3-8 28-�t-8 : 34-0-0 3��_ 40-i-9 s • '4'5-7-15 57-4-0 !��•!P -2-6 9-$-0 _9-$-6 _.. , �_7_8 �--���_g ---��-��- �6_t-Q��- .-�--5-7-8 6t5:8' 5-2-9 -�"� s�5 ���-��5-8-1 • • s 05A 0.5-8 !�e t!f 0-58 • Plate Offsets(X,Y}- (4:0-2-8,0-4-0],[5:0-3-8,0-4-8),[11:0-3-$,Q-4-4�,[12:Q-3-8,Q-4-O),[15:0-3-12,6-2-8],[96:0-2-8,0-0-8],[18:0-3-0,0-4-4],[21:0-5-4,0-2-Q],[24:0-4-0,0-3-12], -------�26;0-2-8,0-�-01, 27:0-A-�,0-3-12L131_0-4-Q,0-1_8_]__..------ -------- ---- (P�fl � --..._. �---- �-.._.__. _._ - �-._._..-- - - LOAQING � 3PAGING- 2-0-0 � GSL � QEFL. in Qoc) i(def! �ld I, PLATEB GRIP TG�L 36.0 � Plate Grip DOl 1.00 � TG 0.72 � Vert(�L} 0.49 25 >669 360 � MT2Q 244l190 TCO� 15.0 ( lumber DQL 1.33 ; BC 0.8& I Vert(CY) -0.63 25 >437 98Q � BGLL O.Q � Rap Stress iner YES i WB 0.92 i Horz{CT) -OA� 11 nta nla BCDL 10.0 ; Code F�C2017/TPf2014 �atrix-S � ( Weight:324 ib FT=0°!0 i ----- --L-- - -----.._-------- -�- -- -----------.i...- ------------ LUMBER- BRACENG- TQP CH4RC} 2x6 SP Na.2 TC1P CNORD Struetural wQod sheathing directly applied or 3-1-12 oc purlins, BQT GHQRD 2x6 SP Na.2 excep4 end verficals. WEBS 2x4 SP Plo.3*Except" BOT CHQRD Rigid ceiling directty applied or 4-2-3 oc bracing. W4:2x4 SP PVo.2 WEBS 1 Raw at midpt 5-27,8-27,&-24, 19-24, 12-21, 15-1� REACTIONS. AII bearings 0-1Q-0 exeept Qf=length)31=Mechanical, 18=Nlechanical. (Ib}- tv9ax Upiift Aii uplift 10Q Ib or less atjoint(s)exeepf 31�-57Q(lG 6}, 1&=-914(�C 7},4=-239(�G 9),5=-1169(lC 11), 11=-999(LG 11}, 12=-833(tG 6) Max Grav All r�aetians 25Q Ib ar i�ss atjaint{s)4 excapt 31=5�3(�C 1),18=94Q(�C 9},5=1932(!C 1), ��=�sss��c��, �z=s2���C�} FORCES. (ib)-�ax CompJP�ax.Ten.-AII forces 250(!6)or fess exc�pt when shown. TOP GHOf2Q 2-3 1--5 1 115 1 3,2-32=-$6211047,3-32=-�8211047,3-4=-862(1d47,5-6=-327311905, 6-7=-3273119Q5,7-8=-3 27 311 9 0&,�-9=-3286t1917,9-10--32�611917, 10-11=-3288(1917, 12-13=-2074f2449, 13-14=-207ql2449, 14-15=-247412A49, 16-1$=-34Qt314 BC�T CHORD 21-37=-2732f2283,2Q-37=-2732(2283, 9 9-2 0=-27 321228 3, 19-38=-273212283, 1$-3$=-2732l2263,27-4Q=-2�23/�i�17,26-40=-2823l4817,25-26=-2823(4$17, 25-41=-2823t4817,24-41=-2823l4�97 WE�S 2-30=-933l773,3-3Q=-4Q6(361,4-30=-1096l902,5-27=-1961I3370,7-27=-329F327, �a27=-15$1(940,&-25=0t277,8-24=-1568/93i, 10-24=-3361333, 11-24=-1974/3383, 12-21=-2533l2146, 1 5-1 9=-3 1 61272, 15-18=-21q912562, T4-21=-39Q(348, 15-21=-324/291, 11-23=Ot252 Pifl'f'ES- 1)Wind:ASCE 7-10;Vuit=175mph(3-s�cond gust)Vasd=136mph;HVHZ;TCR�=5.Qpsf;�GD�=5.Qpsf;h=15ft;Cat. II;Exp G;Enci., GCpi=Q.18;MWFRS(envelope}gabie end zone and C-G Exterior{2)-0-8-8 to 4-5-2,Interioe(1)4-5-2 ta 46-10-14,E�cterior(2)46-10-14 to 52-0-�zane;porch ieft and right expased;C-G for members and forces&MWFRS for reactiqns shown;Lumber!}0�=1.33 plate grip DQL=1.33 2)Provid�adequate drainage to prevent water ponding. 3}Plates checked for a plus ar minus 0 degree rotatian about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liv�laads. 5)Refer to girder(s)for truss to truss cannectians. 6)Pravide mechanical eannection(by others)of truss to bearing piaYe capabie of withstanding 570 ib upiift at joint 31,914 Ib uplift at joint 18,239 ib uplift at joint 4, 11&9 ip upfift at jaint 5,999 Ib uplift at joint 11 and 833 Ib uplift at jaint 12. 7)This truss has been designed far a moving concentrated Ioad of 200Alb dead located at ail mid panels and at all panel points aiong the Bottom Chord,nonconcurrent with any other live loads. 8)Gap between inside of top chord bearing and first diag€anal or vertica{web shall not exceed 0.500in. lOA[3�ASE(8) Standard �Job �1`russ - �'I`russ'Cype -�-- �G�ty '�Iy �LATOUR pESIGN&DEVELEPMENT INC. 21D28• T5 FLAT 13 � � ` A6Q7741� � L ; �Jab Reference�op4ianal� _ _ _........ - ---- - - - FQRT DALLRS TRGSS GO.LCC..MIAMI,FL Run 8 420 e Apr 29 2021 Pr�nt�8 G2Q s Apr 29 2021 MiTok i«dustrias,fnc Fn Sep 16 08.22�.12 2021 Pag� EQ:RUZDe4lordR_oLbMvGdk2ozQXYS-RY559AsSoRkvw1 YK2f?4d6PuanIYMN iVYEgzgkyf57v �a7-o sa-��-o Q S&__ 5 2-8 9-8 6 10�-1-� 16-2$ _ , 22-3-8 , 28-4-8 � 94 0-0 3�-�-_ __46-7-9 45 7 95 51-4-6.___5=0.& . __--�- - �__ 7� __._ -_ __.�. . _.- __ ___ _. ___ . ____ - . 0-8-8 - 5 2-& 45-8 0-5!&' . 6-7_8 .__-_' 6-1-0 , 6-f-0 -� 5 7-8 0-5-8 5 2-�J ..{_____ 5-&-5 ' 5-8-7 &-B 0-5-& p_�_g Scale=1:87.1 6x1Q= 6x10= 2Y4 I; 5x6= 2x4 ii 7x6= 7x6= 2x4 i1 4x12= 7x6 W6- 2x4 1( 6x1Q= 4x7- 5x16= 4x5 ;; W5 No.3- 1 2 W2No3- ��103 4 5 g 7 8 g 10 11 12 �g W7t�9o3- •��1� 33VNNo.3�6 17 - �1 M 2�^ �-c� �- -�2Na�2� - �1 RA 26�V1�4d��� _ t�.2�-a �U�r r�k� - -' '- - -- o� �-�._ =�- .,� ,� - . � �'� �- _ "�- � --vd �• � � ' l ,� � ""_ -. _ _ _ � �~=--_ __________�`'� -- �--"�-- . �--� ` ''---_ _ �-�-� ���-= * a . � � 31 30 29 28 27 25 24 23 22 •'�q*•*� ficf+�• e,�s�• 34 35 39 40 26 41 42 36 + 37 20 38 3x6 L Ax9�- 2x4 ii 6x12= 6x12= 2.c4 '1 4�1���s • g♦� = e 2x4 i i 2ac4 i� ii�t�:s�a aw�s • s • • 2x4 'I 7x6= 2x4 i • a 4�i�►s e s fili • •rMes O • Y9iNt� !•€� 1p4Qi • ! � � !• !A !t!f !�Rl6! t •!leYM � s $ ! } � 70-7-Q ♦ • R• • Y�d1e{• 10-1-9 34tt-0 s s • • w • sm : s h_ 5 2 8 _,__,_� 9&Q 9 �p�j i6 Y-8 __ 22-3-5 28-4-8 39-0.0 3p��g 40-t-8 �a� -7-15 57-4-0 ���• 5-2-8 4�§-8~ 4-�-$ 5-7-8 6-1-0 6-1-Q , 5���$-0�---5-z�9 • �-6-5 �--��5-&� f�' s Q'S'� 0-5-8 •i O!Y s 0-5-8 � Plate Offsets(X,Y)-- [4:0-2-�,0-4-0],[5:0-3-8,Q-4-8],[6:0-3-O,Edge',I9:0-3-O,Edge],[11:0-3-8,Q-4-4j,[12:0-3-8,0-4-Oj,(15:0-3-12,0-2-8J,I18:0-2-8,0-0-8),[18:Q-3-Q,0-4-4I, --- -__-L21:0-5-0 0-2-dL[24:0-6-0 0-3-12L[26:Q-2-8 O-Q-�, 27:0-6-0,0-3-12] L1_0-4-4,0-1-8L--_ --------- _._._. -- LORDING(psf} �-_ BPAGING- 2-0-0--- CSL DEFL. in (loe) I(defl �/d -�--RI..ATES GRIP -- TC�� 30.Q Plate Grip DOL 1.00 i TC 0.$$ Vert(�L) 0.69 25 >403 360 (v1T20 244l19Q TCDl� 15.0 Lumber DOL 1.33 BG 0.87 Vert(CT) -0.59 25 >468 T80 BCLL q.Q � Rep Stress incr YES WB 0.91 � No2(CT} 0.08 19 Na nla _ f�flatrix-S ; � Weight:325 Ib FT=0°{0 BCDL 10-0--- Cade FBC2Q17fTP12014 i�----- ' - ---- _ 1.....__....--- ----- �UMBER- BRACING TOP CNC?RD 2x6 SP M 26`Except' TC}P CHC}RQ Structural waod aheathing directiy applied or 3-6-13 oc purlins, T3,T2:2�SP No.2 except end vertieals. BOT GHOFtD 2x6 SP No.2 BOT CHORD Rigid celing directly appli�d ar 2-8-10�c bracing. WE6S 2x4 SR No.3"�xcept` WEBS 1 Row at midpt 5-27,8-27,8-24, 11-24, 92-21, 15-18 W4:2x4 SP No.2 4THERS 2x4 SP No.3 REACTION5. Aii bearings 0-10-0 exeept Qt=Ie�gth)31=Meehanicai, 18=Mechanical. {Ib)- Max Uplift Aii upfift 140 Ib ar leas at jQint(s)except 31=-572(LC 6), 18=-910(LC 7),4=-183(LC 20},5=-1985(EC 7}, 11=-1659(�C 7}, 12--525(LC 6) (t�ax Grav Ali reaCtions 25Q Iks or leas�tjaint(s�4 excepf 31=581(EC 1}, 18=935(LC 1),5=207Q(LG 1), �1-1741(tC 1), 12=554(LG 1) FORCES. (ib�-Max.Comp.tMax.Ten.-All farces 250(ib)or less except when shown. TQP CHQRD 2-31=-512l520,2-32=-846t105Q,3-32=-8461105A,3-4=-846(1054,5-6=-315113727, 6-7=-3151/3727,7-8=-39a1I3727,�-5=-315713727,9-14=-315713727, 9Q-11=-3157(3727, 12-13=-2037/2437, 13-1Q=-203712437, 14-15=-2Q37l2A37, 16-18=-339t314 80T CHOFtD 21-37=-2798/2283,20-37=-271$12263, 19-2C1=-271&I2263, 19-38=-271812263, 18-38=-2718t2263,27-4Q=-5491(4679,26-40=-5491/4679,25-26=-5491f467S, 25-41=-549114679,24-41=-5491/4679 WE�$ 2-30=-9�8(768,3-30=-394/3a5,4-30=-11041�86,5-27=-3837/3244,7-27=-29513Q6, 8-27=-1565(1807,8-25=-3 1 91270,8-24=-1 55 911 8Q7, 1d-24=-2911305, 11-24=-383713250, 1 2-21=-2 52012 1 07, 15-19=-3131270, 15-18=-212�t2548, 74-21=-370/335, 15-21=-332/29Q NQTES- 1)Wind:ASCE 7-90;Vult=175mph(3-second gust)Vasd=136mph; HVHZ;TGDL=SApsf;BCDL=S.Opsf;h=15ft;Cat.II; Exp G;Encl., GCpi=0.18;NiWFRS(anvelop�)gabie end zone;porch left and right exposed;Lumber p0�=1.33 piate grip Q0�=1.33 2}GC wind Icaad user defined. 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for e plus or minus 0 degree rotation about its center. 5)This Eruss has been designed for a 10.0 psf bottam chord live load nonconcurrent with any other live loads. 6}Refer to girder(s}far truss to truss connections. 7}Provide mechanical connection(by others}of truss to bearing piate capable of withstanding 572 Ib upliff at joint 31,916 Ib uplifit at joint 1�, 183 Ib upiift at joint 4, 1965 Ib uplift at joint 5, 1659 ib uplift at joint 11 and 525 Ib uplift at joint 12. 8)Load case(s)4,5,6,7,8,9 haslhave been modified.Buiiding designer must review loads to verify that they are correct for the intended use of this truss. 9)This truss has been designed far a moving concentrated load of 200.OIb dead located at alI mid panels and at all pane!points along the Bottom Ghard,nonconcurrent with any other live laads. 10)Gap between inside of top chord bearing and first diagonai ar vertical web shall nat exceed O.SOOin. Q.�/h�}i�$�y(�j��t�ndard Except: _Job ��`russ �(7russ ype - -------�- - � . �y ----I LATC7UR DE9tG��EVE�EPMENT INC -- ----J � AOQ77415 i21D26 � �T5 iFlRT 3 1 �_ i 1Job Reference o tiona! FORT DA[�LAS TRUSS-Cp.LLC.,MEAMI,FL� � - � � Run:8A20 s Apr 29 2021 PnnY 8 420 s Apr 29 2021 MiTek h�dusMes,Inc Fri Sep 10 49:22 12 2Q21 Page 2 i Q:R UZDe4fard R_oLbMvCd k2ozQXYS-RY559AsSa Rkvw 1 YK2f?4d6 Fuan IYM N IVYEgzg kyf57v L.OA�C�S�(S} Standard Except: 4)Dead+Q6 C-C Wind(Pas. Intemal)Case 1:Lumber Increase=1.33,Plafe Inerease=1.33 UniForm Loads(pif� Vert: 1-2=65,2-32=77,32-33=63, 16-33=77, 16-17=65,29-31=65, 18-22=65,23-28=65 5)Qead+0.6 C-G Wind(Neg. Internai}Case 1: Lumber Increase=9.33,Piate increasa=1.33 Uniform Loads(plfi� V�rt� t-2=-16,2-16--58, 16-17=-16,29-31=-6, 18-22=-6,23-2$=6 6)i�ead+ 0.6 MWFRS Wind(Pc�s. Internai)Left:lumber Encrease=1.33,Plate increase-1.33 Unifoem Loads(pit} Vert: 1-2=103,2-16=75, 16-17=26,29-31=30, 18-22=30,23-28=30 7)De�d+0.6 MWFRS Wind{Pas.inteenai}fdight: Lumber Increase=9.33,Plate increase=1.33 Uniform Loads(pif} •.•i Vert: 1-2=26,2-16=75, 16-T7=iO3,29-31=3Q, 18-22=3Q,23-28=3Q • � 8)Qead+0.6�IWFRS Wind(Neg. Intemai)left: Lumber Inerease=1.33,Plate Increase=1.33 * •�s �•�• R e�*:• Uniform Laads(pEf� •• � • +• • Vert: 1-2=43,2-16=30, 16-17=6,29-31=20, 1�-22=2Q,23-28=20 ••f a:s +s:e•+ ••s•s s 9)Dead+0.6 MWFRS Wind(Neg.InEernal)Right Lumber Increase=1.33,PEate increase=1.33 ` •wwso• • � a Unrform Lo�ds(pif� •a��s• V�rt: 1-2=6,2-16=3R, 16-17=43,29-31=2Q, 18-22=20,23-28=2Q •�E E • s s s 10)Dead+0.6 MtWFF2S Wind(P�s. Intema!}1 st Para(IeI: Lumber lncrease=1.33,Piate Increase=1.33 ��f•+� ��f s�� s s r•� Unifarm Loads ! ' • (P� ••oa•s •o•s •s•s• Vert: 1-2=63,2-16=75, 18-17=26,29-3i=-10, 18-22=-10,23-28=-10 + • • a 11)Dead+Q.6 MWFRS Wind(Pos.Internal)2nd Parallel: Lumber Encrease=1.33,Piate Increase=1.33 •� °s �'�• P•••.• Uniform Laad&(pi� �s+���• • s! Vert: 1-2=26,2-96=75, 16-17=63,28-31=-10, 18-22=-1Q,23-2$=-10 • • • • 12}Qead+0.6 MWFRS Wind(Pos.lnternal}3rd Paraifei:Lumber Increase=1.33,Plate Increase=1.33 � � ••• a s •�••R• Uniform Loads(plf} � ��� • •* • • ••oso• Vert: 1-2=37,2-16=49, 16-17=15,29-31=-1d, 18-22=-10,23-2�=-10 +• • • • • • 13}Dead+0.8 MWFRS Wind(Pos. Internai)4th ParaileC Lumber Increase=1.33,Piate Increase=5.33 ;����'" Uniform�oads(pit� Vert: 1-2=15,2-16=49, 16-17=37,29-31=-10, 18-22=-10,23-28=-10 14)Qead+0.6 MWFRS Wind(Neg.intemal)1st ParailaC Lumber increase=1.33,Piate Increase=1.33 Uniform Loads(pif� Vert: 1-2=43,2-16=30, 16-17=6,29-31=-20, 18-22=-2Q,23-28=-20 15)Dead+0.8 MWFRS Wind(Neg.Internal)2�d Parailei:Lumber increase=1.33,Plate Encrease=1.33 Uniform Loads(plf� Vert: 1-2=6,2-16=3Q, 16-17=43,29-31=-20, 18-22=-20,23-28=-20 lfob �'Cruss iTruS&7ype ��y :� �LATOUft DESIGN&Q6VElEPMENT INC----��----�— �-- i i � ` � AOQ7741 � �2iD26, ' , �Tf �FLf\T �1 � 1 ( �i ;___-- .--- ---- ------ --i__ - ---.__ _.._ �___ __ _..__... --. , ---IJobReference�o�tional� FORT DALLAS TRUSS GO LLG.,MIAMI,PL. Run:8_420 s Apr 29 2021�Print-8 42Q s Apr 29 2Q21 M�I"ek[ndustries Inc Fn Sep 1Q Q9�22:15 2621 Page 1 EQ:RU2De41ordR oLkaMvCdk2oaQXYS-s7mEoBuL4�7TnUGvjoYnFl1Pq_KFZk1xFCudG3}rf57s �oa-o �" aa,ii-a -&�8_ 6 2-& �_9_8-Q 1C�-� 16-2 8 _ 22-3-8 � __28-4-8 _.LL_..__34-0.0 3¢5-8 AO-1-9 _�_ 45 7-15 . 51 4-0 5Z-C�rB ___ -&- 5 2-8 ' 4-5-& P5-8` .5 7 8 _ fi 1 0 ' B 1 0 ' S 7 8__. __.0�8;$__. ._.5_2_�_.__ , �_�_5_____ .�_.___5_�1.__..._..._._�-&-� 0-5-8 p-g,g Bcale=1:87.1 6x10= 6x10= �4 I1 5x6= 2x4 II 7x6= 7xB- 2x4 I) 4xt2= 7x6 W�= 2xA I( 6x1Q= 4x7= 5x16=- 4x5 1I W5 Na.3 1 2 W2 Plo 3- 3N��c�.3- 4 5 g 7 8 g 14 11 12 13 W7?Co 3- • 33 W7 No.316 97 � _ —T��as�_�_� -� ----�an�o,a �,T A —_ ��naa���� � �_._ __ �4o�_L� , -- - � v�rt+� - _� — -�- . �j.�—�-._�_ � -�- �_. w���-.. ,� �_�=_���==- -_���__',�����=-_ �; __-=��� " _ - - - -� _� . � _ _ -- � _--� -- - -- �- �.._: =�--�-- � . . . . . 31 34 30 3� 29 28 39 27 40 28 25 4� 24 �2 F3 22 36 •!�:o a 37 2Q��o• � •o��g•o• 3x6 I� 4�= 2x4 ii ���2= �4 I I 6x12= 2xA 1! '��s'�• 2x4 I� �12= • e. ••eo•a 2x4 ! 7x6= 2x4 ii •s���• 4W�+��• • • •�e• • esst• • • •o+�•• ••w• •eoe• • R • f •• •• •!i! •fRf•• f •!•6!• • ! p • • • 10.7-0 • • •• • •eo•o• �0.1$-8 34-17-6 � • • �,_5 2 8___�.__�-��__9�8a.__._ 16-2-8 22-3-8 28-4-8 �4 0 0 3A- 4Q-1-9 f �v�_,$7.ry5 • � •• b1-4-0 4 • . _ _' _ ____,-_ _..�..-- ---f---�- — —a+-�- rr��s• 5-2-8 � 45-8 0-- ' S-7-8 � Gt-0 6-t-0 5-7-8 Qi5=8` 5-2-9 •t �'f-� • • S-B-t • • 0.5-0 0-5-8 •�t��• QS-& . _..-- ----- Piate Offsets{X,Y)-- [4:0-2-8,0-4-4],[5:Q-3-8,0-4-�],[6:0-3-O,Edge],(9:0-3-O,Edge�,[11:0-3-8,Q-4-4j,(12:0-3-8,0-4-0],[15:4-3-12,0-2-&�,[16:0-2-8,0-d-8j,[18:0-3-O,a-A-4], __L2�:o-a-o,o-2-0} [24:o-s-o o-a-�z, as:o-�-a,aao 27:o-s-o,a-a-���s�:o-a-a a-�-al__ ---- — ----- — -- -— --—_ _=- — --- ----- -- ----� — �—— -- L4ADENG(psf� � 9PAGING- 2-0-0 � CSI. ( D�FL. in {Ioc} Ifdefl Ud � PLATES GRlF TCL� 30.0 'I Piate Grip DQL 1.06 � TG 0.88 � Vert(LL� 0.69 25 �4Q3 360 i MT2Q 2441196 TGDI 15.0 � �umber DC?L 1.33 , BC 0.87 Vert(CT) -0.59 25 >468 180 , BC�I 0.0 � Rep Stress Incr YES j WB 0.91 � Horz(GT} 0.08 71 n!a n/a I� BCQL 10.Q j Code FBC2017JTP12Q14 { fthatrix-S VVeight:325 Ib FT=6°l0 ' i------ �—— — ---- ---�---_---- - --- LUPfl�ER- �RACINCa- TOP CHQRD 2x6 SP Pvl 28*ExcepY° TOP CHORD Structural woad sheathing directly applied or 3-6-93 ac purlins, T3,T2:2x6 SP Na.2 except end verticals. BOT CHQRD 2x6 SP No.2 �QT CN�RD Rigid ceiling direetly appiied ar 2-8-10 oc bracing. WEBS 2x4 SP No.3`Except' WEBS 1 Row at midpt 5-27,8-27,8-24, 11-24, 12-21, 15-18 W4:2x4 SP Na.2 OTNERS 2x4 SP P1o.3 REAGTIONS. Aii bearings 0-10-0 except(jt=length}31=Mechanicai, 98=Mechanicai. {ik�}- fdax Upfift Ali upfift 10Q Ib or less atjoint(s)except 31--57F{!.0 6), 1�=-910{LC 7),4--183(LG 20),5=-1965(�C 7},11--1659(LC 7), 12=-525(GC 6) �ax Grav Rii reactions 250 ib or I�ss atjoint(s)4 except 31=581{lC 1), 18=938(lC 1),5=2070(LC 1), 11=1741(LC 1), 12=554(LC 1} FORCES. (ib}-Max Gomp.lMax.Ten.-A!!forces 25�(Ib)or less�xcept when shawn. TOP CHQfdC� 23 1=-51 21520,2-32=-846/1054,3-32=-84611Q54,3-4=-84&J1054,5-6=-3151l3727, 6-7=-3151/3727,7-8=-3151/3727,8-9=-3157(3727,9-10=-3157(3727, 10-11=-3157(3727, 12-15=-2037/2437, 13-1A=-2037I2437, 1 4-1 5=-2037124 3T, 1 6-1 8=-339131 4 �OT CNORD 21-37=-2718J2263,2Q-37=-271&I2283, 19-20=-�718l2263, 19-3�=-2718t2263, 18-38=-2718t2263,27-40=-549114679,26-40=-5491(4679,25-26=-549114679, 25-41=-549114679,24-G1=-54 9114 679 WEBS 2-30=-9491768,3-3Q=-334l355,4-30=-1104l886,5-27=-3837l3244,7-27=-295t308, 8-27=-1 56 511&07,8-25=-319(270,�-24=-1559/1807, 10-24=-2911905, 11-24=-38371325d, 1 2-21=-2 520121Q7, 15-19=-313l270, 15-18=-2128l2548, 14-21=-370(335, 95-21=-332/290 NOTES- 1}Wind:ASCE 7-10;Vult=175mph(�-second gust}Vasd=136mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;Cat.II;Exp G;Encl., GCpi=Q.18;MW�RS(envelope)gabEe end zone;pprch!eft and right expased;Lumber DC}L=1.33 plate grip DOL=1.33 2}GC wind load user defined. 3}Provide adequate drainage to prevent water panding. 4)Plates checked for a plus or minus 0 degrea rotation about its center. 5)This truss has been designed for a 1 Q.0 psf bottom chord Iive load noncancurrent with any other iive loads. 6}R€�fer to girder(s}fior teuss to truss connections. 7)Provide mechanical cor�nection(by othees)of truss to bearing plate capabie of withstanding 572 Ib uplift at jaint 31,910 Ib uplift at jaint 1&, 183 Ib uplift at jaint 4, 1965 Ib uplift at jaint 5, 1659 Ib up6ft at joint 19 and 525!b uplift at joint 12. 8)�oad case(sj 4,5,6,7,8,9 has/have been madified.Buiiding designer must review ioads ta verify khat they are correct for the intended use a�this truss_ 9)This teuss has been designed for a moving ce�ncentrated load af 200.QIb dead locatecl at ail mid panels and at all panel points alang the Bottom Chord,naneoncurrent with any ofher liva loads. 10)Gap between inside af top chord bearing and flrst diagonal or vertical web shalf not exceed 6.SOOin. ���Q}�(���tr�ndard Except: __----, ,I Ja i russ i'T�russ l ype ;�ty � rPTy--...---����aTQUR DESIGN&DEVEI.EPhAENT',ING. .... � , i � AOQ77416! 21'D26 ' , �76 iFLAT �1 � 1 � l 1,._-- -_----- -_- I --_- � ; �. I,lob Reference(o�tional� 1 _..__.___--- _ _..._._.. -_ - ----- -- --- - FORT pALIAS TRUSS CO I.LC,hAIAMI �L ftun:8 42Q s Apr 2�J 2Q2�Print:8 A20 s Ape 29 2029 MiTeK lndustnes inc Fri Sep 10 09-22:15 2Q21 P�ga 2 ED:RUZQe41ore1R_oLbMvGdk2ozC�XYS-s7mEaBuL4�7TnUGvjoYnFI1 Pq_KFZk1xFGudG3yf57s LOAD GASE(�} Standard Except: 4)Dead+0.6 GC Wind{Pos.Ent�rnai)Gase 1:Lumbar Increase=1.33,Plate Inerease-1.33 Uniform Loads(p!f} Vert: 1-2=65,2-32=77,32-33=63, 16-33=77, 16-17=65,29-31=65, 18-22=85,23-28=65 5}dead+0.6 GC Wind(Neg.Intemal}Gase 1:Lumber incr�ase=1.93,Plate Increase=1.33 Uniform loads(plf} Vert: 1-�=-16,2-16=-56, 16-17=-16,29-31=-6, 18-22=-6,23-28=-6 6}pead+Q.6 MWFRS Wind(Pas.Internal)Left:�umber Increase=1.33,Plate Increase=1.33 Uniform Laads(pt� Vert: 1-2=103,2-16=75, 16-17=26,29-31-3Q, 1&-22=30,23-28=30 7)Dead+0.6 hflWFRS Wind{Pos.lnternal}Right:Lumber Increase=1.33,Piate Inerease=1.33 Uniform Loads(pl� •••` Vert: 1-2=26,2-16=75, 16-17=1Q3,29-31=3Q, 9$-22=30,23-28=30 . • 8}Dead�-0.6 NIWFRS Wind(Neg.Intemal)left:�umber Increase=1.33,Plate Increasa=1.33 • • •••• •••'s• e • • ♦ Uniform Loads(pl� •s • • •• • Vert: 1-2=43,2-96=30, 16-17=6,29-31=20, 18-22=2Q,23-2&=24 s • • . 9}Dead+0.6 MWFRS Wind(Neg.internal)Right:l.umber Increase=1.33,Plafe Increase-1.33 �•!e•� `••• •••�•` Elniform Loads(plf} •••••+ • • • •seme• Vert: 1-2=6,2-16=30, 16-17=43,29-31=20, 18-22=2Q,23-28=2Q ••o• • • • s 1Q dead+0.6 MW�RS Wind Pos. Internal 1st Parallel:Lumber Increase=1.33,Plate Increase=1.33 • ° ""'" } � ) •o•• • sa••• Unifarm�oads(plt� . e VER: 1-2=63,2-16=75, 16-17=26,29-31=-10, 1$-22=-10,23-28--1 Q ••�s a• •e•• •••s• • • • • 11}D�ad+Q.6 MWFRS Wind(Pos.Internal}2nd Parallel:Lumber increase=1.33,Piate Increase=1.33 •• +• •••• •+•••• Uniform�oads(pl� s ese�se • • Vert: 9-2=26,2-16=75, 16-17=63,29-31=-10, 1&-22=-10,23-28=-1Q e • • . 12)Dead+Q6 MWFRS Wind(P�s.intemal)3rd Parailei:Lumber Enerease=1.33,Plate Increase=t33 • � •• • •••'•• • • • Uniform L�ads(plf} • • s •• • • V�rt: 1-2=37,2-16=49, 16-17=15,29-31=-14, 18-22=-1Q,23-2&=-1Q • • e •••••s s• • s • s • 13}Dead+0.6 MWFRS Wind(Pos.lntemal)4th Parali�C Lumber Increase=1.33,Piate Increase=1.33 ••••*• Unitorm Laads(plf� s Vert: 1-2=15,2-18=49, 16-17=37,29-31=-1Q, 1&-22=-10,23-2&=-1Q 1A)Desd¢0.6 MWFRS Wind(Neg.internai)9st Paraliel:Lumber Increase=9.33,Plate Increase=1.33 Uniform Loads(plt� Vert: 1-2=43,2-16=3Q, 16-17=6,29-31=-20, 18-22=-2d,23-28=-20 T5)Dead+0.6 MWFRS Wind(Neg.Intemai)2nd Parailel:Lumber Increase=1.33,Plate Incraase=1.33 Ur�ifarm�oads(pit� Vert: 1_2=6,2_16=30, 16-17=43,29_31e_�p, �g_�2�_2p,23-2&=-20 .TOb �TYUSS ��S'�ype ty ;F�1y��- - �LATOUR DESlGN&QEVELEPMENT !NC -- - � , i � A0077417 �21 p26 � ,T8 'Flaf Girder 1 � : , -.--- �---..._ i � Job Referenca{optional� ; -- -- _ �_ _ FORT DALLAS TRUBS CO LLC.,MIAMi,PL. Run 8 426 s Apt 29 2�21 Pnr7t:8 426 s Apr 29 202'I MiTek Industnes,Inc Fn Sep 10 0922�19 2Q21 Page 1 I D:R UZ De4lord R_ot�bMvGdk2azQXYS-kuQldZxr8advG6agyedj Pb�7YcgvVZG W9qsrQqyf57a � 2 8-12 5-2 05�7r8 9-9 5 � 14-4-9 18-11-14 . 23-7-2 28-2-7 329 11__ __...37-5 0 37�-8A1 1 12.--a,__44-8-12 __ 48 3-12_� 52-0-& 5?�-9�0 �2812-f-2-5-40=5�8 4-1-93 .....�.... ._4-7-5-�-7�5 ..t_... 4��-5_-- r ....._4���5--. �4-75 .__ � 4-7-5 Or4�-6--3-G-4 ' 3-7-0 } 3-7-Q ' 3-8-12 0-8-8 Scale=t:89.3 7xfi= 5x6= 3x8 I I 5x6= 2x4 'I 7x10= Zx4 1'-. 4x7= 4x12= 2x4 1= 7x12=�= 2x4 1� 4x12= 3x8 II 7xt2= 2�4 II 4x9= 2x4 =3 VN2 No 3 2 3 A 5 g 7 8 9 10 t t 12 13 14 15 W9#�ta.3- 18 1 g � W 1� �, �F-� �`- � ca..� ��-�-��p�tRta�Y'� Y-E�� �-�' � � - � - Tt nn�� ��-DA,'3�- �2 hta2= - � � a , ���s��,�=�����w�' _..��, ---�� � �=-�.����,��n�-�- � �� � � � �--- --- - -..-.--.-....�� � . . . . 3� 40 37 4�36 35 46 � 47 �3 32 48 �� 43 �Q �g�p 28 �� 27 �2 28 25 ��s�2a90•43 23•s�e22 29 •• •• 3x4 I I 2x4 I I �x12= 2x4 ?I 4�c9= 2x� �� �ax12= 2x4 I I 4x5= •����k `�X9= • px4 I I •4x9=_ � •oo��• 4x9= 2x4 I( 7x&_= 7x�-.. 4x5= s s�• • Y' • • R • i�s��`�t �.- fsii • •Y004 • ! •O Y!!• !O i t f i i•• i • i ♦ •• •• •9•• •O!Y i• • •i!!!• • ! • • • • • ! f• f ••!!•• ! ! p 5-2-0 • i • •• • • � 2-&-12 4-9-O,S 7s8 9-9-5 , _ 14-4-3 : 18-19-14 � 23-7-2 � 28-2-7 - 32-9-11 37-5-0 37 -8 41-T • -8-12 . d&-3-1 . 52-0�•!e e• ��- 1-�-_ ..__"--�- ._-T-__ i_...._.-�__._ , t��.._+-__ �i f 2-&-12 2-Q-4��8!8 4-1-13 � 4-7-5 4-7-5 4-7-5 4-75 4 7 6 4-7-5 0-4=8 3-4 ' -7-Q f s�7.pt•- 3-&-� 0-5_Q Plate...Offsets X,Y1'- [3:0-2-8.Q-4-0] 4:0-3-$,0-4-12, 9:0-3-d Q�A-8�,j13:0-5-4 Q Q 81r 14:0-4-0,0-0-01,115:0-3-12,Q-4-81,[2d_Q 3&,0-2-Q1 [28:0-2-8 0-2_12j, 34:Q-6-fl,0_3-4]_._ �OADING (psf� SPACING- 2-0-0 CSI. OEFL. in {loe) Ildefi Lld � PlATES GRtP TCL� 30.Q Piate Grip DOL 1.00 TC 0.71 ( Vert(LL) 0.91 3031 >409 360 MT20 244/190 TCdG 15.Q �umber DOL. 1.33 ' BC 0.95 Vert(CT) -0.85 30-31 >440 18Q BCIL 0.0 Rep Stress incr NQ WB Q.83 � No2(CT} 0.05 13 n(a nfa BCDL 14.0 Gode FBG2017ITPI2414 � Matrix-S , Weight:863 Ib FT=0% --------- - ___._.___ �UIt�BER- BRACING- TQP CHORQ 2�c6 SP M 26'Except' TOP CHORD Structurai waod sheathing directty appiied�ar 5-4-8 oc purlins, except T2:2x6 SP No.2 end verticals. BQT GHflRD 2x6 SP No.2 BQT CHORQ Rigid ceiling directiy applied or 5-1-9 oc bracing. WEBS 2x4 SP tVa.3 R�ACTIONS. Ali bearings 0-10-0 excep4(jt=length)13=0-8-0,20=Mechanical, 14-0_8-p. (Ib)- Max Harz 3=-77(LC 6} Max Uplift AII uplift 1Q0 ib or less a4 joint(s)exc�pt 3--217(�G 33),4--2911(LG 5), 13=-390$(�C 4),2R=-313(EG 5), 14=-1329(LG 1) Max Grav All reactions 250 Ib or less atjoint(s)�xcept 3=929(LC 28),4=2928{LC 1), 13=�Q19(LC 1),2d=999(lG 1}, 14=1170(LC 5) FORCES. (Ib}-Max.Camp.(Max.Ten.-AI!forces 250(ib)ar less except when shown. TOP GNQRD 1-2=-846t579,2-3=-346/579,4-5=-356113155,5-6=-3561/3155,6-7=-3561(3155, 7-8=-99571�820,8-9--995718&20,9-10=-7�41l6947, 10-11=-7841l6947, 11-12=-7841t6947, 15-16=-2308l2Q54, 16-17=-2308(2054,20-3 9=-33013 1 7, 1&39=-3051295 BOT GHQRQ 25-42=-139211566,�4-R2--1 39211 5fi6,24-43=-T3�2l1566,23-4 3=-1 39211 566, 23-44=-1503I1673,22-44=-1 60 311 6 7 9,2f-22=-1S0311679,2 1-4 5=-1 5 0311 6 79, 20-45=-1503/1679,34-47=-6&35t7717,33-47--68�5/7717,32-3 3=-6 8 3517 7 1 7, 32-48=-6836f7717,3 1-4 8--68 3 5177 1 7,31-49=-8668/9T86,30-49=-8668l9788, 29-3Q=-8668l9786,29-50=-866819786,28-50=-&668/9T&6,28-51=-2981(3363, 27-5 1=-298113 36 3,27-52=-29&1l3363,26-52=-2981l3363 WEBS 1-37=632/363,2-37=-542(869,3-37=-711(369,4-34=3319(3746,5-34=-310(311, 7-34=-432013834,7-33=-971263,7-31=-2066l2329,8-31=-425/355,9-31=-185(375, 9-30=-160f3Q0,9-28=-202211789, 10-28=-5711484, 12-28=-4122(4655, 12-27=-260/363, 12-26=-3531f3130, 13-26=-1022t1145, 15-25=-1691l1503,15-24=-1421290� 15-23=-704J7�9, 16-23=-3421287, 17-23=-597/669, 17-21=-10912�1, 17-2Q=-1B21l1453, 14-25=-6411715 NQTEB- 1)2-ply truss ta be connected tagether with 10d(0.148"x3")nails as follows: Top chords conn�cfed as foliows:2x4-1 row at 0-9-0 oe,2x6-2 rows staggered at Q-8-0 oc. Battam chords connected as foliows:2x6-2 rows staggered at 4-9-0 oc. Webs connected as fcallows:2x4-1 row at 0-9-0 oc. 2)AII loads are considered equally applied to afi plies,excepf if nated as front(�)or baek(B)face in the�OAD CASE(S)seetion. Ply to piy connectians have beer�provided to distribute only loads noted as(E)ar(B),uniess otherwise indieated. 3)Wind:,4SGE 7-10;Vult=175mph(3-seeand gust)Vasd=136mph;HVHZ;TCDC=S.Opsf;BGD�=5.Opsf;h=15ft;Cat.I!;Exp G;Enci., GCpi=0.18;MWFRS(envelope)gable end zone;cantilever left exposed;end verticai left exposed;porch left and right exposed; Lumber DQL=1.33 plate grip DOL=1.33 4}Pravide adequate drainage to prevent water ponding. 5)Plates checked for a plus or minus Q degree rotation about its ce�ter. ��{�pj��9a� ��n designed for a 1 Q.0 psf bottom chard live laad nonconcurrent with any other Iive loads. __ __.------ , ca . _____-------- firi�ss ..........---- --- 'Truss Type ._.....----...... — -----.. ___---.._Z2ty -iPly-- LATOUR PESIGN&DEUELEP�fiENT INC.----- _._.i ! � A0077Q17; �1D2� � �= iT8 FlaE Girder 1 � � ! �_ �.._ _ _ __� �__�Job Reference(optiQnal� FQRT DALLAS TRUSS CQ LLC,MIAMI F� Run S 420 s Apr 2�2021 PrinY 8 42Q s Apr 29 2629 M1Tek industries Inc Frt Sep 10 09 2220 2021 Page 2� !Q:RUZDe4lordR_oGbMuCdk2ozQ?CYS-05a7rvyTvuimtG9sWL8yyokl!?08EQWgpUcOyHyf57n NOTES- 7}Refer to girder(s}for truss to truss connections. 8�Pravide mechanlcal cannection(by others)of truss to bearing piate capabie of withstanding 217 Ib upiift at joint 3,2911 Ib upiift at joint 4,3908 ib upiift at joint 13,913 ib uplift at joint 20 and 1321 Ib uplift at joint 14. 9)This truss has been designed for a maving cor�centrat�d laad of 200.Qlb dead located at aii mid panels and at all panel paints alang the Bottam Ghord,nanconcurrent with any other live loads. 1Q}Girder carries tie-in span(s):3-0-0 fram 0-0-0 to 52-0-& 11)This truss has large up6ft reaction(s)from gravity load case(s).Proper cannection is required to secure truss against upward movement at the bearings.Buiiding designer must pravide for uplift reactions indicated. 12}Gap between inside af top chord bearing and firsf diagonai or vertical web shall nat exceed Q500in. �OAD CASE(S) Standard 1}C?ead+Raaf Live(balaneed):E�umber Inerease=1.33,Plate Inceease=1.00 �**r Uniform Laads(plf� • • Vert: 1-19=-90,36-3�=-43(F=-23),20-25=-43(F=-23},26-35=-43(F=-23) '" + •��• s��e�• s • • � •• • • •e • • • • • •as•�• •a•s •esoo• • •o•es• s • • s+o•ss •sa• • � • • s • •rass• •af�! • f6Rfi � • !!�•!• !M O• •A i N# i • f i •! 8 4 •!!• R R i Y!• O ••R m i O • • 8 • • p • # i• f 0!•1O! ! 9 • 6 O ! •• 0 • • R • •OliMi• •• • ! • • p •!M tl O t i i Jab '�rues � Tn�ss ype T� ly (EATOUR 4ESIGN&DEYEEEPt1�ENT €NC � I 21�?26 i T9 (Roof Speciai I 16 1 FQRT 6AL�AS TRUSS-00.�LC.,hhiAMl,FL. --- � ��� �� � IDuRU2De41ordR�4�bMvGd�20� XYep�Zs 2Q2Q�M T�ndustr�es,Inc.-Fri Sep 16 09:2223 202 O Ps�g 1g II� _ Q 5 dgFFTw_MCp7Lk�tRBThfaRMwEDDURXM64Sq2Zcyf57k 0-6-8 . 2-9-Q , -- ._. _ .. ----- ----- 0-6-8 1-.__. 2 2 8 3.25�12 Scale=1:15.8 4 T 2x4-?(,� I � r� I � 3X4� � ' ! � � ' - 3 __�--T�No2�%"`�p r� �I , _- ! i ' f �r~��- �No.�_ ,a �I aX7:::_ � �.�. � � o.a- ' s • � 7T1N,. �- -^ � � °� •a� *+�s :ss•s• • � � � � � +�e • • •• • W h7o��� $ � ' �,�--� • • • . esoe•• ••o• •sa•s• � � � i --''"� ' � ' �r--��1 No.2 � � y s ar w�s • ♦ � ��-l� � � �,� •e�ex�s ' ss�s s • • � � � � ;�jl°� s • aMa�sw r� k ..--'' IQ !i�F• • #�1l�R �� ♦ f icl � 3x4= � 1 •���e• e�ss �:wee 2�4 I i � � � � •• e� es�a wossw• 3.25 j 12 • !N Qelif ♦ q 7 M 9 ♦ • �R ! 4• • iif•i11 2X4 i� ! • • s • • •s s • • • e oosaa• 0-6-8 2-9-0 •o • r o • • �0-6-8 F— 2_2-8 I •e�s s A�r Plate Offsets X,Y-- _- -- _�- T:d-3-8 Q-1-12�..._ --'- ----- _ _ -- ----- ---... �__ --- T---— � — _..... ---.—�—_...—._._. - �fJAQING (psf� ' SPACING- 2-0-0 j GSL DEF�. in (loc) ildefl L!d PG4E'ES GRIF TCLL 3Q.0 Plate Grip pOL 1.00 TG Q.21 Vert(��} O.Q1 5-6 >999 360 MT2Q 244t190 T�DL 15.0 �umher QQ� 1.33 � BC 0.20 Vert(GT) -O.a1 5-6 >999 18a BGL� 0.0 ���� Rep Stress Incr YES ; WB 0.19 ; H�rz(CT) -O.OQ 5 nla nia � I BCDL 1Q.0 --�Code FBC20171TP12014 _ j_ Matrix-S I �--Weight: 16 Ib FT=0°/Q LUPABER- � BRf1CING- TQP CHORQ 2x4 SP No.2 TQP CHORD Structural wood shea4hing directly applied or 2-9-0 oe purlins, except BQT CHOR� 2x4 SP fVo2 end verticals. WEBS 2x4 SP No.3 BdT CHORQ Rigid ceiling direcfiy applied or 1Q-�-0 oc bracing. REACTIONS. (ibtsize) 7=135(Mechanical,5=135lMechanical Maac Horz 7=71(LC 6) Max Uplift7=-99(GC 6�,5=-168(�C 6} Max Grav7=�B1(LG 17),5w261(lC 21) FQRCES. Qb}-Max ComplMax.Ten.-Ail farces 250(ib}or less except when shown. NOTES� 1}Wind:RSCE 7-1Q;VuIt=175mph(3-second gust}Vasd=136mph; HVHZ;TCDL=S.Opsf;BCDL=5.Qpsf;h=15ft;Cat.EI;Exp C;Encl., GGpi=0.18;MWFRS(envefape)gable end zone and G-C E�cf�rioe(2}zone,parch leff and ri�ht expos�d;C-C for memker�and fqrces &MWFRS far reactiQns shown; Lumber DQ�=1.33 plate grip D4�=1.33 2)Pravide adequate drainage to prevent water panding. 3)Piates ehecked far a pius or minus Q degree rotation about its center. 4)This truss has been designed for a 10.Q psf bottom chord live Ioad nonceancurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 Ib uplift at joint 7 and 16�Ib uplift at joint 5. 7)This truss has been designed for a moving concentrated load of 200.QIb dead located at ali mid paneis and at all panei points along the Bottom Chord,nonconcurrent with any oth�r�ive loads. L4Ad GASE(S} Standard Job __— - --�'1`russ 1`russ�ype _-- _ __ - - �t _�� .. � y i y ... TlATOUR QESlGN&DEVELEPF�AENT INC. ...-- ----.........__.____ i , A0477410i �21p2Q ' � �T1Q RQOFSPECIAL 1G I 1 'I �.— --- �- ----....__ .- -- -�----- -... � - 1 I_Job Reference_�o tp ional)-- - ------- --- . J FORT DALLRS TRUSS CQ.LLG.,MIAMI,�L. Ru��-8 420 s Apr 29 2621 Print:fl 420 s Apr 29 2021 MiTek lndustries,Inc Fri Sep 1 p pg22 26 2021 Page 1 IR:RUZDe4lordR_o�bMvCdk2ozG2XYS-9 Fx05y1 EVkVwbBcOtcFMG3_RTQE_evRYmQ3i9x}�f57h 0-6-8 1-5-0 2-9-4 � 0-6-8 �-...__Q-10-$ r---��_p� 3.25��2 Scale:3(4"=1' 4 � i � 3x4% f Y-��� j� i � �4 ls � --'`� ' o I 2 ��._-T2 No2- "`- �Y %' � i �°-� � �-^�i ' ' ��N 3- � ,n �_ � ( II I � N � � �'' W�No.�- �" •��s � I .v � s i T�N�_No�- � � ic�� • a�• •s�♦ •e�re's i ' r �� i'i ��SI •• • • •• • Ii � W�1 i�'o.�� i � i • • • • ! •o!•s• ia•• •AR�o• � I 6 ,�1�-�)-- I sslss• • • t ' � G " � �—�' � .....: i :����C�n.2=; � �... : • . : i � �--= �,- a •e�•�o �, ,�r.t• • •A�s• , 1 ''� 2x4 I i � �i•o•• •s.s •sios� 9x10= • • • • •• R• •.rs •ve•ee e ,— •ssos• • ae � 3.25�12 e s • � • i •• • it!!!• • • a • • • •• ! • i • ! fi4l9• � Q-�-� . 1-�J-Q 2-9-Q •! • • • • • _ as=s ._a1as�_ �=4-0 ...�.a---_. Plate Offsets�X,_}Y-- [7:0-1-12,Q-2-�__ —� — -- -- - ----._..._._ --- --- -- -- -- ----- �_..__. —�---- -----�-- _—�—__ LQADIPIG{psf� � SPACING- 2-Q-d � CSE. E}EFL, in Qac) iidefl Ud PLATES GRfR TCLL 30.Q � Plate Grip DO� T.�Q TG 0.34 ; Vert(l�} �.02 5 >999 360 � MT20 244119Q TCDL 15.Q � �umber DO� 1.33 BC a.aa � Vert(CT) -Q.02 5 >999 18Q BCl.� 0.0 ' Rep Str�ss Incr YES WB 0.10 i Horz{CT) -0.02 4 n!a n(a i BCD� 1 d.0 I Code FBC2017/TPI2014 Matrix-S Weight: 13 Ib FT=0% LUM�ER- -- ----- �RACING- - — Tt?P CHORD 2x4 SP Na.2 TOP CHt}RD Structura!wood sheathing directiy appiied or 5-5-Q ac puriins, except BOT GNORD 2x4 SP No.2 end vertieals. WEBS 2x4 SP Na.3 BOT GHQRD Rigid ceilirrg directiy applied or 6-Q-0 oc bracing. R�ACTtONS. (Ib/size} 7=1321R�echanical,4=119IMschanicaf Max Norz 7=�3(LG 9) Max Uplift7=-97(LG 6},4=-128(�C 6) Max Grav7=256(LG 97),4=132(�G 21} FQRCES, (Ib}-P�lax.Gomp.lMax.Ten.-Ail forces 250 Qb)or Iess except when shown. TOP CHQRD 3-5=-179(363 WEBS 2-6=-225(285 NC}TES- 1)Wind:ASCE 7-10;Vult=176mph(3-second gust}Vasd=T38mph;HVH2;TCQ�=S.Opsf;�CDL=5.Opsf;h=15ft;Cat.II;Exp G;Enci., GGpi=0.18;NIWFRS{env�lope)ga61e end zone and C-C Exterior(2)0-1-12 to 2-8-4 zone;porch I�ft and right exposed;GC for m�mbers and foroes&MWFRS far reactians shown,Lumber DOL=1.33 plate grip DQl=1.33 2)Provide adequate drainage to prevent water ponding. 3}Platas checked for a plus or minus Q d�gree rotation about its e�nter. 4)Th[s truss has been designed for a 9 D_0 paf bottam ehord Iive load nonconcurrent with any other live Ioads. 5)Refer to girder(s)far truss to truss connections. 6)Provide mechanical connection(by others}of truss Qa bearing plate capable af withstanding 97 Ib uplift at joint 7 and 128 Ib uplift at jaint 4. 7}This truss has been designed far a moving concentrated Ioad of 2QO.OIb dead located at all mid panels and at ali panel painfs along the Battom Chord,nonconcurrent with any other liv�foads. L9AD CASE(S} Standard ,�o ��,— _____----�--��-�----......._�ltruss Type `�2ty�l�Ty._...-._--T�ATQUR DESIGN fi�DEVE�EPMENT,INC. .__...---._.._____ ____-i j ; AOQ77419i � - - :....._---� _-- -- P-1— 21D2f + T'SGE1 �RoafS eo�aiStructWral6ahle 1 1 ' �Job Referanae�optional � -- — -- �-- FQRT DALLAS TRUSS CO �.GC,MIAMI FL Run &420 s A r 29 2021 PnnY 8 420 s Apr 29 2p21 MiTek Industries Inc Fri Sep 10 092228 2021 Page 1 ID.RUZde4lardR_oLbMvCdk2ozQXYS-zd38We2V1�mdrUmR_9 HqHEJ3nKEvE6q?rEkYpEpyf57f 2-8-0 - -- -- --... -- -- �_�q ���I�Z Scale=1:15.8 2 , 3�'�") I a�a� � � , j ( �-'T�No.z- "`�I i ( T �%'" ��-""""� � � �s��s� ! . � �' � � �Q • • •�R• •����• Wt1 No�- (d s • • s � � (� �'� e• • • •• • �� • • • s ( � � , i , •�sf�• •s�• •t���• � ( • � ; � �l i •a���• • • • `� ���� 0.3- � •����s d W�No. r'�� � � •��• e • s • � ��.:�} i • • •ao•o• � � S1�1No - j •as• • •ssa• 1 • • � I r ��� f �-`' � ��!�f• •A R• •���• � I� ���"`.�i{��Q Z � • • • i .-- � . I , -'""� _m'.`�- fi t! •PSR •M!i!f ; �.�---- : , --r' w � • i � ~_ -'`� idld ••oo•• • • ( : 4 �� � � f • • • • • •• • •stOi• . . �'�-`- ZX4 '� �X�4^ • d • • • • •• • • • i • •f���• 3.25j12 es • a • • ♦ •����• 4 °e 2x4 i; I-- 2'��0 -� 2-9-0 — —.. -.-- - — _ --- -- -- --- —.... --- - --- --.._..-- - �OADiNG (psf} ( SPACING- 2-4-Q ( CSI. DE�L. in (loc} iidefl Ud P�ATES GRIP TCLL 30.0 Plate Grip DQL 104 TC 0.19 Vert(Ll) 0.41 3-4 >398 36Q MT20 244(190 TGDL 15.0 Lumber DOl. 1.33 ' BG 029 j Vert(GT} -0.02 3-4 >999 18d BCL� 0.0 � Rep Stress Incr YES WB OA3 Horz(CT) -0.00 3 n!a nia { BGDL 10.0 � Code FBC2017/TPI201G Matrix-P I � Weight: 17 Ib F�=Op/P -- _--' —._..... __ I� _. 1�..---._.._... __ -------- --- LUMBER- BRIIGIPIG- T4P CHC}RD 2x4 SP Na2 TC1P CHQRD Steucturai waod sheathing directiy appfied or 2-9-0 oc puefins, except BOT CHQRD 2x4 SP Na.2 end vertieals. WEB9 2x4 SP No.3 SOT CNQRD Rigid ceiling directly applied or C-0-0 ac bracing. OTHERS 2x4 SP No.3 REACT"EQNB. (Ibtsize} 4=1351Mechanicai,3=1351Mechanieai Max Norz4=83(�C 6} Max Uplift4=-83(�C 6),3=-176(l.0 6) Max Grav 4=261(LG 1�),3=261(L�19) F4RCES. (Ib}-Max.Comp.lMax.Ten.-A!!forces 25d(ib}or less except when shawn. t+141'�S- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;HVHZ;TCDL=5.Opsf;BCD�=5.Opsf;h=15ft;Gat.11;Exp C;Encf., GCpi=0.18;MWFRS(envelope)gabie end zone and G-C Exteriqr(2}zone;porch I�ft and right expossd;G-C for members and farces �MWFRS far reactions shown;Lumber DQ�=1.33 plate grip DO�=t33 2} Truss designed for wind loads in the plane of the truss only. Far studs exposed to wind(normal to the face),see Standard Industry Gabie End DetaiEs as applieable,or eansult qu�fified building deaigner as per ANS[1TPI 1. 3)Rlates cheeked for a pius or minus 0 degree rotatifln about its center. 4)Gable studs spaced a4 2-Q-0 oc. 5}This truss has been designed far a 1 Q.0 psf bottom chord live load nonconcurrent with any other liv�loads. 6)Refer to girder(s)for truss to truss cann�ctions. 7)E�rovide mechanicai eannection(by others)of truss tc�bearing piate capabie of withstanding 83 Ib upiift at joint 4 and 176 Ib uplift at joint 3. 8)This truss has been designed for a maving cancentrated Ioad of 200.OIb dead located at ali mid panels and at all panei points along th�Bottom Chord,noncancurren4 with any other live loads. �OAD CASE(S} Standard ;� i .e�;. .c.: r�: .��., .� ..,�. .�.: ��. � � � '� �� ��� � .�' '�`'� E E L �TE� T- �vE � .LE HOISTT�lG At�D RLACEMENT OF TRUSS BlJtdD�.ES � � ST�EP�TO��E �IV��C�R�S�E� RESTRAINT&&RACTNG FOR 3x2 AND�x2 PARALIE�CHORp TRUSSES RESTR%CCICStd Y ARRICJSTRE PARA TRUSSES DE CUERDAS FARALEL4S 3X2 Y 4X2 p p'to identify the ��s`musses r>o estar. :,aa=cados de r�in t;�z rrxxfo Rue ; RECOME�E3AGIQNES FARe�tE!lANT'6AR FAQUETES F@ iRUSSES J 1���?��I�,9���.r� ���r� �.gQ/����.f)J���/sJ�s 1ki'(3 m)or Trusses are not r���rked ir�n�v,�a � _ Diag��al bracing Repeat diagona(bracing f�'equency or iocatian af ter�por�iv{ateral restraint iaer�tila:�et�=frecu�n�ia2�:za1"z.��rc�nderettricctbntat:�rar � � , , y � 15'{d.8 m)` ever i5 truss spaces 30' DONT�aVerload the crane. wJ 1)Instail geocsncl bracing.2}S�t�irst truss and attacF sccurely to c�rou^��bracing.3}Set next 4 Refer to �" N and diagcanal b+acin�.FalVow the recor,�menc!atiars yarrrc�stre dtagonat temparates.Uselas reec�rnendaciones ; � ,, �� ^� - :. - {9.1 m)max. li � r � inin de mane o instalacion restriecion arriostre tena orat de ! NO sot�recar ite ta aia. trusses with shprt member temporary Iaterai restraint�see below).4}Snstall iop chorcl diagonal B�SF-�7" fpr more __�--'� � - -� - -' for handling,instal nq and temForary est a g }, , y p g 9 `. and bracin of trusses.Refer to i (os Prusses.Uea el follete ,��a de 8�,��r�Pra rr� �����... .. bracing(see bel�w).5}Instai!eveb member pVane diagonal bracing to stabilize the first tive informatian. " <"�{ , 9 -��'`���� ; � NEVER use banding to Iift a bunc}le. trusses(see I�elow).b)ti�sTall bottom chor�temparary Iateral restraint ancl diagonai bracinc�(see Vea el re4umen�CS�-87�** �` � � C_,�g� r r � f r_F�pc$I�.ln9._�.t1.�.S�.L���r�111i.y� tL�l"d�l.�'`�i3t��,to Instata�{"rt riceFtln�`_Frr+Q�re 14S . �, "'"'� �"� `� �r�ir �t�pa�te oi2n�t�d'Voo�" ?us�e�e!�_??��dF;a Ct�n�*,��}� co^Rtaca4 MA�t**'* NUNCA crse tas at,aduras para tevaratar un paquete. i�elow).7}Re�eat process 4+ith groups oF Eour trusses unti!aIl trus>es are set. � �" � ara mas inforcnacion. TrusS,=5a x**for mpre detai;ed inferma(icG;. para 7ntorrnacion mas c1�t31l,�,;,�. 1)Instate 1os arriostres��t?erra.2)L�st�te et primero h�ftss y atF segurar,7ente a!a��riostre de -_,� - w� . _ � A sin9le li�t point may be used for bundies of tierra.3 It�state los eoximos 4 trusses con restricci6r�laterat tem �arat de rniembro earta vea ` � `--�i.-= " Truss Design Dr�Uvings may specify locations of Cos di�ujos cie drseno de los trusses puecien especifrc�r , � F U f Apply diago�al brace to vartical '--_ � top che�rd pitch trusses up to 45'(13.7 m}and aba o 4 LasCate et arriostre dia onat de la cuerda super�i�� vea abajo).S)IRstate arr'iastre ��-� ,�--'' �� permaneni lateral restraint ar reinfarcen��ent far /as tocatizaciones de restriccion taterat permar�ente a . . ��� � � - t weo-s at end of cantilever antl at �--�_ i p�rallei chord trusses up ta 3Q'(91 m). d+a onal ara!os fanas de tos miembros secerndarios p�r�estab,lice tc�s prin�eros cinm trusses ` -� � individuai truss �i�e���R�+Refer tc the �CSb eefJerzo c n tos re7i2naoros rnJividuates det truts Vea ta 9 P P bearing locations AII Iaterai resUaints ���aY ,� ,,,.F r . U��at least two!ift points for bundles af top rea atra a'. p y arr+�str'e dra p r mare inf�h tig, A3!other pe mar:eny r,a;a rPs�naer* BCSF-63�"';xra r7}as rnfcrmacica Et i ,�1+�AR�Ii�G Do r,o�c�ve;laad supu�;tr^c} , (' J� 6)Instate ta r�striccicin taterat tem orat gnr;at ar�ta�uerda ir�ferior � � �� �+ � ch�rcf itch trusses u [0 6Q'(1Fi3 m and aral- (appeti at ieasf rivo trusses� • r�c�nesian�s the responsibili oP t � iciin. resto�e tas disenos de�rriostres rrr�anerrtec san 1� �` � � P ;tructu�e with truss bu�idla f�'����%ajo).7)Repita este�rc e�dimipnto cr7 gruRes de cc;atro truSses h�sCa que tUcins tos • • s a• • •� * � � '� � � le(chard trusses u to 45' T3.7 rn.Use at ieast *Top chard temparary lateral restrairt spa9ing�haii be 10'(�m)a c max.for 3x�ch�r�s� P � } trusses ester�rnstalados. desi�}ner. •• • s •• responsabrtitiad del cfis�r'�aclar det edificia. r and 15' 4.8 m)o.c.tor 4x2 chords. •• • • •• • � � � „ three tift points for bundles of top Chord pitch iAt7tt£RTEMCFk.No spbrecarque!a � � ' • • s trusses�60'(183m}and paraike!chord trusses est�udura apoyada cor7 el paquete de . Refer to�CSI-62* for more.infar�natian. y���t/P����� � '/"/►/C"M"A��/1/►� • �� >4S(I3.7 r7i}. tr::sses. Uea et resumen BCSI-82,�*�para mas ir�farmacion. a� t1 1Jf��7!J'�� Ld�(� ;t.. �' �,���`i; �I�A�NYtdG Th�e cdhseGuer�ces of ifi�"h�zL�� � (�anc�€ng,erectir,�,instaly�g,._st.al��yr;�r��� �-�� �'uecf�usar uR sato lugar de tevantar para^a- � Fiate tn�ss bu€�d(es in stabie position RESTkAINTjBRACING F�R At�i.PtJlNES OF TRUSS@S � E",� Tol�rances for OuE-af-Plane. Max,Bow Trus�twuu�t� and bracing caw+ie�.�1i mr+colVaps�of the • qu�tes efe trusaes de la cuerda supertor hasta 45` /�F,y7'}{���IpN/ARRIOSTRE PARA TQDR3 f'LANOs�"DE TRUSSES Tateranci�s para Rrer�-de-Ptano. � ' ' �� �� � � ����r�cTure,or warse,serioGs personal Ti��ul�+• y h�usses de c[terdas�ar�atelas de 30`a r,�enos. P�S�t�aquetes de trt�sses en un�s posrcrcirt ��� � ft� �IR'• 125' � th. �� ��� Use por to mer�os dos puntas de levant�r con estable. � This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses ���ngtE,� Max aow ( t9 mm 3!�R, � •sai(�� •��• s���s• � � grupos c�e trusses de cuerda superior i�clinada (PCTs).See tap of next ca(��mn for temporary restrainC and bracing of FCTs. - � • ��Y'ir �' •Zl�` �4���• � �:�__._y....._:�� ��-�- !mm 0.3 m 22�nr+F 4.5�n � � ����d��'ERFEFI�l�+�t�g�t�tCactc d�a�r7�'�n��, hasta 64'y trusses de euerdas�Zaratet�s hasta � Fste metado c+e restr,•ccion y 3rriostre es para todd truss�s excepta trusses efe cuerdas par:�ft�tas --'Max�ow ��'�9��'-"�" � � • � �. •��� ��.r�• � tevantamlentv,rnst�tactpn,restriccicin y ar=-+sotre ��, 4S'Us�por to nae�os dos puntos de tevantar�ean qrupoa de trvsses de cuerda superior indir?ada � FC?5 3x2 }x1.Uea!a'arte superrvr de ta calumna p�ra ta restriccrbn arriostre te�n r af de PC7s. ��x�o,.� ( ) Y` �7 Y P�'�� � � ; 0_6 in '2 mm 5.1;n} •incareecta pue�ie s�r ta cari�a de la�s4'r�cftr?"ab ?� mas de 60`y trusses�fe cuerdas paratefas mas de 45' � _�� • • • `�""' � k�. , :..-�.-.V� � � s 3#" • 3` 1-4f9" 18$' •w s aYJit�eor,herido�o mu�rjas • • � , � �;�.. 1}TpP GHORD CUERAA SUPERIOR ��� < �engih---------i.;, � � Piurr� 19 mm 0.9 m 29 Nrm 5Z� �i.Zti�"t,�',Exeicj��care�vhen removi+�9 • !; MEGHRNICAL HOISTING RECt}MMENDATIONS P4R SINGLE TRUSSES � ��`�"' �ti���{ �ii� `a � � � ��' ;? ; ° � �iine� r�� a� t-71a 2o.s' , , t� ���������`��� w�� ���`� To€eranC2s for � 25 1.2 m) '3�R4m} 8�3 7 •�+bse�c;g and handling trusses to aveid• • �� RECOMBNDRCIQ�IES FARA LEVANTAR TRUSSE57NDIVIDUALES ` `'` Q � • y' • • _� m � �, ���� ,,,.. .,a. ,'����Sl�s�`� ���"#����C�...,t.,.� �P?�������"�:' Out oP Plumb. �-V4"• 5' 1-;iiE" � dam�ging Crus�����r�ver.t Injur�.We'�r � '� � � personal prptecliv2 equipp7ent for the eyes, I���� 1 e ��P ka�Q 16` 3 m a.c.max. �/5o max.�y 32 mn� 3s m n� 7.0 m xeet,hands and head when working wfth E � ' � llstng a single pi�k-paint at the peak can damage the truss. t } Folerancias para � � �� (91 nl} 1-1f2" 6' �-9(2" 25-0' E Fuera-de-Pfomada. trussea ���� ( . � r Et uso de un sofa lu ar en At ie�para levantar uede so'o�iess �- 38 mm �.9 m} 38 mni 7.8 m 9 R P 30'(9a m)- 8'(z.4 m)o.c.max. �-�ra�� r 5-a�a° 2s.2� hacee dano at t�uss, f�'"`� 95` 13.7 m �1C���tY Utittce caueeta at qc�itar fas atauuras _ - �� ( ) CONSTRUCTION�QARIN� a5 mm� 2_��,� as�nn� s.s n� o los pedazos rle meeat de su�etar�ara evrtar dano a i� '� _��` 45'(13J m)- 6'(1.8 n�)o.c.max� CARGA DE CQlVSTRUCCION 2,, z& 2" �a3.3' ", .� -- . �,� t._,_ 7 i � � =`"' °- . 51 mm ('-2 4 m 51 r��m 70 n �r; �os teusses y�revenir la hcrida pers�nat. Lleve ��.�� ^ i �ApE�px �;z_,, 6Q'(183 m) � ��` - � ��� �russ ie��tr, � i (�} DO NOT proceed with construction until aiI 4aterai el equipa prokectivo Fec4anal para ojos,pies, -=-� 1i -. � �� 60'(18.3 m}- � , s�!LJt',5.�'t,1 Use 5�<,.� rt���t�fltidree ;� '�-� Tagrne 4'(1.2 m}a.c.max. resffaint and bracin is securel and ro ert in I manos y eatieza cuanda tratraja caF�trusscs. � � --�i=._ -. A, , rRusses uP To sa�Cs i m} _ g� y R p Y p ace. �\�,,'y ���y," speeial care in curdado especiat en "� '� ;" fausses r+asrn so ries ; 80'(24.4 m}� �ti , 43 windy weather or dias ventasas o cerca � NO proceda con ta construccrbn h�sta que[adas(as restric ��� � near power lines de cabt�s etectricas o � Araen `Consilit a Registered Design Professional for trusses longer than 5Q'(16 3 m}. cior�es taterales y 1ps arrlastres esTen cofacados en farma maaeriai tsa�gnt � �ocate spEeada�aar �a.�3�,� 'C:tnsw�fPe a ur�Profe�sionat Reglstrac(o de DiserSa para tr uss�s mas `� , �proplacla y segura. and airports. de aeropuertos. � � ap�„E o�suiroack o.c.max de 60 pies. ` � ,/ Gypsum Qoa�a 5r(so5 mm} •. , � roia�neig�,r �� �� � � � QO NOT exceed max mum stack heights.Refer to BCS�84 * �� '. � . -�,; <<M. � �oe �. . �����. �.,,�e�� � < �-.... 1��' `0 See BC§I-�3***for TCTLR options. �� far mpre information.� �triuooa a�058 �s��tao6 mm) ���, ` � \ ��" r� ` ,.�-�:�-�� I -,- `..,� i "� � k�ea el�CS£-6,2*+*para tas apciones de TL7L.R. x�'-�.�,���� ���'� _ �_ -_ `� � x�5;.a��,-._� �„` ,�� __, � i , y'y ��;�., _- fJ excec�a fas aftur�s ma�lmas de montor�.Vea et resumen �spr,a�€sning�es 2 ou�a�es ��i �'"�.`:, II � ." : sRteado�aa�t�z co ��i ; � i ? �� ., �I__�� ��'���\ ���`''�-��.� SCST-8�**�` ara mas lnformacibr7. `�,w,- `� �L ��� ��� ` � Spreade�bar� � t .- ; �� _ -'- I fteFer eo�csx-�� eo� ' � �^.� � 2t3 truss lan9th � 1 � I"- '� xe:x "" � � .Y � /1 F . e�lock 8"(203 mm) ia i �,-� � ` I Spreaaee bar 213(a I - 7�1 Coocret fUr l�u�s 4���e iRUSS€5 UP Tp 60'(18.3 m).,�a„ I/ -t-- --r � �. ~ � \. 4` � TRUSSES NASTA 6�RIES � 3!4 VUSS IBnglh i �jclb�4 E(7(f F('afp�I'ESk(dit1C�11C�,C1111�/ � ��� "��+:`�� � ���.`'� ({ � ( % � ��, ` � Glay Tile 3-4 tiles high H".^e ��� � � Tagline � �EIPifE�fG21riERtll'if01'I11dtlOtl. . y� t •\' . � /� - -,,,�, EI EY(!E � ' TRUSSES UR TO ACFP QV�R 60'(1&.3 m} M� t € [ t``L �� �_�,X,�u `f TCT�R � � � 11s\idiw \ � � � . ' �-<-- rauss€s rsasrA r saeRe so Pies -�^) Para informaeron sobre reserrccront � j ��, �� � � � ,� , p �. . .n ' � /{/�J �'G'��/�`f�r��,, arriastrelrefuerza�ara Armazar�es a , � � h �: +'�••�� f m�,t r�� � Hold each truss in Rasitian with ti�e errectian equipment until top chord tempara�y laterai restr�int , N�stiales vea el resurr�er�SC�Z-Es3�** NEVER stack materials near a Eak or at mid-s�an. �, � is insta€Ied and the truss is fastened ta the bearing points. 'J iQ"or�� ,,rr � R' • Avoid Iaterai bending, � Note:Ground bracing not shown for darity. / MUPoCA amantane los materia(es cerca de un pica ` Evit�fa t7exren laterat. � Use proper rig- Use equipo apropracso Sostenga cada truss en pasfcion eon equipa de grua t�asta que ta�estriccidn laterat temporaf de ta % Truss attachment oinc�and hoistir�q par�tevantar e euerd3 superror este instalado y et truss esta asegurado en toe sr�partes. � Repeat diagonat braces for eaeh set of�trusses. Eequired at support s} � p{��}pT overload sma4i graups oF single trusses. ;� i � • The contractor is recpo�sible far equipment. improvrsar: Repita las arrfsotres diagonales para eada grupa de 4 trusses. Sectian A-A NO sobrecargue p�7uen"os grupc>s o trusses indivfdcrates. properly receiving,unlc�ading and storinc� INSTA��IITION OF SIRIGLE TRIJsSES�Y MAND 2)WEB MEM�ER PLANE-PLAPdP DF tfl5 tfZEMBRQS SECUIYDARIO.S � p�ace loads over as many tre�sses as possibie. � the trusse}at ehe obsite.Un�aad trusses to RECQMMENUACCIONES L)E LEVANTAMF�NTp DF TRU5SES ItYDIV%QUALEs'" J e Cotaque tas cary�s sobre tantns trusses como sea smootn swfiace to prevent aamage. FQR LA MANO T"ERIa!REST IPII'$t�IAiGd(1AL B CINCa ARE posrbte *ti�%4:, ��t EI eontratista tiene la respo��cabitidacf de < fq:-_ �f��}a j(v��{)�'�'kQ(+j'T �_a� ��+E' b' , recibrr desca�qar y aln�acenar adecuadari�ente � Trusses 20' .-� t - � � Trusses 3C1' "���F` SS`, �" � Position loads over laad bearing walls. � tos huss�s en ta obra.Descargue los trusses en �� ,:�� f-'�--�''` ' eL.4 14��TRI�CZQ@I LA A`�RAL Y�!ARRIOSTRE DIAGOWAL Co(o ue�as eareas sobrs tas aredes sopartantes �'a � (6.1 m}or � (9.1 m}or + � `� -' P . l, ta tierra lrso para preventr e!dana. � less,support � `'�� less,support at ,i �-="� E� i $1��i.t M(/}�IMPQFZT�NTE�� �_,�'.'..` "'�"' Dlagonal I. �[,TERATIdPIS-ALTERACIQNES 1.._. ......� � :Y; „ � near peak. w quarter paints. ,�,. �s ; <� {�bracin9 ��R so � cemen iruss bracing not sno�.m�or c�ar�iy ..y . '. .'. � . j � � t .�;h .�ti T�E,ss htemberiiea �- 2x tGLR # efer to . * „, '� ,� n w ��- So�or�te � , Saporte de � � � , � i' ...: �,. ,. . ' .__ , , 'Es _ ��S`.��.� ... ..'`�:;� ��� ' `� ,....,�:.��� � R P,CST-€35**� .,. �., .. -'" . ._ �,�, ti� „�- cerea at pim .. __ .. , los euartos . �e ,.. �, �. .� , � . Vea et resumen BC57-E�S.�*"�� �:� --"-' ��� �'` �a � ^' `��� � tUs trusses de tramo t�s Trusses u to 30' Web members � ,�-F�� "� �.� ��='�� �� ��� � �„:ti, � � .- � � c � �„??,�r ,� .�- Trusses up Co 20' -> t- P -l► ` � � � DO N4T cut,alter,ar drli any structural member of a truss unless �f� ' -' '� � " de 20 pies a 6.1 m trusses de 30 (9.i m} �`t�-� " ��S° � � �.y � ( } � � spedfically permitted by the truss design drawing. �'�� "� D9 NOY s[ore NO atrr�acene ri�enas. res o menas. Trusses hasCa 3Q ies � ` �� � � ���� "" � � ' (� Trus�ses hasta 2Q pies P R �- .� _„ � �":' '��, �,},�_ . unbrated bundles verttc�tmente tos ��� ` � "� NO corte,alter�a�+erfore ningcin miembro estructural de un truss, r� �- ��. �- . - upei ht trvsses sueitos. p p�/ p� /^� -'^^,-�.� � �`' �\ A a mar�as 4ue este�spee�'Frcamente pErmitido�et dibujo rte7 diseno �-- t�.� Trusses may be u oaded d��ly Qn the 9round � i T���"� R i ���� ��� QC � �I��.7 � � .�-�� Bottom .' det Eruss, .. . at the time of delive or stored tem oraril in p �+^�p }pq/�/ {[ qp �^ /� -�^ /�/^��/� chords e �`1 P Y � (��r7[R����[V/� [ filS.��QJTR� 1��i'VRM� ���''� y�` Minln�um2'2x Sca�blcck � . eantact wiCh the ground af�r detiuery.If trusses �\ � cHntered over sp!ice.Anach Trusses that have been overlaaded during cor�struction ar altered without the Truss M�n- are to be stored for more than o,ne week,p4ace Riaganal braees to CLR with miniEnum&t&G ufackurer's�rior appraval may render the Truss Ma�ufacturer`s Vimited u+arranty nu�l and vaid. bfocking eF sufficsent heiqht beneath the sEack � Refer ta�CSI-�2***far more Top Chord Temporar� every SQ truss spaces (a-�35x3.5"1 nalls eacl�side of trusses at&'{2.4 m)to SO"(3 m)on-eenter inforn�a6an. 1 Lateral�esfra�nt � 2Q'(6.1 m}max. os spiice or a,s�ecified'oy the £ru�ses que se han sobrecargado durante ta canstruccion o han sicio atteradas srn la autor- ,� SQ'(3 m)-iS'(4.5 m)max= �- �ufding Designer fzaci6n�revta det�atrrrcante de 7r�sses,pueden hacer nufQ y sin etecto ta qaranda timftada del (o.f.�, �� �ea e1 r�esumen���I-82*`�*�para mas+nfor- `� � , {TCT�R) ; 5ame s acin as bottom Note:Same cfiord and web members I Fabricante de T�usses. ; q 2x4 min. P 9 SECTION A-A tos trusses puecfea ser descarq�dos directarnente rnaciot�. � �, ; ehard tateral€estraint noF shown for c(ariry. en e!sueto er�aquef r»on7ento de entr��a o ,°�:^'�� . '..' : � ` � �� `� '�^ a7macenados temporatmente en cantado car.el ..� Loc�te e�round braces far first tr�uss�irectly � -'"�� 3)�4TfOM CHORD-CUERPA fNFERZQR �� �� �''� co�vi�a�c�n-p;�ein�a�Mot in+s�me�r��s��s�cir,d s�rvcomro��suu a rteg�sec w oes�a�a��eessionsi ea�ass�sca�ce. su')o despues de entrega.Si tas trusses est3ran in Iine with alI rows of tap chorci temparary �� �� ���� � 7russ uardadas ara mas de ur�a semana an �����.. � �n. ����.... �ateral ResTraints-2x4x22'ar ;��„�-' �"'P�. Uember nore:Ti,e�euss�man�tac�u�er a�,d truss�es�9ner reiv on�ne�resumpta�ma�rne co�tEacro�a�d c�ar�aue�aro�(�t aa�iicatie}are g p ,p .qa iaterai restraint(see tabfe in the net co u } � . bloqU8dl7do Cle a/turd SufiCieflCe detr35 dc'fd pitd '�. ��� g F�R �� �� assis(an�ce�n some as capa�e�ry�[o�u�ndertak�e the work Ehey have agreeii ta dc on anx 9�v�'°RP ent.if thThe n etnodsan�d�u ocedores DQ NRT store on Mp aln�acer�e en tierra ��� `� reater!a ed over two trusses � Colc� ue tos arriastr�s de tierra ar�a�t rimer =90' pec u�oi�c�,i�sr,ou�a seek ass�sta�ce r�om�com PaMv de las trusses a 8 hasta 10�ies en ce�ltro(o.c). �9 �' P or ClR splice reinforce- �. ���"'���`�'...,, � .,��Note:Some chord o�u�ned i�tnis da�mear are�n�eoaed to e�s„�e[nar rne ove�aii m�strucno�rxt,niq�es empiovea+Yiu p�rt n,e o-usses�neo Riace snFeGv. (�( uneuen groui�d. desiguat, truss directamar�te en Gi�ea car�cada una de ���-� � `^� �� ^-� �.,,�' rnes�rec�mmenaa��o s e� naomto�,��staiamq,�esr�ami�a�a ar c�u�er�sses a�e�ased u� me cooensve e�pe�ence ar�e�dmy t�J Por trusses stared far mar8 tl7an orte week;ca�=•er . ment. �.� * .�,. ,,.,;:. i and web member5 �E����y�invo�veo v�m tru5s des;gn,maouractare and mstaitatron,nu,must,due to the nature or respcns,b¢;ties tnvoivea,oe pmseneed �,. ,� ��a�.. ,..i ��14'�,i���.^ „y� . �d5�tld5 G'2 fE'5L(lCG7Ckt7 Ia'CGf31 fC:l7tpf}�'d��2/d .. �0�0�} �.��"„„ ",-". .,�'.^ .,.�.....�..,_�;`.,7"" 't�Ckt SIIOWt}fQ{' ' oNy as a GJIQE fnr use by a quatiFed buitdirn�desi�ner or C�ntraeto�.iP s net'r,tende�,i"�ai these te:.ommendatbn5 be i�tetpreCed as bu�dles ta peotecT from the ern�ir�nment. d � � h f3race first truss �... .�.�,�,... �� f ° cuerda superrar(vea la tabla en ta proxima s�� !clari . suceno m cfi e aurdr�,4 aes��er^s des�qn sa��+c�c;o ro�na�d�rnq.r�sea€img,Fesc�a ,�a„d a�ac,ng c�:,sses ar,a i��s�oc�reciva�tne �. *Q--�-52CU(BI�/b8t0�8 . Ch0(C�S � � u>e of otlYer equtvalent meG`�ti for resYra mngf���cing and Frovidin9 stabi€ity for the vaiis,coNmns,t�aors,racts and al(the i�terrelated Para trusses guardaoos par r*�as de ura semana, columnaJ. . c;`��;-- ~ ;.`.�'` �:� cubra tos paquetes para protegerlos de!arnUiente. � erection pi additionai ��_ ,� ,�. ti.� ,. � f,,-'� stfuccu�ai b«ad�nq mmPo�e�cs as dece�mined try me co�c�aao�,rn�s,sacn a�d rrT ex��essry a��sciai�„anv�s�a�s�ba�ev fo�d�maqes a. �4 t,�� . �} �O NOT lvBEk On t u55e5 �,� ..,�� �� �� �/ a�is��g from me use,apR�ication,or reliance on tne remmmendatians and�nformatiom m�taine6 hereln. Refer ta BCSY**�*for mare deCai(�d infor�natiar �. � � unhraced trusses. � - -�►-,- �` �,''f / ��� pertaining Co handiing anci joi�site sCarage of ,..TM.� .�:. �" �'` .. trusses. F, r'F''D+agana4 braces every 10 �i�� ��■ M � , � No earr�tne en trr�sses ���� ��� �'�'� '� � � truss spaces 24'(6.1 m)max. suetfos. �u '+c� ! ' " ' ' wouatxnsscau�cn TRUSS PCATE INSTITUTE Vea al fat[eib�C.�SI**'*pat'�intotmacidn atds detat- � � &300 EnEerprise lane•Madison,W2 537I9 2t8 N lee St,Ste.312�Aiexandria,VA 22319 lddd SObre e(mdneao y almaceriddo de fos tnrsses � � �' � 10'(3 trl}-1S{4.6 m)maX. � 6p8j274-98q9•sLcindustry.com 703j683-1O1Q•tpinst.org en area de trabajo. ' ..,, ., � �� ,r�. .. . ,..�,.ii: " �,... .i „ .:. t. ,.� i.. .,t .,, . .t li �ay. 4.. � ,., .i:-, ,�.'. -... .��. .�,. v. . ��, �.� , :,.. . .. .. , , �n :, .. < ;, , ., \ .. „ ,., ,. ., ,. . .. ,, y �y �t .: � . ,...a..v. ...i> �, ....,. i ,,.t ';:. . �, .,; �, _. , ,�,. ; , �. :.,. ; s' , � ..,. , � , � , .:. r � .:'� �' .�. 'fi n i� ti.. 1:, 1 :�: �. y, ti<< d � 1 �;. v l l 4 � � � ti ;' � ,` t ; � i,,, � s t'�;z � � ,,: Y. y , ;;` e' `�t l ti ,• , 4. 7 � . � �, r� , � t , f . . . �. � . �. . . ,'i A.�.,, �, � , . � ,1�N�1ARl° 1, 2009 W��3 �RA�IN� R��C���IE�C3ATIQf�a �T-t�1l��BR��� _ _ _ � r�Er��r�,d�;s��;�s,unQs���te�a�r�o �'age t of 1 RAA�(IPt�IJ�TRUSS WEB�t�RCE(tbs.){S�e noae 7} x�sR&GE ...' _-' .W�...__ 24"Q.�. 48"C}.�. 72"C}.G. . �v s�z� _ __ _ BRAC(N�MATERIAL TYAE �RAG((��M�TERl.�L TYPE �RA�!'�"'SRR�kTERIAI.Tl°PE ' lStEiT�k IrtCfUStrieS,I�te. A B C C} � B C a p • (;w a s• �o o e o• ' ! : • • • . . _; r �•_. . -_. ar: _. � . 10`-tl" i6tf3 t886 18$6 �8�9 • • • • •sas•s er:• •w•ao• __ ; _ . _ i . _ f2'0^ i3�€2 1572 t572 235& 3743 3t�3 �'�t'�t��"� 47f5 • 7Qy�'�we�ra ! ; . - ffi��,.� � __,�. . _�._;_ . �. � S 4'-4" t S 50 t 34? , 1347 2021 e • M M���• ••�• • �ewso _ ; _._.___ s • t�`-f}" 1C106 t!?9 1i79 S7fi8 2358 2358 +'�3y��s� •t���* w:��s _ _. __ __ ; �+�_o.s see.... _,��Erey 18'-0" 894 t448 iG�8 t5?2 eoeeRw• 3743 � , 4T#5 �,e __ _._ �, _.� �. j_. 24'-0" 8(}5 943 943 14i4 1856 i S86 � 2823 • •• • •'����a • • s 'Bay size shalE be measured in betwean the centers of a palr a(diagarrais or x-braci�g. '" • • a��""�� al i • 6 f S : GENERALNOTES + TYPE ' BRAC I(1#G MATE RIALS , Ga�cN��ac��c�s r��c�u�ea ra rftarms�Ea xHe~ur�w�nrcv�t.,�rEr�at a��c�rc7ace wro rH� � r,c�ar�can�r�cEku�c��u.acrR��na rt�e awat��act�ts rca e�cEsu;r,Eo�v n auai.��o P tP{ �}a ', , PRC�FESSK7NA4. �'. '�,.... . 1 X 4(N[3.4�3 S�`R 2.i NES€CAI.^.ilL,ATK}NS ARE BR5E60N UFERAI B61ACE Cr1RRYPNG 2h;C�?HE WE�F(?R:.E. � 'i A �� .QR. 3. U!{C>ONRI @RACit1G FFATEt3 WE.h�U5T BE SAh�SQE AND GRADE t7R,EE7't`ER.A3 FtIE iATERAL HRACE .. ',... f3�A7ERWi.A,UO SNALI 6E WSTACIEt}Uv St;CN n ktANh1ER?NAT 17�ttERSECYS WEFS 4�,UF3ERS ' t X 4#2 SRE3��Q�,HF.SPFj AF APPftQX.4S E3&GREES ANCJ SHALL BE NAtt.ED AT EACb ENE}tu'ap EAGN du'tERM�CdiTE FRUS$\^71TN 2�BG d ' t`Q-r�t'X'_5`3�GW tx*i BCiAC@9.2-;o�F(O.i3=`x 3'�K7R 2�.1 a:rd 2�ORAGE`S.ANO�-1Cki tG.t3`-`�3"1 F6R�.5 BRACES. {.. _._. _..._ ........ ........ ....... ._ . 4. CONtvECT LATEftAI BRACE SO EACtri TRUSS W4TH 2�9tl(b.!3','X2S'}NAU.S FCYR FrF t�ATERAi.E#RRG�S. .. . g.•Cxf,O.a3�'>3'}tiAELS F4R 23 end 2xA tkiERAI 61�Ai ES,ANU 3-�t�c(fJ.k3?'k1 7 FtJtt 2x6 C.AtEF1Al E3�nftES. � 2 X 3�3.STD.CONST�SPF.QF,N�,OR 5vP) s, �aF€�ac aaac��ou�o e�ec�rr��,uous ar�Q s++uuco ov�r�tA�ar L�sT ons�Tauss�n�c� FQR CQlaTAtiUiTY. .... ........ _..... . .... __. ...... ...... 6. FCA7 dDQ(TA3NAl GtllC?ANCE RECd�ftGtNG DES�N ANP WS7ALi.ATkJN OF E3RAGkYG.CGY�'$Uli �. � ��: 2 X n#3,S76,CQPlS7{SPF,QF,ffF,OR SYRi cse�ss c�a�O�a�v aaaC��G or=r.�i,,i..�..,�r�cc�Ecr�o+utx+o rauss�s�:yo sc:Si,�ca ', GUEC�ETO IXXX}PRACi'E�EFOR HPu`iGLINCx,lIvS7Af..tp`J,+"a&BRAG�VO OF AFlEPAC('tATE C�MNEGTEQ '.. - WCX:}Q TRU5SE5..K79VTCY PRODUCED BY Ydt�?i7(7 TfitJ$$Cp4)NG�.Of=�AMERN:A a::d iRUSS P1.ATE IhSTITUTE. ..... ,... ...... __.. ..__. _...... ...... _.. anwr woedtn�ss com artq wmv � . -�ax:aug �} 2 X 6#3 QP BETtER r6PF,DF,HF.QR SYPj , PEF�R ro SFEG��C rAuss��s�;�o�aw�c�tx�wE�?�,E!.!a�a Fa�zc� �� � 8. FkBtti.>TEQ VkLUES RRE 5ASECi C�+�A EN�_=i.ty FCiR STAB4LfZ�R�: .�.''.., FQR A SPAClNG 4fi 2d'O..C.CN�Y.MlTEtt'SFhS!(.iZE�'tAUSS 9�,ACING SYST?;MS(:AM SE .. I, St:96TRti.?E€?F4`R?t`PE d..B.C ANp O BRACING!.4A'ERlA�GRQS6�'AACINt3 FQR S7ABff.IZERS �. '.,. AAL'-i C?6E PFtkVE!'ED A7 r1AY S4ZE tkd#?ICAT'cD ABOYa,:.WNuflE DIRPHF.AGhd SRflCIfiG IS RE(7LIlRE� . ca '�, AT PITCH BR�AKS.Si kBtkfZERS MAY�?E REP��eEb W17N WtY]p 6k�CheVG.5EE'STA�4tiLER' �. ''�, 4Rt�59 BRACiNG INSTALiAT?CStv GUtDE Ab0 PRL��:1CT SP£CIFiCA3tUtd. ..... �. QIAGON,4�BRP,CE "' �_ .: .� _ < i.� �� � � r ' ,, , � � .� ,�M . _ � ,��� � A►.. � ,•`,� ., '` " ' � i� �6NTiNUOI;S�.ATERA`� �, ,, �- � > . .�. . _ ,�� - . _...&�tA�E � t� 5 k ; # � . ,."� „ { .. S .._i . :•. .. � � J}� � ` � e.. - i��p .. ... 2'TQf��`�f���..�T. P �.� ...../ t�� �� � iS������dj r . � d _ � �1 y �_ � i � t � i � ; j���• µ,� ;J _.- � ; ; , ,t � �_ . ' ,� . � �. ' �tststi�et�� 1� � � �� �� ��� � ���� p�a � . � � �t�. ;� -r ��:� � � � �`�����' 'G�.� � �"�����,� � .��`g�°`\w� �"�,.��•e �`, ; Horizontai Slocking ,� �O � � , � �' . e °�' � .� ,_ � ,�, �, x-s�ac�r�c{��e�u���o�=a�rz°c.c} � r. FOR 2�"AND S$°C C_S_[,NGCE D1Aln{}t�tAi.€6��`.k1�FI^u1�NT � � � �^�.�m {4aw�leg af X-bracing shawrt da�h�tt tor draaing clarity. �q�,�SS wE8 ��i !€'+t�w" This Ieg wit#requlre horizantal b#acktng M��tBERS ��y�q�� � ,�,�a� e�e�R ta Fhs top�nd bottoers chord so it attachmx to the beace plane.) ,a, d�, ��^ • p�_ �, � ,�` ��„ _ �r. Thia in#orsnation�s provided as a recarnmendatior�ta assist in the o��a`* f*� �k,.• ,� ��� re�uirernent fQr g:�rmaner7t 6r�c#�g of tha iradivsduaf Feuss web ��� «�>. � � � ofihe o erail�oa sy seni t The elh�od shownj e e Is�ust o eiiity ������ ���r�������04� a� �� n�etht�c3 thai e.an aa used ta pravide s€abili€y ag�inst web b�ckfi�zg� , J�NUARY 1, 20Q9 ' T-�F���� / I-�RA�E �ETAII� ' ST - T-�R��� , �#; �.AR�€?k inc4ustnes,cnesterSieki,tvt0 PagQ 1 t7f 1 �Q�B:�-�P'r"iCiYt{�r' �-�Cr�Clfl{��C3 f38 USE�'t�W�i@tl C{31��ICl�fC}U��3�E.'C1��fic�Cttl(�: is impractical. T-�rac�1 i-Brac� must cover 9{�°f�c�f w�b{engfh. I �c�t�:This detail NC�T�� be used to c€�nvert T-�race! I-�r�ce .•«••« _ � � ..:. .�,... ��T�k Irrd�,str��s, ir�c. web�tc�csntinucaus 1at�ral brac�d web�. . . . . _ _ _ .� . . .. . . . _ . _ _ _ __ _ . ,_ _. __ :_ ��I�[i�(� �e���C(1 •r�ar*• •�s• e�sas• •Esaa• �Cr'�C�'�'a1Z6' • o �f-�raee si�e _ Nail Size Naii Sp�cing ', �o.. far C�n�-P�r Truss�•••aR 1x4 or 1x6 i0d �"a.c. °.�.�� �:.... .....`; 2x4 or 2x6 c��2x8 _ f� ${,�.c. r.r..a R�cifie�i.�QntinuouS.:..� + F�ows c�t���d�lE Brac� .. o. �., Note: Nai{ al�ng entire lengtt�af T-Brace/1-Be�ca Web Size *•,�«� � __ !._ � __ w s (C�n TwQ-Ply's P�1ail tQ �Oth Plies) _ _ � _ � e• ._ »�oso'o ' 2x3 ar 2x4 , t�(*)T-��C��?c4 (�) l;Brace, _ . . r � ._ �b..+: 2x6 •�x6�(`} T-�����6 i-Brt9ce � �� 2x8 ,2x8 T-Brac� 2x8 f-�race Nails __ _ �iZC� �Ji2@ ' for Two-Ply Truss ' Specified Continueaus •; Rows af�ater�l Bracing ,.- SgAG�tvG WebSize_ � _ .__ � _ 2x3 or 2x4 2x4 T-�race 2x4 I-Brace WEB V 2x6 2x6 T-Brace '2x6 (-�race , `. 2x8 2x8 T-�race 2x8 I-�race ._. s- ` _ T-BRAGE ,� ��t�4�itiE�ft,� �O�'�,�`` � �#'��d ��� ��.'��`��� 1������� ����'�'�«� . �,•'i�"' ��'�fi��. . , E�Pa � . . . .� �, � .* - ,� • ' , . � , . � , . � � w , . � , � � : � :�° i � ' � ..�e � . ; pg�f.�� : a �°K Nails � Section Da4ail � �' � �� � �"",,�,��•� � � � , y"� . �p&� � � T-Bt"c'�C� ������i �� ���.'�������� � -' �� _ � r� � �1t���»�°��,�� ' �, ';� ���fatidt����"� �� Web .�s' tva2�s T-Brace 1#-�race must be same species and grade(ar better} as web member. � ("} (VQTE: If SYP webs are used in the truss, 1 x4 c�r 1 x6 SYP brace�m�st be stres� we� � T �-�C�C� ' rated t�ards with design values that are equ�l to {or betker}the truss web _ design values. For SYP truss lumbee e�rades up to#2 with 1 X bracing material, use IND 45 for T-�race'i-�race' t�a�is ' ' For SYP truss lumber grade� up to#1 with 1 Xw bracing material, us� I�lD 55#or T-�raee!I �race': � <, ��'� F�rE Dallas Tru�s Company, LLC. � ,�"��`������ ..� � � ?�35 SW 44th ST �� �� �. ,� ��� F �L�,A n�a��,►, �� �s�s� � � ��' �. ¢ ��� Teta (305} ss7-6797 .�- _ ��.. � F�x; ��os} ss�-o�s2 �'� : �������� . � �SEDEN�E Slt� l�t�+�t'�71�t1Ot1: Project Customer: Lf1TOlJF2 C}ESI�N & Job Name :NEW R�SIDENCE Lt�t/Block: Subdivision : . Site Name: 123 N� 99 ST. SEte Rddeess: � � ��az� ,�,�n ,� � � � � f�lAfV(! SHt�RES St���.�7 r , � � � �: {'�&��� ,�ii�Yt}�,t�:`���1 l z1� �z '��` 5`� s� � t� t�c��t��.� 11. � ime � � y�'� ���v "�xl�1�i}n y�nti 'z� ��T . i..� � 4� 1r k� � ` �s ���� 2§v.�.til�i2 'v,a;t= �� �A`e� r��l g}� �`x 1 t§��� �� �k F; k � �:�. , ��t� a,;a �Z�,,a..^" 1 �n,?� t � . �� i? � F � n�,.� a�a �.�.,�� �,r� ,n„�, r,..�,�a�, o.,� Gener Tr : rtgineering Griteria 8 Design Laads (lr�dividual Truss Design Drawings Show Spe�ia ding �onditions,�. Design Code: FBG2017tTP12Q14 Design Program: 8A2 Apr 29 2021 Roaf load: 55.0 psf Floar Load: PI(A Wind Code: ASCE7-10 C-C far members and forces&MWFftS for reacEions Wind Speed: 175 mph This package includes 19 individu�l, dated Truss Design Drawings and 0 Additianal Drawings. With my s�al affixed to this sh�et, I hereby certify that I am the Truss Design Engineer and this index she�t conforms to 61G15-31.003, sectiQn 5 of the Florid� �a�rd �f Professianal �n�ineers Rul�s. No. Dat� � Truss ID# Seai# � --..� ,,�.. 1 12/15t21 �E"G1 AOQ&5297 �����.��;_��� �,� 2 1?115121 FT�2 ,40Q&5298 � � � ���a � ��� °� � � � � d� ��, � �� � � �,.� 3 12115/21 FTG3 AOQ85299 �'�� . ����;� ��� ������ �� � � �. .�° �� � � �� �,* 4 12f15121 �i'G4 A008630Q ,:� •` ���� . ��m. 5 12/1512� M1 AQ085301 �� �r a ��" �!�� �� � 6 12115121 Rh3 ROOSa3Q2 �� � ������ ,�< � � ' � � tr � ����*�� 7 121'15/21 M4 AOG85303 �� � �� � � � � �`a� � & 12115/21 M5 AOQ85304 � � �' �' � �� �� �� � �� ��� ��� � ,�� � �� �� �� �" " K , " � �a� ����, = t N 9 12f06121 T1 A,0085305 ,�`�' �� m� 10 12t06t21 T10 A00853Q6 ��� �� � �� +��` �� �. 4�� 11 12/06121 T1A AQ085367 � � �� � . � �� 12 12t06(21 T2 AOQ&5308 ��� �� � n�'����� �'�� � 13 12t06t21 T3 A0085309 ��� � � � �� � �� �u �� � �tt � ��r :� �°- �u 9 14 12/06121 Tq A008531Q �' � � � � � � � � ""`� 15 12ll36f21 T5 AQ08531"I � � ��'• � �"' �� ''��� ,� ����.;� ��'�� . � � � ` 1& 121Q6t21 T6 A0485312 � � �� � ��� � �� � z ,. �" � . . s� 17 1210&t21 T8 A00&5313 ��� 18 12l0&!21 T9 A0085314 19 12It)�f21 TSGE1 A0085315 The truss drawing(s) referen�ed �bove have been pre�aared under my dir�ct supervision based on the parameters by �e����YtE°�r �� Ar�h, or ENG of Record using MiTek 2012Q software. .``* �'�.•.• fr «''c���tiG� ���`�`c��'�d .. '��:'� ��`-..c'� Truss Des�gr� Engin��r's Nam�; JQse Martinez, P.E. "�.: ""° � '�,�� 24 � 5th ST, Hialeah, FL 33010 {Florida PE� 431509) � � � � »-�: .�� �°�a'�, s ��'-e� fir,� NQTE: The seal an th�se drawings indicat� acceptan�e of �"����'',.��..�a��i���.•� �ddy8.'����1-��t�~ prafessianai engineering respansibilty for the truss d,�d���a„�.��� compon�nts shown. JA� � 2�2� Page 1 af 1 Engineers Na��e Date � Fort D�Iias Tz�tiss Co. LLC. Tc�: D��1V�'1 �o��sw a�s�. t� �' 1YIlat1219 F'<L.33155 �•f�7'v�I���'SIf�TN� � Job�ininber: 21D26 (3f�5)G67-fi79'7 Fati: (3£�5}667-f�5�2 293 Iv'F 61 ST. I'age: 1 Pcoject:NI:�U F2ESII�E?�CE, k3tock No: MIAMIa I^L 331 ti7 Data: � 12/15/21 16:29.12 :�=fodel: Ifot:tio: Contaot: Site; Uf�'ice: Z}�I1VE2'TO: accourttivo: 6953015&I N=�me: � Desi�ner: f 123\}�,99 ST. Sales ison: JOSE:?�1�-fENENlli-;.7. I'liona; (�t75)695-9094 � F,�, Quote ivumber: �fI�UII SHORES,FL 33138 P.O.�'umber: Prc�file: Qty: 1�russ Id: S�aar�: 7'russ Type; Slo�e I�C��I RQH (��z-��y o9-as-as oa x�nt:ai-a�-�� � ..,.�'��4 2 j�'�'�j FLRT GSRDER 0.40 ��X�r'2X6 �t)�Pty 12-1Q-08 c�ax�nt ot-a9-o� � C _ � -�.� � FTG2 �Z.�r cttzp�� a.�o _.--._ <t4:2X€� (1)2-P[y 11-I1-t}$ OAHght:01-Q9-06 � `F l ` � z H'I'G3 rz.�T cz���zz a.ao � . ?X412X6 � �� (1 j 2-PEy 10-Q2-Qf� OA Hght 02-09-06 � �;.� 2 [e"�'� FLAT GIRDER 0.6t1 2Y�'2Y6 � C�A Hght;Q8-09-i5 � ���ry "` `'�` 9 MI 35-Q4-00 ����oFzrcx 2.as t���� zx�;zYa 2.,s an l��nc os o��� 6 �������,,�:,.;�=� l� �r�� 3�-05-04 �-So�o�zTcx 2.�s �e�'r�'` ���,?t� u.�4 2. �� 26-21-00 �nx�ht-a7-o�-is --s`�.�„��-�''�'��3" '? '114 ?vIO�;OPITCH 2.3� � :�=��a'�d� 2 X A;214 2 38 ."S OAHght OS-04-I� � ~;�=`=°Y 3�±�0=�-00 4 `�`����'' 14 �;j� ?vIONOPITCH 2.3$ �X4;2x4 ?.38 >2-42-14 oa-li-o� c>nx�t,t oi c�s-�o � � �`� r��T o.ao zx�;zx� 01-05-00 o�-a�-oo oa x�nc_oz-��-�1 10 1� T14 r�aar s��,c��t. 3.2s '��� , 2�4 2X�t 325 ��� {I)2-Fty 52-02-1�# FLAT 44-I1-Q^z C).1llght Q1-04-03 � Q.Q@ �� 2X6%2XG 52-Q2-14 t��-II-L?2 OAHght�l-09-1� �� � '�'� FLAT O.OQ 2X6`2Y6 51-07-00 on_r�-oa o��E�nc_�t-Qsan 13 ,-�-.� 8 T3 �z.:�T o.00 2X6 Zx6 51�07-40 o�-t�-oa aa x�»-e�-os-io l� .,�.�. 5 T4 [�LaT o.oa 2�h-'zxh S1_4'7_00 aa-n-�z orax�nr c��-o�-io l� _ �•�, FLa�r o.00 �X6'2Y6 51-0'7-QQ oa�i-o2 o,a xgnr o�-o�-l0 1G �.�.�. 1 Z� ��.aT �t.ao 2x��?x� ���'-Piy 52-02-14 a�-1 t o2 c�a x�n� ��-o9-c,� 17 2 �g t�,r�r a.ao 2l6%21b 02-Q9-00 c��a xgnt o��6�� 18 �� � 1Q 'T� ROOFSPEC'IAL 32� 2Y4r2X�# 32i � 02-Q3-40 C7A Hght_02�6 i s Is ��� � � �FSGF1 ROC7F SFECI4I. 3.25 2Z�1?�4 32i f � Fort Dallas 'T`rEcss Ca LLC. ' To: ����V� 7o�s sw:�a��. �' Miamii FL.33155 L�TQ�TR���I�N c� Job tiumber: Z1D26 t�as}���-���7 F��: ��as}��7-os�z �9��61 s�r. ���e: z Prc�jeot:A,�1tt Rt:SIl)I?tiCE I3iockNo: ��L1�1I.FI. 331�1 I}�te: 12t`I5:'21 16:29:1� Model: Lot No: Contact: Site: C�ffice: ��11V�:I'T(3: ,�acoezrtttio; 0953015�I Nama: � D�sign�r: r` 12.�;V�.49 S1'. Sales �,r�on: 70SF>I�1 i�SENEt'L�I;I Phone: {305)645-9Q9Q ��_ Fax: Quote ivjumbez- � MIASiI SHORES,FL �3138 P.O.Nnzubee: The truss drav�ring(s} referenced abav� h�v� b��n prepared tii1C�@f CTltf tilt"@G$ SU�"J@tVlSl�t1 fJ�S�C� Qtl ��1� �at"�ITIe$�1"S b�t �b�*4�sicac��srt a����r Arch. or EN� of Recard using MiT�k 20/20 sa are. µ�o,�,,4������ ��,������ ;�'. No 9 '.Q�y Tt`I,ISS Q�Sl�tl �t1C�ii1@@�''S N21i1'1�. .�05� ��Ct11'1�Z, �.E. = 24 E 5th ST, Hialeah, FL 33Q10 {Florida PE#031509� ��°.. � .'�: :r�,��.e�c �' �cr, � "'m C�" C)� ?;>°\�+" NOTE: The seal on these drawings indic�te acceptance of �°`��+����4���`'` professional engineering responsibilty for#he truss components shown. � . ���� Engineers Name Date t r O �usS �uss yp� ' y y LATOUR QEBIGN&DEVEIEPMENT,INC. AOp&5297 2iD26 F('G1 FtAT GIRPER � L �pp Refe€enee{ap(ianai} FC>RT DA�tAS TRU9S CQ.��C.,MIAMI,FL . &.420 s A�r 29 2021 MiTek Industries,Ir�. Wed Dec 15 7G�32:47 2021 Page 1 I D-7 hhT�Gn32Rbyl XovuB_HONy8taV-�2 HXTAsRJ2T6L QApE_zviQp�zoo�nZSqm U IjYOx8g��_ Q-8-12 9-5-8 Q-8-12 _ —�--- 4 8 12 �'� Scale=1:17.6 3M� 2x4 II 3x6= 9 7 2 g 3 T1 2- �,�,,.a-s".'�J �,..,..--�"" 1 No.2 � VVZ Rlo.3- No. - vV1 No.3- ''�~ 1 No.2 � 9 5 �� 4 3x8= 6 3xn II 3x4 II 4-8-12 9-5-8 A-8-12 4-&-12 LOIaDING(psf� SPACING- 2-0-0 CS1. DEFL. in (!oc) I/defl Lfd P�flTES GRIP TCLL 30.Q Plate Grip QO� 1.Q0 TC 0.29 Vert{1..L} 0.05 5 >999 360 NiT24 244t19U TGD� 15.0 Lumber DC?(. 1.33 BC 0.19 Vert(CT} m0.06 5 >999 180 BCLL 0.4 Rep Steess Incr NO W� 0.37 Horz(GT} 0.40 4 nia rrla BCD� 10.d Gode FBC2017iTP12014 �tlatrix-S Weight:110 Ib FT=0% Ll9�IBER- BRACI(VG- TOP CHORD 2x4 SP No.2 TOP CHOR� Structural wood sheathing directty applied or 6�0-0 oc purEins, BOT CHORD 2x6 SF(Vo.2 except end verticals. WEBS 2x4 SP No.3*Except" BOT CHQRD Rigid ceilinc�directfy applied ar 10-0-0 oc bracing. W1:2x6 SP No.2 REACTIONS. (!blsize} 6=1324IR�echanicai,4=13201Mechanical PJlax Uplift6=-923(�C 4},4=-923{�C 4) FORCES. {!b)-Max.Corrrp.!(�ax.Ten.-All forces 250(Ib}or less except when shown. TC3P CFiURD 1-6=-£3251599,1-7a-2 2 4911 57 1,2-T=-2249(1571,2-$=-2249t1571,3-8=-2249(1571, 3-4�-825/599 BC}T GHQF2D 6-9--1 9412 75,5-9m-994/275,5-10�-194(275,4-10=-194(275 W��S 1-5�-1 44312 06 8,2�5=-395t337,3-Sa-144312068 NQTES- 1)2-pIy truss ta be conneoted fogether with 10d{0.14�"x3"}nails as follows: Top chords oonneated as follows:2x6-2 rows staggered at 0-9-Q ac,Zx4-1 row at 0-9-Q oc. Battom chords cannected as follows:2x6-2 rows staggered a4 0-9-0 oc. Webs connected as follows:2x4-1 raw at 4-9-0 00. 2}AII laads ac�considered equaliy applied to a(I pli�s,exeept if r�ated as front(F�oe back(B)face in the LO�D CASE(S}sectian.Ply to piy conr�eetions have been peovided to distribute only loads not�d as(F}or(�},unlEss othe�eviae inc�ioat�d. 3)Wind:ASCE 7-10;Vu4t=175mph(3-second gust}Vasd=136mph;HVNZ;TCDL=S.dpsf;BCD�=S.ppsf;h=15ft;Gat.II;Exp C;Encl., GGpi=4.18;�WFRS(enveEope)gable end aane;parch feft and right exposed;Lumber D01.=1.33 plate grip DQL�1.�3 4}Provide adequate drainage to prevent water pondi�g. 5}Plates cheoked for a plus or minus 0 degree ratation abaut its center. 6)This truss has been desigr�ed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7}Refer to girder(s)for truss to truss connectians. 8}Provide mechanicaf oannection(by athers}af truss to bearing pEate capabfe of withstandi�g 923 Ib uplift at jaint 6 and 923 Ib upiift at joint 4. 9)This truss has been designed for a moving concentrated laad of 200.OIb dead facated at all mid panels and at alI panel points along the Bottom Ghord,nonconcurrenT with any other live loads. 1Q}Girder carries tie-in span(s):9-4-0 from d-0-12 to 9-6-4 LQAD CAS�{S} 3tandard 1)Uead+Roof Live(bafanced}:�umber Increase=L33,Plafe Increase=1.OQ tlniform Loads(plf� Vert:1-3=-90,4-6=-203(F=-183) F 4 ..O. I'U&S €USS"lyp2 �� � y LRtT4Uft DESIGN 8 D��ECF_PMENT,WQ . .. A0485298 21D26 f�T�G2 FIATt3IRDER � G JOb RefefGnG�e(OpllOnal) FORT DALIAS TRUSS CO.LLG.,�MIAF�41,Fl.. 8A20 s Apr 292021 MiTek€ridustries,inc. Wed Dec 15 1632:5C�2Q21 Pac�e 1 Id 7hhT46n32AbyLXovuB_HQNyH;aV-anKwMFzpCpbtwaMxGNe09JhQPbqzNY�&rNRhLMyBg€r 6�-4 12-1 Q-� 6-5-4 6-5-4 Scale=9:21.4 2x4 II 3x10= � 3x10= 2 3 1 No. - ___�_,.. W2 No. - No. - No_3-r,,,._---.----""`�-.�.�---.""`C�1 No. - �"'-_--e 7 S $ A 6 4���= Ax5 (I 4x5 �� 6-5-4 12-10-8 6-5-d 6-5-4 Rlate Offaets(X Y}-- (1:4-4-8 Q-1-8] [3:0-4-&p-1-8] [4:0-2-12<d-4-81 �6:4-2-12,0-1-0� LOADING(psf} SPACENG- 2-0-0 CSI. DEFL, in (loc) Ildefl Vd PLATES GRIP TCL� 30.0 F'IateGripDQL 1.Q0 TG 0.56 Vert(L�} Q,1$ 5 >$42 360 fNT24 244f190 TCDL 15.0 �umbee QOL 1.33 BC 0.3� Vert(CT} -Q.19 5 >765 180 �G�� 0.0 Rep Sfress Incr NQ WB 0.69 Horz(C"n O.OQ 4 nla nta BCDL 10.0 Code FBC2017(TPI2014 (�atrixS Weight:946 Ib FT�0% t�U�BER- BRACf�lG- TOP GMORD 2x4�P Na.2 TOP CHQRQ Structural wood sheathing directly applied or 5-4-8 oc purlins, �OT CHORD 2x6 SP No.2 except end verticals. WEBS Zx4 SP No.3*ExcepY BOT CHqRD Rigid ceifing dir�ctly applied or 10-0-d ac braeing. W1:2x6 SF No.2 fi�ACTIONS. (Iblsize} 6=18211fttiechanical,4=1821lIVEechanioal hhax tlpliff6=-1273{LC 4),4=-1273{�C 4} FORCES. (16)-Max.Gomp.lMax.T�r7.-All forc�s 250(Ib}or less exeept when shown. TOP CHORD 1-6=-1137/826,1-2=-4293t2999,2a3=-4293t2999,3-4=-1137826 BOT CHORD 6-7=-377t536,5-7=-377/536,5-$=-377f536,4-8=-3771536 WEBS 1-5=-268913�53,2-5=-548/479,3-5=-26�9t3853 NOTES- 1)2-ply teuss to be connecfed tagether with 10d{0.148"x3"}naiis as follaws: Top chords connected as foElows:2x6-2 raws stagg�red at 0-9-0 oc,2x4-1 row at 0-9-Q oc. Bottom chords connected as follows:2x6-2 rows s4agg�red at Q-9-0 oc. Webs cannecfed as follows:2x4-9 raw at 0-9-0 ac. 2)A.li loads are cotrsidared equally applied fo alI plies,except if nated as front(F)or t�ack(B)face in the�QAD Gi�SE(S}section.Ply to pIy connections have be��provided to disfribute only loads noted as(F}or(B},unless otherwise indieated. 3)Wind:FtSCE 7-10;VuEt=1�5mph(3-secand c�ust}Vasd=136mph;HVHZ;TCDL=5.4psf;BCDL=5.Opsf;h=15ft;Cat EI;Exp G;EnGI., GCpi=Q.18;MWFRS(envelope}gable end zone;porch feft ane�righf exposed;Lumkaer DC7L=1.33 plate grip D��=1.33 4)Pmvide adequate drainage to peevent wafer panding. 5}Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed far a 10.Q psf battam chard Eive Iaad nonconcurrent with any other Eive Ioads. 7}Refer to girder(s}for teuss to truss connections. 8)Provide mechanical co�nection(by others)of truss to beaeing plate capable of withstanding 1273 Ib uplift at joint 6 and 1273 Ib uplift atjoint 4. 9)This truss has been designed for a moving concentrated Eoed of 20dAib dead Iocated a!aII mid panels and at aII panel paints along the Bottom Chord,nanconcurrent with any other Eive ioads. 10)Girder cairies tis�in span(s):9-A-0 from 0-0-12 Eo 12-11-4 LdAD G�iSE(S) S[andard 1)Dead+Roof Live(balanc�d);�u€nber Increase=1.33,Plate Inerease=1.00 Uniform E.aads(pIf} Vert:1-3=-90,4-6=-203(F=-1�3} 4 � Ta�-- 1 euss � russ y� � � l,y y LATOUR DESIGN 8 DEVEEEPRFlEN7,INC. �� � AOQ35299 E2D28 FfG3 FLAi GIRDER 1 2 Job Re�erence(aptionel) FORT DALIAS TRU58 CQ CLC.,tNIAMI,FL � 8 420 s Apr 28 2027 NtiTeR if�ustries,[ric-Wed Qsc 15 16-32-58 2621 Page T I D:7 hhT46n32Aby�Xovu8_NONy8jaV-WAShmx?3jQsb9tWKNogUFkm MAPVlhtrTKR i hwoQFy8g Ip 5-11-12 91-11-8 �� 5-41-12 � 5-11-92 Scale=T19.8 9 �,�_ �xA EI 3x63 --�"�N ,,,�.„..---..' �1 No_2- �2No.3�="'..,,--,...,,.` W No. - l--�-^'"" No.3- ..-----`--,.. 1 No.2- _""----.. "_".. 7 5 & 4 3x10= � 9x5 (( 4x5 I I 5-11-12 11-91-8 5-11-12 5-11-12 Plat�OFfsets{X Y)-- (1:0-2-12 0-1-81 (3:0-2-12 0-9-8� LGRDfNG(pst} SPAGENG- Z-4-0 CSG DEFE. in (Ioc) Ildefl Ud PLATES G6�iP TGLL 30.4 Plet�Grip DQL 1.d0 TC fl.48 Vert(L�.} Q.13 5 >999 36Q MT20 2441190 TCdL 15.0 Lumber D0� 1.33 BC 0.32 Vert{CT} -0.14 5 >956 184 �GLL 0.0 Rep Stress Incr Nt? WB 4.69 Harz(C� 0.00 4 n/a n(a BGDL 10.0 Gode FBC2017lTF'12014 Matrix-S Weight:137 Ib FT=0°/a LUMBER- BFtACIPlG- TQP CHQRD 2x4 SR Nv.2 TOP CHORD Structural wood sheathing direetiy applled ar 6-d-Q aa puriins, BOT CHQRD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3`Faeeept* �OT CHC�RD f2igid ceiEing direoti�appii�d ar 10-0-0 oe bracing. W1:2x6 SP EVa2 REACTlONS. (Iblsize} 6=18871f�echanical,4=1687lRAeehanical Mex Uplift6=-1179(lC 4),4=-1179(LC 4) FQf2CES. (Ib}-Max.Camp.((�ax.Ten.-All forces 250{!b}or Iess except when shown. TOP CHQRD 1-6=-1Q541765,1e2=-368112572,2-3=-3681t2572,3-4=-1054/765 BOT CHC?RQ 6-7�-322/457,5-7=-322/457,5-8=-322(457,4-8=-3221457 WEBS 1-6�-2316t3319,2-5=-507(443,3-5=-2316/3319 NOTES- 1)2-ply truss ta be connected togeth�r with 1�d{0.148°x3"}nails as follows: Top choeds connected as follaws:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at Q-9-0 oc. Bottom chords connected as faflows:2x6-2 rows staggered at 0-9-0 oc. Webs conneated as foliovds:2x4-1 row at 0-9-0 oc. 2}All foads are eansid�€ed�qually appEied to aII pfies,except if noted as front(F)ar back(�}faee in Ehe LOAD CP�SE{S)section.Riy to ply eonnections have be€�n provided to distribute only loads nated as(F)or{�},unless othennrise indicated. 3}Wind:ASCE 7-1Q;Vult�175mph(3-second gust}Vasd=136mph;MVFl2;TGpL=S.Opsf;BCD�=S.Qpsf;h=95ft;Cat.EI;Exp C;Encl., GCpi=0.18;MWFRS(envelope)gable end zane;porch left and right exposed;Lumber Q91.=1.33 plate grip DO�=1.�3 4}Pravide adaquate drainage to prevent watee pQnding. 6}Flates ohecked for a plus ar minus 0 degr�e rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nanconcut�ent with any other live loads. 7)ReFer to girder(s}fae truss fo truss conneefions. 8}Provide mechanical connection(by others}of fruss to bearing plate capable of withstanding 1179 Ib uplift at joint 6 and 1179 Ib uplifl aE}oint 4. 9)This truss has been designed for a moving concentrated load of 204.OIb dead located at all mid panels and at aII panel points along the Bottom Chord,noncancurrent with any other live loads. 10}Girder carries tie-in span{s):9-4-Q from 0-0-12 to 12-0-4 I.ORD GABE{S} Standard 1}Dead+Roof Live(balaneed}:Lumber Increase=4.33,Plate Inerease=1.00 Uniform�oads{p!f} Vert:1-3=-90,4-6=-203(F=-183} E F 0 FUSS �E.ESS y� y Y �� �.ATC'�UR DESIGN 8 DEVEI.EPft4ENT,ING. A0085304 27D26 FI'G4 �lA�i GIRDER � � � � �p(�R�fef2Cic8 Qptipnal) E6RT DALLAS TRUSS CO.I,LG.,MIAMf,Fl.. 8.626 s Apr 29 2027 MiTek lixluskries,Inc Wect�1ec 15 16�32�59 2021 Pac�e 1 ID 7hhT46n32AbyLXovuB_HQNy8jaV-__M03_GOhUk__Rn15WkVBjnyJZ5pu2az7bXLfMyhyBgio 5-1-4 1Q-2-8 5-1-G � � 5-1-4 —� Scate=i:16.9 3x6= 2�c4 I I 3x6= 1 7 2 g 3 T1 2- —---" r�'"".m 1 No2 �`W2 No 3-``^--` No. - 2 No.3- 1 No.2 �""^> o. - 9 $ 1Q � 3x8= � 3x4 II 3x4 II 5-1-h 10-2-8 5-1-4 5-1-4 LOADING(psf} SPACING- 2-Q-d GSI. dEFL, in (loc} I(defl Ltd PLATE3 Gt21P TCL� 34.0 Plate Grip€�QL 1.d0 TC 0.34 Yert{1.L) O.Q7 5 >999 360 MT20 244(190 TGDL 15.Q LumL�erDQL 1,33 B� 0.23 Vert{GT) -Q.08 5 >999 1�d BGLL 0.0 fZep Stress Incr NQ VV8 Q.43 Harz(GT} d.40 4 n(a n!a BCDL 10.Q Code FBC24171TPE2014 Matrix-S Weight:118 Ib F7=0°l0 LUfdIBER- BRAGRN�- TOP CHQR� 2x4 SP No.2 TOF CHQRD Structural waod sfieathing directly appiied or 6-0-Q oc purlins, �QT GHQRD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BQT CNQRD Rigid ceiling diractly applied or 10-0-Q oc bracing. W1:2x6 SP Na.2 REACTIQNS. (Ib(size) 6=14301Meehanical,4=1430tMechanical Max llpEift6=-999(LC 4),4=-999(LG 4) FORCES. (Ib)��ilax.Comp.lMax.Ten.-All forces 250(Ib)ar less excep(when shown. Tt3P GHORD 1-6=-894/649, t-7=-2642(1846,2-7=-2642/1846,2-8=-2642(1846,3-8=-2642(1846, 3-4=-894(649 �QT CNORD 6-9=-229/326,5-9=-2291325,�-1 0=-2 2 9132 5,4-14=-229t325 W��S 1-6=-16$312412,2-5=-429l366,3-6=-1683t2412 tV4TES- 1)2-piy teuss to be connected tae�ether with 10d(0.`E48"x3'�nails as follows: Top cho�ds connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row aE 4-9-Q oc. Bottom chords connected as follows:2x6-2 raws stagg�red at 0-9-Q oc. Webs connecfed as follows:2x4-1 row at 4-9-Q oc. 2}RII Eoads aea con�idered equally appl[ed to al4 piies,exeept it noted as front(�}or back(B)face in fhe LOAD GASE(8}seotion.Ply Fo pPy ce�nnections have been provided fo distnbute anly loads noted as(F}or(6),unless otherwis�indieated. 3)VYind:RSCE 7-10;VuIt=175mph(3-second gust}Vasd=136mph;FiVHZ;TGDL=5.Opsf;BCD�=S.Opsf;h=15ft;Cat.IE;Exp C;Encl., GCpi-0.98;MWFRS(envelope)gabEe end zone;poreh Isft and right exposed;Lumber QOL-1.33 pia(e grip Q0�-1.33 4)Provide adequate drainage to pr�vent water ponding. 5}Plafes checked for a plus or minus q degree rotaEian about its center. 6)This truss h�s been designed for a 10.4 psf bottom chord live load noncancurrent with any other live loads. 7}Refer to girder(s}for truss to fre�ss connections. $)P€avide meohaniea!connection(by others}of truss ta beanng pla[e capat�(e of withstanding 999 tb uplift at}oint 6 and 999!b uplift at joint 4. 9}This teuss has been design�d far a moving concentrated load of 24Q.Oib dead locafed at all mid paneis and at ail panel points along the Botfom Chord,no�concurrent wifh any ath�r I€ve loads. 10)Girder carriss tie-in span(s):9-4-0 from 0-0-12 to 10-3-q L4AD GASE(S} Standard 1}Dead+Roof Live(balanced):L.umber Inarease=1.33,Plate Inerease=l.p0 Uniform Laads(pE4} Vert:1-3=-90,4-6=-2Q3(F=-1�3} a � o � � . � �� 1`u85 ��� fUss ype� � y y LATC>UR DESIGN�DEVELEPMENT:INC. � AQ0953p� 21P26 fi31 hRonopitch Q � ,k�b R�fErencX:(OptiOflal} FORT DALtAS TRUSS CO.��C.,MIAMI,Pt- 8-420 s Apr 29 2Q22 MiTek Ircelusfr�es,I�x_Wed Dec 1`18:33-02 20Ft Page 1 Ip 7hhT46n32AlZy�Xavu8_NONy8jaV-PxhCcl2anfM0eVq5edlQPaxy�Ql_nD31pJu0Z0y8gI{ Q-9-$ 4-7-0 7-11-11 S-Q-t} 12-fr12 i7-1-& 21-8-A 263-0 2310.7 29-1p-12 35-4Q _1� 3 9-& � 3-4-91 O-�-F--4-6-12 �� 4-6-12�— G-6-12 � 3-7-7 Qtt-5 5-5-4 � 2.38 t2 Scale:3t16"=T 3x4 II 3x4� � �2 -"'" ta 3x6 c 4x1Q.= ."''�-^4�92 3- �Q 4x8 = � -- 1 9 ..._._'�" 3xA.= $ �� 5x6.: 4x&== �.; 3 No.3- 44 6 � o �� 429'�1 2Y4= 3xC�= - 17 C° 15 5x12% co 0 2x4= 4x12= 5 .�� �� � �4 I I �' 3x10� W$No.2-T . - � .3- 38 � �3 W7 3- W8 N 37 � 19 6k10== 5x12= � ��� -- _-�--` 21 dx8l ' ,�-- Ci No.3- 36 3x6� 3x4= 250 32�5�2� � 31 23 Sx12= 27 2x4 I I �x4 �� 6x10= 3x6� 2.3& 12 2s-i i-8 s s-a zs-7-o 9- 4&8 4-0 7-11-71 12-fr92 'I7-1-8 21-8-4 26-2-8 29-10-7 35-4-Q 9- 4 4 5- - & __ &Q ' 6 4-& Piate Offsets(X,Y}-- [4:0-4-4,Q-2-OJ,[6:0-2-8,Q-3-0],[8:0-4-0,Q-1-$J,(14:d-2-4,o-2-al,I13:Edge,Q-1-8],[94:0-2-12,0-2-$],[16:0-9-4,0-2-12J,[17:0-2-0,0-Q-12],[22:Q-3-O,Q-2-8], �24:p-4-12,Edge� LQADItdG (psf� $PACiNG- 2-0-0 CSI. DEFi�. i� (loc} 1(defl Ud PL�TES GRIP TGLL 3d.0 Plate Grip QOL 1.00 TC Q.85 Vert(�L) 4.38 1�-21 >692 360 MT20 244f190 TCpI 15.0 L.umber DO�. 1.33 B� 0.$5 Vert(CT) -Q.47 19-21 >549 184 BG�I 0.0 Rep Stress Incr YES WB Q.�7 Harz(CT) -0_Q2 13 nta nla BCDL 10.d Code FBC2017lTPl2Q14 Matrix-S W�ight:196!b FT=d°lo l.l1MBEk2- BRAC!(VG- TpP CFI�62D 2x4 SP hlo.2 TOP CNORD Structural waod sheathing direcfly applied or 2-10-0 oc purlins, Bt�T CHC�Rf} 2x4 SR No.2°Except* except end verticals. B7:2x4 SR Ivl 31 BC3T CHQR� Rigid ceiEing directiy appfied ae 3-10-12 oe bracing. WEBS 2x4 SP No.3'Except' WE�S 1 Row at midpt 8-16 UVS,W12:2x6 5P No.2 GTPOtUS. (Ifa/size) 13-3041MechanicaE,24=1687l0.8-Q ��,�r,.a-z-o�,16=1937l4-8-0 (min.4-2-5) �n�X t�o«z4assst�e�a> Max UpEiitl3a-371(LC$},24�-1065(LC 8},16=-134d(LC�} f�flax Grav 13-343(tC 47},24=18�7(LG 1),18=1937(LG 1) FORces. (Ib}-Max.comp.lMax.ren.-A!I rorces 2sa(�b)or�ess exeept wnen snown. TC�f�CHORD 3-4=-1 94911 2 7 7,45--1174i465,5-6--3249t1776,6-7=-335311&72,7-�--19Q41996, &-9=-963t1439,9-1Q=-965/1489,14-11=-275t8d5 �OT CHORD 26-31=-311I280,25-31=-307l2�3,4-24--1 61911 1 26,24-32=-9512f1847, 32-33=-1513i1847,22-33=-1514/1846,22-36=-1203/1479,21-36=41194f1487, 21-37=-219EiI32Qf7,20-37=-2192f3200,19-20=-2190l3207,18-38=-222Qt3312, 1�-3$=-2 2 1 213 31 9,1 0-1 6--1 3 4311f}69,16-40=-1930/1105,44-41=-1932I1105, 14-41=a1 9 3311 1 04,14-q4=-1Q61I287,13-44=-1455(299 WE�S 3-24�-116312Q11,4-22a-17281�421,5-22=-1018I739,5-21=-1Q57(1749,6-21=-456(393, 6-19=-262/261,7-1�=-14361947,8-1�=-39J285,16-1�=-1 45612 7 56,8-1�m-3239f19&1, 10-14=-1737/2d15,11-14=-475(429,11-13=-2351714,2-26--4Q4t211,2-3e-4Q61266 NOTES- 1}Wind:ASGE 7-10;VuEt=176mph(3-second gust)Vasd=136mph;HVHZ;TCDl=S.Opsf;�GDL=S.Opsf;h=15ft;Cat.il;Exp C;Encl., GGpi=Q.18;MWFRS(envelope}gable end zone and C-C Exterior(2)Q-1-12 ta 0-11-4,Inferior(9}0-11-4 to 35-2-4 zane;cantlever Ieft exposed;end vertical left exposed;porch right expased;C-G far members and forces&MWFRS for reactio�2s shawn;Lumber DOL=1.33 plate grip D0�=1.33 2}Provide adequate drainage to prevent water ponding. 3}Plates checked for a pius or minus 0 degree rotation about its center. 4)This truss has been designed far a 10.0 psf bottorn chord Iiva load nonconcuRent with any other kive Ioads. 5)Refer ta girde�(s}for truss to truss connections. 6}Provide mechanical conneotion(by others}af truss to bearing plate capable of withstandEng 371 Ib uplift at joint 13,1065 ib uplift at joint 24 and 1340!b uplift at joinf 16. 7}This truss has been desic�ned foe a moving cancentrated toad oi 2QO.OEb dead locafed at all mid panels and at aIi panel points along the Bottam Chord,noncor5cuerent with any other live laads. C.OAD GASE(S) Standard � � 0 �uss russ ype , y y I�ATQUR DESIU`N&QEVELEPMENT,INC. A0085362 21 D26 M3 Monopitch 11 1 �Q���f�����{OptiOnBl} � FQRT DAttlt5 TRUSS CO.LLC.,MIAME,F�. . � SA2Q s Apr 29 2Q21 Mi7ek([ulustries,Inc. Wed Dec 25 1633:05 2021 Page 1 ID 7hhT46n32Aby�XcavuB_HQNyBjaV-pWNKFK4S4akbVyYc�NmE71 QZTbEnY_aoTvH6gALy8gii P-9-$ 4-7-0 7-11-11 8-¢0 12-6-12 17-1-8 21-8-A 2&3Q 29-tQ-7 29-tj)-12 34-5-6 b-�� 3-9-8 � 3-4-11 -5 4-6-72 +— 4-6-12 4-�-12 � A$-12 3-7-1 � 4-6,4 � 2.38 12 Scale=1:62.3 2x4 I! 3x4.=�g �� 4x8= 4x'7Q= � 3x4� 'W2 3- �a VVW 3-T�t�la-� ��� 1 3xA�= � g 7 �,.._ 0.3- ��. 5x6= ,r73 3 No.3- 43 �x4� � � o � 49�91Q X = c�a 2x4= W2 .3- VV9 N � � � 15 4x9� v 2x4= 4x12� � � .3- VVJ N �� 2x4 () � o� 3x1Q.e" �allo.2- 37 � 3 W/ .3- WS N 19 6x10== Rx92= � � � 5xs= ....._� �.�Y� - ._._�,_---'�l6 No.3- 3S 3xB r ��j � gry 34��32 `�� 3p 2� � 5xt2= � 2zc4 II � sX�a= 2x4 �)3x6= 2.38 12 zs-t i-a 5-3-8 26-7-Q .. & 4-GS 4-0 7-11-t1 12-612 1R5-8 ?1-&4 28-2-8 2$ 29-14-7 34$0 9- 4-E�-0 �- 2-83 47-1 46-$.'Q�-11-E3 4-12 4 -d 2-1� 5 46-9 o-o-e Plate C?ffsets(X,Y}-- C4:0-4-4,0-2-Q],I6:0-2-8,0-3-4],(8:0-4-0,0-1-8],I10:Q-2-4,Q�2-R],[13:0-1-12,Q-1-8],�14:0-0-0,0-2-Oa,C16:0-3-4,o-z-a�.[�7:a-a-o,o-o-�z�,[19:0-3-O,d-3-Q], f21.0-3-0 4-2-81 �23 Q-4-12 Edqe1 �OADIPIG (psf� SPACENG- 2-0-4 CSL DEF�, in (Ioc} E(defl Ud FLATES GREP TC�� 30.0 Piate Grip DO� 1.00 TG 0.�5 Vert(t�L} 0.3$19-20 �692 360 MT24 244I190 TCD� 95.Q l�umber DOI. 1.33 �C 4.�6 Vert(G7) �O.Q7 19-20 >554 18Q BC�t� 0.0 (2ep Stress Encr YES W� 4.$7 Norz(CT) -0.02 13 n(a n/a BCD� 14.0 Gode FBG20171TPI2014 Matrix-S Weight:192 Ib FT=Q°/a Lt1MBER- BRAGING- Tt�R GHORD 2x4 SP Na.2 TpP GHdRD Structural wood sheath'rng directly applied or 2-14-0 oc purlins, BQT CM�RD 2x4 SP No.2 except end v�rticals. WEBS 2x4 SP No.3'Except* BO'f CHC?Rp Rigid ceiiing direGtly applied or 3-10-12 ac bracing. W5,Wt2:2x6 SP No.2 WEBS 1 Row at midpt 8-16 REACTIQNS. (fl�/size} 13=233lNleehanicai,2 3=1 68810-8-4 (min.Q-2-0),16=1907(4-8-0 (min.0-2-4) Max Horz 23=571(�C 12) Max Upliftt3�-149(LG 8},23=-1079(LC&},18--1957(l.G 12) Max Grav 13-312(LC 47),23=1688(�C 1),16=1907(LG 1) F4RGES. (Ib}-iVlax.Gomp.lTvlax.Ten.-All forces 25Q(Ib)or less except when shown. TOP CHORQ 3-4�-194911277,45=-1175/473,5-6=-3251/17�6,6-7=-3357(18�1,7-�=-19Q9/1Q07, $-9=-952/1419,8-10=-94411481 BOT CHORD 25-3d=-31 V280,243Q=-301I284,4-23=-1619/1175,23-31=-151212021, 31-32=-1513/202Q,21-32=-151412420,21-35=-1155(1480,20-35=-1186/14$8, 20-36=-2192l3202,1 9-3 6=-2 1 8413208,15-37=-221613313,18-37--22C?$13324, 1d-16=-1305J823,16-39=-1886l1985,39-40=-1887(10�4,14-40=-1&$�11484 WEBS 3-23=-1163(2412,4-21�-1�15t2422,5-21m�1418t741,5-2R�-1Q65f1710,6-20A-45�1395, 6-19=-2751263,7-18=-14321948,8-18=39(284,16-1�=a144912157,�-16=-3236(1982, 10.14=-1�3811$78,11-1Q=-421t379,2-25�-4041211,2-3a-4061266 PfOTES- 1}Wind:ASGE 7-10;Vult=175mph(3-seoond gust}Vasd=138mph;NVFIZ;TCDL=S.Qpsf;BGpE.=S.Opsf;h�15ft;Cat.II;Exp C;Encl., GCpi=0.98;MWFR5(envelope}gabEe end zone and C-G Exterior(Z)d-1-12 ta 0-11-4,Interiar(1)0�11-4 to 34-3-4 zo«e;cantilaver lefi exposed;end verticai left exposed,C-C for members and foeces&PviW�RS far reaotions shawn;Lumt�er pOL=1.33 ptate grip t7Q�,=1.33 2}Provide adequate drainage to prevent water ponding. 3)Plates checked for a pleis or minus Q degree rotation about its ceMec 4}This teuss has been designed far a 10.0 psf bottom chord Iive Ioad nonconcurrent with any ath�r live loads. 5)Refer to gircler(s)for iruss ta truss oonr�eetions� 6)Pravide mechanicai cor�nection{by athers)of truss to bearing plate eapabVa of withstanding 149 Ib uplift at joint 13,1fl79 Ib uplift at jaint 23 and 1157!b upiift at joint 16. 7)This truss has bee�designed for a moving concentrated Ioad of 200.QIb dead lacated at all mid panels and at all panel paints along ttie Bottom Chord,nonconcurrent with any other live laads. �t7AD GASE{S} Standard � 4 p I fUSS PUSS ype ��� ��� . y y I_FtTOUR pESIGN&DEV�E.EFtviENT,INQ ��� 21D26 MA M1�t�opitch � 1 A0085343 Job Re€erence��Eio�ia� FQRT DAI.LAS TRUSS CQ.ILC.:MIRM(,F�. � &.420 s Apr 29 2021 MiTek Industries,Inc Wed Dec 15 1633:07 2021 Page 1 ID 7hhT46n32AbyLXovuB_HONyBjaV-IvV5fQ6icB_JkGi3PBKb6eesu1SrSTOmNbbnEQyBglg (J-9-& 4-7-0 7 11-71 B-Q-O 12-6-12 17-t-8 21_&A_ 26-3�0 2�-11rQ �9-£i� 3-J-& � 3&-19 0-t�-5 4-&-12 4-&-12 4-f>-12 �— p E-12 �)-$ Scate=1:53.7 2-3& 12 5x12= 4x8.= W12No�- 92 3x4 l 4x5" � � l0 ��Q� ��;� <v 3x4= 9 - t° ,�...�w«..m..,-.� 3x4= 8 27 Ax5= T o. - N2 _ 26 7 13 3x8-= 6 01 No.3-�' �3- � 3x4 I I 4x12= � 14 35 �? 2xQ3x9 Q—= W$No.2- W2 .3- 15 5x12= r �. W7 .3- W��o. - 16 3x4.= "�' � 3 �, �� 5x6 VVk3= i° ���T o.3- 34 3x8= Q 3p 32��1 � 21 �g 5x12= -o � o �-' 2x4 II 23 3x6= 6x10= 2x4 II 2.38 12 53-8 26-19-Q �&S� 4-6-8 4-7-b 7-11-11 12-6'12 17-t-S 21-&4 2fi-2-& 26p3-0 '0-9-8� 39-0 6-���2-&3 � 4-7-1 48-1z 46-12 � 4-�-4 �b-8 � 4-6-& 20-11-0 Plate Offsets -- 4:0-4-4 0-2-0 5:0- -8 -1-8 6:0-2-8,Ed e 14:0-6-Q 0-2-12, 17:0-2-$Oa1-8, 18:0-2-4 0-2-8 20:Q-4-12,Ed e 26:Q-4-4,4- -8 I.QAQING(pst} SPAGIF�lG- 2-0-Q CSI. DEFL. i� (Ioc) Ildefl Ud PLATES GRIP TC�� 30.0 Rlai€:Geip E?OC. 1.OQ TC 0.67 Vert(LL} 0.43 15-17 }609 360 �IT20 2441190 TCDL 15.0 Lumber DCM. 9.39 BG 0.94 Vert(CT} -0.54 15-17 ?4&5 180 BCL� 0.4 Rep Sfress Incr YES WB 0.92 Horz{CT} -�.01 27 nfa nia BCDL 10.0 Code FBC2Q17/TPf2014 Matrix-8 Vi�eight:151 Ib FT e�°fa LUMBER- �RACtNG- TOP CHQRD 2x4 SP No2 TOP CHORD Structural woQd sheathing directly applied or 2-6-7 ac purlins, BOT CHORD Zx4 SP No.2`Except" excepf e�d ver[icals. Except: Bf:2x4 SP C�o.3 6-4-4 oe bracing:13-25,91-25 WEBS 2x4 SP No.3*Exeept* �OT CMOFtf3 Rigid ceiGng directfy appiied or 2-2-4 oc bracing. W11:2x4 SP Na2,INS,V4112;2x6 SP No,2 OTHERS 2x4 SP No.3 R�AG7IANS. (Iblsize) 2p=1774/Q-8-Q (min.Q-2-1},27a11$8/Q-8-0 (min.0-1-8} Max Morz 20=445(LC 12} Nlax UpIift20=-1157(LC�),27=-763(LC 12} FQRCES. (ib)-�i9ax.Gomp.(Max.Ten.-AII forees 260(Ib)or less�xcept when shown. TQP CHORp 3-q=-1951/1277,4-5=-1327t625,5-6=-369 612 1 2 2,6-7=-3650/2126,7-8=-A058t23$8, �-9��289711691,9-1 0--2 8 4011 695,10-11=-7941477,13-26a-18/276,25-27=-9�4t611 BC?T CHQRD 22-2 9=-31 112�2,21-29=-309(285,4-20=-1704/1233,20-30=-1512/2138, 30-31=-1513/213T,18�31--1514/2937,18-34=-1240t1663,17-34=-1231/1671, 16-17=-2412(3657,15�164-2404/3664,15-35=-2582/4017,14-36=-25fi4/q024 WEBS 3-20=-1163(2Q1T,4-18=�1923(25�2,6-18=-11151799,5-17=-1224(1970,7-17P-542/448, 7-15=-366(401,8-14�-1154(763.1 4-26=-1 82012II44,14-26=-2065f 1273,2-22-a4041211, 2-3=�lO6(26b NOTES- 1)Wind:ASCE 7-10;Vult=175tnph(3-second gust}Vasd-136mph;HVHZ;TCD�=S.Qpsf;�CD�-6.Opsf;h=15ft;Cat.II;Exp G;Enci., GCpi=Q.1�;MWFRS(envelape}gable end zone and G-C Exterior(2}0-1-12 to 0-11-4,Interior(1)0-11-4 to 26-11-d zone;cantilever left exposed;end verticai left exposed;C-C for members and forces&MWFRS for reactio�s shown;Lumber DQL=L33 plate grip Qt?�=1.33 2)Provide adeqczate drainac�e to peev�nt water pondir�g. 3}Ptatas checked for a plus ar rninus 0 degree rofation abou#its oenter. 4)This truas has been designed far a 10A psf boftom chord live load«onconcurrent with any other live Iaads. S}Bea€ing at joint{s}27 considers parallel to gr�in value using RNSI(TPI 1 angle to grain farmula. Building designer should verify capacity of bearing surface. 6}Provide mechanical co�nection(by o4hers}of truss to bearing plate capable of withstanding 1157!b uplift af joint 20 and 763 Ib uplift at joint 27. 7}This truss has been designed for a maving concentrated Eaad of 240.QIb dead Iocated at all niid panels and at aI!panel points alang the Bottom Chord,nonconeurrenl with any other live laads. 8)Graphical p��riin representation does not depiot the size or th�arientation of the purlin alang the top andfor bottom chord, LtJAD CASE{S} Standard t t p fUSS t'US�"�57ypE3 � y y CATQUR QESlGN&(?EVELEPt,�EtvT,IfJC. � AOQ8b304 21DF6 M5 Monopitch �� � ,lok�R@fef2nee{cJptlonal} FQRT DA�IAS TRUSS CQ.C�C.,MIAM!,F�C. 8A2Q s Apr 29 2�21 Mf?ek Industries,Ir�c. Wed Dec 15 16�33:90 2421 Pa e i i D-7 hhT4�n32Ftby�Xavu8_._HONy8jaV-AUADi 18bv6 Mubj Re4J u IkGGKcFV6fqIC3Zq R rY�qid 4-�-8 2-5-Q 63-8 17-39 163-6 21-33 2Ci-2-8 2C�3�Q 29-iQ-7 29-1jJ-12 35�40 9- 2-7-5 r 3-10.8�� 5-0-2 4 21 13 � 411-13 411-5 6��3 7-'F 0.t�5�� 5-5-4 � 2.38 12 Scale:3118'�1' 3x4 II 3x4� � �� 4x12= � `.� 3- Q 3x6= - Q Vt�N9 2- 1 5x8'= �� ��; — 3x4= g �7 4x8.- 4� Ax8= r 13No3- �d- 3x4 r� � . - �� �' A1 ���r�f2 � 2x4= Ax12� 3x6� 6 40 �$ �6 Sx12= co 0 ro � 3x4= 19 3x4 I I •= WZ No.��"Mci"S'�o.3- � � -�- � 5xH� co �g �p 6x16= W& 38 21 ��� 0.3- g7 � Sx8MT18NS= � 3x6�= 3x4= � �23 �"d � 24 Sx12.r 2& 2x4 I I 2x4 I I ax4�5x92= 2.38 12 �-��-a �-s-o zs-�-a s- z-<-s �- ss,a >>-�a ��-�-s zi-�-s ze-z-s 2a 29-io-z as-a o 9- - t� 12-0 0- 411- 1-0 411-13 4'I1- 1 15 -9 o-a-s Plate�Oifsets{X,`()-- [4:0-4-4,4-2-Oj,[5.0-2-12,0-1-&j,[7:0-4-O,Edge],E9:4-A-0,0-1-12�,[11:0-4-4,0-2-4],[14:Edge,0-1-8],[15:0-2-12,0-2-8],[1T:Q-3-O,Q-3-0],(19:4-4-0,0-1-8], (22:d-2-12 0-1-81 (23:Oe1-�Q�2-�� (25:4-5-12 0-3-01 �OADING(psf} SPACING 2-0-0 CSI. DEFL. ir� {Icac} Udefl Ud PE1iTES GRfR TC�� 30.0 Plat€:Grip DQL 1.00 TC O.fi3 Vert(LL} 0.43 20-22 ?5&4 360 MT24 244/190 TC�L 15A Lumber[?OL 1.33 BC 0.77 Vert(GT} -4.63 24-22 >455 180 MT1$HS 244(190 �C�� 0.0 Rep Stress Incr Y�S WB 0.96 Horz(CT} -0.43 1A n!a n/a �CDL 10.Q Gode F�C209 71TPI2014 MatrixS Weight:194 Ib FT=0°l� LUA�IBER- �RAGING- TOP CNORD 2x4 SF[t�39*Except' TOP CHORD Structural wood sheafhing directly�pp4ied or 2-5-4 oc purlins, T1,T3:2x4 SP Na.2 except end verticaEs. �4T CHdRD 2x4 SP M 31�Except" BOT ChiORD Rigid cei6ng directly applied or 4-6-14 ac bracing. �1,B3,B6:2x4 SP No2,B2:2xA SP No.3 WEBS 1 Rauv at midpt 9-17 WEBS 2x4 SP Na.3*Exc�pt• VVS,W12:2x6 SP No.2 R�ACTIQNS. (Ib(size) 14=266/Pdlechanical,25=1534/Q-8-0 (min.0-1-13},17=2142l0-8-0 (min.p-2-�) Nlax Horz25=5�6{�G 12} Max Uplift14=�345(�C 8),25=-861{LC$},17=-1477{�G 8) Max Geav 14=326(EG 47},25=153Q(LC 9),17=2142{�C 1} FORC�S. Qb}-Pviaac.Gomp.((vlax.Ten.-A(I forces 250(If�)ae Iess except wh�n shown. TOP CHQRD 3-Q=-687l639,4-5=-2181/993,5-6=-4390l2422,6-7=-4345(2439,T-S=-4302(2447, 8-9=-241811294,9-1 0=-1 1 2 411 6�Q,10-11=-1116(1737,11-12=-25$(686 �pT GFIORD 4-25=-13791753,25-33=-636(194,33-34=-637I192,23-34=-63$(192,23-37--1779t2491, 22-37=-1769l2504,2 2-3 8=-28 7 614 3 46,21-38=-2869t4348,20-2 1=-2 8 6 714353, 2Q-39=-2�13I4341,1939=-2�04fQ308,1t-17=-14SQt11&2,17-41=-2269l1301, 41-Fi2=-2 2 7011 300,15-42=-2272(1298,15-45=-944/222,14-45=�939(234 WE�S 3-25=-5&2l73Q,4-2 3=-1 1 5612 3&6,5-23=-10521771,5-22=-110111826,6-22=-445f386, 6-2Qp-2T9/207,�-19=-190511224,9-19=-611335,17-19=-1759/2660,9-17=-3977/2411, 11-15=-1897{2214,12-15=-495/44Q,12-14--171(600,2-27=-3Q2t232,2-3=-3591315 NOTES- 1)Wind:ASCE 7-10;Vuft=175mph(3-second gust}Vasd=136mph;HVFlZ;TGQL=S.Opsf;BCDL=5.Opsf;h=15it;Cat.IE;Exp C;Encl., GCpi=0.18;MWFRS(envelope}gable end zone and G-C Exterior(2)0-1-12 40 0-11-4,Interior(1}0-11-4 to 35-2-4 zone;cantilever left exposed;end vertical left exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DQl�=1.33 plate grip QOL=1.33 2)F�auid�adequate drainage to prevent water panding. 3)AI!plates are[WT20 plates unless otherwise indieafed. 4)PEates checked for a plus ar minus d degree rotation abouf ifs center. 5)This truss has been designed for a 10.0 psf bottam chord Eive Ioad�oncor�current with any other Iive loads. 8)Refer to girder(s)for truss to truss connections. 7)Pravide mechanieai cannectian(by others}of truss to bearing plate capable of wifhstanding 345 ib uplift at joint 14,861 Ib uplift at jaint 25 and 1477 Ib uplift at joinf 17, &}This feuss has been designed far a moving concentrated Eoad of 240.OIb dead Iocatad at all m1c!panels and at aIi panel poinfs along the Bottom Ghord,nonconcurrent with any other Iive Ioads. I.OAD GASE(S) Standard f p o �uss ruSS y^T�^� y -T'�y- �ATOUR DESIGN&DEVELEPMENT,(NC. ������ �� �� � 21p26 T1 Flat � � A0085305 Job f2eference o tionaf FORT DALLAS TRUSSC6.LLC.,MIA�9I,F�- . ��� � � 8 420 s Apr 29 2Q21 MiTeK IndusMes,I�x Wad Dec 15 16-33-17 2021 Page� IQ RUZpe4lordR_o�bMvCdk2ozQXYS-Tq5tmQE_FGFuxoTTHV�kV�fl2be3zga?mEg80JbeyEk,�IW 0.-9-0 53-2-0 2-6-0 45-8 7- 1Q-2-t 14-&10 t9-3� 23-9�13 28-4-8 32-'i0-15 37-5-& 3$'2i8 41-&9 4:r2-11 48-7-15 57-2-14 52r6-& 2-6-0 2-2-8 1 & 4-C�-9 �4-8-�3 4-69 46-9 � 48-9 T- d-6-9 4-&9 & 37-0 3-a-�4 3-5-4 � 3-7-0 0.�t�Q ao-s as-a Scale=1:91.1 6x10= 4x8= �x�- 7x6= 4x8= 5xfi=2x4 II 6x10= 2x4 () Ax8= 2x4 I I 4x6= 4x8= 7x6= 4x5= �x�i ii &��= 3x4 1I 2x4 f I W2 No.3- 2 3 4 43 S NVS Na.2- 8h15 No,2- �V5 No.2- �QWS 2�� W�Z�Eo.2- tT�S No.�a} Vt�tV�3-�tC�No.S7 W6 i�.344 19 ZQ � �� 40 � 39 46 38 37 59 � 52 �34 53 � 54 �2 31 55 � 56 � S7 28 27 47 � 48 �S 49 2A 23 �21 3x4 I{ 4x8-?x4 �I 4x12= 2x4 (� 4x8== 2x4 II 4x12= 4x5= 2x4 II 4x5= 4x8= 2xq II 6x10"' 2�c4 li 5x8 MT1$HS= 7x1Q MT1&M6= 2x4 (� �Xg � i 4-8-8 0�11�0 31-10.0 Q�97Q 14-3-0 q-Si8 f �TT 7`1 38-2-8 i 2-6fi � 4&-8`.+�7-$ 142-1 1M8-1Q 1�3-3-3 23-9-9$ 2$-48 32-10-15 37-58 3$'2iQ 41-9-�8 95-2-11 4&-7-15 52-2-14521�8 � 2-6-0 2-2-8 11 4-6-9�� 4-6-9 46-9 48-�J 48-9 46-9 46-9 & 3-7-0 3-5-d�- 73-0(}�10 ao-a Plafe Offsets(X,Y}-- [3:0-3-8,0-4-0� �4:0-3-8 0-4-81 (12:0-2-4 0-2-0�,(13:0-2-8 0-5-4� (14:0.2-$,4-4-12� (22 0 5 0 0-4-41,�30:0 2 12 0-2-0� LOADING (psf� SPACIPlG- 2-Oa0 GSE. DEFL. in (loo} !ldefl l�Id P!4T�S GRI� TCL� 30.0 Plate Grip QQl 1.04 TC 0.53 Vert(LL} 0.8Q 32-33 >453 369 tv1T20 2441190 TCD� 15.0 Lumber DOL 1.33 B� 0.46 Vert(CT) -1.08 32-33 >350 184 IV1T1$6iS �A41190 BC�� 0,0 Rep Stress Incr YES W� 0.87 Horz{C� -0.12 21 nta nla BCQ� 1Q.4 Gode FBG�Q171TPI2014 t�atrix-5 Weight:40Q Ib FT=d°to LUP�BER- �RACING- TOP GHORO 2x6 SP R�2f*Except` TOP GHORD Strvcturat wood sheathing directly applied or 3-A-13 oe purlins, T3:2x6 SP No.2 except end vertic�Is. BC}T GFtORD 2x6 SP M 26*Except' 80T GHQRQ Rigid ceiEing directty applied or 4-7-13 Qc beacing. 61,B5:Fx6 SP No.2 WEBS 1 Raw at midpt 7-36 WE�S 2x4 SP Na.3*Except" W4,W5:2x4 SP No.2 4Th1ERS 2x6 8F�26 L�R SCA6 10-15 Zx6 SP M 26 both sides RE�iCTIONS. A!E be�rings 0-10-0 except{jt=length)13=0-8-0,14=0-8-4,21=Mechenical. (Ib}- Max Horz 3=-79(LC 8) Pvlax Uplift All uplift 104 Ib or Iess at joint(s}except 3=-608(LC 6},A=-12�9(LC 14}, 13=-3055(�C 11},14=-2451(lG 1},21=-789(lC 7} Max Grav RII reacfians 260 Ib or less at jaint(s)except 3=1489(LG 31},4=2074((_C 1},13=5158(LC 1),14=1q3S(LC 11},21m8t1(�C 1) FORCES. (Ib)-ft�ax.Comp.lMax.Ten.-AII forces 250(Ib}or less except when shown. TOP CHQRD 1-2=324/521,2-3=-324l521,4-5=-3303/1955,5-6a-3303/1955,6-7=-33d3/1955, 7-8=-7835(4623,�-9=-7835(4623,9-14=-5611J3310,10-41=-5811/3310, 11-41=-5611/331Q 11-12=-5611/3310,12-13=-186SI1101,14-42=-1190/1295, 15-42=-119d(1295,16-1&=-9190(1295,16-17=-1783(2031,17-44=-1763(2431, 18-44=-1763(2039,19-22A-2841276 BQT CHdRD 26-48=-1295/1190,25�4$=-1295(119Q,25-49=-172$J1454,24-49=-1728/1454, 23-24=-172&/1454,23-5Q=-1728/1454,22�50=-1 7 2811 454,36-52=-3827/6479, 35-52=-3827/6479,3435=-3827(6479,34-53=-3827(6479,33-53=-382716479, 3354=-4452/7611,3254=-4492/7611,3�-32--4492(7611,3 1-5 5=-44 9217 61 1, 30-65=-4492/7611,30-56=-11{7111868,29-56=-1101l1&68 WEBS 1-89=-5851428,2-39=-7931758,3-39=-621(493,4-36=-204413453,7-36=-3311/196�, 7-33=-832(1493,8�33=-379(318,9-33=-142139q,9-32=01272,9-34=-2085l1232, 1134=-507/397,12-30�Q23Q3(3943,1 2-29=-36 713 26,1 3-29=-1 15 1 11 952, 1426=-1391t1277,16-26=-377l303,16-25=-780P616,17-25=-32�I283,1�-25=-3261337, 18-23=-29512&6,18-22=-9416f967A PdOTES- 1)Attached 14-0-0 sea6 14 to 15,bath faee(s)2x6 SP M 26 with 2 row(s)o€1ad(0.148"x3`�nails spaced 9"o,c.except;starting at 9-1-i2 fram end at joiaE 10,nail 2 row(s}at q"a.e.for 4-1 Q-q. 2}Wind:ASCE 7-14;Vult=175inph(3-second gust}Vasd=136mph;HVM�;TGDl-S.Opsf;BGDt�=5.Opsf;h=15R;Cat.II;Exp C;E�e!_, GCpi=4,18;MWFRS(envelope)gable end zone and G-C Exteciar(2)0-1-12 to 5-4-7,Interior(1)6-4-7 to 47-11-5,Exterior(2)47-11-5 to 53-2-0 zone;canti6ever IeR expased;end verticaE Ieft expased;porch right exposed;G-G for members and forces&MWFRS for reactions shawn;�umber RC1L=1.33 piate grip Q4L=1.33 3}Provide adequate drainage to prevent water�onding. Continued on page 2 47��� � FUSS �� �� PUSS y[?� fy� y �.ATOUR DES€GN&DEV�L�PMcNT,ING. A0085305 z�D2� r� FEat � � Job R�ierence(optianal) FQRT QALLAS TRUSS CO.LLC.,MIAMI,FL &42Q s Apr 29 2021 MiTek Industnes,Inc Wed Qec 15 1G33:17 2021 Page 2 €C1:RUZDe4IordR_oL b�ivCdk2ozQXY S-TqStm QE_FG FuxoT_HVVxV�2 bc3zgo?mEg80J bey&g IW P!f}TES- 4}AII plates are RnT20 plates unless otherwisa indicafed. 5}Plates checked fQr a plus or minus 0 degree rotation about its center. 8)This truss has been designed far a 10.0 psf bottom chQrd five load nonconaument avith any other live laads, 7}Refer ta girder(s)far fruss to truss connectlans. 8}Provide mechanical connsction(by others)af truss to bearinc�plafe capable of withstanding 608!G u�l'rft at joint 3,1279 Ib uplif!af joint 4,3055 Ib upEift at jQint 13,2451 Ib uplift at joint 14 and 789 Ib upfift at joit�t 21. 9}This iruss has been designed for a moving concentrat�d load of 200.OIb dead located at ali mid panels and at all panel points along the�ottom Chord,nonconcurrent with any ather Eive IQ�ds. 14}This truss has iarge uplrft reaetian(s)(rom gravity load case{s}.Proper connection is required to seoure fruss againsi upwa€d movemenf at the I�earing�.Building designer must pravide ior uplitt reactlons indicafed. 11)Gap betw�n inside pf tap choed bearing and fir�t diac�c�nal or vertica�v�!��shaf[��Qt?x_ceed Q�4Qin. LOti!?CASE(S} Standard o fuss � . i'uss Y� �� � IA�TOUR PESIGN&DEVELEPMENT.IN�. .. . 21D26 T1A FLAT 1 AQ0853Q7 � Jofa Re[erence(aptiotiai� FORT QALLAS TRUSS CQ.L.LC.,ftAlAt��[.FL. 8.42Q s Apr 29 2021 M9iTek I�xkistries,Ir�c. Vi�ed Dec 15 16:33�.22 2Q21 �'aga 1 IQ RUZQe4lordR_a�bMvCdk2pzC�XYS-pnvmp8174otB1ZMxnq67Domt�p4YxTGPzpQk4Gsy8gIR .b-9-Q 3&-2-5 53-�-0 2-6-0 48-8 7- t�-2-1 14-&16 18-�-3 23-&13 Z8-48 32-14-75 �7-5-& 3$-2i� 41-38 45-2-11 f$-7-'ES 52�,2-145_ 2� 2-6-0 2-2-& t S 4-G9 4-E9 4-69 4-6-9 4-8-4 4&�3 9-6-9 - 8�'37-D 3-5-�4�35-4 f 30-45 0- 1 aas aa-s o-s-s Scale=1:9Q.9 6x9d= 4x8= 4xS...,. 6x1Q= 2x4 II 5xo"- 2xA ii 7xiQ= 2ac4 II 4x8= 2x4 Ii 4x8= 2X4 �� 7x14= 4x&= 4x8� Qx5= 3x4 11 W2 No.3- 2 3 Q 5 g 7 � 9 �Q 11 Ax$=12 V�Na34 W6 N�� W614b.3- W6 tdb.3- 19 Zp � �� 39 4Q �41 �7 � 46 �5 47 �33 48 �� 49 �1 3Q SO � 51 28 52 27 26 4� 25 �3 24 � �3 45 � 21 3x4 II 4x8—2x4 II 8x12= ��4 �� 4x&_ ��+ E) Sx12= 4x8= 2x4 () 4x8= �4 �� 7x10— 5x6— �4 II g�tp= 7x6 W8= 2x4 I{ Q-&& 0�11r0 31-10.0 6r9�0 14-3-0 OrB�& j T —r7 —f—t 2-6-4 4-8-$ 7 #Q-2-1 14&10 19-33 23-9-13 28-48 32-10-15 37-5-$ 3 8 49-9-$ 45-2-11 4&-7-75 52-2-�452 8 2-6-4 2-2-8 11-0 4-6-9 46-9 4-6-9 -0-6-9 4-6-9 A-6-9 &-6-9 -9- 3-7-0 3-5-5 3-5-4 3-6-75 6--10 Plate Offs�ts(X Y}-- (3:0-3-8 0-4-01 f�:0-3�0-4-12� (12:0-1-12 0-2-Ot �13:a-3-8 0-�-'11 C�4:0-3-8,0-4-0�,(23:0-4-8 d-4-81,(28:0-3-8,0-2-O�L[29:Oa2-4,d-2-121,(35:0-5-$0-3-121 t0�4DItdG (psf} SPAGtNG- 2-Q-0 �Sl, DEFL. in (lac} Iidefl Ltd PLATE9 GRIR TCLL 30.4 Plate Grip DQL �.aa TC 4.95 Vert(1..�} 0.75 31-32 ?506 3&Q MT20 244/190 1"CD� 95.4 Lumber C?f?L 1.33 BC 0.97 Vert(C'� -0.90 31-32 >421 1&Q BCL� O,Q Rep St€ess Inee N9 �IB Q.84 Norz(GT} -OA9 13 nla nia BGQ� 10.0 Code FBC2Q17(TP12014 Matrix-S Weight:669 Ib FT=0% �UtU1B�Ft- BRAGING- TOP GMQRD 2x6 SP No.2*Exoept" TCJP CHORD Structural wood sheathing directly appliad or 5-2-3 oa purlins, T2:2x6 SP M 26 exaepf end verticals. BUT CM�RD 2x6 SP Na.2 �OT ChtQRt3 Rigid ceiking directly applied or 6-0-4 c�c bracing. WEBS 2x4 SP No.3 QTNERS 2x4 SP No.3 R�ACTIONS. AI!bearings 0.10-0 exoept{jt=Eength}13=0-8-0,21=Mechanical,14=0-8-0. (Ib)- �ax Norz 3=-77(�C 6) Max Upfi�f 7�11 uplift 1q01b or tess at joir�t(s}exeept 3=-668(lC 4},4=-1646(LC 5},13--2&11(LG 4},21=-$40(LG 5),14=-1413{LC 1} R�iax Grav Rt!reactians 250 Ib ar less at jaint(s)exc�pt 3�1119{L.G 29},A=2527(�C 1),93=4461(LC 1), z9=s��(�c�},�a=szs��e�} FC}RCES. (f6}-Max.Comp.flklax.l'en.-AII fareea 250(Ib}or less exeept when shown. TQP ChIC?RD 1-2=-363/575,2-3--363t575,45=-4361/2$�a5,5-6--4361/2&55,6-7=-436112855, 7-�=-1 051 51686 7,8-9=-1051516867,9-1 4=-83 4315443.10-11=-�34316443, 1 1-1 2-834315443,12-13=-3$25(24�9,14-15=-1611/1402,15-1 6=-1 5 1 171 402, 16-9 7=-1511/1402,1 T-1&=-1616/1542,19a22=-290/282 BC7T CFiORD 25-43=-1978l2091,24-43=-1978l2Q91,24-44=-1978t2091,23-44--1978J2091, 23-45=-1542(1616,?2-45a-1 5 4211 6 1 6,35-47=-5511(843Q,34-4T=-651118430, 33-34=-55111$Q34,33-48=-5591/8430,32-48=-5611(8430,32-49=-66511101$5, 31-49=-6651114185,3Q-31--6651f14185,34-5Q4-6651i10185,29-50=-6661t101fi5, 2951=-248913825,28-51=-24�913825 WEBS 1-38=-651/398,2-38=-587/863,3-3&=-8$11376,4-35=-2978(4549,7-35=-4234t2773, 7-32=-1413t2169,8-32=-545I460,9-32=-224145$,9-29=-1917(1267,11-23=-7Q2t561, 12-28=-3073/4�01,12-28=-998f765,1 3-2 8=-2 59713990,18-23=-32Qi323, 1&2 2=-1 56511 489,14-25--1Sd011617,1 7-2 5=-632162&,17-23=-508/473 NOTES- 1}2-ply truss to be connected tagether with/0d(0.148'"x3")nails as follaws: Top ahords cannected as follows:2x4-1 row at 0-9-0 ac,2x6-2 rows staggered at 4-9-d oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 ac. Webs connected as follovds:2x4-1 rovd at Q-9-4 oc. 2}�I!loads are considered equaily applied to all plies,except if noEed as front(F)or back(B}face in the LQAR CASE(S)section.Pfy to pEy connections have been provided ta distribute only Ioads not�d as(�or(B),unless othenvise indicated. 3)Wind:liSCE 7-14;Vult=175m�ah(3-seco�2d gust)Vasd=936mph;HVHZ;TCC7�=5.Opsf;BCQG=S.Opsf;h=15ft;Gal.II;Exp C;Encl., GCpi=0.18;MWFRS(envelope}gable end zone;cantit�ver left exposed;end verticaE leff exposed;poreh nght exposed;Lumb�r p0�=1.33 plate grip QOL=1.33 4)Provide adequate drainage fo prevenf wat�r po�2c�ing. 5)Flates et�ecked for a plus oe minus 0 deg�e rotation about its center. 6)This truss has been designec!for a 10.0 psf bottam chord live Ioad nonconcurrent with any other live Ioads. Gontinued on page 2 r t Toa��..—..' _ rus�s russ YP�� . }--^—�z�Y�m E Y LATOURDESIGN80EVEGEPME�T,iNC. . . 21D2n T10 RaofSpecial �� S AOQ85306 .lob Reference(aFtional} FORT DAILASTRUSS CO.LIC.,MlAA91,F�- . 8.42P s Apr 29 2Q21 hfifT'ek Ir�lustnes,iric.NJed Dec 15 16'33:4d 2Q27 Rage 1 ID:RUZDe4lordR_oLt�MvCdk2ozQXYS-AOE4QfZwt3Zf3gy 4A4SV H6RgJWyHTdQRDtr3E2ay8g16 Q-6-8 15-Q 2-9-0 ` 0-6-8W' 0-10 S � 1-4-0 � 325 12 Scale 314"=1' 4 3x4 5 "� 2x4 II � m 0 2 2No.2- N .3- � No. - p =r T1 N . No. - � `� N � p. - � �Q �XIQ= �4 �� 7 325 12 Q-6-8 1-5-4 Q�-8 0-1Q-8 Plata C7ffsets(X,Y}-- [7:0-1-12,4-2-q1 LflADiNG (psf} $PAGIRIG- 2-0-d CSI. DEFL. in (Ioc} Itdefl L/d PLATES GRIP TC�L 30.6 Plat�Grip DOL 1.04 TC Q.10 Vert(L�) -0.04 6 >999 360 MT24 244l190 TCDL 15A �umber DOL 1.33 BC 0.11 Vert(CT} -d.OQ 6 >999 180 BC�� 0.0 Rep Stress Incr YES W� 4.44 Horz{GT} -4.00 4 n(a n/a BGDL td.4 Code F�C2017li"PI2014 Matrix-P Weighf:13 Ib FT=0% �UMBER- BRACING- TOP GNORD 2x4 SP Na2 TOP GH{'}RD StrucfuraE wood sheathing dir�c#Ey applied or 1-6-0 oe puelins, BOT CHORD 2x4 SP No.2 excepf end verticals. WEBS 2x4 SP No.3 BQT CHQRD Rigid ceiling directfy appEied or 6-4-Q oc bracing. REACTIONS. (Ib(size) 7=501Mechanical,4=561Mechanical,5=14qfMechanioal Max Narz 7=12(LC 9) Max Upfift7=-13(LC 8),4=-65(LC 8},5=-150(�C 6} ft�ax Grav 7=224(EG 17),4=5Q(LC 1},5=2&8(�C 21} FORC�S. (Ib}-Max.�omp./tWax.Ten.-,4Ii forces 260(Ib}or iess except when shawn. TOP CH�FtQ 3-5=-147t3d3 NC?TES- 1}Wind:ASCE 7-9Q;Vulf=175mph{3-secand gust}Vasd=136mph;HVH2;TGpL=S,Opsf,�CD[.=SApsf;hP1Sft;Cat.II;�xp G;End., GCpi=0.1�;�WFRS(envefape)gable end zone and CaC�xterior(2}0-1-92 ta 2-7-�zane;poroh left exposed,C-C far members and foroes&RflVVPRS for reactions shown,E.umber DO�=°f.33 pPate c�rip DO1=1.33 2}Provide adequate drainage to prevenf water pond6ng. 3}Plates checked foc a plus or minus 0 degr�e ratation about its oenter. 4}This truss has been designed for a 10,Q psf battam choed Iive Iaad noncanoument with any othar live loacls. 5}R�f�r ta gird�:r(s)f�r tnjss to iruss eonnections. 6}Provide mechaniaal cana�ction{by others}af truss fo ba�ri�g plate capabie o(wifhstending t3 Ib upiift at joint 7,55 Ib aplift aS joint 4 and 150 1b upliff at joinf 5. � �This iruss has been desig�ted fae a moving concentrafed Ioad af 2QQ.alb dead Eocafed at all mid panels and at all panel points alang the Bottom Chard,nonconcurrent with any o4her Iive Ioads. tOAD CRSE(S} Standard �o � �uSS �uss ype y y � LATOUR QESiGN&DEVEIEFMENT,(NC. 21D26 TtA FLAT 1 A4Q&5307 � Job Referet7ae o t(onal FORT DA€�CAS TRUSS CQ LLC-.hIRMi,FL- 8 420 s AQr 29 2fl21 M TeK Indushies,I nc Wed Dec�5 18'3322 2021 Pacae 2 Ip RUZQe4lordR_o�bPvlvGdk?ozQXYS-pnump8174otB1ZP�xnq67Dom Mp4YxTGPzpQk4Gsy8�IR NOTES- 7}Re�er to gircler(s)for truss to fri�ss connections, �}Provide mechanical connection(by others)oi truss to bearing plate capable af withstanding 658 Eb up(ifl at jeaint 3,1646 Ita upfift at joint 4,2811 Ib upiift at jaint 13,S44 Ib upliR at joint 21 and 1413 Ib upfift at joint 14. 9)This tr�ass has been designed far a rrtoving eoncer�tr�ted laad o(200.Oib dead located at a!I mid panels and al aIi pane(points along th�BoEtom Ghord,nonconcurrent wiih any other live Ioads. 94)This truss has large uplift reaction(s)feom gravity load oase(s).Proper connection is required to secure truss againsf upward movemenf at the bearinc�s.Build�ng designe� must prouide far upl`rft reaotions indicated. 11)Gap befween inside of top chord k�earing and first diagonal ar vertieal web sha{I nof exceed 0.5QOin. �4AD GASE(3} Standaed 1)Dead+Roof Live{baianced):Eumber IncrPase=1.33,Plate Encrease�1_QQ Uniiorm L�ads(pIE) Vert:1-4=-9Q,4-13=-113(F=-23},13-19=-9Q,19-20=-90,37-39=-43(F=-23),21-26=-24,27-36=-20,17-25=-23{F) a � �U�S fuS5 T�y�e�� y y LATQUR DESIGN&DEVGLEPMENT,lNC. �� � A008530& 21D26 - 12 Flat 3 1 Jab Referenoe a�fionaq FPRT DRLEAS TftUSS CQ��G.,MIAMi,Pl,. 8.420 s A�r 29 2021 P�1Tek Industries,hx. Wed Dec 15 16:53:25 202t Page 1 ID RUZC�41orc1R_oLbM�Cclk2azQXYS-E�lQauR9K?MjFEu1 GWSzfqrRQz�lliCgckQVVJykCByt3gIO ¢s o �-a-o 2-6-0 4�5-8 g�7-$ 1(k33 1410-75 19-&t0 2A-2-9 28-141 � 33-a13 3&-t-$ 3f3-O�& 42-5�6 45 7-11 A$10-7 52-2-1452 � 3fi-0 � 22-$�10�$ —A-7-15 � 47-11 �-4-7-Y1 �—47-1t� k-7-1� i A-7-11 -� 47-11 {�1f7Q 3-4-5� 3�2-12 � 32-12 + 3�4-& 0. 1 ao-s as-s Scal�=1:91.1 4x8= 6x1Q= Ax9= 6x14= 6x10= 5x6=?xQ I; 5x9Q= 9�'4 Ii 4x8==- 2xu II 4x$= �x� �I 4x8= Zxfi= 4x5= 2x4 II 4x8= 3x4 II W2 No.3- 2 3 4 42 5 g 7�N5 No-2- 8N5 No.2- gtVS No.2- id W��o.211 W{�No-2- �Na.a�� 36 W6 tft7>3- V��P}�+.3- t9 Zp � W1 _ _ � 44 � 45 37 36 50 � 59 �33 52 32 � 31 � � 29 � 28 � 27 2ti � 25 A7 24 4S � 4�J ��` 21 3x4 (I Ax&"�2>c4 I I �X�� 2x4 �� 4x8= 2x4 I[ 4x12= -0x5= 2x4 II 4x5= 4x8= 2x4 II �x�Q m 2x4 (€ Sx8MT18HS= 7x1QMT18HS m 2x4 �� 39-�8 2-6-� 4-&-$ 7- 10-3-3 1490-15 19-G1� 24-2-6 2&-40.1 33-5-13 3$-1-5 3 42-5-0 45-7-19 48-16-7 52-2-5452 8 2-6-0 2-2-8 it 4-7-91 47-19 47-11 47-11 47-11 47-ti 4-7-91 1 3-4-8 32-12 3-2-12 3-48 6- 10 o-a-s Plate Offsets(1C Y?-- �3:0-3-8,0-4-Q� [4:0-3-$0-4-8� (10:0-5-0 Edgel,[12:0-1-12 4-2-0] (13:0-2-8 0-5-4� [14:0-3-fi 0-4-8� [22:0-6-0 Q-4-41,[29:4-2-4A-2-0] �35.0-4-8 Q�2-� LOADING (psf} SPACING- 2-0-0 CSI. DEFL. in (loc} Udefl Ud PLATES GRlP TC[.L 30.Q �tate Grip DOL 1.4Q TC 0.53 Vert(LL) p.91 31-32 >425 360 MT20 2441190 TCD� 15.Q �umber DOL 1.33 BC 0.4& Vert(CT} -1.18 31-32 >32$ 186 f�Tt8HS 244l190 BCl.L 4.Q Rep Str�ss Inor YES WB 0.93 Horz(CT} -0.12 21 nla nla BGDL 10.0 Cod�FBC2017fTP12014 iWatrix-S Weight:399 Ib FT=Q°lo �U�B�R- BRACING- TOP CHQRD 2x6 SP i+�26*Except' TOP CHORD Structural wood sheathing directly applied ar 3-3-12 oc purlins, T3:2x6 SP No.2 except end verticals. BQT CHQRD 2x6 SP Nt 26°Except' BQT CHORD Rigid ceiEing directly applied or 4-8-�oc bracing. �1,�5:2x6 SP No.2 WEBS 1 Row at midpt 7-35 WE�S 2x4 SP No.3`Except` W4,W5:2x4 SP No.2 �TFtERS 2x6 SP M 26 LBR SCAB 1(1-15 2x8 SP M 26 t�oth sides RE.�CTPONS. AEI bearings 0-10-0 except(jt=length}21=Meehanic�l. (Ib}- Max Horz 3=-78(LG 8) Palax Upfift AII uplift 100 Ib or Iess at joint(s)except 3�-568(LC 6),4=-1341(LC 10), 13m-2938(�C 11),14=-2257(LC 9),21=-755(LG 7) Max Geav A(I reactions 250[b or less at joint(s}exeept 3=1058{lG 31},4=2178{�.0 1},13d4959(LC 1},14=131$(L�11).21=775(LC 1) FQRCES. ((b}-�ax.Comp.lMax.Ten.-AEI forces 250 Qb)ar Iess except when show�. TOP CHORD 1-2=-324l521,2-3=-32 4152 1,4-5=-3442f2Q36,5-6=-3A42(2036,6-7=-3442/2Q36, 7-&=-8185(482&,8-9=-8185(48Z8,@-10=-68641�460,10-40=-5$64/3480, 11-4Q=-5864/3460,11-22=-588413460,12-t3=-1 99311 1 73,14-41=-1110t1200, 1 5-4 1=-1 1 1 011 2 00,95-16=-1119(12Q0,1 6-1 7=-1 62111$T2,17-43=-1621t1872, 18-43=-t821(1�72,19-22=-276(27d BOT CHf}RD 25-47=-120QI1110,24-47=-120Q(1110,24-4 8=-1 5 5211 303,23-48=-1552(1303, 23-49=-1552/1303,22-49=-1552/1303,35-51=-3994t6764,34-51=-399416764, 33-34=-3994/6764,33-52=-3994f6764,32-52=-3994/6764,32-53=-469�I7963, 31-53=-4697/7963,34-31=-4697f7963,34-54=-469T/7963,29-54=-4697/7963, 29-55=-1173/1993,28-55=-1173/1993 WEBS 1-38=-585t428,2-38=-7 1 31758,338=-621/493,4-35=-2124(3592,7-35=-345812046, 7-32=-871l1479,8-32=-377l324,9-32=-149(39$,9-3 1=012 72,9-29=-21$4/1288, 11-29=-500/396,12-29=-238Q/4029,12-28=-393/343,13-28=-1224t20$0, 14-25=-1299/12Q2,16-25=389/305,16-24=-728/553,1 7-24=-3 091269,18-24=-346I347, 18-23=-271(277,18-22=-1282l1520 NOTES- 1)Attached 14-0-0 scab 10 ta 15,both face(s}2x6 SP M 26 with 2 row(s)of 10d(0.148"x3"}naiis spaced 9"o.c.except:starting at 9-9a12 irom end at joint 10,nail 2 row(s}at 4"o.c.for 4-2-4. 2)Wind:ASCE 7-10;VuIt=175mph{3-s�cond gust}Vasd=136mph;HVHZ;TCD�=5.Opsf;BGDL=5.4psf;h=15ft;Cat.II;Exp C;End., GCpi=0.18;MWFRS(enve(ape}gable end zone and GG Exterior(2)0-1-12 to 5-4-7,Ir�terior(1}5-4-7 to 47-11-5,Exterior(2}47-11-5 to 53-2-Q zone;cantilever left exposed;end vertical left exposed;porch right exposed;GC for members and forces�MW�F2S for reactions shown;�umber DQL=1.33 plate grip DQ�=1.33 3}Rrovide adequate drainage to prevent water ponding. Confinued on page 2 o� � rUss � fUSs ype � y y LATOUR QESGN&DEVELEPMENT,lNG. � AQQ8530& 21 D26 T`2 Flat 3 1 Jok�Reference o tionai � FORT DALLAS TRUSS CQ L�G.,MIAPAi,Fl. . £3 420 s Apr 29 2021 tvtiTek I r�dustries,!�x Wed Dec 75 16:33�25 2Q2t Pac�e 2 ID RUZde4lordR_aLbMvGdk2ozQXYS-EMauR9K�MjFlu1GWSzfqrRQzWliCgckQWQyktBy&giQ NOT�S- 4}All plates are NiT2Q plaies unless otherwise indieated, 5}Plates checked for a plus or rninus Q degree rotation about its center. 6}This truss has been designed for a 1QA psf bottom chord live load nonconcurrent with any other live loads. 7}Refer to girder(s)for truss to feuss cor�naetions. 8}Pravide meehanical conneetion(by othees}of truss to bearing plafe capable of withstanding 568!b u�Ii(f at joint 3,1341 Ib upli$at joint 4,2938 Ib upllft at joirrt 13,2257 Ib uplift at joint 14 and 755 Ib uplift at�oint 21. 9)This truss has been designed for a rnoving cancentrated load af 200.OIb dead iocated at all mid panefs and at all panel points along the Bottam Choed,nonconcurrent with any other live loads. 10}This truss has large uplift reactian(s)from gravify Ioad ease(s}.Propar conn¢ction is required to seeure truss against upward moverne�2t at the bearings.�uilding design�r must provide for upEift reactians inclicated. 77)Gap between ineide of top chord beadnc�anc�fi�st diagona!os v�rtica!w�k�shaA�ot exo�e�i G.SGOi��. �4AD CASE(Sj Sta�dard a�� � � russ russ ype y y �ATOUR DESIGN&DEVELEPME€�3T',INC. A6Q8a3Q9 21 D26 T3 Flaf 8 1 Job Reference o tional Pt�RT DALtAS TRU88 CG-L.LC_,RAIAMI.FE- 8 420 s Apr 2�3 2029 MTek l�ustries,Ir� VVed Dec 15 483328 2Q2t Pa e 1 €D:RUZC�AIorclR_oE bf�vGdk2ozQXYS-exG13Bf�ufedKlUp�85DXS3dPKVIR�SsGMBQUWy�gi� 72-1-& 39-6-8 532-4 3-113 7-6-13 t1-2-&11�3-Q, 17-314 2'<-6-5 27-8-1t 32-fi-2 38-1-& 3Q-6�0 43-574 47-9-$ 52-2-iG 52 � 3-11-3 3-7-11 3-7-11 0.-8 5-2- -6 r 5-2-6 5-2-6 5-2-G 5-2-6 6-1C}�& 4-5-6 4-3-10 ' 4-5-6 0--1 aiaa o-aa �..e=1�.91.4 7x1Q= 6x10= 6xiC= 2x4 ii �fix5= 6xiu= 4x8= 4x8= 2xA II 7xt4= 2x4 I) 6x1G= 4x&= ZXQ �� 4x$= 3xA II � W2No.3- i�$'3fVo.3- 334 4 5 g 7 & 9 V�SNo.2- 11 12 �g 14 W�Slo.3- "�� 17 � _ 33 � 32 � 39 �� 30 29 41 2& �2 27 �� 25 QQ 24 � �� 2� � �� 39 � 40 �g 18 3x4 �� 4x8= 4x5= 2xA II 4x8= dx12= 2�;4 II dx12= 2x4 II 4x8= �X'� �� bk10= 2xA (� SxSMT18HS= �Q �) 'l0-4-0 Q 11 0 26-0-0 0 11 Q '13-5-Q 0�1{12$3-11-3 7-6-13 11-2-8 12-1& 17-3-14 22-6-5 27$-11 32-11-2 38-t-8 3g-0 43-5-14 47-9$ 52-2-14 52r6-$ 0�10•83-0-11 3-7-11 3-7- 11 011-�Q 5-2-6 �� 5-2-6 � 5-2-6 � 5-2-�-5-2-6 Ot1� 4-5-fi 4-3-10 4-5-6 Q-�10 Plete t�ffsefs{X,Y)-- [1:0-3-8,0-4-Q],[G:0-3-$,0-4-0],[5:Q-3-8,4-4-12],[7:0-2-4,4-2-0),[9:Q-3-t},0-4-8],[1 1:0-3-$,0-4-8],[92:Q-3-8,0-4-Oj,[19:0-5-0,0-4-4],[24:0-3-12,0-2-0], 2Z0-5-12,�-2-Q 28:Q-3-0 Q-2-0 L4aD[NG(ps(} SFAClhiG- 2-0-Q CSi. DEFI„ in (Ioa} lldaf( L/d PLATES GRIP TCLL 34.0 Rlate Grip DOL 1.00 TC Q.82 Vert{LL) 4.59 25-27 >523 360 MT2d 244/19Q TCD�. 15.0 Luml7er D4l 1.33 �C Q.38 Vert(CT) a4.77 25-27 >401 180 MT18FIS 244l190 BGLL OA Rep Stress Incr Y�S �!B 0.95 Hoa�er} -a.�2 11 n!a n(a BCDL 1Q.0 Gode FB�2017lTPI2014 RhatrixS Weight:3281b �T=0°t� �UMBER- �RRCING_ TOP CH4RD 2x6 SP No.2 TOP CHORD Structural wood sheafhing direetiy appEied or 2-7a15 oc parlins, BQT�HORD 2x6 SP No.2*Except` exc�pt end verticals. 63,82:2x6 SP M 26 BOT GHOi2D Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2x4 SP No.3°Exoept' WEB3 1 f2ow a4 midpt 9-24 W5:2x4 SP Na.2 REFICTMANS. All bea�ings 0-1Q-4 except(jt=iength)1�=l49echanieal. (!b)- Max Uplift AII up6ft 100!6 or Iess a#joinf(s)except 1=-519(LG 6),Q=-236(LC 9},5=-1338(LG 10),11=-12�3(L� 11),92=-471(�C 6),1�=�767(LC 7} Max Grav All reacfions 250 Ib or fess af joint(s)4 except 1=546(LC 1},5=2224(LC 1),11=2075(LG 1}, 12=286(�.0 25),18=781(I�C 1} F4RG�5. (Eb)-Max.Comp.lf�ax.Ten.-AII forces 250(Ib)of less except when shown. TC}P CHORD 1-2=-8 4411 045,2-34=-84419Q45,3-34=-844/1045,3-4=-91211Q76,6-6=-343Qi20Q1, &-7=-3434t2401,7-8=-5572/3268,8-9=-5572/328&,9-10=-338311975,10-11=-3383l1975, 1 2-1 3=-1 43211 6$6,13-14--1432t1686,14-15=-1432/1686,1 6-1 5=-31 312g9 BOT CHURD 32-36=-1076(912,31-36=-1076l912,21-39=-1874l1550,2Q-99=-1$74(1550, 2Q-40=-1&74l15S4,19-<50--1 8 7411 550,2�-42�-2p0113430,27-42��2Q01t3430, 26-27=-3349(5706,26-43=a3349/6706,25-Q3=-3349(5706,25-44�-3349t5746, 24-44--3349/5706 WEBS 1432=-908�/880,2-32=-297(252,3-31=-289(265„4-31=-1153t977,5-28=-207013549, 7-28=-781f580,7-27=-13d812213,&-27=-475f392,9-27=-336(189,9-25=0/286, 9-24=-2399/1G24,11-24=-2Q44I350Q,11-23=df265,1 2-2 1=-1 76611 5Q0,14-21=-3371295, 15-20=-298/279,1 5-1 9=-1 44311 733 NOT�S- 1)Wi�2d:ASCE 7-10;Vult=175mph(3-second gust}Vasd=136mph;HVHZ;l"CDL=S.Opsf;BGE}L=5.Opsf;h=15t�;Cat.il;Exp C;Encf., GCpi=0.18;MWFRS(envelope)gable end zone and GC Exterior(2)1-4-4 to 6-2-16,Interiae{1}6-2-15 to 47-9-8,Exterior(2j47-9-8 to 53-2-0 zone;porch left and right exposed;GC for members and forces&MWFRS for reactions shown;�umber QOL=1.33 plate grip DOL=1.33 Z)Provide adequate drainage to prevent water ponding. 3}All p(ates are N1T2Q plates unless othervvise indicated. 4}Ptates checked for a plus oe minus 0 degre�rotatian ak�oui its canter. 5)This truss has been designed for a 1 d.d psS bottom chord iive load nonconcurrent with any other five Ioads. 6)ReEer to girdee(s)for Iruss ta truss cannectior7s. 7}Provide mecha�ical connection(by ofhers}of truss fo bearing plate capable of withstanding 519 Ib uplift at joint 1,236 Ib uplift at jaint 4,1338 Ib uplift at joint 5,1243 Ib uplift at joint 11,471 Ib uplift at jaint 12 and 767 Ib uplift at joint 18. 8)This truss has been ciesigned for a moving concentrated laad of 20Q.OIb dead Iocafed at alI mid panels and at al!panei points aiong the Bottom Chord,nonconeurrent writh any other live loads. 9}Gap betw�en inside af top chord l�earing and fiest diagonal or vertieal web shall not exceed Q.500in, Continued on page 2 �— russ . ... . russ ype . .. .._. y y �A?t?UR DESIGN 8 DEV��EpP�ENT,iNG. � 21p26 . . . T3 Flat � � AOQ86309 Job Re€er�nce o tional FORT DALIAS TftUSS GQ LLG-,WfIAMi,FL. 8 A20 s Apr 29 2G21 MiTe4�lndustries,Inc Wed Dec 15 16�33-2&2Q21 Page 2 I L�:RUZL�e4IordR_oGbMvCdk2ozQXYS-exG 13B P�ufedK{U p5&5DXS30PlfVIRtz8sC MBOU WyBg{� LOAD CASE{S) Standard , . �a � � russ � �uss �rpe y � y � LATOUR QESIGhI&PEVEtEPMENT,INC4 ^� 21 D26 �T4 Ftat _rt--� � A4CS5310 �Job Reference��tlor2al) FC3RT C?ALLRS ll�U9S CC�LLC.,MWh1i,FL . S_420 s A�r 29 2Q21 MiTek Endustries:Im.Wed Dec 15 1�33:31 2Q21 P�ge t f C?:RUZDe4lordR_o�b MvCdk2ozQXYS-2V�9iDP myZQvcyYgpDm E4ieybif 4 K7IulC�'2Aqy8gl I 12_1-8 �6-7-& 532-Q 0r10�8 3-11 3 7-6-93 11-2-81�9����3_-a 16�1Q-2 21-G11 2&35 3Q-11-14 3G&�8 36-7�Q 41-10-9 46-11-14 52-2-24 52 0.16�8 3-�0-11 f 3-7-11�' 3-�-t 1 C-b-8� 4-8-10 48-10 � A-$-1Q r 4-8-10 ' 4E-1Q 0-148 31 �� 5-1-5 � 5-3-1 0.-1 0-1Q-& Q-�-� u��e=1:91.A 3x6 II 4x8= 6x1Q= 2x4 E! 6x'!C- 2x4 (� �x�= 3xf� iI �Sx8��— 4xi"v= 2x4 II 4x8= 2x4 II 6k10= 4x8= �gt��- W2No.3- Vq4No.3- 336 4 5 7JV7No.3- �JV7No.3- 5JY7No W61No.2- �2 �3 g�y�3_ 4x5-�� t7 � B �iQ W8 NPo�- 37 18 � 35 � 3& � 33 �0 32 �1 4A � 45 � 28 27 46 � 47 � `4 41 23 42 22 29 43 �� 19 3x4 (E �x&= 2x4 II 4xS= 2x4 €i 4x10= 2�c4 II Bx1Q= 2:c4 I) 4x12= y�8— 5x8 II 4x5= 6x90= �4 �� 4x�_ 10.4-Q Q 11 0 23-7-0 0 11 Q 15-1Q-6 ��1Qr83-11-3 7-6-13 11-2-8 1�-1�8 16-10-2 21-6-11 2635 34-11-14 35-88 3�i-7F8 41-1Q-9 46-11-1A 52-2-14 52��-5 0-10-$3-0 11 3-7-91 3-7-11 Q-11--'0 --f3 14 0--� 4-&-iQ � 4-&-10 r A-S-10 Q-11-0 5-3-1 5-1-5 � 53-1 0-�'-1Q Plate Qfisefs(X,Y)-- [1:0-3-$,0-4-0],[4:0-Q-0,0-0-8j,[5:4-4-8,0-0-0],[7:0-3-0,0-2-4j,[12:4-3-8,4-4-4],[13:03-8,0-4-0],[17:4-5-0,0-4-0],[20:4-4-8,4-1-0],[21:0-3-8,0-2-0], �22:0-2-1Q 0-2-Q] [23:4-4-8 0-2-d1 f�6:0-5-0 0-3-121 f29:Q-3-8,Q-2-41 f31:d-2-8 0-2-4] LQADENG(psf} BPACING- 2-0-0 CSI. DEFL, in (Ioe) I(defl Lld PLATE$ GRIP TGI�� 30.0 PEate�rip DOL 9.00 TG Q.69 Vert(LL} 0.44 27-29 >63Q 3&0 MT2d 244f19Q TCD� 15.0 l�e�mber DO� 1.33 BC Q.86 Vert(CT) -0.58 27-29 >483 180 BCLL 0.0 Rep Stress Incr YES WB Q.87 Horz(CT} -0.49 19 n/a nla BGC}L 10.0 Cod��BC2017(TPI2014 Matrix-S Weight:328 Ib FT=0°l0 LUtN��R- �t3ACIEVCr TC3P CHORD 2x6 SP No.2 TOP CNORD Structural waod sheafhing directly applied or 3-d-15 oc purlir�s, BQT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3'Exoept* BOT CHQRD Rigid ceiling directly applied or 4-4-7 oc bracing. W1,W6:2x4 SP No.2 WEBS 1 Row at midpt 7-31,13-23,17-21 REAGTIONS. AII bearings 0-10-4 except Qt-length}19�[Vlechanical. (fb}- @fax Up4ift AII uplift 100!b or fess af joint(s)excepf 1=-518(LC 6},4=-255(�G 9),5=-1185(LC 1fl),12=-992([.0 11},13=-811(�C B),19=-�$7(LC 7) Max Grav �,II reac5ons 250{b or Iess at jaint(s}4 except 1=544(LC 1),6�1371(k�C 1},12=1676(LC 1}, 13M594(�G 1},�9=9f16(LC 1) F4�CES. (Ib}-fulax.Camp.ttViax.Ten.-A!!farces 250(tb}or less except when shown. TC}P�H4R[} 1-2=-842(1444,2-36--842(1044,3�36=-842(1044,7-$=-4618(2711,8-9=�461�(2711, 9-10=-2791f1635.10-11=-2791/1635,11-12=-2791/1635,13-1A�-196E12331, 14-15=-196812331,15-16=-196$t2331,1 6-3 7=-2 1 4612 578,1 7-3 7=-2 1 4612 5 76, 17-2Q=-846l896 BQT CFlORC} 34-39=-90671901,3339�-1067l901,33-4Q=-146719Q1,32-44=-10671901, 23-42=-2576(2146,22-42=-257612146,21-22=-2576(2146,21-43=_334/267, 20-43=-334f267,31a44=-1620t2771,30-44=-162012771,3d-45=-16�Ql2771, 29-q5=-1 6 2012 7 71,28-29=-27181462Q,27-28=-271&(4624,27-�46=-271$l4624, 26-46=-2718l4624 W�BS 134=-1086t�76,2-34=-298l252,3-33=-2401254,332=-965/1143,A32=-518/393, 5-31=-468!$6$,7-31=-28$$!16&8,7-3d=0l291,7-29=-1134(192Q,8-29=-450(867, 9-27=4l263,9-26=-19d6t1129,12-26�-1704/2908,1 6-2 1=-9 9613 53,1 5-2 3=-3 79133 7, 13-23=-240912q35,16-23=-300l253,17-21=-231811942 NOTES- 1)Wind:ASCE 7-10;VuIt=175mph(3-second gust}Vasd=136mph;HVHZ;TCDL=5.Opsf;�CD�=S.Qpsf;h=15R;Cat.II;Exp C;End., GGpi=4.18;t�l/VFRS(envelope}gable end zone and C-C�xteeiar(2}1-4-4 to 6-2-15,lnteeior(1)8-2-15 ta 47-11-5,Extarior(2} 47-11-5 to 53-2-0 zone;porch Ieft and right exposed;C-C for mert2bers ar�d foroes&MWFRS for reactions sMawn;Lumber ROL=1.33 �late grip DOL=1.33 2)Peavide adequate drainage ta preveni wafer ponding. 3}Plates cl2ecked far a plus oe mit�us 0 degree rofafion about its center. 4)This truss has been designed for a 1Q.0 psf botfom chcard liue faad noncancurrent wiih any other Iive loads. 5}Refer Eo c�irder{s)for truss to truss connectians. 6}Pravide mecha�2iaal connecfion(by others)of truss to bearing plafe capable af witk�standing 51S fb upEi(t at joinf 1,255 Eb uplift af joint 4,1185 Ib uplift at}oint 5,992 Ib apli�t at joint 92,811 Ib uglift af joint 13 and 8&7 Ib uplift at joint 19. 7)This truss has been designed for a moving conaentrated load of 200.d1b dead located at ail mid panels and at all panel points aiong the�ottom Ghoed,nanconcurrent with any ather live laads. 8)Gap batween inside of top chord bearing and first diaganal or verticai web shail not exceed 0.50pin. Contim�ed on page 2 P � o � � � CusS � russ ype y � y LATOUR DESIGN&DEVELEPMENT,ING � qppg5310� 21D26 T4 Flat � � � JOb E2@f�tUtic2 OptlQtidl) . FORT DRLLAS TRUSS GQ-LLC.,MIAM I,FL &-420 s A�r 29 2Q2�M Tek I ndastries,I nc. Wad C?ec 15 16�"i3-31 2Q21 P�ge 2 ID:RUZC)e4lordR_o�bMvCdk2ozQXYS-2 Wk9i DP myZOvcyYg pC1n2E4ieybif 4 K71 u KP24qy&�€I LQAD CASE(S) Standard O �� � fUSS ���� �uss yp2 � � �� ��� .y LATQUR DESIGN&DEVELEPPAENT,INC. , ��� � AQQ353i5 21 D2B l'S Flat 3 1 T .1QD Re#erence aa�tlonal) FORT C1AE.lAS TRUSS CO.LLC_hIf1M1,FL 8 A20 s Apr 29 2Q21 M iTek I ndustries,I nc Weef pec S 5 16_33:33 2021 Page 9 ID:RUZDe4lordR_a�b�ivC4k2ort3XYS-?v3w7vQQU BGdSGh3wecai97jlNWL_YEFbLeu99jy&giG 12-1-8 367-8 53-2-Q Q,iQ,&377-3 7-6-13 11-2-811z3- 1G16-2 21-611 26-3-5 36-11-tA 3&&8 3('r7,0 41-165 46-11-14 52-2-tA 52r� 4�10.&3-P-11 , 3-7-71 '-3-7-19 0-�� 4-8-t0 � Q-8-1Q�---�� 4-ft-10 4-8-1Q 4-8-�14 Q-1�Q-& 53-1 T 5-1-5 �� 5-3-1 0-�-f 0-10-8 0-0-8 ��e=1�.91.4 3x8 I I 6x10= 6x10= 2x4 E! 6x1Q= 2x4 II 4x8= 3a6 II 4x8= 4x12= 2x4 II 4x12= 2x4 II 6x1Q= Ax8= �g1��. � Vd2 No.3- V$t4 No.3- 336 4 5 g 7 €3JV7 No.3- �JV7 No.� 11 2 13 WS N���-�. 4x5=18 37 17 18 �� 35 � 34 39 33 4d 32 31 44 � 45 � 28 �' 46 � Q7 25 24 A1 �� 42 22 2� 43 � 19 3x4 �� 4x&= 2x4 EI 4x5= 2x4 II 4x1Q= 2x4 I{ 6kS2= 2x4 11 4xt2= 4x8-" 5x8 11 4x8= b'x16= 2x4 �€ 4x8=_ 10-4-0 0 11 Q 2&7-0 Q 11 0 15-10-0 010 3-11-3 7-6-13 11-2-8 1 -1 16-10-2 21-&-11 26-3-5 30-it-14 35-$-& 3 -7 41-10-9 A6-11-14 52-2-94 52 -$ Q-10-83-0-11 3-7-11 3-7-11 6-11-0 4-&-10 A-8-14 48-14 4-&-10 4-8-10 0-11-0 5-3-1 5-1-5 53-1 0- -1Q Plate Offsets(X,Y}-- [9:4-3-8,Q-4-0],[4:p-4-0,0-4-8],[5:0-4�12,4-0-0],[9:0-4-0,4�2-0],[14:0-5-4,Edge],[12:4-3-8,0-Q-4],[13:0-3-8,0-4-d],(17:Q-5-Q,0-A-Q],[24:Q-4-�,0-1-0), ��7:o-a-s o-z-o� �Zz:o-2-�o a-a-oi t�s:o-a-s,0-3-�1,f29:o-4-0 4-2-01 LOADING(psf} SRACING- 2-0-0 CSI_ DEFL. in (Ioc) lFdefl Ud RLATES GRfP TCLL 30.Q Plate Grip ROG 1.Q0 TC Q.6$ Vert(LL} 0.5&27-29 >481 360 MT20 244f19Q TGDL 16A �umber DOG 1.33 B� 0.�1 Vert(CT) -0.50 27-29 >560 184 �GLL 4.0 Rep Stress Incr YES WB 0.83 Horz{CT) 0.07 19 n/a n!a BCDL 10.0 Code FBG2017fTP12Q14 Niatrix-S Weight:32&Ib FT=0°fo Lurw��ft- s�naceNc� TOP CHORD 2x6 SP R/1 26*Excapt' TQP CHQRD Structural waod sheathing directly appl'red or 4-6-6 oc purli�s, T3:2x6 SP No.2 except end ver[icals. BOT CHORD 2x6 8P No.2 BC?T CHQRD Rigid ceifing dir�ctly applied or 2-19-4 ac bracing. WEBS 2x4 SP Rio.3`Except* WEBS 1 Row at midp( 7�31,7-29,12-26,13-23,17-21 W1,W6:2x4 SP No.2 REAGTtONS. Aff bearings Q-10-0 except({t=length)19=N1eohanical. Qb)- t�lax Upi`dt AII upliff 160 Ib ar less at jaint(s)except 1=-596(LG 6),4--259{L�9},5=-1256(L�14},12=-1016(�C 11},13e-&20(LC 6}, 19=-882(l.G 7) fNax Grau All reactions 25C}Ib or 4ess at joint(s)4 except 1=542(LC 1),5=2093(LG 1),12=171$(LC 1}, 13=556(LC 1),19=9�1(lC 1) FORCES. (Ib)-hA�.Comp.lf�ax.T�n,-A!I(orcas 25Q(Ib}or Eess except when shawn. TQP CFlC1FtD 1-2��39(1053,2a36=-83911053,3�36=-�39l1053,7-8=-454215320,&9=-4542(6320, 9-14=-2701i3181,10-11=-27Q113181,11-12=-2791/3181,13-14�-1 93 112 3 2 0, 1A-15=-1931I2320,95-16m-19311232Q,16-37=-2127(2563,17-37--2127t2563, 17-20=-840l892 BQT GFIORCI 34-39=-1d66/869,33-39--1466($69,33-40�-1066/869,32a44=a1086f$69, 23-42�-2S63f2127,22-4 2=-2 5 6312 1 2 7,21-22=-2563(2127,21-�t3=-333l266, 24-43-3331266,31-44�a3058(2597,30a444-3�6$/2597,3Q-45=-305&/2697, 29-45=-3b5812597,28-28=-5207/4449,27-28=-52Q7/4449,27-46=-52p7/4448, 26-46--520714449 WEBS 1-34=-10951873,2-34=-3021254,3-33=-2351254,3-32=-931(1142,4-3�--5191387, 5-31=-1036t816,7-31=-2707/3187,7-30=-3271287,7-29=-2352/2Q21,8-29=-484(386, 9-23=-9$11293,9-27=-2601252,9-26=-1 81 7121 06,1 2-2 6=331 612 8 1 5,16-21=a3951353, 15-23=-369t324,93-23e-239911997,16-23=-347l251,17-21=-2305l1924 htOTES- 1}Wind:ASCE 7-10;Vuif=175mph{3-second gust}Vasd=136mph;HVNZ;TCpL=S.Opsf;�CDL=5.dpsf;h=15ft;Gat.II;Exp C;Enc4., GCpi=O.t8;MWFRS(envelope)gable end zone;porch feft and right exposed;Lumber DO�=1.33 plate grip DC?�=9.33 2}GC wind load user defined. 3)Provide adequate drainage to prevent water ponding. 4)Rlatas checked for a plus ar minus 0 degres rotation about its center. 5)This truss has been designed{or a 10.4 psf bottom chord live load noneoncurrenf with any other live ioads. 6}Refer ta girder(s}far fruss to truss eannectiQns. 7}Provide mechanical connection(by others)of truss to beaeing plate capable of withstanding 515 Ib uplift at joint 1,259 Ib uplift af joint 4,1256 Ib uplift at joint 5,1016 Ib upfift at joint 12,820 Eb uplift at joint 13 and 8$2 Ib upPift at joint 19. 8}�oad case{s}4 haslhave been modified.Building designer must review loads to verify that they are correot for the intended use of this truss. Continued on page 2 � CUSS YU�S yp8 T� , �� �'� �.. � I.ATCJUR DESIGN R C3EVElEPMEhlT,{NC. _________-�� 21Q26 T5 Flat � � A0085311 Job Referenu�e o tional FCJRT DALLAS TRIiSS CO.L�C.,MIAMI,FC. � 8A20 s Apr 29 2021 RfliTek I�uiustries,Ir'�c Wed Dec 15 1F33:34 2021 Ra e 2 IQ RUZDe4loraR_Q�bMvCdk2ozQXY�-TSdIKEReFU4UTPGFUMJxiKGTlwhDHhVkaleih9y�jl� NOTE�- 9)T12is truss has been designed for a moving concentratecf load of 200.41b dead loca4ed at aH mid paneis and at all panel points alony the Bottam Gl�ord,r�onconeurrent with any other live laads. 1Q)Gap b�tween inside of top chord bearing�nd first diaganal or vertieal w�b shall not exceed 0.50Qin. G.OAD CA�aE(S} Standard Exe�pt: 4)Dead�0.6 C-G�111ind{Pos.Internal}Gase 9:Lumb€:r Increase=1.33,Plate Increase=1.33 Uniform Loads(pIt} Vert:1-36-77,36-37=63,17-37=77,17-1$=65,32-35=65.19-24=65,25-31=6a o fUT 5s -�� � fUSS y(�@ � �� � Y y LATC�UR DESIGN&DEVE�Ef'MENT,INC. � �21D26 T6 Flat ... � 1 �Q��312 Job Referenee�apfi�nalZ FORTpALtASTRUSSCO-LLG-,MIAMl,R- 8.42QsApr292021MiTeklndustnes,inc.WedDec151633�3G�2Q2� Page1 ID:RUZQe4IprdR_oLb MvGdk2azQXYS-PUl2IvrSrn6�B��dcm MPnILpXjNl�ib?11 c7pm2yt�glD 12-1-fi 36-7-8 63-2-0 Q1 83-11-3 7-G-t3 11-2-&11 16-90.2 21-&14 2635 �11-14 35-&-& 36-T�0 49-109 A6-S1-14 52-2-14 52r�5-$ Q-10.&3-0.11 3-7-tt 3-7-11 0- & 48-10��^ 4-&-70 � 4-l3-1Q � 4-8-10 T-4-8-10 0-�& 53-1 5-1-5 5-3-1 0.-id 0.50.8 0-0-5 ��e=1:91.R 3x8 I I 6x10= 6x10= 2x4 II fix9Q= 2x4 (I Ax8= 3x6 II 4x8= 4x'12= 2x4 II 9xt2= �4 fl 6x10= 4x8= y�jg1��_ W2 No.3- VY'4 No.3- 336 4 5 7 �+V7 No.3- 9N7 No 11 2 13 &fQ6.3. 4x�'16 17 � 6 ��Q W&N&�- 37 18 � 35 � �A 39 33 � 32 3'! 44 � 45 � 2& �7 46 � 47 2S 24 A1 `�3 42 22 21 43 � 19 3x4 E� `�x8= �4 II 4x5= �4 II 4xtQ= 2r4 II 6k12= 2x4 II 4x12= qx&- 5x& I I 4x8= Bx1Q= 2x4 II 4x8=4 1 Q-4-Q Q 11 Q 23-7-0 Q 11 Q 15-10.0 0 10 3-11-3 7-6-13 11-2-8 1 -1� 16-10-2 21-6-11 263-5 30-11-14 35-8-& 3 -7 41-1Q-9 46-t1-14 52-2-14 52 -8 0-10&3-4-11 3-7-11 3-?-11 0-11-4 4-8-70 4-8-1Q 4-8-10 4-&-10 4-8-10 0-11-0 53-1 5-1-6 5-3-1 Q- -1Q Plate(?ffsets(X,Y}-- [1:0-3-8,0-4-0],[4:d-4-0,4-Q-8],[5:0-4-12,0-0-d],[9:0-4-QO-2-d],[1d:0-5-O,Edge],[12:0-3-8,0-4-4],f13:0-3-&,0-4-0],[97:0-5-0,0-4-0�,[20:Q-4-8,d-1-01, [21:0-3-8 4-2-01 (�2:4-2-10,Q-2-4� (26:0-4-8 0-3-81 (29:Q-4-0,0-2-61 Lt?ApING(psf} SPACING- 2-d-Q CSL DEFL. in (ioc} I/defl Lfd PLATES GRIP TCLL 3(3.Q Pfate Grip DOL 1.40 TC 9.68 Vert(�L} 0.5&27-29 >481 360 tv9T20 244(190 TCDI 15.0 L.umber C}OI� 1.33 BG 0.81 Vert(C'T) -4.54 27-29 ?560 180 BCLL 0.0 Rep 8tress Incr YES WB 0.83 Ho2(CT) d.07 19 n!a n(a 6CDL 10.0 Codo F�G2017fTPE2014 �at[ix-5 l/VeighE:328 Ib FT=Q°la LU�BER- BRACIIVG- TpP�HQRD 2x6 SP M 26`Except` TOP CHORD Structural wQad sheathing dieectky applied or 4-6-�oc pur4ins, T3:2x6 SP No.2 except end verticals. BC3T CHOf2D 2x6 SP Na.2 Bor crsaRa Rigid ceiling directEy appiied or 2-11-4 oc bracing. iNEBS 2x4 SP Na.3'Except' WEBS 1 Row at midpt 7-31,7-29,12-26,13-23,17-21 W1,W6:2x4 SP No.2 REACTIONS. REt bEanngs 0-10-0 exc�pt(jt=length}1�Machanical, (!b}- fNax Uplift A[I uplift 100 Ib or less at jaint(s)except 1-515(LC 6},4--258(�C 9),5=-1256(l,C 1Q},12=-1416(LC 11), 13=-&20(LC 6),19=-882(LC� �t�x Grav �II reactions 250 Ib or Iass at}oint(s)4 except 1=542(LC 9},5=2493(lC 1},12�1718(�C 1), 13=556{LG 1),19=901(LG 1) � F4RCES. {ib)-Max.Comp.lMax.Ten.-Ri!forces 250(lb}or Iess exc�pt when st�own. TOP�HQRD 1-2=-839/1453,2-36=-839l1453,3-36=-�39(1053,?-8w-4542t532p,8-9=-4542/5320, 9-1Q=-270�I3189,10-11=-2T01f3181,11-72=-2701(3181,'13-14=-19311232Q, 14-15--1931t232d,15-16=-193112324,16-37=-2927(2563,17-37=-2127(2563, 17-20m-S4dt892 BC?T CHQR[7 3439=-1Q861869,33-39=-1d66/869,33-44=-9066t$69,32-40=-1Q66($69, 23-42=-2583t2127,22-42=-2563/2127,2 1-2 2=-2 56312 1 2 7,21-43=-333/266, 2Q-43=-333(266,31-44=-3058(2597,3Q-44=-3p58/258T,30�45=-3058/2597, 29-45=-305�f2597,28-29=-52Q7f4449,27-28=-5207144Q9,27-46--52d714449, 26-46=-5207/4445 WEBS 1-34=-1095/873,2-34=-302f254,3-33=-2351254,3-32=-931/9142,4-32=-519/387, 5-31=-1Q36(II18,7-31=-270713187,7-30=-327t2&7,7-29=-2352f2421,$-29=-4841386, 9-29�-1$1(293,9-27=-250/252,9-26=-1817/2108,1 2-26=-33 1 612 8 1 5,16-21=-395(353, 15-23=-359(324,1 3-2 3=-2 39911 99 7,16-23=-307I261,17-21=-23d5(1924 NC?TES- 1)Wind:RSGE 7-10;VuIt=175mph(3-second gust)Vasd=136mph;HVHZ;TGD�=5.Opsf;BCDL=S.Opsf;h=15ft;Cat.II;Exp C;�ncl., GCpi=0.1�;MWFRS{envelop�)gable end zane;porch(efi and eight exposed;Lumber QO[.=1.33 plate c�rip DOL=1.33 2)G-G wirrd load user defined. 3}Provide adequate drainage to prevent water ponc�ing. 4}P4ates checked far�plus Qe minus 0 degree rotaEion a6out its center. 5}This truss has been designed for a 14.0 psf k�otfom chord Iive load noncancurrent with any other Iiv�Ioads, 6)R�fe€to girder(s}tor fruss to truss conn�ctior�s. �Pravide meehanical eanneation(by others}of truss ta bearing plate capak�le of wfthstanding 515 Ib uplift at joint 1,259 Ib uplifl at joint 4,1256 Ib upiift at joint 5,1016 Ib uplift at jaint/2,820 Ib uplift af joint 13 and&82 Ib uplift at jaint 19. 8)Load case(s}4 haslhave been modified.Buiiding desie�ner must review loads to veeify fhat they are carrect far the int�nded use o( this truss, Gontinued on page 2 ..0 . .. .... . �USS �USS YK� Y Y LATOURDESlGN�&[?EVEC.EPts4ENT.INC. AQQ$5312 2to�s �� F�a� � � � Job Referenee�o�tionap FORT DALLAS TftUSS CQ LLC-,PhlAMI,F�. . 8-420 s Apr 29 2027 MiTek industries,I�-VVed Dec 15 16:33:36 2021 F�ac e 2 ID:RUZDe4lordR_o�bMvCdk2ozQXYS-PUI2iw.R>m6eBjjQdcmMPr2EE�pXjNhib?11c7pm2y�glD NQT�S- 9}This truss has been designed for a moving concentrated load af 200.41U dead loeated at a!i mid pan�ls anci at all panel points along the Bottom Ghord,nonaoncurrent wifh any ather Iive IQads. 10)Gap hetween inside of tap chard bearing and(irst diagonal or verticai web shall nat exceed Q.SOQin. lf3AD GASE(S} Standard Except: 4}�ead+Q.6 CaC Wind{Pos.lnternal}Gase 1:�umber Increase=1.33,Plate Increase=1.33 Uniform l.oads(pl� Vert:1-36=77,36-37=63,1T-37=77,17-1&=65,32-35=65,19-24=65,25-31=65 4 > Oa €USS fUSS yp2 _ � ��-���y��€.AT(>URDESIGN&OEVEI_EPMENT,WG� 21D26 TS FLAT 1 A00&5313 � Job RePerence o tional�T__ PORT E�ALLRS TRUSS CQ LLC.,MIAMI,FL � � &420 s A�29 2Q21 MiTek Induetries,lnc.Wed Dee 15 16�33�A6 2Q21 Page 1 ID RUZQe4lardR_oLbMvCdk2az��YS-HF_ZbIWPqK&ciCKkPreC,?�xbVRHKkEhSbdyD50vpy8gl9 a-�-4 :as-z-a ss-2-o 2-6-0 9-&8�7-6 10-2-5 ik-&-1p t�J-33 23-&5� 25-4-6 3&5Q-1S 37-5-H 3$-2r0 9f-9-& 4�a-2-}1 45-7-15 52-&14 S2rG-R� �8�-0 2-2-8�469 �T A-6-9 �6-9�� 46-9 MB-9 48-9 � 46-9 �t-& 3� 7-�i 3�5-4T-3-6-A � 36-15 6��1d o-o-s o-o-s o-s-a Scale=1:90.9 6x'!0= ¢x&� 6x10= 2x4 II Sx6=2x4 II 7x10= 2x4 II �x16= 2x4 ({ dx&= 7x8= 4x8= 4x&= 4x5= 9x4 11 2x4 (I qx5= W2 No.3- 2 3 4 5 8 7 8 g 10 11 �Na.� W6 Npq�� W8 t�.3- W6$3b.3- 18 1 g � �� 38 � 37 40� � 45 � 46 �32 A7 31 4& � 29 49 2S � 27 51 `� � 41 �`� A2 � 43 a2 44 2� 20 3x4 II Ax8'-2x4 �I 5x12= �� �E 4x8= 2x4 II 4x9= 4x5= 2xA IE 4x&= �4 �� 7x10- 5x6� 2xA (I �xg= 6x10= 2x4 I I Q-8-S 0111T6 31-10-0 �r� 143-0 �&�8 i �� 2-&4 4-&-8 7- 1Q-21 14&10 19-33 2&313 2&46 32-10-15 37-5�$ 3 8 41-9-8 45-2-tt A&7-15 52-2-1Q52 8 2-6-0 2-2-8 -11-Q 4-G-9 -0-6-9 4-6-9 4-6-�9 4-6-9 4$-9 A$-9 3 37-0 3-5-4 3-5-4 3-6-16 Q--10 Flate C�Ffsets(X,Y?-- (3:0-3-8,Q-4-0],[4:0-3-8A-A-12�,[6:0-3�4,Q-4-8],[9:0-3-6,0-2-0],[11:0-2-0,0-2-0],[12:0-2-8,0-5-Oj,[13:03-8,d-4-O],[22:0-4-8,4-4-8),[28:0-2-4,0-2-4], (34:Q-6-0 Q-3-01 LQ,ADlNG (psf� SP�CING- 2-4-p CSI. REFL. in {6oc) VdeFI �,fd Pt.�T�5 GRI� TCLL 30.Q PEafe Grip D�l� 1.0fl TC 0.95 Vert{LL) 0.66 3fl-31 >573 360 MT20 244/190 TGDL 15.Q �umt�er pC}L 1.33 BC O,S3 Vert(CTJ -Q.86 30-31 >442 180 BCIG O.Q Rep Stress Incr NO W� Q.67 Horz(CT} -0.1d 12 n/a n/a BGDL 10.0 Cod�F�C2017f1"P12014 Matrix-S Weight;667 1b FT=d% �U�BER- 6RACING- TC?P CHt)RD 2x6 SP tVo.2 TQP GFIOf2C? Structural woad sheathing direotfy applied or 5-1-3 oc pe�rlins, BQT CHORD 2x6 SP No.2 except end verticafs. WEBS 2x4 SP No.3 �QT CHORD Rigid ceiling directiy applied or 6-0-0 oc bracing. REAGTIONS. All bearings 0-10-0 except(jt=leng4h)12=0-8-0,13=4-8-Q,20=P�eehanie�al. (Ib)- Nlax hiorz 3=-77(�C 6) Max Uplift AII uplift 1pQ Eb or less at}oinE(s)except 3=�548(�.0 4},4=-93$t{!.0 8},12=-2Q08(LC 8},13--T6II(LC 1},20�-�15(LC 5} Max Grav AII reactions 250Ib or less atjoint(s)excepf 3=1�41(LG 29},4=2250(�G 1),12=3371(LC 1}, 13=444{�C 9),20=834(LC 1} FORCES. (Eb)-Max.Camp.(iVlax.T�n.-All forces 250{ib)ae less except when shown. TC>F CHQRD 1-2=-344J6G7,2-3�-3041547,4-5=-3501l2072,5-6=-3501(2Q72,6-7=-€3651t5101, T-8=-865115101,8a9=-69&0/Q11(�,4-1Q=-69$Q14110,1Q-11=-6980t4110, 11-12=-340Q/1996,13-14=-14R7/1305,14-15=-1407J1305,15-16=-1407(1305, 16-17=-1542/1473,1$-21=-289f2$1 BOT CHC3RD 24-42=-1&5411957,23-42=-1�54t1957,23-43=-1854(1967,2 2-4 3=-1 8 5411 96 7, 22-�t4=-14731154�,21-44=-147311542,34-at6=-415117Q31,33-46=-495117Q31, �2-33=-4151/709�,32-47=-�151t7Q31,31-�47�-4151l7031,31-48=-509218638, 30-48=-5092/�638,29-3Q=-5Q92t�638,29-49--5092t8638,28-49=-5092/8638, 28-50=-1996l3A40,27-50=-199613400 WEBS 1-37=-618/330,Z-37=-447/7$7,3-37=-64&f306,4-34=-216213652,6-34--367412172, 6-31=-99211 68 5,731=-37�1323,8-31=-2731294,8-30=Q1274,$-28=-1725l1Q22, 1Q-2�=-5131400,19-28=-22Q013725,11-27=-8721621,12-27--2Q82f3546,17-22=-29513i2, 17-21=-9492t142Q,1 6-2 4=-2 6212 3 4,1 3-24=-1 39711 5Q5,16-24=-589l5�7, 16-22=-444T413 NOTES- 1)2-ply truss to be connected together with 10d(0.148"x3"}nails as follows: Top chards connected as follaws:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at Q-9-Q oc. Bottom chords cannected as follows:2x6-2 rows staggered at 0-9-d oc. Webs conr�ected as follows:2x4-1 row at 0-9-Q oc. 2}AII loads are eonsidered equally applied to all pti�s,except ii noted as front(P}or back(B}faee in the�ORD CASE(S}section.P!y ta pIy conneaEions have been provided to distnbate only laads noted as(F}oe(B),unless othenrvise indicated. 3}i�ind:ASCE 7-10;VuIt=175mph(3-seoond c�ust}Vasd=136mph;HVH2;TCdL=5.Opsf;BGDL=S.Opsf;h=15R;Cat.I(;Exp C;Encl., GCpi=4.18;AfiWFRS(envelape}gab4e end zan�;canlilever left expased;end vertical IefE exposed;porch eight ex�osed;Lumber DOL=1.33 plata grip DOL=1.33 4)Pravide adequate drainage to prevent water ponding. 5}Plates checked for a plus or rninus 0 degree eatation abouf its center. 6}This truss has b€:en designed for a 10,4 psf kottom chord Iive load nonconeurrent with any other live loads. Continued on page 2 O � �uSS "� TFUSS TypP y y �ATOUR DESlGN&DEVE�EPMENT�,(NC. � , �14Q35313 21D26 T8 �FLAT 1 � Jab Rzferenca(opt�onal} FORT DA�tJiS TRUSS Cf).LGG.,MIAMI,F�. &42Q s Apr 28 2Q21 MTek Endustries,inc-Wsd Dec 95 1633�4Q 2P21 Rage 2 I D:RUZDe4lprdR_a�b MvCdk2ozQX Y8-H F_Zb I WPq{<BdCKkPrcQLxbV RH KkEhSbdyD50vpy8gl9 NQTES- 7)Refar EQ girder(s}f�r truss to truss cor�nectians. 8}Pravide maettanical conneetio��(by others}of truss to beaeing plate capable of withstandieig S48 ib uplift at joint 3,13$1 Ib��plift at joint 4,2408 Ib upiift at joint 12,768 Ib uplift at joint 13 and 815 Ib upiift at joint 20. 9}This truss has Geen designed for a movPng concantrated load of 200.4Ib dead loaated at aIl mid panels and at all panel points along the Bottom Ghord,nanconcurrent with any other live Ioads. 10)Gap befiweeti inside of top chord kzearing and first cliagonal or vertieal web shall nof exeeed 0.5QOin. GC?AD GASE{S} Standard o �'uss russ ype� � ����� y y LATOUR DESiGN&DEVELEPMENT,INC. � A6085314 27D26 T9 ftaof Speciai 70 1 _,_ _ Job Reference o tianal F4R7 DALLAS TftUSS CO LLC.,MIAMi.FL. 8 d2Q s Apr 29 2621 MiTek Eruiustnes,I�. Wed Dec 15 16-33�42 2021 Pa�{e 1 ID:RUZpe4lordR_al bMvGdk2azc,2XYS-Ee6JQzXg�yQ�Retnyl Tp1 QbyD8ZX9UbwQXa7zly8gl7 0-6-8 2-9-0 i 0_�_& 2_�_�---i 325 12 Scale:31A"=1' A 3x4 l � 3 No2- 0 No. - o Ax& � o-�- T1 N W o. - & No2- w `�' ci Q 2x4 I I 3x4= 325 12 7 2x4 II 0-6-8 2-9-0 0-6-8 2-2-8 Plate Offs�ts(X,Y}-- �1:0-4-0,0-1-121 � LOf>DING (psi} SPAGlPIG- 2-0-0 CSL DEF�. in (!ac) ltdeEl Lfd Pt�TE� G�EP TCLE� 30.0 Plate Grip DQL 1.QQ TC d.21 Vert(LL} O,Q1 5-6 >999 36d MT2d 244(194 TG[?� 15.Q LumberDQl 1.33 �C 0.2t� Vert(CT) �0.01 5-6 >999 18Q BCL� 0.0 Rep Stress Incr YES WB 0.19 Horz(CT} -0.00 5 nta nla �CDE. 10.0 Gode FBC2Q17(TPI2014 fviatrix-S Weight:96 Eb FT=0% LUMBER- BRACtNG- TOP CHQRQ 2x4 9P PJo.2 TQ�CH�RD Structural wood sheathing dir�ctiy appiied or 2-9-0 oc purlins, BOT CHORD 2x4 8P No.2 except end verticals. WEBS 2x4 SP No.3 BQT CHOf2D Rigid cei6ng directly applied or 10-0-4 ac bracir�g. REl�CTIONS. {Iblsize} 7=1351f+�echanicai,5=136/Rlechanical Max Horz 7=71(tC 6} Max Upiift7=-91(GC 6},5=-16�(lC�} Max Grav 7=261(LC 17),5=261(LC 21} FORCES, {(b}-tvlax.Comp.ltNax.Ten.-A!E[orces 250(!b)or Iess except when shown. PIOTES- 1}Wind:ASG�7-10;VuIta175mph(3-second gust)Vasd�136mph;hIVHZ;TCDL=S.Qpsf;BGC7�=6.Qpsf;h=15R;Cat.I!;Exp C;Enci., GCpi�Q18;MWFR�{envelape}gable�nd zone and C-C Exterior(2)zane;porah left and right expased;C-C for members and forc�s &NiUi1FRS far reactior�s shown;Lumber DOL-1.33 plate grip L?Ol.=1.33 2}Provide adequate drainac�e to prevent water ponding. 3)Plates eheaked(or a plus ar minus 0 degree rotation about ifs center. 4}This truss has been designed far a 10.0 psf bottom chord Iive load nonconcurrent with any other live Eoads. 5)Reter to girder(s)for truss ta truss connections. 6}Provide mechanic�!eonnection(!�y afhars}of truss to b�annc�plate capabfe af withstanding 91 Ib uplifl at joint 7 and 168 Ib uplifl at joint 5, 7)This truss has b�en designed for a movinc�cor�centrated Ioad of 240AIb dead located at ail mid panels and at aEi panel poinfs along the Bottom Ghord,noncorrcurrent with any other live ioads. LOAD CASE{S} Standard • f � russ ��rE3es�� y y'� �arou�[��si�r�s o�v�tePi�erlc,�Ne_ --��----� aaosaa�� 21 P26 TSGEt Roaf Sp�ei21 Structua�f Gable 1 1 Job Reference o tional FORT DR�lAB TRUSS CO.��C.,MIAMi,FL � &42Q s Apr 29 2021 MiTek industries,Inc Wed Dec 1:1633�45 2021 Page t iQ_RUZD�41ordR_oLbMvCdk2ozQXYS-eDnSe?ZYftnwl6cMd9QWefDSoLapMtkM6Vpna1 y8gI4 2-9-0 2-9-0 325 92 Scale:3t4"=1' 2 3x4= �_.�-"'�^ 1 � �i E ivo2- 0 No. Q x a.3- W No- - S 1 No. - 7 Na.2- m r 0 0 2x4 I I 3x4= 325 1? 4 �4 II 2-9-0 2-9-0 LQAt?(NG (psf} SPACiNC'a- 2-d-Q GSL L�EFL, in (loc) Udeil l.td PI.AT�S GR1P TC�� 30.0 Plate Grip�O� 1.60 TC 4.19 Vert(Ll) 4.Q1 3-4 a9�9 360 MT20 244f19Q TCD� 15.0 Lumber DO�. 1.33 �C 0.29 Vert(Cl"} -Q.02 3-Q >999 180 BC�� 0.0 Rep Stress Incr YES WB 0.03 Horz{CT} -0,00 3 nta nla BCDI 10.Q Code FBC209 7(TP12014 Nlatrix-P iNc:ight:17 Ib FT=Q°fo �U�BER- BRACENG- TQP CHORD 2x4 SP No,2 T4P CNQRD Structura!wood sheathing directiy appli�d o�2-9-0 ae purlins, BdT CHORD 2x4 SP No.2 exaept end veeticals. WEBS 2x4 SP No.3 BOT CHQRD Rigid ceiling directly appEied or 6-4-0 oc bracing. C3TNERS 2x4 SP Na.3 RERCTIONS. (Ib(size) 4=135(Mechanicaf,3=135t(vlechanical Niax Ha[z 4�83(LC F) � Max UpEift4=-�3(LC 6),3�-176(EC 6} Max Grav 4=261(LC t&),3=261(LC 9 9) FORCES. (Ib)-Max.Comp.fMax.Ten.-All farces 25Q(lb)or less except when sfiown. NOTES- 1}Wind:ASCE 7-10;Vult=175mph{3-second gust}Vasd=936mph;HVHZ;TCD�=5.Qpsf;BGD�=S.Opsf;h=15ft;Cat.II;Exp C;EncE., GGpi=0.18;MWFRS(envelope)gable�nd zone and GG Exterior(2)zon�;porch Ieft and right exposed;C-C 4ar membees and forces �MWFRS for reactions shown;�umber DQL=1.33 piate grip DQ�=1.33 2) Truss designed for wind loads in the plane a#the teuss ar�ly. Far studs exposed to wind(normal to ths face),see 8tandard indusiry Gable End Details as applicable,or consufk qualified building designer as per ANSI(TPI 1. 3}Plates cheeked for a pfuS or minus 0 degree retation about its centee. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed 6or a 10.0 psf bottom chord INe load naneoneurrent with any afher Iive loads. 8)Refer to girder(s}for truss to truss conneetions. 7)Provide mecha�ical oannection(by oth�rs)of truss to beering pEate capable of withstanding 83 Ib uplift at joi�t 4 and 176 Ib uplift at jaint 3. �}This truss has been desic�ned for a moving concentrated load of 200.Oib dead located at all mid panels and at all panel points along the Bottom Chord,noncor�cuerent with any other live loads. LOAD CASE(Sj Standaed � . ,. �._ a ' �IAN�..1fiRY 1, 2C109 1/�/EF3 E3RfkC:IN� �EC{��t/1N1�NC)AT1�Iti1� �T-VV�E3�'i�AGE ' � _ 4fiT�:k!f���.ssir�es,Ch�st&riS�4d,i�RO f�L�� 1 Qf � �#U{tPttl.IM 1'Fi€tS'SIAIEB FC}RCE{tk3S.�{S4�r�a,t�7} x a��e� �- �.�_.�. . .._� �...� F ��°c�.c. --�--_-_--__ ��°c�.c. € ���c�.c, �aysfz� _ _ , __ a�a��r�� ����r���a�.rv�� � �������t�ar���a� rvw� Q�,��r�v�r���e���a�rv�� ' t�iTek Industrias,Inc. � B C Ci ,0. �3 C (� C � 1!? �• t(i7a 4�3#3s !et�B 282s ....t� Q•.... /3�A�� ....� f572.... ` 15i2 23.i8 . ._�943 .... �5�9:3 �� 47t5� � � d71.S ....... r'47ti._. .... _. ...... . .... ._ . ...._ . . ._... ...... __.. �__ ..�: .__.. � ._...� �c....._ ..... tA 0 1'50 t3d7 t3d7 2�2t _�F'b^ _ .. i0Q6 _ = tt79 77?9 i76b _ 2358 . 2358 3536 1$'.4" 89d 1�J48 tOhB 1�72 3ta3 4715 2C�-0" Ei�5 �fa3 943 141d 188a 19�5 2829 ' '6ay s;ze sh�i!be measured in beEweer�the eenters ai a pa;r of diagcanais or x-bracing. GENERRL NC}TES ' I T`fiPE BRRCIRfGMRT�RfR�S , aueon:s�asac�v>sR�nt��z��rc�ranu�ERrr��c�.��nv=_�arrRa�et��c�ras�ce�:-erv� ' I� .. �„ �.. iY�i}�A.F(b17R<'.EkkV6 i�lAP+iRRGbd rHE C'rAnNftA�A6 iS FCT BF_DESIi.NEL�QY ACXIAt!F�D ����, ',, � PPQFESSK.X:Ak.. '. I i X 4 kN6.35 SYP p.YNESF CA�GULi�qNS ARE 6ASE6 CY�i LATEftAI t�AC:E ChFRYtN�`i 2°6�F TN�ttiE9 f0€iGE. ', �',,. pry '�h'. 9. DtaCXltvRt.ORkGk'�G WUi7ER Wl A4UST��kME 5liE A�VD GHAtJE OR BETTER.AS i H€iASEFAt.6RAC.E �,.,. �, t5R?ERWi,A�3D SIiALI.9E NJ3?+�ui�R�V S;.:CN R h4tkdfvEft Ti+ki R 4tiTER9ECT5 WE@ h�E{.;C3E#i5 � 'i i 7��$#2.?RQ{f}��H�.�f F1 A?It!''R�Q`.0 4B E5FGR6E$ANO 9iW.L E#E NA#..€t3.4T`cAG}i ENb ANG eAt;f?SJLEf3H1EFkE47E Fk�.tS:s W IFli 2-flp i '�, ?�.+��'x2.S')�..`4?tx49RnCES.�totl{4`.t3;'x9'S�C.�i.��M�.6RAi.E�,AND3.•RdiG-;3�'�")�L?R'�&ORnCES. ', ' ......... r ......... ..._. ...._ ...... ....... .. . S. :.`t}NNEGP i.ATCfiA�9RkGE TC?EAGI4 TRUSS W TN 2-Bd{0.'3C'XF.S':NAI�S FOR tx4 lA5£RItL BRA;ES. ',. 2-iCC{Qi9t',.g')Nfl4�S EPR c."C�3 i r'X4 ERCERRl ERAGES.ANCI��,Lb{�_f31°%}'y FpFt TuS C.4`ERA�3RAG€S. [�j ` 2 X 3#3.STCI,�GPJ$T iSPF,ClF,FiF.l�fd SY(�) 9 C ATE§�AL 9RACE CNt7iJ��BE C{`i�`tTiNUGU9 AND SHQtI�c.OYEfiLAP AT�FJI�"T�NE TRU49 SPM:E � F{�i C£kNFtsiU(i'Y. ...._. . ....... ......_. ...... .._... ....... ... , g, FGIiADDRKShACGUtGAttiGfYlEfi€RGtNG6E5�NANR345ThllATK�t3iJF�RACitiG.GC>NSUtT ' � : 2 X 4#9,STD.GQNS7(SPF,�F.HF.OR SYF) osaes rEssQCHn+�,t�w3C+Wca o��r,�v_r�.nr�c�+n�Ecr��w�o rauss�s n,�e ec:.s�c�� . GIJIP�TO GfaCK)PfiACTfCE FCR h1ANGi7NG,ItiStAI i6ti6 k QfiAGR`:G CJF 4t�TA[F'�ATE C-QNNEU i'EC� �, W'.�pp 7RUSSE6,JOtN7lY 4�4?OL.UCEE�i3r4YCX.'1D TRt}SSGOU�.l�G�.f�teMEPiC+t qr=d FRI,f&S Pf,ATE It�5Ft?t7TE. � ......... ....... ...... ._-.. ....... ........ ...... Mvtw xYSIX�.R.�55�..nt11 2.rn9 W�Nx E(bRt:.4"f� . ��, [? I 2 X 6(t3 QR BETrER tSPP.DP,HF,OR SYPt >. ��er-ER ro S�CrFrc rpu�.S oEs��oriaw�,c rUa wea a.±enae�f�r�ace_ � �� � rnsu�,�ieo va E�s n��a�,sea a�n as�=z�a Ft1R STABIl.IZERS: I FC3R R SPAf,INQ 4F�d"O.G-OtJ!Y,�4fREK"STA9fi.tZER'TRUS9 6�es.��ING SYSTEPAS GAh±6E ', Se.ESrf:U'_J FC:(?:w?E A B,C.4tii}C13H�iG!'7C Aik?Et?tAL GftG3S&.ACti;ti FGH aTA6G.Rci#S` . I ARC Ta 6E 9€#.."WlQED RT 9AV a`t2c M�;R`:'�D At34VC.1Ht',;,{?E Q&!!i4?Ap0.4 fiiF?AGI"}G 4G�t"QtJF:iE� �. ' AT 7lTf�ti 9REk'X9.S7ABIt(Z_PS RtAY 4�E t7�FLACEEJ WIiN W�D RCCA,KING,SF,E"$TABI�fZFR' ��. i , `�U5S�4AC:INGtN5�;RLlkTK?iiCi}ItleA,°h�RRODUGTSP�;;lf1CA?k,^t. .._ �� ..__._. . _. DIRGQNAC BR,4CE � ' .•� _ �. , _ . , . ,, ., , ;��. • . _t. ,, , � , , , e, ++� , � ' `�� '' � � " Cor;rivuous�a�eaat � � a� � _ r '_ ' � '� �.�` � �`-,'� � -. , _ _ � ewaC� , � • !� 4 '�,,�. i �v_v : ar Y . , .. � . �kd..� . . � .,.._ �-1`��*:F"s��.5' �. o. ._ �. -� ?� • I {S�E Evf?�f-E 4i � q � � }� , � � - r �; . a < � , ` ^ . �. : , '. ._ ! �:. ,-r ,�., � � . � , ,� , ������4t6t��t�B�# _ � " : q� � �#�� ,. 4�,�,�*���,+�"�•�• ". �,ti,,���.�� .., Y£ :� ��, �`. � ��� ����� � Harizontal Biacking m� �C3 :���. .'� �*� e . , z ,� , � .�. ,�, ,a, �'. , ,,. .. .� �-a�nc,�u t�ec�u;��a�o�,2-o.c, � � n ° � Gaa a��n�a aa�o c �k�c���aac�un�; is�ur-F��co-�=�T ; �.�� � �a�� {Otie beg ot X-trracing sh�wn dasha�d tor drawtng eiarhy. ��GSS vvEB �.�^� . :a�,m e This leg wiil require horiz�nzal 4#nek#nS p "" f" �. � ,�f� �tE�,<.8"cRS � � s� neut to the top and E>ottom chord so tf afisch�s to ihe brac�plan�.} ,�e � < ^" ,/,,� e ,�"�;�5,'e/Ce ' `�^� This tn{ar�^a�ior�is�uovic4ed as s�recama�enda0en to essist in th� +'�+�,���t�, .�� �j ��'•'����+m re�uiremaet Por�rznar�ent boac4ng of th�in�svi�ual Kuss xeb ,� t,�� ..�' � � nembers.RddltionaE braei�a may s?ilI be requireci(cr:the stabitity ��'�� ���t��..���,�^�� �� o#the overali roaF syst�ri�.Ths mettaoci shown f�are is jusi o�e ����BB�l1f��'��� � � n��thod th�t can be used t�provide sta4sEity against:a?tr k�uckltng. � . _ _ ��� �61�� i a M a - � JANUARY 1, �Of�9 T-�RR�E l [-�RA�� C��TAI� ' ST - T-�€�AC� II �; R1i e�k'srtdustrie�.Chask��ti�f;3.tv4G F'3C32 1 Of 1 Note:�-�eacing l I-�racing tca a�used when cor�tin�;c�us lat�ra!bracing' ' is impractic�i. 1"-Brace l I-�rae� es�ust cc�ver 94�'l���w�b ler:t�th. , f�ote:This detaif NC)T ta be��sed to convert T-�r�re; 1-Br�ce webs to c4ntir�uous lateral brace��ebs. ' P�tiTek Endustr(es,lnc. _ _ _ _ . __ _ t�ailing Patfern _ Brace�ize _ T-Bra�e size _N�ii Size Uaii Spa�inr� for Qne-Pfy Truss ' 1 x4 ar 1 x6 __ 1 Qd _ 8"o.c. __ 2x4 ar 2xb or�x� 16d �,;o.c. _ Sp�cified Cc�nt`snuaus _ _ _ Rows af��teral Bracing __ t�ote: Naii alang entire i�ngti�of T-�ra�e,'I-Brace . Web Size � � (Qr�Two-Piys Nail to Both Plies; 2x3 or 2x� 1 x4("} T-Brace i x4{°) l-�race _ _ _ 2x6 _ 1 x6{°� T-Brace 2x6 1-Brace �x8 2x8 T-�rae� 2x8 1-BraGe Nails _ . BfaGe SiZe , for Twfl-Ply Truss Sp�cified Continuaus Raws af Lateral Bracing Sr�AC�tvG W�b�ize � _2 . 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace " 2x6 2x6 T-�race 2x6(-Brace_ WEB _ _ 2X8 2X�T-BraGe 2X8 1-�r1Ce - T-BRAGE � ''i 4���RI����� � �� � �. c ; ������ � � ��'�,�� .. �� �e `.>... s �F� � '4 .�' � ,� 'yr�qv'+w.d°y �y� "s +��+A,�+e� � i# • (��y. . �'�' 'F n*� .�� " e�`��� � ° N� �� �" � ,�r a " � ' " � o . , � d � , . . � . � + � .a ++�� w ., , � r+ . .�� '� �� ��"'°"°> �'` � �� . .., � Na�la Section Detail '".���„�•a + ,�`�J�� ,�*> .. p �`���'°4,�„��*�.�.,�':������� � �'��'.- T-G�1`r`�,��' �� ���L-��'a��� � �," � �t� ���r��a�p��'�� Web r." ��� � ���� Iv«€Fs T-�eaee i I-�rac�must be sam�species arad grade{or bet�er}as web member. t"} NOTE: If SYP v��ebs ar� used in the truss, t xA ctr 1 x6 SYP braces must be str�ss wet� < �-��-r.��� rated boards witn design values that are�qu�t to(or b�tter)the lruss web _ design values. , For SYP truss lum�er gr�des u{�to#2 with 1 X_bracing material, �ase IND 45 for T-Brace/i-Bra�� Naf�s For SYP truss fumlaer grades up to#1 wlth 1 X_bracing material, use IND 55 f€�r T-Brace,J1 Bracs; a � �, � �41 G�JA/ MP Framing Angles k=,� t,r , �� z ,7 ��rt,; MP—18 g�uge.Field adjustable from 45°to 180°(flat} a€���� t���� � io�a �*��t�� 3f�� �� ��—�$g�U�B.��Et7EE€12�`S�0@fl�(�Itl�aCld I(1Cf��SBS Stt'Gfl�th �������� �` .� �direepon �������?t�`���s�uR�:�� , ����, � ��������,�R� � ��`�����` t � ��,t:` `£{ �, ����i�jl�` s � �� �t,,�.� �� � \����,,, u �� t �� u �y. AG—16 gauge,Features staggered nail patterns which 1������� �.�. reduces wood splitting and alf�ws installation on both ��z�������� ° �` 3' � sid�s of the supported member �,i�� � a ,�@„���u��. : �� JA—14 or 16 gauge.Meavier sapacity framing angle � a�ust �.,� ,'�� �a: for joist suppart as°+a,s�°Enau `�` I�ateri�ls: See chart Typical 11�P 7ypiC�1 MP F�nish. G90 galvanizing installation rafter support install�tion Opt�ans: See chart for Corrosion Finish Optians 2-1J4"�� 2-114" � GQd�S: (BC,F��LA i s ava��aeG�tr� C t_#AT � 11�P S �gF �� � )1� �L t� � � � �h: � �;���� N �` � � ��k .y i� pt1�� �..�1 1'. ���„� �����`��? ..'��w.��sWl �r>� a �) Y i�11 �� � � ,y\ �1l� � 'J'�'.� t ti �? {. � ��� .��� � Y � `� � �� �� �� ��5 �c � a� � ;���ti4��'�} ��i��; ���' � � ����� t �}S 1'i \l� ��Ai�,��,. � `�� ��. �, .� �1 � Pl �� `�Y' t:c ts �< � ��'�� ����\i���3 � � �`���a �y `����� Ft � ��'y�� �'��i�����,.`�,� �,� �ll��� �F3,�,,,,,�� F2�-"'�""�"F3 � F3�� F2 ,yi � �.,t�;:'� � F3�� t'�F3 F3��'_"�F2 � 1���Y� Fi �� � `�fi"r;i}fi TYP°tcaE JA1 Typical JA7 Typical AC Typi�al A3 4 � � � installation installatian installation installation �€�,.��'�� `a �� y�� 4-7ft6" 1 7(76 W2 � � L �,, .� � �_ � � S�����1r�� � � u+� "'2 � ``}� �> ���i�`� � � t �� ��'�� � �� i wt #t�t���1���� t����' ` }`4 } � ���� 1'� � �" l3; � 4 `�, l 2-3t4" W2 �t�t����a`` _ � JA1 JA3 AC A3 -' Continued on next page 1C8 h�iTek" USP�ProcSuct Gata�og , . ���ie�sl�n�(��� ° `����e��r �du���� : I���SP �:�� ��� ,.��� \ !��%I�i`: ; <.i�ii�t >' ° A��n�wr�bl�����{Cbs, 'A�la����,��d�: �: � �� �. � Ai � � ,... �.. .�� . �Nli�`�l�.� �. �� ,..�� �"�teel `�" �: ,. �. .. , ��i����tui � � � � . , „ �. �`kt���tr, lt�F��tu. . G�u" 1�1;:. Vit� L +� ` _...� ti�i�� 1t�°� 1`l5� '���� "1�,1� �� i1� ''��'� 't�t�s A23�GA1, �� � �� � '����= �59�7` �:..�A�l�� 410 470 510 520 � GA2�L30 18 1-7116 1-7/16 2-314 4 1€�dx 1-1f2 4 10dx 1-1/2 F2 ����{l� ������;�:��5�C3����#���� 410 470 485 545 F3 ��7�.° ��������,��i���' ��i�� 145 165 180 230 ��?3`.. ,.'���.�S�l;: .; �8 �::���1�>:� 2��f� ' ..���:�:: �. � '��`�CI�'� ��,;:�3:' ';�``���Id�..: �.`�����:�..: ����{?. �``4'�t1� �d���� ��45� ��Q:: ,��tl�:.. '' �tt..��`:3���_ , � ��. , : �.. ., �. �.� ;:, � � _�' �,�a�:.. ;, :: 1� ����� ��'�l�° 4��1�:. 4 .. "I�. . ...�.`:... :'�t� ,.: �� ��t�: �4a �� �� ���.:: ��t� ` �a 5:: �{�; `��� :':" L�7� . : ,: 1� ��°!l� ,:�-�lA' :.5-�1� � ` �!� 5� "��` �1 . ' �t3f� ' ��� ��� �� '��;. ��:: ,:_ �. ,�:�_���� �Al� ., : ,E:��3 �� ��1I�= �-11�:. :: ���1� ;�°.��:� .. .'�t�:; :� ��`�': :`� �'�1� � ; � �:��:�1 ��: ��� � ��#� ���. �'f'��15 ..��:_: :�'�3��'' �����Q;� �`'�t�>.: � � .. F1 ������.����.: ���� �a��a� 330 , 370 . 4Q0 500 3 14d 3 1 ad F2 ���� .����}�� �5�a. ����; 330 37� 400 475 AG5 L50 16 1-5/16 2-31& 4-718 F3 "':����; `��Q .� 1��. �;���J ' 105 120 135 170 F1 ���+�1::; ;���� ���5���� ���C�; 385 440 475 590 3 16d 3 16d F2 �.:�� , ���;� �4t�� ,'���.�: 385 440 475 475 F3 ",."#�� � `��}��< ��{l�' .>�8�! : 12D 140 150 190 Ft �'�{��� .����i{I , ���a�; ''��5�.�� 440 495 530 665 4 10d 4 10d �2 "�� `;���1 � ��� '����:; 440 495 530 665 F3 ��[?.;>� :��1�� `�6�:: ��'��a.:' 14� 1�5 175 225 AC7 L70 16 1-5116 2-318 6-15116 �-� ` ���'.; ��� ��'���' ���.; 515 5&5 630 785 4 16d 4 16d F2 ����t� �::���a:� ���.7��1�� �$J�:,= 515 585 630 735 F3 ������ �'?Q� :<:�� ��T��; 160 185 200 255 F1 ��� : ��: ��� �4�.; 55Q 6�5 665 830 5 10d 5 10d F2 �`i��,� ��� � ��:����� �9�J �' S6Q 615 665 715 F3 ����it3 �:��l � 3��������t1�"� 175 245 220 285 AC9 L94 16 � 1-5116 2-3I8 8-718 F1 �3�� .���_ �qC1� ��1��3` 645 730 790 985 � 1sd � �sd F� ��� � ������ �t� ` �t�`�; s�� 7�0 720 �zp , � � �.. ... , � � � Fs �<���� :�������,���`� ,��p�� 2oa 2sa 2�0 �20 ��1 �.::���i° `����� ���t3" ��C�� "����`�t��� ':����� �:;��°. �A1 �1�'i ��'1� 1����. �`l.:�1� �1������: ���� '�tlt����-'�f'� ���_` '�����1v`tl� �'� �:�. �� t� �� �{lf? :���'; �� 1. �': ���a : �a. �t� `>.�� � �� �. :� � � �.; � , � >; ,� :.� ��..: �$� �� .��:; �5>. ::�� , .:�4�` JA� < ?: < : 14 ��'tf�. ..�-��� � �::: 'l�i�; >. �:; �C�t��:�N�lc � ... ��` �����, ���. � � � „ �� ,. . � .. ���. � � ; " "> `:: � ��Q= � ���:, ° .,. � °°::� ;� ; ��3 �"� ...���5` �?5' '���: '�+�>, 7�#? '���'` J�...., " ; :::�� `��°i�� �}1J� � a�` "��d; �_. .��d�t>'�-'�l� t� ,: ` .� �_ 8�Q �., ��� ;�. ���.. �:... ��. �. �,�..� � ,... -. �.. ��;��: �: . .u�� � ���� ��� �. ,. � �� �{��� 11�5 1��t� 15�it� ..���:' 1�7�. `'�1�5 ���t� , �A7 '14 ��i7� �=1� � '� ','l�� �` ��� '��� , >; x � �;' 1��0 ���.. >� � � �1. °�. � '�� �� .��.:�� ��. � � � � �� � � . �:�:,�:�� ;� _ � ;;� `�1 ''°.���� �4�� ��fl �95t! ;:1�� :.::'1�� �.���Ct>:::�7� �1�t� �4 �M'1�� . ���1�`: :. '� ;�1� " '��� '�` :i.�tl�'�-�1�. � �. ����� ����� `�,�����: ���� 7 �a; � . � � �:.� �..,,, ��, � ����. �....� >, .< ; ` � `���, 1}AIlawable loads have been increased 6Q°l�for wind and seismic loads;na further increase shall be permitted. 2)Loads are sha�rn per angle,and may be doubled if installed in pairs. When using a single angle,jaist must be constrained from rotatian. 3}Stainless steel ring shat�k nails mu�t be used�rith stainless steel cannectors ta achieve tabufated allowable loads. 4)NAII.S:10d x 1-1/2 nals are Q.148"dia.x 1-1/2"lon9,10d nails are 0.148"dia.x 3"long,l6tl nails are Q,162"dia,x 3-1/2"long. . « l, f����. � s � � �.� �� ��� ��� ���� ���. � � � �� �� � ��,��;.��' ������ 6CIS Home ; Log In � User Registrahion ? NoC Topics � Submit Sureharge ; SCaCs&Fact> ; Publieatlons ; Contect Us E BCIS Site Map � Llnks j Search ? � ��' ��,�, ��� ' .�FrodueE A�provat �� :USER:Pubilc User c� t �:.... „ ,i� product Aqpra�ai MeE�u>Product or A�{icatb��Search>ApRI(catton l.ist>Applic�Yiott DeYail � ���� �, F�# F�17244-R4 �"���``� �'� � � � Applieatio��Type Revisiot7 Code Version 2020 A,pplieation Status Appraved *Approved by DBPR.Approvals by DBPR shali be reviewed�nd ratified by the POC and/ar the Commissian if necessary. Comments Archived Praduct Manufacturer MiTek Inc. Address/PhonelEmail 16Q23 SwingEey Ridge Road Chesterfield, MO 63057 {800}328-5934 ewalden@mii.com Autt�orized Signature Erin Walden ewalden@mii.com T�chnical RepresentatEve Erin M. Waiden Address/PhaneJEmail 16Q23 Swingley Ridge Raad Chesterfie(d, Md 63027 (952}898-8635 ewalden@mii.eom Quality P�ssuranee Representative Erin M. Waiden Address/PhoneJEmaii 16023 Swingiey Ridge Raad Chesterfield, MO 63417 (952}89�-8635 ewalden@mii.com Categary Structiaral Components Subc�tegory Wood Cor�r�ectors Campllance Method Evaluation Report from a Product Evaluation Entity Evaluatian Entity ICC Evaluation Serviee, �LC Quaiity Assurance Entity ICC EvalE�atian Seruice Quality Assuranee Contraet Expiration Date 10{30/2022 Valid�ted By FCC EvaEuaCian Serviee, klC. Certificate af Independence FL�7244 R4 COI CerEiflcation�f Inde�rd�nce for EvalE3ation.�df f2eferenced Standard and Year(of Standard} Standard Y�ar ANSI/AWC NDS 2Q18 ASTM D7147 2011 Equivatenee of Product Standards Certifiad By SacCions from the�Cade Product Approvai Method Method 1 Qption C Qate Submitted 12JQ2/2p2q Qate Validated i2jo7J2020 Qate Rending FBC Appr�val Qate Approved 12J12J2020 Summary of Praducts Go Ca Page � Fage 1/2 Ft,# Madelr Number ar Name Deserlption 17244.1 �3 A3 Framing Ar�gle Limits af Use Installation Instructions Approv�d for use in MYNZ:Yes FL27?44 R4 II ESR-34��O �S� 020.� Appraved far use autside HYHZ:Yes Verified By: ICC Evaluatian Service, LLC Impaet Resistant: N/A Created by Independent Third ParCy: Deslgn Pressure: NjA EvaEuation Reports Other. F�1?244 E24 AE ESR-34 SOct2020.p�cf 17244.2 �CS,AC7,AC9 AC Framing An91e Limits of Use Installation Ynstructions Approved for use in HYHZ:Yes FL17�44 R4 II ESR-345�Qct2020.pdf Appraved for use autside HVHZ:Yes Verified By: ICC EvaEuation Service, ��C Impact Resistant: NJA Created by Independent Third Party: D�sign Fressure. N/A Evaluation Reports Otherr�CS ang4e may not be used to resist upiifit(n HVHZ �L�244 R4 AE ESR-3455 Oct2Q20.pdf 272q4.3 CMST12,CMST14 CMST Cail Strap ��mits�f Use Znstallation Instruct�ons Approved far use in HVHZ:Yes FL17244 R4 II ESR-3455 O�t2020. cp� Approved for use outs�de HVHZ:Yes Verifled By: ICC Evaluatian Serviee, �LC Fmpact Resistant: N/A Created by Independent Third Party: Desi�n Pr�sure: NJA Evat�ation Rep�rts Qther: FL�7�44 R4 AE ES.�34S5 Oet202d.pclf 17244.4 FWAN-TZ F4VAN Faunda[ion Wali Angle Limits of Use Installation Instructions Appraved for use 3n NVH�a Yes F T 44 R4 I��.SR-�455 QcC202d.p�f Approved for use outsid�HVH2:Yes V�rlffed By: ICC Evaluatlan Service,LLC Fmpact ResistanEc [�JA Created by Independent Third ParCy: Design Fressure; NI� Evaivation Rep�orf� Other:The FWAN-TZ is designed ta pravide lateral in-piane Ft��7�44 R4 A� ESR-345S Oct2020.pdf and out-of-plane support between the rim board and foundation wall. 17244.5 NH44, HH6& HN Header Hanger �imits of Use Ir�stallation Instructions �� Appraved for use in HVHZ:Yes FL�7�4 R4 FI ESR-3455 Oct2020.pd€ Approved for use out�ide HVH�:Yes Veritiad By: TCC Evaluatian Service, LLC Impact Res�stant:N/A Created by Indeperident Third Party: Design Pressure: N/A Evaluation Reparts Qth�r; �„�?44 R4 A� ESR-3455 4ct2020.� 27244.6 HTW16, HTW2d, NTW24, HTW28, NTW Twist Strap Tie HTW30, HTW30C, MTW12, MTlNl6, MTWl8, MTW20, MTW24C, MTW28C, MTW3Q, MTW3dC timits of Use %nstallation Instruetians Approved for use in HVHZ:Yes F�724�R4 II ESR-�{55 Oct202Q.� ApprAved for use autside HVHZ:Yes Verified By: ICC EvaEuation Service, �LC Impact Resistant: N1� Created by Indepertdent Third Party: Design Rressure: NJA Evaivation Reports Other: � FL17244 R4 AE ESR-3455 Qct2020.pdf ��� 17244.7 �A2,]A3,)A5,]A7,JA9 )A Joist Angle��_____ �imlCs o€Use � � � Installatian Inetructians Approverl for use in HYMZ:Yes FL17244 R4 II ESR-��SS Oct2020.pdf Approved for use outside HVHZ:Yes Verified By: ICC Ev�luatia��Service, ��C Tmpaet Resistant: N/A Created by Independent Third Party: De�ign Pressure: NJA Other:7A1 or lA3 angie may not be used to resist uplift in Evaluation Reports � HVHZ. � _ �.�� � FL172A4 R4 �E ESR-3455 Oct202Qpc�f �__.M,.__. ____m_.J 17244.8 �� KHST2, KNST3, KHSTS, tfHST6�� KNST Strap Tie���� ���� � Limtts o6 Use ~�� � Instailation Enstructions Appravad far use in HYH2:Yes FL�72�R�II ESR-3455�t20�,Q p.�f A{apraved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, ��C Impaet R�sistant: NJA Created by Independe:�t Third Pae[y: Design Pressure: N/A Evaluation Repesrts Other. E�.�7244 R4 A�ESR-34�S Oct2Q20.pclf 17244.9 KRPSTS, KRRS22, KRPS28 KRPS SCrap Tie � Limits af Use Instailation Insfiructions Appraved far use in HYHZ;Yes F�17244 R4 II �SR-3455 Qct�.Q.�f Appraved for use outsid�HYM�:Yes Verified By: ICC Evaluation Service, �LC Impact Resistant: N{A, Created by Independent Third Party; Design Pressure: N!A Evaluatian Reports Otherr F�17244 R4 �� ESR-34�5 OcC202Q.� 17244.10 KSA36, KHSA2, KNSA2, KHSA3, KSA/KHSA Connector Strap KHSA4, KHSAS Limits of Use Installation Instructions Approved for use In HVH2;Yes F�17244 R4 II ESR-3455 Qc[2d20.p�1f Approved for use outside HVH2:Yes Yerified 6y: ICC Evaluation Service, lLC Impact R�sistant: N/A Created by Independent Third Party: Design Pr�ssure:N/A Evaluation Reports Other: FL17244 R4 AE ESR-3455 Qct2020.p�if 17244.11 KST116, KST29, KST213, KST216, KSTJKSTI(LSTI Strap Tie KST218, KST224, KST234, KST227, ICST237, KST248, KST260, KST272, KSTI226, KSTI236, KSTI24�, KSTI260, KSTI272, lSTI49, I.STI73 Limit�of Use Inst�Ilatian Instruetions Appraved far use in HVHZ:Yes FL 7244 R4 II ESR-34SS Oct2Q26 �F Approved far use outside HVHZ:Yes Verified By: ICC Evaluation Service, L�C Impact Res�stant: N(A Created by Independent Third Party: Desi�n Pressure: NtA EvaEuatian Reports Other: KST116 may r�oE be used to resist uplift in HVNZ. FL17244 R4 AE �SR-�4�,5 Oct202Q.pt1f 17244.12 KV�S, KV�7, ffV88, KV820, KVB12, KVJKV�(KVBI Knee Braces KVBIS, KVBI1, KVBI8, KVBI10, KVBI12 Limits af Use Installation Insfructions Approued for use in HdH2:Yes FL17244 R4 II ESR-�4��Oc�2�0.pdf P,pproved€ar use outside HYN�:Yes VeriPied By: ICC Evaluation S�rvice, E LC Impact R�$istant; N!A Created by Independent Third Party: D�sign Pressure: �ljA Evaluation Reports Qther. FL77244 R4 AE ES -f�3455 Q t�za20.{�.if 17244.13 LFtA6 LFT�1 Strap Tie Limits caf Use Inst�Ilation Insiructians Approved for use in HYM2:Yes FL��� R4 II SR-�4 �O�, Q 0 � Approved for uss outs3de HVNZ:Yes Verified By: ICC Evaluatian Service, ��C Impact Resistant: N/A Created by Independent Third Party: D�sign Pressur�: NJA Eualuation Raports Other, FL17244 R4 �„E ESR-3455 Q�2G 02Q, t�f 17244.S4 �STA12, LSTA15, LSTAI8, LST,0.2I, LSTA/MSTA Strap Tie �STA24, LSTR3Q, lSTA36, MSTA12, MSTA15, MSTA18, MSTA2i, MSTA�4, MSTA30, MSTR36, MSTA48 limits of Use InstalEation Instructions � Approved for use in HYHZ:Yes Ft��ZZ44 I'�II ES�-345�Qct20ZQ.p�c,� A�proved for use outside HYHZ:Yes Verified By: ICC Evaluation Service, L�C Impaet Resistant: NJA Created by Indepencient Third Party: De�ign Pressure: N/A Evaluation Reports Other: FL17244 R4 AE ESR-3455 Oct2020.pdf 17244.15 � �STA9, MSTfl9 �STAJMSTA StraF�Tie �imits of Use ��� �����- � Instattatian Ir�structions � � Approved for use in NVHZ:Yes F�17244 R4 R ESR-3455 Qct2020.pdf Appr�ved for usa outside HYHZ:Yes Verlfiecl By: ICC Evaluat[an S�rvice, LLC Impaef Resistant: N1A Created by Independent Third Rarty: Design Frnssure: N/A Evatuation Reparts ( FL17244 R4 AE ESR-3455 pct2020.pdf j I � , . . . � Other: HVMZ a��raved only when installed in lumber witf� s�ecific gravity or 0.50 ae greater. � �.m_ ____ � ��_ �_� _ �___�_ . � 17244.16 LTW12, t�TW16, LTW18, LTW20 �TVt+TwristStrapTles�� �� � � � limits of Us� Installation fnstruckions Approved far use in HVHZ:Yes F�,17244 R,4 I��SR_3455 Oct2020.p�f Appraved for use outside HVHZ:Yes �larified 6y: ICC Evaluation Serviee, !LC Impact Resistant: N/A Greated by Independent Third Party: ��sign Rr+�sure: N/A Evaluation fteports Ather: HVHZ approved onEy for Stud-to-Rim)oisC Installatlan FL�72Q4 R4 AE ESR-3455 Oct2Q20 pdf 1�244.17 MG24-TZ ML Angle Connectar limifs of E1se Installation Instructions �� a4ppraved for use in HVHZ: Na F1.17244 R4 II ESR-�45�Qc�?Q24 d{�f Approved for use out�ide HVH�:Yes Verified By; ICC Evaluation Servlce, LLC impact Resistant: NJA Created by Independent Third Party: Design Pressure, N(A Evaluatian Rep�rts Qther: F117244 R4 AE �S�2�455 Oct2Q20 pdf 27244.28 ML26-TZ M�fir�gl�ConnecEor Gimits sf Use Instell�tion Instruetions Appraved for use in HVHZ:Yes F��7244 R4 II ESR-345S Oc��02Q.pdf A�pprove,cl far use aatside HVHZ:Yes Verified By: ICC Evaluation Serviee, LI.0 Impact Resistant: N/A Created by Independent Third Party: Design Rressure: N(A Eualuatian Reports Qther: F�z7z44 R4 A� ESR-34S5 Oct2d2d.� 17244.19 MP3 MP Framing Angis t�mits of Use Instaliation Instructians Approved for use€n HVHZ: No F�17244 R4 II ESR-3455 Qct2020.� Approved for use outside HVHZ:Yes Verified 8y: ICC Evaluation Service, �LC impact Resistant: NjA Created [ay Independent Thied Party: Design Pr�sure: N(A Evaluation Reports Other: FL172 4!} 4 A ESR-3455 Oct20ZQ pdf 17244.20 MP34, MPA] MP/MP,4 Multi-Purpose Framing Angle l.imit�of Use Installatiofl Instruetions Approved for use in HVHZ: No �172Q4 R4 II ESR_�455 Qct20�0.ptlf Approved for use outside NVHZ:Yes Verified By: ICC Evafuatior�Service, �LC Impact Resistant: NJA Creatad by Independent Third Party: Design Rressure: N/A EvaluaY�on Reparts Qther: F� 721 44 R4 AE ESR-345S Oct2Q2�;pdf ____�__ —_..____. V __....- -- ________.__ �---,___._.___�______. Go to Page Page 1 J 2 ' �a:���e �axz��: a � �ir Se,gne Road,7allahassee F 't2399 Phgp.e�B�,Q487-1924 The State of Fbrid�is an AA/EEO emplayer,��yyl,iq��,�Q7-2413 State of F}orida.:: rivacy� :;�„�,��sibllicv Statement::Refund��tement Uzider Florida lafv,email addresses are public records.Sf you da tsot want your e-m�il address released in response to a public-records reR�est,do noC send eiec�ronic maii to this entity.inseead,eontact the office by phone or by[radlCional maii.IE you have any qaestions,please conEact 850,487.Y395."Pursuant to Seceion 455.275(F), FYarida Statutes,effective Qcmber i,2012,licensees licensed under Chapter q55,F.S.must provide the Departrnent with an email address iP they have one.The emails peav(ded may be used for official mmmunicat9or�witl�the Itcensee.Hawever�maiE addresses are public eecord.If you dQ not w{sh to suppiy a persanal addrass,plsase provide khe Department wiCh an email address which can be made available to the public.To determine if yau are a licensee under Chapter 455,F.S.,plesse click here. Product Approval AccepLs: �. � �C�'C�9���I"t� ���� i ;� ., " � THD Neavy-Duty F�ce Mount Tt�uss Hangers l� T���� �edium-tn-heavy capaeity face mQunt nanger,Some THD �� a � �`` �' ` �� � motlels are availabl�witt�a minimax ir�stalla�ion op�on. ���� g�� ��� ���' `���� �, � �� � Standard round M�tECI�1S: 5@€G�idl"� `���i��,���.���`� ���ti�� � �; ��L�' hales for min �,z ������ �`�r �� H nailii7g Finish: G90 galvanizing ���� � ��� � ` ��� � ada��;o�,�i Qptions: S�e chart for Carrosior�Finish Options �� #,b�� �� �� �� aia�,ond�,aie� f,'Qd�S: (B�,F�.,LA £���'�s'��� u,�n,�� r��;��� ��' �� hxmaxnalling ����t�`�s�����f ������, � ��C ��;�2�����`��1� �������� ��;� '�����,��r �.. tnstallat�on: �����,� �, o +lJse all speeified fasteners.See Product�otes,page 18. •Drive bend line nails inta header at 45°ta achieve ����G��j���8 installation �'�p�1p � ��¢ena uno IlSfed 14ads. ����� na��u,9 A •Mln Plailing—F€[I all round nai!holes. ����t � `, ���� f ���fl� ��`� � �t�`<`�., •�tax Nailing—Fill all round and diamond holes. j��� ,�j�. � .,� � �� ��} �i`. � t ` `r' ;4� `4'�;. r� �° � � Drive�endlinenaiis � �(2i�t1�U��#��i��l#���t��Y�� ...: fnYa header at 45°ta�� � �f �1�.�' ."�`t?��1�k���t1t1��CtR ;` achieval�stedlaads. " � � 1� ��� Typical bend line nail installation THD210-3 a�s �n},`. �a �� = o�1�F, '`s�� ` ' .. ? <';:- r .. , c;; M�� : '��"`.;,; A�wah�Lae�ds(Ch�.} A�aw�1�Ln..., �#;!as.� �. � �� � .��.. �. . , :� • ' � ..�. �.�, �.. >. . .>�� < � ,��.�;..,,1� �f � �� ;.�.� `;i�iatl ,.. t�i'#'�ei1S�' � " �iiJ ., i� l��f " T Codi� r�ss����� �.���,<`..,�n��ia� ��«.. , �v=� ...<it �� � �r�` , ,... .... .. � � ��r� i�� ��� i� ��� �����3�� :� ���ii� � �r.� 2xB-8� THD26 H7U26 18 � 1-518 5-1116 3 1-718 �ln 18 t6d 12 1Rdxt-tt2 �0`45' �fklA �'�T ��c'�5! 2325 2640 2&50 1�T5 E PAax 20 t6d 20 tOdxt-t12 �94Q! ��� ��#` ���� 2555 2665 2�5 1�0 2x&-SO � THD28 NTU28 � �16 1-5t8 7 �3 1-78 �in PS 16d 16 1QQx7-112 4t15; �Op �§ZI� �i�i�� 3435 3435 3435 1890 Max 28 16d 26 tOdx i-i12 tfi"a' �7Q 4�. .2�I5, 3fi2D 41[i.5 42E0 1915 2x1Q-72 TND210 HT17210 16 1-5I8 9 3 1-718 Min 3& 16d 20 lOdxt-i(2 �3l� � 3775' 4110 4380 45T5 3320 r�� aa �sd az� �oax�-7rz . ��..�� ���:� �� as�� �aza 5�zo � s �. �� Nxt��e-� „ . ���� � �t���� ; �r�a��.;' �a ������ �s � � �� �� .�� ��,> a��o �ta� �� ��� � ��� � ;�� � � � , � � �:,� ,.: � �i�u�zs-�;=:: � ,�.:.�, �,> t���� �a,.,, ���� >� �� ���s ���� � :�� `: �:,>.. �� ��� ,.° ��� `�� � �� � ��n .�� �t�� �.�� . �. � �,a� �. �. . >� �� ,��� . � �: � ����.�,�, � ": � , �^ ;, ��� � � ..... ;. �. ��� �¢c, �..� {���xitk t�..:.�h1��t��Y. 34 ���1�� �«#� � .<:�„ - �� ��t �t3 ��:;:::�.,. `6�t� Cr�. 7i}d.�",. ��5 �t� �� �i� ��. FE, �.:t�1'#��l3}��.: ... : .:;>.�:. :��......, �. .... .. � , .. .���..:�:���. ,.,„ ......., 4 x 6-8 THD46 HHUS46 14 3 5(8 5 5116 3 2 -- 18 t6d 12 14d � z�770. �J�� ��� 234{7` 2440 275Q 2�'i0 2L�0 LA '" A x 8-10 THD48 HHUS48 .. . 14 3-51$ 7-1176 3 2� _.. 28 t6d � 16 � tOd �1f9� d�16Q 5t1fl"�. �59�: 3795 4U20 4@20 2(kf0 4x 10-12 THD410 HHUS410 14 3-518 9-tli6 3 2 -- � 38 tBd �2Q tOd 5�t.,5���' �� T#i+l� � 5145 56&Q 3255 . 4xi2-1A FHD412 — 14 3-5f8 11 3 3 d8 �16d 20 i0d�7{7�����7�����3t765- � ' S�� 56� 8 325� "� 4x13-16 1'HD914 -- 14 3-518 12-7f8 3 3 -- 59 1&d 2Q tOd +�,J$�; �{�45 �7tl� 3.9t3�a.�; �GB4 5661.} 5�80 3255 c ���X10;�:�� � �<"Ck����3... NHlll�"ti7�3?` �`E'�.' 'S.11�3' �;,>�":' � ''.:�3�� �u� S��d "�1 lUd;:�=' ��36' 725�5 77#� �Q�:.��5t►�;������4 ;��t���. G� 6x 10-tF 7ND610 HHF1S5.a�0t14 i2 5-if2 9 3 3 — 38 t6d 20 t�d b�� ��$ 7�� �Q�. 57�{i�638� 6&3Q � 3230 � 6 x 12-tA TH6612 — 12 5-1/2 ll 3 3 48 t6d 2Q 1Qd ��55� �� �� � 883{I 663D 663D 3230 �� 6x14-16 FHD614 12 �-112 12-7t8 3 3 58 1C�d 2Q � tOd �i :�. �$ ��� 6&30 5630 663D �3[3�� _._ 4��X.i�i��' '('NC�(�� � NHt��L1U�4.,...�1�`:�6��t��..,���'. 3�"�� „`:=� `'��,�:��p �� ' �5;� 7P55 7�+�5 �� �.'�&�� 6�2�",i��td'�. 7x9-t14-14 THD7214 HHUS7.25J10 S2 7-ild 9 3 3 - 3& t6d 20 tOtl ��3�1 ?25� �45 �5.' S75di 6380 E6i1�5 322Q � 1}Uplift loads�aue been increasod 64'Y for wii�d ar seismic loads;no furtfter increase shall be permitted GOCfQSlOti FlfllSh = 2>r�A�Ls:t od x t-tI2 nai�s are at4#S�°dia.x t-ir2"Eong,tod naits are a.t 4fl°aia.x 3"tong,t6a��its are a.t s2��ala.x s-vz"Iang. StalNess St�el GQId Coat = New products ar apdated praduct information aze d�signated in 41ue font -- HDG Tr�ple Zine Specialty Optiens Ch�rt � —refier to Speeialty 4ptions pages 320-321 far additionai details. �;:�p�QtM.�� �'ketl����� SI .�duB�� �t�l�ISk�fiM��,� � �1,���� . � 1}Skew+sdhanc�erswitriskews�reaterthanl5° C;: may have aEE joist naiGr�g on outside flange. � No#avaflafale 1n widths<3°. 2)Sloped or s€o-ped;skewed hangers wtth slapes - Range 1'to 4� 1a to A5' S�e Sioped Seat and Skewed Widths z 3°can have greater than 15°may have atlditionai jaisi narls. one flange inverted. g}Far skewed ha�ers,the required c�ttype ' 1 OQ°fi of table(oad. (square ar 6evel)atjoist inember rnay vary Aiiowabte 65�Yo of table load when based an skew ane�ie and witlth of hanc�er.Same Eoads �5°10 ot table load &5°!o pf tabie loatl 65°l�of table Ioad nailing into the suppart square cut hangers wiil require eustom priciF�c� mem6ers end grain. due fa wekied back piate. Add SK,angle req�ired, right(HJ or Iefi(LJ,and Add SL,slope required, Add!F,one flange, square cut(SQ}pr and up(U1 or �ee Sipped Seat and Skewed, rigM(R)and Ieft(LJ,� ¢�efl0� beval cut(BY� dawn(01,to �,TNQ410_SK45f�SQ_S�30[� to�roduet numtrer. to praduct number. Product number. Ex.THD410_IFR Eac.TND410 SK45R SQ � TN[}410_SL30D P�iTek� USP`�Proci�ct Catatog �bg . • TH�H Neauy-Quty Truss Nangers l fi� �� � �a$@I'Ia�S: ���dut�8 Qend iine nailing �t��"ta. whare appl�oab€e Finish: G90 galvanizing �R�� �� � ����, �.a ��, 0 t�ons See eh�rtfor Cor��sion Finish� tlons and a �271 for ����t t� �' �`��� �� �� � ��� P P (� 9 �� ��� � �� �� Specialty Op�ions ehart ���� �����`�� ��r �� . � l`����v���4�2i�. ,. Godes; IBC,FL,LA �� ���{��r � " � Insfallation: ;� ,���1�� •E1se all speeified fasteners.See Product Nates,page 18. ����'����'�f Q oa�at��,a nQ�E n��r�g •Jaist nails must be driven in at a 30°fo 45°angle through the joist ����� � �� � � ��'g�aPp������ or truss into the header to achieve listed loads.SEant/double Typical TNQH instaltation THDH shear nalis must be�sed t�achi�v�listed l�ad values. a See EWP applicatians pages 214-2�6. ��.v.��� F�4�w �"�,, ' �E Drfve bend line nails Drive joist nails into �° �� into headar at 45°to ��k�1P1����t�l�t� 1 ;; ������� 1 header at 30°to 45° aehieve listed Eoads. „�����������C�;,� to achieve listetl Ioads. ' � ' � � �YPical du�ble TypicaF bend tine shear installatiQn nail inst�llation � � � q�tsn�ions�in) ��s�r�clte�iiCe� pF;�P. �t�l� : �d�`' ��,; �u�uat�eC�tt�sl �����a��.h�� � �;: t�4i'��a ��uar tttwf < !� �t' � ::: �t�: �i��� ;. �od� ��: � �� >... � .. � e � �. ,,..,. � �'`�9� �. N#:. F��f.�f�:` `.1��, ",��::.�..�' ; � . ,�. ��:: �iMI� �1'!5� t�,5'9�' i�l'���� '�"�� �'l��la�:..3��� � '3�t�i`:: � '�ts�, 2 x 6-8 THDH26 HGU926 1-5J8 5-7716 5 3-t12 20 16d 8 16d q�S�� ��9�� ���i} ���� 38�a0 4745 4145 2�dfi a 2x8-1Q THQH28 HGUS28 1-518 7-3/16 5 3-i12� 3B 16d 12 166 75��. �S1?� �'� '�� 624� 65$5 65$5 3500 2 x 10-12 THDH2IQ -- 1-518 9-3116 5 3-112 46 18d 15 t6d �tp;�;�1C} �:1710 .�. � 7255 T770 7�7Q 4285 �-���1k�ar�-11§ 1��; `�`P1U1�79���` >� `���ld 9-���� � � `�-if2.�� ��d' i� �:,.1Gtl�' 9fY�t?� ���tl� `9t}�� �5 �5`1�: "P� :� ;� �� � � � �� . ��: � � ��' �� � �:� �. > .� � . � �« �` , � �, , � . � ��;111f��i'!�IA i�.:��tNDN�7"ii��� . ���I#� 1�7�;.��� �-il� �8 'i�tl:: �4 '�6d:" �7t�1 �97it� .97ft2 �� �i99�a ��`�� "27+� ���: �';�aa� v+�i ��+ � . �}'Pfl`f'�;X'#9,�t� :.: 7�iC}�7'�.A'` . "<`��al�z :'!�-'il4. &' 2-1f2 �� t.�il 'f�'`"i�d: 'l�1�5' 9��5 1�32�r � $ �$a: :,�1'T5 �� �.. � 3-V4 x 9-112 THDH3210 � HGUS3.251i0 3-114 9-318 4 2-1(2� AB� 16d 12� 16d ��9#l2tt� .9Q*�t1 �f ��� 783Q 7H3fl 7630 3�7D ��� 3-1(4xt4-5B , THDH3212 HGU93.25It2 3-11Q 16-SI8 4 2-i(2� 16d 14 18d �'�"It� ,��1Q `371t} �?: 777� 77T5 7775 4235 f6C� = FE, e-`, ��#6 �:'.::: �klUN����'... tl�U�a2��� ` 'v���:'.:°a�b'1/"� :::4 �•it� �`' .16d t� ,.16i£. +1375. .dtl95 ..�'i�U .� �1�2': _+�'� .�� CA �..:.: "::' ` ;�. . ��< �. , t".. : � �_, �.. > �j��t�-1t�:: THT7E�2���.:,: �t���� �11$�'11$-;:� '�-i1� �� ;��i�,.:':1U: 16d`� �3�4 �i� #17� 3ttt� �7�. �� �Q ..�� � t��x�a���� ° t���t��o�� t�t�s�ii�2 �v��� s�a��. � �-i� �� ��a �2 `is�., s��rra, �o� ��i �� � �� �� � �u c, <. � . . _ , . , .�, ,��, 4 x�6-8� � THQH46 � NGUS48 � 3 5(& 5-5116 ��4 2-t I2 2Q� 18d� �8 16d ?t37�a,�4�55 �a'I�C! �� 3850 4�15 d315� 2225 � 4 x 8-10 THCIHA8 HGUS48 3-518 � 7-1118 A 2-112 36 16d 10 16d 73C� !�'�"� �'t�6 ��p;��� 6475 65Q5 65A5 23�5 � -- 4x10-72 THDH410 NGUS410 3-518 9-1(16 4 2-t(2� 46 16d 12 t6d �3t?2Q 90�q �U�t} �4��'� 782Q 7828 7�20 3A?0 � � 4 x t 2-14 � THDH412 � HGUS412 3-5/8 i t-tt16 4� 2-t(2� 56 16d 14 18d �97tU '��1fl �7ti} 5��,�� 7765 7785 7785 423fl � � 4 x 14-18 �HDH414 HGUS414 3-58 13-111& 1 2-1(2�8 16tl�16 16d '�i325 �tu�5 'i'�3�5 ��i���, 9Q75 9075 9Q25 425D� � m' t)Uplift foads have been lne�eased 60°fo for wind oe seismic loatls;no fnrther inerease shall�e permitted. 2)Joist nails nead to be toe nailed et a 3Q°to 45'angle to achieve allowab(e Iosds shown. �� 3)N�ILS:16d nails ar�0.182"dia.x 3-�12"IQng� New pr�ducts or updated produci informa6on are designated in biue#Ont Garrasion Finish Stainless Steel �Gold Coat HDG Tripie Zinc Contin�ed on next pac�e 27p �iTek� USP�Product C�tatog THDH Neavy-Duty Truss Nangers l f� t�t��� �u��������� �� � �s � ���� u�rs� ���� � � � �::� ���� � ����� � ��� � r������� ����������� � �r������������u��� ;::��w��a���a�����. ;� � � � �� '�,;' � ����� �� �������r�u�: � �° �i�;�� ��` ������ � N,t�" �r� ��� �� ����r���# � ��,�� �� ����� ��'�. ����iu�� �r ` i� � °..� ; � x��s ���� � ��� '�� �i�� ���� :�� � ���; (3}2x6-8 TNDH26-3 HGl)S26-3 5-118 5-7116 4 2-112 20 16t! 8 16d ��5. ��95 ,�Y�':` � 3$50 41Q5 41Q5 � 222p (3)2x&-10 TNDH28-3 NGUS28-3 5-it8 7-3116 4 2-112 36 16d 12 16d �I�95� �'1� '�`�'� ��� 65Q0 6500 S6Q0 3455 (3)2x1�-12 TNDH2IQ-3 NGUS2IQ-3 5-1(& 9-3/16 4 2-1(2 46 16d S6 16d ��371p� ���0�' �7l�1 �.� 775p 7780 7750 4225 (9}2x12-14 THDH212-3 NGUS212-3 5-11$ 11-3(76 4 2-tf2 56 76tl 2(� t6d '���I, �€�' �S�i � 7fi3S T635 7635 4235 {3)2 x 14-18 THDM2143 NGUS214-3 5-tt8 13-3116 4 2-1t2 86 16d 2^� 16d �`��"� '�'�'��`�t�`�'S`���� 9A$5 � 90�5 4255 NGU�>�«�� ��� �.. � . ...� � � .. < ��t1f�=t�.: �'t�[}M�'�t1`:,.: : . .. ��Y�s. :: :�: �;::�"lC2 �G°:. ��d #�` ;1�tP` ��� �S�t) �ttl�Q ..�� �'� �;.:7� :�'6#i ;���,��� � � �. � . � �.. N�CJ�.25ft� .��� �.� ., �:. : �:�� �u��:�:14 `'.�Ft�t#���:;: `.��1#2 �"i : .d: :�"!1�" �``�Gd �AA= ��r�:,� �t� fl�tl.,� '�#il� �tt .��'i� :�� �C����� �.,.. � �. �. ... . � � :: �.: ��C'fA-:3� . ,: 'tkb�}f8`4A:` ��.��t4 ��F`tf� ,: i� ':�:_ �#f� ��i': '€� ...��>: 'C�;d;; t���'1'i�� 'k1�� :a� �, �.:��`: ���5 , �... �....,. ,.. ,.... �..... > .. � � . , . � . �. �...... . . <��. a � . <�.�:. ... IflG, (4)2x6-8 THf�H26-4 HGUS26-4 8-9116 5-7/16 4 2 2� 16d 8 16d ,$�i�: �J5 ��t8� :�; 3860 4U95 4099 22i5 FL, �A (4)2 x&-10 THDN2&-4 HGUS28-4 6-7116 7-9116 4 2-1/2 36 16d 12 t6d �9����1t� �'f3�-��d� 6480 0 5 �"'�'� . .: `;�: N�J�t��, �. �,=314x��.°1� .?.�':�TN€��I�7'!t�... : €�».7f8�z:�8�1�11�� �.::.�-�f�"� ��.���id�:����� �E�,.���t1�t3 ;.�2b�:��Q2t� ���:�� �� �7,�:: ::�'�� .. .... ,.... Ma��.���} >.: ���'� ��� ,..; �.�: � �:.. � . �.... �.. < ; t��F����� .. � �..� . �� �t�1�x11 �8, a �i�H�r`�� �a�1� ##����fi � �Y�2 �:'��C� 'C4: �6`�.: �C��fi �t1�i3 ��#1 .� �� ��..'�� .�1� � �. ���6.t��311�.=' > .... ��� �. :�t. � � � . �€�k�2t�4k ' ��1��'I� �t� '. �11�tI��1� ., ` �>7f� ������ �`"�1f�" � :#� '16` ��a�; i't� �'f3� 'li��,::��1� � � ��...��I�' '�f��,$�'f# �� 7 x 9-114-14 THDH7210 HGUS72511 Q 7-114 9 4 2-1(2 46 16d 12 16d ��� �it�':•�'f�#��� 776U 77fiQ 77� 3440 7x11-1t4-16 THDH7212 HGCES7.25t12 7-tIQ IQ-112 4 2-1/2 56 16d 14 t6d �902i1' ���1� :�I� .���� 7T70 777Q 777p �#�5 �x 14-20 TNDN7214 HGUS7.25114 7-Tl4 12-174 4 2-112 66 16d 16 18d `113�� '�1`�'� "�1�w'"�` :�"3� �990 &99Q R99d $215 r 1j Uplift l�ads have been increased 60°lo for wind or seismic loads;na further increase shall be permitted. GoYPOsio6t Fittish 2}Joist nails need to be tae nailed at a 30°to 45"angle to achieve allowable loads si7own. St�illfess StBel �'�GOId Goat � 3)PU4I�S:16d nails are 0.162"dia,x 3-112"long. =� New products or updated praduct intormatian are designated in btue tont. HQG Tripie Zinc SpeGi�lt�r Opt�d[1S CItBl�t � —refer to Specialty Options pages 320-321 far atlditior�al details. � � � �t�h St�� �s �N�iet� #�':.. �tu �d l a�k �#'��.' ' � Ra� e � 1°to 45° 1°to 45� See Sloped Seat and Skewed � Atlow�bie 85°l�of tatrle allawabie laad. 52%of table aiinwable Eoad, Loads 5Q°/o of table upiift load. &5°l�of table allowaqEe load ��%af taaie uplift load. Add SK,angle required, L Add Sl,slaRe reqaired, � right(A)or Ieft(L),and and up(U}or dow�(D), See Sloped Seat and Skewed. Qrdering square cut(SQ)or bevel cut(BVJ ta praduct number. F�.THDH416_SK45R_BV_SE�3QD _, to pr�uct number, �,THDN410_St3QD Fx.THDM414 SK45R BU 1)Skewed THDH hangers with skews greater than 15°always have ai!joist nailing on one side of the outside flange. 2)Sloped ar sloped t skewed hangers with siopes greater than 15°may have�dditional jaist naiis. 3)Skewed hangers typically require a bevel cut however,a square cut option may be avaiiable as a custam when requested. Inverted flange option is nat available for THQH madeis, {+�iiT�k�'� USP�Pr�od��ct Catatog �7� s P 4 �� �1 1 i�•n.rg.. 'n3° _ t '� �c 1 � � , �,: �� , l:, �+. � .� A ��� au�.w ��� .a } �.:� v �� � `?t �,;. � . . . .. ���'r"� ' .,d..���� '�.�sn; ���a�..le�,,�f�� ,�,�,���� BCZS Moma E Log Sn ; User RegisG-ahian ; NOE Topkcs ; Submit Surcharge ; StatS&PacCs j PubHcatfons ; ConCatt Us � BCSS Site Map i links � Bearch � ��i7 � ��°ti��� Prodt�cE Approvat �= � �USER:Pubik User j^t$1 � � Rroduct A�Rrovai Menu�Procfuyt ar A�plleaF[o�Search>A{�plicatfon List>qpplicatton petaii � �_ � FL# F�17232-R7 ���'� ' "' ` APRIicaEion Type Revisiot� Code Version 2020 Application Status Approved *Approved by Dt3PR.Approvais by D�PR shali be reviewed and ratified by the PQC andJor the Commissian if necessary, Comments Archived Product Ntanufacturer MiTek Ine. AddressJPhoneJEmail 16d23 Swingley Ridge Raad Chesterfield, MO 63017 ($OQ}328-5934 ewalden@mii.cam Autharized Signature Erin Walden evdaiden�mii,com Technical Representative Erin M. Walden Address/Phane/Email 16Q23 Swingley Ridge 62aad Chesterfield, MO 63017 (952}898-8635 ewalden@mli.com Qu�lity Assuranee Representative Erin M. Walden Address/Rhane/Emaii 16023 Swingley Ridge Road ChesCerfi�Pd, MG 6301fi (952}898-8fi35 ew�lden@mii.com Categary Structural Camponents Subeategory Waad Connectors CompEiance Method Evaluatian Report from a Praduct Evaivation Entity Evaluation Entity ICC Evaluatian Service, I.LC Quality Assuranee Entity ICC Evaivatian Service QuaPlty Assurance Contract Expfration Date 10/31J2022 Validated By ICC Evaluation Service, LLC. Certificate af Independenee �L17232 R7 CQI Certification of Inde�endence for Evalu�tian.�df Referenced Standard and Year(of Standard) Standard Year ANSIJAWC NQS 2018 ASTM D7147 2011 Equivalenee of Product Standards Certified By Sections from the Code Praduct Approval Method Metf�ad 1 Option C Date Sut�mitted 12/021�Q20 Date Validated 12J08I202Q Da[e Fending FBCApproval Date Appraved 12J12j202Q Summary of Froducts Ga ta Page Page 1 J 2 F�# Modei, Number ar Name Qescription � 17232.1 CLPBF ButCerfly Hanger i.imits of Use Instatiation Instructions d�lp{araved for use in HYHZ: No F 7 �R7 IS -�445 Qct2Q20. Ap�raved for use cautside HYHZ:Yes Verified �y: ICC Evaluation Service, L�C Impaet Res6stant: NJA Created by Independent Th(rd Party: Qesign Pressure: �ljA Evaluatian Reparts Other. Ft�,,�7232 R7 AE ESR-3445 Oct2020.�df 17232,2 NQ26,ND24-2, Hp34, HD44 Faee Maunt Nanger �imits of Use Installation Insfrueti�ns � A�?pPOY@CI fOP US�ICt HVNZ: NO FL1723� (37 II ESR-3445 4ct2�Q.pdf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, L�C Impact Resistant: NJA Created by Independent Tfiird Party: Design Pressu�e: N/,A Euaivation Repcarts Qther: FL17232 R7 AE ESR-3445 0ct2Q20.p�1f 17232.3 HD28, HQ214, MD212, HD214, Face Mount Hanger ND226, ND26-2, ND28-2, Hd210-2, ND212-2, HD214-2, ND216-2, HD26- 3, HQ28-3, ND210-3, ND212-3, ND214-3, HD216-3, HD28-4, HD210- 4, ND36, ND38, Hd310, ND312, HD324, ND316, HD3�-2, ND310-2, ND312-2, ND46, HD48 �imits�f Use instaklatian Instructians Approved for use 6tr NVH2:Yes �17��2 R7 j�, SR- �QS� 0 Approved for use outside HVHZ:Yes Verified By: ICC Evalua[ion Service, ��C Tm ct Resistant: N/A Created by Indep�ndent Third Party: Qesign Pr�sure: �!(A Evaluat'san Re�arts OCher. FL]Z�(�,7 AE ESR-3445�tzaz,g,P�f 17232.4 ND41Q, HQ412, HD424, HQ416, Face Mount Hanger HD418, HD66, HD68, NQ61d, Ht3Gl2, H[3614, HDG2G, MD86, ND88, HD81Q, ND812, HD814, HD816, HD1770, HD27925, Hp17112, HD1714, HD27925, ND27122, ND2724, ND321Q5, HD32A2, ND5112, HdS1135 Limits af Use � YnstaPiafi�an Inatruetions Approved for use In HVHZ.Yes FL]7�32 R7 II ESR-3445 Oet2Q2Q.�dfi Rppr�ved for use autside HVH2:Yes Verified By: ICC Evaluation Service, ��C Impaet R�sistant: NJA Created by Iridependent Third Rarty: Design Rressure: NJA Evaluatian Reports tTther: FL�7232 R7 AE ESR-3445 Qc��Q�t?,pclf 17232.5 HDS210, HD5212, HD5214, HD5216, Face Mount Hanger HQ62117, Hd71117, HD710Q, HD7I2Q, HQ714Q, HD716Q, HD71SQ, ND77177, HD83117, HD95117 Limits af Use � Installatton InstrucCians � Approved far use in HVHZ:Yes FL172�2 R7 I�E�R-3�45 Oct2Q20 pdf Approved for use outside HVHZ�Yes Verified By: ICC Evaivation Service, ��C Impact Resistant: N/A Created by Independent Third Farty: pesign Pressure: N/A Evaluation Reparts OLher: FS.?7 �7_.f1�.��4���.�53�2Q.I�f _ _. � _____._. �.e...m__.. �� �� _____m_� _____ . 17232.6 MUS26, NUS28, HUS21Q, HUS175, Slant Nail Jolst Hanger NUS177, NUS179, HUS24-2, HUS26- 2, HUS28-2, NUS21Q-2, NUS212-2, HUS46, NUS48, NUS410, HUS4i2 _ �_... �___. � __.__._mm_____�_--� L,imits of Use TnstalEation Instructions Approved for use ic� NVHZ:Yes �L172��sg�II ESR;.�Q45�t ct20�0.p.,c�f Approved for use outside MVNZ:Yes Verified By; ICC Evaivation Serviee, LLC Impac#R�sistant: N/A Created by Indeper�dent Third Party: D�s�gn Pr�sure: N/A Evaluatian Reports Other. FL17232 R7 A�ESR-344S Oct2020,pc�f 17232.7 ���� IHF15925,IHF1511�,IHFI514, ?aist Har�c�er IHF16925, IHF16112,IMF16k4, IMF17925, IMF17112, IHF1714, IMF1716, IHF20925, IHF20112, INF2Q14,iNF23J25, INF23YI2, IMF2314, IHF2316, IHF2318, IHF25925,IHF2S122,IHF2S14, INF2516,IHF26925, IHF26112, IH�2614,IHF2616 tim€ts of tlge � Instaliation Instructions Apprcaved for use in HVHZ: No FL17��R7 II ESR-3445 Oct2020,q� Approv�d for use outside HYMZ:Yes Verified By: ICC EvaluaCion Serviee,�LC Impact Resistant: N/� Created by Independent Third Party: Design Fressure: NJR Evaluatien Reparts Qther: F��7232 R7 A�ESR-3445 Oct2020.�df 17232.8 IHF15925-2,IHF15112-2, IHFl&925- Jalst Hanger 2,IHF16112-2,INF35925, IHF35112,IHF3514,IHF3516, IHF3518, IHF2Q925-2, IHF20Ii2-2, IHF20f4-2,IHF23925-2,IHF25925- 2,IHF25112-2 Limits of Us�e Installatian Instructio�ss Approved far use in HYNZ: No FL27232 R7 I� �SR-3445 OcC202Q.�df Approved far use outside HVHZ:Yes Verlfied By: ICC Evaluatlon Service, ��C Ympact Resistant: N/A Created by Independent Third Party: Design Pressure: N!A Evaluation Reports Ather: F�17232 R7 AE ESR-3q45 Oct2020.�df ]7232.9 IHFL15925,IHFLi5i22, IHFL77425, Joist Hanger IHFL17112,IHFL1714,INFL1716, IHFL20925, IHFL20112, IMFL2014, IHFL2Q26,IHFL23925,INFL23112, IHFL2314,IHFL231G,ZHFL25925, IHFL25212,INFL2514,IHFL2516, fHFL35925, IHFL35112, INFL3514, IH FL3516 Limits af Use Installation Instructions Rpproved fur use�n HVH2: Na FL17�32�? zz E�R-344�Q 20 Q.� Approved far use outside HYN2;Yes Verifled By; ICC Evaluation Service, LLC Impact Reststant: N!� Created by Independent Third Party; Design Pressure: N/A Evaluation R��rts Oth�r. F�17232 R7 AE ESR-3445 Qet�0�0.pdf 27232.10 JL2Q,7L26 Standard Joist Hangers lim€Ls ot Use In�tallation Instrcactions Approved far use in HVHZ:No F��,�72�2 II �SR-3445 Oet2020.p�ff Approved for use outside HVHZ:Yes Verified By: ICC EvaEuation Seevice, L�C Fmpact R�slstar�t: N(A Created by Independent Third Party: Design Pressure: N/A �valuatian R�parts C�ther: �1 232 R7 AE ESR-344S�ct2Q2Q.pdf 17232.11 �JL28,JL210 Standard Jaisk Har�gers I.imits of Use Installation InstrueYions Approved 4or use in HVN�:Yes F�1T�32 F�7 II �SR-:�445 Oct2020.p�if Approved fnr use outside HYHZ:Yes Verified By: ICC EvaEuation Seruice, LLC Impact Resistant: N/,4 Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FE 17232 (� A,� ESR-3445 Qct2020.�f �_�_...__...._...._.......................�..._..,_.�...._.� .._.M.�.�� 17232.12 JN26-2,JN28-2,)N26E,JN28E, Power Naii Hangers JN2IOE _..._w,_.,__�_�__ __.�,.. �.._...m......___..._...�...+.�..�... ��mits of Use Installation fnstruct�ons Approved fc�r us�in HVH2: No F�17232 R7 II ESR-34�5 Oc�0�0.ptlf t�pproved far use outside MYNZ:Yes Verified �y: ICC Evaluation Service, L�C Impact Resistant: N/A Created by Independent Third Party: design Pressure: N/A Evaluatian Reports Oth�r. ��_7232 R7 AE ESR-3445 t20"L0.rc�yf 17232.13 �� )US24,)US24�2,]US24-3,]US44� Slant Nai!Joist H�nger � �� � timits of Use �Ynstatlation Instructions Approved for use in HYHZ: Na FL�7�32 R7 II ESR-3445 Oct2Q20.�df Appraved far use ouC�ide HVN�:Yes Verifi�:d By: ICC Ev�luation Service, LLC � Impact Resistant: N/A Creafed by Independent Third Party: Design Pressure: N/A Evaluation R�ports t}ther: F� 7� Z32 R7 AE�;�R-3445 Oct2020.�f � ______ _ _ �A�. _�._m e � au ____.__ �_s...__._m_m_.��€ 17232.14 1US26,7US28,JUS210, 1US36, Slant IVail Jaist N7nger � 1US38,3US31Q,JUS26-2,JUS28-2, JUS220-2,JUS214-2,)US46,lUS4&, JUS410,JUS412,JE1S414,JUS26-3, 1US28-3,)US210-3,1US212-3, JUS214-3 [.imi#s of Use � InstaHation Instructions Apprc�ved for use in MVN�;Yes - Approved for use autside HYHZ:Yes Verlfied By: ICC Evaluation Service, �LC Impact Resistant: N/A Created 6y Independent Third Party; Resign Pr�ssure; N/A Evaluation Reports Other: FL�7232 R7 AE ESR-3445 Qct2Q2,d.pdf 17Z32.15 LGU325, LGU363, LGU525, MGU363, Girdee Hariger N F1GU525, MGU550, MGU562, MGU7Q0, HGU363, NGU525, HGU550, HGUSG2, HGU7p0, HGU725, HGU9d0 limits of Use Installat'son Instructions Approved for use in HVH2:Yes F�17232 R7 IZ ESR-3Q45 Oct202Q,pdf Approved for us�outside kIVH2:Yes Verified By: ICC Evaluation Service, LLC Impaet ResistanL: NjA Created by Independent Third Party: Design Pressure: tV/A Evalua#ion R�ports Otherc 723,�87 AE ESR-��4�,Oct2�20.a�f 17232.16 SUH24,SUN24R,SUH34,SUN24-2, )oist Hanger SUN44,SUH44R,SUH26-3 Limits of Use � Ynstattation Instruetions �� Approved for use in HYHZ: No FL1723� R7 II ESR-344S Oct202Q.pdf Approved for use outside HVH2:Yes Verified By: ICC Evaivation Service, ��C Impact Resistant: NJA Created by Independent Third Party: Design Pressure: RiJA Evaluatian Reports otner. ELLZ�� �7 �� E - �oetzazo.� 17232.17 SUN26,SUH28, SUH2Z0,SUN214, ]ofst Hanger SUH171Q,SUH1714, SUH26R, SUR28R,SUH210R, S11H214R,SUH2310, SUH2314, SUH36,SUH3I0,SUH314, SUH2610, SUH2614,SUH26-2,SUN28- 2,SUH21d-2,SUH214-2 ttrnits of U�e Instaflation InstrucEions Approved#or use in HVHZ:Yes FL17 3 R7 II ESR-3445 Oct20�0.pd` Appraved for c�se outside HVH�:Yes Veeified By; ICC EvaEuation Servlce, LLC Impact Resistant: NiA Created by Independent Third ParCy: Design Pressure: N/A Evaluation Re�rts Other: F�17232 R7 AE ESR-344S Oct2Q?0 �{i 17232.18 SUH46,SUN48,SUH41Q,SUH414, ]aist Hanger SUH46R,SUN410R,SUH28-3, SUN210-3,SUN231d-2,SUH2314-2, SUN3I0-2,SUH66, SUH61Q, SUH66R,SUN6IQR L'lmits of Use InstaiEation Instructio�s Approved for use ir� HVHZ:Yes FL17�32 R7 II ESR-3445 Oct202Q.pdf /lpprov�d far use outside HVMZ:Yes Verified By: ICC Evaluation Service, t_�C Ympact Resistant; N/A Created by Independent Third Party; Design Pr�ssure: NJ� Evatuation Reparts ��� Oth�r: FL17�3� R7 AE E�g-�4�5 Oc�02d.pd€ 17232.19 THD26,TND28,TND210,TMf?175, Face Mount Hanger TND177,THD179,THD26-2,THQ28- 2,THC}21Q-2,THD210-3,THQ210-4, TND46,THD48,THQ410,THD412, TND414,THD610,THD612,THQ614, ._._�_____..��_____ T�D7210 ._ � ��..__ ____ _ Limits of Use Instailation Instructiens �� Approuad for usa in HVHZ:Yes F�17�32 R7 II ESR-3445 Oct202p.{� Appraued for use outside NVNZ:Yes Verified By: ICC Evaluation Servlce, �LC � Impaet ResistanT: NjA Created by Independent Third P�rty: � . . . . , e ' Desi n Presse�re: NJA Evaluation Re rts Other: �F1172�7 R7 AE�ESR-3445Oek2020.�f � � _ � ��. e� �. _____��_�,m. � � 27232.20 THDN26,THDfi28,THDH210, Face Mourit Hanger THDH2792S,TH DH 2?112,TN DN2714, TNDN26-2,THpM28-2,THDH210-2, � THQH212-2,THDN214-2,TNDH32I0, THQH3212,THDH46,TNDN43, THDH410,THDN412,TNDH414� Limlts of Use Ins4alE�tiofl InstrueClons Apprau�d for use in WVH�:Yes FL17�2 R7 II ESR-3445 Qct202Q,pdf Approved Por us�outside NVffZ:Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: NjA Created by Independent Third Party: Re�"sgn Pressure: NjA Evaluation Fteports �ther: E 7232 R7 A .�'aR-344S Qct2�320.{� ._._. __m�-----.__..._.__....------...---- --__� — — ���_�__.. Ga ta Page Page 2(2 >,aeyr �,�r Contact Us::2607 Blair Stane Road Tallahassee Fi.32399 Fhone:Q50-4&7-1824 The StaCe of Florida is an A0.lEE0 empEoyec Ca�+�r'qht 2Q07-2023 State of Fiorlda.::Priv y 9Wtement::AccesslbiliCy Statement::Ref�nd Statemeof Under Florida law,email addresses are pubiic eecorcis.If yau do not wanE your e-maii address relessed in response tn a publiorecords reques[,do noC send eieetronic mail to this entity.Instesd,ca�tect the office by Rhone or by traditiona!maii.If you have any questions,please contact 850.46J.234S.*Pursuan[to Section 4SS.275{i), Florida Statutes,effetZive October Y,2Q12,licensees Eicensed under Chapter 455,F.S.must provide the QeparCrtrent with an emaii address if Chey have one.The errzaiEs provided may be used far offkcial communication with the lieensee.Haweuer emai!addresses are public r�cord.Sf you do not wish to suppiy a personal address,please provide the Qepartment wi[h an email address whieh can be made avaiiable[o the public.To deYermine if you are a Iicensee under Chapter 455,ES.,pie�se dick here. Prpduct Approv�l Accepts: � ���8$��t"t� �� d � i. �� � , �. � �.,, ���. �. �,�� ���; �. ,�. <�.,`> �' �,�... .�� �� .�, �., : �' �� �' � �� �� � � �,. „ � , �-� �� �� � � ���E��L C���E� ��T�����I�� �.�� �tCtYSTEPdG AND PL�CENIEPVT OF TRUS a�UfdDl.ES � � ��'EF��1�C)�E�i�TIh���'1211��ES � ���T��z�����e�r��Far�3xa Ar�o�x2 na��a��E�.ct�otzo r�usSEs Reee��r�ntt�acTonrgs P��►tEv�ntr�t�t�a�SUEi'�'�s t�E�`Russ�s � L�4��?EC?IL?����'L,4,It1d�`7"E4L�Q�If?�l3��L��7`�'t,�S�'�a�" � r�esrazcGrcant r�rz�rosra€Par�a rauss�s ae cuetzo,as�.a�zater�+s.�xz r axs Trusses are not marked in any way to identify the Cos trusses no estan marcados de nir�gun rnodo que � 10' 3 m or fre ue�x�or Voc�tior:�f t2ro4�orary latera l restrair�t ±c+en dit�quei�frxuencia n tccaJizaeia�cterestriecion tateraf . �ppp��T ove;ioad the cra��e. ( 7 Diagonal br2cie(� Repeat diagonal bracing q } (� �� I)tnsta l l groun d bracina.2}Se t fi�'s t truss ancf�ttach 5ecureiy to grou�d bracin g.3}Set E�ex[9 � ftefer to 15(A.6 m)" �- every S5 truss spases 3D' and di�gonai bracin9.Foliow the recommendatiai7s yarriUstre'iragonat Perrtparates.Uselas r�ecomendaciones � trusses wikh short member temporary Iat�ral restraint(see aFlow}.q}Ii�stall tc�p chord diagonai ���SI-�7**'for mare ��..---��"� ��m)maz. far handling,���st�ilir�g and=er,�parary restrainEng de rraaaejc�irlcfatacio,v,restr�cdan y�,=,^iostre t�n�ooraf ci� , MO sobr�ecarr�u�ta grtia. bracing(see aelo�v}.5}Instal!v�eb me��6er piane diagona!bracing ta st�ailize the first five , infarm3tian. �= �4 `� ��--�..�_� - � = _ , and bracing af trusses.Refer fo��.c.Gut��S� tc,trusses.��a�t fo,teto���_�i��'�_.¢���:� ' ryEy��,���banc�ing t�Bft a E>undie. trusses(sea beiow).6}Snstakl bottam d2ard ten�poraEy laterai restiaint and dia9onal braci���{see Vea ei resumen SCSI-�7**� �� � � �� -..«�-��:�- C�od P�c�C�.for_N��lii�,�n5��11_n9,��L's�t�!�� �c�_�(M�tt�jo y2����5?�iccia2}�ArrCp�trecel 1�25 , � � �r ri,�g.�f+i��.�I��S.�.rn.�� i�� �.��s d.'9; t�.�1E�t��4a..�.�P`�.cs�s-�..M�e .? PlUfYGA use i,�s atac�uras�ara Jevantar�un p�quete. . bE:lotiN).7)Repeat process with graups�f four teusses until a!i truss�s are set ...... � ��' ' � �-"� "� . Pr�����*�P�r mare det�iled information. Eara ir�formacior�mtis detaltada. ara m1s inforrnaci6n� �� --__ _������ ` i �. Z)Instai�!os arriostr�s de tierra 2)Inst3le al pr�rmer�o tr�uss y ate seguramente ai arrrostr��de `-- .. �� � . , _ �� �! fi sirgle fift point�nay t�e used for bui�dles of ` ti�rr�.3 Znstale tas proxirnos 4 trusses con restriccran lateral temporat de mier�rbro carto(ve� � , �'���-"���----__,,, �--��t-�r � Truss Design Diaw^ings may sp2cify iocatians c�f tos Cibujas d�drsen�de tas trusses pueden especinc�r ta ctic,rd itch trusses u to 4S'(13J m and � Appiy dia�nal brace.a vertical r r inforcement tor las locafizaciones de restr�cdon (aterat permanente o �� '� � � � � ataaja).4)Iristate et arriostre dtagvraat de la c�rer�da superrc�r(vea atraja).5J Ir�stale arrrostr�� webs at en�i of cantiEever and at ���� � �-�`" permane�t lateral restraint a e � �arallel chorcJ hrussus up to 30'(9.1 m}. � diagonaf para tos planos de los m+ernbros secundarios uara estab±tice los f3rimeros cinco trusses � iridividual truss members. Refer to the �CSF- refuerzu en Ios miembr�s indivrdu�tes cie+truss. Uea ta ��c,�t ieask hua Iif: cirits for bundles o(¢o � aearing loca6ans kl!lateral reshainis�� i �3*** for more informakion.Aii other eri7»nent hoja resurnFn �CSI-83"**para n�as+rif�rnlacion. c( �� p P 'A�ARP3FRlG G�o not over(oad suppor�ing � (ke�abajt�).6)Ir;stale!a restriceion Iaterai temparat y arric�,tr�e dieyona(�ara ta cu�r�da inferiar fapped at le8sf two trusses.� ' P ehQrd pitch trusses up t�6G'{18.3 m)and paraE- v�a aba o 7 Re r braci��g design i;the respansibility of the t�uilding resto de fas disenas de arriost��s pennaRerates san la structuee with truss bu�idle. ( ))• ) R�Ca este procedrmiento en grupos cie cuatr�a trirsses h�sta c�ue todos!os r4sponsabilidad det disenavor c1e1 edi(ieio. ie!chord trvsses up ta 45(13.7 m}.Use at least trusses est�n rrtsPatados, *Top chard temporary laterat resteainf spacing shall be 1 p'(3 mj o.c.max.tor 3x2 chords d�signer. C^ree Iift paints far bundles of top chord pitch F�DYERTEtWCFR!No sobeecarc�ue t� and 15'(4.6 m)ae.fot 4x2 chards. � -russes>6Q'{i&.�nr}and paralEal chord trusses estru�[ura apayada con el pac�uete d� ��f Refer to 6C52-�2�`**for more information. ���+�p��q'�p"+ � ��►J�"`�'"A/ /�/'rTAA/ �4�'(t3.7m). tr�ussEs, l�eaetres�imer�C.�I�S2�**paramasinFarmacion. w7 t'i i l'� I�J�Lt'�� /''��.r.L�dF� � � �� � � : �WRRN%hdG The consequences af improper �,�' Pt���/e usar ur�solo lu ar de tev�rxtar ara a- ��� handiing,ere;ting,installiog;restraining 9 U P `� Place truss t�undles in stable position. RESTRAINTJBRACTNG FOR ALl P[.ANES OF TRUSSES (� 7��erances for Out-af-Plane. �1 s Max.sow Truss tength queCes de trusses de ta cuerda silperior hasta�i5' Puse paquetes de t�usses eri una pasicion �����T��ICTN/ARRIOSTRE PAR.4 TODOS FtANOS DE FRU5SES Tolerancias ara Puera-de-Flano. and bracinc�ean result In a collapse of the ° strueture,ar worse,serio«s personai 1rjG;ry y t usses de cuerdas paralelas de 3Q`o merios. �$r���� D16o D(ft. ��� �Z�� . `..,��' , ;,. Usa par�o n?enos dos puntos de te+rantar con � This restra€nt ai�d t�raung mc.thod is for aEl trusses exeept 3x2 and�fx2 pa�allel chord trusses ����4�� � hnax 6ow � 19 mm 3.8 m) ar deaCh. ` PCTs R P �l' 9 grupas de teusses de cuerda su�erior indinada ( }.See ta of�exC col�mn for tem ara eestraint and b�acin af PC"Ts. =_-;- _.� _ � fla" �' �1�° 1d.6 ifiFVE�T£tYCZ.4!E7 resultacfo de un m�neio, hasta 60`y trusses de cuerdas carafetas haSta �� ,� �^v�_a..-� � ` 8 mm Q.3 m 22 mm} 4.5 n� Este raetodo de restrrccion y�rr7astrc:es para todo trusses excepto h'usses cie cuerdas paralet�s nnax eow ��°gt�'"�"'` levantamtento,inst3fadc�n,restriccia��y ar�isatre �#s'Use por to n�e+�os das puntos de tevantar cptz 3rupos de Uusses de cuerda superror ir�r.linada �t�" 2' �" ��7` incorreeta puede s2r la caida de fa estruetura a ,,� � n�as de 60'y trusses de cuerdas paralefas rnas de 45' (PCis)3x?y 4x2.uea la parte superior de ta rnturnna para fa restriccion y arriostrs Pempara(de PCTs. r�ax.eow � o ; t 3 mm 0.6 n7 25 mm 5.t m .,.. _._- _.� _--�____.�{ .c � 3(4" 3' 1-9t8" 1&.&' atin pepr,heridas a muertas. I 1}TOP CFEORD-CLtERf1A SLtPEA'YtJR ��'- �e�gth ',. � � Plumb �`����m Q.9�� ��mm 5.7 m �.1���,Exerdse care when eemoving ; MECNANICAL H�TSTIM�RECOF/IMENDATIC?NS FOR SINGLE TRCISSES e� �2�'�`.,r`3�t., ` `. ; " ., .: �,� �". �k., .:'.; i � ° ' �iine t�� q� t.st4" 20.&' ;1 banding and f�andli��g t�uss�s ta�void a.. z���, � � , � , > �i � i REC{JM�tUQAC10NES PARA LEV,4tYTAR fRUSSES I�DIYZDU.QLES � u of- umb �� .,, T4lerance5 for {25 mm 1.2 m ���� ���m damaging trusses and prevent€n}ury.Wear ,� . „z`:�„ ,, ^ „'� �`� `� � „�, `' ` `; Q t- PI � ' t-11a^ 5' t 318" 22.9' �, '�'�, Up ta 30' D� 3F mm 1.5 m 35 mm {7.0 m personal pratedive�quipment for th�eyes, l € �� p Using a single pkk paint at the peak can damage the truss. 10`(3 n�}o,e.max. 7oterancias�5ara UO max � feet,hands and head when we.rking witE� � k��? � (g.��''} 4-i12" 6' 1-t[2" 25.0' C'�% E�. . Ef usa de un soto iu af en ei ico ra levantar uetle 60'or iess Fuera-d�-Ptomada, 38 mm 1-S m} 3H mm 7.6 m trusses. 4 P Ra F 30`(9.1 m}- _ haear dana al Cru.�. ...-,. ��'� t5(13.7 m) 8'(2.4 m}a.c.max. 9-3tc" � 7 1-3t4" 29.2` �;,���71'��Utl(ice cautela a(qultar(as ataclwas � - � \� � , � Ct1NSTRUCTIQN LOARFNG 46 mm 2_t m 45 mm 8.9 m o los pedazos de metal de sujeCar paEa evitar da�5o a , j�� �`�;� �_� 45`(13.7 m}- 6'(1.8 nl)ac.max. ' CARGA t?E CONSTIdUCCION � �� tos trusses y prevenir ta herida persc�naL Lleve �� � ��� ���� � � � � ^ > " �33.3' ;. �� � � .,y_ApVmx.t12�,,.� I� 6Q'(193 m� � 51 mm zd4m 51 min tO.M1 m e!equipo protettive�ersPnal para ojos,p+es� � �" � ` ��_.> ra E;ns� �"'SS ie"gin � fi6';16.3 m - � Da NaT proceed with construction until aIE Eateral rnanas y cabeza cuando traba a con Mc�sses. �`'���`�use ���1�e�P=�"�,�UC?tic� � -, � � 4`(1,2 m)o.e.max, cestrain€and l�radn �s secuFei and ra eri in lace. � �� TRu_ss�s uP ro so�4.z ma ; 9 V P R Y R � _ � �-- -E- �.'.`.�' &0'(Z4.4 m).� .,�Y speciai care i� cuidado especial en ��� ' � rRifsses nastn sa ries ( ' NO proceda can ta co�struccion hasta que tarlas las restric- " � � � windy weather ar dias ventosas a cerca � ��Cpnsuit a Re istered Desit n Prafessianai far tru�ses Ion er[hai'�64' 18 3 m. near power lines de cabFes eledricos o Auacn � -� � � � aones taterales y las ar�rlosfres esCen calotados en foeena n�a<srta� r�eignt and airports. ele aeropuerhas. �ocate s�x�eaaer 4a� �a.�3 m� Cansulte a un Professional Reglstrada de Dtser"to par�triisses mas �" "� apeopiada y segura. t � aoova o�st�it�,cx o.��»�x cfe 6(X pres. .-``' Gyps���,soard �z��(aos mm) ` � i m�d-neigi,t �'� �� � R9 IV4Y exceed maximum stack heights.Refer ta�CSI-�4*'� � � .�,..' � , roe � � ����- T,,,�?�� ,� _ ���=���� , �`�' �'� See BC�T-�2***for TCTLR optio��s. � ��` ���' ,, far more information. arywooa or osa �s^(aos mm� l f � �, ' < �N. � i� , � Vea et&C51-&2�**par�las operar�es de TC7LR �r"�.� � �`�` ,,� � �� >. �r -��--�-� w-��.r.. �`���.•� -ac��t-a ( ' � � � �� NO exceda tas atturas m�ximas de monton.Uea e!resumen aspna�t snEng�es z aunaies ..�,, �" , �.. �� �� SPfaader bar 112 to i �v_' i I A�� "'� . . � , � Spreader bar� i (.- �3«�x�s���,�� --.-; � � �_-,. �?�� � �-�� a `���``� �� '�`� � Bf.SZ-&4***para mas infarmacioR. � � r�4�,,,�;..�-' �U. ( � � ' sp�ead�,tra�z,�s to ( � Refer to BCSE-�3**'for �._ ��. ��.�� �,�.,. '" f ' concreie a�fzoa min� � 8toek TCt 6' 16.3 m ^rt- ��---�Y� ��� for truss i�_ rrzusses uF e ( 7--.- � ara iruss ienc�in ( Gable End Frame restraintjbrad�i9/ � ' � � \�` ' Fl ( �� \ raussFs nnsrA so accs Ta�Etna I r�!inforcement informatian. � , �r�.k'�`: '` � '��� _ � � ciay iEie s-4 t�tes nic�n H����TK�� �� �;= 7RUSSESUPTOANDOVER60'(18.3m} , p' �, ` \� \'� .. •`� �TCTLR � � 1 i� -► Rara rnformacion soGre restriccion{ � � �~� � ..� -�l_i I"�- TRUSSE5 HASTA Y S6BRE 60 PIES �'y�� i E1.,*. .� � y>' g .,�.j "_. �k :` /� �d�,�,{����, ,�� a,'riostrejrefuerza par�Armaaor�es "'^�t.�e �•` �M���� �.. J =�;1 � Hoicf each truss in position afith the erect€on aquipmenC untiE Cop cfiord tempora�y Iateral eestraint � � /` `� . ! �a. � `�, N�stiates vea el eesun�en&C57-8 � tVEVER stack materials near a peak o�at mid-span. is installed and the truss is faskenecf ta the l�earing poinCs. 20"or>'� :,, i E Avoid VateEal bendin IVote:Ground k�racing not sl�own for clariry. � hrUNCAamar�tane los materiates cerc3 d�un pico. � `� Use ro er ri Use equipo apropiada i �Q��enga cada teu�s era�asrcion can equr�o de griia hasta que ta restriccion taterat Pemparat cle ta Truss attachment fvite ta Flexion laterat. � p g' cuerda su{aerior este instatado y et truss esta aseguracfo en tos sapc��tes. �`� Repeat diaganal braces far each sek of 4 trusses. required at support s) � (S} d?O N4T overload small groups or single trusses. � y g€ng and holsting �ara/evantar e • . 5he cantractor is respons(bie Eor equipment imprcavlsac � I Rep�ta tczs arri.faCres diagonales para eada gru{ao de 4 trusses. SecEion A-R tVQ sntzrecar�ue pequenos grupos o trusses iadiv(duates. properiy receiving,u�iiaa�iing and skoriEig � I�lSTAL.LATION OF SIN6LE TRtJSSES BY HAPIR 2)WEB MEMBER PLANE-PGANO DE LpS MSEMBROS��CUNDARIQS �` �} R�CpMMEtVt?QCG'SOtYES LTE tEVAlYTAMIENTC?DE TRUS.SES Il�IDIVIf?UAEES --1 t�tace laads over as many trusses as possible. ' the trusses aC the jobsite.Uniaad trusses to .Q Cotoque tas cargas sobre tantos trusses conaa sea i� smooth suiFace ta prevent dama�e. F(?R L.4 MANQ I�AT'ERAL 12ES�F It�T&1:1IAGOPIAL B �IfV�"s A�E � � po5rt�tE. „�.a�..� ��' ''�� Et contratista tierae la re.sponsabi7rdad de ,-;�'i�-_ ����'Z�����p`�� �"'-` � recibrr,descargar y afmaeena�adecuadamente ; L� Trusses 20` ._�� � -_. _. � Trusses 30' � � R � ���, � � Position loads over load bearinc�walis. tos trusses cr�t�abra t�scargue tas trusses en � (6.1 m)or ��"`='���-� � (9.2 i�)ar t � ' E ���TRICCI�t�LAT7F ! Y EL ARRLt�STh�L?T�4C:'CTPVx4L Cofvc�ue!as cargas sabre!as aaredes sopareantes. !a h'erra fisc� era�revenir et dano. Iess,su po�t t less,support at �� � ( �UM MCIY IMl�C3/27'Al1ITESl " ' "��' � � r � P ( . R s .�-.�� Piagonai _ i{ [� .r"� �t,��lica r�inforaemen� AlT6�AT`IQNS-ACTERACIONES u _ � � �i near peak. quarter paints �� r�- � ,„ bracing iross brac�n g not snawn ior c�ari�y �.x � ' � � � p �� ��� 'f i�:. `4 �{ „r�.., Tn�ssMember 2x GLR � Referto 6CSZ-85.*r* , . � �",.�".� I So o�te Soporte de ea resum v� ' .- .. �� � � cerea at pico _ tos cuartos ' ii - �•- '� >. .�. `� '� V el _e��f3C�7-�S.*** �� � � �� ��""""�' � ` � ��``'� � tos trusses de kranaa los � Trusses up to 30' Web members � � � � � ..� ��� � � l r � < _ �t �� �`��. i 4 Trusses up to 20' -► �wF -Y- � � �� � � , Y «�:., � � �: � � ��. �� ����y� � � DO NOT cut aiter,or drill an structural inember of a truss unfess �-� ��� ,' .,.. - de 2t7 pie�0 6.1 m � trusses d�.30 (9.1 m} ��,.� � �;,� � r � ', ( ) � � � � speci€icalEy�rmitted bY the trus&design drawing. � ,� �� �_�' �:"��- � @ DC1 NOT store � NO almac�^ne j �n��as� Treisses hasta 20 pies ptes o naenos. Trusses hasta 30 pies ,��� � � �����- ���' �,� �: � �� � {`� � � NO ccrrte,attere o erfore nin un miembro estrueturat de un truss, �� �"' � unbraced bunciles vertic�lmente(os �,�, ' � ��y�` j" P 3 � �y � � upnght. Cnlsses sue(fas. (� �qa pO[�� `�. � ` � ����`�`��r'� A a meaas 4ue este espeerficamente permltido en et dibaja dei dtserio - �-� � Trusses may tre unioade�I directly an the4round �����'"`��� ����"� -��� `- ������ " ��� �`�'�r` det C�uss. at ehe Crme of delivery ar stored kemparariEy in � 0 CC'?"[7 T/^/^7'19N V A LT�����'�� '�`�����i,��, `�.",-�' `` Battom 64ininwm T 2x_Scab'��eck t�;, /t6s.7�It.��s 4d{f � /Y R �'"'^, �. �� C����� centered over spiice.Attacn • Trusses that have been overfoaded during construe'tion or a![ered wtthaut the Truss Man- contact with the ground after delivery.If trusses �� Diaganal braces to GLR with minimum B-tBd ufaclurer's prlor approval may��ender the Truss Manufacturer's Iimited warranty null and void. are ka be srored for mare than ooe week,piace �. �� Refer to��SI-��*`*for more Top Ghord Te�npnrary �i; � every 10 truss spaces (�.135x3.5�j��aiis each aida biocking of su[ficient height beneath the staek � � ot spiice or as speo11ie6 Qy the trusses que se han sotrmcargado dur�ante la consErucrfpn o han srdo alteradas sin ta�utor- information. Lateral Fiestraint �f 20'{6,1 m}max. o€Feusses ah&`{2.4 m)to iG`(3 m)€�n-cent�r 30'(3 m)-15(4.6 m)max= Building 6esignec izacio.n pravia de!Pabrieante de Trusaes,pueden hacer nuto y sin efeeto la garantia timitada clet (a.c_}. s ;�� � �ea et resumen 6C�T-S2*��para mas in€�r- �� � (TC7lftj S�me spacing as bottom � Note:Soma chord and wef�members SEGTf4N A-A Fabrrcante de Trusses. Las Uusses puederi ser descargados directanr=rite macion. . �, �2x4 mi�i. chord laferai restraint not shown for clarity. en e!suet�en a uet mornento de entre a o �„<;.�' atmacenados tem aratmertte en contacto mr�ef i �. LoCahe gfaund braces POr firSt tl�us5 directly � 3}BOTTOM CNORD-CUERDA IN�ERIRR � � �'' ��� "'cootact n,e compo�ent Manafacturer For more in#armaUo�or rnnsuEe a Reyisterea oesign arofessional rar assistance. Itl Iltl�Wlth dI�t"44V5 Of CQ ( 7o viev �o prnF'ng PDf af this dncument,visit sbc�ndustry.com@l. sueio despues de�ntre a.Si!u,trusses estarar? p chord tem>arary �..� �c.`-..„y�.� �� �tr i��,� Truss i � . . , kaI itl hf n2Xt COIUtllti. LdC�I'dI R2SCf8ItltS-�%4xi��OC �{":.;\`�-.:.d� ` €, h�gi�tbur NOT£;�he trus�-n;anufac[�rer ami t+'uss designer rely on the pmsu�iuEion.;€kzt the cantrartor and crane opu��tar t�€ap�!iwb7e}are guarefados para n�as de una samar�a,�.:anga , laterai restrainT(see ta.e t } , � r" e(a ita '' � C�rEatef(apped over CWo tPusSeS � �.�.�''� � urofessionais�aitn et,e caPab�tiry ro u�dertake d,e wo:k thev nave a4reed ro do 2��any gi en projed.St tne mntratco:p�€K:ves!t�,eeds b1OCjt12c317C1P de d1CUl'�3 SUftefenC2 C(2t d5 d p N(3 g(R78CGt1E Et7.l2f't"d �'�: - r,.�ti-....� � �.\.� .,_, assisEance in soine aspect of the construc[on p�oject,it shauW seek assistance frnm a competent party.i'he metho�s and Rraedures �l DCt NQT stare an Ca: ue(as arr�astres de tierra para et prrnier =90' �. - ;�„ g r�,v� Rt, a de IRS frvsses a&hc�5ta 2{1 pies�t1 cefitro(O.C.J. �1 4r C�R s�Eiee reiP�fo�'ce ^��``-- NOte:Sonle Chard auciined in thts dccume,lt ace in¢e�Fded o ens e hac ttie overa�i mnstructVon cecnn es em la i� t the trE,sses inea lace SAFE�v. uneven ground. desiguat. truss directamente en 1ir�ea con cada una de �`„� rnese«camme�+dac�,ns rat nanmi�,�, �sia�ti„�,��scra���a�a b�ac,��o-�,sscs are�i sad uFon me ca��tiue exFe«e�ce or�e�d,�+q ment. � and web members �rsonnei�nvoived wan v�ss des� , a� v � �4f ti'U$52S SI:.Of2Cj f0(I110R'Chdf7 4(lE We'C'k�CQVC'f '' G„ ���`" ^-�4„,�,�' p gi,manuf�ctut'e and installttian,but must,due to the nature 4f res nsidiliCieS�flvpP�2i1,h2 reseitted ,;;,, p ,.,a,�,i�,,, .,r . IasRlasd�restriccionlaterattc:mpor,�ld-!a _ � V i�.�1'�i M1 I I. ,f i Brsce fir�f truss . BoCtam not shown for oniy as a Gutoe ror use ay a quaGfiea Iaulld�ny aes;g�er or contracco.it�s nez mcended chac mese recomn,endarons ae forerp�eted as bu«dles to protect frorn the envrennme�f. ��� ������ �� �� 7`t ;� aierrla su.erior vea ta tabta en i� roxtn�a � �, sn ar�o�ne auiiain aes+�oer�s�es�� +ecatron ra�na�di�n�,mscan��, ,� �e �yy'_� � � R � ~ �„ ~� _~� CIBi'! . , P�r 9 � 9,restralni��nd trrac4ng t isses ar�d itdcres not P�ectude the E secure�ybefore chards ,;� � -� �`` ��`� ,/ tY t Parc7 truss2s gudfddtfos p6f mds de'u0�3 s2mdnd, .�?t:�, colttmna�. .;`,y� ,.,,�„�,4 use at otne equiva�e�nt metnods for�siraininglUracing and provtdlo4 stabiliry for the walis,columns floor,roofs and a8 the inh2rrelated P,l�'C11Qfi Q1 d(1�ili6ii21 ' `-�;�Y'� st ucNral builel��campone�ts�s determi�eA by the co itractor.Thus,SBG1 antl TPI ex�ressly discla'm any res'pansibility far damaqes cYtbld tPS pd4uef4S pdrd pfPttg�r'fOs dEl dtTtbiente. , ,, =�«- "".. •. 'e �:� � �: ..��:"-. � �tstn�from[ne use,aPWicatian.ar rNta�e on tt�recommasxlatfons and irnkarmaeun contained 6erein. (�} DQ NQT waik on trusses. � . ^�. y-"`� a Refer to BCSI��*R fa�n�are detailed inEc�rmatlon �� ��. unaraced trusses. ��"' �' �� pert�Enin9 to hanoltn9 ar�d}obsite staraye oE n.���- t � � �' �''�•j �.�i� Diagonal braces every i� ; ��� � ���� trusses. NO camir�e en trusses i„�i 9� �truss spaces 2Q`(6.1 m)max. i I � sireltos, ' ' ' waootwasscoaxen FRUSS PLATE INSTYTUl'E bea eJ;o(laTo�CSf`.`*para d�torma�ror�mas detaF- � � ' � �' i ladd.SobEB Ef nldn2j0 y BImdC�flddO de tOS tl�u9SP5 .. . . - i 10�(3 ITi}-15'(4.6 Rt}EriBX� ����bp&/�74 48 9n�sbci�druptry.pim�719 21S N.Lee St�'fi�3-4010 t'px st o�eg�YA 22314 en ar�a de Prabala ' l u � n,� �}` �`, °o 'c .y t F � t�; 1 � `� �f � i ti,S, � � S {i l it. � Y � � 1 � �i ., . . , ,.�., V � �� � t aq .�y � �.'�: :ad;. � i�3 / �. R 4 t, , .t,zr , .,> ,s ,s� �� � ' ��t , > . . r il . �„ .� .< Y � y,. > ) >e .< . , , y , o �. e n . . . y 3t s.. �e , �.. , , � i � .� ,s. � ,.. ':.� ti > , .� � , �.� , � , , . , . . 4 . . .. . . . . . .� . ..,.. , . .. �• .. . . . . . . . � . .. . .. .. . . . . . . , REVISION OF THIS SHOP DRAWING BY PROFESSIONAL ENGINEER IS IN COMFLIANCE QF POLICY ~� �'', ALL TRUSSES SPACE 24"O.C.UNLESS OTHERWISE SPECIFIED. UPLIFT CONNECTORS TO TRUSSES AND GIRDER TRUSSES IS AL�NECESSARY REPAIRS TO TRUSSES � � � �� FOR TRUSSES HAVING AN OVERALL LENGTH OF 35 FEET(10.7m)OR 6 FEET(1.8m) NO.5 METRO DADE COUNTY BUILDING AND ZONING DEPARTMENT EXCEPT FQR AI_L BUILDING . � ; � � � � r' J�3SE MARTINEZ� P.E. �� OVERALL HEIGHT.ERECTION SHALL BE SUPERVISED BY EITHER A REGESTIRED THE RESPONSIBLITY OF THE ENGINEER,ARCHITECT,OR GC. MUST BE REPORTED TO FORT DALLAS COMPONENTS NOT FABRICATED BY FORT QALLAS TRUSS CO.REFER Ct41TECT OR 9k9k lk�G + • 6���� ��x+�B ERED ARCHITEGT RETAINED BY THE NOTE: LABELING TRUSSES IS A SERVICE, NOT A REQUIREMENT. ENGINEEREd NOT THE FABRICATOR.DO NOT CUT OR ALTER TRUSSES TRUSS CQ.WI7HIN 48 HOURS OF TO AR ATTENTION BU ILD�R • �"'�` wC�ns�lt� En II��@r CIVIUSfI�UGtUC'a� ;'��� �'��t PROFESSIONAL ENGINEER OR REGIST ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION PROVIDED iN THIS SHOP g g ffi 'M '�,�'� Oj� DRAWINGS SUPERSEDES LABELING OF TRUSSES.IT IS THE RESPQNSIBILITY OF THE BEFORE NOTIFYING ANDlOR APPROVAL IN WRITING BY FORT DISCOVERY.TRUSS LAYOUT IS A +�a "'�,,�.,,.. .,_ `',g, � CONTRACTOR. BUILDER TO UTILI2E ENGWEERED DRAWINGS WHEN ERECTING THE TRUSSES. DALLAS TRUSS CO. PLAGEMENT PLAN ONLY. DRAWING WITH ALL OTHER TRADES,STRUCTURAL BEAMS,WALLS AND FOUNDATION 24 E. 5th Street .���.• '���!,, Cf� , N � REQUIREMENTS OF THE FBC. • • • • • �Ial��h FL 3�07 O '�1�.�;`{�+ .�,'•�.re" cn • • v • e• . • s s w e7� .. a r Q ALL DIMENSIDNS, � : •.^ • � . : • .•(��orida P.E. 031509) � �' °"::'��s�"� N M N � OVERHANGS, PlTCH, ET� . ,� ,�.� ' •* .. • STAz�R�ENT in m rafessional :'� •�' ae;�:� � ^ ° , ' TO BE CHECKED � Y p � ud ement and to best of m ;��''�'' � ' �" a " U U N 80 11 BEFORE ORDERING TRUSSES 1 g Y ;�3•-;�� � �.� `" ` ¢ " " " � ' � � " IT lS YOUR RESPONSIBLITY F � � •� '����9� and betief, these truss `*.���j�- .• 't��,�'' � } m Z /� Y.....•• ' � P •f• �• �Y .11 •• • • � . �P �I'R• � � ... . e • • • • s eGifications com I w�th �'�x' ��r�p�.�,.�' Q � ^ � = w Z . 5�� 24,6., 8,$„ 45'4° TC} CHECK OUR TRUSS PLAN� . . . . � p p Y �'•r. �r*� o � N � � � � .. . � . • ••�pP�icable building codes. � M N � o � � . . . . . . . � �..- ... a . . . r---- � . . . . . � . . . . . . . . . . r� . OSF1 __. _ _ VJ M O ..... , , .,.... ..... . . � �1 11 ... .... .. .:: ..... �.:�I� .I,;... II M�� . . . � . . . . . . . . . . � . . .. . .... . ... ..... I .... ' '', I; : " . . . . . � � . �� � I . ' , ° I , RA Eow �� �- � � ; .-- � � ' = COMPONENTS/CLADDING ASCE 7-1 � A�� HaN�ERs iN THis -rAB�E nnus-r BE . .;� � ,, ¢��._� .? o j� ' ',O t �; N ; t+� ; � ; �! :I� W i � '�, �I �1' G V� � � ' �r �n : �o : ti'' �o ', � I , 1 �� NAILED TO ITS FULL CAPACITY WITH NAILS `` -I � -� �, .�, �_ _ -� _ _ �; �: ;_ ' _ � � � � � �I � I, _ - TRUSS LOADING CONDITONS M5 OR BOLTS AS REQUiRED BY SPECIFIC ��a�� � � —J'�F � � — ROOF TRUSS FLOOR TRUSS HANGER. c, /�� �W o __ . . . . . . . � . . . . �� � . � �� � ! / )�zO��Urn . � M5 � TOP OF BEAM TOP CHORD LIVE: 30.0 TOP CHORD LIVE: N/A HANGER LIST ��sP �� a°���� ' , . ; TOP CHORD DEAD: 15.0 TOP CHORD DEAD: N/A : - _ � � �o���o �L�!�i�10'-1" ELEV. � BOTTOM CHORD DEAD: BOTTOM CHORD DEAD: N/A HaN�eR MANUF. HANGER I.a. TRUSS I.D. � ���Q m� M5 (I �' �9'-3" ELEV. TOTAL LOAD: 55.0 TOTAL LOAD: N/A i�� �. � �]S ���'d U����� M5 Ii ! LUMBER STRESS INCREASE: 1.33 LUMBER STRESS INCREASE: N/A USP MP3 TSGE1, T9, T10 _ I o,� o �� �22'-11" ELEV. PLATE STRESS INCREASE: 1.00 �'�TE STRESS INCREASE: N/A ����'�'ti m � EXPOSURE CATEGORY: C Q��- ��os �/ LL � M5 � -- , I�ii�12'-10" ELEV. � _ BUILDING CATEGORY: II � `'�d � � � �' WIND DESIGN VELOCITY: 175 MPH � � N � v M5 I�8'-10" ELEV. N IMP(3RTANCE FACTOR: � (� M5 WIND LOAD DURATION FACTOR: 1.60 � ��� IMPORTANT NOTE ��� ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE F PERFORMED BY EXPERIENCED PROFESSIONALS. =ORT DALLAS TRUSS CO. EXPECTS THE LL m5 TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES BEFORE ERECTING THEM. �� - NO CONSlDERATION WILL BE MADE BY FORT DALLAS TRUSS CO. FOR LOSS OF TIME OR m= �� ADDITIONAL CRANE USAGE. FORT DALLAS TRUSS CO.WILL BE RESPONSIBLE ONLY FOR ZQ M5 REPLAClNG OR REPAIRING DAMAGED TRUSSES OR THOSE WITH MANUFACTURING DEFECTS �w OR DO NOT CONFORM TC lIPPROVED LAYOUT. Q� w M5 TRUSSES ARE DESIGNED IN o o q 7'6° 24' 10° 2�� $° ACCORANCE WITH FBC 2017 UNLESS a?� � _ oTHERW�SESPE��F�Eo SHEATHING UNDER ALL ��Q o �, „ � ��6�� , „ , „ VALLEY SETS BY BLDR. djz � , „ 1 6 3 O PLEASE REFER TO INDIVIDUAL ENGINEERING SHEETS �°� ¢ -- g ---- FOR NUMBER OF PLIES AND NAlLING/BOLTING Z�� � ' � NOTE: NORMALLY ALL TRUSSES ARE SPACED �g° �-8�T6 CQx� �-�1�''1 PATTERN REQUIRED FOR GIRDER TRUSSES. SET-BACK ¢ M�� 1° T s�E� F O R H I P S, E T C. 2 4"O.C. a�,o ~ Q Ts , � _ ALL UPLIFT CONNECTION TO TRUSSES ��Q M1 _ � � � � v v v v M M M M M � M � N N N o� "- ,. � o� A N D G I R D E R T R U S SE S IS THE �� , r � r t- t- t- r- r H � � t- t- �- � r- � � �- r= t= � t= �=- oz '�s' 7s �' RESPONSIBILITY OF ENG., ARCH., OR M� GENERALCONTRACTOR - W� � RAKE WA rs - __ ......__ � — -�- ~ �m ___.._- --__ . -: _____ __ _ * SPECIAL HANGERS BY PURCHASER OF Z j Q _ ........... --- -........... _ M� 3 0 3 ,�0, TRUSS pACKAGE � o= ,�,� W� _ T LL "-a- W Q W M1 2.375 1� � T > q m M� RA E�J �„+;LL LLJ � 35' 7" p p . .._.__......._ ........... � -�--�- --- - ........... -- �- _ .... - ----- - -- T I ........... . ..... ... .. -_... . _.... _.__....... � . - .__... _ . _ . . � ... r Ma . ..... ... 10' 3 1/2,� „ 34' 9 1/2° Z W GU TER UILT TO T T C� U w M3 �f� SS � � p I.L� ❑ (n � x W � T `� � � (f) � � M3 _ 12 CC I.LI ic� � _ a� N T 2.375__-. 2X�N' _ � Z M3 o N ---�"--`'- -- � --� _ o W N Q � GUTT BUILT INTO TRUSS v T _�__-�___. J Z r-- M3 M � _--____----� 2X4 M�N� 2 x 6 V�E�R T I C A L � -a .--- __----:-- � r W o - 2.375�---___ N � N13 W M �r � �"�-__I '�`2 W g Q W vj - = �� � ¢ ❑ °- :i �w ap 12 r co o z a W W Q� op M3 . . � . . . . O . . . ,.. . . . .. . . .- . � . in . tl] m . "� 0 (7 0 . .25 � U o o uai � �a T I M3 � T tN 23,2„ � 8� 8�� � '_ ��u, � ,5�� � . �,.�n , o M3 u;,, _.��m,. .�..�.:�,�. a,wA �r ,, T � i E:y�., _, o �11.rj L �' .t d V � �a � �} W M3 / t a~ � x > � � . . . � . . , . . . r"s��-.i ��,.r -r n-�--r4 e��- . 'Q�Q O Z=�z Q-'� . : r1t"'P r.v. vi.t�-- �, .it- �, , pm �u)�m_QZs_' � � T 11 11 � -�{-��� , w 2 F-uJ cp C9 u..O dj M3 - ; � � TRUSS M5 � � � -_ � _ ; . ' � m � � � .� ,�.�...n.��..�... � W�°o ��W w�� �.�.�.�.__..�..�_a.�..�.�..�����r � � � T, 3/16��=1�_0�� �o�v��Woj�m M3 � �WI-OWO�I-��� � , ��OU?w=rW.pQ� _._....._.. .......... _. ... �--- -= _-- - -- ------ -_ -- --..._. .__. . - ' i T ., �I=-QWZ��U�Zm M4 O, - - ---- N F-F'I--� J ��acnh-F==���- I �Oz=zmUw�Z� M, _ _.__.._.. K- A --- --- _- - -c7�-- � .-- - __.. . 10 ..... __ __._ ....._..._._ -- -- --- -- - � I —_ ._..._ _.... .. . . . ._ ... -..._..... . —_. _ . . . . .... . . . ��W�����W=° A E W L ; Ts = 2x4 MIN. i w � W� � Z M1 - i I � ` W�W� 2�~= O � . . � . � � 6j I � C = � � � . . . . . . � ��J� �❑ U . � N � Ts � 2x4 MIN. � Qa�Q �¢Q� �¢ W M7 � � OQrZ Z�wc7 �� � c��rz u�o—ui � ~ , 81/ ° I o00 �=Q na�}�' -rs �owh��a�-�W�WmX� , - ��Qgoo"o°��ow�'� m� , o� � v,�,�cn �a�F- i - -._ . _. . -_.� ---. _ .......... _.......__ __ _ ���i z J�Q w ¢w= _... __ _ .._......... --- ---- ... . ..._.__....... .... � � - ... .._ T9 ' �, - - . . . _ _ � �� i RA ED LL �n op z�aZ�Wz�oc~nv� ,� . I . . � . . . . . . . � . . .. . , .! J�-��jj�O LLO1-�ZLLQ . � Itt7 i 1 �, I ; i � , � , � � (h : �i � I pQQ�� aZ��Q�—LLZ M1 N ; N , N N N�i M M , M , M '', chi, .� ; � '' L L LII t: ..0 il L ', ' � 2 (� ^, O ' (7' O O�i O! OI; U ' � I � I � -- T9 _ W� F--a � O��omc=i�a `� ', ', O O O tn' c�o �- � o O Icv ' c�: -- -- ' ' -�-�— - .__ .-_ --- �; x -"ZO�w~U LLQ=J � p' N i - ..... � I �i -- - - - � I pI-°-n-ZOw�f-�=z=�0 � , �; � � ` � RAK D W 'LL I: ; � � �� O , '.: _.... i �....:. i I ca pw . � �Z?�Q�� m � � � �` o ,.:.. } :� ' _. , � I� _ T9 f Q��[C�- Wh�- - � - I� �t- -� � 31'6° � 4� gn 'ZQL��OJ�ZW���W�J � � � �SF4 � � - - ,,; �o¢¢W�n��,�oWZ�r� - 15'0° � _ z �W��cno� W1 x7] 52 9 �ww��z_cia�z-� Ts � �� uicn� cnz �Uz -�cncn°�WO���°'0���� -2 n H z�--I-I-02'¢UHOUm�UI- _,,; � N��OLLWZO=�OOu-O� TRUSS T1 4�6„ 22' 5" = 6� p„ �, $�� 21'2° 15' 8" 3,,6��-,�-��� � . � � . . . . . . T � . . . . . . .. . . . . . . . . � , . . . . . � . . . . . . . � . . . . . . . 52'6° 80' 11° 14ttOSKAR�3AN�M P.�. FL.PE#74745 �a,��exa sr.sa:�vE�nva►�.aaao �.:c�u�.a, � � C�� �il�+�,�� SCALE = 3/16" � � �_�,� � � ���� � ��� � ��►��� ��� : with tt�e ciesi�ru o�o�ne;ep� af th� � arnd qe�s�compti�vdth ttte tnt+ormat�On given in the Contrac� i�ment�. C+onectioe�s or comments m�de on the shp�dratiAtit�during _ this review do ttdt refiev9 CCttttraCtot ttOm compliance with the requirements of the plans and specficationa.Approv�l of a�spr�CiBc t�em shall not inciude apprrival�f art 8sselnbty of which the it9m i��Cor�Dt�etrt.CO�r#s res�nsibie for. dim�,slan8 to b� Cpn�t�1 and c�rrel�ted�t!�e jobsite: in�C�that pertein�solelytG►thetab�tp►ocesses or tp the mearrs, tn��to�.te�Chniqu�s, ssquences aad procedttt�Sof ct�nstruction:COOrdinatton of t�te Work oi all trades: 81x�far petforming aA ��rork ir:..�sateac�lsatisfactorymanner. �1����sy DIFFERENT TRUSS [7ESIGN - ROOF AREA: 5577.87 SQ. FT. , � �J ALL TRUSSES SPACE 24"O.C.UNLESS OTHERWISE SPECIFIED. UPLIFT CONNECTQRS TO TRUSSES AND GIRDER TRUSSES IS ALL NECESSARY REPAIRS TO TRUSSES REVISION OF THIS SHOP DRAWING BY PROFESSIONAL ENGINEER t5 IN COMPLIANCE OF POLICY FOR TRUSSES HAVWG AN OVERALL LENGTH OF 35 FEET(10.7m)OR 6 FEET�1.8m) NO.5 METRO DADE COUNTY BUILDING AND ZONING DEPARTMENT EXCEPT FOR ALL BUILDING " aIOSE MARTINEZ� P.E. i OVERALL HEIGHT.ERECTION SHALL BE SUPERVISED BY EITkER A REGESTIRED THE RESPONSIBLITY OF THE ENGINEER,ARCHITECT,dR GC. MUST BE REPORTED TO FpRT DALLAS COMPONENTS NOT FABRICATED BY FORT pALLAS TRUSS CO.REFER TO ARCHITECT OR �� �C�k ' INED BY THE NOTE: LABELING TRUSSES IS A SERVICE, NOT A REQUIREMENT. ENGINEERED NOT THE FABRICATQR.DQ NOT CUT OR ALTER TRUSSES TRUSS CO.WITHIN 4$NOURS OF COI�SUItII� En II"I�eC CIVII�StrUCtUI�aI � PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT RETA ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION PROVIDED IN THIS SHOP ATT E N TI(�N B U I L D E R g � DRAWINGS SUPERSEDES LABELING OF TRUSSES.IT IS THE RESPONSIBILITY OF THE BEFORE NOTlFYING AND(OR APPROVAL IN WRITING BY FORT DISCOVERY.TRUSS LAYOUT IS A CONTRACTOR. DRAWING WITH ALL OTHER TRADES,STRUCTURAL BEAMS,WALLS AND FOUNDATION Z 4 E. S t� S tree t N ii x� (� j BUILDER TO UTILIZE ENGWEERED DRAWINGS WHEN ERECTING THE TRUSSES. pALLAS TRUSS CO. PLACEMENT PLAN ONLY. �s�+4��+�+r U REQUIREMENTS OF THE FBC. N a�� + � ��i,�� Hialeah, FL 33Q'10 0,.��'� .,....�ti,,,,, Q ¢ Q a ¢ Q � Q � � � tV �I ALL DIMENSIQNS ��,��� � ¢���;*s-� Q ' (F l o r i d a P.E. 0 3 1 5 0 9) �' N N N N � „ OVERHANGS, PITCH, ETC �^�, �,� � o N � N � N N N i r- I 81 3 � TO BE CHECKED : STATEMENT in my professiona� �a:�,�� ,� °� - " � { � � ,�, , „ „ 23�2.. �� s' 8" 45' $° ud ement and to best of m -�.�'o .......• ���,4 � � � � �, �, � � � � � m .. �, � ^ � � �- N �,s�• ��'�a� o � o v � � o U � cV � 2 5 BEFURE ORDERING TRUSSES 1 J Y knowled ��`'�•�;E�t�¢��`�'~ � `r �: � IT IS YOUR RESPONSIBLITY ge and belief, these truss � m Z TO CHECK OUR TRUSS PLAN specifications comply with � N N � N N N N m> w z . . . C� � N �+�1 N M N � ? U � applicable building codes. �, � �. � � � M N � o � o , �� �� , � I R KED , ALL � I : � _�_...- �- - -- .-- .. —_..—..-� �---..... --� ---... ._.. _ � o � � - � _.._.._ ......_. . ..__.... -- ----__.._. _ ._._.._._. . :� .._.._...._...__. _ - -_ � � COMPONENTS/CLADDING ASCE 7-1 O ALL HANGERS IN THIs TAB�E MUST �E �i� ��� �C � � ----. ... � . .... _ _ r . _.__ .. � � ' i RAK;D BE''; M �, '� ,a� Q- _ + M5 TRUSS LC�ADING C�NDITONS NAILED TO ITS FULL CAPACITY, WITH NAiLS �, ,ti�, ��w� ._I Jo � � . . . . . � � . � � � .. r� . J O OR BOLTS AS RE B P CIFIC � (� UIRED Y S E '� 0 ROOF TRUSS FLOOR TRUSS �, � _! C/'� � HANGER. � �- �" �n �W � � �-� `'� v J �"�W °� � ZQ��"�, "15 TOP CHORD LNE: 30.0 TC?P CHORD LIVE: N/A HANGER LIST ��� �.�� <C°�M�� M5 . � ~ � � TOP OF BEAM HANGER MANUF. HANGER I.D. TRUSS 1.0. �., ; � TOP CHORD DEAD: 15.0 TOP CHORD DEAD: N/A ° � � °-°°�-��`° �O�LL'(q� � � ,� ��i�i�10-8 ELEV. 0 BOTTOM CHORD DEAD: 10.0 BOTTOM CHORD DEAD: N/A �/ p���m� - M5 N � �9'-3" ELEV. TOTAL LOAD: 55.0 TOTAL LOAD: N/A '�j'`� �y� L.L v°� �� � L U M B E R S T R E S S W G R E A S E. 1.3 3 L U M B E R S T R E S S I N C R E A S E: N I A U S P M P 3 T S G E 1, T 9, T 1 0 od o I , � � _.... M5 _ 2 2'-9" E L E V. a P L A T E S T R E S S I N C R E A S E: 1.0 0 P L A T E S T R E S S I N C R E A S E: N/A ° � r ; ; -------- o � _ EXPOSURE CATEGORY: C USP THDH26 M5, M1 �o � LL � " ,, . RAKE� sEAM �r �_ �� � �' BUILDING CATEGORY: II SLOPE � � ,� ; - - �����13 7 ELEV. � � � � -- ' M5 24' �" , � W{N D D E S I G N V E L O C I T Y: 1 7 5 M P H �'.�s ; _ _ : I�'8'-11" ELEV. � fMPORTANCE FACTOR: 1.00 [,L � �, � WIND LOAD DURATION FACTOR: 1.60 � c- �' - M5 `-s' � ��� IMPORTANT NQTE ��� ERECTING R�OF TRUSSES IS A COMPLEX TASK TO BE � M ' } PERFORMED BY EXPERIENCED PROFESSIONALS. FORT DALLAS TRUSS CO. EXPECTS THE LL ;;� M5 0. � o ,� TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES BEFORE ERECTING THEM. _ ��S V' �- N " Zh �' NO CONSIDERATION WILL BE MADE BY FORT DALLAS TRUSS CO. FOR LOSS OF TIME OR m° ' � ADDITIONAL CRANE USAGE. FQRT DALLAS TRUSS CO. WILL BE RESPONSIBLE ONLY FOR �� Ms REPLACING�R REPAIRING DAMAGED TRUSSES OR THOSE WITH MANUFACTURING DEFECTS �� -- ' OR DO NOT C�NFORM TO APPROVED LAYOUT. a� w M5 � �� TRUSSES ARE DESIGNED IN ; o> ¢ � 7 s 25�2,. 2�� s�� A�CORAN�E W�TH FB� 20,� �N�Ess S H EATH I N G U N D E R ALL 5 : �,z� � -: OTHERWISE SPECIFIED �T :, t- ` >=a p VALLEY SETS BY BLDR. t�``�'� � � ��� M5 r ;� : a � .' : w o � �� �� ' ' � �� ' ° 3' O° PLEASE REFER TO INDIVIDUAL ENGINEERING SHEETS � � ' °'oa z - RAKED BEAM � 1 6 „ , � _ ':, 7 �'����;;�4"� " , � a.�cn `L --�- -�- -- � � � FOR NUMBER OF PLIES AND NAILING/BOLTING . � �� �� Z�z � � RAKED WALL PATTERN REQUIRED FOR GIRDER TRUSSES. SET-BACK NOTE: NORMALLY ALL TRUSSES ARE SPACED � �pO ' : -- M5 - - ---- -- — -� -�--- - - - � �� TSGE1 FOR HIPS, ETC. 4 .C. ��p 2 "O i - ----- ---- ----� -. ..--- - -- f= T9 a�� • � ¢ � _ ALL UPLIFT CONNECTION TO TRUSSES =�Q co � �n u, v v c v v ro r� M r� � r� M r� �v N c� o) N � t- � AND GIRDER TRUSSES IS THE `�'vi� , M5 r r F r- t- � r- �- t- t- �- � �- t- ~ F-- i-- r t- � � �= � H �= �r Ts a' RESPONSIBILITY OF ENG., ARCH., OR oz � $ N GENERALCONTRACTOR - WW nns - � RAKE WA T9 � �m i Z � ._ .._ __ -- ---- �p�� PEC L HAN ER BY P CHA , �� -. -...._..... - . .. . ` �k S IA G S UR SER OF Z �z 10' ��.�t'1�it'A�GJ�N�IN�!;�. o= - N � . ...._- _ ... ... . _ -. ..__....... , Q .-:: ---._ ._ -.. . � � _ TftUSS PACKAGE , W a - I }- r- T _ � �a i; M� a o " ' ,�IltN!l�at�l01����� Q �~ N � �t>t►�1�tl1�M _.1 W } ; ifl _ �►M3t�'� W Q � T � x o ; M, � �� 9 � W 35 7 � � �� ��+�OR�1� 0 � � . RA ED ALL __ � T r. , -- - - -- --�- _----= ..._.._. --- -:.-.— _:- --- --- —_ .._....--�- -- ...._ - 3 1/2�� ., 34' 9 1/2° � W .. .. ........... �: - '���a ����� M4 '� 2.375 �2 � �� GU TER UILT TO r o �g �„� � C�3 � > : � � TR SS � � W � W � M3 i `W"`" T O 1� � ��� '��i� � � � C� _! _ � �� �� C� LJ., a� ; � M3 � T 2.375� 2X�M1N. ��'�CI�l�1��t����� i��' � � Z � � �—� ,,,�.p �h,� cc�r����nr���wi�d�arir� � � �, Q � M3 f J----""�-�' - �5 �1��W "�.�`alnt� wrfaf'#tC�."� �f q Z � � � ; _ , GUTT R BUILT INTO TRUSS ,�9 T _---2 M1N. � �7" ���C@ 1�1�!3 t�lQkt�fri��Qf�18� �' � � and Sp�Qi�►tir�.�t��ptq'r+8a��i�Bt��ic�rr� ms � �� ; 22 4 sha�l t►t�t ltfClt��pp1'�1 t,�`����N� z �I � = r W �' - 2.375� iri � M3 _ i M r � �1����;������.��Q�� � � . � : `— W . M � �,,T�� , . . .. . . . � `� ' . . � �'�'S�I��: 1���i�'�'���� . .. W .. � 0 � W � tl) i' � 1 Z T o� 7 � �CCIRB�d�'s�' .�Ih��'1� Q Q ❑ � J �W �, g I � 7 � ; .25 �� Pef'#8It1880101y�� �1�fltt�T ai m m � � s.Q�o � 6 � r� : `' t!�me���.���'q�+�, ��+�c�es � o o a ° W o M3 •L�� 8n ,r i „ N � � �fld�f+0�` U�'1'�1�Ck319�f�1���1�E?E10f U � -� tn � J 4 i N N #!1@ Wotk t!f+�If!�!tl�:�tld�'�lc�rifr�'�It �- �q� M3 ' � YIhOflC1�l8S��@���i$#�C�l111�f1t1�91`+ M �' I T � 7 �� ��� '��� � � ~ z �. ; � 5�� � 23�2�, � g� g�� �o o O � M3 ( T � . QQ � � � LL � � O � � Q��U Z�W�� M3 � i TRUSS "M5" �za���zWw�- I � T �� W~��Du"a��O� M3 . � j � � 3/16"=1'-0 �oQ��av�o��m I i T gwaowq�raoz , , , , �,Z�o,� �a �- ; M3 �' i � T �w�W��F=-=fl�= 3 . . . .� . i . � . . . ._.' _.._.. ..- -_' _.. . .............. ........ ......_.. __ ._'_" � . : . � . . . . . . . . . J� . . � �rQw?��c.�oZm � M4 --- - -_. ...__......_... - -........... - p W cn O u�U a O o�, RA ED W L p� � T ��z�zm=wc�z E-IY�fnF-'F-'S �Jp_ ��� ������ ' - - -- �- -- --�-- - - � -- �SI-=-Q:SO M� - -- --- --- --._.... _.._...--�- ---- ---- AKE WAL - � , , � - ......- � - -- Ts _ 2x4 MIN. � cn w z 10' � �oW= zu��� o Z �� � � � ' � T9 � '�Q�Z ¢Q�� �Q Z � � r- 7 �- 2x4MIN. : �w�a �J�� �� W M1 a O 9 � CO I � O n Oa�Z ?I-W�W=�� � � � � Zr� I � Ts $ 1/ , �o���Zn�o=�dowz i � I v�Q��O .p�F-JOwa=, M1 I�- ! ��¢Fw��W�O�a�zZ io � ! T9 a Z��cn�awmwz�p�U= � .- _ ' p Z tn Z-u.0 ---- -- -- j; M� i; ; i: ' '' !! ', I J ; I I: ! -- ED LL--- - - -- - � ••¢¢���naZ�f-Qv�iw=z I RA T9 w� w o� ¢_ d' ', i ---..........-- = - — - .-.._.._. .__.... -- - _ - _��i-a Z�o°-�� Q�°cn¢ .._ _ _ :...._ - .._- _ ._.-__.._..._._... --. . . -. _..__-.'..._..._..... ... - - ......._ . -_ . � �; ...._..- _ :— . .. . ._ _ - � � - � zaaZu_vw v�c~n ...... � ; I p �� !-O -- --._......_. . :...-- ------ - .. _-..._. __ .-__ _ O , I ' r� I c Z� UJ Q 0 �-'J Q �� 3�� ; I RA_ EDW LL ;I I I I; co � 7s ¢Z��°- Wf-�?� _��� -_ �cri � ' ' '' `��'- � �1, ��„ p� 4� g�� opZ°o��zwW�?w�¢ ...... _ � �� � r' 15 0 ; , 7g , „ Q❑c4»aU�Z�Qa���UZ ,; -- �'v W1 x76 53 2 ���mwpcn��ao>-� � ---- - � . . . . . . . . . . � . . . . . . . . . . . . . .. . . . � � . . . . . . . . . .. . . - . . � ~��LL~��J Q�a J �� ,,': . .. . . . . .,, . . . . . .. . . . . � . � . � . . . � .. � . . . . �+ � � . � . . . � . . � � � . . . . . . . �OLL�Z� TR�5..7 ��-i-� n z��°o�¢��oO°m��� 4, 7„ 22�4,� 0 5� $�� 10, ��� 21'2° 15' 8° 3/16"=1'-0" � 52'6" , $�' 3„ , � . :,. , � i _ , r - -��,,�._.�M H,.�.,�,,�., �.. . � _ , ,,... ;- , „ � � ,,�: a � C/�i �, r, _.��._. � ����r� � - S CAL E = 3/16„ = 1 '-Q" �x._... .� .�� . �_�_,.��,,...�,.�.��� DIFFERENT TRUSS DESIGN ROOF AREA: 5669.86 SQ. 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