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RC-01-19-86 �^�'�� �i{ ���, r��1 a�;,z �,�'- a�:�,h � ;�' r -'��;c�a t�.l�Z: `�t �-.�p i � t�„�,� � ; \l1's _"�„ro `v `.,.;.1�� 'S� "'*� e�\ `�r; `� `�,.y� "�,f ;,� '�, � ���'a '�`�,�. . `�,,\,y. �` � � t,� � �3 vi � �, �e�� 1 i � �` ����ci����"�����ti��'�� �•����,�,�������� 1�����������' � �; R�$ �`��,°i ,��,,���'s�2,� ��p� �4ti,���"^i��,t'��������z�t 1i4a�'i��� \ . �o\ `, , '�' `,� *,1�: aG1�.. �;:. �'t���C�£x��"�,������.�4�� .���� �c�,�� c� �\s,�'�,\������%'�,f'"t,y�q ���i", l't'��;1 � N� �s�ti3\.i�1. ���������������`��,�,� �,����'��� ����� � �,� ��� _. � . � �" Niiami Shares V�IIa � ��� �� ����������`�������,�������t���s�,��� ���4�������� `_� `� ,��� ��s�}x }r, , ,, 4�� � t� �``,.i �, `�a � � \`c ��,�a�;�,� ��. � 3 � 1Q05Q NE 2 Ave ti���� t�` � �����`, ��� �u \ �� �� �����`�,`����, ., �tz �1 t�,� yz � �° \� ���� �� �e�a ��� �j `� 3� l� `3�, �i�� ��U t���� `,��S Y�b ',i,4s< °� '�, dY 3 4�� Miami Sho�es FL 33738 � i\�`y� i`���3� l�v� � 't� `��� ���`�,\ ', l �z �� � ti a � �� � e � r �� l3 l . .. �t'31��,.��,�'on�'�1�'ti.'54�����ic��c..;.?�t��'i'�4`�i�,�'c�.'\;.?:.�ti���i''`t������4�Sl���fi����?�{Lv.at Sti tfi���iE���E���,�;z��?���`�``a.�. 305-795-2204 ��t��"����� :lU�`��YA��1�t�,�����1��i��C�t��i����������c �'�� �..,.�. , � �3���,��'c �°�' ,i�� �, �' � ,����, ���������,��y � `�j��'x'��tN��p`�� ��`���1� ��,i�;ti �9`����������.,.��,�k,�9��\�1'�.,�����hi�i>�i��i,'C`a��k;'�?i'��ti�>,.?�i.:�� ,`�\a �'`�, �'�i',\`�,".�.�; `{ T'": ���S�it���:fiL3�l ����t�������� �Y���..,�1�§ 3,ir ..1� .`�,,° l C1�t1� ������',�1����`���" ��`�i,v?�;� ����� i��� ,��o, � � � E ,� � �x�airafior�; 11j�5j2Q�9 �`� ,����� fi��`�����a�1 ,��„��. ��„�� . Loeatign Address P�rce!Number ��..W.,a �,��. �� �e.��.,�.� �� .�� � � 431!�E 94TFi ST,li�iami Shor�s,FL 3313� 113z06�1405E�Q ��ntacts ��LlIIS ARIAS��.����m�..��m..���.���Qwner�� HQ�IE OWNER ��. .��.���^mm,m Contr�ct�e � 1496 NE 104 ST,MIA(l�ll SNpRES,Fl 3313& NQME OWNEft � 04her.3C�5799C�S29 � � ,�__�__...ww.....__..._..�......�..._��.�.a. .�_.,.��.��_ r_�___.,_�.�..�.. _�. � Deseripti�n:TWO STC}RY AE7[�ITICJN INTERIOR RENOV,4TIt�NS i Valuatian. $ 14fl Q00.04 � Ins �ction R� uests t � � �����,o.�`CY��`��°�.,���S i'h-.�{�\ �``�"3a1,>�1 � \��t��,,�i����.��"}�4'l�\����`������,������������ ; Tot�(Sq F��t: 750.00 �����,�������`���7�i����;����1e��'\��������������`���� Fe�s �mc�u�t Payments �a4e Paid AmC PaEd eCF 560.00 TatalFe�s $3,605.00 Certificte of Complefion foe Singla Fam $50.00 Check#121 01f 15/2019 �zpp,pp and Duplex Credit Card t?5/29J2019 DBPR Fee $45.00 $3,4QS.00 DCA Fee $34.Q0 Amount RtEe� �O.OU Edueation Surcharge $20.00 Notary Fee $S.Od Fermft Fee $2,8QOA0 Fiannin�and Zaning Revi�w Fee $35.00 Residentiai Application Fee $240.4Q Seanning Fee S1C}5.00 Structural Review($90) $90.00 Structural Review($9�} S4Q.00 Technology Fee $75.00 T4Caf e $3,605.04 E.11� 1�1 G �t1'� C} y In consideration of 4h� issu�nce to �� of this permit, f agree to p�rform th�w+ork eover�d here�and�r in camplianee wifh all �rdinances and regulaticsns perkaining ther�ta and in strict conformity with th� plans, drawrings, statements or specificaEions submitted 2o the prap�r authorities of 11�iami Shores Viliage. In acc�pting this permit I a�sum� eesponsibifity for aIl w+�rk done by�ither myself, my agent, seru�nts, ar employe�. 1 undersfi�t�d that�eparate permits�re required for�LECTRICAL, P€.UMBING, ME�HANIGA�„WINDQWS, D�ORS, RC?Q�It�G and SWIMMBNG�OOC work. CIWNERS AFFID,4VlT: I certify that al! the foregai�g information is accurate and that aIl work wifE be done in corrtpliance with aEl applicable Iaws r�gulating construct' ning Futl�ermore, i authori�e the abaue narered cantractor Yo da the work stated. �,„� � Autharized�5igr�� ture: wn�r �`�� f Applieant f Cantr�ct�r t Rgent D�te Ntay 29,2019 Page 2 af 2 ��i� ��E �-����� �� ��� �� i � r i I I � � �� � z � ���F,,v � ,� � % �� A,�M=���� ���' ' � � � ���e€� :� � ���� � 10050 N,E.2nd�ve��ue, Miami Shores, Florida 33I3� " �r�Q: (�as)��5-2aoa ��M:��o���s�-���z � �R45PEC�`I�N L�fVE P�ft}NE lVtJlV1�ER.�305�T62e�i4�t9 F�� ���� � � �Sf�C ��9'YT31� �E�. � � �� � �� �E���� ����.��/4��(�� S�ab Pe�rt�it ��, ❑�u���a�r�� � �����-Ric � ������� ❑ ����sEc�ry � �x-rE�s�c�� ❑��r�Ew�� ❑��ur����� � r��c����ca� �Pu���c�o��s ❑ ������ �� � c��c�cG�-r��� ❑ s�caP CO(�TRA�TQR �RAINI�IGS J(7�A�[3�ESS: .r .� � � Cit : R�liami Sho�es Count : Miami Dade Zi : F�licaf Parc�i#e Es the�ualdin�Flist�ricaE�y E��s6�r��ted;Yes N� Qeeupancy Type: `� Lcaad: Canstruetion Type: Flood Zone: BFE: FFE: �VItI�ER: �4ame{�ee Sir��'e Ti�leh�lder): �� Phone#: Address: City: � � 5tate: � _�._�� �.��i��. __�_ Tenant/L�ssee Na��e; Fl�c�ne#; ��� �,� �Ct`i�il. ;�_� W.�_ l�a � � �.��,�/4 Cd3N"f�tA�T�R:Company Name: _ Phc���e#: � Address: City: State: Zip: Qualifier�Nam�: Phone#: State Certifie�tic�n ar Re�istratian#: CerCiFicate c�f Con�p�teney#: C?�Sf��9ER;f�rehiteet/En�ineer: �� P(�one#: ��� �ddress: � � ��� � �� �ity: � St� [�: � Zip:� � i�alue c�f Vdork f�r this Permit:� _��_. Squar�jLi�e�r F��t�����tf�e�rk: �'" �° � T�pe�f iAtork: ,4dditior� ,�Mfieration ❑ IVew ❑ Repair/RepMace ❑ Demolitian E?�scripti�r�c�f tlU�rk: � ,S �ci e���r��f��l�r thru til�: s�,�r�R���F��S � ��, .� � ����,��F�e� � � � , �_ ee�S ��� , ���cc S ���4 � ___� S��nnin�Fe�$ �___� Radtrn Fe�����` �� � D�P�� �Icrta►�$�-a° {�� �`��hneal��y Fee$ ��� ��'l Tra�nin�f Edue�ti�n F�e$ �`���� [3�s�bl�F��$ � Stra����rad�iev�esnrs$� �- � �����. B�nd$_���"_.~� __. �, � �; �� ���€�al�EE�€��nr t���S � �t��o (Revised(�21za/2G>a� � ��� a �onding Cor�tpany's Narne(if applicable} ` , � �ondin�Company's�ddress _ �ity State Zip +► E�ortg�ge Eender's R�ame{if a�plicable) Mc��-tga�e Lender`s Address City State Zip �ppEicafian is her�by r�ade to c�btain a permit ta dc��he work and instalfations as indieated. I certify that no work�r instaElation has comme��ced prior eo the iss�aance of a p�rmi� and that all work will be p�rformed to meet the standards of all laws regulating construefiion i�� this jurisdiction. I undersTand that � separate perrnit must be sec�ared far ELECiftIC, PGUMBIIV�, SiGNS, POf�IS, FUR�lACE�, BOIIERS, HEATEftS,TAh1KS,,41R CC}NDiT!{7NERS, ETC..... �l�6RER'S �4FF6�R1tdlT: I eertify that all the Earegoing information is aecurate anc� that alE �ark will be done in compliance with all applieable laws rEgulat€ng eor�struction and zQnin�. ti � � � � "�CA�V�NG TC3 C}V1/RIE�: l�Qt�R ��A�k,E1�tE TfJ RECC�R� � ftiQTi�E �F CC�►16�1\/IElV�E�/1EN�' �VI�tY i�ESIJL �.��IN Y`fJ � �� PAYI@IG 1'1�1{�CE FC}R IMPf2(�VEIt/iE�ITS �`C} Yt3U� PRt�PEFtTY. �F �t?U 1�T�N� T(� �1►��'Alt� F��Ia�E�C�NG, �+C?�11.5�,1�1`ilVll'M Yt3l1R LEl11[�ER t}R A�I �1TT'QRltilElr E���`l�?�E RECCDRC}IIVCa � 1'fCE � C E CE E T'.°' , Notiee to Appliean£: As a condrtion to the issuance af a build}`ng permft wicf�`cr�e�timated��lue�x��edtn�.���0t1,.the��a{�pliccrnt must prc�mise in goac��aith Ei�c�t a cQpy Q��f�e natfee t�f ee�mmencemeat n�rci eans�r�fciictrr h�en lav�brc�ckt�rr� �ilf b��defiv�r'�d �o>th�person whase propert�i���u6j�ect�to attachrnerrt. AIsQ, a eerti�z`ed ec�py c�f the��recorded noCice Qf eammer�eerr�ent rnust 6e perstedci�r��Se job site far���e first ir�speitia��v��Yieia�oceurs sev�n (�� days after �he buflding perrs�rt Es r`ssued. In the absenee p�suef� pasf�e� notl`ce, the inspectior�wilf r�ot be a�apre�ved and a rernspect(on fee�.�ilt be eharge�,� , a � � �,� � a ' a � � , � � � � � , � , � a ;,� �. � �. Signature t� f� Signa�ure ���R c�r�GENT COt�TRACTOR The foregoing ir�strun�ent was acknawrled�ed be�or�me this The�oregoing instrur€�ent was acknowledged before F�e this day af � �� ��--;----f 20 by day of , Za , bY � �vv���i��aers�� known c��_� ,who is persona[ly known ta � ti . � . � � " ' �_ � �. me ar yyho�h�s praduc�. j e�� as me or�F�o�aS P�°�luced ,_�,_�� �� as t�� � � - � , ° �r ,,. : � . ide�tif�ication and y,�hg�l�d tafee an o�tti.� identifieation and,who dld tak�an o�th. � , �; , , � � � � a � � � � �' � � �rva����Y�F����c: �� _ �v�r�����a�ic: � � �� � , , � . . , . � , � � fim � � ,„ � r,� � , �,�. � . � , � � � � � _ , � M � � Si � � �5ign�: ° , ,, a. �:- ��,; F,�sv� �,R�§AF2�1#C.��P�:.s�E.EZ � Print: �` ��� '���;�� Print; � ` ` ;�� �� �{a�� ,,���,� �JCF�lF��S.��vemt�2,2�sG SeaE. Seai: �t ����i��� L��r?��u'�h,tPke#�=yr��t��w�n�tv�;:a� �..___..t..,.._.. .�.. �, �*���x�������:���m����m������ m���m����x�������*���m*�����**�***���*�**��*����*���**���m�*�z���ra���m���������:��� �PPRQVED BY � �� Pl�ns Examiner Zaning f _ ��.����� Structural Review Clerk (r�evisea�zlz4Jzo�'�} � � ��''����� iarr2i hcares ilfa�e i ��� � � ��� i r� ��rtfi -�„ ,� �.c�c����.�.z�,�����,�� ��",��� � �� �iar�i Shc�r�s� �[c�rida �313� °���.{3Q5}7�5.220� F��; (3t�5� 756.�972 ��i11�R �111�,��� �iSC�C}SE1�E S�°A�T°E Eh�"� Iv�l�l�: ��.�_._,__ �Al��: � � ,4C7�RE5S: t��i�eeeby petitit�n the G`illa�e�af E�faml Sl��res 2o aet�s my awn contractar pursu�n�to the Pa�as c�4 th�Statc caf Flc�rlda,F.S 4$9.103(7).A€�d 1 hav� r��d ane�understoc�d the follvwing discicasure st�te��ent,whieh entitE�s me to vaork as rriy e�wn cantr�ac€c�r;I#urth�r understand that{as thg okvner must appear ir�p�rse�n te�com�Zlete a11 applica�ic�ns. State E.aw r�quires ccanstruetior�to b�dc�ne by�Iieensed contrae�or.Yczu hav�applFed for�p�rmit under an excepLic�n tc�the law.The exem��ian allows ycau,as th�awner eaf your praperty,to act as yo�ar awn co�tractar even thou�h ye�u clea r�at have�Iic�r�se.Yr�u m�ast su�ervis�the ccanstrueti�an yo�rself,Yc�u may buiid Qr impre�ve a one-family c�r�wo-fart�ily ee�'rdene�.You may alsa buiid ar improve a cartnmerci�I building at a cc�st o�$25,C2Gp.003 ar less(Tt�e new fcarm staCes 75,C1QQ}.T'��baaa9di�€��eseast b��cs��crc�r��r�us����€����+g�����,Dt r�a��r�e��b��ui3t�€����(e car �����.Pf y�u�eli e�r Iease a building you haue buiit y�urself�vithin crne year aft�r the cans�ructio�is eomplete,eh�I�v�a wil!presum�2ha:yo��builC fc�r s�(e or I�ase,whieh Is�vic�latipn o�tt�is exemptican.`��aa rvt��e�eat�����rs�s�€ic����°d g��ra�s�r���ct�rs�r�cYe��.��i��ressae r��pc��ss�ili�y��a�a��� ��r���5�p�a�pE�� �Pcs�r��by�tau�s�v�@i���s��s r�qcsas���Sy st�t�€��s+�r�tf��r cc�a�e�ty car m�eai�ip�l E�s�r�s'ss��r��-c�'seo�v�c��.Any parsc�n wcarking�n yQur building v�ha is not Iieens�d r�ust wc�rk uncfer y€�ur$up�rvisic�n and musf b�empE�yed k�y yt�u,wh�ieh means�hat yt�ts musY deduct F.l.C.A and witt�P�caidirt�s tax and prsavic#e avork�rs`compensaYion fvr that emp6�y�e,aIl as prescrib�d by[aw,Your c�znst��,ctia�rn�ase cc�r��al}=wi�h alI applieable laws,Qrdin�neesF buildin�s codcs an�zanir�g r�gulatic�ns. F�I��s�r��d�rod"arsot��E���i�p�a���r�ph. l. E understand that sCate law requfres construction to Fze dane by�li��nsec!ee����ractor and h�ve appllet!fc�e an ouun�r-b�€Ider p�rm�t und�r��� �xemp�iort firc�m th�Iaw.1'he ex�rnpti€�n specifies thafi i,as the awner rr€th�pre�p�:rty tist�d,m�y�ct as my e�wn contract�r wrifih�er�ain R�estriet�ons even�hou�h i�o r�ot have��ie�nse. � Irti4ia#���� 2. I uFlders�and�h�t buiEdPn�p�rmtts ar�nQt required tc�be sE�ned t?y�prt��aerty awner�unl�ss he czr ss��is resp€�nsibie for the ceanstr�action�nd is n�t hirin$a(i�ensed contractar tcs assum€resp��sibility. lni�ial ��� 3. I und�rsCand thai,as an c�+n�ner b�ilder,!am ti�e res��ansi6le par`ty o�record on a p�rr�it.!understand that I may prc�tect m�selfi�rc�m potent?�I financial risk by hirir�g a licensed contraeEar�nd hav€ng itte perrnif filed in his car her name ins��ad of my own narne. 1 a3sa understa�d thaY 4f�e contr�ctpr is requlred b}E Ia�r tt�k�e Iicens�d irt Ftc�rida and to fist his c�r license nu�z�b�rs on permtts and contracts. fr�itial �r%'"� 4� I untf�€sCand Eh�t I may b�itd or irnprove a on��arnily t�r tu�+q-fan�ily residenc��r a faem outb�ild'+ng.i may also b�iild c�r im�rave a corv��n�reEal buiEd�n�€f Lh�cos�s dc�no4�xeced S75,O�C3.The t�uiiding or resieSer�ce mus2 t�e fear rr�y Gise or oceupancy. it m�y ne�t b€�buitt c�e substanei�lly imp�avect ftar sc�te i�r[ease.if a bui€d€n�c�r resictence that(have buitt t�r substa�rtially imprc��+ed mys��f is soEd or te�sed usrithin 2 ye�r a�ter th� earsstructlon fs co€npl�t�,fihe!aw wiI!presurne that i built car sub�e�rrtially imprc�v�d it fc�r sale ar Ie�se,�rhieh viotates the exempti�r�. Initiaf �� 5. I ur�derstand th�t,as th�owner-builder,!must pr�vide dir�ct,onsite super�visi�r�e��the eQns�rucfiiean. lniti�P `'� � 6. !unclerstand L(tat t rnay nc�t hire an unlicensed pers€�n t�ac�as my eae�tractc�r�r ta s�rpervise p�r�crrs working on rny iauildin��r resid�n��_It is my respos�sdtaility eQ ensur�Lt�at�h�persgns whom I employ have th�(ie�nse r�qaEred by!aw and k�y eounYy ar m��nici�ai ordinance. lniti�I �'`�� � 3 7, I�ar�d�rstant!Yh�t it is fr�qu�nt pr�ctEc�s of u�(icens�d��rsons C�have the prop�rty�kuurter�k��ain ar�owner-k��ailder p�rmit th�t errc�neausly im�ii�s th�t th�prcap��€y��wrn€*r Cs pec�vidin�hi�ar her�wn Iabc�r ar�d mat�ria(s. I�as an e*v�ner-bui(der� may k�e held El�l�t�and sub���ted to ser°ious frrtanciai risk f�zr ae�y ir��uri�s sust�€n�d Gy an unli��nsed persc�n pe his c�r�mplay�ees witii�wc�ruin�on rr��prc�perYy. R�y€�ortie�wner`s insur�ne�m�V n�t pr�r�vide cauerag�fc�r those injuri�s. f am willfully actin�as an�w+ner-buiEd�r and�en aware af Ch�Ilmiis of my insurance eover���for i�juri�s to work�rs c�n my pra��rty. Ir�iRia! �•"�;� �. I understand that I may ncaC d�Ee��te the resp�ansibiliCp fc�r superuisin�wc�rk tc�6e a licensed eontract�ar whc�is not Eieenses t�perforrn the w�r4e k€�in�da��.4r�}�{a�esr�n u�c�rkir��an rny t�uildin�who is raat Ii��nsed must wcark u��d�r rny direct supervisz�n anc�muse be employed by rr��,which m�ar�s�h�t I m�si correply 4nrfih Iaws rec�uirEn��he withht�ld}ng at 4ed�*��I,in�a���tax�r�t�s€�ciaC se�ursty ct�r�tributions under th� Fecl�ral€ns�r�nee�ca���t k�uti�,zs Aet�P�CAj�nd ms�st provide wt�rk�rs eomp�r�sa�le�h for fitt°��rn�k��e�i�i�nder5tand that eny f�ilure tQ follawr tk�ese r��ay�ubj�et 2c�ser�tau>fin�nc�at rRsk. � , . �� t;�itiaf`�� �.,`?��". 9. t agree chat,�s the part�Ie�allv��d finaneia�Iy respansibie fc�r thEs pro�rosed Canstruetic���cGiuity,!wi6i abide by ail ap�t�eable la�s and requiremer�t that �c�v�rn c�wner-buliders as weli as empie�yers.E afso uncSerstand 4t��t�he Gc�nstructic�n rr�ust e�rra�ly wi:h a�f appl€cak�le taws,e�rdir�ances,bu[fdir�g cat�es, �rrd zoning re�ul�ti�ns, lnttial ,���� 3Q. i underst�nd Fhat I rnay abtain mare inforrnatian regardirrg my obif�afipns as an er�rpl�aye�trQm the interna�Rever�ue Service,the uniced S�ates S�t2�II �usin�ss 4dmirsistra��an,�nd�h��Iorida E?�paremen�of Revenues.I also unders��nd that€rn�y contact t�e Flt�rie3a Construct�on I��dustry E�censi€��Bo�rd at�5�.487.13�5�r�hte�; wwrw.m f(Qrit#aficens�.cam db r r cilb }nd�x.hir�! 1tlitidl a`___`�'�`—_`-_ 11_ I aE�n�wae�af,a€�d col�s�s�f tQ,�n c�w�er-bui#�er bu�lding permit applied far in my r�arrte and understae�ds Ehat f am the party �e�ally�nd t€r�anciaEly r�s�cznsible for th�pru�scss�d cansEructior aetiuiCy at th�faElc��in��ddress; ��� ����:::_ �� ��- .' 1'f i�l Ja,r 9� C��/�;��.-�' ��_ ,�1 S �` �'°" r � . .� `..:� ,., �,.,_..�._,.�.... .�._..._.�.. . . ( InE[ial �-,� 12. I a�r�e tc�no#ify IYiia�i�hc�r��1lill��e irnrnediat2ly of ar�y ac4d�tiar�s,deletions,or cha€��,es to�ny�f the informatian th��I have provided ar� this diselosure. Initial��m� [Ic�nsed contra�fors�re r��ulafe�€k�y i�ws d�sl��ed tc�pr�tect th�pc�k�IEc.If yc�u ct�ntr�et wo�h a perse�n w�r�daes r�at h�ve a ifcense,th� Constr4uctioe�Ertdust�y licensing P�oard and C�epartment e�f Busin�ss and Prpfession�I R�gulation rnay b�un�bi�La assist yc�u with�ny fin�n���( Ie�ss that yc�u s�astairr as a result t�f cc�r�tra�te�r Fn�y be En ekvEl eo�ar�.It ds als�lmportan�f�r�c�u�o understar�d t4�at,if an unMicense�cor�tr�c[�r or �r�ploye�e�f ai�individua(c�e firm is injur�d while workEng an yctur propertyr Yau may be ha�ld IiabEe�or darrza��s.if you c�b2ain ar�c�wner-buiider p�ern�t�r�d wl�h te�P�i€e a f[eens�d ee?rzte�eter,you wil!b�responsible fc�r verlfyin�whe�her the ct�ntractor is prc�perly Ilcensed and the staEi�s�f th�ec�r�Yractcsr°s aaorkecs cetrr�per�sati��e�uer��e. 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A����� ���a�a�������c��a ���tl� ����a�.�it�€:���� ���;� ����:�;��c� <���.� ��c�����c:c� ��Zi� ���r� ��b�� c��'����€����� ��1� �� ���� �������r�is�� ��z�� �"c�ra�z��� �3��<�r�i ��� t���1����°�: ��c��ic��� t�� a�����°�a�c� ��� ��ar��.�;����c�s ��it�a `�t��t�* �-�;�c�a�€�t���tt����t���t�� �t��:�c�c��c� �:�t�� t���� t�� ������;�� c�t� t��� ������c�r� �� i���������� €�� ���� ,����tiz�� �a��i������ ��t���c3� ��� �•1z�. I�<�zair� ������c��, ���t�����c� ��� �=`1�. �r����� ���.����.��; ��r�� t�a� ����� ����; ������r�i��a���;; i�� �G��c�r� c�� ���� ����>ti����. �t��•. �;r�c��� �'�a ����. ������a����� ��� '���� �-�c.��'��:���w 1'�� `��tr. �3r��c�� �`�� �`��<�ir������ ������<� �'�� �_ , � � �� �� ���'� � � F`��� �� ��, �' ��' � �_� a ..�.:._ m _: . �. � �.�'� �'m ���?a�.�_.���� �___ ,......_��_, 3�t� �t��t�� �3���t�� _ .� �'����ir•e �'�������i��� ����.��-� �'€�;��:� ��t`-� � �r ,� _ "+��.�9'� .�-w � � f ��r�`�.��,�������� ��� �'�t1i;P�4��1�$�►�l�� a � , . , �, �. � �, �� .r� �. �� �� �.�. �-� ,: , , � � � �, � . � �� ������ c�f �'I�n�� �rc��e�s. 2�19�4�11 � li� �� a��, ��11 �12�19 St+�r� � L ��t���: y; t i� � : ��v���v ���i��r�� y �t �e� � ;�� C�i� ��� i������i�r� [��F�� �����i�, �€��,�EL1°� �111 �12(�19 ��/24/2C�19 A �� P 1F 1�1E� APPLIC�TIQ I� �F�' �111 �/2C�19 �1I2�/2t�19 �: _.._. I�A�A� �C�B�, �l��J�`� Q11��a/2�1 � �l1 I25/2�1 g ��_���� PAYU FEE Ct�� �J1 11 f��2t�19 (��/1 �i12�`�9 � NRS �C��]Z,��E�, �.C�A��� �11124124"I � Cl1/�1/��f19 A [�i�p�a��tic�n L���nd: A=�►p►pra���d, C�-[�i��pprc��r�d, �1=�V1�, P'=�ppro�r+�d �� P�ca�+�d �I�rt�� �,� r�l�t+�s �t� p�y � f � �fr t �� anly� � � 1 � ��� ������ ������� � ��� �� �. � �� �� � ��D� i'���r� �Jl�r�aa � ��.[�� 6��rrr�i� ��r�� � ��I�� �I��� F�r������r� ��r�� � �r�� ��ti+�r� `� �� � �ddr��� �c�rrr��� F��r�a� � �b��t � ��c��� [�ir����r� � Priv�� � D���I�ir��r �� ����� ��� �,,,, � �� �^���. �p� I i �1 � S 1��� R������� "�� LI1� In ���rt �I"1t .I�N I5 2�19 1Q05Q N.E.2nd Avenu€, Miami Shores, Ffarida 33138 Tel:(3Q5}7gS-2204 Fax;{3Q5}756-�972 � 4�s��cr�o�v LE�v���at��v��u�nsE�.(�o�}���-���s� ��� ���� � [t� f �,r������ ��r��� ��. �. 1 � � PERMIT APPI�I�AI'I�N su�R���,�� �v�. ��uE���N� � ���c-r�Ec Q �a��i►�� � R�v�sio� � �x�r�rvsio�v D���vEw�� [�PLUMBlNG � MECHANICAk �PUBI�IC WQRKS �] CNANGE QF (� CAfVCE�LATEQN � SHQP G�NTRA�TOft DR�eWINGS JO�AD�RESS: Cit . �tli�mN Sh r�s G ur�� : Miami Dad� 3 ; Folwo/Parcel#: Rs the Buildin�H�stor�cally�esi�nated:Yes N��, . f�ccupancy Type; '�� �oad: Construction Type; Flood Zane: BFE; ..��FFE: OWNER: Nam�{F��Simple Titleholder); ��a � Phc�ne#: Ad d ress, City: � �� StaEe: �4� � Zip:'�'�,,�,.�����.,�_._� TenantJi.essee Name, Pt�cane�. a Email; � � � � Ct}NTRAC�'OR:Company Name. Ph�n�#: Address: City: State: Zip: 4ualifi�r Name: l��c�ne#. State Certification or Registration#: �ertificat�of Competency#: E�EStf�NER:f4rchit�ctf Engineert Phqne#; «�,� , Address: �iCy:,�; � � St t�t � Zip:m�'� Value af Wark far th}°s Permit.$ Square/Cine�r Faat��e af W�rk: � , Type of W�rk: !.� fiddition Alterativn ❑ New ❑ Repairf Replace ❑ D�molition �escription of lNork: � � tJ �t � ,. Speeify�olor af cc�lcar�hr�u tile: Submittal Fee$ P�rmit Fee$ CCF� CO/CC$ Scanning Fee$ Radon Fee$ t36PR$ M1lotarY$ Technolo�y Fee$ Trainir�gjEducation Fee$ Doubl�Fee$ Structura!Revlews$ B�nd$ TOTRL FEE N94�1 QUE$ �Revised02j24/201A} 4 � � ' � � � Bondin�Cc�mpany's Name(if applicablej Bonding Company's Address Crty State Zip Martgage L�nder's Name{if applicable} Mortgage L�nder's Addr�ss CiCy State Z�p Applfcation is hereby made to obtain a permit to da the w�rk and instaliatians as indicated. I certify that no work or install�tion has eommenced priar tQ the issuance �f a permit and that all work wi(1 be perforrrted tc� meet the standards t�f all laws re�ulatin� canstruction in this jurisdicticrn. I understand tha[ a separate permit must be secured f�r ELECTRIC, PLUtV�E�(NG, SIGNS, POaLS, FUftNA,CES, EiC71EERS, HE.ATERS,TANKS,A!R GC}NDITI�NERS, �TC..... OWIVER'S AFFIGtAVlT: E certify that all the foregaing informafiion is accurate and that all wark will be done in compliance with all applicable laws regulatin�construction and zonin�. � �� • � - • °`fi�lA�,N�N� TQ �VUNER@ YQUR FAILURE TQ �EC�RG A NQTlCE OF C�NIM�NCEMENT 1�1�4Y F���t�E; �� �IN �{) �� , PRYIN� TWi�E Ft?R IMPRt�VEMENTS TE� Yt�UR PRQP�RTY. IF YAU ItV�'ENQ TC? �`BT�IN FIN�►N�INt�, �+�3NSU�.T WlTH YQUR �ENQEFt C?R AN AT['QRNEY BEF'E?RE RE�QR[?1�1C YQl1R N�1'!CE QF CQMMENCE ENT." ., , . ; t Ncatice tc�A��atiecrnc: �s cr e�ndr'Ci�r�t�th�i�suvn��taf tz tauifding��rmr�wich��r�•�stirr'raf�°d verl���x�`��din�.�2.�t�Q,k.�h�fra�ptic�rrt rr2�rst prc�rrrise sr�gc�a�d�/,�ictz,that.�cc� c�f tt�e rr�Gtce�,�`e�amr��ne�rz��rat�rr���ar�sir��rfc�ra lten l�w bre���a�r��i11 t��•t��iiu�r�t�}th���rscan wF�cast��Srta��rt�fs sula,�*ct tc�cz�Cerehrr��rrC. ,qJs�:�r�rtffreei capy�f th�rect�rd�d nc�tice of evmm�nc�ment m�ist b�p�ast�d c��ch��ob site f�rr''�7��flrsf i€rs��rtiia�;;a�rtrr'ch�e�cct�rs s�v�n (TJ dcr�s �a�t�r t�re� �uile�ing �er�rnat is fssue�. tn the �bs�nce caf sueh pe�sre�e� notice: thc� �ns�ctr'c�ri�i!!nt��b�rr�pr�v�d urrd�r�lrrs�e�riarr f�e wrilf b�ch�rt���.� a •, ° . � � e mm.. • * .� ff , .. ,;,r t��� w� , .�.'t. , •� `e � � �v ...��a,.,•.. � Signattar� Signature , ER c�r AGENT CC3NTRACTtJR The fore�c�in�instrumer�t was acknowled��d before me this Th�f�regoin�instrument was acknowl�d�ed b�fare rne this day af �,2Ct by day af 20 , by 4 �i�� ers�i� r�c�ur �� wh�is persc�nally known fio . < ���,�y��� �s praduc���, � as me ar iuf�cr,�a��r�,ducec3 ' y ,:� . � ��� � �� � � , s � � . ��.. a,a� , _ , . ~.• » = �ide��i�t��c'�n ar�d yv��,°d�d t����r��c����. �� id�nti�ication and�rh�a dicl t,�ie�an aath. # - � . , . � . , . � . � , N�TARY P�€�LiG: • Nt}TARY PUBLEC. ' " °. ,�7 t � �. _� � .k� a � �., . -,�� ey1. "�� � �>xy, -� . , . .• ,. , � .. ,�- ; - , . x . � � Si , _ _ '� n '€ � r ,�-, x +., a, �� � � �. ,� � Si�nt �� . � "�'S NkH�IRA�!K.GON�ALEZ . Prin�:� :�, Print: • � � E}(PIRES:Atavemb�r2,2020 �2@�: ; a� � }.�+. 'v,� �,�� ��ndad'fhru Notary Pu61io Undanvriters ���I: rf .�.....�;.:.� . . .. . .. .. . �kik�#�ksR�k#aF'�haptl�K+��k�k��Rak#N��k#d�M��k�k*��I+�MF4�+k#�k#Y��k#t*�k3k�k+#ak��X�#�kX��k*1k#A���k##tlG�k�k���kdf�k�###�k�iela�k�k�k#�k�kok�Y�k�:#%«�##'d�k#$�k�k+k�k+k�k�kR�zkk#�k# APPR{�VED BY Plans Exar�iner Zaning �' � ��, f ���� Structural Reuiew Clsrk � (Re�is�aoz/za/zola> t l li Z � 1 ti� i� . V� �� { 1���,�1� ; � z al � �� 1 t , � � t �t�� ���, �: � ti :� � t� � � t��� t \ � \ t }1 �\l �l�1 \l 1 \ � 1\1 \\ \`: l\ �' > ;°,4..���. 1�.i.� . \.l.\ ..���: A�}PII 1�J� 2O 1�1 t�t�c�mi Shares Villag� ��aildGnc,�. [��par�m�r�t 1 Q050 �1E 2�d ���nu� t�iic�r�i She�res, Flcaridc� 3313� R����r�s�s#� �ui���r► ��rr►rr����s P�rmif Number: RC-01-19-€�6 Ac�c�ress: 43� NE 94�n�#re�t ����rai��l Grifii���e 1 o t�i�char�icc�f eq�ipm�nf daes r�e�� rra���s�f�c�ck r��uirerr��nfs� ?�����'£�il{ b; is i�' Ci�i`.'C� aC°�tii�.. � fi�t,#�t��lrlic;t�'� iti t,.,r..��A�:+'��'� .:f�.11�'� `����I�tF .�lti.�`I.t'i< �,,.'�,i'��1.�te° �,. ;���' ��.. ( -���-�� ��a� ... € ,� � . € ".� �, "� t ����oi.: '�. � ,h r _. �<,�,� , �€-pt�.t� ,t��s_,v: �.����s� �,�c��,���'`����"?1`S. ,�c.��"�'�t��.:��E �;,� ��?fas �;T�.. ��C�hr..a t:�C�;�� i t�f.,,`�:P��.,FtiC.��l �'�3`.tj: f'I�.t�� �,�:fv�'(,"7t�� Stra��f�r��l �r�fii ��; 1. Provic�� S��cia! Ins���tar fc�rrr�s fcar�ic�sor�ry � Scail �Qm�aac�ivr�, :����r �:�����h�:�:���.� If yau hav� e�ny c���sfic�r�s ar�c�fc�r ear�tr��nts, �lec�se dca nc�t hesifia�� tca conte�ct me vie� errrrcaiE �vk.���?=k?`?-c�i��c'r�;�} �ar pt��ne (3Q5-31Q-5Q3C}}. ir�e�r�;ly Vi�to�J. Bruc� ,�.E.l�., �EE � � �fiCe Presi(��P1P�ACehiPeCf .•�•�. • • •��• •��!f• A,R-f)C?17103 • • • e .. . ..«. . • e •.•... .... ...s.. . ....•. . . „ •e���• •s�• • e • ♦ • • •��a�• •��• • •,���• f ! •�E��s s• e •s•e• • • • • • •t •s • •• •s��e• • •��sss • • • • t � • • s e •oe•s• f����• • ! • 9 • • f • !i•6 P• •• • • s• • • • e s •sa• P.C�.�C�X�.3��3`? �Y'�iC+�i�i!�t`lt?P(�.'�;r ��i?fi:'�t'i�`..�I�i,'? ?'f'��C"'(`?�'if�tl'C,' �.3.�—,9iFi—'`J���.} ��3z�cail v�>��k�?ai.���r�; . ���gURE,g�E��, � I 1 i�� �� , �� u�l��r�g �ep�rt�n�nt «,.,� 1 Q050 N� 2"� �+v�. Fzo�iv�� iatvti �hore�, FL 3313� 305-7�5-2204/ F�x 305-756��972 �c�r�c� rt�?�tA��� s�t���� ����.r�i�;c t��:��xt�:���v�,or �.�PI.�a��tc���� S��c.�at� CNSP�C;TOR UND�R TF-11� FI.C�RII?A BUILDING �C}I�F. I (We}have b�en retained�y to p�r�orm special inspector services under the�I�rid� ��ildi�g��d�6th Ed�ti��(2017}and 4�i��ri�ade C�ur��y�drr�inisfira�iv�Gode at the project an the below listetl structure as of (da�e). I am a register�d arehitectlprofessiona!�ngineer licensed in�he State of Florida. �, � �. ��. Process Numb�r: � �� ��°`Speciai Insp�ctar for�einfarcetl Masonry,Sectian 2122,4 of the F�C 6tn Edition(201'�} �iami Dade Gounty Adminisfrative Cade,Arti�Ee 11 Se�tittn�•22 Special Inspeefor for _Trusses>35 ft. long or 6 ft. high =�Ste Framing and G�nn�ctions�u�ld�d or bolted Compacfion _Precast,4ttachcr�enfs _Roa�ng Applications, �f. VVeight. lnsu�,Gonc. �C}ther '�ote: €)nly ihe m�r6.ed baxes apply. The fc�11Q���i7�� individu�l(s}e�nployed by tl�is firr�� or me is ac�tl�c�rized x=epresentati�e tc���rfo�-r�� is�specti al7* 1. "� ----- _ __.—._ _—_ _ -- -----___-- ---- 3. 4. *4peci��l in:;�ectc>rs utilir.in�<�aathcarired re�r�sent�ti�es sh�ll insurG tt�e autl�or3d�c3 re��resentativ� is yuGslifiLd bti eclacatiorl or lieensur�to perfc�rt�1 the clutie�lssign Y�� Speci�} lnspectar. '1`he q��aliticatiorls shall ir�clude licensure as a prc�fLssion�l engineer or arctlitect:�rac���atian#irom�n engineeriz���c�ucatiar�pro���41s�1 it1 civ�ii or structural ezagirleeri��: �s�adu��tion fram ar�arct�itectur�l educatior��ro;rarx�;suec�:ssful carnpleTio��c�f thc\CI,I�;S Funcla�nentais I:xarn'tnGation, or re�istr�ation as builcliflg inspector ar gener•al contractor. 1 (we}��ill��otify�thc Mian�i Shc�res F3�ilc�in�D�p�z-trt�ent of�Y1y�clianges r�garding authori�ed persai�nel perfi��-rnir��Fns�eetic�n ser�°ices. I (w��), tiinderstand t��at a Specia] Inspectar in�p�ction ic��for�acl� buildin�r3�ust t�e display�d in � canvenient locatic�f� an the site fQr referenc�e E�y the Ivliami Shal•es Buildin�Depal�tme�le Ir�spectc�r, f�ll �nandatc�r4 inspeetior�s,as required b}�tl3e Flarida�uildina Cod�.t�lust b��erforl�7ed b�°the�vliazni Sh���es Buildin�De�art�nent.Ins�ectiQns�aerfc�t•�7�ed t�v the S��cial Inspecto��I�ired by th�;c�w=r�er az�e in additic�n tQ the mandatol-��inspectio��s perfarmed bv the de�artznent. Fu��her,upan cc�i�pletio� af worl:uz�der each Buildin�Permit, I ��i11 subrz�it to the Buitdin�Inspeetor�t€I�e tiz��e af the fittal inspectic�n the cc�rn�i�t�d inspeetian]a�forrn and a sealed statement indicating that,tc�tlie k�est of my kno��ledae,belief and professional judgl��erxt those partions c�f tlie p�•�ject c�ut]ine�abo��e meet the intent of the Florida I3uilding Code�ncl are i��substdntial aecordance wFitt�th�appr�val plans. Engi7aeerlArcl�iteet N��z�e Sz�necf anc���al�d --- - Frin� L>ate: 14dclress n�� � . a��'°R��� 1 1 1 1�� � � � � uildie�g ��p�rtr�n��t , �.�, �..a� 1005Q N 2"� Au�. ' ��,g�rva� °tanni Shor�s, FL� 3313� 305-795�2204 t Faac 305�756-�972 ?�OTICE TC}IYIIAMi SIIQ�ES BUILD�IvC3 I�EPART�IENT QF�'vIPI,C�Y�IF'VT�S SP�CIAL INSAEC'TC�R UNI�Ei�"d'1-iE FLt��Ii���3LtLDI1vG CaDE. � I(�e}hav�been ret�ined by fo perform special inspeetor servic�s under the Fl�rida �uifdi�g C�de 6�"�diti�n(2017)ar�d�Riami�ade C�ur��y Administrative Code aE the project an the b�low list��strucfiure as af (date). i am a r�gistered archifiect/prafessianai engineer licensed in the State�f F(orida. � � Pracess Number: �-G��-��� "�� � .�Special Inspe�tar for Reinforcetl�lasonry,Section 2122.4 ��the F�G 64M E�ition(2�17) �iar�i Dade Caunty�idministrative Cade,Article II Section 8-22 Special Inspectar far __Trus�es�35 fit. long�ar 6 ft. high _Steel Framing�nd Canneetions welded ar baEted � �oil Compaetian � Precast Atfiachrnents �Roa�ing Applications, �t, Weight. Ensul,Conc. _�ther Not�: C}nly the m�rk�d boxes apply. Ti�e fotlo��n�ix�di��ic�ual(s}empic�yed b}��his t���rn or m�is ac�t:h�ri�ed represe��tative to pe��form ins�aection* ]. 2. �---- ----- -------— —---------- 3. 4. *Sp�cial in>pecfar�utiliring authc>��izec�re�res�ntatities s}�ail ir�sure tl�e<�uthc��-ire<i re.�resc�ltc3tide is qi�E�lifie��bl edi�catic�zk or•liee�7sure ta pe��farm the dutie��ssign f�y SpeGial ITispectar. The qua(ific�tions shall incli�de licensure as a pr•ofes5ional er�gi�teer or architect:�racivakion frt�m�n engincc rir���c�ucatioit prc>ar<�n� in civii or stivctti�r�!en�ir�eeriri4; �radu�tion fsam az�architecturai education pro�a�am;successful completi�n t�f the?�CI�f:S Fundamentals E�xamination: c�r registratiun as�uildir��inspcctor or genera)eontractar. I (�_�)tivi11 I�c�tiiy th�M�ami �hc�res F3uilding Depa�-�ment�f any changes r�e�ardil���uthori�.ed persa�l��e1 perf�rz�ing inspection ser��ie�s. I (���e}, understand that� Special 1nsp�ct�r ins��e�iot�lc���crr�acl��uildin�il�ust�e dis}�la}��ci i� a cons�er�i�nt Ic�catio�� an t]�e site for referel�ee by�the I�1iaz�li St���res BzFildi��g Department tns�ectQr. Al1 marzda�or��inspections,as required bv�h� Florida�uildin�CQd�,must be perforn�ed by the Miarni Shores Buiic�iy��Departrn�nt.Inspections perforined b}�the Special Inspectc�r}�irec�by t}�e aw<ner ar�in additioz�tc� the mandatar}�znspectiQns perfo���ed by tl��departz�a�nt. Fltrther,upot�ecam�(�ti�n c�f��Tork��n�er eacli Buildi��g Permit, I w�ill submit tc�the E3uildir�� Ins�ector at t2�e tiTne af the final inspeetion tl�e cotn�leted �ns}�ection lo�fc�rm a11d a sealed staternent i�ldicatin�that,to the best of�xay kr�o���led�e,E�eiief and prc�fessional jczd�ment those portions of the�roject out�ined at�o�e z��eeE the iz�te2�t of tl�e Flc�rida Buildiz�� Cade a�td are in substantiai accordance wlth�he ap�roval plans. 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Span�1: araced�Mid Span ,� ` • ` � _. _ -- __ . . ___. _ .. _... . _...._ _....... ___.. _.�.s s_� _.._....._. � C�(0.0381 L(C.041 � v e v � e � ; � i � � � ����� �� _�_ �� �_ �� � ���r �� ���.�� � � � �� �������� �� __�_�,� `�-% 2x 1(} �� �`� ,__ Span = '11,420 fi �i A�[Jli�� LGBC�S � Serv(ca Ia�ds en[er��.Lcad r=act�rs ti;il!be ac�r�iied`or caicuia;ions� � � ��Gm s�i�weigh4�aicuiatPd anc ad��d?c l���is UniTorn�Loa�: u=G.�38t�, L=�.C�4t�; Trsbutar��`v��id!h=':.i f� DESIGNSUf��M,�RY = � ��=�-� _ �� � --- ---- - -- -_ ;f�aximum Bending Stress 6Zatio = Q,�37. 1 P�1axFr�u;rn Shear Str2ss Ratio - 0.250 : 1 ' �� Seciiar�us�:d fcr�his span 2x14 Se�tion�sau for this span �x10 fb :ncfual - r4�_57�s Sv�r�ctua[ _ �3.72 psi �� FB :�i(owable = 889.;s3psi Fv:�,Iiowable _ 175.00 pSi �cad�'a��inatiar +D+L��-i Lcad�;om�ina�ian "�+!+� j L-i?Ca!IC(1 Of I�aXI;i1Jt?l Oi`i S�r�'? - u,��v� i0C8il�(;�t CilaXlF?1Uf71 0�Sp�(1 - �J.�G�f� �, ; .�..�a�,�r iN('�t�-^(T1aXITIC}('1;CGU(S - uji�(?:�r 1 J�c�e�4VtiP(8 f^2XItT1U(Tl OCCUI`S - :pc3"t r�,-� �I ,. �....�...''.. N`}cxXE('lll7tTi �BiE�CiiQn F�ax C?ow€�w�eci i�+�r-�S De;lectian Q,1 y� t� r2atio= 123� Max Upkvard L+€�r+S�efiection 0.00� in Ratia= 0 �36C �� M�x�o�un��rar�Totai C�efl�c?i�n 0.227 in RaEio= 5u� � , Max Upward Ta!af Defleetion Q_OO�J�n Raiio= G<G tG _ _ � --- ---------- --_ -_�_....-------------------- iUlaximum Farces&Stresse�tor La�d Cambinatians ��ad Combinetion Ah�x SGess RatiUs � Summary af Moment Values Summary�?Shear Values Seament Leng�h S;�ar-�" Ni � V G� C F,.�� C� G m G� i�lacivai fb-design Fb-ailaw �Uactual �v-design Fv-aElow }� ___ ' T_ m_ �eng;h=u.?1Q ft 1 9.A26 C.127 ?.D�JO 1.6t�G' 1.;5Q 1_��G� 1.Q�0 0.68 378.75 884.33 Q.21 2224 175.QQ Le.ngtt;=5.7 i�ft 1 0.420 0.,27 1,�0� �.OQO 1.150 t.�J6Q 1_QOu Q.68 378.75 �$v.33 G.21 22,2� 17u.0u �'*!+H 1.QOG 1_150 1,OOQ 1.0�0 Lene�;n=:.7;�R i Q�37 J.250 1.Q�Q i.660 i.150 1.t�G�G 1.�J0� 1.33 744.57 8�9.33 �'.�'G 4v.72 175.J� ;�ung'F-5.7"0 ft 1 J.837 0.25a 1.00G t"vOG 1.�5G 1,OOQ ?.��G 1.3G 744.57 889.33 �.G� 43.72 �75.�i� +�+i,.75u�r+u.150�+N i.GGG i.?5G 1.QP0 1.dOQ �ergt�=5.?1'Jft i v.i34 t�.219 ",GG�G 1,u0� 1.15G i.�J00 1.�GQ 1.�6 b5s,1' &&9.33 0.35 3&.35 i7u.OQ Len�th=5.?";0 ft 1 0.734 Q_2^,9 1.��1� i.U+��l 1.15C� 1.OQ� i.00G 1.10 653.11 889.33 G_35 38.35 175.�'� �� � t(1-r�i.f5(?€.+v.7JJS=�i 1.UQU i.1�0 T-J�G' 1.�iU�J �ength=5.71�ft 1 �.734 Q.21� 1.O�s ?:�Q� 1.'Su i.t��t�J 1.�G0 ;_i6 �53.11 88�.33 0.35 3&.35 175.00 Ge��gth=5?"�Jtt ' 0.73A �i21� 2.c40 1_��t� 1.15Q LG�Jv i.OQ`� ".18 e53.1i $�,�a_33 E�.35 38.35 9?5.�0 Ti;(e�locx Line 1 Tii�e: Job�= You can�;,7ariae thi��rea �sgnr: �i `� GSi;I�i!1� ��`II�iC�S ^'8(lU IiP(,n, �fOfBC��✓'�SC.: and ihen«si��g iF�"P;in�ing& Pr�jec#No':.�s: •••• . I Ii�v�Y�JC�"S�'iBCt�G?, • • �s��e� e t s��• T;`I�BIoCk�ine o • • • Pn,�<«a:;a����a�r�.a:3s?>�s . _-_-.�_. _-��_� ; WC24C� ��c"�FTI �--�_ _ �ie_p:`kO��yICTGR6RUCt� r2i�S�c�EZ�Ck W.�;� s�perez.�cE �i �`�ERufiiLC Ih""t iO4"=,Buud:6t1.62�:v'er6.;1.623• •s• k.: � DeSCCiptio,n,, 2n10',�Y';?CO JO S'AT S`uGND 1 vRG�1hD��OC?R s a o• •s o•r• . • • s • • •••.•• •••• • ••oe. i��d C�mbination I�iax S��ss Ra6�s Surnmary af�tloment Valu�s Sum^�ary cf ShPar Values • « e�t.� _-r__�a�s_---����s Segm�nt Lergth S�an� �� _-�_�d_.._�V=f`J _ �r �m _%f� v=;ae�ua! _fb_�'es;�n_ Fw-aii�e�•o�'�Jac!,,al •�,,�t�sic+r._ rv-allcw -- -_____----._ __ ..s••e DmL.75;11.r+0.?u��xG 7�C�1V+N 1,�iGu 1.15G� 1.GuQ 1.�Civ •�s��• • � + 1 . -,u' • i.�ngth=5_7"Q`� � u�.7v�a v,219 �,_�iJ� 1�`J�i 1.1�� i.00r� ".GGO �_15 653.1'' 889"�3 � � �'.�5 � 3��35 s75i�i t��• LengJt=S.i`1Cft 1 v.i34. 4.219 1_GOC 1.G�C i.ivt7 1,t�0u 1.t�t�Q 1.16 653.11 889.�3 U�.35 •��..�°�°� 'i5.OQ s • e • ^.+�i.?5��*v.i 5�S�."t50U`;`+}� i.OQC i.15t i.OGQ i.UOG • • • •s���• �erothr-5.7?��? 1 �.'3� 0.219 1.6Q� ?.00G ".1�G 1.G!�C� 1.QU!� 1.16 653.1" 88�„�:�� ' �.3� ; �8�� 17��Q • Leneih=�.71G ft , ��.734 0.21y 1.J�� 1.60� ?.iSG ".�Gi� 1.G�G �.�6 653.11 &8y.33 G.35 •��'35 "i5.�G +D+�.77Cw;�t7.'5u!�;?.525C�E+h' ;�G 1.1�� 1.Q�0 '.�GQ �en�th=5.�1G ft ? �,'34 �?_2'� 1 G00 LQG�� 1.1�G �I.00�J L�JOu 11E 653.11 88�a_33 G.36 38,35 175_�Q �a�gth=5,i1�i� 1 G..•'34 �.�1g s �,7� � :u rp � , +v uv.i' Q.3� "s&.35 '7�.0> Q�0 ,.0 "v 1. 5 ".Q., vOC 5 8�9.33 +^�+^v.?50i+L'.750S»i;.u25u�+^ 1.GQt; " 1�ii 1.00Q ".OGO I��ngtii=5.71t�ft 1 O,i34 G2�19 1,��u tQGO 1,150 "�GG 1.00� 1_1� 653.1; 8�9.33 0.35 3&.35 1?�.0� l.e;g'h=�.'1G f� ? 0?3� Q 21G t OQ0 "Ou0 1 ':50 1.000 t CG� 9."6 653.11 gu9.�3 O.;S:� 38.�F ?5.G0 Over�fl�1;aximurn Dezl�ei�ons- Ur�f�ct�re� Lca�s Loatl�;�m�ina6�n �p�r; �.9ax."-"veP1 �c�ation in S�an� Loatl Combina6on h�ax."+"Gail �oc�tian in Spen - �_-. -�T___ __- ----- -....____ _-_ D+�. � 0.226? 5.76T u.00QQ 0.00� ��2ftlCc3l R28CtIQIIS a�C1fflC16�2C) S�=ppc�t natatian:Far iafi is#i `daiues in K,PS 4cad uombiratian SUaoof!1 Suoaor?2 -'_____.__._ ��.------ ------.- Cverail h�,�imum �- 0.4c5 �.4�5 � --- D'Jnly Q.23c 0.236 L G�iy u.22& G_228 Q+� O�f?5 G.4c5 ���������L ������ TC��(GfNEEftING,(NC. en uc.NQ��2�s c��su�ri���r���rt���s � � � x,r�TaMio eaN��as,�.�. �Ee,�o.7aoss .... ��� 7815 SVb'24 ST SUIT��1? ��1,�MI,FE.33155 • s ;����� •���f�, • • • PHQNE(3Q5j 281-0321 •• • • e •� icstrucfuralen5ineering�a gmaiL�m •R�f!• • •i M!i• • 4�f�!t • •i!O!• • ! p aQC?:i�u�: ��'�r �,�--`�.a i.. 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Tit��: Jo'a n You ean c�anqe th�s area t�s�rr: `; "�t using�i�e°Seifings"m�r,��ii�m Projec(�ese.: �' ° atlt7?�lGtl USlft���2P.��P(ift�l[1Q� !�fGi2Ci�16t�S: s��s � �!;i8 aI�iCK`�Sc�72Cti0�. • • �t s E�� •����e � ��t;e 6i�Ck!kn�6 • • • G€ins� te u��c a��a,;��uR�+ • �__ ______.___ � __ _ �il���i2C�i8 V��'��R 2RUf;c�AR;A�F�'E�EZtCkl�,�iS►arl�npere .ec& �• � �C}�C� ���C� c'v��CxLC I���!�'3 �'�,Bu€1�,:6�`1.F<3,1`e;:c 11 6.23�� ���• s E � •s�• D�S�i�=i�e: ?xi0,1`JuC�a�il�i�}24�AT SEi,C�V��=G�Oft;a s r s• • � • • • s ����ss e�s• s •���• �c��2CEr`�� �CQ�}�'i"�!�'S �����• • •�r •���s� fi�ralysis�1�thoG: A(I��vable S:ress Design �_� ��-'"er,-sior, 800.0�s: E.�r'�lcdetu�i�sticrty..` : ..�... �aad Comuin�ti�n Fb�Ga���r 8QQ��si E�aa�r�.�.. 1,4C�.�ksi ,• �c_�ril 1;30QOpsi Em�;�e�'�-�x . 51�Oksi ....�. •f���• 4No��S���i�s �ou:hern Pin� Fe�?e,a 565.0�si . . . . . l�'c��Grade No.2: 2"-�" i hick; 1�"'V'Vid� �v 17u,G�si �..• : . . *••••: F! �75.0 ps� DP,�sity +35.�at�;;c B�a:m�r�cir.e C�mpl�t�ly UnGraced R��etiti��e����.�ber S�re�s",icr�asU �� ____ __D;Q.0%�}'{0 OL)_ - _�------ r � r - r r ___�..�_---v_________��_�v-----_�_____�___�_��__�___�_, .. -_i . . . . ,...Y ' � j s` ., j t i i , ' ��� �---- --�-`i' `� -�..� � \�:' Zx1 d ��\`�, �-: l-, Sp�^�5.Q ft i��pll�d LO�C1S Serv�ice ioads enf�red. ���d�aciars wilt be�p�lied for caiculations. Baarr sel;wei�h'calcc;�tUa a�,c�aade�'to(oads ---_�____��_. _ _ Uni?orm woac: D=0�?o�', G-�.G�G, Tri�::tary i�ji�th= i v i; � �ESIGt�I SU1��It�i�R�, ���:�-� �_ � __ __ _ _. ___.. __ � , ���ximur� Be�ding S�r�ss Rat�� - - - -Q.3�� 1 f,ttax,mum Sha��S�r�s� Ratio = 0.`!72 : 1 ���, Seefion used for this span 2x't Q Section use�;or this span 2x'f Cl �� ' fb:Rctual = 279.47psi fv:fi�ctual - 30.16�si ' �=� A:Iowa�Ee - 894.87psi Fv:�Ilo�va�ie = "75_4Q�Si ��I �au�Cumbinatla� +�+�+H !Gad�:.om�in�;ion +G�-�+n , LOCa�1Q(1 0?R1�XIF7}UtT1 O�i S(��f; - ?.��JTI i.QG�tI�F?Gi t1i�Xlfi1(;,^?0(1 Se�" = r,Q�}�{� � �Gail m`Nftb'f8 f(Iu�Xlii'U�E�`JC�^�U�S - ��'r��Il r'k`� �l�8��VI�18(�f?1c.Xit71UT OGC`t!t'S = �p�t�t'��� f��aximum Deflec4ion ��iax Downward L+�r+S€�eflecti�� v.00& in Ratia= 7�28 Max Uptivard l.+Lr+S Geflecfiarr 0.40C} in Ratio= 0<300 ' ; F�?ax Dawnward Total DefleeEion �.Q�� �n Ratio= 3o7i �� (��ax Upwaed Totai D�tlzctior Q QGt7 ir Ratio= C ,2�0 '�� iW9aximum Forces�Stresses r`or�aad Combinatians Load Gombination ��x SGess RaSos � � Summary of M�m�nt Va(ues Summary of Sheas Values � Segr?ent Lene�� Scan# t�1 V C� C�� C r C� v t rvlaetual fb-desian rb-ailaw Vactua� fv-design Fv-ailow � �__ _ _ � �eng!h=5.Oft 1 G.156 G_�8o ?.G�G� 1.�J�J 1.950 ',vGO �1.QG�J C.25 f39.22 894.$? 0.�4 i5.C2 175.OG � +��t�-r� �oac �,��e �aoc �.u�� � iength=5.Q� 1 G.3i' Q1?2 1.00�J L000 1.15t� 1.OQ0 1,000 U_5� 279.G7 894.87 Q2& 3�J,1� 115.OG 7�+v.7SOLr+0.75��+� �."v��i 1,15G 1.QOC� 1.60u !e��t,r,=5.6 ft 1 u.2`3 u 151 1.�QQ teQQ ?."5� ?.0�;� 1.GOG G_4� ?4A.41 &�4.87 �.2� 26.38 �75.Jv +D+�TSQL+t�.?S�S+H LG�OQ 9,15G ',_Ofl� ?.04� �pnc�th=S.G�i �.273 G,15'( �.�J00 1,000 1.15'J 1,QQC� 1.000 �J_�� 2�4,41 &°4_&7 �.24 26,3$ 17�.QG +��-0_756Lr-�0.75���G.75CiJ�'k-{ 1.G,4G 1.15u i.J�JQ 9.�Ov �ength=5.Cft , G,2r3 G.�51 ',..G00 1.�OQ '.15� i.Q�?6 1.�iu� G.44 244.�,'i 8�G.87 G.24 26.38 1�5.�Q +��.150L+{}.75t�S�-0.756th�+N 4.ffC�C 1.15� i.QO� 1.00G` � �ength=5.G R 1 0.2'3 G.151 1.Q0� LO�� 1.15� 1.000 1.�0� �.4� 2�'�.41 8�4.E7 G.24 26.3� 1�5.�� � +D+Q.75{�Lr+u.iSGL�.5250E+N S.Gu"G� 1.i5v i.QfiQ 1.QOv l.ength=a.0 ft 1 C,273 �J.159 ?.QO� 1 OJ� ?t50 1,O�v i.0i�0 G.�;� 2��.41 &9�.&7 �.24 20.38 175.00 Tiile�;ock Line 1 i itl�: Jeb� ,�_; You ca,�ch�n,�e!his ar�� �sgnr: `,�' ���� Prv�Gct�'esc.. ��� ` using the"Settin�s"menu ife�� �' ard ihe��us�ng ihe"�rintir�g& Projecf Notes: ••a• � . 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Woad L�dger GROUNDtSECOND FE�OOR '� �«�, DaiO � i �F_,.., � � •aa• Uplifi t=�JtC2= Q LbS?f1 ��=`1 • • R����' e����• Grav�ty D+�- �7Q �l�stiE i%`� r-; �s«� i • � •� � BQ(tSpc�CittQ= 1� i('1 � `/ f!� /� •�.o�s •ssse• •sss�• . . �Oii��tTlaf@t- ��,�i���.II1 � / .'-"� - ♦����• a • • Ledgerth.ekness(b�= '� �.5�iei , -'.--i'� /� ..e•.• �Ed �f d@niil it � 9 25 !rl i r `%%� ' \ •��• • • • • 9 r ( }= � ;'r'' Y,(, • • •����• Nu?t:c��C 0�i�dgEtS{t]j= 2 �-''� . �i� •��• • s��e• [ � ��'-F' °�� • s •�s��• • s�• e���� L�dger.Area= 2i.75 in" F - � � • • • • e i � ��'� i •• •. e+a a •e•�•. L�dger fner�i� .x= 197.�� in � „� y' r-` s Leacer hlcdulus ef Secfion Sx= 42.7& in� �t�-�.`" •�•••• • . 1 • • • Fb',al(o�4�able bending stress= �c?0 psi '='-` ;; . � • • .•.s.s Fv':ailowa�l�st�ear siress= 175 p�i i • • �•s•.e • • � s . . •�e.•• Confroling farce(max ot Up(ift vs Gravity) 47� Lbsl�i A a : s s s•� e s i=oree= 47� Lbs='ft ! � �••• tvi�ment niax= H9_4a Lb-�i f �, ♦ ♦ x. � e V max= 38�.39 �b � �oli s�acin� Ghecking bending and shear of Wood Ledger i�� `�� fb<Fb` � f'a= Mmax = 25 10 psi ' S I �T ' ' fv=3,V = 41.12 �si aK � }m ' m� � ^ ��� 2.b. h ; — — _,k_.._.------- - --�. Gheking Dowsl Action. � E�ad Ner Bolt i:fc>r U�liff}= C_'JQ �b �-- � Loac�per 5olt{fQr Ge�vity}= 626.67 Lb �3�aring Rr�a=n x b x bclt d€a.= 1.88 in� Checking Dowel Type FasYener for Upiift Z= 74� �,"� �a= ".o Gv= 1 Z'= 1 1 fs�? �b Cnrt= 1 Ceo= 1 ��= 1 �a;= 1 G�= 1 G,,= i 1184 � fu.QG OK Cheeking Dawe(7ype Fasfet�er for Gravity 7_= i4� L'D Ga= 1.1 C = 1 Z'= z�14 L'.� ��n= 1 ���= 1 Ct= 1 G�,= 1 C�= 1 Gt,�= 1 814 > 626.6? �K Checking F�nehor�oif �--- -� I Shear=Laad�er bolf- "a26.67 t_b � �`i Tensian I C J�� � IV1=Laad per bait x n.b= 1880 C.b in � � � j t���� Tensicn=M,(213 x nl2}= 609.7297 Lb �� �� � � � ��'r � � j �/1�`adge Anch�r= Fiilii KB3 �__ r �� �--�_ �������\i� \-' fi,nchar 5a[t diameter= 0_625 in i i j � Em�;edment C�epth= 5.5 ir �� • ` i Concrete r=`c= 300Q psi _� � Ultimate shear in ConcrRte= 18315 Ibs A[Iowable Shear i�Gonerete= 23�Q.95 Ibs Aetu�l l�'ffimate Tarsian In eonceefe= 13850 �bs Edge u�isi- 4 in Rllovrable Tersian in Cancre;e= 2839.25 !.bs S�acinc= 16 ir R�duetion Factar edge spacirg Gombine Stresses Shear 0.52 1 Ter7sion Q.&2 1 `t� a�piie�teesian � � ap}�iiedshear �� �z11o���bletei�sioi� ; � �alx�waE�3eshear!—� � � 0.48 < 1 QK ������� L ������ TC ENGINE�RING,fNC. cA uc.No ac�ae ...s �� ,{, cor�sulr��c�ra��r���Rs . . `-� � s • •��• •��re�• Fv�TOMO�ANcLAS,P.E. 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CIG,Na.74Q99 7815 SW 24 ST SUITE 111 MIAh�tl,rL.33155 PHGNE.(305�261-032i tcstn;ctu raleng i neering@ a mail.com z.. PRG�ECi: �I �� #°,�Lm•�'� ��� � � � �1` '�-� PA�'E Nn �....t � �.. . . .... ...... 1 � DP.TE:.•` : � �� .` `U�SJ��'T: f`'€ ��� � � i`�.�� �-- �. ..•... . t D�S�CT, �v. • •.•... 8�f{if i f • • � . . . . . . . . . 40��• • • • � • � • � ! f O Y i i• F t c,�r,�.,,,, }„ (j � �j� p^�p���p( ,�'"� p„.� '/(/^� J{�/�p'� e � < � .. ��"''1 �k..c�w it�l B:�-� �»_„ ���. lR�°.P"'"� G.s'� �`a�.-�' l.! ° V�.' � �.a�6.�'�.P^^a. �. �... te.o ii Y i�o.• ... •i ••f� •Y Y• • � • • • • • .. .... .... . .... . ....... .. .. . . . . .. ... . . : � .. .. ..... . . .. 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' � � `�` � `- i �� �� ���-� �`=; �`� ,� � � : � , � i,�.,��� -,--,. �;; ;�' -� � � �� �� � �. �"� �E , �t�.�.-"�- � j � � � _ i � � �.��',�� �� �=`� ' �� �- C�..�. ��' f ��f� � �� ,�'� � �� ���`� � j � �� ���� � �����ffrf� � , ��„� � : ,�-� �. � �. � 'c.�..- �; `�� � �.� �;�`�` _ y j .�' � ,��} �� _ lm t.e__� � �e ��.��r� � I � c/ , � �� � � �.� � - �c� ; _ : _ _ _ � �° � _ � � � ,rw � � _� � ��� � �` ``��'�� `" � � �1 �. � _ �.._ `��? ' �:' l� �: ;.. �,�. �--�� €�. — _ .�" _ ._,, , � .s_�__ / � -- �� �� �.� � � � �` F . / � �..1 fk�`� � �. �� ^ F , , , , ���i�� ���T�� �c�� ���c���� �::�� ���Y_��s��R� � �. �,r;� � � T�ta Nationai Conceete f�Raso�ry�ssoGatia�� �nck Indusiry AssQc.aiicn � t�lasanry 5.0 I � Vvesta�n S?ates i,lay�rcd�ci fi,ssoeial�un Er;ternatior.-ai Co�e Ccuncil tR�;�asa 5 G 1)I -- -—- —-T—____.--- -------- -� _— � Prjct: ARIA�-PEREZ R��IDENC� I �Iame: � � Topie: NIASQNRY SECC�C�C} TQ RGC)F � Da�e: 12/14(2Q18 � j P�ge: ! �hka: A.0 ' , �m�---- ___ _.-----� _-� —�- _______ _��._..w,w—.�� s • 4 . • .•.. +�.se�: j Design af� Reinforced Masonry W�II with Qu�-of-Plane Laads '..' : . . � ,' ...... . ' Usinc�the 20�8 �SJC �trength C3esign Code •••••• • �•s••• _ _ . _ _. � __ _ _ _ _ ...e.. .' . �•.... i , •s�e • • r� • • e •aaes• i ' �c`2t�'CIc�1 �(lC� �0(1S�CltC�IQCI �c��c� •s r• • rt���s i � ICi: ���J, �'�I"�i�) �COU$; ('Ufll1lilC� bOC1C� _ : _ __ _ _ •'��•o! +• ��: _,i•ser� � Wct�� ��IC��1�= �d7.Q� '�SI` s• •• •a ' • �es�e• • Ty�e � Nias�nry cement t r�ir-entr�in�d F�CL f�lor�ar, Cours� Graut •••'•• ' i •� . . . ; _ . . . . _ ..... C�1U Density = 1�5 pcf * • �••••• * . . . . ...... � f'm = 1500 psi {Specified} ,• • . .. � . . . � i _ ��, = �or�e�, = ���oo�a ��� _ _ __ _ _ __ ...:. ; ; ' Wa11 Design [�et�ils ' � Thicieness= 7.625 in. _ _ ; F�eight= 1 Q3 in, (Sirnply Support�d W�II, �f¢�ciive height= �i) 1 I � x = 3,8�3 in. I ; ,, �5 B�rs, Fy= 600Q0.0 � � i R�inforcem�n�S�acing =�&�ir, t�n-C�nt�r ��� ' � I i �ifectiue Width = 48 in. ; � � Wall Design Secti�n Pr���rti�s �, � � ; ; R�= 162:6 in� ort�esign wi�Gn _ ; i �� = 3�8.G in� an design width � ; lo = 1328 ir`� on design vlic�6h � R� = 2.858 ir� on design widfl� i ; i j �`Vaif Av�rage Section Praper�ies __ _ _ _ _ _ ; i ,��,V� = 198.5 in� on d��ic�n �Aridth ', , I��� = 1407 in`� an design �fidth I i R�V� - 2.662 in an d�sign �vidth i i � Waf( Su�Pc�rt:�imply �u�por�ed Wall _ _ _ I ; I ; Specified I..aad Components � � i ���.c�ad P�(Ib} e (in} W 1(ps�} �W2�(Ps�} ���L�f lblft) h1�(in} f�2 (in) � i Dead 338 0 0 C} Q Q 103 I L.ive 225 0 0 0 0 0 �03 , Soii __ � _ _ 0 _ Q 0 _ 0 Q _ _��� _ _ _ _ _ I ' ����d o 0 o a a o �a� � � wc�� a_ o �� �� � o �os _ � s��s�,�� o 0 o a a o �a� j � �oot o a a o a a �os i ; ���r;_ o _ _ a _ � � _ o a __ 1 Q3 _ _ _ , ' s�,ow o o a o a � �a� i i . ' � � `�._ � _�E�iGi� �`(��'EM FQR C�NGRET� �t�� CLA�` [VI��C)6�I�Y � Tk�e National Cancrefe Mas�r�ry Ass�c atian �rick€ndustry Ass��iation� f��asonrr 5 0 Vr.lestern Statvs C(ay Pr„d.ac?A�souta�ian !r,erna;ier,al Cod.Caunc�l {Re(ease 5 0 1?: �___._�----- -- ----�_-_____ __.-- _____.______ _; � � 1 Prjct; RRI��-P�REZ RESIDENCE � Nar�e: � � Topie: �V1A�aNRY SECC7�lD TQ RQC�� ; Dat�: 1211412Q18 � Pag�: ; Chkd: �,,C � _____ ___� _._.._ 1_____�__�, _ — _+e�.� • • � s •�a• Mssee• j • • . � � � •• • • • ( • � •oaes• • �"� ' � •s���• • ���r*e s�s��• • al • �� = �},� ��a�Rt . .. •s�• • w �1 • i �. � •� • •eooe• ; �sss• s ��sa• � • ♦ , �Qfltt'O��IIIC� �:Oc'�C� �c`;S2S _ •es+e• _ • •a• aore s s s • • � Section F�arces with Cantrolling Flexure and Axial Lo�d--Q�9D -� 1,2F' �- �.6N + ��6V� "�• "• � •• • �••••• � � ...... . ' .� i X�� _' Q.�J1Q 1'!"Om �aitC�l1't atVV�f) i s i « . eis�R.e 1 �� = -�.�F�b ���� � •e���• • • e e • . . •� • e � �lmsa�• (VI�� _ �544.2� Ib-in./st •: • : ."'. i " � P� - 459.5 Ib/f�at e�-_Q in _ .... � ' Defta�, = 0.09915 in � ' MTu = �Lu � �'u�n � �'u{Delt��;} = 9589.8� Ib-in/ft � i I P= 306.3Iblftate� = Qin i ' V= -4.635 Ib�'fi = M� = 5965 ib-i;�1f� � � Ultim�te [�ament Capacity = 1��7� Ib-ini�� (14Q6.25 f`�-f�,�fij �t th�s axi�l foad � � Ultimate Stae�r C���cify = 2925.79 Ik�lfi � � � ' , _ 1 ; ThG wall is adee�u�te fc�r these cri�ical sEctior� forces. � i S�ctiari Forc�s wifh Can�r�l(ing Shearina Fcrce-=C:�C7 + 1.2�+ 1.uN + 1.6�( � x/N = O.p30 from b�ttom af wail i vu � -�18.9 Ibli`t _ i � P� = 326.� Ibt�i�te� = 0ir M�-� = 1��u + Pue� = 2493.51 Ib-inlfs ; P= 217.6lbf�tate� nC� in _ _ _ ; ; �J= �-199.3 Ib(ft � i � M� = 1554 Ib�ir�ffit � �� � i ; Ultim�fe Mc�rr�ent Capacifiy = i641�.5 Ib-i�„Jfi at fihis axial loa� U(�imate Shear Capacity= 28a9.�7 lblfif � � � i � � The�vall is adequate far tY��se critical sectior� farc�es. � ; � ; � These were found ia �e load c�ses that cantrofled th� design. '; � The flexural; shear and �xial fc�rces shawn are ihase oceurring � �t fihe cri6ical section for�he case cantra(led by fie�ure and � ; a�the critical sectican fcr ihe case c�nirolled by she�r. '� i j � The fal(o�ving de�ign c�lcufatians are for the s�ction with �ontraliing bending moment � i Sectia,� Design Forces Used I , ,_ Vu = _7.416 Iblft (G�mputed frotn l.oads)_ _ _ _ ' M� = 9544.28 Ib-in./ft (Carnpu�ed from Laads) ; i_—�— -_._____ ��--------- ----- -------� _------ ---------� f �" �a a} t� �{ �{. . .. . �e � , —�—_ _.�_�— _.�___ � �' ��S1�� �Y�1`�M ��E� �QC�t�R�T� ANC� C�.�of ��SQ�E��' ; The Naf��n�,�.�ncr�t�Pvlas�nry AssGc;af;�n 6eick(nd�s,ry^Rssaciatio� f.�tas�rry S.Ql � �1�es,ern S[r'es Glay Pr�:iuct nssuc:ation Interna?icnai Code Caunci! {R�fe�se 5.0.i�; m_——� �._______ ___.. ___.�__..._______�.��_—_...__, � � i Prjcf: �R(fiS-PEREZ RESlC�ENCE I Nam�: I � �opic: M�ISQ[�RY S�CaND �TO R(�QF ( D�te; 1211�I201� i � Page: ; Chkd: A.� ( �_.� _ __ _ ______--_ . : . . ...� ��..+. P,� = 4�9 � 1c�ift �t e = 0 in {�c�mp��ted fram �.oads} '..' : . . ; . ...... � . � ...... . .;..... ; • i � e��s�• : � •i • ' �lVall �i�l D�Sign Da�a s�:��. .».. . . ., . i Pu max = 3.2�4�+0�4 (bsl¢t (Code �qua�ian 3-17 ar 3-1�} • • •••••• � .e.� . .i.... i Maxim�r� Permi�ted Axial Load for Com�fnation D-�4:75L�-0:525Q� - 1:226e+f�04 (bsr"�vf,C�SJG 3.�3„�,1) .;.:..' i . • . • • � �� . •• •• . �11 �. • •1A��i f � �. � . . . �� � Y � WaEI Flexur�l C7esign C?at� �' � � �••�•: • i ". . . . . .,.�... i RS �equ€r�d - 0.1573 sq.in, �� e�ch gr�uia� ee11 . . ;••••• �� � ( . . . • t ! �. •Ili1R�• �r.J pfOVi{��f� ' {�.�� St�.l(l. •e f f !4 ai • • s e ' f��o�Er = � _ _ __ _ _ _ ...• ' i l�all �lexural Capacity�nrit� Specitie� �tUal � � � a = 0.35�� €n. i ' d = 3.813in. I i M� = 1�749.�5277 Ib-inlft � �� � � � I ; M� �v�,il�,bE� = 0.9(18750} = "6875 I�-ir�ftt (i40n.25 Ib-�G1Ft� ; f�= 79,6f psi � M�r= (f�+ P�;IA�,)S� = 7922.44 I�-int� � � I�� = 332,023 in�/ft � ' Ce�mm 17.038 in�lft in pas;tiue momenfi rcgioris , � �cr= �7.038 in`�,��k in nega�iv� i�narr7�nt regians � � � � i ' ; Sh��r [��sign Da�� i � �r� rr�ax = �2�J8 Ibs�`ft (Sec�icn 3.3.4.�.2) � � , Vnm � 3:t30 Ibs1� (Sec�ion 3 �:4.1:2 1} _ _ ' M�ximum �vai!able V�; is the I�sser af: � �tu m�x = Q �{�29�) = 5038 fbslf� I i �u m�x = 0.8(3730 + Oj = 29�4 Ibs/ft �QNTRQLS (Not�: V�� = 0 for�v�ils with oui-oi-�lane I���ing.} f , � � i � Service Lc�ad Deflection Limit�fi�ns (NiSJC 3.3.5.4} ' � M�xirr�um permifted service lo�d d�f(ection= 4.OQ��(,..�.�,� d (,� - �.���'�.�; ��(,���� �� � '��.�%� ��,� � � Maximurn seruiee load deflecfior� = Q,014�?3 in � � � i _ _ � ; Develc�prr�ent�nd SpEice Len�t�'�s far Longitudinai Reinf�rc�m�nt � � i K= 3.1250 in. ! � i Requir�d f�evelopment L�ngih 1� = 25.17 in. _ . i I Required �ap Splic���Lengti�: = 25.17 in. ; � Som� codes �r�ay require ep�xy-coated reinforcement io have longer d�velopment�nd splic� Iengths. ! ' ( � � _ _ _ _ _ _ _ _ __ ; ; � f i � � � � '� � � �� i I ' � � �, �__---- --��__ ___ � , , � T���E�� �Y�T�M F�R �G�SCR�T� �4N� C�.Alt �V#A�C}N�`� ; � The N2ticnal C.oncrete��lason,ry�Associati^vn Brick IndustyAsscciation � -_ �t?son�y 5.�` �VPstern State�Giay Prud�et Assoc�aiio;� Internctionai Code Cokmc'sl (Releas�5.0.1}� ? �I"�Gt; 1�����-����� ��������� �� ��(TlG: — — i ; �rQ���: M,�s��R� ��o��Q �ros�c;Q�Q � a�t�: ��1�4r�a�s ! ` P�ge: ; Ghkd: A.0 i ' -----»___ _— - ' -- •�� _ . , � . . .... ,�.... Design Qf� Reinf�rced M�sanry V�l�ll with OuG-e�r-Pf�ne L.o�ds �`..' s . . .` ...... . ; Usin� tt�e 2Q�8 N1SJ� Sirength Design Cc�de •••,•• • 4•••�• ..a... . 1 . � . ��. ��.l��# i 6 i�•!R: f ! . •�tYi• � � �c��E.'(Ir�) c'1C1C� �'C�(ISfCUC�IQ(1 Dc��a •e•s • fi o�o a` ! � II1: CM�J, P"'uI`�Ic1I C�('OU�, I"UC1Clf(1C� E70ilt� _ _ _ __ _ _ eeesro • +w�ti♦ _teaR• i �/c`3�� �E.'IC�h�= �1.�}�:�Sf � . . � .. � •s's�R ��s�� i �re��.• I •E���e R � a i TYpe S Masonry cernen�I Air-entrained PC� [Vfort�r, Ccurse Graut • + • 6 . . . a..«:. •te��s ��l1� Q8f1SIlY= `���J K}Cf e • • } e �'I'p = ��ad �C}S( �.�.l�E.'Ci�f@`�� �e•• i • •e ��•ae: • s e ; �� = ��}QI� = ���JQQ�� �SI . _ •sw• _ � I Wall Design Details ; ' Thickness = 7.625 in. _ ; Heigh�= 1�4 in. (Sir�ply Su��or�ed Wall, �f��ct�ve heigh�= N} � x = 3.�i13 in. ; ; �5 �ars. F}� - 6Q�QQQ _ _ _ R�infarcement Spacing =4��ir. �n-Cenier �� �� i �ifec�iv�Wi�th = 4$ in. ; 1Na11 C?�sig;i SectiQr� E roper�ies � � � � � I i A�, � 1a2.c� in� Gn design �ridth _ _ _ _ _ ' S�, = 348.4 in� on design widih i ! I� =,1328 in� on design widt�"� ' � _ _ _ ; , R� � 2.858 in an design wid+h i � � ; W�II Ave��age Section Pr��eriies _ _ , ' r��vg = i98.� in� on design widfh � � �avg = ��07 in`� oi� desic�n wid�h � � ; R�,,,,� = ? 6�? in c�n clesinn Gvic??h , �,�� u i V`�ta(I Suppork: �imply Suppart�d Wall _ _ _ i � j Spee�fie� Lcad Camponen�s � Lo�d P (Ib} e (in} W1(p��) 1�I2 (ps`) L (Ib1r't) h1 (in} h2 (in) , : � i De�d 930 0 0 Q Q 0 144 � Live 26� : 0 0 Q C� Q 144 ' j Soil Q __ 0 _ _ .0_ _ _ Q _ 0 _ 0 144 _ _ I I � Fluid Q . 0 0 0 0 Q 144 � Wind 0 0 _ 5Q 5Q_ (? 0 144 i ' � , s��s��� � a o a o o ��4 i �Qo� o '. o a o o a ��� i , __; i _ Rain Q _ Q _Q 0 0 _ 0 _ ��� i � Snc�w 0 Q 0 Q 0 0 144 i � ; � "�m.} ,1�j _ _— — —— ���P�t� �`r'�T�I�I FQF2 �C�t�����T� A�C� �L�4�( MA�C��F�1� � �` T�e Naticn f Goncret �lasorry Ass;;c+�fo� Bsick indu�atr�Assc �a[.o�— — � Masc��t'Y��i VVas�a n S��tes C�ay P-aduct Ass�eiaiicn ;n'er^at�en�i Cu�� C,2u.�cii ;� ieusa�� ;I —..--._m... — -------- ---- --�, � I PC�Ct; RFZIr��-PERE� R�S�D�NCE ; Natr�@: i ' Topic: MASONRY GRC�UND TQSECQND ; D�te: 12/1�12018 � � Page: ; Chkd: a.G i � � _ .. ;--- — , ,' � ; , • . e... r..... . � �� �. i i f � • -! � . �. . �. � i• • �. • ��• � p � fi1 " 1 ...... :..... �...�. — __ _ _ _ t _ ; f Q7 ...... ` . �. . 2 = ..�..� i .... . . s. . . . ...... . . . . �. !�!• i ,y iR�tf �QiltiQ��IC1C� LC"�c"3{� �'�u-S8S _ ♦roa•• _._. e_ers �neeof ! f • # � ' S�ctiic�n Forc�s with Carir�llir�g Flexur� and Axi�l Load--0.9D �- 1.2F -� 1.6N + 1.aW •• •• •• • �••••• ...... e ; . . xiN = C�.500 from botfam af wall . . . . ; _ . . . . �..... �t� � 1.Q73�-�05 Ib/ft . . �..... ; ,. . • • • �*�oMs � MLu = �728Q ib-in.Ift .. . . ,. �. . . . . ; P�, -_1�5� lblft�te,n= Oi� _ _ _ .... ; � Delta� = Q.8888 �n � ���i � �Lu �' �'u�n �` �u�B��ta�} � 182�a.8 �b-�nli� I � P = 705.7 Ib/ft at en - Q in __ _ ; � �I= 6.706e-Ot�6 IblfiE �� ' �� �� ' i M� = 1.Q8e+OG4 Ib-in/ft j Ultimat� Moment Gapaeity�= 189 s4.3 I�-inti� (157i.5 a Ib-��Jr"�) �t ii�;i� axiaE lo�� Ultima�� ����r Capaci�y = 3a�5,6 Ibl¢t � � � ; The�vuafl i� ad�qu�i�far�h�se �ri;ical sec�ion ��rc�s. ; Section F orces with"Gortrollirtg Sh���in� Fcrc�--Q:9D + 1:2F + �:6Ff + �.�W i � I x�`N = 0.�50 from bottam of w�if ; ' V� = -432 Iblfi � ; P� = �59.2fb/it �te� = 0in _ _ _ _ _ M�,� = (��G + P�e� = 340�.�4 Ib-inf't� �' =572.� Ib/ft at e� ; � �� _ _ __ _ ; i V= -27C7 Cb/�i � � 11�� �- 2052 Ib-inift ' �� 1 ; , Ultim��e �lc�r�en� Capacity= 18249.2 Eb-in/fi at��iis �xi�! Icad ; Ult�mate Shear C�pacify = 3Q05.72 Ib/ft i i I The wall is adequaie for these critical sectian forces. _ _ i I ; � ; These were found ta be laad c�ses that controlled the design. � The flexur�l, shear and axial icrces shown ar� those occurring � � ai ih� critical sectian for�the case cantro(led by r`fexure and � _ _ _ __ __ _ _ ; � at tF�� critical se�tiQn for the case controlled by shear, � � � j � The fo(,�owing design ealcula�io_ns_are �Qr th�section with controilin� be�°�dirg m�menfi � ; � � Section €�esign Fe�rGes Used � ' � VG - 1.Q73�-�}05 Ib/it(�omputed frarri Caads} _ __ _ _ __ _ � � �v1� - 172�Q Ib-in./ft {Computed fram La�ds} � � �---�—_----------- -- --. ------ �-- -� �� � � � -- _-- �- � ----- _—___--- — � �,�� _���IGN �YST�EVI FO� ���l�RE�"E AN�I_GLAY iV1A�t�NRY ; ?he tvai;ona!Goncreie�Sasonry Asscciaticn 8r;ek Indust.,�Association�� N1�,sonry 5�i i � � tNestern Sta.es Ci�y Pro�uctAssociation Internatianal Cocle G�uncil (Rel��se 5.G.1}�i � � ' �C�C�: I�f�E��-���i�� �����E1��� ( �calll@-- -� �_ � Topic: MASQNRY �RQUND TC}S�CQNf� 1 Da�e: 1 211 4120 1 8 i � Page:__ � Ghkd: A.� i � ___ _�_ � _ ____ — _._.,.. e • i + • •s�� ♦ss�►• F'� = 1059 Ib/ff at e = 0 in (Camputed fr�m LQ�ds) • • ' I • . .i• i • ���• i s � � � 64WlY1• ' � � •��o�s • �s�s�♦ ; W�II Axi�l C}�sign [�ata �t��!� � � . s�saa � Pu rr2ax=2.988e+004 fbslft (C�de �qua�ion 3-'f 7 ar 3418} �••"•• �...:. i ' � . .�4+1• a � llM�• j Maxirnarn P�r��itted Axiaf Lo�d `ar Gombinatic�n D-�0:75L+Q.525Q� = ':2�6�+OQ4 Ibs��(.�i1S.1C 3.3.3:�;�� }►.:..' ; � « . . . .. .. .. . :..�.. � a � W�ff Flexur�l Design Dat� '•"••• • ; • . . . � . i As Requir�d = �.29�� sq � � , . :.�.�. r�.... ;n. an each r�aut�d�cel . . . . p ; �� Provided = 0.31 sq.ir�. •,.• ; : e„�$ �;••••; i Rhomin =Q _ _ _ _ •••� _ I i � � �all fii�xur�l Capacity with Spe�i�ie� Steel ' ' i ' a = (�.�046 in_ _ _ _ _ i � d = 3 $13in. ; M� - 21 Q33.68717 Ih-inlft ; ; _ _ _ _ _ _ _ _ � M� available= 0.9(21Q33.7) - 1��3L��.3 Ib-inf�t (1577.53 Ib-fifl€i} � � f�- 7�.C7 psi � IVf�r� {f�-� P�/F�Q}Sp= 9205.82 ib-ittlffi � i f�� = 332.Q23 in`�lit ; �cr= �7.038 in�t'�� in positiu� mornent regiot°��s _ _ _ _ _ i I��= 17.038 in�lit in negative r��oment r�gians � � � ! ( Si�ear C}�sign D�ta _ _ ,_ Un max= 6298 Ibsl�t(Section 3.3.�.1.2) � � � � i � � _ Vnm = 3797 fbsl`�{Sec�ion 3:3.4.1.2.1} _ _ _ _ _ _ ; ; Maximur� availa�le V� is the lesser cr: � �u m�x= 0.8(6298} = 503� Ibs/ft� � � � vu max = �.8(3797 �- Q} - 3Q38 Ibsift CQl�TF�aLS (Note: V�,� - C for v�alls with c�u+-o�-plane loading,) j � ! I Service�.oad D��lection Lirt�ita�it�ns_(MSJC 3.3.5.�j _ I i �aximum permit�ed service load defiiectic�n = O.uO',2 �� ��.�� � G� �l;}2e�,% �6��� o � ��°?,� �,� � IVlaximum s�rvice laad d�fleciion = 0':2792 in � i � ; D�velapmen�and Splic� Lengths for Longitudinal R�i!�forcement � � � ; K= 3.�25C� in. � � R�quired Developmenfi Length: I� - 25.17 in. _ _ _ _ i � Raquired Lap Spliee�Length: = �5,17 in� , � � S�me c�des r�ay r�quir� ep�xy-c���e� reinfarcerrer�t t� h��re longer�evelapmenk a;�� splice (eng�hs. ; � I , ; , I __ _ _ _ __ _ � � , i i� I , i � � �.«. . . � . .... �.�... « . � . .e . . 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'�-.� � �.--�- 3 � i � +. �,.. .'I � :� .. ,. . � . . � � � � � � T...m ... ._.`� j: � � � � � � � '�-;...w��.�. __..+ �.�_�_ _ �_ ,_..� .. ._� . � i � � � � � �i�����,�.�?es�gn - Lay�r � - Top R�info�cem�nt (Env�laping �lexuralj -�ddition�l ia �4 � 8 �ti�T�?}F � F-2 RECT.�D� SA�� '12.3.2 �_� ���� Repc�rf 14 Qecerr�ber 2018 Tabl�: L.aad ��ses 4'E - �en�raE Load Cases Q1 -General •••• . . LaadCase Ty�ae Desie�nO�t DesianType 'a a•. •••• ••••:• D�AD GinS:a±ic Auto DEr�D .. , . e r LIVE GinStatic Aufo LIV� e•••«• « A..,�.• • •:•:.� �(�,STIC-N� NonStatic Auta DEAD « «.•as. • • . GQ(�/lE31-NL. NQnSi�tlC RUEQ D�1�C} •�e e�• •M�R i t i ♦ MB2-NL NonStatic �uta DEAD w . t r*�!f .... • o�..r � g ..•... . «.. •R••s . . . • s .. .s •. . Q..... Tabl�: Lc�ad ����s 02 �Static �•'�•* • �� . . . . w..... ...... . . . . . . . . ...... C.oad Cases U2-5tafiic .. • • e. , , LQadC�se InitialGond AType R�[FarceToi • • • AMY! DEAD Zero �.inear UVE Zera linear ��fiSTlC-NL Zera A!(ow Upii�? 6.00Q01C COMB?-NL ��ro ,�iiow Upli�; G�.�QOQ1� GQMB2-NI� Zero Ri(ouv Uplit"t Q.00fl010 T`abl�: Lra�d �a�es Q6 a Lc�ads Appl��cf Load Cases Q6-Loads Appl(�d LaadCase LoactPat SF t�ERD DEAG 1.Q40Q�i� ��v� �iv� ��.o��aaa ��sTic-�c ��R� �,00Qooa ��,s-r��-r�� �iv� � oo�oa� CC`�MB1-N� DEAD 1.2QOOQ0 COPvlB1-N� f�iVE 1.6000QJ Cfl�r1�2-NL [��A�7 L4�0�?00 �T�ble; Lc��d Corr�bin�tions Load Com�inatiQns, Part 1 of 2 Comba L�ad SF Type DSStrength DSServinit E�SServNorm DSServLong 2 2 1 2 2 2 2 2 E1�6T}C ELASTIC-�IL 1.QO�Q00 Lin�ar Add No No Yes Na � CONiB1 C4MB��-�1L 1.C�QOC�00 Cinear Rdd Yes N� Nc Na � GC�MB2 CQfv�B2-N� 1.OQOOQO Linear Add Yes No Na No �`ab(e� Le�ad �c�mb€nafit�r�� Load Combinations, Part 2 af 2 Comber AutoCtesign Notes 2 2 2 EI�STIG No Rd�ed 1112312011 3:18.OQ PMI GOMB1 No Added i2t12f201 i 4.07:2i PM GOMB2 No Added 2128I20i4 11:53:53 AM �'abfe: Lc��d Pa�terns Load Patterns �LoadPat T�e SeIfWtMult P��e 1 ����., r �-2 F���T.FDB S�,FE 12.3.2 ,� , � Repart �4 L�cember20`i& �Tab1�: �c�ad P�tt�rns Load Patterns •�•� LoadPat T � SeIfWtMult . s ���.�� •+�..e D�RD DEAC? 1.00OQ00 r • • • �. � « . s �i�r� �.i��� �.a�aceo .�.�.. . •:�ree• • •����• • lllifi�• i i • iENis• •i i R • • i • M i ♦Ywibw i Y i• f 4�b i i P � ���J��: ��c'?�? �t'Q�}@!'tI�S d'� m �a�Cl�t`c'�� sso�•e • ••. ses�e � s s� t • •+ •: ra . essoas s S(ab Pro ertie�01 -General •a�r.e s s • s e� • SI3b Type �olo�` � • s • •e�sse - ae:w•s� CaI Stiif Siao Red • • « s s � • s e.�eee S�A� 12 S(ab Cyar ss • s •s • • SLRB i6 Slab Gy�n `��•�• S1_A,B 18 Siab Gyar SLAB 2C Slab Cyan Sl.AB 22 Sla� Cyan SL�B 24 Sla� Cyar� S(�,48 30 Siab Cyar� STIFF S���f Re� �abfe. 51�`a Prop�rtie� 02 -�o1id Slabs S[ab Pra erties GZ-Salid Slat�s � Slab Type MatProp Thickness Cdr�ho in Col Stiff Slab MAT2 80.00Ot} Na S�.AB fi2 Slab 30GG psi 12.GQOQ No SLr;B 15 Slab 3dd0 psi 16.�000 No SLAEi t& S(ab 30QG�si 1�.e000 Na Sl�,B 2C� S;ab 30QQ psi 2Q.OG'00 Na SLAB 22 Slab 3Q00;�si 22.4C�00 Nc SLA�2�? Slab 4�QOPsi za.oaoo No S1..4�30 Slab 3000 psi ,s0.Q400 No S i(Fi= Stif� t�1nT2 80.J�Qv No Tabl�a �cai! Prap�rfii�� Sail Pra er�ies S�il �ubgrade Calar fi SOiL1 2.&&58E-�05 Red T�ble: Spring F�r�p�rties � Line 5prin Praperties�Cine Spring Vert�tifE RotStifE NonlinOpt Calar in in �SPR1 �.00aoo 1.G040 �tone(Linear} Gray8Dark Tab1e: Sprir�g Prtap�rties - Paint Sgring Propertles-Point, Part 1 af 2 �Spring Ux Uy U� Rx Ry Rz Non(inQpt � 2 1 1 1 1 1 �t 2�'���� F-2 REGT.FD� SfiFE �2.3.2 � ���� Report 1�i Dec�rr�ber 201� ` �"�ble: Spr�ng �rc�perfi�es � �'oint S rin Pro erfles-F�oint,ParE 1 oF 2 •••• Spring Ux Uy Uz Rx Ry �tz r Nan i�;r�,t .••••: 2 1 � 1 1 � �.." �2 �- •a PSPR1 10{I40Q.Q00� ^OQOOO.G�Q00 0.04C�4 O.OGO Q.000 O.�dG Non�{�i���r� �► •R• t• • •4�iilF• • •O!R!4 • i M fiMlQ• •R!t Q i • • , 4 ! •!leYQ �611• • !i!�• �s�b��': ��tt'tI'lt� �t't�,�}@4°�i�� - �C}fEl� ewf�sa + es• ��sa•* • a • � • •• •e •• a •o�•s• Spring Praper�ies�Point, •�.�e• • � • • e e t Part2af2 • • + s essa�s• �a:oo• Sprine� Color � . • . s . � � • • • swss•• •• • • •a • • PSPR1 Gree�� • • e s:.• P��� 3