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RC-4-19-802 a �������� ���.3k� ����,��� � �.�� ��'�,�`�� 1 � r 1�� �° _.����:����::� ;, � * ��_�� .� k .� . �� � . � f-}t�i' k� �� 'y��}�F� �° �`�� ����� � ��� 1t}�5t3�i.E.2nd Ave�ue, M���i Sh�resf�I�rida 331�� �`� r� ��,,�' � r��:(�������-�z�����:{��s)���-���� ��'`:..�.� ����..�.. � �,a..,. �����c��ca����������rv�����:{�����sz��� ��.,��.-�t.�-` .�;� �..� F�� �o � ����� ����,� �.��� �.�����- ��� ������ �►����.����rfea�v �����r��� N�. ��u������ � �����-��c � �caa���v� � ��v�si�� � ��-�nrs�s�� �a��rEw�� �F�u����� ❑ �Ec���i��� �������wc���s (� c����� c�� � ���c����-�o� � s�c�� c�����c�r�� ca�a�r���s �ca�����Ess: 123 N� 99 �tr��t Citv: Miarni Sh�res ���ntv: Nliami Dade Zi�. F�EiojParc�l#�a1 1-��{}�-�}1���1$1 Is th��uild�ng Nist�rica!(y[}esi�n�t�d.Yes NC7� Qccupancy Type: �oad: Cc�nstr�action Type:��S Fload Zar�e: �FE: FFE: �w�E�: Na�e{Fee sEr�pie rr�ienc�«�r}: 12� NE �9, �LG Phc�ne#:��7,���.���� �dares�: 6�9 I�� �(?th T�rr���, �ity: 1l�►�mi s�a�e: �� �,�a 33137 Tenant/t�esse�Name: Phas�e#: �mail: lilC�?�R�WSINC`a�N(�tJ�INCa�E�i" c��� �r��:�ompan����,e:lt�P��t� G�n�tructicrn �r�d Manag�m�nt �n�ne�:954.9�t�.5�$� �ad�ess: 11��1 M�rmit�ge �r, c;ty: f�l�nt�tian stace; F� �;�.33325 Q�aa�ifier tvame: RC�d�lf� V�t'� �hone�:�54.9�0.57�6 State�ertification car Re�istrat�c�r�#�:���14�9��2 Certifica�e caf Comp�*teney#�: ��s�t��v��a�rc��tectl�n�in��r: ��N��� �R��GNE� �horae#.3Q5,�Q3,5��7 address:����5 �i�c�yr�� ��d. �t��t� 20� �,�y: �1ot�h �tart�i state: �� zip:3313� Val�e of�e�rk f�r th�s Rermit:$ � �:�� �'�, ���.2.�Squar�f��near Foetta�e of Wor�e: Type�f UU�rk: � ,�dditic�n ❑ Alteration N��ar [� RepairlReplace [� �emolition ������p�E��,e�w�c�a��v�lQpment t�f � n�w �inglewstory, 4 be�r�om, 3 bathror�m �ingle-#arn�ly hom�. 2,$92 �qFt c�f fiving �rea, 3,600 SqFt. e�f t�tal can�tructi�n. 5p��i c�lor�,f c�1�r�#��u ti1e: su�m►tt�'�e�� ' � �erm�t F�e S �� . �`�,�'° ���`c��� `�� ��� • �"�� �o/cc� � ' Scar�nin�Fe�$ ��� ��° Radon Fee$ � ` �='. ��� [?�PR$� ��'� �� �4otary$�'�' Techr�ofc�gy Fee$ `��''�-`� . � � Trainin�/Edu��ti�n F�e� � ° '� �t�uble F�e$ '�`%� .-- Strc�ctural R�ui��nrs§� ��''�C� �� .�� �ond$ �. .` �`` "Ct�T,4C F�E�t�W C?U£$ � ��� �� ' �'� (ReuisedQzf24JaQ14� � �� ��� . ��� �ot�d�rag Ccamp�ny's Narne(i#appl6cabEe} Bandir�g C�mpany's�ddress � _ City Stat� Zip Mortgage tender`s�lame(if appl�eabie} Mortg�ge Lender's Addr�ss City State Zip Applicati�rt is hereby r�ade tc�e�btain a perrnit to do the�c�rk and installatiar�s as indica�ed. ! certify that no o�+c�rk ar instailation has ccammeneed pric�r ta the issuance c�f a permit and that �I1 work will ka� perform�d tca meet th� standards of a!I lavus regulating cor�structic�n in thi� j�arisdic[ion. 1 understand that a separ�te permit must be secured fc�r E�E��'REC, P�UM�IIVG, SIt��1S, POQl�S, FURNACES, B�ELERS, FiEATERS,TANKS,AIR CC}�1DITi{�R1EFtS, ETC..,.. �WIVER'S AFFI��V(T. ! certify that all Che fore�e�ing inforr�ation is accurate and that aIC u�ork will be don�� in eompliance with alE appPieable laws reguiating constructiQr�and zonir�g. „UVARNING TC? C}WNER: YQUR F�1l.UF�E TQ RECt�R[? A Ntt}T"I�E t�� �t}��t1ENG�IVI�NT' 11�A11 ES�i�T 1 Y�l1R PAYI G ICE �dQR t P�A1fE ENTS T� 1�QUR PR PER . 1� Y�l1 I TE � T T 1 F1 A► CI G, G� SE�CT IT Y�U� LEl�DE� �R A► ��' EF E EC 1 Y U T1�E �F GA E�IGE ENT.,` Notice to Applic�nt: ,Gs cr cQnditiran pa the issuance of a building permit writt� ar��stirraated va1u�exceeding$25(?�, �he�ppfacc�nt must prc�mise in gaod f�ith that a ec�py of the notice e�f commeneement and e�r�str�uctican liera faw brcachure aaril!be deFiver�d to the�erson whase pr�perty fs subject to cattachra�e�rt, ,41sa, a eertrfied co�ay c��the recea�ded natace�f comrr�erteerraent must b��ost�c�crt the jcab site for ihe fr'rst it�sp��tr�n wwhich occurs s�verr (7� dra}�s c�fter the buflding �ermr`t is lssued. tn �h� rrbsence r�f such pt�st�d n�tice, the inspection vui!!not be approued ar��a reinspectian fee wi!!be�harged. .�° , :� .� ��-'` � �� _�_ r _ � � . , ����� �� Signature Sigr�ature --�` / ._'� C?WIVER or AGENT �C�TR��T�}R �� � s The fc�r�gain��strumen#u,ras ackraowled�ed before m�this The fcare�oing i�nstrument was ackn�wledged before me this Fa�+ day o� ��P, C ,20 `� by �4 day�af .� .�, � 20 � by ���`��$�' v;��'`�°v�,� wha is rs��rtaElyj�knc�uu�n a��`����`�` �'�r�'� whc�is e s nally knawn me or who has praduc�d ���as rr��car who has produeed as identific�ti�n and�vho did take an eaath. identification ar�d�+hca cfid take an oath. 1 11f$it(j P!C?Ti4RY PUBLIC: IYOT,�RY P't1� ��'��`��?��a. RECc�tt�Q C}tDl�€�6P�tt�Z ��. `.�'�� ��n?�i�sioa � �FF95���6 ��, � ��' �e.�;�i���: tet�ru;�ry�,2t�2Q �J��T(�1. �� � � � ..�,...�,*_ .}��T�. `�"1 4 �G�4b�kl�1d Pi[xf VEi F@i.+l(�i . . Print: �,z�i��s�� k'��a ��r�,��'�: Print; ��`t�tn.s�� �� ,�,, m �� se�E: ,�e;��+'.�°�`;��;, R�cardo D�m�ngue �'��' �": �c;��is5i��? � ��95�6�6 sea�: :� '� :�;m ���1lis"la:iG�J('J�i�'�,���� b� p {��p� � �o`�b [}(}q��'}�j(�§}�p`` ±� pf{���',y�t4\� [}M1d41MNib 6iF54A�CkF��4RV�� fy��� {n� �##�$#��k�#$"M�����R��*��#*�RN��k���#�#M��£����� ���k�R���Ak����####�#.�t��#������*�#�����R�Y.����k#���##���#��#�yF#��:��#�#*At��� €` � � �� � �� � � � � APPRQ1fED E3Y �� #'_�$ ������ Plans Exarniner °� � � �oning �� ��� Structur�l R�vi��v Clerk (��w�s�aoalzaJzoa�a) _ � i i r � i�� _�c� �� � � iI i� rt t ��� � � � �_� ����� � � � k. 1005Q N.E.2nd Avenue, Mi�mi Shores, Fiorida 33238 ���. ��:.���. .���, Te�: (�o�}���-2aa4�aX:(�os}�s�-���2 lNSPE�TION k.l1UE PHQfUE NUMBER:(3Q5�762-4949 ��. � M��ter Permit (�o. '�` � -` � �" ���� P���E� A���.�C���Q� Sub Perrr�it @to. ��u������ � E«c-�-��c � Roo���� � R�v�sEo� � �xT��siQ� ❑REN�wa� ���un�aE�� � r��c�a�ie�� ��u��ic wo��s [� c����E o� � carvcE«a-rce�� � s�c�� CONTRR�TOR QRAW I NEaS 106A��RESS: "��� � ""�.� ����:,�;..�� Citv: Miami Shares Countv: Miami Dade Zip: �������� Faliof Paree!#: '��""�������"��'���',�`��� Is ihe Building Nistorically Desi�nated:Yes NO � Uceupancy Type: Load: Cons�ruction Type: � �� Fiood Zone; BFE: FFE: QWNER: Name(Fee Simple TitEeE�e�lder}; `"�,��� ��, ��� �.�.,,� Phon�#: �"�"�� _°�`�� ��..�C�� Address: ��'�� � �� City: �� � State: � �� Zip; ��� '����� Tenantf Less�e Name: Phone#: Email: � � �� �..��1� `�"��"� �i ��n ��I �ONTRACTQR:Company Name: � � Phone#€: Address: City: State: Zip: Qu�lifier Rlame: Rhane#: Sta�e Certification or Regis�raticrn#: Certifieate af Competency#: �ESIGNER:ArchitectJEngineer: ������� ����.,��-�� Phane#: � ���• �� �„ �� �"��� ,� ,� �C���'� , �°1���� Address: '�� : ����C�°��� ��� ������ City'. �' �`':, mmS�at�: �� Zip: Value of Wark f�r t�€s Permit.$ ���i��� ����`="' Squarejtinear Fo�ta�e of V4�c�rk: ��,����'� r� ���"�` Type o#Wc�rk: ❑ Addition ❑ Alteration I�ew :' ���] Rep��r;��pla�e ❑ Demo(itian f�escriptian af Work: �� �� � � �, a� � �"� -� '`�--�� '� ` �,., � � !,� �~��` � '� � �-. �t:� � �` C�� � �t,,.. �p�c�ifjr e�Ior�f coFc�r t�iaru tile: �. `� �'��, s�,��,���f�ee S Permit Fee$ cc�$ co/�c� Scanning Ee�$ Radan fee$ D�PR$ EVotarY$ Technatogy Fee$ Trainwn��Educat�on Fee$ Double Fee$ Structural R�uiews$ Bond$ TOfi�I FEE NQW L1UE$ (Rev�sedo21z4/z��a} Bonding Campany's Name(if applica�lea , �onding Cor�pany's Address _ c�ty sta�� z�� Mortgage�ender's Name(i§applicable} Mort�ag�Lender's Address �ity State Zip Applicatlan is hereby made to abtain � permit to do the work and installations as indie�Ced. I certify that no wcark or installation has commeneed prior to the issuance of a permit and that all work will be performed to meet the standards af all laws re�tala�ing ecanstruction in this jueisdictit�n. I understand that � separate p�rmit must be seeured for EE�ECTRlC, PtUMBENG, SI�NS, Pt�QLS, FUftN�CES, �QI�ER�, NEAI'ERS,TANKS,AIR CC?tVt�1T1O(UERS, ETC,,,�, OWNER'S AFFEi��VtT: f ceetify that all the foregoing information is accurate and that all work wili be dc�ne in campliar�c� with �il app(icable laws regulating c�nstruction and zaning. "WARIVII�G TtJ QWNER: YUUR FAIE�URE TU RECO�Rt� A NOTICE QF COMMEN��MENT MA� RE�E1�"� IN YQt1R PAYING ICE FC?R IMPRaV�MENTS �°t� �'C��1R PRt3PEFt . IF YC?U INTEND TC} {?BTAIN FINANCING, �t?�NSUI.T WITM 1�t�l9R �.END�R OR AN ATTC?RNEY �EFt)RE RECC}RDING YQUR N�TICE QF CQMNIENCEfltIENT.,, Notice to Applieant: As cr conditron to the issuance of a burtding permie with an estirrtated value exceeding$ZSOC1, the a�apltcant must �rrc�mr`se in good faitM that a eo�y e�f t�e naLiee of commeneement and eor�structi�n lien law broehure will be delivered tc� the persan whose property is subject to attaehment. Afso,a certi�ied copy of the recQrded notfce of cc�mmeneement must be posted at the�06 site for the first inspection which occurs seuen (7) days after the 6uilding permit is issued. tn the crbsence of such posted notice, the inspectlar�wilf not be approv�d and a rernspeetion fee wf/t be chcar�ed. �._ Si�nature°`" Signature �C7WNER ar�GENT CONTRACTQR The foregoing instrume t was acknowledged befare me this The foregoin�instrument was aeknowledged b�fc�re me this ����� day r�f �� ��� .20 ��� � by d�y of , 20 , by ��" ���'} � ����`'���__�who is perscanally known to who is personally knawn to U �or w as pro ed `��� '`�` � _ � � as me or wha has produeed as identifi atican d ho di take an o����".����$¢�,���/�`8`����s���,��� identifieatic�n and who did take an oaeh. OTA Y PtlBll � �+° 2����° � N�TARY PUBCIC: � � �� � p � � � � � ��� a � � Sign: � ? �� � Sign: �� ���d� �� � Print. � � "���� � Print= �e � Seal: � �,�� $�gS"��°1�° ��� Seai: �,�� � ��� �����a���:��t���'� *���������������������*����#������#���������������������������*���������#�����*���������*��*���������*����#* APPRQVED BY Plans Examiner � Zonin� ;� �� � t � a � � �� � � Struetural Review C(erk (�e�isea�2/z4�zol4� �� �� � � � 3 � . . .. . . ... . . . �.. l .r,. ,2=.�, . .. . . . .. . .... . . . ... .. . �.. . . . .. . . .. .. ... . . . ... . �. �� .� ..:�,y*i�a'� �� �a�L�� 3�` }t'v� ��E. 7i��� ,'�t�1�.� � . .. ���i �},��� ;��:ti��,�z <M���;., ��5,.'� E L���?t��z� , rvt,.��� »:s��� �..�. 4 ���''�1z`L��u =:'�x. _��"; '���.> � �f�..,'j;iC F"F�..�;,��"tt.<',.... ^".,t.`...ls� ,.�....�.,,., k �y.�:� .... ..,,,t 3� $2t£l',>5 �� .;,y.k�" �%.4�JF'«�n '�����d.S� ..: �A. �. . �����F� ��'�� ����,�m`?������������ �' T.��� �; ��� ��M �� �t��t, ������� ���c��°�.;�� ���.����� � �� �_ �����R ��� �� �� ����: ����� �� ���?€��� ��� .�,���c�� '�i����g ���. ����� � ����i�����t �������� �'a���€���;� ��� ��� ������ �� „�� ����b �s�������� �����d ����� ��+���� ' �����i�����..x����� �: ����.�r�=� ���� ��c������ ����� ������_��������, ������ ���, ���� ����z�� �����, �� i����� ����� , ��� ������ t: ��.� �� �� ���.�` ��������°�4 �< � ����� �� ��p�i����c�� �c�� ���� �� ������_ ���c�� ��� ������i��� ��c���s� ���� t�� ����_� ������t�r. �'�� ����i� � �ca���� ��a�������� � ������-����� �������� ��� ������� ��€& �� ��� ��� � � c��:���.����� �� ����ir��� ���, ��� �����c��� ���� ����������� ��� 4��. ���. ���� ���€� r�����.��� ���� ����e����� �€����°�c� ���� � ���_ ������ �'������°�������� €:� �y�t�� a� � �t��a��� ��,A�����, ���x�� ���e� ��� ��������°�; ��q ���� ��� ��� �ea��°�R ����� ������ ����������� ��� �a��l���ti�� ���� ���� �������; �������e���� c� ����_°������ t�� ���������� c�������� �i����t �. "�°��.� ���a����t��-�� ����� ���� i� �� ��������c���i;�t��� ��__��� ���� ����i�-�����€�� ��� �,�� .c� ���°������x����.��������'������i ����.�r�� ��������,. `�f `����c�c���a������� ���° ������� ���c����r������t�������� ���� �t��� ������ , �����t ���������t��� a� ��� �ca��������� �=m��� ���� ��c���������� ��"��� �:.��c� ���r����������`c����. `�`�� ����� ����i��� ���� �� �������� ���re���������� ���"��� �r�����_ ���1� � �r���€����� �� � zx������ €��.���������� ��t��� t��� ���� ������ �~���������R ��� ��� ������������ �� �� a��r� �t �� �������v , �� a���������� �� �������� �� ��c������ �� ��� ����� �������� €� ���� � ���������������� . ����"i` � �,��~� ��E��3 Sm.,,�t �t [1r s �£�e �c't �e� a p ?.�ca,,it,€ 3�n'��„�,���,.�'�S$#Fw�`3�� a.Eaa��z �� .�����i�.�t��z����������a� ������s������4�.� ��� ����� �������������;���� �;���. 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L�� �313�� Th� m�i1i�� ���r��� c��tl�� I�i��zit�� �i�bil�tv �����p���� is: 62� �E �(�T�� T�1��Z��� �=�I���I, �'��. ��� ����� �3"����� ��� � n�n� a�c� �'�c�ri�.� st� t �c��. ss ��t;h� r��������.� �����t ��: �°I�� P����R I..���t���I�E P,�. ��� ���� �E ����� �3l.r�f�. SL?IT]� 21t� GCC�R�L Cz�`��I,��, FL,. �31�� ��a��a��a����� �c� ������i������ �����# � t� �����t:�� i��c�f��tc���� ���t1�������a� st��� li���i��� 1i�bi����=ce�����a��}� �t i���, �����c���i�r��t� i����������i t�. I��� t�y�cc��t t�����p��i�������:��s r���sfi�r�� �����t�n� � ���tc� a�t i�� t������ ���. I ���er�����.tc-s �c����p��' �i����� �art��r���t��xs c����� s��ca��s r���hr��tc����. �rc��a�r����I ccs�����ts: p�rft� ��z��� c��`���v ctzz�i��. �i�c1 I ���� ����s�lf€�� ��#i��a��t� �c��pt t��� c��1i���c�z�� c���� ��zt��r���r���st � �����. � R�gi�t ����lt ar�n�� ; 1���-��f'IL� I���LT�R « � , �1�1��� �� �'�������+���� c� ���n� � � �ddr��s ����rsc���s� ��at��r��� tc� ���� ��� L��'; �1�.�� $:�� �� �+�v�� � '��� ��"�� `�'it1�: ��C�R � . '�� � �� IC���CIt� ��II.L�?�I�r����� �c� �� ���N� �(}T�I `�EPI����E ������I, lF�'I�. 33l�°� CT� �i�z��� � ��f��������a�r ear � ��t��ri��c� r��r����t�t���� �,���t�c���ic �i��t����. IGN�C�IC� ��II�L����t_T���� � �z�z���.r�3���r��r�������� �p�������i�� s���r��i��������� ��•t�����c�f�������tit����t��. ���"irr�� �t��t�� f�c� st�td ���r�ir�ar�,fi�-��, I ��� �����t��t f��s� ir��a�����i���� s�aE����itfi�c� ir�� ca��a�������t��� ����rt�t����t c�f����� ec�z��ti�.�fi�s �t��irc� �����: �'�l�r���s �a���i��c1 ��r i� s.�1�.15�e �'.�, I �a��d�r�t��c1 t����������s��t�a �i1�a��������1 c��-��#������J����u�~�{ ���a��t� ����� 1�t it�t�r�c�1�t�d �,, r�`t��1��r��it�� �t�����t�t���c�f`t�� ��.� ar�� ���r��°� t�i�r ��r tt���t�i�t�i�� "�c��J�" s���i�s. , �4������ Paid By C#avid �auer plEcate public_user 0411112019 �aid 11I3t1t2Q1� Rec�ipt� EGF1��K-19-144711 $6,&53.U5 . Miami-Dade Cc�unty,Flarida � 1 �t��t� Pr�►p►e � T�� s Nc��kice`c�fi ad V�Ic�rem T�x and N€�n-Ad V�Ic�r�m Ass��smer�t� SEE RE1tERSE SfDE f0R 1MPt} RTANT INFCIRA� ATIQN f � . , � �, 11-32(�-€�13-21�1 MIAMI SNQF�ES 11�t� �2s N��s��c Prg��r�Y Aetdress Exem�tian,�_ 62Q NE SQ TER NEtAMI,FL 33137 i � i � * t �. 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[t�iam't-�ad��chaoE Board SchcrcaE Bcrard OP�r�tinq 2�7,615 6.5Q40Q 287,615 1,87Q.6b Schoc�E Board�ebt Serviee 287,615 0.22900 28T,615 65.86 atate and C}thsr Florida Inl�nd Nauigatian Dist 287,615 Q432t3Q 287,615 9.20 South Florida Watee Mqmt Disfi 287,615 4.12Q90 287,615 34.77 �keechobee Basin 2$7,615 0.131 f}Q 287,615 37.68 �v�rqlades Constructian Pro( 287,615 (?.C3�#170 28�,615 11.99 Chiidrens T'�ust AuthoertY 287,615 0.44150 287,615 126.98 Miami-Dade Gounty GountY Wide Operatinq 287,615 4.66690 287,615 1,342.27 County Wide Debt Sen�ice 2$7,615 0.46440 2$7,615 �33.57 Fire Rescue Operatinq 287,&15 2.42070 287,615 696.23 Fire Rescue Debt Seevice 287,615 O.Ot?000 287,615 4.Ofl Municipal Governing�aard Mi�mi Shctees QPsrafiir�q 2II7,615 7.90Qt�Q 287,615 2,27216 Miami Sh4res Debt Servi� 287,615 0.41920 287,815 124.57 # . � , ! • � �; , � � , � ��,� s� � �. 1� � �k��..` , , ti �r � s?� � �st � � �.;, �� ,,, "..��.�. .�. .....;.: �?:a�..,ft Z�.ti t..\-a, ti.�,r.� .1�Z Sll � ., ,� ,..��`.`�5..t �?t4��,. .t� ,..if ��., i . �:, t��.�:�:. ..\..2?t\C`\�. ,7,.,:���t;,<.. ��,ts.�.�,..,.. t.:,t�?,�.` . ����t�'?...,\���c�,i�.�.t`R;,\ti�' .r�,.t�.l;..�'��,.r��:�',�,�?«``,��,,;:<. ,`,,�,�,\�l�`�,�u.�,�.�.'��`t,��,�"��.�\�i,` �?.t:::�a :�,. <,;::��,�C\�i���'i,..`i���5��'�,ti�.� ���.5.,� ,..z��..\��=1ti�ik,a �, • • • � • : �. . » : Cambine€3 Taxes — Nt�v 34,201� and Assessments �. $Q.QtT $fa,7'21,93 T REFAIIV FC}R YQUR RECf?RDS T ,......................................e.,.............................................,.......................................................................................................,..................,................,.....................................................,................ 241$ R��1 E�t�t@ � DETA�H HERE AN[?RE7'URN THtS RORTIQN WtTH YQUR PAYt►RENT � Du Eica� u (i � i ser Q4I1'!2 19 PI"O�C�jt'�alF�S R i � � � 1132t�-093-2181 C��e�IC� ��f ���c�1$� ��� FC?CPC}Ptt1M$ER * 1 + `t R 3 � 0 6 O �1 3 2 1 8 1 + 2 Q 't 6 * .. .. .. .... M�ke checks payable fo: � � P�c��E�-rr�c����ss �tiamF-�ade Tax couect4r Nov 3Q, 201� $ti.Qt� (in U.S.funds drawe�on U.S.banks} �EGAL L�ESeRIPTEON Rmount du�t�lay be Subject ta C#�ange lRlthout Notic� I E C 1 AMQ P�90-70 LE)T5 17�18 B�K 9fi M�ti��}�FTt�{1f5 E0: �.t��r scz�v�x��5 FQQ NW 2nd Au�nue,Miami.FL 3312� QE2 97471i180 1�3 NE 99 L�C 620 NE 50 TER > � � MIAME,FL 33137 � � �°� � ��.: 10CIO�Ol�CIOCI�QCtC10QQ0],1��206[]1�32]�8],2CI1��O�CIOCI[lC]C10QOC1CIEIOCICIO[lCl[lCll� a 4 I�� 1��RCC€}�(?NS1'Ett1CTi�3N At��IV�AIdl�GEMEht"C�t?RF� 11881 Ffermit�gs Drive Pk�nf�tion,FE 33325 FEL.(954)9�4 5786 Emaii:vepccoaQgmaii.com „ x eusTor��sz rv.nr��: i�rvnc�a vi���uEv� ��zo�Ec�na�nE; sgncQS����a��� GUSTC)ME62 ADQF2ESS: 62Q N�50TFI ST Ev1iA�AI PRO.IECT ADDRESS: 123 NE 99TH ST MIAR�!SHQF2�S GUSTOM�R PldON�: {617}817-4Q11 SRLES P�RSOhI: R�adotfo V�ra cus ra�n�rz�-�E�: c��r�: sr����s �PPrQx.Time af Construction: 8 rrmntfls after permit 'f�TAt�$: S �582.03 We would liks to THANK YOtJ for the opportunity you giving VEPCCO CONSTRUCT(ON AhlD MANAG�MEPlT GC}RP,to present fhis prc>posal for th�construction of your singie family home at the above refier�nced lacatrc�n. We wiil provid�aIl necessary labor,ma4erials,equipment,supentision anB management,except as notsd below,to perform all required+�ork shown b�Iow+. Item 4¢y u��it Deserf tittn Tcztal Co�f Gen�rak Candltians GG Labc�r/Q}sposal ,[�umpsE�es iacluded Ciean Up and Maintenance at aii times{durnpst�r rent�l) Portable Toilst Protecfion ThroagtTout Ensurance Time for Inspections as necessary Weekly meetir�g tvith Qwner arxl ArchttecUEr�gir�r Bound�ry Survey&�Slte Elevations;�a}+out af Plkes;BuiEding Comers; Bourxfary 5urv�y(BpoR�and�oundaey Survay(Final) Exclusion and CEarification.Initials: Master Parmit and Tr�de Permits Fees paid by Others Peemit Processing By 4ihers Parking,Jal�site suppii�s,Biu�pr�nts,Talephone,Pro]eet Management ar�d supervision personne!are includeri. Temporary Power and lighting r�t�t iacludeci paEd by others First Ald artd satety Include�cE. su�-Fot�� �10,�QO�QO Sfruc#urai S.1 3{T�WORK Exc�vs�tion for$h�9Fow footing��Stt�Work zoo a»ys B�ekhoe renfai(2 da�s} $1,200.OQ s.Qa �y� 6c�bcat(3 we�ks� $1,500.� Eisckflil�nd FinaE Firade �o.00 c„va ProviBe�ckflli matenai $1.2fT4.OQ t00 s�,m C�mpactor RettG�l{2daYs) �1,2t��.QQ S.3 Er�BC?R �.op sum Tot�I Form Work Labor&ReinEorced Steei $$1,8Q9.6Q a.aEw.00 Ea. Concr�te Block Labor $3,Q53.7Q S.4 GC}NGRETE{3 P33 far�E cancs�ate R 3 FSt fioe r�tnforc�d m�soney) aa.at� r� Forrt'tngs 30C10 P8I in 2$deys $>3,60fl.Ot} a�-� ra' Structue�l Slab Gmund Flaar 3QQQ PSI in 28 days -0,50+NC6�r�gular mix $4,656.OQ zs.�o t^d Fill CeIIs�Gofumns 1st Fl�r 300f)FSI in 29 days -Q.50�1VCR Pea rock Pum�Mix �3,80t}.00 �_� va' Beams&Tie 8eams 3000 PSE in 28 days -Q.50 4VCf2 P�a rock i�ump Mix $4,&Oa,OQ re.� va' Structural Slak�root 3t?{lQ PSi in 2$dsys -Q.5{t WCf2 r�guiar mix $2,40{�.00 +�.� �cP Fill Cefis&Coiumns 2nd Flaor 300Q PS(in 2�days -4.6Q WCR Rea rack Pump Mix $1,500_�0 s�� ve' Be&rns&7ie Beams 30QD RS!i�28 days -0.50 WCR Pea rock Pump Niix $1,80f}.00 aoao vc� Concrete in steps $1,500.40 S.6 REiPtFORCE�ENT z52s5.� Gbs. Reinfare�menf materiai and fa6dcatlon $17,6P1.8M1 5.ao Pcs Wire�mesh 6"X6"tu 1.4 x w 1.4(rolis) $T49.4fl S,7 GRflU(Cancr�te Blocks) soo_oo �a_ �icacics Eaundation wall $433.35 t,982.00 Ea. 6locks sl�b and UP $2,834.11 �.� ���� Sand.Cement�reinforeement $1 5Q0.00 s.s woat�T�au���{��t� �.ap s�m �4�f trusses�24"o.c.VaOey trussss�re ineluded.Truss ta truss han�rs�re inciuded.Standaed $14,�74A4 Standard lumbee€s d�ftned as#2 SYE�c�hards&�#3 8YP webs.�do treatment&non-FSC. Price inciudes truss to[russ cc�nnecturs,dehYery and tax. 3s�.Qo �F Woad Ledger t�-1 {2}-2 x12 $24D.44 soa4o �F 2X4X1&wc�d sfp for bracing $540.4f} tso.taa Ea. Boit 3I4"x II 1i2" $480.t1Q isa.ao Ea COX plyu+caGad 5t8" rao#she�ting,so#�ts 8�gazelw $4,654.00 v.oa s�m Hurricane ciips,anchora,eonnectors,tie downs.beams,blocking,shear k�Eacking bridging.bracir�g, �2,5QO.Otl tao sum Naiis $800.OQ S.1 Q ARACHINEi2Y t.OQ D�y CfBttB t0 L'fft �IOCk ��$A.4Q s.00 oays Grane to Lift sieei members $3,322,36 S.11 M!$C.t�9ATEEiIAL �.aa s�m h4e�Is#ure�arrier poiyurethane $2,600.QQ 5t�o.00 E�. 3J4"Piywoad fpr Farm Work(Columns& �eams} $15,515.Q0 aao.a� ��. 2 x d x 16 tor Form W�rk and Tempcarary Railing $11,128,DQ Som Nai�s $�34.80 Sum Screws $50Q.0C} s�,m Dr�ll Ties $1,471.25 s�m Chairs and cmu c�tE�trays $1,20QQ0 5.12 t�iSCEtLAt+tEOU�a zo-�o Ea- Car�crete Campression Test $2,440.Ofl s.00 Ea. Density test $9Q4.00 �-oa Ee_ Pre-construction treatmenF for su�te�raln iermites $1,240_CH} Sub-Totai $21 f?,356.fI7 3HEt�L GCRST PER�fltUARE FEET SheII Gos4$tSF Totai Ganstruction 1&t flpar{SF)= 3442 56s.BU D aliJFinisht&��fnNrt FRAAAIFlG,pRYWALI ANO FENISH $1#,527.50 r,2�o.aa st Fabricate new metai frami€�,q 3 5'8"and partitions with 25 Gauge metaf ac�o.00 sr Fa�riaate naw metal ftaming 6" and partitieans with 25 G�ug�a meta! t.Fs7.oa sr Install Wcxad PT EuerirTg on all hlock waA areas and drywalC she�ting sr Install E.F�t backing a5 required pee plans sr Inst�(1 waod bucks on ail windows n,5oo.cw sr Insta(I 5l&"drywai!on a![cell[ng and walts lnstail drapped In ceAings in a!i csilings Drywali tape ane!l�vei for smoc3th finish on ail wails Ensta(l 5!8"fite rated�h�eting in garage ceilings and wa(Is FRAMtMG-DURQX EXl`Et2I£?F2 �.sso.�Q �� �abricste r�ew mehai fr�ming 6"600'f 162 33 v�5ta.z5 �� F�trleate new met�i framing 6"6405162 33 99.Q� BtlaKJ �tift?X')�a�`X�� STt1G�O&E)CTEREOR�+IAR�LE T(�ES fi X 26 s.000.oa sr_ 5f8"Stu��work in vdsEls.smoath as p�r plans �25,040.04 22�.� ss. 518"Stucea work in soffi4s,sm�th as per plsns $1,295.54 INTERt{JR AND EXTEittQR PAINTlNG T,��.� s� Painii�int¢nor,P€emium palnt,Rat waI{s�celEings $T,101.OQ az.00 Ea. Painting lnt�etar doors $1,845.CI0 5.2s�.00 sr Paint eact�ricar,p€e[tti�€m pa}nt,�xtenor satin $4,69�.9tP sub-rotat $54,38�7.90 AL�QWANG�ftxr tm ct Wir�dows�nd Doocs a_c� s�m Furnfsh MVHZ rated Impact m�terial,white frame tarith Low E giass cieas mar�ufaotared by t�W $34,419.76 �.00 s�,m Installation of above mention materiai $8,52Q.04 1.� �$. Garage hurrieane impad dczor 8'x 1$'wifh n�w motor and elicker $2,3Q4.00 sub-r�cat $45,233.7& Rcta��n taaereeai Peol�ction t.ota sc�m iN�ltC AtTiON C}62 THER�A�PFttlTEGTFt?N $3,760.OD Exteriar wails R�.4 Faii on Y"wood t2€rring G�rag�partition R-1'f 82tt Garag�ceiiing R-3a Batt Ceiling R-30�att Exctus'tons: Inieriar parbtions ar�;not incladed a.3oo.0o sF �E.AT RClOFING $16,10Q.OQ Install GA�4 plfes Spec.System Insh�lE insulatiar�es per pl�ns ln�t�li twa plies of pIy 4 giass HQT MC?P. ERS2�EI 4#1L'(}I}�QP GA�faI AS.`�.�9lft,G2p_SheSt WPSitB h4t fllQp inst�il Galvanized fl�shing�counter flashing araund roof wall. Enstaii gaivlaed seupper�ov�r flow scuP�r(9a(v.) Install nailer around perimetet�f main raofs where need it) Install tapered knsukafwn 8�Stratavent Insiai!3x3�+hste galvanized drip edge Note: Roaf eyetarow waterpr�ofing not(nclu�led'tt�this cantract Sut�-Tote� $19:860.QU Floorin t W�i!Coveein �EOflRtNG s,aflo.at sr. Instali MarqleFPo�lain tlle 24"x48" ground floor sacial ar�a under AtC $98,7fl4.Q0 �aaaf sf. Instali msrt�le tile in bathroom floors $1,SQQ.00 t.� sum AlMrcaance far tlRe material $14,€?00,00 VYAL�Ct?VEF2EPEG (to�snPR�Y by owner) 3oo.ao st. Bathraam Shawer Walls-Tils $3,640.{)0 BAS�BOAREI a5a.oq �t. Provide 1 x 6 square wood baseboard $1,312.50 sun-ror�� $3s,�12.5a C�binet C� nt a�d M1Nx�ovk ALLQWANGE INTERE{)6t fJOQF2S �.� �s. Plo.1- 6$�x 96"P�afn�ntr�nce dcwr f�#efsl impact �S,ODQ=C10 2.00 E�. t+��.3- Guest Reaom-32"x 94"SAfc�ot3 Poek�t Dooe $65Q�Ot} z.00 �a_ Nq.Q -Guest Bath 32'x 9&"Waod ��5Q.tiD �.00 �a. No,?-AtC 28"x 9d°�ouvered Waod $650.Ct0 1.Q0 E8. (110.�-}�1�,�' 2�"R�4"(AUYBF�.'d�4Qt� �65�.� 2.� Ea. No.17 Bedroom 3 32"x 94"Wood $B50.Od 2.0o Ea. No.18 W.I.0 3- 32"X 94" Wood �650.44 �.00 Ea. Na 19 Bath 3 36"x 94"Woad Pocket Dapr $654,00 t.00 �a. tda 21 R�astee E3edrc�m 64"x 94"Wc�od $fi5{?.t?0 1.(ua E�. NQ 22 -hftaSY@P Qalh 32"X 9f"WCSOf1 $b'5t?.f� t.ott Ea. P+lta.23 master W.f.0- 32"x 94" wood $65Q.Qf7 �.oa �a tVo.24 Master N1.0- 36"x 94" wc�ad $85tl.04 1.40 Ea. �IQ��J�A�T����"X�Q".�BPtI�t�4IP WqQd ��?5Q.(?Q �.00 �s. No.32-�arage 32"x 84" PAetal 1 HR Fit�Rat�d $1,Q3Q.00 1.oP Ea. No.$0-GaP2gB 30"X 94" Met�i �654.Ott WARDI�ARE�OR INTERIOR AND�?CT�RtQft DQOl�B 2o.oa �a. poor H�trdvuare(knobs andtar ievers} $1,Q00.40 KiTCHEN ,Alloance for ki[chen eakainets $2Q,4{3Q.Q0 Allowance foe Appllanc�s �7,54fl.Q0 Sub-Tats! $$2,98Q.Q@ El�#rie�t Work s.00 sum Et�CTRIGA�NtQRK $3fl,500,04 Electrical work�s per plans. EXCL US1C?NS.� Higtz Hats tr�ms artd t ED trufbs 1'ermlt Feas �PL fe�artd und erd feed�r ptpe arnf excsvatic�n Poot Etectrfcat system Generat�r,Gas Tank Sun-Toeai $3Q,500.00 ��cn�nE��wQ� ttMt sum MECNANlGAt�4YQRK $2&,4f�.00 Seope af work:lnstalled n�w Carrier 3.5 Ton 16 SEER,4 Ton 16 SEEE2 lnstaller n�w�xhsust fan, roaf e�p&wa�!eap,supplies,returns and 3 line of refrigeratian,EGQ n�t th�renost�t,3 fiC Star�d AHU 8 condense,WIFI kit The proposal includea maYerial�,Iabor,and t�xes. Equipment and m€�Y�rials+�rareanty wiEf ba acc�arding to each manufiacturer's speciflcations. Contractor shali pe+�vide 1 year Iataor w�rranty. Sub-Total $26,Of30.f?A Pleambin w�rk �.ota Sum P�UM�IMG WORK $22,7Q0.40 �ub-T�Y�i $22,7QQ.40 S ect� ttems '�u''E16W@f�ClG�flSUP@'S: ao.00 sP Na 5 Guest F3ath 28"x 96"Giass+fixed p�n�l $1,280.Q0 5o.aa s� No 12 Bath 2.-28"x 96"Glass+fixec!panel $1.6Q0.(?4 so.ao st Na 20 B�th 3.-28'x 96m Glass¢fixec#panel $1,6EI4.Q4 so.�o st t�o 29 RAaster -2�"x 96"Glass+fixed par�ef $1,920.Ot} 3ab-Totai $6,4Q4.00 Pot��&SPa t.ott sum P l 8c SFA 6Y Van►Sirk 8 Son�Poof�a 5pa(Se� h�d propossal for det�ll:e) $32,Ot}0.00 ���-T@�� ��z,aaaoQ �av�N� � ��a��a���A�E sys�E� ���a���r�o��v�wAr �.oao.ao st Pavers{Tremron)-Mater�ai Qnly ta ae selected by OwnertRrquitea $2,90d.44 �,00a.00 st Labor,3and&eement fior Instailatian af P�vers $2,5t}0.0{} 1.ao�.� s€ Provids S�aler(Y�mron) $75C3,0o POQR D�GK 2s�.C� sr Pavers(Tremron}-Materiai C?nIy ta bs s�iect�d t�y OwnerfArquitec $846.t3Q as2.ao sf �ataor,Sand�cement far instatiatian of Paver� $730,t�0 asa.� sr Provide 8�aler(Tremron) $299.4t1 �ub-TotaE $7,9�5.8Q FlXED CQNTRACTC}R FEE Ff)it TH1S FRO.IECT Sub-Tot�E $84,Q00.QQ E3cata�ian�nd GlariNc� n,fnREi�is: -Any Permit c�st is npt incfuded in this propo5ai.It wili be charge as a change order ta this proposai -Associations Fees or dsposits rrc�#inciudcd in this proposai. -Froj�ct andlor e�aginee�'s fees are not inctuet�d in thfs propos�I -Ali ei�cirieai materiais to be supp(ied by Us. Recessed Eight flactures tzrm NOT inoluded u i�ED bulbs -�IE plumbing fl�ctures nnt inciuded tn 4his proposal Payment Foms: Payment farm wifl be�s per cash flow ageeed with ih�C3wner before Commencere�ent D�te,wtth�ayments every oiher week. �0�1°Yl4 �F��x.��.d.� VEP�GO CONSTRUCTION ANO MANRGEM�NT CORP G�IENT: �,,. �� �� �� \ i��'" �� r-�'"�� ""'�� �� "������ l�Q VERA IG dATE: Preside i $ � � � � ��P ��B 4 $8 Re% ffi� & .� 6� e 8 �x 19�f�A�G1f 33r°r���e���t a��Y� ��61 C>�Ce����b���fvc�, -�c�ft��-5 €�c�rr�r��rr�����i�, �lcar�ief� �3'�►6� t��s��afrrr���cl�, �for�f�� 3��Q9 �rc��`�; �5� 972.76�� ��f� 9��.97�.�C?6t� '.:�,a';� �A�alt�f/L�#9��97°�-$�T2 ���, ��1",4C3L�1sH�f�A9�9 �7'�t���t���t?t1�"f�a��7" � �_, � �� � . %� l� � 4i>`iw�,,.i� ��`� �»`���� � � �� � � � � � � � 1� .:`��� �,�� ���� .... f ♦ B i ••!• •!Y•O• • • f • i• p •!Y• p ! • ase�•a• •e•m •�ss•• � EF T �" E 'T�E� � NIC�L E�PI� TI . . . ...... •s�• • s • s • • •���s� �N�II�IE� IN� ANALYSIS - �C � N A•'�I` �• I� .. . ..:..• p • i • i !• •• • •• RO��$Y• •i!i O♦ • • • • • •* . . . • • R • t f!�1• •O i O O• • � q t • • • • •0f1i• •• • • •• b • • • ! 6 e Y• . � . . . E.. � d 1.. �� . . . . . . . . . . .. . . . .. .A. J . . � .. .. . ��� � ���h S� ��° �' I� I � �' �t' F�. � A. I� � � ����' FL A 7`�f���F�fG►C,L�/���`�I,�Al.1��f���`7�It�t�� ��f�'l��� ���f�l �Q��F,'�T`� A�F���l..T �7"� A "G�C?T"��9-I�I�.�� 7`��7'9hd�L..4�" � a ���... ... . � ,�14 T �4 7' 1 � !� dlti!' lt�f�, l�V . 990Q l�W 33rd�tr���-�a,y#� 4361 C�k��c�a���e�lvd. -Suo�e��5 d'�mparao�e��h,�l�rid� 330� ���t�atrrr B��etr, �lcari�a 33�4Q� �r�w�rd 9�4 9T2.T6�� ��It 95�.972.��tt� �A�al�1L�#9 9T1-E$�2 E'S7`A,�L(Stl�t��9c�9 �7`Ec���LL.aC3UTN.flt�7' ���rUaCy��, �t719 R�p�rff of�'ragin��rirag�v�lcr�ficsn�ar.lg�ra��/� �fi0f�rrt��rra @r�,j�ct: Pr��aosed Singt�Family Re�ic�ence an�Drainag�- Vacant •••• . . . . .... ...... . . . • ,�ocatian. 923 NE 99"'Stree# •� • •••• • . . ...... .... ...... �f�Ftaf.�fIGlP'8Sf ��QYI(.�c't a�•s•e w • • ��C�@ �C7Ut1f�9 �,OPl�B •e•s e • :e e•:f s • aeassa •ss• n sw••• • • •����• •• • ss�r�• �� ��?Of��a��iOf?CGClIF •••ce•• • ••w• •osoo• s•'•o• ° As J��r ycxur request EastGoasB 7`�stinc� c� Engineering, lnc. p�rfc�rr�ec�'tl►e sta�dar�t ..,.:. s� •�• �O�netr�ti�n test�carin���ncf fh�pr�rcafation-��fittratiott tests af ttte abo�s�r�f�;e�c�lo���i�n . . �S C'��U�'Sf@t�. TIi��tdC�7QS�Qf tI1t3 il7V@5tl�'��I�tT�c�S F'��tY}Y%CIG f/}fdP/XFa�%OfPCQ erning,t s •••••• s � sife anc��ubsurfa�e c�ndiff�ns in or�c�er to pr��vid�sit�,�r�p�rati�n and foundation d °�t► r°��a rn�ndafians forsuppc�rt of the praposed construction. Thi�report presents aur finc�in�s ar�d faur�dafian recammendafiorrs base�uporr the infcrrmation �xamined at fhe tim� c►f�his lrtvesffgatic�n. .� ��/ � ��� Fc�r fh�purp�se�f cta�r�val�r�tic�n rsre hav�assumec/th�t th�prca�O�s�d struct�rr� for� tt�is pr�j�ct will�ansist�f c�nm�ntionad pc�ur�d irt�ata�� cortcr�te, ��ncr�fe ma�onry unit�, (�149U)an�'�o�d truss. !n a�`dit�o�r, there wflf rra�y�ae new�arkirag, �rrd c�rainag�e construct�a► �r� th� si#e. �fnish�c� fto�r �l�vafit�n� f�r fhe �r���sed sfrc��ture ��re nc�f furni�hed. �'tevatfons f�r fh� t��t�a�ring�s ��re r�c�t fur�ni�hed�t th�firrr�of aur�ub�urfa���xpl�r�tior�. A�ajor lnfer��e�ti�ns for this�r�aj�ct.�it��r�sc�uth af tU�?Q3 Sfr��t and��st�f US1►n th�City of Mt�mi�har��, �l�rr��, ��d� �aunty, F/c�rfda. STAND�14� F"EIVETRATIaIV T`LST �//VG� Tt�e test borings ar�d percolateon8�xfiltration fests wer�tocated by drif!supervisar�t fEte S%t+e 8f ttte�ltl?@ O�OUP SU�?SUr�aCe eX'�?/C?PatfQXl attt�at'E.'/0�+3f�'�{?/i t`fIL't�'Sf bt)lf/t�/Og'S at?C� borirag locatfon m�p. A revfew af our �aring /�g!� sho�s the u{ap�r /eve/ of su,bsorfs are CAtt7�TPISE't'� Ctf 4'�*t�F If)QS�° �il7�-�C3%lt�fl Sc�tldS Wl�f1 If�I� I%tt1E.'3fOt�� fl'��Rt�ltfS, ro�t, sf/t �nd cargarrics,(topsof/)in the top+I-1.0 fe�fb�la���rad�. Underl�ingr thes�substratum�urborin�s pr°�domin�ntl�r dfscovered muttifari�us stra#ums of fine grained�ands, vvifh�omellittl�silf, ct�y ar�d lirnestone fragrnents in a t�c�se tc� a m�dium d�ns� stat� of r�fafiv� Gon�oticlatron vvhi�h continued t�a -10,0 €eet below th� exi�ting surface �r�de elevation. Fhese sand substratum terminated our su�bsurface explor�tiors at ten f��t max►rr�u�penetrat�c�n. 7`N��S�-tQ�t3/S�E�1�L IN�f'E��`I�NS ��RF�tG s Q�'fV�l �C}RtGf2ET� ,4�Pf°1e�tLT ET� ,� "���T�GHfY/CAI� TESTlNG �•• T" / g a 1900 NlVV�3rd�fr��t-�ay#�4 4369 Q6c��ch�b�e�tvd. -Suif�R�5 t�€�m�an��e���r, �l�rlct� 3��64 ��sP�"�l �e��tr, Flarida 33"��9 �ro�ard(95�) 972.76�6{��fL) (9�4�.9?2.�C}t� am m�a�im�e mia e�ue���, F.4G afAtllL��F95d-�T 9-��?2 ��T"��LI�N�D 99�4 �T�`�a}��t��.S�L1Tf�t.AfET P�gr4#2. Lab#719Q��� 12� tYE 99`°' �tr��t h�9i�mr',�hores, �'tori�t� •ss• P��B�i.f`7�I! a77/Ttd4✓TiJtT� • • eesams •sas•• . . . , .. . .... . . , ,..... .... ...... . The r�suits of our subsurface study canfirm f�at fhe site is generafl�r`fiavorable #"or :,...: �halt�w foundatians usin� g��technfca/ consid�ratlsrrs. The prapo.��d sfC�r���re m�,�•�be• • • su orted �n shalJow f�undati�ns.. ��tailed r�commendatiart� fvl/ow ' rem irr ••:••. �� Ul.�h�. �65� 9 ..... . . . . . S@G�`(Qt1S C7 ��7�'Y@/?Qt�. •• «• • s• e o•s•� ..•••• . • • • • • � • • • s •.•••• fn order tc� prepare the site t� support �on��ructi�n de�ig!ned far� n��assur�apgiv�' . . �If�w�taf� soE! b�arEn� �apacfty of 200(? psf we rec�rnrrr�nd th� f�l/crwing�}�ro�edur�� �� :'•••� . . . im�f�rn�nt��. •••• 9. Cfear,�rerbb�nd�xc�v�f�the prop�s�d foundati�rr area ptus�n��f�nded mdnE u per�meter of five feet be�r�nd any pro��sed wall f�oting o�-f�unc�ation�f� ent. �� sirc�u/� be tak�n s� as f� irtsur� fh� �ort7ptet� r� oua! of all d�l�t�rf�c�� at�ri�l� �r►c�urat�r��, f/JC�tFC�fT►� alty GOff3�t`UCt1�C! ��'�?Yt�, ��ncref�, �r��nics, gra��, rubbf�, v�g��tatrorr, s#ump�, raofs, fareign material, d�bris, siff�, cl�ys, org�nic�, �n� uck. �. Qnc� thi� h�s ���n �cc�m�fished, c�itnes�ed, ��rrf�ed and inspeeted by a �ecat�chnicar re,areser�t�rfve from tt�Js offi�� o� rh� �ngineer, ��rnpacr the bottorn of tn� ��cavat�d area wifh entY(��r�en��cular)�ver/a�pingr pa����irr��ch of �dir��tions with a l�r�e vi,hrator}rf�fati�cc�mp�ct�r, (?0-92 m�trfc tons�r targer)untf!fh�b�ftc�m 24 inc�►�s af the�x��vatrean have beera com,aacted r`n exc�ss of9�%af the m�terials modiftec�maximum dry denslf,y as per�S7`��-15�fi. Fietd ��n�it�r-m�istur� tesrs andtor con� �enerramet�r tests snatf �be pertor►n�a� t� verify th�r�sult�r►�compactron�ffort prior ta the nex#�hase�f cc�nstrucfion. D�nsification shall cantinu�unti!nr�further se#ffemer►t can b�+risually diseerned af fhe subgrade sur°rf'ace. �ach pass �f fh� r�ller should ov�rlap the p cec�in� pass by c�ne half�f fh� width of the vibrafory drum. A9aarimum speed of the rotler should b� 2 ff.f�e�on�. �or optirrrum cc�mp��fiorr efficiency we recornrnend that the�atts be wfthin +l-�� of opfirrrum mofsture at �112 fftt7�Qf Qt@RSt�tC�k`%A17. �?t'E.'ttttlSl`�}E.'�X@/'CtS�Qt�'Jj/k`/?£.'COtltfi9GfQC QftlCtFtt�t/?��XCc'iVc'#�'IACJ at1t� compactiorr phase of con�fr°uction. Th� ct�se proxfmf�r of art}r exi�tiaa� fc�ur�datiarrs to th� �onstrucffon�ourrdarfes will n�cessitate fihat he utilrz�what ever rrae�n�rt�cess�ry te�irasur� fh�st��ilit�r af th��xisting foundatiorrs dur�r��eanstruetic�n. 7°t1�4�'SM�Lt?1SPE�IAL EM�P;E�T1t)lV� �ARINGS t?�fVSI C�IUG�'ET'E ,4SFHALT �TC ,�4 `"C�;�QT��ffNlC,4L T��T1fl�G���`• � � / F . 99f1p fdW�3rd Sfg��t A�a�#�4 ��&9 t?keecho6e��iv�'.-�uif��m5 ��mpan��ea�h,Fl�rid� 3�Q6� �es���lnt��ach, �l��id� 33�09 �rc�w�r�(954)�72.76�4�(SQl�) (954).972.�4/L 9 �A��tA9tL�##9 9T9���72 �STABLiSN�d?1981 ET�aL?��LLS�Cl77-9.��T° P�ge#3'. L���t?#�719�5�5 923!V�9�"' �fre�t tt�iarr►i�h�r�s, �t�orPd� 3. On�e thi�1ta�been�eheeved and verifi�a►by�ur office or th�en�ineer fh�pr��a���t�'� faundation�rea ma�be�rsug�trt t�construction grade utflrzing cle�r��rarru$�r f�19�}. Suit�;�l�° ••••�• Ctt23fGt`%aIS�XC�Y�tLt�aftf�S�OCIl�?!f@t��tttt�St��tt')c'�j/�7@T�.'ttS�f�fQCbc°�CIC�fI/W1fltl�ftttiE.'TOlIPt�c?�lQt1• '. affer t�sted for a rc�val b the Ln ine�r. Th� c�n�trucfion fi!/ma �be !a ••••%if�ts r�o#'�'� •••••• �F� Y � Y 1� ���'I2. . • $ �XG�@��W�IY�fPtg�'t@5 BR CQlt7�3C�@f�f/?%Glfl?�SS. E�CIi/%�S�tC1U/{��1@ COt71F?i3Ct��.tP.a mini�num i••••. d�nsity�f 9E%�f the m�teri�t's mcsdffied proctar c�en�ity as��rASTM D-?�5�,G1��!rt g�rap4rl�r�• ..... frll shalt be canstruee� t� mean �ranuFar materfat c�ntaining na rn�re fh �,�.b�y w��qh� ..;..' organic ar�d ctay�,y matter and nc� rnan-mad� debris. !t sh�l1 be free af u�g��a�r`�n, fo8�e " ...... rrt�terial,r��ts,ff�er,;br�r�che�,te�ve�,�nd�hc�ufd rrot�onfain anyrock and� 1�r°ger tfr .• . . , 3 inches or 50% �f fihe compa�f�d f��er thfcknes�. • • • • s....� ...... . . . . . ...... 4. Suit�bte mat�rfa/� for u��s �s f�a�cdcfill Gon�i�t of the faflowfng�f s(W�lt g a e�e�. ' • grav�f and wef/graded�r�v�!witlt sand), GP, (�osarfy grade+��rave/and perorly grad�d� wf#h sandj,�W,(we!/grraded sand)an�SP,f��orly gra���s�nd). The exisfing natur�f grour�d and any construcfian en�in��r�d fill strat!b�sampted for pt�oct�r analysis and c/assificatP�n t��fs for suitabili#}r�s r�r�uired. �'ollowing�an�during� fi►e�fe�rin�arrd�xcavation stag� th� are�sha!!be witn�ss�d by an fnsp��t�r from thi�afir'ce or the eng�fne�r for a�Oprov�F p�ri�r fio in-site� �ten�i�eafiora. Th� �x�ar�ated �urfac� a�� e�a�h 12" comp�cP�d fift 4f an-sit� �r irrrporfe� fil!materiaf within the footing ant�sfab ar��s shal!b� fest�d te� within 9�f �f th� Sc�ils�cadified�a�irrtum L?r�r D�ns�ty a��er�4A sNTQ��SI�MATIUId T-1�0 an�'v�riff�d with f4�JQf ��t1�l�",jf-t11C1I5�UC°� t`�Ic��1Qi1Sl'id�S. IYO Y'1�C��d�t1 SItc3JI �'c�K@ �}IiiC:@ ll7 the vicinity �f �ny exisfing fo�tinq c�r� fcaundafron as this rna� cau�e /oe�fized d�ma�� to raearby existfng sfructur��. �ootfr►g e ��drr��rrt sh�6t be of scrffic�enf d�pth�ael�w fh� a���c��rt gra�l����� t� �flttl�I� WC�ft �FI IQG�I c?fT(�c�P4'it IJtIllt�ftit,� CQQf@a. �Ptllli7tlfl? �`GO�ItTf�}! WiC��ItS C?f`�$"an�36" are t`�ca�mmended for ccantrnuous�ral!fct�feng!s and Andividual column p�ds re�pectfuFty,a/though they m�}r nat dev�tap th�fu!l a/1Q���t��b�aring pres�ures. To assure a saf�ty fa�tor againsf �?��P`lt?f� Cc?/?�Ctf}/f�f�tlt"@, the found�tican botf�ms shoufd b�ptaced a rninimum of 18 inches befow the�owesf adjacenf grade, Foundati�ra elem�nfs may be desi�ned�s iso/ated feaotings oras a rrtanolfthic type af foundationlslab s,yst�m�as fong as araaapfe consid�ration is�Aven fa fhe increased shear sfress�s rnh�rent in m�nolithi�systems at tt�e s/a�t�foofir►�interfac�. Surfac�cr�mpactic�n specific�fions shati�e veri�ed utilizing in pl�e��d�nsify t�sts�t the fr�quenc}��f 9 #��t per 100!f of watl fa�tin�, anct�t test�er column pacl. Sla,�ar�as and u�ac�ostcre�k�ec��a�c�iif��rnay b��te�tec�at ftte tr�quency of twe�t+ests p�r 250Q sf, �rcrt in rao e�se fes� than 3 p�r lfft. 6?einf�rcemer�t for f�otings shoutd be propartPor�ect t� rne�t the r�equirem�nfs of ACf 318, Ic3�@a�4't�1�'IOt?, ancf other applica�te codes. 7"P�dR�SHQL.LIISPEGf�1L IlV3F'ECTlQ�lS �QRfN�a t?�IV�I C�h/GR;ETE �Sf'HALT �T� 04 "GE�T�'CFfiVtCr41. TEaTfOVG �" TT P 1 , . 99Q0�tVt�33r��tr�et�E�ay;�4 4369 t?ir�ech��be��'E�d.-�uete AW5 �� ��ra����ch, I�lari�a 3��6� �e�#P�/rn�e��h, �l�rida 33�09 �'r�war� 9�� 972.T6�5 ,��1� 95�.97�.��1t. �.AGSt�RtC�#9�4-371��$72 �ST�4�LlSf�t�C319$? �TE�t3�LL.aC}ClTH.tY�T P�C(��4. (�c?b#799Q5�5 123 M�'99`�' Str�e�t �9tami ShQres, �laritfa Slab-on-grade constructr�r�may be�mployed f�r th�ground fl�or of the 6ur`lsling�(�). Gr�und fle�or sfabs can �be�r dfr�cfl}r on the �ensi�ed structurat t�ii! a€�er the backfif��t��l'• compacfiion operations hav��b�en c�mpf��ed. Praperjoint�shatt be pr�vide�att�st juncft'b •"••�• of fhe slabs with the�butl�ing walls andfor calutatns so that� �m�//amount c►sf ira�epend�#�' ". rrtav�rrr�nt can accur withaut c�using dam�ge. A mQt�ulus Qf subgrad�malc��p�12ft pourr�s •••••• » . . per eubie lnch (�ci) rnay b� used far�round flaar sla�d��ign. .... , • •••••. . . 0 • i f!•!• 9•!! • •i••• • • ••i!4• •• i •OYf• Faundatiorr� desi�ra�c�ar�d�onstructed Nn accard�nce�ith fh�rec in�r�d�tfca����'" ..,... tfti� repear°f ar� expecfed ta su�tain a rr►axrmurn t�t�I �etttem�nt caf 't ir�cf� • diff�r�nt�l •• �etttem�n�s be een a�,%ac�rtt f�afin�s of not m�r�that� r`�frtclz or apprc�xt�ttaf�lyorremh+�lf o# ....:. the tofa/ �et#lerrtent. t�i�tortiarr� fihat ��ccrr atong t�re walt foating�s ctqe t��.�itf�r�n�ra�V' . . ....�. settf�ment shotald nof be mor� fhan 1 fn 50Q. •• • • •• • • . . . .... An irnpervious m�mbran�shac�fd�e in�falled b� e�n the unc��r.�ide of the f/o�r�lab �ncF ttre soil.�ub�tr�te ta�e e a�a 1�arrier ta moi�tur�rise from t�e�u�&�r�d�. �?rdfnarr`l�r, a 90 mif thiek�`rlm af p�ly�thyt�n�i�suft"icf�nt for�this�urpca��. H�w�m�r,��me fF��r��verfngs a�r have a c� parafi��ly.�er��itiv� te�leranc� to rrr�isfure flux �h�t a ftrin�a�ty�thyten� fi! canncat�up�res�, Und�r these c�ndttiorrs, oftr�r types�f rnoisfur�e merr�br�nes may*ne�d�c� �e�onsid�r�c�. The natur�t ground wafer fa�ble w�s�f�cQvered at+I-�'0"at fhe time of our.�ubsurface ex�tarat�or�. �luctuatican fn the �bs�r�e� gr�u�dwat�r tev�l� sl�ouid b� expect�d dcre t� ��a�onalr�infatt vari�t��ra�,se��onal ciim�trc ctran�es,�c�rr�tru�fion acffvifyar�t�c�fh�rorr-�it� .�p�cific factor�, MYDf2�(/I.IC CQIV�UCTl1lfTY �ne,(1)"Usua/Open Hc�fe"exfeftrafian fest was�aerformed far this phase+�f ft�e pralect fn aceordance with SFW14�I}speciffcations fa a depfh of 1Q.Q feet b�l�w grade. Tl�e test��s performed fn �rder fo calcul�t�the hydraulrc conductivify of the in4sifu �u,�soiEs in ord�r to �valuate fhe draina�e requirem�nts for this projec#. The eaiculate� av�rag�d laydr�ulfc CAft{�tiCflVf�,Y' W�'S $.�'S��X 7Q^-J Ctt�fC f@Gf�?@C S�CQtTt�, per sqcrare foot, per fo�t of head. �►etailed soit descriptfons and itaw rat�s, etc,, ar�enc/o�ed al�ng!with�ur tesf boring r�part t�gs. T'HtZLSNQLCtISP�Gt.4L IPlS�'�G?'IQNS �C�RfN�S D,�tV�/ �O�Cf?�T`� .QS�t�,ALT L7"� ,Q "G�QT'�CNNICAL TEST`lt�G LAB•< � / , . 19UQ�tE�/33r�SPr��f-���� 4369 Qk��cho�bee Blvd -Suif�r4s5 f'�rrtp�nc��eactr9 F1�ricfa 33� ���f��i ��a��r, �lor�fe�a 334�9 �r�ward 964 9T2.764� ��IL 9 r4.972.ad�1L F�4CSlh9fL�#95�1-97'tm�'872 �ST,4E3�f�HE1?99$9 �T� ��L�lJt17"N.��'T Pa�@#a. L��b#719�5�5 ?23 ldE 99`�' �tr�+ef Mliami�hcar�.�, �`(c�rid� FL�XI Le�P�411�` �`MT� PA1�lN� .... . . • a s�s• •seo•• t�Ye recc�mmend using a flexible pavement s�ction an fhis projecf in ar�.�evhere/i�rh�• .' to m�ctium vehicl�s wift traveL �'lexibl�pavem�nfs combine fhe strength � rabi af •••.:. s€�verat layererl companent�tc�prodt�ce an ap�ro�riafe and cost�ff�ctive ce�rf�b'fft��ion. in arty :s...: durnp�ter pad ar�as�nc�for any h�avily l�ad�d deiiv�ryy areas we recamm�n&'e9�ing�:rlq�cj. • • .... � ..... corrcrete pavernenf. . . ....�. .. . ..... . . . . e ...... �or pr�limir�ary ff�xibt��averrteng d�sEgns we rec�ammend usir�g a p��:��,aent s�cti%n . censisting caf��t�biliz�d sub�r�cle,/imerc�ck base cc�urse,�nd a�sphalt surf�e Co�rse p�aee� ....:. orr t�p e�the existfn�subgr�d��nc�it ha�be�n ccamp�cfied�nd�takr`Fize�ir�.�cc�rdanc��i�h• R * ftr� fo!lowing sp�cifications. �`l�xibl� desi�n crit�ria writh ar�ticipa'���f"' t�'affic,fo,�� ••�••• . . characf�risfi�s and p�vement d��ign life f�r fhl�prc��ect has naf been submif�ed fo u�'�� thes c�afe. �TABILI�EL? SU � AC?� The st�b►Pize� �e�b�r�de �ra�y be eitt�er an ien�ac�r#ed materi�l ar � �lend c�f on sit� eac�str`ng sub�rad���i1s bf�nd��ln accordan�e with F�QT sp�ciftcatiens f�r 7`yp��or T�r�� �stabifiz��subqr�d�. VI6�r�c�rnrnend th�t th�sf�bfliz�d�ubgrade haue�minimum Lirnerock �@c�t'!11€�F���IQ Q��O�?�Y�@/it. W�f�G017#tt1@i?t�t/Ta��I7�a���.?lJ%Z��Siti��f�t�@�l6'?ti1(tlfti'fU af 12 1t2G17@� tl1fClC. /�� e�� J The base�Qurs�maybe c�mprised of�rush�d limesfone iaaving a minimum E.imeracic S��rrng Ratio, (L�R} vafue�af 1�Of, a minirnum ca/cium carbonate cant�nf of 70! �nc�be� minimum of�.0 inchea thick for light ta medsum tra�c loading. �'or he�vier traffic loading we r�comrr7end increa�fng the m►nimum thEckness fo ?2 fn�h��. SUR�`ACE CQC/RSE It1 Il��tt t0 t??@Q(AU/X? ft'a�[C aY�c�S � T)/�� S-"I, T�pe S-N/ar Type S-!tlR, FDU7`�ertifrcd Mixture As�h�ttte �oncr�f� �/�x�ble Pavement rr�a,y b� crfrti��d �s a surf�c� cours�. We t`E�'G�171RT@tfif�tllc�� tITF� StiYfaGL CQtIYS� f?c�VG' � 17'►Bf1%tT'?Utl? fIFICI(f'!@SS AR�'I.J ICtC�i��, however the destgn�arameters hav�n�t be�n pr�vide�t a!s of this date. tf�ost effeetiv�,current stand�r�s af th� FDQT Road and Bridge t�esign criterla for a �up�r Pav� NJf�€ur� wltta an equivalent traffie l�ve/des�ign m�xtur�a� above wit!be ac�ep��d sf al/t�vv�d�y the�r�g�ineer. T'tf�E�HQLDl�P�G1AL f1VSP�`GTt(?!V� ,�Qf2fNfaS L}�fV�l �C}/�t�R;�T� A�PNAGT �TC .4 "GEt"�TECffNP�.41. TESTftV� �" � • �� � 8 d g / s �9Q0 iV�33�d��r��t-�a��4 A�369 {�k�echs����fv�'. -�uif�A-5 ��m,aa�mo��a�h, �f�r6�a 33t16� t�`�s���lrrc���ch, I�Iarida 334�9 �r�r��re� 9a4 97�.7��4� �QIL 954 .972.�t?/L �A�SJn9tL.��954��71-��72 �STA�L/S!-t��?1��� �T�(,a?�EL.�St�fJTFl.t�dET Pa��#6. l.ab#7190��5 92�N�99`"Street �i�rrai Shc�r��s FIA!'ICJ� ,G�ensity and thickness r�c{uirements sftoutd me�t or exceed thcrs� ����i€r`�d ir�t19�•� Flarr`da ��p�rtrrr�nt Of Transportation Standard �pe�ifa'cafion f�r Rc��d .a F3rf���' ••••�s Consfru�fitan, �ection 3�0, Gurrent �dtfion. fn areas anti�ipat�d to susf�ln+�reavier tr�t�t'�" '. /caadirt wr� r�ecommend utfEizlr► 2 inches, mini�num of T � 5-9 As haftil�C•nerete.'ff`i� •'•••• �, � ( ) .�P R �..�.s . re�omm�nde�tnar tn�as�natt�� concr�r���mor►�€�red ar tt��aspn�rt ptant��,�rn rn� f�etd e....: by ��st�c��st Te�ting & Lr►�aneering, Irr�., c�r the engineer far qualify co �j�'h� qc�ls�r'° • ` ..... �ssurance c�urin� the asp�halt pro�u�#ion and p/acerrrer►fi�ar�cec�ures. •••••. e. . • • . . .�..� . . . .. �. . .. �...�d ,�.�. •. tn areas �i��re ��ry la�av,y lo�ciin� is anfici�aated such as toadin�ar�as.o�dumpstur R �raclosur�s rve recc�rrrmenc�a ri�id pav�ment�y�t�m �f not les� than 6 inch�es of''r�inf� •••••• ` . , COt?Cf"@tG. ���� s •�Eser t os e � • • • mos• 517��'PFc'LP,4RATION ln order to pr��ar� fh� �it� �c► �upport ��n�trucfion d�signet� �'�r an a�sum�tive �l/c���bfe s�if bearin� r,a,oacrfy of 2�00 �asf, �� r�comrnend the fotlawir�g proc�dur�s �� irrrpl� ented. �. C/��r, g�rerb and "de-rrauck"the pav�rne�t ar��t�tl�e d�sign pra�fe pfus �n ext�n�fed p�rirrr�ter of tvva fe�t�eyend any�artstructian lrmits. Care shauld be takerr s�as tQ insur� the c�mpiete reme�va! �f all �urfa�� dei�terfcsus mat�rrals encountered in�ludinq a//vegeta��c�n, �t�g�nr'cs stump��caot.�, fcrreigra �feri�f, de�ri�, silfs�ctay� or muck, 2. Qnce the site has been cleared and appr�vedy U4Hl�P�it(G iLA[edRGI�Aaflt6a4d fA!4'6By in-sifu with an 95-98 tan, (rnetric) vibratory r�ll�r, {Dyn��ac 6Q2�, �r larc�er)untif the bottt� 2 feet c�f th� ar�a has been cempact�d in exc�ss c�f 9�°� �f the materia/s madffie� maximum dry derasffy a��aer AA�MTC? T=9�0, �ach pass of fhe reslter shoul�►�veria� the pr�ceding pass by an� hatf af the wfdfh of th� v�br°af�ry drum. Ntaximum sp�ed of the r�ft�r shc�ufc� be 2 ft.lsec�nd. ,F�r optirrturr� compacti�n efficier�c� w� t'@COIT`iRt�l?� �'�7e'it tE?E' SC?!tS �J@ �ttltlJ? +I L� �f G1�}t%Ct?4tlI1 tT?OBS�ttP@ e?f �/1� tltT7� C}� cfensificati�n. �ar� should b� utilized tn th� surfa�ce campa�tion �ha�e o#' construct�on as excessiv� vibration c�rr e��mage ne�rb�r ��isting s#ructur�� and ufilifies, Ttf�E�ttOL.Q1SF'ECfAL fN�P�CT7lJIV� E30F2t�fGS D�AfSlTY Gt7NCR�Z"� ,ASFH�I�.T ET� A "G��TE�HNIGA� T'�STftldCa L14�" � � / . 9�(I��iM 33rd�fre�f-�ay� 4�61 �k��chob���lvd,-Suif��4-5 P�rr►��no���ch, �fe�ri�'a 3"�0 ���t F'aBrrt��a�h, Ft�rid� 3�409 �r����re�����} s�z.� ��s�r�} �s��.s��.s��� ��c�in�rc��s s��saaz� �aT,4�Lt.�'a,H�L?198`P �T�u k3�Lt..SCJtfTfi.M�7' Pag"e#7. La�b#799t?5$5 123 N�'�9`"Street Mia i Shc�re�, Fforid� 3. Once thfs has been accorrrplish�d and veri�ed by our offsce or fhe�n�r�a�er th�sr'��. ma,y be brought ta cc�nstru�tien grac�e utifizing!ctearr�ranufar fiit as d�,��rt�ed�b�:`�,�. •••::• The fr!/m�y be pl�c�tJ in fifts no# to exceed elv� inche,� in com ��thick • ....., Ea�h lift�tt�uld be c�tn�aacted t�a minimum dertsify of38f of the tt�� a�'s m�difi�d . . •M�ass• p!r�acf�r density as per A.Q�HTQ �e�ign�tiorr T-180. Glean grart�tler•f�r!! sh�f/ b� . . •�ssee �anstr'ued to rrt�an gt'anu{ar rnaterial��nta�ning n€a more than 5°fo by" ght ort�anic ••••* and clay�,y matter and no rnara-made aPebrrs. lt shalf,be free of�r�"� Q�n, f '�Pre ••:••' mat�rfalq CO�iSq fiber, branch��, l�aves, arrd sho�rtd not cc�nfain an��ro�k�nd�r�P�'l ••,••• .....� * . t�r�er than 3 in�hes�r 5�f c�f fhe cet pacted lay�r thr`ekness. ; a ; . . �...:. 4. W� recomrnen�t th�t tft�se �r°����ures be verEfi�d with in pl��� nsity; °� . . ��rf0r ed a#� frequeracy of not/es� fft�rr four density t��ts p�r 2 �f#f�rt�,wq��€ �••••: ar�a far tl�e sub�r�d�an�the bas�cour°se seetie�ns of the pavem�nt. Sampl�� �• �e����tiv�materi�Is sh�ufcl be r�turraed to t/�e l�b�r�tory for suifabilify ver�fr�ati�n. This verifr`eatic�n shauld include, but nof b�lirni��d tt�t��R t�sting, ProGt�r�4n�fysis, �i�v� Anat,�sis, Gtassi�c�tion t�.�t.s arad Extr�ctiorrlSfabifity t��ts for c�rtffi��tiora purp�se�. T U�'T�/ PL� SP' GlF/�AT/ S l/1� 1t is r��ommended fhat thrs �ffi'lc� �be pr�vlded th� o�portunity te m�ke a g�rrera! re�e�w c�f th� fc►undation and �arthwo�k p6an� ar�d s�ecffrcations pr�par�d from the r-��a m�rrdatfon�pre��n#�d in fhis repor�t. �ur� repeart h�s b�en �ritten ��t a �uideFfn� r�corn �ndaff�arr format and fs r��f �pprapriat�f�r�us��s�spe�ifrc�tl�raAgyp�fc�� at. ft i�r��omm�nded fhat fhis rep�rt n�t be m�de�p�rt�f ti��ct�ntra�t do�uments, h�wevev, f�al70ttlf�f3e ftJ�C�G 1�e�fl��?IE'fCh�1'OS/.��Glfl/G' e�ntractors for Enfarmateon purpc�ses. The tar� a� en trati n Te�# T ��� The Standard Penetrati�n T`esf is tfte mc��t�orrtmon[y empl�}�ed to�t utifized to fdentif�y ltt-Slftl SU�Stft"��C�' S�fI GOAttf%ftOf'dS. TI?� "N" vaJues a�tafned frorr� the boring �ar�vfd� an aGCUCafG �Sflit?af(Off Of ftlf@ft1�I af?iJ CI?e�l'�C��t"tS�%CS �UC:I1 c'iS f�Ia�lY�' t�f.'1756�}f, frate�na! shear s#r�n�th,?/t�12 Of Itt�@Cft�I fY1C�lOft, and the a��arax�mate rang�of the�oif'�unit w�ight. The�e "/d"values repr�sent th�resist�nc�of a�r'rrch diamet�r sp/it s,aoan sampler drlv�n by a 1�Q �ounc!hammer fre�fa/ling 3Q inche,�. ,�ach drfv�of fhe 2�ir�ch long s�ati#s�rr�an fs d�vid�d irato f�LtY SfX !I?Gl? ft7CC�B17G'Tt��. TIIG S�Gt)t7Qf c�C?Ar ff7fCt�lt?CP'�171�CI�5 c�C� �tJ��l@f� �O/JY4C�U�� �l1@ RNF �alue fsund�n�rour�rep�rt. TH���Fft)Lt?/S�EC1,4L 1tVSla�CTIQ�tS �t�R1�GS �E�I3t GQNGR�7`� AS�'M�Li' �E7°C � °`G�C}TE�HMI�'AL 7"�ST'lld�t�A�„ , �,�_ l 1 � � . '89f�Q N�/33rc�Stre�f 4�a}��4 �4361 C7l���ch�bee�lvd. a Suif��4-5 ��ra��ana��ach, FO�r�fc�a 330�� �����at �each, �f�rfda 334t}9 �rcrwaref 95� 9T2.76�� St?IL 954�.972.�t}lL� �'�G�tA9lL.��9 �79-$$7F �S7',�t�Ld�EI�!)9959 ETE�a��L.Lat?UT°N.N�T •..e 6 E , • •i•9 [� .p¢ppjg,(gq/� pe ! 4 • •s•Os! S"�6���N'G. L4�&J�! I 7Gl�OJ •! s •Y Y! !• 923/t��99t"�tr��t ...... ..:. e...:. . �f�/Xtt.5`�tOl`�Sx �{(1f`t't�� e��e�• � � � •��s •��s�• • • • • • t •����• •��t• • •���• Th�Standard Penetration 7"est afsa�itow�for th�reco�ery af soi/sarn�a9��whicN�r�, o•�••` r�turned t� �ur laboratvr,� and visualFy exarrrin�d and clas�ified. The S�f�T��ampf�s a�� •••••• �3t�3�f�b/@ fOt'/c`tbOt'FtttJt y fes#1t7g if t`@qu�St�d. S�mpleS �t'�2�ett�t`�f1y h�Id f0�,*"3�C�yS u�tes3 ....�. �therwis�dir�cfed�ay the clPent. ••..:. ' • • . . . . . ...... �. � . ` • . � . • .... An appraximat�grour�d wa#er f�ble r's �bt�ine�f�°�rrr the �orehof� upan cam,oleti�r► af i�he drtitrng pracedure�. Th�s vva#er tabt�i�usefuf in the g�rrerat�valuatiora raf partfcular s�id eonditicans, ar�d may giv� tn� cor�rr�ctor sorr►� rns;�nr fnt� wnar�an be anrr`cip�r�d durraa� C�r,�tru�r�on. it sn��rta��r��ted tn�t tn��r��r,��ar��teve��i�r f��,cr�at�sea��r���r�. r�,►� l�vel may al�� be �ff�ct�d by /o�a! c�r�wel�wns, scrfl c�n�ftiorrs, and the w�t�rsh�ds contributior�to th�underlyrnc�aquif�r. /f shnuld not b�censtrued to be a measure of the sai/s �ee-rn�abilit�, or c�f the c�ew�ter�rr��haracteristi�s of the sit�. ,4/thc�u�h th��tan�►ard�en�tration f�st i� an� c�f ft►e most relfabl�methcad� usec�to fd�ntify soll charact�ristics and t,yp�s, it rrtay t�nty�re�ares�nt a smaft frac#ian�f the m�ferial� actualfy de,aosit�d at��r�site. As ls eorr►rnon fndu�tr}!pra�tic�,w�hav��ssu ed a unifor ity of profrle be e�n bQrin�s tt�provide a subsoi/profit�f�r�ngineerfrrg pur�o�es. This,nrofile is�frictl�r based on th�data e�btafned�rom the�aorings, �rrd if unusua!�r v�ryfng c�rad�tfon� �re f�und w��h€�uiti�be n�fiff�d imm�diafety. A t�S�tS @3f�3t`@aSljl/`�j)/'@S�!?�c�f6V6 Of tlfi�lt7ttt7E»'�tc?f�IOCc�t/Cltt��St@t.�, c�t7���1@ CG'1%�,�ltll��jf of the conclusdans are a direct result of fhe quanfi#y o�f tests performe�f. An� �ariati�n in locafi�n may reve�/�imilarl}r�om�change�in the d��vth, thickness, textur�, and conditfons of fhe stratum encountered. tln/e��specifieafly st�ted c�th�r°wis�,and sp��eff�alty direct�d and�r�ar�anged by th� crter�r, arr �r��arE��rs are ta��n w��rt� r�s��ct to rn� �xastrr�� ��o�r�� ��►�ace ar tt�e t�r�e o� testfng. �oring tocatfons are usually o�itafnee� in th� field by pacing �ff distanc�s �nd approxEmatfr�c�rig�ht�n�l�s fa landrrrarks and property corners. MQre precise lacatians may ,be obtairted from on site�urv�ys and plac�enent of th�b�ring/�c�fir4ns b��L�n�Strrv�yor, R�gist�red in th� Stafe of Florida. These s�rvrce�are provided at adc�itiorraF �a�ts an�are �eyonc�the sco�ae of this r�port. TNR�SNt1LDt�PECJ�L tMS�E+�TIC)tV� �i�RfIVGS ��tVS! COlV�RETE ASPMALT �TC � "GEC3T�'CMNlCAL TE�T"tMC�L,4�" , � 7� 7" � l , / . 19fJ�l�Gt�33rd�tr��t���y#4 �4361 �k�ec/z��a�e�lvda «�crFt�Ae5 �'arrrpan�Be��fr, F'l�ri�� 3346�4 l���#�"a! ��a�h, 6�1�ret�a 33��9 �r�s�ard(9�4) 9�2.76�45(�C31L} (9��.972.�S�iL �A�'SlAAtL�#3 s7'f¢��72 �SFA�LISN�C1 99E1 �TE�a£3�1 CSC�C1TN.hl�7' .... � , • • .... ...... ' • • ! .. : .... . P��e�#9, Lab#7°f 905�5 .e.••• •.:. ....�. 123 nl� 99"' att`e�t ...;,� . . . �lc� B��IOC@Sg F�Of 1�� •s•e • � ••s o s• • i • • •f 4 i f• t i 8• R !4 M•• •••••• • • •• • •Y•O• • f • R • i• i• • •• ••R i•i Th�dat�pre�eratcd her�in wtas�btained f�r the spe�ific,oa�rposes sta� ��h�.�repar�, ,` e3J3t�S/10UJC�tTO�,b�CJ7%SGt}/1S�CU�1�fCt a�?��jf���t1�'�ffl@!'CtPCUtXiSfc'�!?CE',projeef��r a iflar�us� ....:. eae•• ttf7/@aS SO�/3LClft�t��tTA+s�Glt�t"8�S@t.��?,�!t�I@�/?�It?@�C Ctf C@GOCAf. ' • • _ . • • s •Pe��• •► • • •• • s • s s ••s• Tharrk you f�r usfng �AS7"���4S�' T�STEMG AIU� EMGIfVEERIMGp IfYld.p f�r y�c�r g��technica!need�. SttocrFd yotr n��d fcrrf�terassistan��with tiar"s�rany c�ther pr�l�ct,pl�a�� �ont�cf this off�c�. Re�pe�ffcel�y�ca� itt�d, �ASTG�A�7` T��T`l�� � �N�IAFEE,RIld�, fM�. ��rfifi��t��f�4ut�a�ri��fi�arr�3425 ° 2/25j2t�19 �«�,��,�,��� � � � �. tf��. �.�. Graig� S �th, F'resedertf State �f�Icar��da �59:3�5 S�nior e�t�chni��l r� in��r f.°Idata6wpdocslspf1719Q58�.c�.rnh 7`Ff�ES�fC�L�l�PL�1�L lNSF'�CTI�AIS �QRf�(GS t3�'��l ��P/CR'ET� ��PMAE�T E7`C A '"t"aEQT;E��fIVt�AL 7'�STlIt+G �>• � ��� � �7" 7� � l� � � 1 � � � ���a ?�fJCJ�t��3re���e°��t A�a� �361 ��C����aca����O�c�. A�`cri���F5 �c�rrr�a�r�c����ett, ��car��a �3Q6� �t/��f�at �e�cla, �l�ri�a 33�Q9 �t'cr�tr��c1 9a�J 972.T�a�4a� �C?IZ. 95�.�T2.��CL. �'�1�ad�i1/L�#95�-�T i-�BT� �SI'A�t�fSf�t�G719�9 �7'�@��LL�S€JtlThf.IV�T ..•. . . . . .... �..�.. . . . .. . • ..e. s • • •iO�ii !•f• •����f • •!i!i• ` ` ! •i•• •r i Y 6 i i P • ! � • •i p i!O 0 i•• • !M Y•• •seeu• ° • f S S !O!�• s • s • • •s •• s ss s����• ssa��s • f • • • • APPCNDIX " • • • ••••:• ...... • • e . . . . . ...... .. . . .. . . TE�T B4RING I,�G� • • • ...� EXFILTRI�TIC)N TEST �ORINC� LC}CATIC�N N�P SITE LO�ATIf?N MA�' 7°l�l���F�f,�1��IsF���f,�41,1�����7'It?11�5 �t�Rl�t�� l����t7`�' ��1V���7"� ���#�f.�L7' �'7"� � "C��t�7'��Ff�1�.,4� T`��T7�f�L��" � ' ... �� . ���m�m� � / � l . 9900 MVI�33rd Stre�f-���#4 4369 f�lc�ech�be�Blvd. -Suff��-5 �ornpano�eacta, �Iori�� ���6� tM�s��alrra,���c�r, �l�r�ic�a 334(19 ���w�rd 954 972.�6�5 �C}lL. (���.972.�SC)BL �AG�I�IL,��#9 ,�71 A$872 ESTi0.£�l.1�I-f�t?198� ET�a���L.L.St�UTH.��7" 1 � 1 •w•• LR�ORRTORY NUM��F�: 71�����-� :�QRk�NG NR� F�: �... . GLIENT: i�N�cio vi��.e��uEva " �IJST`Q�R�# - . PF'�C),1�GT: PFdQFQSED SINGLE FAMlLY RESIDENCE&DRAINAGE-V,�CRNT •••.•CREIfV" EF: F�!E•• • ••••ea PROJECT ADDRE�S: �zs r��sstn s�rR�E�-�niAr�i sr�o�a�s,��o�aiQa .... aFZI:L�F�: kf ; E3ORING LC?GATIQIV: -so���rarH�so�w�s�r o� rr��s��Ro��RTv ee��r�eR �..�.' DRIl;�`tR1�'# • GRC}UN� W�TER: +/-8'0" DAT�: 02121t19 ���v: N!F •••••• CA�WG: ��• SUF�V�Y NC}T GIV�N UNl�ESS NOTE[�: �.E.G. BELC?W EXISTING GRFI[�E �C}CATI�NS: � A R�}X UNI.� � ,0.KEA.. DEPTH S�tv9P�E �t?RENG NUMBER: 1 PAGE NUR�BER: Q��C?� ••N: ' SPT • FEET Nuh�BER VISUt�L SOII� GI.ASSIFICRTIC�NIAASHTO M1451A>Ttu1C?2487 DEPTH VALU�S :SI.Q{jV PE12'�'"' � � GRAY FINE GRAINE�SAND TRACE ROOT 8r�I�T, (TOPSE�iE.j 0-0°-1•0` ��• � � e��f 2 2 �RQWN FIh1E-GRAIN�D SAND LiTT�E LlMESTONE&SILT,{�R) 1.t}-5.{�' � • � • 12 3 14 13 4 6 11 10 � 10 1� �i � IIGHT GRAY-BROWN FINE-GRAINED SAND LITTLE �IM�STC7NE 5.Q-8.0' �1 �� 2� 7 FR��n��N�rs.(�P) 1� 1� g 8 16 �3 9 4 ��zowN F�N�-�Rair��o saNt�, (sP) �.0-10,0' 15 13 �p 7 15 19 11 12 13 14 15 16 BQ7T£3�QF�OR1NG(a�10.0 FE�T STdNRARD PEN�TRATiON TEST�ORING: BL�WS PER F04T ON 2"0.�.SAMPL�R WtTH A 35 L@.FIAMM19��FAt�LiNCa 3Cl" S�tt tNYESTlGATJQN&SAMPLtNG�YAUGER SQRFNGS:A.$.T.M.td?452fSTANDAF2t}F'EPtE7RATtC?M 7ESF:e�SThA tat586. tNE SAMPtES GCJtLEG7EC3 CQtVSt17UTE A A9ttVU7E PEftCENTAGE C7F 7ttE SUBSQILS AT ThfE S/TE. &S A MUTUAL't�ROPECTtQtV TfiE SO/LS WILL BE STORED tN OUfd LABtTRRFORY FAGtLt7/ES FC?R A AdA1flMtfM OF THREE(3)MQM7HS.Tt1E OWNER,A(2GditTECT RtYD70R EPJt'atPIEER Rt2E Ef4COURAGED Tp VISUALLY 1NSPECT SAMPLES PRIf1R TO PURCHASE QF PROPERTY RND DEStGN OF THE S7RUCTURE. i��SP�GTFUk,LY aU�#�tTTEI�, EASTGQ�IST T�STtfdG & ENGIN�ERlPIG, INC., c��-r�F�ca�E o� Au�r�o��z��Eor� �s�.�� �,.,,�� 2/25/2(}19 �� �`�� p�(q[,,jppp� (q �j.p��(�p]�,�� p�pp{ p� T q c /� p�T —,� dY1LAH-AAlYPOTI�V A. 1-0H4p H`.�. 4fFYMFG SIYl�R H� PFl�a7�B.ed�17 E V6H1�(1 4YGV 1�9s(lPI�SSPM1�Gf�LiE���fl Ft�QRIDA R�GISl"RATI�N No.59345 7HE tNTEN7 QF THiS REPORT IS NQT FPf2 EPoVlRpPfMENTAt AURPQSES Uh'tESS SPEGtF1EQ. 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THE �GGUftACY 08TAlNED �Y MEAStJ@?EPtEPiT Q GA�CUI.&TI QF A CL4SEf� GE9�4ETFti� EPGURE M+AS F�Utdp Tt? EX�EED TF115 RE{���ER�EPET. —W�L� IC7EIVT1FfEG� FEANRES AS t}�PIC 6Sd 7E�lS SKETGN �E R�EASURED TQ ANE} ��T7EA�lEC? NORI�OAITAL POSI11�la1 �CCURAGY OF 0.1 FEET. —LAMDS SH{3 HERE6N l�RE �OT ABSTRAC'T�D, THEREFORE SHIS SE1R1�Y ES SUB,��T TO �ASEA�EPtT�. 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Fcsx: (3Q5) 221--9Q�4Q c� �� �na� a z� s nosterllcC�rn�if.com ` �� co s 7a s � n �v ��r rwAT�nt�s a�ru� r su��v�n� rr t� {�Eo n�e� is � �y e7n ,,.x�... ��.:n�;.r�,k 16 �� 4 14 8 TRUE AND RE�T TO TiiE T t�MY KNQ (� APB� EF' AS �€ it.Y St1R �- _.l 1 T PALRA 3 4Q' 16 �ND QR� UN6E�MY SUP'ERYi9f�Fd. iHtS SURVEY FLtES K9TH 'iHE STAN� S t'� �c���'� tr� �v�e r� t�A �on�z� e�� ss�emst n su�v� s t� ANTe7Ni� FIORE, F�SAA t�t 5J-47 FL DA INlSTRRTtI�C . PU �NT 1'��CTi 427.0�7 Fl. �A PRt3FES510NAE� SttR� �ND kidF�F'ER Ncs, 51$4 ST.�TU STRSE C�Ft. t7R sc�€.ea 1"'=2C�' ��a ��: F.A.�, ��F����cE: 10-26-1� �i��a a�a��: 19—�fs5 ���. 07—t1-19 1 I �� :����� ����;������:� ' • � 1 C 2C3C35C�N,E.2nd Avenu�, Nli�mi Sh�res, Fic�rida 33�38 �����: �r�E:(�os) ���-z2�a�a�:(�o��7ss-���� � a���.� n .. ��s�����c���r��P���v�������;{�os���z-���s � � �st�r ��rrr��fi �1�.� �° �� � � � � Sa�b��rc��t �1�. C������a��� � ���c-r��� � �c�c����� � ��v�s�ar� � �x�e��s�c�� ����Ev�.�� ��1����a��� [� �Ec������a� ��u��.�c�c���s ���� c�� � ��������-r�tar� � sr��a� c ��r������� ����►r��s �ca�����Ess: 123 N� 99th ��r��t Citv: �{iami Shores Cc�ur�tY: Il�iami Lade Zi : F�lic�f P�r��l#: 1'9 43206�Q13-21$1 _ts�l����aiidir��F9ist�ri�,ally��si�r��t�d,Yes. .. �C7 _._ C�ccupar�ey Type; �oad: �onstrue�ion Type: _Fle�c�d�one. �FE:� FFE:_ _ c�e����; �a��(�ee s�mpie T��ier,e��c�er)���e Qlivir�� �r��p Me�m�� �L� ���ne�.3t153005174 �ddress:293 R!� 61�t Str�et �k�y: Mi�rni 5t�te: FL �ip: 33137 � �en�ntJLessee�1arn�:_mm �._ Phone#: �f�aGj: a�c�I�ctricaEc�gmail.c�rrrrk ��. c��� ��c��,c�m�a�y€v�me: ,0.11 Ab�ut �onstru�ti�r� 1�� ��,�,�,��#: 30530Q5174 �c�a��ss. 455 � �i�e�yr�e �iv�r C�r c��y: IVli�mi �..rs���e: FC ____�.__z��: 33169 �z�,���f«�����: C�ni�l � �"�I�d� ��or���� St�t�Cer�ifica�ion czr Registra�i�n#: ��'C1526794 Certific�te of Cc�mpete��cy#: �� �. [3E51�I�E�;�Arcd�itectJ�ngir�e�r: .�_ � �__Ph�ar�e#: _ � Ac4dress:� �.. � City: �State:_.�_Zi�:� ���: � ' �;��P 7�.�7 2�Q0 S ft lt�lue c���csr�f�r�h�s P�rtr�it:� � �t� _ _.___��_ Sq��r�jLir�e�r F�s�t����f t�c>a�k: q _ 1`y�a��f lAtcsrk. ❑ Additie,r� � �Ite���tian � �lev� �..� R�p�irJReplace � Dernc�Pitic+n ea�scrw������f�nrc��k: �ingle �amily R��id�nce � _.�.__..� �_.___... _ S ��i ��1���f��l�r�th��a t�f�e Scab���t�l F��S�.� ��P�r�'st��e$ _ CCF$_ CC}1���� .�.. �c�r��ir��F��� ��c�c�a� F��$ _.�.�.. ��R�� v._ ���_� �cat�rY$� T��h€�c�lc���F��� � 'Traia�ir��/�d�ac�tic�r� F��$ �_� .._ �__�ea�b��F���� _ ��r�act�sr�9��ar`s�r�r�$_____� _.__-___ �m_� _R�._�.�� _�. � �car�ci� � TC}T.4�FEE RIC�t�[?t1E$ � " � (Re�f s�c�2,124I2C1�) Bondin�Cc�mpany`s �ame{if applic�bl�)____._ _n ' �c�ndin�Ce�mpany's Address ._.� City State _ �� ��P �__��m_�__ Il�or��age Lender's �lae��e(if applicataEe} _ Il�ort�a�e l�nd�r's Address ___ �ity_____ St�t� �ip Application is h�r�by m�d�to abtain a permit tc�do the work and installatic�ns as indica�ec3. 1 c�rtify that ne��var�k or insfiallatit�n has eomm�nced prior t� the issuance c�f a perrr�it and ef3�� �II work wil6 be per�e�rmed tc� m��t th� standards af al3 la�s regu€atEr�� eons�ruction in this jurisdiction. I ur�ders�and ehat a separat� permit must b� s�cur�d f�rr EGECTRI�, PGU�1Bg�1C�, SIG�3S, PC?C?�S, FUR€�A�ES,��?I�ERS, NEATERS,TA�KS,AIR CC3�C?(T(QP�ERS, E�'C,.�.. ��C�Eit"S �FFI��1�1�T: E cer�ify �hat all th� €qregcr[ng infQrmatican is �ccur�te and �h�t aCl wc�rk will k�e done in ce�n�plianc� with all applicable laws regulating cerr�structian and ze�ning. �� � � � s � � � �� � � � '�� � � � �� � � � �.� � � � � �� � C � � � � � �� � � �� . �� � � �� � � � �� �� � ��� �� � � �� � �� � �� � � � ��� � � � �� �asr Nc�tice to�t�a,�trccant. ,�s a cc�ndiEfQn t�o the isscre�nc�of a bu€ldtr�g p�rrr�it v�ith an estr`v»at��v�fu�exee�r�i�rr���SU(� the applier�rat rra�rst prc�mise ir� gc�od faith thcrt a cc�py r��the notice c�f cammer�cem�n�c�nd cc�nstruetrc�n !r`en tcrw broehu�e �vil!be delf�eree�to the pers�n wrhose prr���rty is sut�ject tc�crttr�ehrner�t. �ilsc�, a certified copy ca�the recorded nc�tle�of cc�rr�rraeneemerrt must be postecl caF ehe job sit� fc�r the firsY ir�spectir�n s�hich c�ccurs s�v�n (7) �lays aj7�r the buildr`n� permit is iss+aec�. t t,�e c�6s�nee €af scre�r p�sted nc�tice, the fraspectiQn wrll not be ap�roved and a reins ectic�n fee�vill kae che�rged. �� ,,%�'� .�`' .�`"`r e .. ` .� �.. � 1 �,�% � �� � ,�'�.� ���,,m.�-- ` ,� f� -' `I'� ,;�° ..f��°°J �'�-�.`��.-�" ���� Si�nature �, � ' ��. Signature rr � `-- �' .`�.� ` C?�Vh�ER t�r A�ERIT CC)NTR�CTt�R The for�egc�in�instrum�nt w�s ackr�ove�ledg�d befor� rrce this �`he ftaee�c�ir��inctr��ment v,ras acknc��vledged before rne Chis __�. dayaf G��`��� __, ����.� _, bY � ` ._m_dayaf��?"�Y�3��` �._ , 2C} �:�� b � � �` �, Y '� _� � �_.� /'�t � �-��r`��=r..�`� ,�,rho is p�rsor�a(ly kr�o�n ta ����� � � �„�=������ ,whc�,�s persc�n�liy knownet°.b r���t�r-v�ho has produe�d__._ ._� � ���__.. �__ __as me c�r v�h�s has produced �� ____..__� � as identification and�ho did tak�an oa�h. id�nti�ieatia�l and�mrho did ta�e art o��h, �i�2T�R�'Ptt��IC: t�t5`7A�tY�lJ�ll�: t; , �� � � ,,.� s �; r � ' << � ___. Sign: �- '' °�%`..��.� � ,�,`- �_�..��������� S��n: �����.w������� Print: �` .- °�� � a �'rint:_��—���.. ��`a��E �. `�,,��� R{�St1�3��,GLIILLFN (^ ,q„af,t� C�At�{�� L.��t�11 R __� (^ { �v ec�n��zss���r��c��aa78s J E t�(. 4Q�9,Rl��(t�/>s` ...T'C,'�4�1, �° �+�,t�at�ry Fub1i�-St�e�c�f�(€�rid� �,���� ��'Z S�.tvlarch 29.2023 p* �� C�r�e�ri��i�n � �fN 22743 `��, ��� i�y��rr��ni��ioe� ��pir�� ``rrr°tir�p°�' 5�pt�rrtb�r 26 2Q2� ������:� �a�������������������������������:�w������*��������������a����ce�������� � � � � � $ i' n ,�F �: �PPR'?VE[�B5' �_ ' ��� Plans Exarnir�er � _��_____�4ning S�ruct�ara( Re�iew �ler(� {Revsseat�2/2�JzC?14t CFN: 202Q0576364 BOOK 32137 PAGE 701 . ' � t�AT�:1 Ql08/2Q24 Q3:28:50 PfU� ��EQ �ac z,��o.ao SUFtTAX 1,912.50 HARVEY RUVIN,C�ERK OF COURT,MIA-QADE CTY �'�Tez�az�ed�v and z�ctu��i ta: I'efier Previfi Aftorne�t�t t,aw �eter�r�vzti,Ese�e�ire 5825 Suaset Dxiv�Suit�21(} iYF�arn;i,FI,33t�3 3Q5-6�i2-95Q� I�ile Nt�tt�l�er: I�lein_L)reyfus Wi[1 Call No., Fareel�d�:t�tificatic�n i�1{a 11�32€)6-�13�-21i31 ____[Spncc AhUvc Tltis Line Eor Rrco��in�Taata) ���`�"c�tit� Z}E��� {STATLlTORY F�7RM-3TGTI�N 689.42,�,S.j TI11S�]�dellture made tl�is�' d€�y�at_�`�'� ,ZQ2p k>etweefl :Vlin�o 7126 C3iscavne LL,C:,s�k torida limified li�bil[ty company whe�se p�st t��ice adctres is G815 B�sca�i�� B[vd., Apt. 31$x Mzami, TL �313�3 of[he C'ounty af Miar�i-x)acle, St�te of I+lorid�, �E-antor*, �r�d TH� +�LIVIN�: GRflUP HE7IVIES LL.C, a F'Eorcla t��z�t�d lis�t�i[zty campany whase past oftice aelc�ress is 2�3�'E 6] Stre�t,Nli�mi,FL 33I37 c�f th��Qt3t�Ty of i�Ii�mi�I7ade, Si�le Uf�`larida,grautee�', WI�Ii�SSE'��2 that said g�•�ntoz�, fc�r a��d ir� �c�nsicP�rf�Ei��i of'tt�e sut�� e�f'[`�N A1�`D I���l1Q� I7C)LLAI2S {�If�,�O)a1�d ot�ler �oc�d ancl v�lizabte co��siderat�orls tc� said�r�ntor in h�nd�ai�`1 by said�r�r7tee, t�ic reeei�at wherec�f is tzereby acknawled�ed, I�as �rar�led, b�rgli�ed, and sold to the s�id grantee, and�rai�te�s heirs atitl assi�t�s for�verr the f��lc�win�describec�Ir�nc�, situate, lyi����nd bein�;ii�it�Fi��ti-Dad�C4unt�,Tlc�rid�, ta-wit: LoEs !7 F4z I8,Bloelc ]6, iYIIAMI�HOI2LS S�;C`I'iCll� T AMFNDE�, aec�rcting to tlie gl�t k�ere�f, re�ordecl ia��'L�t Botak X�,PAge 70,�af th�Public l�ecords af Mzanai-l�ae3e CauntY,Flcaric�a. �ublect��t�xes f�r 2Q2{� �nci �ub�et�€��nt ye�r�; ����r��n��, �onditi�►ns, r��tr`tctians, ea��m�nts, and I�nni��tian��f record, if�ny. af�d s�id �;ra.n�or d�s hcrcby fu[fy warE•ant thc ti�le t� said 1as�c�, xrlci will c�efe�td t�� san�e ���f�inse lawfccl cl�inl� o�'F�ll persons whamsocver. �"Gr�ntar"�nc3°Gcantcc"�rc us�d t'ur singulxr ai-pluial>�s eantcxt rcquires. �rl W�tn�ss�Vh��'�tif, gr�intcu�has l�a�re����to sct�ranEox�'s l�az�d ac�d se�I Ehc d�y arld ye�r fi�•st a�aovc r�rz�itte�t. Si�nc�, sealec!�nd d��i�re;��e�3 in�ur��res�:nce: _.� Mi�rut 71?6�is yne C,a Flc�rida limited lia6ility ��:� et�r�Zp�» -" �.°.""."" _,..� _ �/ c�...�.- '�FFl ' �J' �_ �. -'_"' __'_"'_'"' '"'.�_.. t�a'itt��ss Nan�e._ �����l�'=z--f�L�> �.,�,�_ Sl�elel�n Klein,Mar►���r -' i _ . ���-�--u-�-- — -- � � --- —__ � W iclie.ss �e: —y'�r;�y' • .���-��t..�t� o�u�i�r���� CFN: 2Q200576364 �t�QK 32137 PACa�702 , . State oEFlorida Cc�ul7ty�f Mi�mi-l��d� Th�f�r�going iz�sh�c��erit was �c�kz��wledg�d befc�i-e�ne by'me�ns of jX] pl�ysicat �resence c�r [� cznCine nt�tari�atic�n, this �� _ d�y c�f �%`'����- , 2(}24 t�y Sttelc�or� I�Icin, :v4anager o' t�rtirnc� 7i26 k�iscayne I.L�, a Florid�� lirniteci liability cc�n7p���y, �rt E>e]�alf of rhe eoni��ny, whc� �_]is �ersona�Iy kno�vt� tn xn� vr [XJ t��s pradi�ceel � cirivez�'s ticense as i ciet�tific�kic�n. ���'�� � �....�...... ._ _--- ______. _ ------ [Nc�tary Sea[] p��tfR�Vi�t t�ry Public ,s;p1`�iv.'�f°4�;. :,;a �nv c���ts��t�r��a��rt�o� _*� �_ �X�a���S:Apt11���2022 ted'�ame: R�'�.���;�°�"� 8ort�ad Nts Publ�c __ �_. My C�mmissiaFt�xpiccs: tNur•r�unrl,I_)eed f4ltrtzrt:rr�a�I i���nr)-T'�gc 2 �41JbleTime� L�eta�� by �r��zty Naz��ze P�ge 1 of 1 � .._.�:���� p<,,���x4� �v ,.,�� .��r �.�� ,:� � '� �a� z��,�. �� 6 , � " � x � � . ��'� �,�*� �� � ��tw ,.��� �� �,���„�..� � ��t,� _ {..s�,;,}zx€m_n�_t 5 3 t, ! �zu�s;<��^P r,�.�rsc�_atE�7�� 1 `�.,:�€�_h_r2t_m.;��. i S�-, ..I_t�l�r t iy�t��r t ���[� �� �'1���� � � Florid� Lir�it�d�iability�eamp�ny 1'hi�C�l�iVEN�GR�UF'NQ�E� L�C FiIIe� Rc�fcsrr�aatia� �ocurrs�n4 Nurnb�r L2000Q285986 F�it�IN t�urr�ber Nt�N� �ate Faled 09I1�/2Q20 �tate FL �tiatu� ACTfVE �rlttC@�?�E�$ddC��� 293 N�RTNEAS�'61 ST STREE�" M!A€thl, FL 33137 tt��ilir� �ddr��� � 293 NC�RTHEP,ST 61 aT STRE�T MIAM(, FL 33T37 �� ��t�r�d A �����a�n���ddre�� �1'IECaEL t4�UTR�(�'A, P.A. 1840 SC�UTNWESZ'22ND aTE�'EET,47`Fl FLOC}E2 MIAME, F�33145 �uthcari��t3��r�ca�t�>C��t�il N�rr'e c�Addr��� Titl�MC�R RAfv1CJP1 GlJIL�EN�UAF2E� 293 RIC}RTH�AST 61ST STR�ET f�lA�Itl, F�33137 �nrtt�$t�� �rt� 6Vcs,��n�al l��p€ar#s Fil�d �tac;tat�a�t{tra�c��� t;�}i_?z�?7_w_��€}t!�_ir�e�t. �.u_ei�;ty Li is iE:ag�. G :;r !c�rrt��t � h�t�:lt��� c�.sunbiz,or�/��c�u���y1�o��c�xatic�n���xclalSear�hR�sultDetail`?�nc�uirytyp�=Fntat.., lfll2712020 " � Rcsn C3eSantis,Gavernor Nalsey�eshears,S�cr�:tary ������ � , �� ��. � �, � �� � �-<<,, � �t� ,., „_ w , �. �� m : . ,�� � �� � �� � -�. ti� ��;� � �, , �. �;�= � � ' ,r ��.,., �� �����' ��� ���✓���,� ��� ". k � � �� ���������� �� �������������� ���������������������'�Ir� �. . . �� ��� . . . � ��� T}�E��GE ��E L � �����` `������`C����'��� � �����i�fi��[EC�����1PJC�EFt T�IE �� �� � �� � � � � F'R(3UISIC��S ����#,��T`�� ��9, F����C}.�5�'�T1M11"ES �- = � � � � � ���:�����` �.����"T����`���1 ��C, ��� ����� ������������� ����� I� I �������= � � � � �� � . , � � ��� ,��,��� L1C����: 1���1���:������17"�4� � . � . . . � �;� . ,: ,r.����,�.�aox�e��,�rr'� � . � � . � . �:�C�'IF�,�TIC?t�l D/�TE: �U�lIST 31, �Q�� �{v�r��s verify lic�r�ses �r�lir�e �t �rF�a�rida�.ic�ns�.com ■ C}c� r�+�t ��t�er t�is �c�cu�rtent ir� ar�gr fe�rm, ■ � T1�is is �a�r [i��n�e. lt is'u�l�w��l fc�r�ny�n� c�ther t�an�he licer�se��tc� u��thi� d�cum�r�t. � ; , ;;, : � �� : �. � � ': ` ���rnr �3�d�Gc�it���rr�����ci#�F(s�rida , ,����� ���.�.�- � ��� ��i� � ' ��s�a� ���,���x ,�. � �r,�� °�n� � °: �c�����o�. � � ��� � � � �� �� � < � �� �� �.�.� � ���`���ts t����t� , � ��F'T�1�Ci����0 �t��1 tt�� � � ` : ,� ! 4�S��S��4Y'�l�F�2[S/�R t7R tviusflze�isptayed at pt�c�-�f husine�s B�1A1�+11;�L -.,�'�� ' • �rscs�c�tzt�oucaty Cucte �ha�st�r Slc-- r 9�3c 4U � ''�" Q$NNiER ��. .���. S6C.'�YPE OF Bt7SBdYE$S ���. l. �.7�`CQ�i�TR Tit3Pf�NC ��vnnE ��c�'v�� �� CaEh1ER ILDItdG �v r,ax cp1.c�cao�t Cd(�(?NIEIf'`E.F'C?4.E t2U F4EF2 �O�lT Tt�R ` $�.�i 1O/Qf>12020 �cer{s} ; � c�sz ' {i t�2�t�-��- oss a�� � ' a x " �,� m� �s ' �� i�n� ��rc� ; D� �Car� ' se r� ` �qa ' .toe� .Ho# e pty `" �r� `� ' �r or non � i ut rq taws�nd, r�me icbaPPhf w 6usin R�E1PT�0.abare b�' 1 " an�!1 c r�i�I vsriis —�Ai i»D�de Coc�S� � e"s ' i8 � e� � JIM�Y PATRONlS CHIEF FINANCIAL QFFkGER STAT� QF F�QRIDA ��RAl2TMENT C?F FlP1ANGlAL SEt�V1�ES �IYISIAN C3F WC}�K�R�°GQ�tIP�N�ATIt}N *�'CE�TtFI�ATE QF EL�CT'IAM TQ �� �X�N9P°T FR�NI FLARtDA WQRK�R�" GQMPEN�AI'IQN LAW** �QNSTRtl�Ti4N INE}t1S1'FtY�X�MPTIAN This certi��s that fh� individual Eisted b�low has eE�cted tc� be ex�mpt fr�m Ffarida Workers° C�mpensation law. �FFE�TIVE ��Al"�: 1Q/1312Q20 �X�IRATIQN �AT�: 1011312022 P�RSQt�: QN1�l� E TC�LEL�Q �MAI�: AACEL��T621�1��.�a�?GMAlL.CQM FEtN: 611695059 BUSIN��S NAME AND A�DR�SS: ��1..ABQUT CQNSTE�U�TIC?N BNC 455 SC?l1TH �IS�AYNE I�lV�R DRIV� MIRMI, FL 33169 �CQP� �F �tiSIR1�SS 4R TRA�E: Door and Windaw Instat(atian Geramic Tile,Indoor Stone, Wallbaard,Sheefrock,Drywall, Contractar-Projec4 Manager, AE!Types Residential and MarbEe,or Mcasaic Work Piasterboard,or Cement Canstruc4ion Executiue, Gommerciai Board Instaliatian Within Construction Manager or �uildings&Dr'tvers GQnstruction Superintendent IMP(?f2'fANT:Pursuarrt to subsecEian 440.Q5(14},F.S.,an afficer of a carporation uvho elects exemption from this Ghapfer by fiEir�g a certiflcat�of el�:ction under ttris section may nat recdv�r benefits or compens�tion under this chapt�r.Pursuanf ta subsection 440.95(12},F.S.,Certi�cat�s of eleetian fa be ex�mpt issued under subsectian(3}shall appiy only fo the eorparate officer named on the nQtica a9 election ta be exempt and app(y only within the scape of the business ae frade listed on the notice af election fio be exempt.Pursuant to subsec4ion 440.Q5(13},F.B.,notices of electian to k�e exempt and certifieates of�Iection to be exempf shatl be subject Co eevocation if,at any time after the fiiing of Yhe notiee ar th�issuance ofi the certiflcate,the person named on the notice or certificate na longer meets the requirements of this seetion for issuar�ce of a certificate.The department shall revoke a certificate at any time for failuee of the p�raon nam�d on 4he certifi�ate to meet the requirements of this section. QFS-F2mDWC�252 CERTEFICATE OF EL�CTION TO BE EXEtv1PT REVIS�C?(3$-13 E01241234 QUESTIQNS?{�50)413-1649 . e ��,�#�R�� � i�mi hcar�� illa�� ..�. ��,..� I 1 �� ���� �ao�o N.�.�na ����,�� Miami Shores, Fle�rida 33138 1'�!. (305} 795.2204 �a�c: (305) ?a6.89T2 ic fi r — r r � ti 1 r c ti , , �:.�Y.... �.i+...a, 1.�.,\\. ��••::".� .�\ � ..�.`,� .�.... ........ .. . ..��.., a.. '... '.1�. ::..�. �..\..\.�.�..� .c . .`�..c:� \�.,1 1 �' Fiorida Law rec�uires Workers' C'onlp�nsation insurance coverage under �hapter 440 c�f ttx� Florida Stattztes. Fla. Stat= § 440.4�5 allo�s corpt�rate Qfficers zr�the corzstnzction iz�dustry to�xemp�then�selves fro�z�this requirement for as�y eonstruction project prior tQ abtaining a t�uilding per�nit. Pur�uant to the Flarida DivisiUn of Warkers' �ompensatian Etnployer Facts Brochure: An employer• in the constr-uction industry wha emplays one or mare part-tizne ar futt-time employees,ineiudin�the c�luz�er,znusk abtain workers°cornpensation c�v�ra�e. Corporate of�cers ar �nembers c�F a timited ]iabitity ca�npany (LLC} in ttle canstn�ction industry may �le�t to be exeinpt if: 1. The officez•c>rvn�at least l�percent of�he stack of the cc�rporation,or in the ease of an LLC',a staternent attestin�to the minimum 10 percent ownership; 2. The officez- is listed as an c�fticer af the corporatiorx in the recards af the Flot•icia Department of State,I�ivisiora at�Corporatic�ns,and 3. The eorparation is r�gist�red and list�d as active with the Flarida Depat-tment of State,I?ivision of Corpc�ratic�z�s. No more than three corpoz-ate officars pet• cor�paration or lir��ited liability ec�mpany m�r�lb�t-s are aliawed ta be ex�.mpt. C'e�nstruction exe�nptians are vatid far a peric�d of two years or until a valuz�tary revc�eation is filerl or the exefnpti�n is cevoked by tl�e Divisian. Youi•cantractor is r�questing�p��-rnit ur�de��tfzis��c�rkers' comp�nsatic�n ex�mptian and has acknowtedg�that he or sh�wili zaot nse day labor,part-tim�empiayees or su�conYractors far yoa�r�roject.The contractor has provided an aff davit sta��ng that he ar slze v�ill �e tl�e only�erson allc�wect to�uc�rk on your pro,jec2.In thes�circurnstances,Miami Shores Village daes not require verification c�f warkes•s' compensatian insuxatzc�eovera�e fram th�eontractat�'s conxpany for day lab�r,par�c-time employees or subce�ntractars. �Y SIGNING BELQ�r YOU �1CI�.RI4WLEDGE TI�r1T YOU HAVE REAI1 TI�IS Nf�TICE ANI� UNDERSTAND IT� C(�NTENTS. � � �`� ��� �� ';. r 1. "ignatLu-e: �' �.`°�' �` , Qw� State of Fic�ricia County of Miarni�L}ade The foregt�ing was acknow]edge befare me this ��( day of ��%�'���� �r �,2Q � �ar�. 4 � / ...� ` - . BY ��;������-t C������� who i�personally knowin t�ne or has ps•oduced as identi�cation. � � d�.. i�datai�y:�� ��-��.� � `�._�.'�.�',��.<�� �_-�-��-`�-`�` �- ,�'�'e��,�'� J�CIL: se1,�i.lt r6� imd�^{pV��•� t�Mt�y�� "���tery F"ua6i�-sc�t�af Flc�rfa� �, �� Ct�rflmi�sion ## k�M 22J43 #���o�tti{ti`'` S�pt�tnb�s 2$, 2Q24 � t�O��S � . ����c.r��� � < �.E. ,,,•�� �ar�ti hor�s rlla e ����T�44►���� ' i �'��� �' 10050 N.�.2nd Avenu� � Miami �har�s, Florida 3313� Tel: {305} 795.2204 �ax: {305} 756.�972 CO�VTR�CTC?RS' REGISTF�ATIC}N 1F CQNTRACT�R IS A F�QRIEIA STATE CERTIFIEL� �t?NTRACTC}R; A. COPY OF QUALPFIER'S STATE LICENCES B. COPY aF LOCAL BUSINESS TAX RECEIPT G. GQPY QF LIABILITY INSUR,4NCE* D. CQRY QF WORKERS COMPENSATI�N INSURANCE* (Workers Compensation EXEMPTI4N must have NOTICE T4 QWNER form and Contractor Affidavit) IF CONT CTQR HAS A MIAMI DADE CUUNTY CERTIFIGATE QF CQMPETENCY: A. CC?PY OF CERTIFICATE OF COC�PETE�lCY QF QUA�IFIER B. G(�PY QF �OGAL BUSINESS TAX RECEIPT C. CQPY OF STATE REGISTERED CQNTRAGTC�R LICENSE QR f�lAMI DADE COUNTY N1UNlCIPAL CQNTRACT�R'S TAX RECEIPT. D. CQPY 4F LIR�I�ITY INSURAC�* E. CQPY QF VypRKERS �f�MPENSATlON INSURANCE* (Work�rs Compensafiion EXEN1PTIt�N m�st have NOTICE Ta QWNER f�rm and G�ntractor Affidavit) �YQUR INSlJ t�CE G�MPANY MUST ISSUE A GERTIFICATE AS FQ�LQW: Certrficate H�Ider: MIAP�!SHQRES VI��4GE BLDG D�PT 10450 NE 2ND AVE MIA(�I SHORES, FL 3313� C�rtificate must specify the description of operations or contractor license number. ................. .....�.... ...�.......... ...............................�............... �USINE�S NAME:����� ����C��� �"���°��"�� �,. � ;� �sr \ BUSINESS�4DDRESS.�`�`�� � ���.����' �i��� t,/�CITY �`_�' 1����.� STA,TE��--� ZIP �'� ���`� �us��v�ss ��o��: � ���'� � ���°���� �� F�x�u����� � CELL PMONE � } QUALIFIER'S NA�E: ��'��d L� �� ����E� ' QUALIFIER'S �IG NUMBER: � �"7 � ��.��� `r�� @ s � Ail Abaut Constructi�n INC. Eleeuicai&Genara]C ontractor 455 S Biscayne River Dr Miami,FL 33169 October, 27, 2020 State of e Florida: County of. (�liarni D�de Befere me this day personally appeared Oniel E Taledo whe�, be�ng duly swarn, Deposes and s�ys: That he or she b�the only person working on th� pro�ect lacated at: 123 NE 99��Miami, FL 33169 .�'� � -`."-'"r� ,f'a' ""-'" -'` ,/` �� �`' �� �-�'��.�--��,s-F` a -' , Cantractor Signature� Swarn to (Qr af�rm�d) and subscribed before me this 27 day of C)ctober,2020. �y �:.;����.� __�v��'�U��:: Personally kno�vn �� QR Praduced Identificatian Type af ider�ti�cagian Produced ����`� RC��=�l�z:€, ULIII,LET� �: �#t:'z .��'i�?C?��GG3(�d1$S �I ; ����� €i!'it�! �. 12€,tn 23,2423 ; r � + , �~���`�� �f p. z �� m.�-���? �,�_� ,����_ � Print, Type or Stamp N`��e f Not�r}d � � t`" �at�r�����e��r MIAM� �` PO �c�x 33C731� � ' �liarni, Flc�t�id� 33233-t13'16 ,���,,;��.��v T 786-268-536C1 F 7E36-268-�150 v�r�t�ic,a�r�at� �a�t� C�ATE: JuI 19 2tit9 B�DG PROC�SS#: M2Q99Q11546 vF# ��.' � !� �-��;� �NvoiG�{s>�: �i ,�e�4 1'Mt��C�F2M t�NUT v�1.IC?w1TF#C}t�1°A�'AtD IhIVt}I��ANt� 6'IF2�S t}Pt�Y R F�Utvl fikiE C3�T�C3Pt Ft)Ftl1� PROJECT NAME: 123 NE 99 L.LC F'Rt}JECTfAGREEMENT NElMBER: 2019W �'�tt�t��T t���C�C�' N: N�VV 3<�4Q2��1� ��P�th�A�"�F2!��i�'�1�t��t� CENC3 V�G�t�"fi NC} � � =a� � �Q � » � ��. •< � g � 1"E3� 13�9�1 'S��N�9��T' 3�'93�t 17�i8 16 �4Q2 0 � a� � �� �� � � � �� � � � � � .�� �� � ��� � s ���� �-� � $� Wat�r N�vd�Gttstt'tac2t�an N� (�o htp 5052 TNIS VERIFICATI{�N LETT�R CERTIFIES 1"HAT AVA(LABi�ITY OF A WRTER AND(OR SEWER NiAIN C}NI�Y, RND IT DOES NCIT GUARANTEE THE EXISTENCE C)F A WATER SERVICE lIRlE, FPRE �INE QR O� A �EV�I�ft LATERAL WITH SUFFICIENT D�PTH Tt? SERVE THE PROPERTY. FC�R ADDITIONA� INFC>RMATION EMAi� ���t�Cl�€�����C3���€��'{����t��C���}�.�{3�. SHC�U�C? IT BEGC�ME NECESSARY TO INSTAL�A SEF2VIGE LINE ANDIOR A SEWER IATERAL MDWASD REQUERES TNAT THE DEVELQPEFd RETFtINS SERVICE�FRt�M DESIGNERS ANC}CC7NTRRCTC}RS W(TN SKILL SETS FC}R DESIGNING, BUI�DING,ANd�C)NNECTING TO PUBLIC WATER AND SEWER SYSTEMS.A WATER RNDIOR SEVVER AGREEMERJT Ntf�Y BE REQUlRED. �i� 5�����1"3C3�t �t?� ��°� �7£�sl"E�#� ��#24����� G�fI�.L �� �4�C3������ l�r'1i'h� T�84� F�Ft�} �Atd�? � ��f�l�l�� t��'��2P��� ft�,��` �� E���Gl3Ffi���fF����6��&�""faQ�t�t��'T�1�4h�����. TN{�IS TQ CERTIFY THAT TNE MIAMI-DADE WATER ANE�SEWER DEPARTMENT C�CI��H� R{�t)3 INCN WAT�Ft�a4lN:�NDIC}�2 D���M�T FIAV� A{N) lNCH GR.4VITY��WER MAIN A�UTTING TNE SUBJECT PRQPERTY. ���� _�� ��<� �� .�: � �� ��� �: SFR 3001-500Q s fY 31p olunit 1 �310 . Q � � �� .�- � a. � m �, Vac�nt Land 0 ; C! . 0 WASD Water NtA "� 314 �� 0 �� ��3�.� � $ O.Q� . Ns� � �tc� �a a�� .�a: a a. . . . . �+���.�� a.� .�a �s �a�. a s a. a�. � Q,(�}(� ��. � e �.� � � a � . a� � . . . . �1t� WE ARE V�lIL�IPVG TC3 S�RV�TN�SU�.iECT PROPERTY,SUBJEGT Tt�PROHIBITIC?P�S,C?R RE�TRICTIC}NS OF�C}VERNM�PiTA��GENGIES HAVING JURiS[�{GTIC`�N{7VER MATTERS t}F TH�ANTICIP�TEQ GAi�.Y WATER AN�IOR SEWAGE FLdW Ff�R THI� PFdflJ�CT WHICN WELL BE TN� NUtv1BER C?F G�LEONS P�R DAY INCR�A��STATEt3 ABOVE. IF"WIl.E.HA\0�", UPUN PROPER CONV�YANCE AND PGACEM�NT INTCt SERVlGE t�F WATER F�N�IOR SEVVER FAGlLITIES RY THE C�EVE�t}PER UNDER AGREEMENT IF APPLICA�GE WITH THE DEPARTMENT. FURTNERMORE, APPROV,�L OF A�L SEWAGE F�t}WS INTO TN�D�PARTEvtENT'S SYSTEM MUST BE OBTAINED FRC3M D.E.�.M. SU�J�CT TO RER`S T�RMtS ANC?GQt�QETIC}NS SET FC}RTH!N TNE G�NSENT[�ECREE{CASE NC}. �;12-CV-244Q0-FAfv9j QR QON t}NSIT'E S�WER TREATM�NT&DISPt�SAL SYST"�M RU�ES&STATtJES. �� � � � VerifiCati�n Form-Residential Fi-A Water 90 1.(l0 3Q.0{} VYater Allocation C�rtificat�:-Initial 90 1.CiQ 90.00 � . �� r� $120.OQ a � � + . $55fl.90 C�MMENTS: Refunds are based on the date of payment and subject ta State Statute 95411. Same fees are r�at refundable. QnEy 5/8"meter for domestic seruice and no irrigatic�n meter:Yes OWNER'S RESPONSIB�E FC�R NEW C�R UPDATED SEFdVICE IF NEEC}ED,ViA A SIR,TIME IS RPPROXIMATELY 10-12 WEEKS. CUSTOMER NAME: RICARDO E BERMUDEZ GUSTC�MER PHf�NE: F�r�p�te by: �e[ky�P�r�r� Approved by: J��qu�lin�Rt�dr� Prir�ted Name of Reuiewer Printed Narne of Supervisar ,�t�������h��.�ae��r�€s���iu�*�t���'sr���€�r�L��t�r�ca{ap����stsfd��ta�an�.�Yfi�r Page 1 of 2 � d ��`c��E:I x�P�� `'.3'�3�l�.'C ��1�4,�� ��) �C`7X.�.���J��G �� Ntiar�i, �Ic�rida 3a233-C316 ���m��,a�.��,� T 7E3�i-�t�H-53��E=786-��8-5150 Water Supply Gartifieation Nurnber:WSG-2�19W-VF-459 Water Supply Certification Issued Date:�iuly 19,2t11J �uslding Process Number:M2Q190115A6 Ag�ntlRepr�sent�tive: Owner. RICARCIQ E BERMUDEZ Re: Adequate Wat�r Supply Cerkificatron for fihe Pr�j�ct 123 N�99 LE�C,Numb�r 19�2���tiN V�s 4�9 The Miami-Dad�Water and Sewer L�epartment{Departmentl has received your request to receive water services to serve th�following project which is more specific�lly de�cribed in the attached Agr�err��nt, Veri�cation Farm, or f�rdin�nce �etter. Pro�ect t�ocati€�n ��� � � �� � � ��� � � � � ��� •� � . � � � 1932C16�13�i�i 1�3 t+l����" �3�3�3 17&1� 96 ��Z�2 a A �<� �m � ���.<n �� �a � ��. SFR 3Q01-50C1Qs�ft 31�(l dlunit 1 � �310 0 � �� � �: e •: Vaeant�and Q'$ . 0 • 0 T�ta1S � . #� _ ��� �, s�a � : r� � ��� � � �� o �� & s1� The Department has evalua�ed yaur requsst pursua�t to Palicy CIEaSD and WS-2G in the County's Gc�mprehensive Development M�ster Plan and �imiting �ondition Na. 5. crf the Scauth Florida Water Managemen� District Water Use Permit Number 13-000�7-W. 8�sed can its review of all appli�able information, the Department herekay certifies that adequate water suppEy is available to serve the above described project. This Adequate Water Supply Gertification will expire if a building permit is not applied fc�r within 365 days of the date of issuance Qf said certificafiion. If an �greement is executed for the proposed praject, the certification will remain activ�with th�tarms af the Agreement ur�til such time as the building peemit is appli�d far. I� a k�uilding permit is applied for in aecc�rdance with th� afoesmentioned conditions; this c�rtification wiil r�mai�aetive with the building permit process. Furthermore, be advised that this �dequate water supply certificatican does nat constitut� Department approva! for the proposed project. Additic�nal reviews and approual m�y be e�quired from sections having jurisdicCie�n aver s�ecific aspects of this proje�t. Shauld you have any questions regarding this matter, please contact Maria A. Vafdes, �hi�f, P(anning and Water Certification Section, (7€?6) 552-819�ar via email�t r���v�lc9 c�rr�l�s�i��c��. �v. Sincerely, ����cy�P�r�r� New�usin�ss R�presentative Page 2 caf 2 •.. , , � � � � t � � \l� 3:r \.. - 1 ..,ti S...�:.1.. 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E!ias.�'�.��";��e�9�t'YkiU.?�',"�'st?��+"v�14U7rt�lk.�c�;;�Y&��Za�#�i1��t���4`.<�.�:��fs��t{',,fisaS,ftll.�4��t.,`�.,�t�,�.�12..`�.�,�.`��`'.�"�'�'a.�.`�\cll�.�;�e.a`ti.`tit�.,�D"�S'�.ea`:ae1i`.�l'�.xa.�ai`a.i�\z�lS.,'��1.?:;�`:�k�.`i.�`��,`�..t;.�..'�i.�`;'5�...14�s��4�t.��b`a�,,.`,�;�1t�,I4.A� '�`�... ........ .. . . � �t,r —���:. �� ;:�� _ .{. ���'.;. ?'" ���u��a��;�J � ��;;���� �- �._u;��� ��, $ �7l�,�1:�1� ��.�r� ����;"��; , �,.;'��3w` s��.��`��� 3u��i�i� ��i?z��i �����'?f'?`� �T '�'�'�7I�`�?� � '� ""�:.i� l�a� �'�.�u�� ���3,� , 7�:�x��7`��5 �`u�.�� ? j� , ._..._____�_�y'y�,'n� ��->, �is��?'. ����L�`�7�' ; �a,.!„��>.;� _�______._,_�_�,___ ��?� _ �'���A�'a`� . i;��� .;�����t , ��.�� �-r,� �,;�,m �—r ��� '=�� �;i�� , ,o :,*: �-�:�A � ! 1� b � a j � � Vitat�r���wr�r�ep�rtrrt�r�t �D�w��z�in���Affi�� P.C�.Bcsx 330318 Miami,�[�33233-0316 Inu�ic�Numb�r N�Q064699 Cust�mer Number (3�t}27��5 tr�voi C}a4� Juiy 19,2019 �usines�F'rc��e��Nurnber{X) 2Q19197793 °Cc�tal�A,rrtc�unt t?u� � $550.90 123 N�99 l.L� 620 �V�5(��'�FZ t�ll��l FL 33137 ATTN: �ICAi�DQ B��MUC}�Z P�ofie; ER Wat�r WCG'S FOR NEW 3,402 SF hf�W SF�REF�LACiNG V�IGANT I�,ND AT 123 NE 99 ST, �Ft S�w�r F.1 1 320601 321�1 PR���SS�M2Q19C}11546�;builtler VF#19-2019W-VF�4�59 AgrB�m�nt ID �� � ���� ab � � ,� � ,� b �� , VF Ft��(R-A}V�l�t�r 1 EA 3U.Ot� 3t�.Q� O.QO 3t?,QO ��WAS�W�ter 310 f�F�[� 1.39 430.90 Q.(}0 43C?,90 W�ter�tlloc C�rt Initial � EA 9t�.Q0 90.4Q Q.00 90.00 Total Standart!Ch�rg�s $550.90 'Tot�l tnvc�ic� $550.90 �s�� �� uu,����� �����j�, �`�q �����������°' � �� ���` ���t,�s��,�� ���S�,k��A�.� �Ew'`�a� . . �����'���::� � ���, ..���� �,���;���;.. �:`��'���� � ������ t, t �4�V �� ��e���i'�u�3�� ���`�'�.t�� ,�� aa�'�������.�`?4� .. . . . . . . . .. ... . .. . . . . . . .�..� ,.+,s �a�:,. .,. ��: , .. . � . �C111��L�Oi`l�/'I�f�Q'����+�'�J������t����Q��E�� �,.�..� ,�,�o� .�,b.u.�, w,� � @��a�,.. ° �,�„'t�� � To pay�nline go to: i.��'� ��,�a, �u� ���'�a'� ���r�+�ra�cn��t b�r��d��ifihi�72 h�c����f r���i�����n��o��. R��ur���are ba�ed�n th�ciafie of payrr��nt ar�d�sabject t�St�t��t�tcat�95-'11.Sc�m�fi��s�r� nc�t r�fic�r�d�bl�. f�e�artm�r�E uf�tes��tl�t€�r� �r�� Econc�n�i� ��sc�ur��s ���,��°����� Er���r�>nrr�c�r�t,{( Rc�sc�urc:��s,4���r����;�:aY�et�t 7(71 P�i�V 1�t C'taa�rE f�tP�Flt�x�r ��� . ;�1r tr��i, �I��ric�� �i 2 �t,-:3�31�? T �(15-3 '-f�°�(�7 E� :3t�5 ��:'-€��f}7 ��rlc���. �i€����:�, {�ay�ar �rei�mid<�cle.�c�v �ugus� 12, 2Q19 123 Rl� 99 L.LC 620 NE 5Q`n T�rrace, Miami, Florida 33137 F2E: Tree F'�rmit Application �1 Q222 f�r�h� praperty locat�d at 123 N� 99'h �treet, Nli�mi, Florid� 3313�. (Fo(ica # 11-32Q6-Q13-2181}. Good m�rning, The Tre� ar�d Forest Resources S�ction is in receipt af T��e Permit Rpplic�tian #�1 Q222 for the rem�v�l �f multipl� n�n-specimen tr�es �nd fr�ifi trees within th� abav� referenced parcel. Pee th� Miarr�i-Dade County Gode the f�llowing activiti�s ar� �x�mpt frc�m tree rem�va4 permits: R�r�c�val �f trees f�ar the cc�nstruction of a r�ew single-family resid�nce provided that: 1. The I�t is an�-h�lf ('f�) acre �r less in �ize. 2. The lot is being developed as th� principal residence of the c�wner-builder. 3. Th� lot is r��t within an �r�a designat�d as � natural for�;st commu�ity. 4. Th� trees ar� not specimen �i�e tr��s, � p�rmit will �t�ly r�q�aired for sp�cimen trees within th� prop�rty �nd all tr�es �vithin th� righteof- way/swaEe. Therefore; taking the �bc�ve into cQnsiderati�n, � Miami-Dade G�unty Tr�e f��moval Permit will not b� required for the subject trees requ�s��d. Please be �dvis�d �h�t other r�gul�ted tre� �pecies wer� c�bserved on �it�. If at � I�fier d��e y�u wish �o rem�v� th�se trees, �hey r��y require a MiamimC?ade C�unty Tr�e Remova( P�rr�it. - If yc�u have ar�y qu�stions can�erning the above informati�n, pl�a�� eont�ct me at {305� 372- 6445 or via em�il at Lesli�.A udelo mi�mid�d�.q�v. Sincerely, �� � ' � � � s �� ��� � � �mk�. t , . � L��lie agud�la, �3r`olQgis� Il Tree &� Fc�rest Resaurces Section �ERM e-Perrnifiting :;����1� ,�.� ' ����������� fi:; �, t � <ti' � a �.m� �@arCh ���� � � ' � � 1 � � � �� i � °`k.� ., � � � ��k�si c� 1 tti. '",� � � � � � � �_ � ��� ,, � ,��� � �:��.� .n � �11A�11�C��C�E _r._v_� _.�._�____.. , � ��` ��":������ } � � � MUNIGIPRL INSPECTIOP� REQUIREMENTS RND RECQRD 08/27/2019 tVIUNi�IPAI.NC}.2019-076695 FOLIQ: 113206Q132181 JQ� SITE At�[�RESS 123 NE 99 ST PRaPaSE[3 USE SINGC.E FAM RES-CCUST-ZER{7 �OT-TaWN H 1SFR GEGRL MIA�rII SHCJRES S�C 1 AM[� PE� 10-70 LOTS 17& 18 BLK 16 APF�LICATIC}N TYPE NEW 3600 SC�FT 1 UNETS 1 FGOC7RS OVIINER NAME 123 NE 99 LLC Ct?NTRACTOR QUAl.,IFIER PER�IT TYPE MU�J(CIPA� BLDG CFiTEGC�FZIES t�002 MUN(CIPF�L SUB-(aEN�RA� BLDR DATE: �I27t2Q19 PRC?GESS NUME�ER M2Q19011546 NEW�ANIQUNT PAIQ 123 63 DERM 1 RESIDENTIAL S 7Q.00 DERM 1 RESiDENTI�L W 6Q Q0 DERM 1 !JP FRONT FEE-80.00 DERM 1 TREEI�ANDSGAP 65.Q0 RSUF�3 RER 7.5%SUR�.63 UBS1 1 B�DG 7.5°lo UPF 1.88 l.1PMU 1 UPFRONT FEE F 25.QQ URS1 1 RER 7.5% UPFR 6.00 8f27/2019 11:23 BNZWEB1 181�3Q827Q685 WE�IPAS 123.63 �HE FOLLC�WING REQUIREMENTS (f�R C(�NDITI�NS} MAVE BEEN P(�RCED QN TNIS PROPQSED IMPRC�VEMENT, UPC7R1 CC?MPL�TIC}N aF TNIS PRQJECT!T` SHALL BE THE RESF'C?NS(BEL(TY{�F THE OWNER/CQNTF�AG�"OR TQ CONTACT THE APPROPRIATE DEPARTMENT TO RESC}LVE ANY QUTSTANQING ISSUES. COMPLETION NQL(�S INIT ST�TUS E?ATE Q79 HRS WSPECTIC}N REQUIREC? A �s,,��t�4�_C��rt6� � ��it�:�i4 S�r:t� Hc�n,�a�c� � [.lv"��,Uaisy�.M1z_r�i, i #�tuC� rx, �:�..�.._.�! ! F�. _r._.. r, r>�c,c<<.tiiw R4 ,�u ( ��5��c�t;?,ry�asi T�c��r�,5x ormo_�t Hcm� j t�k>ca«t ( ?t�c�ie„`i;r��t.s= i F r%_�cy j i�is atrs�e �,�1 >��,.��. �-maii your eomments,questions and suggestians ta W�n�ster ?his page was lasf editad on: February 23„2QQR Web�ite S 2004 Mtami-Dade County All righfs reserved- F � T DEP T I�IT C�F 2'FIE 2 St7RY � II3'I'ERNAT� REVENUE SER�TICE CTNGII�PtAT2 0�3 45999-0023 Date c�f this no�tiee: 11-27-2Q18 ploy�� Iclentifica�ion Number: �3�2639?99 Form: 5��4 Nu � o� th�.� nt��ice z CP 575 B 123 NE 99 LLC IGN.�CTt� VIL F� R 620 NE 50"�H `�E� For assistanc� you may ca21 us at: MI I, F'I., 33137 14804-829-4933 T�' YC}LT T , ATTI3CF� TFiE S'I'UE3 A,T T ETVL} C?E' TH�ES I�QTICE. WE ASSTGNED YOIJ AN LOI'E12 IDENTTE'ICATIQN NtJMBER T�ank ya�z for applyi.ng fc�r an Empl9yer Tdentificatio�a I� �r (EIN). W� asss.gn�d you EIN 83�-2639799 e Tl�si� �I�t will identi�y yc�u, �ro�r buszn.ess accoczn°ts, tax return�, azad documents, e�rez� if you have rzca loyees. Ple�se k�ep this nc�tice in your nen� r�ce�rd�. When fi1�.�g t �oc ent�, pa nts, and related corr�sponc3�nc�, i� is very ' r�.ant that y�u u�e yc�ur EIN and co let� nam� and address exactly as sh��n above. Ar�y v�s:iation ma� caus� a delay zn �roc�ssing, result �.n izacor�ect �n�o tion in yaur accc�un�, or even cause �rou �tc� a�signed r� �h�n one EI�d. If the infca ti.on �.s not c�arrect as shown abova, please mak� th� correctian usinc� �he a�tta�hed �.ear off stub and retu�z� it to us. 8�s�d on the infca tzan ��cezv�d from you or ycaur r�presen�tative, you znust file the fol le��rira� fea�an(�) by �he �ate(s} �ho�n. E`arm 1�65 �3f 1512(l19 Tf you have estian� �zt �h� form(s} c�r the due date(s) sl��wn, you can call us �t the ghc�ne n er o� write to u� at the ac3dress shown at the top of �t�i� nati.ce. �f �ou n��ci h�:Ip in de���m.ining your ann�al account.�nq pe�i�d {tax year}, ��e Publicati�n 538, �ccaunt,ing Pe�i s and Meth s. we a��ig��d �ou a t cl�ssi£ica�ic�n ba�c�d on in�a tic�n cabtained fr yca� �r your ��present��iv�. It is ncat a legal d�te 'nation af your � ela�s��icat�.on, and i� no�. binding on the TR�. If you w�nt a I.�gal. dete `nati�n c�f you� �. clas�ificatican, you m�y request a �ari�rate let�.er ruling f�om �.he �RS unde� the gu�.delines in Revenue Frcaceciu�e 2t3�4-1, 2Q04-2 I.R.�. 1 {or su rseding Revenue Proc:eciur� fc�r the year at issu�}. Ncate: Ce�tairz tax classifzc�tion elections can be requeste� by filing Fo �832, .�ntity �Iassifsc�tzon EZ�ct.i.c�n. See �orm 8832 �nd i.ts inst�uct�ons fo� addit�onal �n�c� �ion, A limited Ii�bi2ity �om�aany (T�LC} an�y file �'orm 8832, E�t�.�y CZassi�icati�an E1ec�i�n, and �lect to be cl�ssified as an association taxable as a corporation. Tf th� LLC is eligible to b� �re��ed as � co ration that mee�s c�rtain tes�s and it wa.11 electing S ca� rati�� status, �t m���. �' ly file Fcarm 2553, EZ taorz b� a Sma1I Business Gc�r�xaratic�nm "�he �LG will be treated as a co�°p���tion as a� the effective date of tha S cc� ration el�ction and d � ncat need te� file Form 8832. 3`o abtain t fo and publ�.cat�.ons, i.ncludi.ng �hose r�fe�°ene�d zz� this nc�tice, vi�it our Web si�� at ,irs>gov. Tf you ds nc�t have acc�s� to �he Internet, call 1-&04-829-367& { I�T�D 2-�(}0-�29-�4459) a� uisi� your local �RS office. {TRS �SE �NLY} 575� 11-27-�418 123N � 9999999999 SS-4 I R T I E . * Kee� a copy of this notice in your rmanent reco�ds. Tlais no�tica a.s is�u canly ane �.' d the I �a.11 n�t �.� to g erate a dupla.ca�.� c��y for ycau. Yau may givc� a aopy of �his dcacum�n� tea �nyone a�king for prao� of your EIN. * Use �hzs EI�i and y�u� nam� exac�ly as �hey ag ar at th� to�a �f this n�tice on al1 y�ur fec3�ra�. � fo . * R�fer to this EIN on you� taac-rela�ed correspond�:nce and dcacuments. If you h�ve e�tions a �zt y�our EIN, you can c�l�. �� at t�he phon� rz r or �rrite to us at the addres� shown at th� top of thas z�otice. If yau carite, please t�ar off the stu� a� the bc�ttom of tha�s notice and send it alQng with your letter. If you do nat need ta wr�.te us, d� not camplete �nd return the st�b. Yaur n e ecan��e�l assoc�.a�ed with this EIN is 123�I. Fc��z will need to pravide this info tican, alang c�aith yaur ETN, if you file your returns el�ctronically. '�ha�k you �c�r �our cooge��tion. K�ep �h�s p�r� for your recards. C� 575 B (Rev. 7-2�07} _.�____--.�---------m____________________.�---------�____------------_.�______�_�„�.�.�_.�__�.____----- R�turn this pa�°t caith any correspandenee so we may identify yc�ur account. l�lea�e C� 575 B carrect any errors in your n�zme or addres�. 9999999999 Your T�leghQne N er Best Time to Ca11 DATE O�° TF3�S I�t}'I'ICE: I1�-27-2418 ( ) - z�a��x s��rr�rz�ze.��r�ar� � ���a ��-as���sg E`O . SS-4 NQ�QI? INTERNI�I, RE�lE SERSTTCE 123 R1E 99 LLC CII�TCTX3RtA�'I OH 45999-Q023 IGNACIO VI NUEVF� FF Ie���f�fe��f�����t����Af�e���ie���e�si���ee��a�i�a�� 6 2 0 NE 5 C}TIi TE�2 t�IAMI, FTt 33137 ����� nt u� fiory�nd mi� � � : I F i ProG�&s Numtat*r: �20i9Qt15�bf-fk F�tch: Gc�It�i�n�tum�P: 12?f22 F�iioc 113�? 152181 �it�:A . 123 NE 9J ST' F F��y�r: 123 NE 99�l.0 !Coll 41on D�t�: Q611112f�19 620 NE SQTN TERR �VEIAtt�t, FL 33137 ��'Yyp� ETi�t C�t�cary Gai G�t�t�ry Re�ceipt��n llnits �'� �act�n�+��rr►�ur�� Id � � x AREA 1 f72 QQ t1EdlT i[ZE( FT} 3,�13,Q0 $t).32 �3,4f?�.53 �IR� 1 2 7 C� RE aIL?E�lTt�L 1.4C} $432.62 2.�� FifJfaD � �10 t� SEt�iC'aL�-FAANE�Y E�ETPCF-t�D 1.E?C} �8,�4�.9fl �8,9�7.�0 �CFi� 1 5001 OQ RESIi�E�tTIA�UNIT 1.4Q �612.{7CT �6t2.00 Tot�1; $t3,RQ4.U5 Amoun#: + Admiet: Toi�t A unt D : $13,4Qt.� Pald�tt�Ck: $13,49i.05 Paid�ash: �q.00 Palti Cr�it� �;O.CKI P��+k#�oRvenie � : $Q.C�� Tcut�[F��ici: �13,4�1.�5 Repc�rt ru»ran: Sept�mber Q3,�Qf9 QT;3��ltL9 F��qe 1 of 1 �' � ♦������ �'"1 �� .��� ���M�� i�rr�i h�r�s ill� � . . `� - �� 1 ����°"� 10Q50 N.�.2nd Av�nu� Mi�mi �h�r��, Fl�rida 3313� °T�1: (305) 795.2204 �� � .� � F�x: (305) 756.�972 � � ��L '� .... N{�TICE TC� �UILQIN{� DEPARTMENT � . •.,..` ...4,. r � . • L 1 L I ' *.�. .� �. .��. �.��.. T 1 I I ��.:,. . ° s �...m. �,.a . g . o , . .....� .... . ..,�. a I (W�)have been r�tained by to perfQrm special�r��P�GEpr servi��s un,d�r .::..! th� Florida Building Code at the proj�ct c�n the below+ ����.sRructur� '�.bf .d«... oe-az-,� (dat�}.(am a€egister�d arehiE�ct oe praf�ssi�nal engine�r lic�nsed in th�State af�,�qe�.. � •a . . . • PI��CES�NU�1�E�S. • • • • "Q•�•• eee�s• • a • r � v, SPEGIAL CNSPECTQR FOR PlLING,FBC 1822.1.2�(�4.404.6.L�0} • s • +�s s a s a •, + s •• • • SPECEAL fNSPECTQR FOR TRUSSES�35'�.ONG OR 6'NIGH 2319.17.2.4.2(R4409.6.17.2.4.2) • • " .�•. � SPECIAL INSPECTOR F(3R REIN�ORCEQ MASONRY,F6C 2122.4(R44Q7.5.4) � SPECIAt�INSPECTQR FOR STEE[.Ct�NNEGTIONS,F�C 221$.2{R44Q8.5.2) � SPECIAL INSPECTOR FE�R SOIL COMPAGTlON,FBG 1&20.a.1(R44Q4.4.3.1} = SPECiAI.INSPECTOR FOR PRECA�T UNITS&ATTACHNtENTS,F�G 9927,12(R4405.9.12) � SPEG(A�INSP�GTQR F�R N�fe: On/y t��mark�d box �ppty. The fallowing individual(s�empl�yed by this firm or m�ar�authorized repr�sentatives to p�rform in�pecti�n* 1. �,G�c�sKas��a,r��nn 2. 3. 4, *Specaa( (nspectors utilizing authorized repr�sentatives sh�lf inse�re kh� aufihari�ed r�pr�s�ntative is quali�ed by �ducatiean �r licensur� ta perform fhe duti�s assigned by th� Spacia! Inspect�r. The quali�c�#ians sh�El includ� licensur� as a profe�sional �ngin� �r archit�ct; graduation from an en�in�ering edueati�n pr�gr�m in eivil ar struetue�l engineering; gr�duafi�n from �n archit�ctural�ducation progr�m;successfui c�mpl�#ion flf th�NCEES Fundam�r�tal Examinatic�n;�r e�gistra�i�r�as�uilding insp�ctor�r general contractor, 1, (we}will notify Miami Sh�re�Vill�g��uilding Dep�rtment afi�ny chang�s regarding auEhariz�d p�rs�nn�E perfarrr�ing inspeeti�n s�rvices. � I, {we}underst�nd th�t a Sp�cial Insp�c#or insp�cti�n log f�r�ach building must�e displ�y�d in a conv�ni�r�t I�cation on th�site fQr r�fecene�by th� Miarr�i S�ore� Village �uilding Department (nsp�ct�r. Al( rr�andat�ry ir�sp�ctians, as e�quir�d b� th� Fla�ida Building Code, rnust be p�rformed by the County. The Village building inspecti�ns must be ealled fiar on all mandatory inspecti�ns. ` Ir�specti�ns perform�d by the Sp�ci�l Inspector hir�d by fihe t}wner�re in addition to the mandatory insp�ctians perfarm�d by khe Q�partment. Furth�r, up�n compl�tion�f the work under e�ch Building PermiE I�vill subrr�it t�the �uilding Inspector at th�tim�of fineE inspection th�camplet�d insp�ctian log fot�tn and a sealed statem�nt indicating that, ta the b�st of my know�ledg�, b�lief and praf�ssional judgr�ent th�se portions �� �he proj�ct autlined abave meet the in#ent of the �Iarida �uil�i�g ��� �ra� �r�.an � _ substantial accordan��with the appr�ved plar�s. �ti �" °� Si�n�d and S�aled Engin�erlA,rchit�Gt `�r � ��.F�`�� ,;���,� � ����ALlQSKAR GANEM - � ; ��'� #�' l��... {PR(NTj � ���� f��E„„ti��� ^" �. ;t` �ddress�az6o r��1�n�v� =� �=�� � .��'� , � ._ �� . �� tl { � �- � C}ATE: oa-ne-�a Rhone No. t�asy s�s-e�as o; ���_�`•: ,� � t:� �1 .-��� �� ��, ' ��� r � �� � °`,, ,����• ' `° ry�,`� , �'�� ���� ���t�� Cr�ated�n 6/14120Q9 � ���_`�� �; �;;i"� , .�E r . � �' � w GANE�Yi CC}NSULTING ENGINEEFt[NG _ � � � C.A►, 311 7 s i�aoo���.�th�v� North Miami Beach—Florida 33162 Phone(?86}916-6546 Fax(3Q5)84$-9318 aliaskas@�anemconsultin�en�.c�m �� : .,�� [�7� �0►�/E� S�IE�T .... . e s • ••es •oe�• R • e f •• • •••• • • • �'qq°� pq ^q{p 'y(}^9[} •0•!4• !!!• •!O•• LdlYIE. IVtC��ZQ LC.)x G.1117 • eassw• • • •���• •s�• • • � • • •����• s�s• • •���• • PRO.IE�T: NEW HOU�E •••••• •• • ••••• • � s • • •! !i • •� •i!�t • •S i•6• i • f • • • -...v�"°"�,`� f • f •���• 1 i�i��• ,.,.�,...,.. ��[�RESS: 123 NE 99�" ST. • • • . • � • ..... „�� � .. : . . .. . fVIIAMI S�IQRES, FL. 33�.3� �_ ���� � � � � � �•:••" �� ,� ���� :; �CI�NT: �� � � �� -.. �ESlt��i �Y: AG � T"his computatian baok contains manual and cornputerized structurel e�lculations, c�rtain printed manufacturer's data and Ccsmputation pages are numbered 1 thru 73. Computations were performed ta th� bes� of �ur knawled�e accardin� to sound �nd generally aecepted en�'sneering prin�ipals and �ode requirements, usin� natior�ally reeognized computer s�ftware and in- house developed software. Pri�r to commissianing intc� seruiee, th� in-house develcaped soft�are was t�t�re�u�hly checked by performin� parallel mar�ual camputatior�s.The sign and seal prauided herein ar� meant to eover aEl computation sheets pages 1 through 73. t1 t� t ��� it ��� � t���� � � �� i � ` � e �i'`�,. ,�� ��,�a•� `, �� r �; `.��. �� � �°;• ��� � � � �� <�� "a � � °� Ali�a�kar Gart�r� � �� �.L R��. P.E #� 74;�;�� ��,���`° ��,��-�_;�� a``��� ���`�,' ��������� a•�°�,���` ��'������t����P����`, � ALIOSkAR GAN�`M F�.E. F'L.I,I�74?4S� 1�200 NE l9th AVE,North Miamz�ea�h,FL 33I62 PHQNE(78b)�8?-�401 -alic�skar��anerncons�l�inger�g.cor�t � q � � . ..... ..... ...... ....... _.__ ..... ..... __._ ..... ........ . . ..... ..... ..... ..... ..... ... ... ,,,,. .. . . . . . .. ..._ ..__ ..... ...... ..... .._.. ..._ ..... . � � �.T� � � �� � � # �C. . 311 7 2�2Q0 NE 19"'AVE lVorth Miami�each—Fl�ricPa 33162 � � � Ph�one(786}916-6546 Fax(305)$4�-9318 alioskar@�anemconsulfiing�ng.com � _ 11�7� . ...� .. �� • . . . . .... . .. . . .... .... ...... . . . . ...e.. .....;J�ind ra�fysis .....• 01 ..... . .... . ••••�onc�°��te ea ` `���n ..... �9 . � . ...... :...St��l �ear�. E� ' i�r� : 27 ..�... f . . . ••••��rap. N�ng�r°s�e�tican 34 ...« �oncrete Column ��si�n 38 �t��l Column Design �0 Cc����ctior� �. ��Its ��si�n 42 Fcaur�d�ti�ns. ���i�n 49 ��S� �A�t�. ��Si�C� �Z ALIQSKAR GANENI F.E. FL. F�IC?4�45- 1820(�NE 19th AV�,,Narth IYtiazni Beach,FL 3�162 PIIC}NE(786)�87-4401 -aEioskar�ganemconsuitil�gen�.com " � "� ' " � � 1 f73 • ���zd �'����,�r� � . 2 o C� m 6 ���� �-�.Q P����e1a��ed k>y ME�P Entez,prises, Inc. CQpyr.z7.�rt �OI9 �G�i . ;;o-= ,:e�� ; w ��,:: Date ; 21211?{�19 Prc�jeefi No. . � -- -- - C�mpan}� Name : ALIGSKAR GF�NEM PE L�esAgned By : AL�OSKAR GANEM PE kddreas : 13Hk� hE M�AP9I �ARCENS �R STu 2 Des�ription . City : NJRTH t�SAi�2 BBACH �ustcm�:r Name : St�t� : FL Praj LvcaLic�n : File L,�cation: ' � � � rt2G r �;At� ,u�;tE;i, ARCHZ`PECsL'RE\123 ftESIDENCElealc\�7IND.wnd �������, , ��,r' ,r"3`° � �L��� e � _���,�_t_�� � I � I I �� #- I 1 � I "'�.. ���.�� �.�:��k: I I °' 1 I �� ;r�" � � P 1 I �������� �»' � �, � I 1 I •��s t �� �� � i "� -3 I � I "-? • • �� 4��� `�r' �p�� �� I i �.' ""�1 s ��. t��• •s��.• � ��' +�»� t I g •• ! e •ses e ... g � � i E I •��a��� •t�• � � �' �' �`a 1 E � � •���e• �� �* � 1 E •e���• � � � � ��� F �+� I I t ���s � � ������ �� �i,���� '� � ��� , � �t�`���Ti"'� ��R��• •���• � � ••sss• •s • •a•aa� $ � ,�`� e * e • • Tr�`c���� � A7��E���� .:�+�$$ ��' �:�i��::=��� • •• s••s s• `' '� f 4 • • R • � � � � � � •����• •O•Y i! • • • • • • • ! lYYYO• e� • • f i i ! 'W��� £������a�� �z� C����ae�rz�r�f:� ��zc� �l.�c�c��r�� . . . .... AZ1 pr�ssur�s shc�wn are based r��or f3S'D D�sign, with a Load Factar af . 5 FTidth af Pressux�� Coef�ici�nt ��n� na�' _ ?<6 £� I3���ri.p�.�.on Width Sg>an �a �eaza� ae Min Maac P 'n F 1 L �t� ��^G V� ��b ��� TRi7SS 2.00 25.OQ 208.3 1 C7.3Q -0.8d 3Q.32 -48.16 TRUSS 2.G�0 25.00 208.3 2 0.3u -1.20 30.32 -62.43 TRLSa 2.vQ 25.00 2�8,3 3 0.30 -2.00 34.32 -9�.97 AREA 1G 2.v0 5.�i0 1C},� i C).5G -�.94 37,46 -S1.73 T�REA 1G 2.Q0 5.00 i0,0 k Q.SO -1.70 37.40 -80.27 AREA 20 2.00 5.00 1Q.0 3 4.5d -2,�0 37.46 -11�.37 AREA 1Q 2.00 5.00 �Q.d 9 l.�Q -1.1Q 55.29 -58.86 AREA 10 2.00 5.00 50.0 5 �.00 -1.4Q 55.23 -69.56 AREA 20 IQ.00 2.00 2Q.0 1 0.44 -0.87 35.31 -50.�5 AREA �Q 10.Od 2.Od 20.0 2 Q,49 -1.55 35.31 --74.90 AREA 20 10.00 2,00 2Q.d 3 0,94 -2.42 35.31 -105.93 Ak2EA 20 10.OQ 2.OQ 20.0 4 Q.95 -1.Q5 53.4d -5�.97 AREA 2Q 10.00 2.OQ �Q.O S 0.95 -1.29 53.4Q -65.77 TRUSS 2.04 25.83 222.A 1 Q.30 -0.8Q 30.32 -48.16 TRliSS 2.00 25.83 222.4 2 0.3G -1.2Q 30.32 -62.43 " TRUSS 2.t}Q 25.83 2?2.4 3 fl.30 -2.OQ 3Q.32 -�Q.9? TRUSS 2.00 25,83 222.4 2H 0.30 -2.20 i6.00 -78.�18 TRUSS 2.00 25.83 ?_22.4 31i Q.3Q -2.50 16.Q0 -89.18 TRUSS 2.Q0 32.5Q 352.1 1 0.3Q -0.30 3Q.32 -�8.16 TRUSS 2.00 32.50 352.1 2 t�.30 -1.20 3Q.32 -62.93 TRLSS 2.4Q 32.50 352.2 3 Q.3� -2.C}f} 3Q.32 -90.�7 TRL;SS 2.00 32.54 3s2.i 2H Q.3Q --2.24 16.00 -78.�I8 TRLSS 2.G0 32,50 352.; 3f: Q.30 -2.50 16.0�? -89.�& � ' � . 2173 @ `�,�r�� �T����,r�r� � n 1 a 0 � � ��� ���� 7-1Q DeveZo�ed by r�lECr? Enier�a�is�s, Ine. Cc�,rrigl�t 2'?Z 9 � r�;cz �,;. ��m �ate : 2/2i/2�19 Prc��ect No. . � Cc�mpa:y harne : AZT�SKAR GiN�M PE �es�cned �y : AL2GS2;AR �ANEi+� Fv Address . w3R0 NE MIAi�#S GARGE,�TS �R STE 2 ?escri�tic�n . .'it} ; NQRTfi �irAMI B�,ACH �ustarr,er �iame : s"ta%� ; FL Pzc�j Lceaczon : erie :.o��,�i�.�; t.�.. � ;.,-,,. :: aRc�zr�.�:��\wz_3 ��,s��ec�cEtieal��wz�ve.;.�,zd = �a�.����icar��i P�°���c�t��� �,.3.1 53����i�.� ��a�I���.�c� 4��a �7 ����t 2) �_ZZ pressures shawn are based ug�c�n A.�D Design, with a Loael Factc�r of � E� r Basic Wind Spaed(V} = 175.00 rnpt� Structural Categary = II Expasure Category = C Natural Frequency - NjA Flexible Structure = Na Importan�e Factoz = 1.OQ Kd t�irectianal �'ac�o�� - 0,85 Damping Ratio (beta; - Q.01 A � = 9.50 Zg = 9QO.Q0 ft ...... A"t.00.� • . = Q.11 Bt - I.OQ • ; '..• = Q.25 Bm - 0. 65 � �1�. � Q.20 1 5Q0.�0 ft eios�• CC •af• s•s+•• _ _ Epsilon ..:«,. = 0.20 Zmin =� ].5.00 ft . :....: Slage of Rac�:�� _ �,35 � 12 51op� of Rao� (`�het�} - i1.09 Deg • ' H,�:;.i��n RQof Ht = 19.00 �t mYPe af Roof = Gabled •as:s• RHt; R�idg2 HtR� = 24.QC1 ft �ht: Eave Height = 24.Q0 ft •••"• O�;" ,�'c�pf Quer�ang at Eave= 10.00 ft Raaf Area = 8207.OQ ft^ ...... � .� . �. .. •• L�1dC� Lenc�tt�'�?as�� Ridge = `I8.00 ft Bldg Width Aeress Ridge= 82.QO ft . , . ..«... . . e . �u's���'�.eto��a��gory I Riqi� Strractur�s - �implifi�d M�tF�od ,••••; �us�1:. Foz► Ri�id Structures (Nat. Freq..1 Hz} use 0.85 - 0,85 . . • •.•• Gust F��t�z Category II Rigid Structur�s - Cas�l.�te Analysi.s 2m: 0.6*Ht = 15.Q0 ft 1zm: Cc* (331Zm} ^Q.167 = Q.23 L�m; �* (Zm133� ^Epsilon = 427.06 ft t�: (1/ (1�0. 63* ( (�-��t1 /Lzm} ^0,63) } '��.5 == 0.89 Gust�: 0.925* ( (1-�-1.?*1zm*3.4*Q) l (i+1 .`7*3.4*lzm) } - Q.�7 �ust F��tc�� Sum�ztasy Nat. a F�exia2e S�ructur� us� th� Lessor o� Gust1 or Gust2 - 0.�5 � le 26.12-1 Internal Fres�ur� Coe�fi,ci�nts fcar �ui�.�irzc��, G i GCI�i : Tnternal Pressure Coe�ficient = +I-�.55 ��e3u���sar� �°���ea� �csr I���°�� �ca�. � ��aa.lci�nc��, ��, Aoq. Tct�3 Area a� O�aenirgs in �idq Envelop� _ .�� ft^� C7i: Unpartitioned Tnternal Valtae - .QO ft^3 Ri: 0,5* ( il+�I (1� (t�if (����0*Ac�g} } "Q.S; ) (�crn. 6-16; _ �.00Q r � �..�.. _ �tt;::���i _ _�: _>;� � i:x r . � . � -t�:��, - -��,:,� ° � . Fa.gras� �?.4-1 �xtesn�l Pre�sure Co�f�a.oa.en�s � C� - Loads orz Maiaa W�nd-Fosce Ftesis��ng ��stems _ � , � , - 3173 ,�: �`l��.c� h � � . . . . O • O 4!���i • M 6 + ! • 9 •• �p •4 !6 i • • i + •!i•!• •• • • � •s• •se�sas • • e � • eses aee• • •a•ee •����• • • •• • •s��• � • • s • s •• •• • i• R����f •1!44i• � • ! I�h: �.Q1'` (Ht1ZC�} ^ (�fA��?�'ta) ; ` �a.�� • s .e.•:: Kht: Tc�poqraphic Factar {Figure 6-4) : el•OC� ••s•.. �h: .Q0256* (V} ^2*I*Kh*hht�Kd � "��+.67 ps� :..e•: Cpww: Windward Wall Cp(Ref F�g 6-6) -i4 Q,BQ : .". ' • Rooi Area = 81Q7.Q0•���2 Reduction Factar based on Raaf Area = Q.80 ��.�-�7��� �=����u��� �c�x C�i.rad ��a�s��l ��a ?� �� s�r�I,l �AT€a��o�l �sa �a.�c��� W�11 Cp P��s�ur� F��essure +GG'Fsa. (�asf} -CCpi (�sf} _____@____.�4__� _____s ___�.m___.�n� _a�e_oavo__ Leeward Wail -�.4g -3ci.47 4.77 Side Walls -Q.70 -40.85 -1.61 Wall �l�ze It� Kzt g� P�es� �sess Tot�l ft psf +GCpi -GCpi +J�C;Cpi �._______A_�----- �_As__ sm___ ____o --..--__ ____�__ _m__s__ m-o----mA Windw�rd 24.00 Q.94 1.Q0 37.47 5,06 45.10 40.33 Wi�zdward 20.t�4 0.9C 1.�0 36.r?b 4.9� 44.1.4 39.37 Winclward 10.�0 0.85 2,Ui� 33.94 3.4� 92.70 37.93 Note: l; Total = Leeward GCPi + W�r:dward GCPi Rc�o£ Loc�tian C� + s.(ps�} ��Cp3(paf} ___--�-----------6---_-�_ ��----- ---------°_ _��_____-- „ Windward - Min Co -d.66 -39.63 -0.3s Wzndwar� - Max Cp -6.14 -23.87 15.38 Leeward Perp ta Ridge -d.39 -29.93 9.31 � Qve�hang Top (tti�dward} -0.66 -2�.Ot -2Q,i�1 Uverhang Top (Zeeward} -Q.39 -TQ.3I -10.31 Overkiang (Windward on'y) Q,84 23.p8 23,Q8 �°Ft�-T�l��l P�����r�� �c��° T�a.ra� �7ca�area�1 �.c� �� �� �r�12 {.P�2ar�� ��.ci��} W�11 Cp Aressure Fressuze +GCpi (p�f) -G;Cpi (psf? � k _ F , , 4173 - so�_________a�� _m�o_o __�__�.�..��_� _mo________ L��ewaru t��all -i�.54 -3�e78 �.46 Side Walls -Q.70 -4Q.85 -1,61 Wal]� El�v �z ti�� qz Pr�s� Pre:ss Tat�S fC psf hGCpi -G�pi ¢/� i _____.,____�.__o_a _dm�_� _____ v,�m_o ___mwm_ _______ ___�m__ mammw__ma Windwe�rd 24.00 0.94 1.00 37.�7 5.86 45.10 40.&9 Winc9w�rd 2Q.OQ C.9� 1.G0 36.i76 �.90 44.1� 39.c8 " �ir.eiward 10.0� 0.85 I.+Ju 33.�4 3,�� 42.7� 38.24 - �;�te: i} ��tal = �eewa�d GC�'i + &7indward �CFi Roaf - Da.st from h7indw�rd �cige G� Pr���ur� Pzes�ure +�C�i (PsE) -GGpi(�sf) �--------ffia__�m_aamm-m-----4w.�_4_ ---�-- ------�--��. _o__omm�m_ t�.� i� C^v �.�J t� "v.�J "S�i.Q'1 -.��"`�J� ••l+9.5 ft ta 19.0 ft -Q.90 -4b.91 -7.67 • �9.0 ft� to #38,� ft -C.5� -34.7H 4.�� •�soo• •s•o38.0 gt +t� i18.0 ft. -G.30 -28."72 1C.52 s •ro• • se • • ase�s• s��• •����• • � � � �w���• •�a��• a��rs • i s s •s•++• • • •+•+• • •oss • • •��w• • •i O�!�!R ! t 6 ! • •Y Y•Y• •i • •• •i R • p ••aRlit 8 ! ! i •Y•O O• • O ! f i1e1i• e • p • i •R!i O• • ! f � p •• ! ! !i O • • •f Y f _ � - 5/73 � �T,�z�� `�`��°��..�r� � w �. � � a � ���� °7--1� iJev�2oped i�y MECA Ent�rpxisRs. Ir.c� Copyright 2Q19 z �� - - - - Date ; 21�=12C1? Proi.ect No. . • Campany Name : ALIOSkAR GANEM 1'E; Designed By : ALiOSKAR GANEM PE Addres� : 13HC NE MSAMI GARDENS DR 5TE 2 Descx'iption . � City : N�RIA PSIAMz BEACFi Cnstomer N�me ; State : FL Proj Lac�tion ; �ile It�catx��: ; < _ �s:__. ,..;c�: ARt�HITECTURv\l23 i�ESIDEtsCE�caie\�E�L�.wnd ,�"`*'�.�� ��}y� p "��� �^�,� � � .�T �'.�'�� �� �'� s.a' �"'�, � sl._� � �...1_"�_- - �&,' e I p I "�� � L ���� ��. I I F I �`' �r'� �� I I t i °.3����s�`�� 1"`f� � '� � I k E i r a�i• � �`�� � ?� � � � p .w .i»�r� lls�� isske� saass• �� � �� ��.,. � � � •• � • •��• �• t�" e �� # � � +� �` 1 I ���i�E+�• •��• s����• � �g,{`�� �d` I E 1����r�w• a • • � 1 E � I ��'� � �'` i E ��rs��! eR�Ra• is���r� � $ �x.�v �-���t�--t-`s�►��i� � •�e s• �� ���� � � � � ! � ,��1 ! � • • •• • •ass• �� �°" ..• +� s • • � •• ts • •• tf�•w• ��'���� �� � ������+���'� ���=��."�" r ,• . � . . � . ...... ....,. � � . . . s « • .....� �� . . .. . . ��.z��i �������� �a� �c�z�ag�c�r���:�� �zz� �1.�ci��.�c� °�:..' A11 pressures shawn are �asec� upr�z� STRENGTH i�esign, with a Laad F'actor a� Z Y�id�h of Fres�tare Goe�fica,en� �on� '"a" = 7.6 �� D�sa�a.pta.on Wietth Spaz� A,���a 2cane ac Min M�x F 'n P ft Et ft^2 G GCg gasf ps� ____.��___�___�.-------a--_____m_____----o____,.__�.,��,m__________________.��_a.� TRUSS 2.OQ 25.Ot� 2Gt�.3 � 0.3Q -G,80 50.a4 -��.27 TRUSS 2.CQ 25.fl0 208.3 2 Q.3Q -1.20 50.59 -104.05 TRUSS 2.�Q 25.fl0 2u8.3 3 0.30 -2.QQ SCi.SA -i�1.6� AEtEA 10 Z.QO S.OQ 1Q.0 1 d.SCI -0,9Q 62.43 -8�i.2L AREA 10 2,i3O S.OQ 1Q.0 ? o.so -l.�0 62.43 -L33.78 AREA 10 ?.C�O 5.00 i�.i� 3 t�.50 -2.6Q o2.43 -i87.29 AREA 1Q 2.Q0 5.Q0 1Q.0 4 1.OQ -2.1Q 92.2f� -98.10 FsREA 10 2.Qfl S.OE� ii).G 5 '.fl0 -I.�Q 92.16 -115.94 RREA 20 1C1,00 2.�0 20,0 1 0.44 -Q.87 58.II5 -H9.92 AREA 20 1Q.�0 2.Q0 2d.0 2 �.44 -1.55 58,85 -129.83 AREA 20 1(7.00 2.00 20.0 3 Q.44 -2.42 58.85 -2`�6,55 AREA 2Q 1C}.JO 2.G0 20.0 4 0.95 -1.Q� 89.Ot� -9�.94 AR�A ac so.ao �.uo ?�.a 5 0.95 -1,29 ��.aa -���.�z TRUSS 2.QQ 25.83 222.4 1 Q.3Q -0.8Q 5d.54 -H0.27 TRCiSS 2°00 25.33 222.� 2 0,30 -1.2Q S(1.54 -109.Q5 � TRi1SS 2.00 25.83 222.4 3 Q.30 -2.00 5Q.54 -151.61 TRUSS 2.vd 2�,83 222.4 2H 0.3Q -2.2Q 17.84 -i30.8t� `I'RUSS 2.Od 25.83 222.4 3H Q.30 -2.50 17.84 -i4€3.o4 TRUSS 2.00 32.5C? 352.1 1 Q.3Q -Q.HO 5d.54 -8Q.27 TRUSS 2.UQ 32.54 3��.� 2 C}.34 -1.20 54.5? -104.0� , TRUSS 2.00 32.5Q 352.1 3 Q.3Q -2.00 5Q.54 -151.61 TRvSS Z.QQ 32.5d 352. '_ 2H C}.30 -2.20 17.84 -13C;.8U TRUSS 2.00 32.5Q 352.1 3H 0.3Q -2.5Q 17.84 -14�.69 y � - 6l73 - ��� �'������z � a �. � 4 s � ���° ���� �1-1.� �ec��2oped by z'�1ECA �raterx?rzses, I:�e. �apyr�gh* 2i�1.9 ,� :<- ��, ��T Date . �t21120=9 Pre��eet tiu. . " Caz�pany Name : �1i.I�SKAR GANuM PE Desiqz�e� By : AiI�S�CAR GAN�'M Pu Address : 138U �E MSAMI GARDENS DR STc, 2 Dascripu�cn . � C.ity : NJRTH R�3AF5Z BEr'�CH CusUomer �lu�i� : S�BUP. . Fi: :�'LC5' i�OCd�i027 : File �.���t�o_.: � .� p"° ..,Sti'itt:�. ARCHST�CTORE�z�? R�SI�ENCE\cale\WING.w.�� � .. _. .__ .._._ ....._. 7�.�����a.c�rza.I ��c�����x�� ��1. �I�ic�3��� ��a�lc�a.ra� {�� �`7 ��rt 1} A11 pr�ss�tr�s sho�ar� are �ased z�pc�n STRE�IG'TH ?�esign, with a Load �'actc�r o� 1 � Basic Wind �peed(V) = 175.00 rnpiz Structurat Category = II Exposure Category = C Natural �requency - N1A Flexible Structure - No �mpc�xtance F�ctor - 1.OQ Kd �irectiozzal Factor - �.QS �amp�rg Rati� (k�eta; = 0.Cli Ala�c�� = 9.50 Zg - 9QO.OQ ft esa�+�•. A��r•t • • -- 0. 1',. �t = I,OCI °w A�1.•• i !as` = 0.15 Bm - 0.65 ' ` 0.20 1 •:•Er• �� saa• ••s+�e - = 500.Q0 ft s s EpS�lOT7 •av+o� = 0.�0 ZSttiTl = 15.Ot} f� ••+•�• S1�pe pf Roq�..� = 2,35 : 12 Sla e of Roaf (Theta) - 11.09 De � • P � seoe. H�!•l���n Rc'9�f�•F�� = 29.Cid it Type of Roaf = Gableei . . RH�: R�idge �I-��`�• = 24.00 ft Eht: 8ave Height - :�4.OQ ft •••�• dF�« Ro�f O�r�h'�r+g at Eave= 1Ci.dCl ft Rcaf Azea = �207,OQ ft^ •oo�r• � •• . + . .' Sldc� Zenath��los�g F.idge = 78.QO ft B1dg Width Across FZidge- 82.QO ft ....w. . . . • ...... asa..: �ust E'����ro � � �sy I 'gid atsractur�s - Sim�a.lsga.ed Ni�thod • • G i��"�: ` �'or' Ri'�°i;� Structures (Nat. Freq.>1 Az� us� �.85 -- �.85 •..� �ust E`actor ���egory II 2�a�giei ��.xuctus�s - �eampl,�te aly�is Zm: i�. 6*Ht = l�.ut� ft lzm: Cc* (331Zm) ^J.167 = 0.23 Lzm: �* (Zmf33; ^Epsil�n = 427.�6 ft �: (1/ t1+0.63* ( (B+Ht} jLam} ^Q.63} ) ^C.5 - 0.89 Gust�: Q.925* ( i2-E-L7*lzm*3.4*Q) t (1+1.7*3.4*lz?tt} } = Q_H? �tia�� �'���car 5ttanxn�ry Not a Fl�x�ble Structure use the Les�or of Gust� or Gust2 = 0.H5 ���1.� 2�.11-2 In�erraal. Fr�ssure Cc�ef�i.ci.�nt� ��r ��aa.lci�.z�c��, �C�i GCPi ; Internal Pr.essure Cc��fficient = +J-Q.55 ����zc��,c�s�a �°���a�� �a� �,���� �Taluzn� �u��.c��nc�:�, �ta Ac�g: r?'otai Rrea of Gpen?ngs in Bldg Env�lope - .QO ft^2 tji: Unpar�itic��zed Tr,ter:�a'. ti�alue - ,CiO ft^3 Ri: �.5* ( E�+1/ {1+ (ttil (22800*Aog} ) ^Q.5) � (Eqn, 6-16; = I.OQ� �.. �� -� ,��_,�� � ��� � �c::>: _r ��i �. r>._, � �z:' E'igure 27,4-1 Extern�l F�essure Cc�ef£ica.�rat� - �p � T�oad� oza M�in S�a.rad-E'c�rce Resi,st.ir�g ��rstems a � ' l�l� . r � Ax�' - .e���.� � . .__e...�... R � � � . • s • • • ••aRs• • • e s • � • •• * s• •a• • • + •• s:••s• •• ��E e • � serss• •ss• s s s • � e�s• ss•• s •seos l�r�1i�• • P 4! • •epf4! � w f R ! ♦ •• {• • •• R�!•t• •eieYi ' e Kh: �.Gi* (H�/Zg} ^ (2/Al�ha) F � C�i.89 • �, :sssi• Kht: Topographic Factar (�`igure 6-4) ,� .1.Od a••••• � . �h: .00256* (U) ^2*I*Kh*Kht*Rd ;,5�.46 �SfR* R•a••: Cpww: GVinciward T�all Cp (F�ef k'ig 6-6} - 0.8Q • • • •..s Raaf Area �= 81�7.Q0 ft^2 Reduction Factar bas�d on �aaf Area = (},g� 2�1�"E���-��.�1 �'����ta��� �a� ���c� �ca�s�€�1 ��a 1� �� ca��l (���n��l �cs �t�.c�c��} Wall C� Ps�ssur� Ps���us� +GCpi tA�f) -�Gpi {�a��? _�m___ee�ee___� __�_em m__m___.��va __.�ms______ Leeward G�a11 -�.49 -5?.45 ?.g5 Side Walls -Q.^0 -68.Q8 -2.b8 �all E2ev Ka Kz� qz Fre�s E��ess Tot31 £t p��' +GCgi -G�pi �-f-��pi ------__�______m a---__ ___om ___m_ o---__,� _-----a --�--__ _oo��---.� Wirdward �4.�0 0.�4 l.t?0 6G:.45 �.'?7 ?5.Z7 6?.2' T�zndwasd 2i�.�JO C�.90 1.JQ 60.10 8.1? 73.57 65.�2 Nlindward 1�.00 0.85 1.GJ 5�.5? 5. ?7 7i.1`7 63.2'u Note: 1, To'ai = Leeward GC:E�i + Windward iCPi Raof Location Cg +GCpi(gsf) - i.(psf} ----____s--.�----------- ----__� _________� m___.�____o . trlindward - Min Cp -O.E�6 -�6.Q6 -0.65 Vdinclward - N1a� Cp -Q.14 -39.78 25.63 ^ Leeward Perp �o Ridge -Q.39 -49.8� i5.52 Qvexhaz.g Tc�p f�iindward} -Q.66 -33.35 -33.35 �verhang Top (Leewardl -Q.39 -1`1.18 -17.18 Overhang (Windward anly} Q,80 38,47 38.�i Z��°ItS-V3�12 �r��sr���� ��r "v�sa�ci I�Tea���l �ca �� �� s�ra11 {�.�,canc� �zc�c��� W�11 �a Fr�sstar� Pressure +GCpi (ps£} �GC�i (psf) j ¢ X �/73 - -4------------- -----_ ___-------- -------R�-- e L:eeward T�a'1 -Q.SQ -57.9? 7.�3 s�d� �va��� -a.?a -�e.o� -z.�� W�11 �l�v �a ICxt q� P�es� F��s� To�al £t gsf+t3�a. -GCgsi +J-t;C�ai ommma_�o�.m�mo_Pa m_�m_w om�os _.�__4 �oas.�_w __.�__.�_ �v,�q_.�4 _.�__--___ V�indc�ard 24.�i�J �.94 1.G0 52.45 9.?7 75.Ii 67.;�4 Winciward 2i�.v0 t�.�f7 1.6Q �u.10 8a1? ?3_�i 66.�4 - Wind�rar� 1G.00 0.�5 7.Oi} 56.Si 5.`7"1 ,2.1? o3,i9 Nc�te: 1) m�tal = Lee�aar� 6C?.i r Windward C;U�i Roof m 17s.�t from Windward �dg� �.r Fs�ssur� Fr��sur� �GGpz(psf) -GC�s,(p�f) Q,u �t to a.5 ft -�.9G -78.7&' --i2.7� •ssa9.5 ft to 29.v ft -0.9� -78.1� -12.?8 • �9.^u ft��� ��.0 ft -J.FO -5?.�f' ?.�3 ff�ei�i s+re�38.0 _`t to �8.v ft -v.3Q -"�7.86 i?.5� t +*•� s •• • • •osoR* •f•• ••••o• • • r t sa���• r«R+es• sae• , • • • se+os• • • •eR�• s •��s • s eoos• • as .osRa• • a • •a+ees •• • �s •a • • s •�o•�• � e • • sso•e• • • + • oA•oob s � • s • �f'•sa • • • • e ss • • •• a e + ews• ' R � PROJECT 1�3 R��iE3�NG� PAGE: CUENT' DESIGN 01°' . > � >.., JC}B NO. �-i DATE. R�VIEW�Y ?�. :.. �. .��"1������:' >:" tNPUT pATA � f�� _ ���� 5 'ksi fW„= ��7 ��� �'��ft-k � , ' Main Bar fY = �� 6C? ����ksi Vu= 'E.C� �� �k ` � � Stirrup fY = 60 ksi Tu= Q ' 'ft-k ` b= 8 in,(ACI$.1�.2) Top bars � # 6 h= "f2 ir� ' Bot bars 2 # 6 b�,= g in , hp n g in �. � � Skireup size =_> # < 3 ; (c� 3, in p.c._ _ No.9f le s = 2 d o tionaE - in The d�si n i�ade uate. DEStCN SUMMARY Main bar top(Cornpresslue Reinf.): Use 2�& Stirrups: Use#3�3 in.a.c. (2�egs} [�ai�bar bottam(Tensile Reinf.}: U�e 2#6(9 Iaper) GQVERNIhIG�ASE.4NA�Y rI5 �A, - 0.003 f3� m 0.$0 6��„�� � •�44�43 • • e ass• eas• • d _ 9.� in 4d - Q.90 '�s• � = ..�:QQO ksi . • �� = 2.3 In �t„��, = 0.0035 •.s•as4, _ •••'�}Qi13 eas• m f� .+---_ •oi�ajt„d t • s • ��.������� �������� �� �����-������ •'.� . � ;... * }��', •�• tis s X�; � -----, x- ��\��v'�G si ___ . _...._. �{iS���l�sfZ���7f�i�%�„ � • e��• � . ., .e. . •��em• �_— �c s ee�• • s j • • s I ^ � •• •• ,{� �►• •��• • �-t,i P�`� 1-iC r�i`�:: ,. ; ! --_ ' ; i i •sees• I � • _..._ ._.._.._._-, � . . �.___ 1 Gasr�1 Ca�c 2 Gas¢3 s s 't��4 i• •�•s • • • • • . • • • +��• • ����� �gsp���,���� •• • • •• s • • • . ..o. F�EXUR.4L ANA�.YSIS Case 1 Anaivsis 2; 0.£3Sab a=-�-_ �a 1��, in f2s= ` in� Cl.$Sr�bf�' f,, Ca�e 2 Analusis: Q,� ,�fi� � F�, Q_s���.���t�,� �-��f �,>a,l) Z� ; �h h,.•�h r� 0.07 in ,�s=— � O.QS ina b,� �Sf f� 2 , Case 3�na sis: a €� z�r„—� ss�ff_���� -� a=�- = iri As�= inz ����i.ilD4 41s���-ct'� /s� 0.85f�"taa Q_� _ �'s--�-I�i — in� .f s�=�ssm �d ksi f, .f,. a Case 4 An�sia: � �� A���,������fc� b,�a��t � Q°Sf���f� ����r� 2 ! � _ � ��U+O.(�0� in .�is�- 4�.fs����"��� in .�s" Q.85f�.'��1�-$x�}h� a�u� � cx-,(3�d As=-�s'— � in f s�=�'s�'„ fcsi f v f,, a ,� � . SH�A�APSAt�YSIS (GOFIYd) - Check s�cti�n limitatiqn{ACi 11,5,6,&) Determin�eoncrete capaeity(ACI 11.3.1.1 or 11.3.2.1) �'�<��t�1�Fi� �c Vc=L'b,�d�� 11.03 k _ 1.0 < 49.4 k [��tisfac�a�5`] wrttere �= 0.T5 ����-���f� ?�J�}��1,���b,�� 12.43 k ,a--aPF(lca�le Check shear reinf�rcer��ent(ACI 19.5) _ ��,` wher� A=�If.�%�� , 1 f)0� 77,Q4 � > .t'or V,.�_____:. 2 �v 5Q[�K� �It�. � �_��� �'„� Lf? Q_�64 f, for ----SVu=t�V� :�t<r s nexo 2 �`A,—S�L'< f'or �y'z=�[��, Sb'�/�,, � - a O,QQQ in2 l ft c �`��'� = p�&SQ in2 t ft �S��"s��actc+rY� � r���o,-r� Check spacing limits for sh�ar reinforCement(ACI 19.5.4} • •• �u��N C::' _ jt's= — -91.14 k • • �••oo•• • •s • s • • • • e •• • a •• • • � � •����• •s• •�s�s• ,�Ilr�+(� , 24) fc�r V.s�4�,,�V✓ <' • s • •�_��'�a,_ ` = 4 > S= 3 in •�o�r�• /� • • , • •••• ,�fPN � , I Z ar >4 d �����sf�etorY] •• •.• • • �� ) .� �'_ �,E �J� e.w.• • •... . . •o•o• •• ` . T IdALYSIS s�s�s� • • •• •.������Cf(on IimitaCion(RCI 11.6.3.1) a • sasar• • • • ° �~ � wheee 0.7� AGI9.�.2.3 •�ese• •s •�� � � �Et ��_�ta�'Fi� � �� 8 � $= � ) . . � • + � � V�` P�,= 12 in,(perimeter of cenfierline of outermc�st closed e s���• • • s �6���z`� 1.7 fI€ad� ��„� � tr�nsverse tarsional rei�forGement.) • • • • • •s •. .�• p,on= 5 ina(aeea enclosed by eenteriine of the outermast Q.Q12 < 0.530 [P#ot�pply sir�ce Tu=Cl� clasad fransverse 4orsionai reinforcement.) Gheek if torsional reinforeement requieed(AGI 1i.6.1} � 2 where be=MW{M-hf,4hf)= Q in,(ane side,ACI 6.1�1) �c� T„�� f� P��= 40 in,(outside perimeter of the conerete crass �Frn sectFon.> 0.0 < 1.Q ft-k A�P= g6 ie�2(aee�enclased ky outside pe�imeter of Tar�+on�1 reinfc�rcemer2t PIC1T r�q�. concrete cross section.) Cheek the max factored torque causing cracking(ACI 11_6_22) r- �r T,,�44��:t.`,,� c t �«, Q.0 < 4.1 � x F?educti�r�of the torsionaf momert�t can�ccur. Determine Ehe area of one!eg of�cio�ed stirrup(,0.Ci 11.fa.3.6) � ! ,4, _ 7'u _ T v _ 0.00 in�!ft s 2�ir4�,�,��� 1.7�irlon.f,,,, � Determine the corr�spanding area of longitudinal reinfarcemer�t(derived feom AC!11.6.3.7&11.6.5.3} A� .�,�, ��1:n .�� ��� ,�,9� 2�bu� . �t=1��r1.�' —����"' , _�� .�f���— —{' = Q53 in� S J y1. J �•t, J rL s f p� � � r _ (canYd) Determine minimum combined��ea of longi#udina!reinforcemenF �L,toa�AS'�Q.5A�-' 0.28 �flz e �ctual [f#o#�,9�P��� � R�apt=As*O.6A�� 0.31 �n2 < actuai [�nt r�gaP�YI Determine minimum diameter f�r longitudiE�al reknfoecem�nt(A�4 11,6.6.2) da� =i�+tA}C(S124,0.376}= 0.38 in < d.75 in [�oE�,p��Y] D�t�rmine Rlinimusn combined area of sfieeups(ACi 11.6_5.2&11.6.6.1} At 1 S=Mt�X[{Avf2At?5,5Qbu/fY„]= QA8 in�t ft < �ctual [I�off�pp8�� �max_tor=�IN[(�h18,12)= 1 in Sn,qp=MIN(Smax,she�r.�max.mr}= 4 In � aCtu�I [P�t�k AR$�1}�] GOt�D ANALYSIS FOR REAM � Ps� ��F D�FLECTiC}N ANA(.YStS�� D� 25 54 USENG$IMP�E SUFPQRT�Q BEAM ��,��_:�.-.�....�,�,�.;�.v����� sw a �oa.o LL 36 60 W= 21Q P�F a o a• ULTIMATE wC 75.17 95p.34 17.5 Plin s s FT �= SQ3Q5�9 PSI • • es•• saoe�• • • s • TRi6 2 1= 1152 in° •a • wsss � • • LENGTH T sssmss •ee• •••w+• � o � �_ Su�l O.QQ in s�fs�s e • • CQMB P�F 3841%7 •�e��• •��i • { • • 1 zD+t.s� a7s ALL D+L= Q.4 in [OK] . • •��•s• �.9Q+W -15.34 AI.L�= Q.2in OK •�e• e eseso • • Wu= 276 •w���• •s • •���• e ♦ • e • ss es • •s �ss•+t• Mu= 1.6905 k.ft s •s�s�e • � Vu= 0.96fi k • • • • • • • • +++�•• f��!�• • • . M i • s • ••�•s• !f • • 4 f • • i • t d#i 6 � � � PROJ�CT: 12�E2�5IC3�NC� PAGE; C�IENT: DESIGN BY � �: � . .106 NO.: �-� DATE' REVIEW BY � , �; _ � , �.;° �. :�...... ... �. ... . .�.:.. � y �� �. ..:, <.... �, INPUT DATA f'G = � ���ksi M„= i3.�'�� ��ft-k � ' , M�in Bar f� = 6Q ksi V„= G,� k ` ` Stirr�P fx = �EJ ksi T„= 0 ft-k `° b= 'f0 ' in,(.�CI 8.10.2} Top bars � # 6 h� 12 in 8ot b�rs 2 # 6 h,�= 1Q in : _ �t= Q in � ,� Stlrrup size =_> # 3 (� 3 in o.c. No.of ie s = 2 d o ti�anal = in °Che de�i n is ade uat�. - ��SIGN SUA�MARY Main bar top(Compressive Reinf.): U�e 2#6 Stirrups: Use#3�3 in.o.c. (2 Iegsj Main taar bottam(Tensiie Reinf.}: Us� 2#6(1&�yer) GCtV�RNIN�C,0.S��NA�.Y�E� • •s • • �" = O.Q03 � - p.80 F�,,,�u - Q0243 ss��ae • •• • • • �• • "- s.a �f, � - a.9�a �'.� -� zg000 �s� . .. . . ..- . , ...... ... �...... ��„�„ _ . - a.s ��, o.00s� ,�,,,_�� = a.00a� . • ...... .�.... • • • • •��• � ,�'a,�� •• •.• r - F -T-r ; F ��; •���• • `-�'��s��'����- -� �����;� -���������u�,� �,���x�������������<S��i. • • -._, �__ " � , � •���• • •• •�.���• < _ ......_a • • • e !• � i f!!!�• • R i�' • ' : � . ; • ' ��ti � i 11 �`�c:, � ��c i • ••si � � • • •u-�--�r--' � ...3 .J �.. ..... _i •000r• • • s • �---- •e •�• C�S�1 C�se 2 Gas�3 CaS�4 • R • � • oeoa•e s • s e • • s • •• �p,��2 Ad�F^Ll�,��C.� • • o . .. FLEXU G ANALY�IS Cas�1 Analvsis' O.�SaI� t�_-�-- �#� �AF�r in f�s-- �f� ln2 0.85�ibJ'�' },, G s��___.2�1X�E�� �_� � � ,�I�, � � hf Q.�='1e���b,,,+-�hf h,.-hr� b,��_ -85" � � b��)h f �� t).�s5 in �ts— 0.3� in` l�� � f,, case 3 Anatysis: (�� a s� M�, -� (�t3�a"fz. hn) �t 2 a=.. = J �J iFl As�= in` Ev.+C).(�G�� �.f s`�e�-cf�� f�' C�.85 f�.'bcz �_���,� ,�Ps=��,�``f, .f in' ¢' =�'ssa ksi � J S v CX Case 4 AnaEVsis_ �� ;1���-���..1��'b,��� ��� Q_85f�'(b hu.)hr�� ��f . 2 �_ - in ,�#s'� i�2 �u��ooa� �.�`s'(�—�') � 0.85J'�-`���mm�',,.)h, �h,a � d f�d .�s=�s�f'' in .�s �,�Eu ksi f,, f,: � � � ¢ � _ 5H�&R ANAIYSIS (canY'd) Check s�ctlon IimitatiQn(ACI 1 f.5.fi.$) Determin�coner�:te eapacity{ACl 11.3.1.1 or 11.3.2.1) �?u��t}E�17�v� J c T'c=�b,���� 13.79 k 6.� < 51.7 k [��ti�f�c�o�Yj where Q�= 0.75 �-�.-��9�f 25C}��,�B�h,�d ts.ts k ,<m-app�,ca�a�e Gheck sh�ar reinfarcement{ACk 11.5) �V v,fier� 4=t=��I�V��J� , I 00� 77.00 t) , .fU�' V„� �i �v _ ��b,,, �V�- ,k �=�vITN �'� , 1_Q Q.406 _ . fC7F' �{�7 =Y'V c =�.'I:. - `� tz�,t�_.� � � �"�/���` �C?Y l�JT'< <V„ _ `f'��r - 0.1Q� in�!ft < �=s,'-� = p.�80 in�t ft [�acis€�c�ar�'] ��owra Gh�ck spaoing Iimiis for shear reinforcemeni(ACE 11,5.�4) �z4—S�T�c, T�', _ — -s.oa k .,.. � . . • • •sss s��• • s • • s• s •��• • �R1LN(� , 2�� ���° T'z��b,.d� •���s• M��• ���• • SE», � - � t,_.s;,�,,,. 4 � S= �3�•••• in • • • ��It1T�� , �4) ���" T . h [���i�fac�ary] •�•• • rs>4 „et� •�•• s • • . ¢ • • •����• ���s • •�s• s • TQFTSiQN APIAi�YSIS •�!11 i• •• GheCk SeCtt6Fl(imlCatioFl(ACI 11.6.3.1) •����� • ���� s w�• • � •t���• • • ���x � �tt�'1z �� G�� +8 j- whe€e �= 0.75 (ACI 9.3.2.�,) • i • • •��� • �t f. P 16 ir�, er�meter of c n4erline ot'dtrt�}4t't�St eiQse ��F+�� �1 7,q'� �b„� � h" �� • f e � • °�7J 4ransverse+Eo�iana e einforc�men�}� *••• � �an= 15 in�(area er�re�osed b�cenferine�et th�outermast •••• 0.07p e Q530 [tdaC��ply sia�ce T��Q] elosed transverse torsional reinforcement.) Check if torsianai reinforcement required(R�I 11.6,1) � � Wher� be=MIN(h-h�,4hf)= p in,(on�sfde,AGI 6.1.1) :��� 7'„��' ,f� PGR= 4q in,(outside perimeter oi the concrete cross \�'�P section.} 0.0 � 1.4 ft-k A�= 120 in2(area enelosed 6y outside penmeter of Torsional reinforcement NQF reqD, cancret�cross sectie�n,� Chack the max factored torque e�using eraeking(ACI 19.6.2.2} $ * � -�n [',.C�'{11� � � k �«, o.o < �.a ; Reduct�on of the t�rsian�I momee�t can oceur, � Det�rmine the aeea af ane leg of a elased stirnap(AC(11,6,3,6) � _ „ f1, _ 7'� _ T u _ O.QD inZ!ft _ s ��,�f�.f,. � ��,�ah1',�v Determine the earresponding area ofi Iongifudinal r�infoeeement{d�eived fram AG 11.6.3.7$�11.6.5.3) � r f�t ✓ }ry ��cR J c ✓ » � �t ��U�a; �L=1j�� �h {' > —'Ph={ ��.F — a � — 0.64 in� S J ,L �vL J yL � f y,� t x , (cont'd} - Determina m?nimum cQmbined�r�a of longitudit�ai eeinfarcement AL,tnR'A�`+�.SA�� t1.32 �fl� < actUal [Pt23Y A6�i��Y� � A�.rzat'R$+0.5A�= 0.68 E�� � actual (�ot�pP�Yt peCermine mi�imum diam€:ter for Eongitudinal reinforcement{ACI 11.6.6.2) db� =RRRX(St24,0.375)= 0.3� in � 0.75 in (h4at�g�P6y� Determine minimum combined area af stirrups(AGI 11,6,5,2&11.8.6.1) A,t 1 S=MAX[{A„+2A�)S,50bHJfw]= 4.10 in`/ft < aefual [idat��a#�I}J �max,tar=��N[{P�fB,12)= 2 in SFe��=MEN(Smax,shear,Smax.tcr�= 4 in > �etuel [t�����ply� � �a,ao nr����s�s Fa���a,� P5F P�F D�FLEGT!£7N ANALYSIS D� z5 500 USING SIhRPLE SUFF'ORTEQ BEAt�A _._,:.�.�,�r.�-s,�-�,;e:��:;y—��x;r�.:.-,�;�-_--„m SW Q i26.0 s•�� CL 30 660 � W= 1225 PL� • . ULTiMATE w� �5.�'r i5oa.a 102.1 Plin .•a:•4 ••e• • �� E= 4030509 PSE • • • * s ••.• • • TRi� 2o i= 144d in' • • s•so•• •s•• •oe• • ��NGTN 8 • Si�1' • • • ••s• • 0 n-_-----:: d.02 in •�4 s�• COMB PLF 3R4 F T.. • s • • •�• •s•••• • �,aD+�.s� �710 AL�D+L= 0.4 in [OK] •s��• s •�• 6.9�+W -94Q.9 ALL L= Q.3 itt 06f s • •rfo• • •• •vos a y��e �71� • • • • • •����� s♦ • •• � Mu= 13.6& k.ft • � •a��s • s • Vu= 8.84 k •sors• • • • •����• • • • • • •�lf1• • • a • • •• • • •s • s • •wos i � ...o �„� • • • � s . .• • . .o .a.... . . . . . . . . .....• M*.•s. s . • . • • • t • i •*�a�• � . • s����• •a • •• t• • • ! i • •i•i• i ii •iiii• ! 8 •�M i• i •i•! •i O i�• • t a + • s •os• •o+ass ♦ • ! i1►!�f i• • Mfii•• •4Yf ia/leiM � �g�. • • • ••�• s so • a • • $ •a s s+sa a s a •+s• x>>��� s��rs�u�rr��av d�a e� ���� - � � , � * . 16J73 � �-� . � .:� ��>�,��,�a�� i3:fi 1 N. �S •f 4M a . . .... . . .�.. . . .. .. . .. .. . . ..... ..... ... . .. .. ... • • !O e f.• � •i O• � . . . . . . . • N i � f •i0• � ii i p •fi�0i •!Y• Yi104• • # e • !M Y Y!• •i i i•• � . .. . . . . ! ! i i •••p tYQYi• f ♦ 4i!!� • •••� e p •404f • f6 ii!!R• f i 6 • { !!R!i♦ •• �i !4 !• . . . . . . � • e � •!/!6• + • • ! •t!Y S! • • • i !'O!f• • � ! • @ • •t Y f • � • �6 i � � . . . .. � ' •• • • •4 ��xv,st � ! ! � •f!! ! $ . 9 7/73 o��m�e�: z �a� k� � :1,�C5�1.�L�t,�l.r F�r�er�ahc� �/��/�01�R�.�t��R4 Q _._...__ __ ____ ..___ __._ _ � __ _ ___.__..._..__�___ .__.._�__ - �_�___ �.__. _ _� � � � � c-0.2 "»� � � �� ��,,.,.� �-tl.f-#, � ,� ��t � �"��� -t2.",s��41 ���.��*""�"' � t , �� .„.� �^ E _ -0,6 '�"` . � _w. „..., _w_____ __�__. _,_ n e.____w_.,�_ � � � __ _ _.._ M�. � ....___ . . ____. _ . ..__. ,. �_� . ___m_, .�w -�7a� 3 � ��,..� I _ ",,,' p '' -26 ,.... . .. ....... . . . .... ... .. . ...... . .. ... . . . ... .. .. ��.4� � I xQ � � � .., . . ,.. . , ........ .:...: ........, . i <Ck�3 a,�_�___ � _._�� — __ ._ w..._. __ ,� . ,. .__ __��� _.„__ �_ __._ _ w.__, ___„m � _ �.._ __ __�� � ��� � , ... � t�aa � v 1BQ s • ' ev � �a •se• � •�Ree• � SA • �1 •s�• • 0 ! , ._-ha���r�r � � 4 5 � ln i2 2+i s���s�• �� • 2A • e C}ffset(FC� ..a�e• •i f• • • s i e e +es+o• •��• • lf�+!• • • •i•ii• t• • f!i!! i • • • • •• •• • •• MP'��PS• • i�f!Ai• • � ! ! ! • { R • 9 !liw0• •�f Y•• 4R • t ! • • ! • •eilR• 6tf • • f• ! ! • i i eOi• ' PROJEGT: 1�I�RECSIAC�t A�f�I��SICJEh1�� PAGE: CLIENT: QESIGN�Y. d�G _ JOB NO.: B-1 DATE: REVI�W�Y: � .... ,. .,,. ::. >..,,.,.. �� � < - INPUT[}ATA � f'G - 5 ksi M�,= 1�Q.#�' ft-k � *'. fvtain Bar f�, _ �t� ksi V�,= �t3.6 k , ` Stirrup iy = 6I4 ksi T„= {� ' ft-k ` b= 2�'' in,(AGI$.1Q2} Top bars � # 6 h= i£� in ' Bot taars 4 # B b�,= 12 in } _ �r= 0 in � .. Stirnap size =_? # 3 v� 5 in ae. No.of Ie s 4 d o tianal - in The desi n i��de uata. DESIGP9 SUMMARY _ Main bar t�p(Campressive Reinf.�: l3se �6�6 Ski�eups: Us��3�5 in,o,e, (41eg�} �ain bar bottam Tensi(�Rainf. : Use 4#� 9 Ia �r GC1V�ftNING CAS�APIA�Y�lS •a•• �=u = �.Ofl3 �'� = a.&Q ��,,._. - 0.02�3 s • •«e:s e •�s �t«o� � 15.6 in {�' = 4.9Q E� - 29QQ0 ksi • •• e a •r • • �� aeas�s •s�e �����e� 2.3 in = Q.Q435 P,�=b �- OA169 e s •����• �\:�, �i , eesa�• XX �- • • a e s o s -�c����4i���T�S1Sa'� ��`�,'� � ` ��;�- ��1�� S_��� ���; -�`' . }��� � - - _ — ♦s e a• • � --r+4 0• �--., ��`������}�?�n'�`�����'�`�; -----� ._.___.i i.-���, , r ��<xx(_ • • � — `- - .�, •�w�• • •s •e�i�R• �. s s • • • i •��e�• • • s� ��r� t`� �'�ti 1 � . q >> '. f-t v : ' � � ,—___..__"'_. .'._,_ _� • •O f1 P'Q._...._._; _____ __._ d • • • •�o a a• • e s G� 1 Castz 2 Cas�S Cas�4 •• ••• e • • • a •�s��• • s • C,���2 �FgF�l���f�9�C�� s : • • • e• . • • • •• �LEXtt L APIALY�9� Case 1 fUiai�sis: ���i,� 0_8aah f ' a=-�1-= cl� ir7 ,�s= ` in� �.85r�1�f�' f,: C�se 2 Rnalvsis: 2 t�Iu � � � irj QSSf�.'�c�hw��Tlzr b,�.�x�� z �T=� - �� b,,,�1at �f 3.59 in ,�� = 3,06 in b,�,L _85f f<<` �,t 2 f Case An� is � Cd 1�.,"�� �.c�J��.��?47 � -� a ��_{01Q$� kFl fIS — Y'.�S ��—��� � t�� Ts` Q.&Sf�`ha Q_�d. ,=fs=%�r �„ .�„ in� �'s��� ksi �s�=- a Cas�4 Analvsis: a (� ka1 €� �Ir,����fc�b„rz� L (?.�Sf�'�b b,E�hrl� 2 _ a=----= in � As'= in` ��}�_C��� �.�s��c�-i��� l��` 0_85f�.'��b--6„�}hr �b„� z � �c(� �2.s=��s'— in �s'=�s�a ksi v - , a � � f . 5H� ANAl.Y51� (cont`d} Check section Ifm"statlan(AGI 11.5.8.8) Qet�rmine oanceeYe capacity(AC!1�.3.1.1 or 11.3.2.1) ��rs���t��J.�* J � V c=�b„d�= 2&.52 k 1$.Q < �9.4 k (5�ti�#�ctcz�Yl wn��� �= a_�� Tr<<���9A ?SQ�����b,��' 2a.�o k ,<�����������e Ch�ck shear reinforcement(�CI i 1.5) 0 > f�+" V.,� �V� where A=�ll.���� � I 00� 77.Q0 2 _ �_,��_� _ �0&„ , far �a�` c&'�,=�t`r E3 =�NLN U .... _ . 7.0 Q123 s rzegn .�,� � �1�< ti`z.—�V� �a�` 4�F'`<�V z� _ ��.f,, — 0.12Q in�1 ft < �-`4�'� = 1.056 in�t ft [�atisfactcsna] .s �>�b,>» Check spaang limits for sheae reiafoFc�ment(ACI 11,5.4) �'u���t' -A.4Q k a��• ��'� = � — s • a e •es• •s+• • • • • se s •�e• • �1�fIN(� , 24) fpr 1!s<_4bKcl� •��r��• s�i• •sr• • s 5,,,���ere,,,-_ � 7 a S= fis���• in • s • •4�• • <��II\T{� , l2} .f�r° i's>46„r�� [�att�faetorb'a •��• • + s • ♦ • Pf��!• !t!i ! filF• • • TORSION ANALYSIS Check sectian Ilmitation(ACI 91.6,3,1) •��s s� e �e�� •�w s • , •��s+• • • � ��u � ���,�� �� wh�r� �- 0.76 (AC!9.3.2�) e s z � � r • • •s�• • �b�,��� +�l 7,�� � �� bn t+�' "� pn� 32 in,(peeimejer of e�nterline o�di��FrEf€�t elasecj, i c�k. transveese�tc�rs�idna�reinforc�men�� i s e w � �r �� in�(area enc�osed by centecMr�evfthaoutermost •f i O Q.096 < 0.530 [�at��ly�[a�c�s 7`ea=�� etc�sed transuerse tarsianal reiRforeement.) Gheck ifi torsiona!eei�iforceme��t eequired(AC!11.6.1} ( a where be=M!N(h-hg�4hf)= Q in,(one stde,AGI 6.1,1) ,�cF T u�� .��( � P��= 60 in,(oufside perimeter af the c�ncrete ceoss t��P sectian.) Q.0 < 3.4 ft-k .4�p= 216 in�(are�endosed k�y outside peeimeter of Torsionat reinforcement N9T€eqD. eonc�Ee crass sectian.} Check fihe max faetc�red torque causing craeki€�g(ACI 11.6.2.2) z � � T:,'�4¢���19.�� � � P« O.Q < 13.7 x Reduction erf the torsion�t mom�nt can occur. �eteemine the area of ane leg o#a closed sUrrup(AGI 11,6.3,8) , �� _ �H _ �� = O.QO in�lft . s 2Q A�.����, 1.7r�Au,s,.�,� Deteemine the�Qeeesponding ar�a of Iangitudinal reinforeement(derived tec�m ACI 11.6.3,7 8 11.6.5.3) .. +� )[' j, � .�Vl�.i� �t F ll�}T J�� J C �}R' �1 ��1.114 .�L—= _ , "�h�'�'�' -- a ---#—' 1.11 in� � `� �}L J rG �vL S J t, � ' ¢ . {cont'd) Determine minimnm combined area oY longitudinal reinfarcement �t,toP'�s�+�.SA�= 0.56 ��� � aetual [tdaY,��P�y� �t�bot�•RS+0.5A�= 3.61 i�� > actua( (M1IQC�q�Iy� Determine mtnimum diametee for Iongitudina}reinforc�ment(ACI 11,6,6,2} d�� =MAX(S124,a.375)= 0.38 in < 0.75 in (�ot,4g�a�Y] Detertnin�minimum cam#ained aeea of stirr�ps(AGI 11.6_5.2&9 i.6.6-1) At 1 S=MRX[(Ab+2At)S,5C1b�ff�,)= 0.12 in�!ft < actual [fiEc���@�aga0�] �max.tor=MfN[(P�t8.12)� 4 in SreqQ=MIN(Smax,shear��max,tor)= 7 in > actual [�dQC#1P�SPgr� •��s • s s�se�• e��• • • e s : • • •w•s • •• • s •�s�s• •��• •�+r��• � R ! • •Mi'i�• ii�•p� • • • i •Oi• iiYRO• • f l004• • •Yt• R ! •!!!! i •! iifYY• • i • i • •ii00f •! f !t •• • • • •MfOY• * @ t • fYli{• t # f # •f!O!• • P ! • • �6aiQ• f � i • i ii t • •• • M i lYYi t P�OJEG�: 1�3 R��d��N�� PAGE. _ C�.(ENT: �� D�SI�N BY � Jt}�NO.: B-4 DATE: REVI�W BY. ����, ., . ,.<� >,.,��. ��, ..����' . IMRUT�ATA f'� _ � � ''ksi tt��,- 6�,i ���� ��'ft-k � , Main BarfY = 6� lesi V„= iC�.1 k ` _, Stirrup fx = 6Q ksi T„= Q ` ft-k ,� b m � ' 'in,(FtCI�.1d.2) ' Top bars 2 # Fi h� 1� in ' - Bot baes 2 � 7 " bw= S in , �r= L7 tn � , Stdrrup size =_> # 3 � 4 ir�o.c. No.of le s = � ci a tianal - in The de�� n os ad� uat�. DESICvN SU�MARY Main bar top(Compressive Reinf,): E1se 2#6 Stirrups; Use#3�4 in.o.c. (2 i�g�).... Main bar bottom(Tensile Reinf.): U�� 2#7(1 iay�r j �" • e G�VEFtN€NG CA�E AAEALY�tS • • • •• • •ro• • • £�. � O.d03 ��� _ 0.$Q •�7+�s•a ••s�Q��3 •e s• s •ea+o• • • e � = 15J in � - Q.9Q , - •••� • ei�,�e• - • 2900Q ksi• • w • asses• �'� - 2.3 in '�zr�r, = Q.0035 �*t��,9.` _ � O.OQ96 ��s� • •e'i���r� •s • •��• • i' • •• • �� r,`, }� •s ss �f-; •s •es�p • ����,����� �`�x?\�x�F � ��,��� ��<�S"- -, �� } _l _� �'���. �� , �� �. ;��`�._ ; '���� '• � �`�.'� _ ---- - - . . ��,,`��4 . ...... , ...�... ' q � ; . � � � . . . `i�? i lt_� ' � �ii� i • • • � 1 ' s�� •• .v ; ,i :. ; ; e• • � i�• • a ..._....., �;.__.._ � ..___...� :__.. x__.. i s •�t• Ca 9 Ca e 2 Cas�3 C � ����2 �F�F�E.I����.� F��xURfi�L A�ALYSIS Gase 9 AnaiYsis: �M„ 0.8Sat�f ' cr -�-- �� 0.$5 b in f�s= f ` in� 4� .�c� � � Case 2 Anelygis a--�+�-- �� ,�?�� �b b,�.}h1� �1 �' 1.64 in .4s=Q�a,1��•"���b,,, +-�h1 b,F•hr� 0.93 in� b,«.� .85f f c l/ 2 1 Y Case 3 Anai sis: � (�� tt �� �1�,-� t�.85 f�'ha 1 �t 2 �J � ��6R.f�1_CIC�A� in .�s�` ��.s.'�d-€�'� in �fs� 0.85f�'ba z a-f3,d, ��=+�` in =�.4s„ ksi � f,� �, f,' a Case 4 Rnaiysis: � E� hl�,—��Sf��b,�� � 08Sf�.'�b I�w�hr� �1 ��` a=- - in As'_ �� �n� ����_�oa� �.�.�'(�—�') f�' C�.8Sf��'��b�--br.}hr abu. � a—,(3d� ,4s='�i�= in� �s�=�ss�: � � ksi , .�y .�}: f �� �pe�,�l�..�f��c? (GO11t�t.�� . Gheck sectiQn limitaFian(ACt 11,5.6�8) Det�rmin�concrete capaeity(�tGl t1.3.1.1 or 11_3.2.1) �`�����S�b�� .�� Vc=�b,.a��-- 1T.75 � 1 Q.1 < 66.6 k (�ati���etor�r� where �= 0.75 �'�=���A 2500�1��3�j�,�tl 19.OQ k ,{=��PP(�eatale Check sh�ae rein€oecement(AGI 11.5) tvhere .4=�IIN�.�f� , ]C�Q i 77.OQ � � .I�ot' d'�.< ��E � - � y _ B==�IJT�T� }= 1.C} 0.213 S ��b„- , fo�" ����T�=.���< ��� �� �rx�qn 7`r• k`xr-456%�: ���. f��" �'��"��Tr�, a •• � 0.�80 i¢��f ft < ��'��'� = 0.660 in`1 ft [�aYi�facYorY] 6 M '� Prui�f� oes�e• s •• a • ". s• • Ct�ck*�s�ticrtn�limits f�r shear relnfiorcement(ACi 11.5.4} e • �T ��j�i' . �o���• s�• s�»�s �* -5.48 k • • N� -- � — sssso• eoos•s • • • • •••s •� •�s • • � � •esse • sses �.�,fl�(— , 24} .fQr T��ac4ll,.d� s Q 4 f_ •wa�• • •• � •�+ 7 a S= 4 i6t s • s s�i��,.�na�,� ' •s o o•• a • •s •• � (�ati�f�CtOr3`� • :��I.�'f—' - 12) �'�+" trs>�h,��� • •s•oo• 4 • , , � .e.... . •e .�s TQR510N ANALI St�°u �s+•e r � .�s eGheck seCtion Iimitation(RG!91.6.3.1) s • • • • •e • e r e a• ¢�= 0.75 (ACI 9.3.2.3) �i � 7- �� �� �r u�er� �b�4,d� ��1.7�oh `��b,�+8�� P�,� 24 in:(P�rimeterafcenterfneca�ot[Eermostclosed 4ransverse torsianal e�:inforesment,) pon� 1� in'(aeea enGosed 6y c�ntedine ofthe ouiermost Q.081 < 0.53Q [t�¢�t���Siy sinc�a i'u=€�] ciosed transverse torsicanal reinforcement.} Check if torsioEiai eeir�forcement requfred(ACI 11,6.1} � z � where b�=hAIN(h-hf,4hf}= p in,(one side,RGI 6.1.1) .�� T„���� � P�R= 62 Vn,(outside perimeter Qf 4he eoncrefe cross L�� sectian.} p.p < 1.g ft-k fl��= 14q in�(area enGosed t�y autside perimeter of Torsional reia�f€arcement NflT reqD. cancrete crass sectian.) Gheck the max factored t�rque causing�racking(ACI 11.6.2.2) �- � 7, ��� (T`�A«� � � 1(-� P<r Q.0 < 7.0 { ��ducti�n of the tersitar��t meam�nt can occsar. Determir�e the area of on�ieg of a ciosed stimup(AG!11.6.3.6) � f?, _ Tu T'u _ o.OQ in�t ft S 2�f1�9uf,,.� 1.`7¢t�uM.l:, Determine the eorrespQnding acea ofi fongitudinal reinforeement(decived from AGl 11.6.3.7&11.6.5.3) '� I Q .�r .�yt 5.9cvVs = ���= AF 2Jk,�; ,`�1.=�.� —�h_`.' [' —�r�—[' l�r�.�i� __ __[_'�_. = 0.77 in� � �til. , J l�J J til. `S ' ✓ }y _ � - (CQPl4�Cj1 Qetermine mir�imum cornbined area a9 I�ngitudinal reinforcement A�.roR�R�'+O.BA�,= 0.38 �n� < acival [�o��P�YI �t,bot=�s�4.5,4�= 1,31 ��� m �ctt�al (P�oF?�plY] Determine minimum dsameter 9ar Eongitudinai reinfoecement(AG!11.6.8.2} da� =MAX(5124,Q.375}= Q.38 in c 0.75 in [E�c�t,��a�3}3 Qeteemine minimuni combined�€ea af stirrups(ACI 11.6.5.2&19,6,6.1) Ai(S=MAX[(AV+-2A�}S,50b,ti1Fw]= O.QB in21 ft � acf�ai [�ot�1p�a�Y] Smax.car=MfN[(Pht8.12}= 3 in � �req€�=MfN(Smax.shear��max,tor)= 7 iFl � �Gtual [€��t�Pp@�j �QAD�lNAlY3ES FQR BEAfi9 �_�..��,.._W:�,�PSF� F�F DEFLEGTION ANALYSfS � •s e• • e D� 60 3P0 USING SIENFL�SUPPC�RTEE2 BE� • •��• •��e�e _,_,...�;�,.�,�.n�.�.��.��� • SW 0 15RA •a • •so• s �� 30 t&o yyw g�p P�� • • ULTfMATE W� 75.17 461.02 52.5 PliPi •��:�• •��• •���s• FT E= 4439b09 PSI •�eesa s •a•ea• T62IB 6 1= 3888 in$ •sse •oese• • • �ENGTN 24.5 •e�• s •�s�• 0 A-.: 5���� 0.33 in •Es��• •• • •�R��� COtwB P�� 3id4E7 • • • • • !• �• • i• !!!4�• 1.ED+1.6� 828 AE.L D+L= 1.2 in [OK] o o.9�+w -4s.oz RLL L= Q.8 in pK ••••s• • •• Wu= &2& e �s • • •esos• s�w�•• • s • • • • • • •����• Mu= &F.12�875 k.ft •• • • s� s • V�= 10.143 k • • s •�!4 } t PRCJJECT: 123 F�E�PGENCE PAGE: G�IENT: DESlGN�Y _ JQ�NQ.: ����� � DATE: � REVEEW BY ����� t��. tT` �. .. ...., IN4�UT DARA . � .. ,,. . . � ,., ., ��G - 5 ksi R�„_ ��.9 it-k � � Mair�6ar fY = 6� ksi Vu= 1t�.G' ie , ` Stirrup fY - �� ' ksi Tu= � `' ft-k '` b= � in,(RGI8.1{�.2} , Top bars � # 5 h= 92 in BaE bars 2 � � ia�„= 8 ' ir� , - hf= €} � �'�in � � ' � Stirnap siae =_> # � (� 4 in o.c. N�.caf I� s � d o fianal = in Fh�desi n i�ade u�ste, - E}��i�Pd SUM�ARY • •e �ain kaar te�p{Gompressiue Reinf.): Use 2#6 Stirrups: Use�3�A�in.ca,c. (2 1eg�) e • M�in bar bottom(T�nsile Reinf.}: U�e Z#5(9 tay�r) +o•s•• • �• •• E E'a ��lF�E� CAS�AEVALY�tS • • •����e •�• �s���a 0.003 �i - 0,8Q �rmtir = Q.Q243 • + o��e�a •��s�• • • • • � •���= 9.$ in 4� - Q.9Q F<s = 29dOQ ksi •a .•• • • ••'a• • •rs• ,,�. • s d' = 22 in P�,�� = 0.0035 p� b,� 0.0079 ••se• e •• •s�eoa s • • e • ,� •!i!f• � ! Rf •• t�u . - > `• ���������� ������������� ������ �-��.��a ��� : �� � �.� . _ —— ...a.. . . . . .. ... . . . . ; ; � e�cs�e • • 1�<; ; i t� � M1 • • • • • '�� i 1 t� � 1-Y� • • • . ...---...._...� L__--.._._._� . __.---�.: `-- ; • !• Case 1 �as 2 Case 3 C e 4 ����2 �i�F��,i�Ae�t,�� Fk.EXUitAI�ANALXSI� Gase 1 Ana�sis: �M« �_$Sal�f � a=-e�= �j` in As= . c� in� 0.$5�t�f��.' .t�,. Gase 2_� � � t!-{„ � � � �f 0.8�fc�'��b,�.-fi-��a1 b�hr} �_-�-- �� �b b� h,r� � 1.05 in As=- �. 0.60 in� b,,.� 85f f�� , Gase 3,4naly,sts: (� tz ��IH--� (�-8S_f�.'6a� ¢l �� � 11 � �_— - in �3s'�� ��� E�k+�l,��4 ��.�E�d_'��� �s� Q.&S f�.'t�a a- ,�fs=�`'_' in� =�s�'a ��� ksi � �, _f,, -�` a Case 4 Ana sis: ���,-�����fc b„a(�� � 0.85fe'(� d�„,}h1I � �f _ €� �1 E�� a=- �= in r1s'- 4�/s'(��d�� sb�C�_Q4�A _ l�s� Q.85�'�.'��1�-6,�-}hf �bK� � cz-�3,d �1s=-;'�'� in �s�=�s€u ksi _ , �}- � * tl 5WE,4R ANAE.YSIS (cont'd) Check section�mitation(AGI 11.5,6.�) Determine cot�crete Gapacity(ACI 11,3.1.1 or 11.3.2.1} ���,��O(,�1�?„� �c Itc=�b,s� � 11.10 k VJ � 10.0 e 41.6 k [�a#[�#��forY] wneee �= a.75 V�,=-��9A 2500pxB�b,�d ��.ss k .���_����,�ie���e Check sh�a€reinf�reement(ACI 11.5) ��F where ,4=�IfN�.�f� , 100� 77AQ Q a f�car` V,.� 2 �11� ��b" > �€�r` �V� �J��.=S�If� 13=�fltlr '`F� , I.() Q.327 � S ��tr�rn _f,. ? rt9<, �A,-4�V� ��r 4�G�'��V',x _ 5��.1`�y , � Q.026 in�!fk < "�i' = 0.680 ina i ft j�atis�actc�e�'� S e��• r�rovc> • • Gheck spacing Iimits for sh�ar reinforeement(ACI 11,5.�} • • s s•R •••• . ,,5 • • • � �`pz,—Y'�'c � 9.29 k •• e �t�• • r — . � •fs��• •��e see• • s •��f�• ! • • •`�r• • i!!e O • • • ,�fl��f� , ��� ���' 11.r«b,�cl� ��ss�• �����• �w�• ? � • • S,�,xs,>ti.a�= = 4 > S= �t��e�• in •• s •��e tG1I?�'�� � ��) fQ� Il.r>4�i,�� [��ti�f�Gtttr9'� •��s�� � ���� •s�s • � •faea• + • • • a TQRStON ANALY�IS • • • •asasa Cheek section fimitaEion(flGP 11.6.3.1} • • • • • a • • •�•• • _ •• • • +• • s ( yr�� 7.�F,h f �1f (,� where Q�= 0.75 (AGI 9.3.2.9} �.s a�� �` �r ��` {�V-'= P 12 in, erim�:ter of cenfiertin�af outermast eEosed �b'v��' 1 7�fo/a �'`d , n= �P transverse torsional reinforcement.) q�h M 5 in�(area enctosed by Centerline of the outeemost a.��7 < p.�3p [�pp��Zp#��E�����a p� closed teansverse torsiona!reinferc�ment.) Gheck`rf torsional r�infore�ment eeq�ired(AGI 11.6.1} fl cv wheee bB=MIN(h-hf,4hf)= Q in,(one side,AGI 6,1.1} 7'r��� �� PGp= 40 in,(outside perimeter af the eoncre4e cross ��� seetion.} Q.4 < 1.Q ft-k f�p= 96 in2(area enclosed by autside perimet�r of 1'orsion�I reinforc�ment N�T r�qD. concrete cross section.} Gfieck tMe max fact�red to€que causing cracking(ACI 11.6.2.2) z � > T�,�44�i���`>� � . d'«, �.0 e 4.1 � ReduGtian af th�torsional mamant can oceur. Determine fhe area of one Ieg of a clas�d stirrup(ACI 11,6.3.6} � ``f� _ T�; _ 7'� _ Q00 Ir��t ft � ?��10.�,,. t.7�,�0,�.�,.� Deteemine the eorrespandir�g area af lor�gitudinal rei�farcement(denved from ACI 11.6.3.7&11.6.5.3) � �-1�� �` .f,� a��� f� ,f�„ A� 2Sb� :�d� Pn—[/' , /)� —P�—M.�X �` = o.�� �r�� S J VL .l V�. �k�. S J Vl> � ' (cont'd) De4ermine minimum cpmbined area of Ior�gitudinal reinforcement A[ ���=As' �O.SA�� 0.26 ��� < aetual [I�at,�p[yl at,bot=AS+0.5A�= Q.�6 ��� > actual (id�F�g�P#Yl Determine minimum diam�ter for Iongitudinai e�inforcement(ACI 11.B.6.2) d�� =MRX(SI24,Q.375)= �.38 in < 0.83 in j�c�t�aPF?�Y1 DeFermine minimum eomt�ined ar���istirrups(ACI 11.6.5.2 u 91.8.6.1} At l�_�1AX((A„+2�5,b06�v1�wl= Q.oB in�!ft < actuai [td���}apE�3 �max,fQr��IN[{P�!&,12)= 1 In S��qp=M4N(Smax.sheac �max tor)= d in � �ctu�[ [idcrt�PP�Y� LOAD ANA�YSiS FOR�EAM �e s�a• PSF �LF DEFLECTION ANALYSIS s�o e�s •a�• o �' OL 26 600 US1NG SIMP�E SUPF'ORTEC?BEAM o e • • �a�:�:,���� -�.... } • •••• s • sw o �aa.o � • �� so �ao w= 142Q F�F •�f!11• R i��• •!R! • U�TIMATE wk 75.t7 �&oa.oa 118.3 P{in �s�w�� • a�f• FT E= 44305C19 P$! s • • • •«s •a•oss a . TRiB 24 (= 1152 in' •�.s• • •a• LENGTH 10 •ao.os • s• ••�s • 0 n=-`�}�--� 0.07 in •�es�• ���! � s��� �OM9 PLF 384F.7' +• • •��• i.`d¢1.BL 1992 A�L D+L- Q.5 itt [QK] , • • pgp+w -��7a.oa AL�L= �.3 in t�if •����• • � w e Wtt= t892 iPYMY4 f • i • # •O i R O• • • i ! • •f • R f �U= ��.� k.{� e • s Vu= 9.9& k ••s• 27f73 � � �t�� ���,'���:���___.___ ro �<>� .. .. . . . . . . 4 . � . . . � . . . O��§ , . � .. �� . . .. � � g.� � . � . � . � , � . � . � . . .. . .. .. . . . . �� . .. . . .. . . •s�• • • . . . . � . .. . .. . .. . .. . w .. •os• •oe,s• . . . . � � . �• • e�.. � • . . .. . . . . , . .. . � •�r�• • �a,��� � • .. . . . .. . . . . . . . . �qo . 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M0�3 �U+Y � 'Sh�9r y t1.650Q KJft No 36.Sd00 52.00d0 No N.A. e....• • • R t • 6 i O O e• ! • • • • S�e��ealtt JC_G�1.�@5!i'C5 A�€ia�•�. _ _ Manua!Kz: False �a��r�g� Overrides Kz Sidesw�y�: False Limit€3epth?: Fa[se Override Fy?: False Manuai Ky; Faise Eimit Width?:False Qverride Cb?: False Ky Sidesway?: Faise Advaneed Torsion: �alse , ',Steei Material: ASTM A942 Grade 50 ' Speci�ication:AiSC ASD(2010) Composite�eam?: False Bracing peflections Seismic Compactness: Not C?uetile Lateral Teap(+y): Unbraced Stron d Nane HSS Weld Type: Submerged Arc Weld(SAW) ' Lateral B�ttam(-y): Unbraced 9 f Y}� ' Overstre�gth?; False Stron�(z}: Unbraeed Weak(dz): None �iue Load Reduction: None Dissble Checks?; F�Ese ' ' ' Check Leuel: E�ch I�imit Sta�e ' Str�r►g Fl�xure�heck:�t,e�l_�eam X��1 � � ��� ��� �#" „ ��. '�� ..,.,:, �:�.... `��'�, .�� � `: � � �� . � M001 ,WlIIX76 _ 8.150Q D�-L{i) _-98.09Q6', 406.6�b6 F2-1 t}.�43,� Lp=9.2218 ft,Lr--Z7.Q64 Et, �b= 15.6 ft,Cb= 13�F4$ MQ02 W1$X76 8.1500 D+�(�) _-98.0906 406.6866 F2-1 tl.��S12 �p=9.2218 f�,Lr=27.469 f�, i Lb= 15.6 ft,Cla= 1.344$ �trong Shear Che�k;�t�al_�eam X_G 1 . �� � �� � �� ��� �� � ,� �.. � ..�� �..'.. ... � � ' ` :� ' ..��:' .; ��� ����� ` � �` � .. . ... ... . ..... .>.. ....... . ..�':. .,.... .:. .��.. .. . .. .. . . . .... . . .�.. ... ....�.J . .�.'..., . .:..,.�.,, P�QQI W18X76 8.3983 D+�(1) 13.4307' 154.70fl0 G2-la �. ihear Area=7.735 in^2,Cv= Page 1 of 2 d a 33/73 FR�ME2.vap � Friday, March 29, 2C119 3:05 PM Str�n �hear Gheck:St��! �eam X_G 1(cc�rttinu�d �t � � ��. � �� =..� �� � � � � ��„ � ���� �?�� � ;,:::,. <�... ...: .. . ... ... .::: ::: .'.:`,.. .: �.::_.. ,, > .;...,... °: :`< , . .,... _. ` ,.: -:ti...,;: .. : ,: .,. ;: ::.::.:: MOQ2 'W 18X76 8.3983,D+E (1} 13.4307 f54.7Qd0 G2-1a �.Cy��5hear Area=7.735 in^�`C�9�� 1 • s •��s •�s��• • s • • •• • •��• s • • St��1 B8.3f»Z �1:ReSUltS •a�lse •ew+ saeaas —... .... — .. . .. . . . . , . . .. . . . _.... . see.e�•. • .. • • FF�cid) s�s�s� Manuai Kz: False Constraints Overrides ••••. •4 8!f• s • Kz Sidesway?: False Limit Depth?: False Override FYf����Sa . s o s..* h4attuai Ky: False l imiE Width?: False Override Cb*.�F�ia`'�• •• • e e.e a Rdvanced Torsi�n. Fa�4se . . s Kp SId@SWa�?: FB�SE ' �� •• •• • e e '� s�m a s• 5tee1 • ..•... . . Material: ASTM A442 Grade 50 * • • • SpeCifiC�$iOn:AISC ASD{2d10} � � a s s e s a •s��e• Composite Beam?: False Bracin9 � •t• " ..•... Seismic Compactness: Not Ductife Lateral ToP(+Y): Unbraeed Deflections s• . . ,. . • HSS Weld T e: aubmer ed Are Weld SAW �aterai Bottam Stron9(dY1: Nc�ne YP 9 ( ) (-Y):Unbraced Weak(dz}; None *,:••R Qvers2rength.: False ' Strong(z): Unbraced " Live�oad Reduction; None ' Disable Checks?: False Check Level: Each�imit State Strang Fl�xure�h�ck:�teel_Be�m�_G 1 �;, ' ��� �: � ... . �.., ��� : ��� �� :��' `, � � �� ��� ����1�€�� ���� > . ... �.... ��� ti... � .. �MOR3 �W 1�X76 15.50�Q I C�+l(1) � -66.7893 1�5.657Q'�2-3 `�.�g�� Lp=9.222E ft,�r=27.069 ft, Lb= 52 f�,Cb= 1.2829 Strang�h�ar Ch�ck:�t�et_Beam 2 G 1 _ €� � �i 3�� E�� ��` � � ��� � �� b ����� � � � � � �� r �� � �� ,.. „ „ � � �� � � ,�: � � ; � ,. ��..: .�. a���... � _::. �:�.:. � <v.,. �. _, ��. �. ....� � : ,,��:.� >. ; <. � »;::: ;. i. . .. . ,........�... ..< <: .. ... : .:t�::, ����MOQ3 ���WI�X76 i 15.50Q0'�D+�(1} � -8.6180� 154.700Q'��,G2-la �.Q�S���hear Area=7.735 in^2,G1,�=� Page 2 of 2 ; 6 e FRM4�if{. �LG3cd�4a I. R 5 Y'"i.FC�R4S3'B 6 PF���d..^��«A�4F{� : . M ..... ...... ..... ..... .._. ..._ CiRi6d(1���... ..... ..... ..................... ..,.....�., . ......� ..._ ..�.... ...... 6tM t C. ��� �H E��9 I��, � .. QE�IG4��Y: �F ��' �' ���1�iV A���QN A��'�7-"1� M T�l�'L�ATA - VVind PCessur� 151.�����(U�T�Pu1RTE) ° �� . � Wind Lateral Ult �5.��p��(MWFRS} DEAD l.C7AC7 25 psf ' : �.IVE�C3AGt 3C3��f , �1 Q.�t�Bt . : .. . 1�2 �.��� � - �3 .�.• 13:�C?f� .e m... �Idg. dth « � :��.2�tt . . � _ . ." �id�.'�f�ight . .. ��.o��t •s s�o s �aP'�(?����[9�'it ° *o e* CI.Df�fE i r•.o i JOIST��PARATIOf� •e.• 2�€iPt s . ... IVGEl�9 t4 D LQAQ r s' � . ..... . . P� R2 � . •ee•. . •♦ • •e w��• C}EA��j�'AC�' } •f��rC}Ik} Q,(l lI3 °. �IVE LQAD . .•.�1��� f�.Q�b •:•••• WINDI�OAD. « ` fL'Q!b �.C�fb , + .....• • • �4 s t�ft R�+R�l6 • • ! . ... . . • • �� •O O• e • •!}.L��1j •s•. E TQTAG 22 ft STRAP t rvet�-i�r�-2t� S��rA���Y Nu����u�:ViJt{���t��9x�,�"�x�t�:,�r��rC?�rRa�� �5 9.OQ ft #V��21�-?� S�i�F2ttP[3Y�it)-vtlF Yt�,°�s?}1adx1.5"N.tFI_S ItVTC7 t�fGG`��5 RE�G�"6C21�1 1 �€'��ce��s;!�"�[��Fc���,�t� .Span 4.50 ft GRAVITY fl(A Gra�rity (Cancentr.} O.Q Ib UF'LIFT 1��O.tl Ik� [t71{] Gravity (Distributed) 495.0 Ib LATERA�.1 ?�3.E�ib �43K� Totad Gravity(R1) 4�5�Q 9k I.ATERAL 2 �fi��,C}Ik� [i�K� f?.6 C7 10 psf STRAP 2: tv4'�i�.;A-��?�?�:�F�E.�S��i�,�P��iv�!vt�t�s�=(t�,1��x�r5"�i�E�:>�P1T`C�<51�F��f' C3.6 W 91.0 psf �vVt{61'f[1C?X1.5"�SAtL�I!tiTC���r1T NC7.1�'c�.i#�-�T;39�,Q� N@����Ifl(GOt1CPCitf.� Q.Q�� N�t llplift -72&.7 Ib GRAVITY �!A Total Net Uplift(R1) -72�.T Bb UP�lFT �r 15.C1�t� �C31C� ���CT'tC�N� �a�r�R��� ���s.��� [c��� s��r� ��.�a� �r��zA�z ����.��� ���c� Gravify (Canc�ntr.) O�OIb St1MMA&`Y Grauity 1925.Q!b LOAD R1 R2 tAT 1 �AT 2 Total Gravity(R2) 1925.0 tb GRAVITY �95,tY 9b 9925,0 tba R.6 Q 14 psf NET UPLIFT ?2&.7 db 2ffi33.$I� " o.s w s�.a�s� �a�r��.�� as,��� ���.s�a _ �e�upr�fco�,ce�,tf,} o.o« �Tf2��"INTERACT{U�F Ei/ALtIATlQN Nei Uplift -2�33.8 Ib Total Net Uplift{R�} -2��"�.6►� .�c��atad tl�a���`t � �c;t�.°3�s��1 � �e��€��L��� � �� . LA�"�RAt LQAIJ 1 A}�IALYSI� ��°���������R�e ���������t�� .����_�����.�r� - l.at.Wind Reaction 2$.1 tb(a"?ft �at�c3(� 1 0.39 4.04 Q.36 Q,79 [��� �.o�� {�,ar�> s�.��� (�sa) �tr�p 2 o.so o.o� o.za o.�� [ca�� �,a��R�c �a�o z�nr�cYsis Lat.Wind Fdeacfion �76.6 Ib a�ft Load (I.AT 2) 579.9 Ib (RSD) � ! PFt�JECT: SU�J��T: ��" ����i�F��°�L9���.=��°�it�" ` ADQRESS: E�AT�: SH�ET Pla. L?��tGN�Y: C3F l���1��1 �3A� C�t��f A�G�7-'IC# N �: QA , Wind Pressure 15�.61 p�f {U�TiMATE) . . Wind Lateral Ult 6�,'38 psf (MWFRS) , ' � DEAC�LQAD 2��s� LIVE LC�AD 3Q�st �'9 �.83� � , . � C.2 ��.i 5�t . . �3 �.Ot�6t •�:, BEdg, Width ��e���t . F . , °...,` 3..... �Edg. H�ight ��.t�t��t * . + ._ . .« . .�.. . . . ��Ca�?�t��I��"it t�.00ft ��we�s •rs• •����• e J41ST SEPAFtATION 2�it� •�r a�: • • + :���ss �{������������Q.�� •s s• e • • • s.. ,� ......... .... .... ... .. .... ..• �t' ....... .l.essoe t��t• M •st�• P1 P2 . . • • . . . ♦f���• •f • •R i�• DEAD L0,4D t�.�Y ib 0.0 ib • • s • • re: .• . «. ..s... LEVE�C}AD 4�.(3[kt tl.Q(b • .•�••. • • WlND LOAD Cl.t3 P!a �.�Ib • • • • M e • • w.�ers •ssee• L4 (5.(7t1 ft • • • • • �.�J £l,(�Of� •�s� .i • e• +�eeso� • • s �es• �TQTAL 35,58 ft STRAP 1: i#4�HTA-2t�GCJIJl3���TE�A�'�Y R3U-GU�V�fl(1�12C��§x1.£�`t�F�i��Ih,�Tc"�2 ST��€" L 5 23.75 ft ,�VVI�Li;t�{�'��X1.5"I�Er�il�i€VTC'i SERd�`C iVC�A P�Sft.1b-�3312.C3�'i F?�ACT10N 1 � �vr�-zo���u v���v����ar���.��°�r���r ir��c���r��� �pan 14.71 ft GR,4VI�iY ��t Gr�viFy (concentr.) ao�b vPLI�T ���5.a(ia [�K� Geavity (Distributed} 1617=6 Ib IATERAt 1 �35$,Q Ib [CIPC] Tota!Gravity(R1} 9617,6 Eka LRTERA�2 ��J40.C16k� [�lf� 0.6 D 1 Q ps€ STRAP 2: t�VH�ra-�C��Tt��3����'�;,�t��Y€�u-v���1�,t�)tt�dx�.5"�:Att.�Itv"E'�CX 2 S"!�'�P ((�.6 l� 91.C1 pSf �XVI{b)it7C�?�'1,5"�1t�,iE,.S i�11'���r1; E�lQr�Etits.4�3-Q392.t7b N�t Uplift(Concentr.} Q.O lb �1 P��fTH-2��Y i4U VtJ�1�`VI13�ODX1,5"F�1ST ih�TC7 ST��F N�E Up(ift -2381.21b GRAVITY �#A _ Total Net Uplift(R1) -23 �.2 6� UP�IFT �7'ES.t�Ib [�d{] ���CT7QN 2 �aT�R�i�.� �3����b [�i6] s��n zo.as� �ar���� �a�a.��� [��� Gr�vity (GoncenFr.) aA Ib SUMR�AR�` Gravity 229�.3(b LOAD R1 E22 LRT 1 LAT 2 Total Gravity(R2) 2296.3 IB� GRRVITY 96�57.6 I� 2296.3 ika 4.6 D 10 psf NET UPLIFT 2���.2 9ta 33��,3�b Q.6 W 91.0 psf �ATERA� $�.1 ��a 579.9�9a �v�t�p���c cco���nt�.> o.o�� sr�,a�rnr�����rro�v�v,�cuarrc�x Rlet tJpEift -�380.31b Tat�l N�t Uplift(R2) a33�#C�.3 i� ��'� i tf�a�if� � Acttaa��La�� � .��-tzc_aI�.���� � �.� LATEF?RL LC�.4D 1�#N,4LYSlS =�����-ca��e L���a�'t �tZ���+a�te Lc�t 1 .���r��a•a�r��L��� � �at.Wind Reaction 74.2 Ib(�ft StC�(� 1 Q61 0.04 0.2d f9,74 [E��C� ��ad ��a��> �s.� s� (�st�) Strap 2 a.7� a.oa a.�o o.s� [t��� L�4TER,4L LQAD 2 ANALYSIS L�t,Wind Reaction 476.61b�ft load (IAT 2) 57�,9 Ib (ASD} , . ����Ec�: �uBJ�cT: ��'������t��i"��t���L=53` dlDD12E8�; � �A1'�: SFiEET No. CJE�lC�N�Y: OF ��" ' P�1���1�IV �A��E['}�N�,�i��7�1i�' �AtT"�Y��7' Wind Pressuee 151.�1�s� (tJt�T(�A��} . . Wind Latera(Ult ��.��ps�(MWFRS} ' DEAD LOAC} ��psf _ _ , - LIV��OAD 3��t�E L1 ��.���t . �' . 3 t�2 �5.��tt . . _ ��.7 M!P f �V,V�S� � . � � .. � .... E�l�ff l7I�� 'V�PLA'l� • ! R�7�?.��Rt ,. y. . .. . . .... .. .. ... . .�. ... . «° [��f��". {,�flt M !♦ 14.t�C}f� •s s o a• ��C��2���l��1� o a�o o• C�.Clfl it i a•o s i JQIST S�RARATIO� *'o s• 2�irt s • .o.� CE1� �D L+C�AC1 . z ...«. . _ . . . P1 P2 . ...,e r .• . a.�s o• DEACf�(�9�D�" ° �"Rfl}t1 Ib J.Q EF� °. �IVE L C} • •o�P+f7 db Q.Q{b •i•o.s WBN[J�C�ADe i ` �t°s�dk� 4.C�Ib , : .....• e • �$ • Q��#� e.s�.. a o • • . �� •ee' « • •�.�0f� •.ss �TOTAL R�.5 ft STRAF 1: Ft�Th-2C�H E��,llE�tE��(R�P�Y�IL!-VU�Vt��('1��1i��1x'�.,�r"hl:a(t S tr�T�2 STRs�P �5 25.00 ff °�V4f{�a}1{��X1.5"NA9#�S(N'7`��SE�1T PJL764�Jt�.P€!-C}:',i�.�i R�,4GTtC?N 9 ��v���_�z������_��u�<���.;���csx E_��r��zE�s f�a��c������ r���cc�!��,ra��r����n �pan 23.0o ft GRAVITY P�A Grauity (Gancentr.} O.Q(b UP�IFT 5tJ�0.(l€b [CI€C] Gravity (Distributed) 2530.Q Ib LATER,4�1 �U� Tatal Gravity(R1) P53t3.0 9b LATERAL� 2�5t�.t'�d� [CBK] 0.6 Ck 10 psf STRAP 2: ��"f`�'-2QFi GC2t�l_�S'E`F2,�tr F3Y C��t-Vt��tV,'(€E3)it�e3x�t_�"�'Ad�.�t�{Tfl 2 STF��F� � 0.6 Vll 91.Q psf �iN�{�S1"C�L�X1.�^(�t.Gl!#.�3,VTQ��,�iF"NC�r�,t�t�,�£i�t3�t2.Q� �IB���?�If�(�OIlGb'[l�C.� a.Q�� 2 Nv`i2�[-�£1 Es'Y��U G"tJE;^1=7 1ti'�}X?.5°S�ittICJ 7C�`J4C�i?47 tv'�i AP{.'GN."'k 114"�iv�'uEr'1l�; P��t Uplift -37��_4 Ib GF2.AVITY t�� Total Net Uplift(R1) �3724.4 I� UP�IFT S�tIQ.C�lh [t�df] f2�,4C77C�N 2 LF�TE���1 �;� sp�n z�.�o�t �aT��a�2 ����.�i� �c�tt} Gravity (Gonc�ntr.) o.o Ib atl�1l1�9A�2Y Gravity 2475.0 Ib GC}AD R1 R2 l�AT 1 LRT 2 T�tal Grauity(R2) 2475.0 ib GRRVITY 2530.4 ib 2475.0 6b 4.6 D 1(}psf NET UP�IF1' 3'T2�.Q lb 3643.5 ib � 0.6 W 9fi.d psf �ATER,4� 93.7 9Ma 571.9 Ib _ t�et uptift(Concentr.) o.o Ib STi�"AF CNT��4GTlQN�Vi4LUA�Tf(�N Net Uplift -3643.6 Ib Tatai Net Uplift(R2} -3643.5 Ib ����cai��ti}`t � ,�ct�tc�t L. 1 � tte�tac.i�,czt 2 � � LAT��,QL LQAC? 1 AN�LYSIS �R���=����`�`?��tp°'t �dacn.�=ca���La�1 �Stgc�s�=eaa���'c�c 2 _ 1. [�at,Wind Reaction 7�,1 Ib(a�R �tf��? 1 0.74 0.00 4.25 �,E�O [C��� �o�� f���r�> s�.��a (�s�� Strap 2 0.�� €a.ao a.a� oAs� [�ec� C,�T�R,4L L�AL�2,4N�LY�t� Cat.Wind Reaciion 476�6[Ia�ft Load (LAT 2} 579.9 Ib (RSD) � i a P����T: J��.a��T: ����*.���a8������a�a�9� A�}�}��5�: .. - �p1��: .` a�l�����O... . DESIGN BY. QF �Tl�t�C���I+�P�1 �A���t��N A���7-�1�i , N7"�Y A A Wir�d Pr�ssur� �5�.'� �st {u�TC���E) . e ; . Wind Lateral Ult ��.b€3 p�f{MwFRs) ' � DEAD��r3D �5 p�f , LIVE�QAQ 3Q�s4 �1 0.��� : f� r� . . . �.2 �t.�t�tt L3 15,Ct(��i ..:. �ildg. Width �rs.��st � . � '«...` ...... . �� , _ . �Idg. Height �a.�t;€t .� . .... . . . �aP��}�� ��I��lt CI.C}C}ft ' ! •�•em• I •ru• •amsas ♦ JC}fSTSEPARATI(�N 24i�t •.�+�e• : i�s�+i �Q1VC,�FVT`R�TL�L�A,[? •e s• • e • . . . . . ...... s�.• , w = ..... P1 P2 � . • s e•.aA• •• « .•s.s DEAQ LQAD (2.E31� il.El!b s • ♦ a • .. . s:a. •• s •s swcsss �IVE LOAD Gk.t}Ila Cl.€�ih ` s•7•w• • • W}NQ LORD 0.�Eb C?.t31ta , i e w • ,� •�+•i• •.r.•. �� G�.t}t3 it e « ' s s • �..AJ 4.C�C�ft ' '� e s' •rses• •• o • •s w e • � s esR• �TOTAI. 32 f# � �TRAP 1: �fV�T,�-2�s Cs�U�����'s���t3Y��tt�-��t��t?�t��s)1C7ux#.�`�EA���1�?"���'i t���' �� 17.OQ ft '�xFi}t(€�}i6C?X'(.5"�t�€LS I�TC�.a�AT Ni"}�Pit�.tfi-{�3�2.�6 REA�TtQtV 1 � �vvr��-z����u vu� �vl����E�x�.�°����r�r��-e�s��.�� ��ar, a.so tt ��avf�rY ����.a�� [QK] GraviFy (Coneentr.) O.f3!b UPLIFT ��1'[.t3€� [C)�C� Gravity (Disteibutec!} 935.0 Ib IATERAL 1 P�A rotai����ty���� sss.a��a �-r��a�z ����.��� [t��c� 0.6 D 10 psf STRAP 2: 0,6 W 91.0 psf Net Upfift(Concente.} O.p Ib r��t u�EF�t -�s��.a ib ���vrr� [��� Tota!idet Upliff(R1) ���7 .�I� UPCIFT [��� REACTtOtV 2 t.R�r�€za�� [��] s��� 2�.�o n �.a���,a�a [��� Gr�vity �conce�tr.} o.o Ia SUMMARY Gra�ty 2585A Ib �QAD R1 R2 E.AT 1 LAT 2 T�#aE Gra�ty(R2) 25�5.0 Ib GRAVITY 935.0!ka 25��,Q Ib 0.6 D 10 psf NET UPLIFT 1376.�9b 3�QS.A 9ka - 0.6 W 81.0 psf L.ATERAL 63.7 Ib 57�.9 6�a N�t Up�ift(Coneentr.) o.o Ib STRAP IIUTERAGTIQN EYALUATIOlV Net Uplift -3&05.�4 Ib � T4tak i�Eet Uplift(R2� -3�05.4 lb .�c t�i:}�ata�'� .Aet�€csi i.cz�3 ,r`���uc�£�.czt< L4TERAL LQ,4D 1�kNALYSiS =��a����a��r�az�i������_�����.�r��.��p�,�F�������� ` �,a �at.vv�r,a�eactEo� s�.� Er���t Str�p 1 o.s2 a.00 o.ss o.s� �c3K] Load t�T�� s�.���a (ASDa Strap 2 ���vr4! #oivro! #aivro! ���vro� #ta�t�/o! LATERAL LOAt�2 AN,4LYS1� Lat.Wind Reaction 476.61b(c3�ft ��ad E��a� ���.s a� (asQ) ��oa��T: ; �aG�: ' . c�.��rv�: �Es��r���r: �a� .10�NfJ.: �2 DATE: REVIEW�Y: ' � C�nG #��c�lU�►tr����i r�B��e�t9n A�1 398-�� tNRU'F�l�T,4$�D�SICPO StJ�AA�l1ARY ` - ` CQNCRETE STRENGTH f� = 3 ksi � s ' REBAR YIELD STRESS fy = 6t� ksi , � GQ�U�4iN DIMENSIONS c,� _ $ in � , 4 z _ cy = �� 'in - "' 0 -� FACTQRED AXIfLL�QAD P� = 36 k s ' FACTC}f2ED MAGNIFIED MOMENT Mu.x = 0 ft-k � ..� Mu,v � 12.5 'ft-k ^ __ a � FACTORED SMEAR�QAD W x = ' (? 'k .' y _ e •n vu,Y ' � � " OL�JMN VERT.REINF. 2 �'��� �r ���at x di€. s9eE�s e �• �a� � 4 #R 6 atydir. CTota18�R6) 6 e :• �ERR REIN1�. +• � Eegs,# 3 � 8 in o.c.,x dir. TN��OLUMN���OGN ES 11C?�t�E1ATE. rsa•a• va• oosos• 'tl' legs,# 3 � 8 ino.a,Ydir. • sa���• 2�0.85 '� ANAI.YSEBe« •.• f` • � �s • •e r• eQ= , Fc �7 f�. , ES �400E�ksz ♦• •o• • 650 , �c. ••esM o a�i• s 4 ewwes • a• •e���t�06 � 0.85�' .��� �� , far- 0 s� U � • • a • �' •�eas• a i e� •s 1c = -a c� s s •�a t�1�50; 0_85�t�� , far- s�� � 6 • • • e���ss • s • • ���5 . far- ss �, e • •• e�e Q�Pn�k} �00 , i 1 i— a�a s a+e e � • i � f�, , f�r' ��> �, s • e s • s�► • • i 250 j � �Pn(kips) �INo(ft-kiRs} '� �'" � fiT AXIAG GC}AD ONLY 317 0 100 � � AT MAXIMUM�QAD 317 94 � AT 0%TEN$ION 212 2� i � 5� ` AT 25°/a TE(VSI(?N 167 3� AT 54°Jo TENSEQN 126 31 p ' __..__ � —____ .—__. —___� __—_.__ �: o ,o Zo ao 4o aT s,=o.oaz so aa AT BA�ANCEp CONDITION 55 32 �Mn(ft-k} AT f�=O.dQS � 36 AT FLEXURE ONLY Q 36 GH��K FL�XU l.&AXIAL CAP�GITY �u=(�v,x�t�u,y�7"� = 12.5 ft-k,(eambin�d bending IQad.) � = 9QA0 `�,(�he direcEion of cambined laad.} ��'max=0.60 �(R.85€�(fly-A$t)+fy A�J = 31 Z3 kips.,(at max axial load.ACJ 318-08,Sec.10.3.6,2} wnere � = Q.ss �ack s9a-�e,sec.s,s.�.z} > P� �sat�sraetar�] A�= 160 ���� Ast = 'a.58 ���- a=Ce(�� = 3 in(at balanced strain eondit'ton,ACI 10.3.2} �=0.48¢83 Et= 0.652 (ACI 3i8-O8,Fig.RS.3.2} where Gp = d Ee 1(Ec+Es} = 3 in �t= O.Q02069 Ee= O.OQ3 d = 5.75 in,(P,CI 7.7.1) �3� = 0.85 (AGI 318-48,Sec.10.2.7,3} �Mn=0.9�1„ = 36 ft-kips Q Pn=0,(AC(318-�8,8ec.9.3.2),& et.min=QAOA,(ACM 318-08,Sec.1 Q.3.5) �M„= 34 fi-kips�P�,= 36 kips > �� (Satisfaetory] Pmax = Q.0$ (AGI 318-0$,SGCtiOtt 10.9} Pprovd = Q.Q22 p�,i„ - 0_0� (AGI318-08,Section 1�.9} (SaEisfactoryj GHEGK SFlEAR C�0.PAGITY (AGI 318-Q8 Sec. 11.1.1,11.3.1,&11.5.6.2} �Vn=�fVg fi v�) tae�sta-os sec,��.�.�} - > Vu (Saflstactwy) wheee $ = 0.75 (AC(318-Q8 Sec.9.3.2.3} f = �Q ksi � �0 �v vc= 2(fc)a sRo V�= MIN(d f A�t s,4VG� Q�Vn - x 17.75 142 Q.11 95.6 9.8 19 5.75 116 Q.QQ 12.6 0.0 9 smax - & (ACI 318-p$,Sectiqrt 10.16.8.6} s�F�,,,� _ � in s�,,,, = 1 (ACI 31$-Q8,Seatinn 7.10.4.3) (SatisiactaryJ + 9 3 PRf�JEGT F'AGE: , C�E�NT: DESIGN BY: A.�.� - JQB NC}.: �'i �RTE: REVIEW BY: Cc�n�r�t��r,lumn��s� rr'��s��f�a���E���«Q� iNPUT DAT'�t�DESICN suMMaRY CQNCF2ETE STRENGTFI f� = 3 ksi _ X . � ' REBfiR YI�LD STRESS iy = �0 ksi , , � CO�UMN DIMENSIQNS CX = ��� $ � in �' ° � � cy = �6 in "' � '� 9 , -r �, � " FACTQRED AXfAL�f�AC� PU = 4B k -- FAGTORED MFiGNl�IEC�MOMENT ftA�X = ,� 0 '�ft k � � � .e - :� M„y = ��.5'ft-k - _., ; � FACTOR�D SNEARLQAD p � k , � ; vu.z ' � ,�� ,,. ,,. vU,y � �� 5 ��k � _ Gf�LUMN VERT.REWF. "� �#' 6 at x dir. •���!• 4, # 6 atydir. tTatal8#6} • r re�• •��• • SHEAR REINF. �' I�g�.# 3 C�, 8 in a.c.,x dir. 7HE COl.MMN��StCaN fS+6�@UAT�. • Q le,s,# 3 8 in o.c.,y dir. � 4 t� •R•e•« :ea• •�ee• • e s�a�• e s • ANA�LYS18 +:n=2 0��s s�F e �� �i� rt s 29QQCfk.�� : sqQ -...__.- — _._..._...- —.— --- _� E.c • • •s•ew• •i• 1+ •�Ri (�. • • �O.FSaf�� �in�-�� •• �)F" O F,�sar� soo�_ _��.. tr =� C��g+ ° s ��as' •s�• • � �0.85fA�,s�"�€�= �, • • �60� bP�(k) £is�-s e �� �s� ris��i• e��• • �4'_ aoo a � f�, , �/or s�i ?' � s a o• + � et •• • ������� ���f����s 200� � AT RXIAL�ORD QN�Y �T s• 0 ( AT MAXIP.�UM LQACi 4&7 24 i 1 I AT 0°k T�N8i4N 337 44 too,, ( � I AT 26°10 TENSI�N 274 47 Q '- -- — �-" __ i Al SQ°fo TENSlON 220 48 o to zo 3o ao 50 60 AT e t=0.002 13S 4g AT BALANCEC}CONQITION 130 48 $Mfl(ft-k) AT€r=Q.C?05 33 49 AT FLEXt fRE ONIY p 43 e��c���.�xu�aL a��x���ca�a��i°ry �u�(�u,x���u,y�?��� = ��•� ft-k,(eombined bending Ioad.) � = 90.QQ ",(the drrection of eon�bined(aad.) �P,�ax=0�8Q Q�[0.85 fG(,�j-Ast}+fiy A&�J = 487 kip&.,(at max axial load,ACI 318-08,Sea 10.3,6.2) wheee $ = Q.65 (ACI 318-08.See.9.3.2_Z) > Ru [SatisfactarYl P,�= 288 �nz- Asr = 3.52 in�. a=C6(3� = 3 in(at balanc�d s4eain oondition,AGi 10.3.2} �=0.48+g3 Ef= 0.652 (ACI 31$-08,Fig.R9.3.2� where C� = d£c({E�+�s) = 3 in Et= p.QQ20&�J £c= O.OQ3 d = 5.75 in,{AC1 7.7.1) �� = Q.85 (ACI 318-08,S�e.10,2,7.3) �M„=Q.9 M„ = 43 ft-kips Q Pn=0,(RCI 318-Q8,See,9.3,2),& et,min=Q.C14A,(ACt 318-Q&,Sec.1Q.3.5} �M„= 48 ft-kips Q P�,= 46 kips ? �u [Satisfactory] pmfl,� - 0.0$ (ACI 398-Q8,Secti4n 10.9) p�,rov� = OAl2 Pmin - 4.01 (ACI 318-08,Section 10.9) [Satisfactcary] GH�GK SHEAR GARACITI` {ACI 318-Q8 Sec.11.1.1,11.�.1,&11.5.6.2} - �Vn=4��s+�e} fACI 319-Q8 Sec.11.1.1) > V�, (Sati�factaryl �vher� � = Q.75 (ACI 318-08 3ec.9.3.2.3) f = 40 ksi - d � Av vc= ���c)a eRa � V�= MfN(d f Py�(s,4V�) ¢t Vn x 33.75 2?0 0.11 29.6 18.fi 36 5.76 207 Q.OQ 22.7 Q.0 17 sm�,� - 8 {ACI 318-08,Seetion 10.16.8_Sj s�ro�� = 8 in s,���, = 1 (AGI 31&48,S�efian 7.10.4.3) [Satisfactoryj . . ���'t l�:.�� �� �..�' ��aa.1�c�`. +v �e�t��t�}cart Ra.�E: �°ttzx�e�a?�.;;.'_. ,_�.,��:;u.ta� GLlENT: DESIGN�Y: JOB NQ.: �G-i DRTE: REVIEW 8Y: . . , , . .. .. � ,... ;;, � � � �:� ��� ;�� ;� �.�:.. �� �. .. „ ,'. ..... ;�, IIVPUT�A�TA�C��SIGN StiAfiM,0.�Y COI�U�1N SE�I�ION(Tu�ie or PEp�) �i���4�1i������ 'Ct�#� COLUMN YIELD STRESS Fy = d6 ksi � ^s� DI(u9�NSlt?NS N= 6.5 ft r , �: �:, I�CIJiL LOAD,ASD t�= 20'' kips .rti I � STRONG flXIS k�ENt�ENG?(1=Yes,0=No) _> 0 , yes,strong axis bending. '°A � • 49GlrlG�flA�D,RSD w= tl.67 k t ft �-, ` ��s��• •as • • '• • •a FI ��I�N 1�,���QlDA1`�. � . .eso•. ••.. p.•«s. . • A�1,4LY5tS •�s. +++!•• CH�CK GOM��tVRE�?CC7MPRESSIQN ANQ BENDkNG GAPAClTY(AISC 36Q-05,H1} • � • ••�• • •�s• 1 •���• • ���� �1r�+.$Ir� , T�t' �r�0.2 s • •�s#• • •Ri 7�ic��s �`vles ,�fcy. Pc s�s��� a • �• • = Q.55 < 413 [Satisfactory] e' � �-�' �—�, `�-+�"' , for F' <02 •�s��s • $Pc �Ff� Il�cy� Pc a •ss� • s a • • s����• s • • • • t •R � •Wh@� P�= ZQ kips "�• h9,� = Q fl-kips,at middle af calumn M,y = 3.5384375 fl-kips,af middE�of column P�=��/S2� = 130 1 1.67= 77.782 kips,(AISC 36Q-CIS Chapt�r� 3 Pt [Stit�Sf�CtQGYj M�X =M�/la� = 17.978 1 1.67= 10.765 ft-kips,(AISC 360-05 Ghapter F) > 3l4 fl9,� [Satisfactory] Mcy =M„I.f�& = 17.97� 1 1.67= 1 Q.765 ft-kips,(AISG 36Q-O6 Ghapter F} > 3fd!�y [Sa4�s(�ctarYl CMECK GATERAL DEFG��GTIQN ��M�]� Q.12 in t�.�ta�r— 384�'I � rt L/ 1Fp � 4.65 in [SatlsfaetoryJ Where E� = 29QOQ ksi (x= 7.8 �n4 1y= 7.8 �"4 � ���� �� ��� PRQJECT: tdEW AC�DtTit7N PAGE: � .. ,:,a.��x�°?�„e �.,�<;z...;>� C�dENT_ C)�SIGN BY: ` JC�B NO,: �uC`� DATE. ' REVI�IN�Y: >�. . .. . ,�.,� ��� �,. � INRUT C}ATA&D�SIGN SUMt�lAE2Y CQLUMN 6ECTION(Tube ae Pipe) �#��a����1t� Tube COLUMN YIE�Q STFdESS Fy = #� ksi � . �,.: - � DIMENSlQNS H= 6.5 fl -^` r �; �.< RXIAG�OAD,ASD P= 3� kips ,. , � STRONG AXIS BENDlNG?(1=Yes,Q=No} =a p yes,strang axis bending. � ' ' ,r,.... �... BENDING LOAtJ,�SD w= Q,6"�`� k t ft s.�- ._ •Kv e • • i •,..� •f�• !i •�• i C1G 68��HVti'a�Tt4d�\d6Ff16�. •i i• { ` R#i 0 � i • `ip�y/c(�a •i,!i• •i Y• •! •B 9 AI\F1d i ad1YT • CHECK CQMBINED G�MPRESSEQN AND BENDING CAPACITY(,4fSC 36Q-Q5,N1) s••+o a s f • e• sss •sw• � • • • j'�,. � ,�frx :�ry1 P,. •..es° �.s.�. e. .. .�_ '�'._`_" > ��f?7` ?�.� • � � t f���i •i ! •• f• �c r�1e.� t�cD' e J - Q.15 4 413 [�ati&faCtoe�t��•�� • s e • •• •e ws• .�1r 1 • �r ��rz Y � pr •����• • e �f- -F— > ��Y —<�.� s s • 2P� .�ex ?�`�c7' Pc w � i�i��• •• •�• • s � � * �' e • •• •a• WhErB Pf = 35 kip3 •• • : •�e• • + flA� = 0 fl-kips,at middle of caiumn e s•: t�,y = 3.53&4376 fk-kips,at middie of column Fc =P„ !S2� = 412 1 1.67= 246.99 kips,(RISG 3&0-OS Chaptee E} � PF [Sati�factorY} MGX =+14�f.�lb = 75.9 J 1�67= 45,449 ft-kips,(AkSC 360-Q5 Chaptee F} � 3l4 M,� [Satisf�ctarSll Afi�y =ft9„/S2� = 75.9 !1.67= 45.449 ft-kips,(AI�C 360-Q5 Chapter F} � 3f4 flR,y j���i�Paefo�Y] CHECK t�TERAL QEF�EGTI(7N �4M1'F�� �,LPid�3$4E1 0.02 in < L f 1�0 - �.65 in [Sati�factc�r}�j Wh�re �s = 29t3Q� ksi �x= 48.2 ��4 3'y= 4�.2 ��� � � . 42/73 R��e: t DeseanWin-,0.SQ Uc�;nsed to:Milton Gubas �E��m CeJnn�ctiott to Gird�r Reduction Factoe far�eam web Tnir�kness,Rtw: �irder:w�sx�s-,ass2 =o.s��s���y�twt�t���s}��} l�ft Side Beam:W18X76-A992 =0.94295"54'0.4251({3f16)*70} �Aomen4:4 k_ft =9.5267>1 NQ Reduetion Shear:25 kips Axi�l Force:0 kip� Weld Cap�city=48.7 kips •"�"��*,<RI(We(ds Are E70XX*°•"*"">'" Wekd Capaeity=4€3.T>25 kips QK �Fse�s�Capac'rt�af��am UV�� ` !.�#t SId��e�m �h��r C�e�necY�on U�ietc�G9ip Aaa�lef�): =0.4`�y"L°tw =Q.4`5Q�7.83"0.�25 Clip,4ngfes:2L3X3X519 B X?.625 in. =64.�?25 kips d!C ' Angle(N�t�riat:A36 �e�+ •.���up�rart S�ef� nn�ctit��r! 14� OXX Filt�t it4i�id� ��a d���rn W���3u�klinsa C�p�citv; .� EfFective Thlcic4���s of Su�p�t.��Ceriai:0.425 in. Top Cope Length=5.305 in. a�+��• •• e T�p Cope Depfh�1.563 in. • ��am Sid�Conn�ctian:3!�$�t$XX Fillet Welds Bottam Gope Length=5.305 in. •«•• Bottom Cope Depih= 1.563 in. . e . . .•.. .s• ��am Web'f�r`c�ry�ss:0.4�26�.• e-5.3t15 in. "•s:s• B:am:�ta Heig�t�1�.(�$,5 in. e=5.8Q5 in. . Bsar�Setbadc:Q.f,in. h0=15.085 in. ••••.• •• • •• s• d=18.211F1. �R LQ8d8ttq: • •o•o a• • Vertical�hear,y�25 k�ps : fd=3.5-7.5`(detd) ••°•°• =3.5-7.5`(1.563t1821) �t�4Ci�f�L,bad,N=Q kips� R�y��j�,�2=Sqrt(V"2+�1^2}=9qrtt25"2+0^2)=25 kips =2.856 s • •s • • •• Gheck Gle�r�s: Fbc m 33�20�fd'riv^21(c`I�0) Beam Web Glear Neight=15.085>7.625 in.C}K =33820�2.�56'0.425^2 1(5.305'15.085) � =218.047>0.6'Fy=30 ksi,Use Fbc m 3Q ksi �u� �rt��de 4V�ld:114 E70�X Shear�apaeity fram Bending,Vc =Fbc"`Sie=30`16.118t6.$05 Angle Thickness=0.3125 in. =83.3 kips �upport Thickness=0.425 in. Gross Shear Capacity,Vg Nlinimum Wald=3116 in. =0.4`Fy�hO`tw Wetd Size=114 a 3l16 in.OK =0.4*50'15.Q�5'0.425 Niaximum Weld=1(�ie�. =12�.2 kips W�Id SiEe= 114 c 114 in.OK Shear Gapacity=83.3>2�klps OK P=w°0.2121"E"`LtSqrt(1 +12.96`e^2 IG"2} =0.25*fi,2121 '�0"7.631 Sqrt(1 +12.86"3"217.63"2} 9h��r C�pacPtv�f,4nsalet�); =16.323 kips Fteduc�ion�aGtOr for Supp�rt Thicknes�,Rt Gross Ar�a,�g a L"t�7.fi3'0.3125=2.383 in^2 = 1.8�59 fy,�.tsl�(,nrL+wR)`E) Grass Sh�ar G�pacity: =1.8F359"50*Q.425t((Q.25+0}"7Q} =2"0.4'Ag"Fy 4 2"`Q.4"2.3$3"36=68.6>25 kips�K =2.29> 1 hlo Reduction,W�Id Capacity=96.3 kips Weld Capacity=32.6>25 kips OK ���tT!�fC���@f�:3�'����{�}�� ,4ngle Thiekness=Q.31��ir�. Beam Web Thickness=(1.425 in. tviinimum Weld=3116 in. Weld Size=3116>3116 ie�.OK Maximum Weld=114 in. ` We(d Size=3116�1I�b in.OK k=0.32T9 �=a.s��� �=7.sas��,. C=1,0648 C9 =E170= 1 Weld Gapacity(Befor�;8eam Web Check): =2`C"L*C1"D =2*1.065`7.625°1 '3 =4$.7 kips ° , > - .hiEt�.u� Pe�fis Anch�r 2.7,6 _ — --- _ --- _ __ _ _ --- --___ _ �ompany: _ Page: 1 Specifier: Project: 123 RESIQENCE D-1 Address: Sub-Project I Pas.No.: Phone I Fax: � Date: 312 912 01 9 E-MaiE: --- — _ _ 3pecifier's comm�nt�: 1 lllput d�t� ���xss��,�w� °'�. : � � .. Anchov typ�and diam�ter: MIT-HY 200+MIT-2 1t2 "�'����� �'"", Eff�etive em�edment depth. h��.a��4.724 in.(h�f.�;�„r=-in�} Materiai: DIN EN ISO 4Q42 .a• Evaluation Service Report: ESR-31�7 •�•° � •�•.a• Issu�d I Vaiid; 1111l2016�3l112098 •• • •:•• � . • Proof: Design method ACI 318-08/Chem •"'a•• s s w e •s a m i a ess•s• e • i Sfand-off installation: eb=O.OD�in.(no sfand-off};t=a5oo�n. ,,���� •�e• • • s • Anehor plat�: Ix x fY x t=18.000 in.x 12.000 in.x Q.50Q in.;(Recommended piate thickness:r1'o���c�afated •••••• • .*.s• P(Ofile: tt0 pfOfEIB •s s s e• s s � • • •.•�• 8as�materiai: uncracked concrete,50Q0,f�=5,000 psi;h=12.t1QQ i�.,Temp.shortliong:32t�2 F•e'� s 0 e e� •.••,• Inst�[lation; hamm�r drilied hale,Instalfatlon conditi�ot:Dry �•'�•� • .� • • Reinforcement: tension:cor�ditia�B,sh��r.ao�dition B;no suppEemental splitting reinforoemen�t prese�n'� ;„•e s• •••s•• edge eeinfoecement nane or<Na.4 bar + • o ! ' • •s • •••s•• • •. e • Seismic Ioads(eat.G,D,E,or F) na • � . er�• Ge�metry[�n,]&Laading�Ib,in.lb] � �� � � � � ,, � -�~� � w �� - �� � �� c'���'`�5�,� '� `' \�t'` t. ` � .,�°"'.�- .� V `A:,'�'��.��4�" ''�ia � g�," '���l "47 t.4����� �i � ���t1� �.\ y\ \ z`�l'�"��� �. ����� cs.� �����a� � �������� � � � ����� � ��� ' � �5������� �5�3� ����� �\ . '�i�„�� �� \ � ,y i ��\� �\\ l LU�' _ 7 R���..,������� ; VA� a l ��i`�,>1�N� ` h� . � ��,i� �', ^� z����������\ �` - �� ����s���� �i S `o���}\}'�;z`:,�a� ��,��c�����, . ts � 8 ����4c��4 i\3 1�t}z�,��.��� ,� 'f r� 7i �� 3 �'a��,,�y����SS�?����� ���� � �l� � �; z��4��, � ��`� ��'���'����`�` � �� £,t v �� g � `� £ � >s 2 s`t`�� ���� �r _..._—___.'_.._ ...__..__ ______'_..__..__—___—__"__ .._._"_'— _____"_ .._'—_" ___'_....._ _.._—_. ____"_'__"' Input da4a and resafts must be ch�oked for agreemeni wttfi ihe existmg conditlons and foe piaijsi6�I�tyi PROFIS Anchor(c�FOa3-26Q3 Hifti AG,F�-94�R Schaan Hiki Is a registered Trademarie of Hii�AG,Schaan � $ . , www.ni�ci.�a� Profi�Ara�h�r 2,7.6 - Company: Page: 2 ����i��;c: P€aject: 123 RESIDENGE D-1 �Address: Sub-Project i Pos.Na.: Phone I Fax� � t�at�: 3129t2099 E-Mail: 2 L�ad ����1 ���Iting �r�ch�r f�r��� v Load cas�:C?esign loads � Anchor r��ctl�n�[Ib] Ten�ian forc�:(�Tensi�n,-Compressian} Anchor Tensian faree Shear farce Shear 9carc.e x Shear foeee y �g Ga _ --- ---- _ __.. 1 4,25Q 0 Q 0 i i k: __ ._ ,p X �, 2 s... 4;250 0 0 Q Te�s[on m••••s � ���se� 4,25Q� • 0 0 0 r;,� :�� • 4 4,2� so�� 0 0 Q • •s•• • • •!i i 9 f!• ♦!�f�• ��x.concrete compressive strein: -[%o] • mex.cancrete'con�pressive's�r�s°s° -[psi] � �•s•ee�ulting tera�ian fo�ce in(xi� QQ0i4.000}: 17,40Q[!b] ���r�e�ulting cSrfi��s�tpn f�rce ip�aciy�=(O.00OIQ000):0[1b] * • ••.••• ••s•• • •• :���'C1SI��,�? • • •••o • •• s• * ••••.• " � • • • !_o�d Nua[Ib] C8(SBCity�Nn[Ib] Ut1I128�1Ot1�=PIuaI�PI� �t0tus • _.. — ..... _._._. ......._._._ _—___ __._..__.._. _ _. •s•+�1LeI Strer�,�1•s a —r a-- 4,250 $,695 49 (�SC • a s���i��out Ste�ngth` � •�• • 4,250 7,817 58 t�K •• • • •• � Sustalned�f��sb�toad Bond S�rengfih' Nf� N1F1 NtA NIA Gonerete Breakaut Strength"' 17,Ot}Q 18,837 91 OK �anchor having the highest ioading `*anchor group(anchors in tension} 3.1 Steel St��ngth Nsa =ESR vatue refer to ICC-ES ESR-31€37 q� N3�?N„� AGI 318-08 Eq.(C1-1} Yar�abl�s �s�.r�Iin.�l f�,�s[R��I . _. - t1.14 94,24q G�tctalatlon� �s;��Fb� 13,377 _._ �esult� �sa���� $s!eet � Nsa���� �ua��b� __ _. _. — - 13,377 Q.650 $,695 4,Z6Q 3,2 PutEout Str�ngth N�„ =Np eefer ta ICG-ES E5R-3187 �p N�„z N„� ACI 31&08 Eq.(D-1} V�rlatale� ������ - _--------__._. ___ .___..... 11,719 Cateul,ations - Result� Np�C��) @ c4���ta d� ���b1 -- -Nua CEaI __ __ _ -- — ��;��s o.eso �,s�7 a,��o l+iput data and resutts most be chacked for ageeement sv�th ttie exf�tmg can6itions and fipr ptaus�tad�ryE PRQFlS Anchor(c�20€}3-200�J Hilti AG,FL-9434 Schaan Htii is a registared Trademerk of Hiltl AG,Sek�aan . � m �v ` {� Y � www.h[tti,us PPO��a4fiGhO1`2.7,6 _- --- -- _.-__ _..._ _ _. _ __- ___- _ - -_..__ _... CompanY: Page: 3 Speci6er: Project: 123 RESIDENCE C?-1 fiddress: Sub-Praject E Pos.Na: Phc�ne I Fax: � Date: 3t2912Q19 E-Maii: __ - ---- ---.._.. 3.3 Gancrete Breakeut�trength (�Nc} �`� - I�NGaI ��@o"���d"V�GN V{Ec,�N�, ACI 318-0$Eq.(C?-5) �Z N��z N„a ACI 31$-08 Eq.(D-1) �G see AC!318-08,Part D.5.2.1,Fig.RQ.5.2.1(b) Rtvco =9 h�� ACI 31&08 Eq.(D-6} 1 v���N � +2 e� s 1.0 ACI 318-Q�Eq.(Q-9) �h�p� s�s• • • Wa�� �07+�3{15h��51.0 I�C(318-08Eq.(D-11} � ��� •��• •���te at •• r •��• �• W cp,N =MfiX��a=min 1.511ef\/ �1.0 ACI 3 9 8-0$E�.(D-13} •�e��• w��• •s s��a �ac Eac l • �� =kc k �hef� ACI 318-08 Eq.(D-7} •����s � � � ••�• •R••�• • • . • Vaeiat�les " • s����s Oif'B • •!f�f •!O!i• • • E � .....___ �c2 N flFl,� Ga mm�I�.� �#�c.�u • • •t • •s s�• - ---ef in. - - e��_r��in.�._- __-- __.- - ....._ - -- --- 4.724 0.040 Q.QQO 5.Q00 1.000 •• •� i ���• •��s�s •esse• • s � • • • • ��G[in.l �� n fe[psi] � + . � •..•:. _.-----�-----_..__._ ..-- a��e•e 7.Q$? 24 1 . 5,Q00 • • e • • e • • •�ass• •• • • •: • • Calculations �.;.•' _ ��F1C�Ift.�t _ _ �`h1CQ IICi.�� t�ec7_N_ b�ec2 N ____. ..._._._._—V�_ed,N__... . li�,M1— '.....__..... Np_i'��_ .......... ....._ _"__' '_' sss.as aao.ss �.000 �.000 o.g�2 �.aoo ��,4a� R�sutt� Nw�s���J �,���pF�te - - �' N�[Eb� ��a���1 28,980 Q650 1�,837 17,(}OQ --- -— _ - ---- -- --- -.. ._ __- ....__... Inpui data and resutts must be checked fQr agreement wtth the eztsting oanditi�ns an�1 ioe piaustb�ttry! PRQFlS Ancflor(c}20Q3-F006 Fiiifl AG,��-043a Schaan F�iiEti Is a registered Trademark pf HiFti AG,Schaan 4 � .t,ott�.e�� Prt�fi�Anch�r 2,7.6 - Ccampar�y: Page: 4 Spectfier: Project 123 RESIDENCE�-1 Address_ Sub-Project I Pas.No.: Phar�e I Fax: ( Date: 3t29f2019 E-�r1ai1; ��kl��t'��3�C� Load V„�[Ib] CapacitY�V�,[Ika] Utili�afi�n��V�,$1}Y„ �tatus Steel Strength` N1A NtA NlA NIA SRe�I f�ilur�;(with{ev�r arm)' N!A N1A NlA NIA Pryout S4eer�gth(�ond�trength controls)} NfA NtR P�IA NtR Gonceet�:edge faiture in direction"`* P11A NlA NIA N!A `anehor hta�s the highesC loading '"anchar group(r�levant anchors) • + �mm�.• o��• e � •• 5 arr�' : �..� �••��•The anehoPde'�i�n methoe��tn�'`'QFIS Anchor require rigid anehor plates per eurrent regulations(ETAG 001fAnnex G,EOTA TR029,etc.}. • •TP�is mean�laad re-distrtbfl tal�the anchoes due to elastic defoemafion�of the anchar plate ars not consid�rad-the anchor plate is �"••"�assumed�o be�afficiently�if#,�n arder not to be deformed when subjected to the design i�ading.PRQFIS Anchor caleuiates the minimum requirec� lsOr�late thiCl���s�v�ith F�M ta IimiE the stress af the anchor plate based an the assumptians explair��d above.Th�peaof if 4he e••;"Figid base piate assump4ron�s valid is not carried ou#by PRCYFIB A�chor.Input data and results must be cheeked far agreement with the .••�ex€sting�nd�t�D�is and f�r'p�4��(6iliry! s•••e'�anditio��A'app�ies when suppl�mentary eeEnfoecement is used.The d�factor is increased for nan-sFeel Desigr�Stcengths except Pullout e• Strength and Pryout stre��F�.•C�dition B appiies when supplementary reinforcement is nof us�d and for PuElout Strength and Pryout •:.„.�Strength.j2efer�your Ie�eal stan�I�rd. ..•.•• «s•••��sign Strengths of adhe�st�r�an�or systems are influ�ne�d by fhe cieaning method,Refer to the IPVSTRUCTIQNS FOR USE given in the � €valuatiQr�$enri�e Repaa fior�I�anirrg and installation instructions � The AC1s3R II-0�versi�an of tha software does not account for adhesive anchor special design provisions corresponding to overhead app!(catians. • Checking the tr�nsfer of Iaads into the base materia!and th�:sheae resistance are required ir�aceardanee with AG(318 or the reievaert standard! Fa�t�ning rn��t� the d�sign ��it�ri�! tnput d�ta and reauits inusf 6c�checked for agreement w�fh the exlstmg cond4tlons and for ptaus�hihtyi PRO�IS Anchor(c}2Q03-200fI MIRi AG.F�-9494 Schaan Hiltt is a regislered Traclemark of I-{tfti AG.9chaan y 3 , (��.... � .. . _ .nt�te.us Praf'ss Anchor 2.�.6 �__ ---------- __ ___ ----- --- _ _ __ Company: Page: 5 SpeGifier: Project: 123 FdESIDENCE D-1 Addeess: Sub-Project i Pos.No.: Phone 1 Fax: � D�te: 3f29F2019 E-Mail: � (Ct$'�c�E���1�C! t�c��s`1 Anch�r plate,staeE:- Anct�or type and diameter:NIT-NY 200+MIT-Z 112 � Profil�,no profi(� Instaliatian torque:354.03Q i�.it� Ho(e diameter in th�fixture:dF=0.563 in. Hoie di�meter in the b�se matesral.Q583 in. Pkate thickness(ir�put),4.500 in. Hote depth in th�kase material:5.724 in. Rec�ammended pEate thickness:not calculated Minimum thickness of th�s base materiaE:8,974 in. - Driiling n�ethod:Hammee dcil�ed Gleaning:No cEeaning af the drilled haie is required •..• • • • • •s.• ••••.• • i ♦ f 6.1 Recamm�anded acc+�ssorles •s • •••• . . • •�E!�• ♦!!• i f!t i• Drilling CleaRin Settin • --.. ___._. _...._--------- - �--- --- — -----��---.—��— --�r-a.as-as-____. .- - • Suit�ble Rotary Hammer � No accessary raquir�d � Disp�nser including casse�tt�s:d mixer � - •� �•••.. • Properiy sized driii bit • Torque wrench • . •s.•.w � " sa•• s .emm• + e � esass• e• a •s�s• e � ! f ♦ ss •s • •e eseea• A.Y •ses�� ,� e� • s • i • • i • i�i��• !OilO• s.000 s.aoo : • • • • _ _ __--- --__ _ _ _ ___ _ ---- - _ _ _ .. . ...... �.______ .;� . . .. . . i . . . --- __ _... _-- _ .._._..._ __....__.... } , s s.•. r—— _._. _.. __-----------_ __ �_ _ I I I I I �i i �i � Q, , � � �� �`� ! , , � t i L_, 3 L,��f 3', � � i i � � �� i I __ - _- ------ ___ _ _ , �i-- ,�--�X i �� � i � I � ' i � � � � i �,� 1 t�J�- —----._...._.� �, i � ; , �; o; ' i o: ; ' cci; i { ; � � o; o i I i i ; �,I � i �� i i � � ; ; i i i , �------- --____� _....___ .__.._.._ _ __ _ _.._ ---- � ----- � ,___. _�. i 3.000 � 12.dQQ � 3.000 � i- - — ---+,' --- ---t Coardinates Anchar in. Aa�chor x _�`--- --��R - �'x _ �-�--.. _�`�._._. — 1----6.Q00 -2.000 27.QOQ 59.00Q 5.OQ0 9.000 2 6.Q04 -2.00Q 39.000 4T.OQ0 5.Q0£} 9AOQ 3 -6.C3Q0 2.000 27.000 59.Q00 9.Q00 5.000 4 6.000 2.OQ0 39.0�0 47.OQ0 9A00 5.006 input data and resutts mvst be checked tar Agreament wrth fhe�xisting conrlitions and foc plsusbiliryt PRO�lS Anchor(c)2RQ3-2QQQ!-Alti AG:FL-9494 Schaan Mifti is a regist�red Trademarfc of Nfiti AG,Schaan . . � . su����a wunv,hifXi.us FaCt]rfi�Att�hQf$.7.6 - — -_ -- -...._ _. _ _ - --_ __ ----- _ _ _ ___ -- - Company: Page: 6 Specifier: Project_ 123 RESIDENC�[�-1 ,4ddresa: Sub-Project I Pos.No.: Phone i F�x: � D�te: 3129t2019 �-Maii: 7 �r��r��t �`�aar Gasap�ra�fiis�n ��ti�� e Any a�d�II in#ormatiQn and data contained irr the�oftware ccanc�en salely Yh�use ofi Hilti praducts and aee based on the principl�s,formulas and�eeurity reguiations in aceord�nce with Niiti"s Eechnical dir�GEions and operating,mounting and assembly insteuctions,eYc.,thaf must b� " strictEy complied witi�by the us�r. Ail figuees contain�d 4h�rein are average flgures,and thece€ore u��-spec[fic 4es�s are ta be conducteci prior to using the releuant Niiti praduct. The results of th�calCulations carri�d out by mean�af fhe Software are trased essentiaily on the d��a you put in. Therefore,You bear the sote responsik�ility for the�bsence of errors,ihe completen�ss�nd ihe reEevanee of the data tca be pu4 in by yau.Moeaover,Ycau bear sols responsibility for fiaving the results of the cai�ulatio�check�d and ciear�d by an expert,p�rticulaely v�iEh r�gard t�compliance with applicaksle norms and permits,prior tc�usEng them fcar your sp�eific facallEy. The Sof�aare serves on(y as an aid tp inj�;��t norms and p�rmits without any guarantee as to the ab�ence of errars,the coer�cfness�nd th�:releuance af the rasuits car suitabi�t�foe a�pecific a�plicati�an. g+*�s•You m��t��e all nece"����a�reasanable steps to preuent or Iimit damage caused by#he Softrvare. !n particular,yau must arrange far .� th�regui�r Mackup of p�og�am��nd data�nd,if appiioabEe,carry Qut the updates o#the Safhuare offered by Hi(ti on�reg�Iar basis.If yQu do •a••••noE use th�A6�Update fur�c�ian of the Saftware,you must ensure that you are using the current and thus up-to-date version of the SQftwar� . •In eaeh c e by carrying t�G�Mat1uai updates via the Hiiti Website. Hilti wili nat be tiable fQr eonsequences,such as the recouery of last or �••�•�damagey�data t,r progr�rr��,��ing from a culpable breach of duty by you. eessse • • O���t • •�i• • i •OOf! • •• !Y!!.!• • Y • •!O!Y• •� • •• •• t � * f•O Y Y! w • • • •!!•f• • • • s i Y o i e• • • M • ! O•i!i• s • • • E !• b i •f p ! R i i R! , .._—__— ___... __.__..._._.. ...._._._ _—__. .___. ...___..'_ "'_......'_..__._..__._... Is�put data and eesutts must be cheeked tor agreement�rntfi the e�istln�condttions and Par piausibiliryt PROFtS Anchor(e)2{103-2Q09 Hi{ti f�G,FG94S4 Sehaan Hi(4i is a registaEed Tra�iernark af H(t5 AG,&ehaan � F �Q1Y1�Jaf1�/ : ��'�fU�P���`��1� _ D�SI�CB�f : JQk? NUtI"tbeC : F�1 �fteCked By- �k�tCM ;.r,,, � 1,5 �� ��t� � ��� i� � ���5��3������\��1����`� j?`�\\������ �l�\���\,��\�� �-I afl �,\�\���` t�������a���\ �� E���������°��Q�� z���,����*' �Zi�\,�\(i,.13�'�. 4 �4��� � r1 �� �����ta 1vv ���v lt�yi W �� ��� �'�i �������\�.,�i ._ .:- �,'�ti���ii� � �`�,��'j�\\���,.{ tt� t�s����t����, �...��.�� �� , .._. ty}�i�� �,� ��� ti 3 . i1�����\ �ti� � �, ��zti � � �" �����i ���`53��� a1, ���\i� Zl�' •� � � $����t�� cr e �{`���\�,`���c'�\1���� Z ��`, �� e h l��{� ����':. 41t� �..��`�,��� �\�>��i\SE \ �\S} ��x��ci\1�i�\��4`����� � � c���i����i ���� \ 1t���t�? t� ��Z���.,��j�,`�,1�'�ia��� \�� ��l Cl��l ����\��` Zll�`` �::�\�����g>\'��,A�t��1��1��\�-� G.<�.,*„�.>i\Ua�.t.�r���,�,�{����� ��`\�� r-i 4 a a• �3r�����\\��ti��i`�,�231���,'���\�s� e� � ,..... • • :�v���� � •�e s Sl��`1�����`i��a��`�i��\�,�\`�``4 e • •a o�s s ���?i s«�`�;.�\��`z t��\\�����\� .._ s• s s r�• •• s • ,:. .._. ...... _..: •rs•sa •eeo ��, , i •sswea 4.5 ft •��s�s • • e •ms• mse�os ♦ $ e � • • •��esw •ese • •ass• Q@��t/5 ...... ,s • . � . n .. .. . .. ...... � seee:r s °, * , a • s ,; � � . ##5@1fl in � ` :'..::.�@6 ��..:. , ; • • ty • • �' � •�sses •R ♦ • •• � y,� �„ e � * ' W •��• '. �'.: ufi �'��, ��., � . �I � � � r-3 � , „ tr5 = ..,... .._. ._.. ..._ ...... �: �a.... _ � ��@za �.n "' Foofin�Elevatiarr 4.5 £t x Dir. St�et: 1.53 in� (5�5} � �ir. �te�E; 1.53 in� �6�5� �c�tto �eb�r Pl�n �� �� � � � ��., �#� � .� � � � i �+ � � � � ,� � �, Pedestat l�ebar Pl�n Rf�AFoot V�rsion 4.Q0 [E:\...i...l...\...iF-1.rfk] Page 1 s - �omp�ny : Februar��'2��019 D��igner : - Jcab REumb�r : F-1 �hecked �y: �� �� g ���d'f��S c'�t1C��'1"l�'�t°l� L��gth :4 ft �?C :0 ir� �ro�s Allow. B�aring :2000 p�f(grca��) St��!9'y :��t�si Widtl� :�f� �Z :0 ir� Concret�Weight :1�0 p�f Minimum St��l :00�1$ Thi�kr�ess :�6 �r� pX :12 ir� C�ncr�t�fc :3 k�i M�ximum�fi�el :eQ075 _ N�ight :12 an pZ :�2 �n C}esigr� God� :AG6 3��-11 Fca�ting T�p �ar C�v�r :3,�ir► {Juerturning!Sliding SF :1.5 Phi for Flexure :�.9 Footir�g �otk�m Bar Cover :3.�i�a G����ier�t of Fri�tio� :0.3 Phi for��e�r :Q„75 P�destal �.c�ngitudin�l �ar Couer :1,5 i� Pas�iu� Re�ist�nee of Soil :0 k Phi f�r Be�ring :0.65 o�.. . e �ss.� .... * . . �.Qa�� . . • � _ . .:e... •:�a(k} ••,••• Vx (k� V� (k) Mx (k-ft) _ Mz {k-ft) 4v�rburden (Psf} . [�� • 9.4 •«.... �OQ ....�� i ��,23 �....f � a •a�• • _ •s s�� �'�� �� •�t�s�. ,,. �', ',. ��,. • • ��,.. .. . ..... . ..._ ... .... ...... .. ._. .. _ ... ♦���• R• e� +� •�E•M• � �uX "}'UZ �'+�?f '{'�Z �-Ouer •• •• �� � •���e• ����`;\�;�� ��v z.,��;3 ��sa�ti���`t ��e.,, ����t E��: ..,,..,�i �,��..,.\�i�., * .o:ooQ A � � �. � e. � � a � • •osto• • • •saoag•�, ���.���E��`��ntl e�• R � • D�s'��p��� C�tegories �nd Factors Grass�lllow.(p�� Max �e�ring (psf� NE�xlAll�w�bl� Ratio �,��� z:�e�=� ��� x000 ��o,s��{�,} .�.�� , . _ _ _ �,��� �.�.�-z ���¢�L�. a000 ���2.��r�} .�ss _ _ ,���� �.�..�a�� a��+,sw�. �o�a �s�.s2�_�a� .��s ���� 2.��� s� ���.�.��� �000 �so.sz���} .��� _ , �t��� �.�:���� ���,�.���.L+.�sw� z000 �a��a����p .��� _ ���� �.�.,�-sa ����.���L-�,���. �ooa ����.os��} .�o� _ �a��� �.�.�-� es��+.sv�r� �ooa �,�����> ,00� ._ _ _: , ,a��� �,�,atl� es��+.��� _ �000 s��.��r�{�,� ,�s� R(SAFt��t V�rsictn 4.OQ [�:\...�.,.\...\...\F-1.rfk� Page 2 - , . Company : F�laruarj��2��019 Designer : � J�b�lumb�r : F-1 Ch�ck�d By: A B A B A � A � A � j D � � � � G � C � C 1 G�� 1�!�°�1 t�L. 1�t��.6�L 1 Dl�-�,7�i. �C1�+.75t��+.�5 t� : �9Q.625 p�f QA: 1592.�psf : 365.625 psf Q�4e �9t}.625 ps� (�A: �i 023,2� ��# 4�: �90,fi25 p�f Q�: 1592.5 p�f Q�; 36�.625 p�f Q�: �90.625 p�f Q�: 1023.2� p�f Qc: �sa.s�s ��f ��: ��s�.s��f �c: �s�.s�s��� Q�: �so.s�� p�� �c: °���'����� QD: �9�.625 p�� QE�: `i��2,5 p�f QD: 3650625 p�f Q�: �9�.62� p�f� rb C}: 1Q ��� p�f ••'•;• hi,A�:-1 ir� NA�:-� in iV�0.�.-1 in NAZ:�1 i� .....�i�AZ:-1 ��•"« '. NAX:-1 in NAX:-1 in NAX:-1 in NAX:-1 i� ..�:��VAX:-�ii�: •*•`•• . . .... . , +....: A � Q � IQ � '" • sars�rw •at• • •rao• •serEort • • *+ e •sss• • a • s s •s ef • a• •sess• ��tta• � Q {�e �} � � � * s + • e ` . . . � +t • a •rs�se a � �OeeMte 1D�+.75�L�.7�L .6��.�+.�WL o6D1�+.7�L � . . ��.�.: QA: �417sQ3 p�f t�A: 9.375 psf QA: �34.375 psf •• • • •• • • . . . Q�: �9�17.Q3 p�f QB: 9.375 p�f Q�: 534.375 p�� •"�• 4C: 1417.Q3 p�f QC: 9.375 psf QC: 534.375 p�f Q[}w 1417.03 psf QD�e 9.375 psf QC�; 53�.375 p�€ NAZ:-1 in N � :-1 in NAZ;-1 in NAX:-1 in N�iX.-1 in NA3C:@� in Footit�g Flexure 1?e�igrr (�c�ttam at�s} As-min x-dir(T'op Ffexure}: �1.9 i��2 As-min x-dir(T&�): �.3�2 in�2 A��min�-dir(Top Flexur�}: �.9 in°�2 As-min z-dir(T c��): 9.3E22 in"2 As-min x-dir(F3c�t F6�xur�): 1.9 inR2 �s-min z�die(�ot Flex�ee}: 1e9 in"2 z-�ir As z-Dir As x-Dir�s xaDir As Mu-xx Mu-xx �equir�d Prauided Mu-z� MuAzz Required Provideef D�s�riptian Categori�s and Factors UC Max (k-ft) (in^2) (in"2� UC Max (kwft} {in"2} (in"2) ..,AGI-98 9�1 '. 1.��1��1.71�L e1'1452 9,U9 e�7� 1.534 .11452 9.�9 ,°37� 'I.S3�4 _ _ �G1�99 9@2 1.05[?L�1.2�5E,.L.�-e4. '! ,0�4�19 3.�3 .072 '1.�34� ' .O�YEt19 ' 3.�3 .072 9.53� ' . _ . , �4�1�99 9-3 ,9�L.+.7�Wl� 0 (l 0 1.53�t Q 0 � 1,53�t ' _ _ _. _ _. t�� 16-5 1.2D[����l�+����. .Q7997 6.35 .119 1.534 .0799T 6.35 .119 �9.534 _ _ _ . IBC 16-f .9C?k,�1�� .E��014� 2.39 .045 1.534 ,, .t�3t3�94 2.39 .045 1.534 _ _ _ For��ir�_q Flexure Desi_qn (To,,� Bars) Des�ription C��egories and Factc�rs Mu-xx(k-ft) �C�ir As (in�} Mu-zz{k-�t) x Dir As (in�) : __ _ _ _ _ SV1t+0� 1�W+'1��-{A�1-99 9-�,AGI-99 9-3� .814 , Q .�1� f3 __ Nloment Capacity of Pl�in G�ncrete Section Along�and z�= 19.6�1k-�t,19.6$1k�ft Per Chapter 22 c�f,�Cl 318. RfSAFaot V�rsitan 4.Q0 [�:t...\...1...1...�F-1.rft] P�g� 3 . - C�mpany : Febeua��2��019 �e�igner : Je�b �lumber : FA1 Che�k�d �y: �O�tit�t�Sit�ar Che�k Tv�o W�y(Punching)Vc: 24�,4�61 k Qn�W�y(x C?ir. Gut)Vc 6�, k Qn�Way(�Dir. Gut}Vc: 62. � �P�anchio�g x Dir. �ut � C}ie. 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Ci 7.�� 0 7,6Q4 t�a4 ' l�i�A, �4��� Z.d.1a�� 1�L,+a6 L _ 4 1,755 _0 _ �.T55 ' �la4 �5�4 _A��� 2,�.1�3b 1�L+.7�L � 4,275 _ Q _ . �.275 P1� ��4, __ . AS�� 2e4.1 m3c ' 4�L�.75LL+.45WL 0 4�.91� Q 4,9°f 2 �A (�� _ ,._ _ _ , ASG� 2.4�.1p3d 1DL+.75LL�.7�L 0 6.�02 0 6.�02 NA " �lkQ _ _ _ __ : ASC� Z,d.1� .6��,�.6�IOL 0 .0�5 � .0�5 hla� P1A A�CE 2.4a��5 .6�L�°.��t� 0 2w5f5 _ 0 �2.565 ��'�`6 �A ' . . . ��.a ..�'... Va�xx: AppEi�d Lateral �'orce t��au�e �(iding Al�ng xx Axis `• • :••• �� •so��� •r�• • Vr-xx: Resisting C.aterai Forc�Rgainst Sliding Along xx Axis �,,,;.� "••" • . . ��-XX: ���IO 0��/C-XX tQ�a-XX •o R• s•�e s• • ♦ * • • a •s�•e�s see• • s•ws• eaerea •• i • • • . �s�es • • • !i •• ! !• •�R�E• Ai�Rt• f • • • � � � r • • f !t•r!• f!6!!! 4 • + s • ! ♦ ! •f • M••!•tt f •• i • • • • l8i4 RISAF�ot Versi�n 4.00 [E:1...\...\...0...1F-1.rft] P�ge 5 � p Company : Februar����019 C1e�ign�r : .. 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', m ; ; �caoting�f�v��ic�n . ����Q �.� � �� � �i�,at��9; 1>�� in� (6�5) ��ir. �����e 1,�4 �r�� (6#5� � � ��b�r� l�n �� �� � � ��: _��� � ' ' a � � ' �, � � '��� � � � �_. � r ,�, Peci�st�!R�bar Pl�rr RI�AFo�t V�rsic�n 4,00 [E:1...�...1...�...\F-2.rfE] Page 1 ' . � C�mpany : Februar����2019 _ Qesign�r : Job Number : F-2 Ch�cked �y: Cec�tn�tr�/, Mater�ial��ttaf�rit�ria ��ngth ;5 ft e�C :0 ir� Gross A,Ilow. ��aring :20�0 p�f(+�r��s} Steel fy :6Q k�� ltVidth :��t e� :0 ir� Goncr�t�Weight :1�5�cfi Minimum �fe�# :,OQ1� Thickne�s :16 �n pX :12 ir� C�ncrete fc :3 ks� Maximur� SteeE :.Q075 Height :12 ir� p� :12 i� ��s€gn Gocl� :A�1 31�-�1 Foating Top �ar Gouer :3.5 rrr Qverturning 1�liding aF :�9.5 Phi for Flexure :0.9 �aoting �ettom �ar�over :3.S fr� C�efficient�f Frictior� :0.3 Phi far She�r •���� f��destal I�ongitudinal Bar Cav�r :1.5 �n Pa�sive Resistanc� of Sail :0 k Pt�foc��ring �°C��S •.�... .. . ...A • . 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QA. 62Q.133 psf QA: 1.�� �a�f QA: 2�0.2� psf Q�: 620.133 p�f Q�: 'i.��psfi Q�; 2�0.28 psf QG, 620.133 p�f Q�: 1.�8 psf QG: 2��.2$p�f Q�e 62fle�33 p�f QC?: 1.8� p�f Q�; 2�0.2� p�f N .-3 �� N .-1 En N :-'E in MAX.41 �� NAX.-1 ir� NAX:-1 �r� �ct�tin�r�l�xur� Desiqn (�ottom �ars) As-rr�ie�x�dir�T`op Fl�xure}: 2.375 in^2 As-min x-die(T& S}; 1.72� in"2 As-min z-dir(Top Flexur�): 24375 ir�"� �s-min z-dir(T t�S}: �<72� in"2 �S-tTtitl X�f�tf���� F1�XUC2}: 2.37�iE1�`� As-mir�zmdir(�ot Fl�xur��: 2,37� i�"`2 z-C�if As z-Dir Rs xaDir As x��ir As Mu-xx Mu-xx Requir�d Prc�vid�d Mu-�� Mu-zz F:�quir�d Pre�vided C�e�cription Gat�goeies�nd �actors UC M�x {k-ft} _ (in"2� fin"2) _UG Max (k-�t} _ (i�"2} (in^2) e0.G1-99 9A9 1.AC��.��.7�E. ,061�7 5e9 w11� 1.�4�� .Q61�7 509 ' .1�� 1.8�1 A�1«9�9�2 1e05�L+1.275L,L+.a, ,0�943 .9 a017 1. 1 .00943 .9 _ .0�7 9.��1 ��IA�9 9-3 a9€��.�47��i/� 0 _ 0 0 1. 1 Q 0 Q _ 1.��1 ' 1�� °1�-5 1,2�L�°9 LL+��1e .Q4326 �i.13 .077 �,�49 .04�26 4.13 .Q77 10��°! t�� �6«6 .9�E.�1�� .0164 1a56 .4�9 1.�4�9 .Q16� 1,�6 .�29 1.�41 __ . �c�c�tir��Fl+e�ure De�iq��a (Top ,�ars) C}eseriptic�n Gategcaries and FacEars Mu-xx (k-ft) z Dir As (in�) Muazz (k�ffi) x Dir As (in�) � ��� _ 1SW�-1C}�-{,4�1-99 9-3,A�1-99 9-3} _ 2.34� 0 2.348 Q t�o�ent Capaeity of�fain Conerefie S�ction�long xx and az= 2�#.6Q2��fi�,2�.602k�ft Per�hapter 22 c�f ACI 318. � RESAFa�t V�rsion�.(}� [E:l...l...\...1...�F-2.rft] Page 3 � f f } � Company : Februa����C}19 �, Designer : Jota Number : F�2 Ch��ked E3y: FaOfing Sh�ar�laeck �wo Way{Punching}Ve: 2��,4�6� k On�Way (x Dir. Gut)Vc 7�,05 k �ne Way(z C?ir. Cut)Vc: ?�.05 k Punching x Dir. Cut � Dir. Gut ' Descripti�n C�tegories at�c! Factors Vu(k) Vuf: Vc Vu{k} Vu! Vc Vu(k} Vu(. Vc A�1499 9�1 1.�C3L°��m7�.C. 12.417 .U67 ' 2.981 .051 2.9�1 .Q5� ' A�1-99 942 __ 1.Q�D�.�1.275���.76�PNL 1.�93 ,�1 045� .0�� ,4�5� .QQ� ' �1�E-98 9�3 .9�L°�.7�4+VL _ N� NA, �.Q3� .01� 1 o03�M e e .Q1� ' 1�C 16-5 fi.2t�L°�1LL°�1�1� 8.6�1 .047 2.Q�A� ,03� . 2. 4 * .036 IBC 16-6 .9�L�1�1� 3.291 ,41� . .T9 , •Q�'i.�' : .79... .0�3a...s. _ _ .... _ . •s���• � • � •��• •fes�e A�desfal D�s1gn •••••• ° • . �... �hear Check Re�a�lts{�nvelope); � # :'°•:• t ° .... ...e. Vc Vs Vu Vufphi"Vn °�•• ., ,� • . �hear Alor�g x Direction: 13.063 2�.95°! 0 p ••7�•' • • , R•s•• • �M ...... Sh�ar Along� Dir�ction: 93.063 21.�5'1 Q 0 ;'.T�p•� . s• Pedestal Ti�s : ��{a"�6 ir� • * . , • sa�tew •�erss • e • • • • • • ��nding Gheck Re�ults (Envele�pe}: P�A Laad �c�ntour Nlet�od {€or bia�ial} �� • , .. •••••• . � , • . Unity�h�ck : .109 Phi : .9 Parm� Bet� : .65 ••.. Pta : -5.17� k Mux : 0 k�fk Mu� : 0 keft �'n : �63.Q14 k Mnx : NC Mnz : N� (aoverning LG : 11 li�n�x : N� Mnaz : NC Ped�st�l Bat's : S#3 °fa Steel : .6136 �oncrete B��ri�� Ghe�k('Verticaf L�ads �rrlv) Bearing �c: T34.4� D�sceiption ��tegories and Factars �earing �u {k� �aaring �ut: ;�� A�I-99 9d� 1a4�t�+1.7LL 14.�93 .03� ,_ . _ �iCl-99 9�2 1.0&!�[��°1.275�L.°�.?6VtF�. 2.36� .4C15 . __ _ ___ A�I-99 9�-3 .9�l.�.7�WL 0 p __ I�C 16�5 1.2D1�+�L.�+1 EE. ' �0.4��4 e022 !�� 16-6 ' .9L�L�°1�t� �.00'I ,00� , . _ _ �verturninqr Check(S�rvi��) D�scription Categ�ri�s and Factars Mo-xx (k-ft) Ms-�cx (k-ft} Moa�z (kmft} Ms-zz (kmft} dSF-xx U5F-zz ASC� 2.4.1-1 1�l. (� 29.'i 96 0 29.196 1�� P�,� AS�E 2.4.1 m2 1�C.�a1�� __ _ . 0 41.946 _ @ 41.946 l �IA _ , N,�► , A�G� 2.4.1-3a 1�L+.6WL 17.4 29,196 _ 17.� 29.196 ' 1.678 1.�78 �SCI� 2.�.1-3b �D�.�.7�L Q 29,196 0 ; 29.196 �IA �IA� ASCE 2.4.1�3� 1 Dt�+.75LL+.451�IL 13.Q5 ��.758 _ 13.05 3�.758 2.97 2.9? _A�C� 2.4.1-3d 1C}l.�°,T�Ll.�.7�1. Q 3�.75� 0 3�a75$ �lA N,4 �S�E 2.4.1-4 .6@�.+.6W1� 17.4 17.517 1T.4 17.51 r 1.OQ7_ �,QO'� 1��GE 2.4.1-5 .6�L�.7�L Q 17.517 0 17.�17 �4�4 _ , NA Mo�xx: Gaverning Qverturn€ng Moment ab�ut AD ar BC - Ms-xx: Gc�uerning Stabli�ing �tament abaut��or BC �SF-xx: F2atio c�f Ms-xx ta Mo-xx RISAFo�t Versicsn 4.00 [E:�...1...\...\...\F-2.rft] Page 4 d ' a �ott�pany : Febfuar��2?�Q19 D�signer : ._ Js�b �Ic�tnb�e : Fm2 �he�ked �y: Sli i�c� ��h�c�(`�� ic�) Descripti�an C�t�gc�ri�s and Fact�rs Va-xx{k} Vr-xx (k) l�a-zz (k) Vr-zz (Ic) �R-xx SRazz ' �R��� 2$�4.1-1 ��L 0 3.5�3 0 3.503 t�,R f��4 _ ._ . . ; _. �4��� �.4.'9�2 �9 f�L�1�€� 0 ' S.�33 ' 0 ' S.Q33 iV� [�a4 _ __ . A��� 2.�4.1R3� 1��.�.6i�f� 0 'l.4�15 0 1.4�5 '! [VAe h1,� A���� 2.�.143b 1i��,�°.7��. Q 3n5Q3 Q 3.503 i t�� ._ . tdA ���� 2,Q.�-3� ���.�-.?5L1��°.4�aVY� 0 3.0�5 Q 3.Q�5 �lAx _ P�� , __ _ , , ,�����:4o�-3d °I�L+.75LL°�.7�1� 0 4.65� 0 4,651 N�4 �tA ��o�A�' A��� e#�1�4 ."G�E��,6�L _ 0 .Q�4 0 .Q14 I�� NA �• �� .��.�-� � .s�L�,���. � ze��z o �.i�� �� _ . �� • ..s. �.�.a. ��e�.. . 4 .ua�xx: Rppl'sed Lat�'ra��acce te��au�� SEitting�lang xx,A�eis :"•••�Jrmxx:,� 's�ng La�e�ral.Feece Against�liding Along xx,�,acis . ••••SR-xx: Rati�of Vr-�,t�.�j�-xx e • , .. ..... , . « e . �,.... e. . .. .. . « ....e. . . . • • • ! w . e�'��e• ♦+s�e• � � s ♦ • • + • as���• � ss * � •e � � • s •�a• �6SAFoot V�rsion 4.Qt� [E:l...\...1...1...1Fa2.rft] P�ge 5 ' i 1 . � Cor7lparly : F�.'brUar��2�,�019 �, �esign�r : Job M1lumber : F-3 Check�d �y: Sk�tch ,� � �.� �t .� ����� �\��������..�.,�ti�����5 y� _ tS,� ��"�����i�S��\'��; ���, 44��`��1�\� �� i��t��� �'"��? '�i\\ � � �P1 ��\������ L� ���\���l�t�.�i ��,�°1�1'`,�,�.����,�c.�,��t����{�� � �;�� ��.�,., � ������.���'���� y,y � .i %,�� ,� ����E�R��\��� t� � � � � � �ls����ti�k-�` �',�1`��i'�'��,1.4�� k 1»�.1j`V�1� � ��, .. �.:s. ������ ��i�A��.�\ �g �\�������Z�l�c.�������� t���� �' .... .rl 1a a �� � � � ��������VA�,� •s a• ���A����1t ��tr�,�� ���tO *, � �ti � • • � ��3���j���� ��c���t>>��y� ��z'��t�t� �\y�yc�������"l�ti tt? •��• ��� �.�1 3�\Ep t�. 1t*.i��a�A.� *..,��1'�,�3...�� .vt..<:,�it„x�<�.,�,k.tl;...�<..• e�s s s• �`£�";����� ��>>��>��;�� +• °"¢ : ��s��\��\ti���\��;,i�'�1�� �s��• �\� �F� \``� " ��������tt ���\�\l���` i�����\ e w�• •��• • �\�`��{���\�\�� �`\\�\��ti�`�; • •�ese• 4 \�,v��,.<.,\14��1k\���\�2 z�.>\�� <.. •s•�s r• • s • •�e• e eeesa• .,. ..... _._ .._.: • • � s a 6 �t a��s �sassa ss�ss i!!R�• �� � � • � ' • ! � i!r•0• /� g •p �d LJ��i��dJ e�•eee � •• ssa•�e • + B O ` ! O �� e���.s sesass _ e • �.' •� e � s ... ,. �3��.Q ].Ti �s � •t�l����� SFl�mmcaoi ........ . ...._.. ......._ ... . _.... ... ._., ..Mw.e.s , .,... .... . .. ......, ����.. � ri � � ,� � y,F � � � .-i _ � r, Z � � , . Foc�#ingr;�i�vatian #5�i� 2� � �� x E�ir,Ste�t: 2.15 inz (7�s� z�ir. St��[: 2,15 in� (7�5� o�to R�bar�/an �2 �.� � � �., ��� � � � � N ��,....... � � ,� �'..� .� � .,...... _...,, ..... ...._ ...._ u1 P�desfat Re��r Plan RISAFoot V�rsion 4.00 [E:\...�...�...\...iF-3..rft] Page 1 � , � a - C�mpany : Februar��`2��Z019 D��igr��r : � Jc�b Numb�r : F�3 Chec#�ed �y: e� �t , �fer6�1� �n�Grit�ria L�ngth :6�t e?C :0 �e� Gross�ll��r. ���ring ;20Q0 p��(gr���� Stee1 fy ;60 6c�1 irVidth :6 ft e� :0 ir� Cc�ncr�te Weight :�45 p�f Minimum Ste�l :,Q{�1� Thickne�s ;16 �r► pX :12 �r� Concr�t�fc :� k�i Maximum �te�l :°0075 P Ff�ighE :12 ir� p� :12 ir� ��sigr� Gode :A�6 31���� Foc�ting Tc�p ��r Cou�r :�.S ir� (�verturning I Sliding �F :1.5 Phi f�r Fl�xur� :0.9 F�oti�g'�dt�om Bar Cover :3.5 ir� �oe�ci�nt of Fricti�n :0.3 E'hi f�r Sh��r :0.75 � �...�•Pede� L4�ngitt�di+��B�r�over :�.5 in Passiv� R�sist�nce af�oil :� � Phi for�e�ring :�.65 ', .... . .� . • «... .a.«�. .,e,.,LO�aI� � s••••: . �P{k} ••••• ifx{k) Vz (k} M�(k�ft} Mz (k-ft} Overburden fp�f} ! !DL ••...:6e3 4.... . 100 .....I _ ����eN-�- • s��ei"J ��s.�a• . . _.. . . •sso• �•�* �'��,� •e� •• ._.. _... _. .. ... .. ._. .. .. e• ....s ¢� :i:�o o: ._.. -P-VA .�V� ... . ... �'�'Mk ._ . '�M2 ... '�'��V�C • • a o o r s• r o 0 0�s� ..����;.�f� R �Ua�:ii.��i�a �.�i:ti�:� !�`� �,��„�.: na��..»,�vl .R�.7:�.\&;�l',��a� s • • • • • A � D �.r � �, � d •a•�s• �. + ' •♦ � s • • • a�"C}!�,8���"i"�q Q��cription Categorfes and Factors Gross Allow.(psf� Max Bearin9 (ps� MaxlAllowabie RaEio _ . _ ���� 2.�,�-� �ca� , 20�0 �ss.���_(,�� .��� �a��� a.�:��z 7��¢�t�t, z��o s��.s�x ��? .�ss ' __ ._ _ _ _ �,��� �.�.���� ���+.sw� z000 ���os�r t�� .a��� _ _ ' e4��E 2.4.1-3b ; 1f.�1..¢.7�L 20Q0 ��9.�83 {�A} .235 ���� �.�.�_�� 7�a�+.����+m��vv� �000 _ ���,��� {�} .zo� _ _ _ _ ,���� z,�..�-�a ��L+.����.�.��� �000 s��.���{�� .��� . �����aa.�-� , .s���.sw� �oao .o��4�ap �,�ssss�ms _ _ ���� �.�.�e� .s���.��� ��o� 2��.����� s��� RISAFo�at Versic�n 4.00 [�:1...�...1...1...1F93..rft] Page 2 � � S � C�rnpanY : Februar��2���19 4_ D�signer : Jtab Nurrtb�r : F-3 Checked By: A � A � A B A � A � � G � � � C Q � � � 1 D� 9 L?L�1 t�t� 1@R�.6VY� 1���.7�l. 1 Ci��°.75L.L°�o�SVifL. � Q�1: �69.5�3 p�f Q,4: 677.917 p�f : 1�7.917 p�f t.�A: 469,6�3 �a�f QA: 4��4. p�f 4�: �69.5�3 p�f QB: 677.917 psf QBa 1�7.917 p�f ��: A�69.5�3 p�f: .'��: 49�. •psf ....., Q�e �469.583 psf Q�: 677.917 psf QC: ��7.9�7 p�f �C: 469.5�3 p�f �" �G: ��4�� p�f .• Q�; 469.58� p�f �D: 677.91? ps# Q�; �1�7.917 psf ��: �69.5�3 p�f•••:•��e 4N�! 3 p�f ....:. NAZe-�1 in N�� :a9 in NAZ:-1 ir� NA�:�1 in `�"•••MV,0.Z.-� ir�• . . �AiX:-1 i!"i �.��.-'� Itl NAI�:-'� tEl �p.X:-'� IRl �••s•,�Q�:����•s. .as••: •�•• * •�as• /� � � � /�t B ••s'•• •f r • �, • • • f � f i 9 M• f i i i � �� asesas •fi��R � f � � • • • ♦ ' • • •��s�• •aess• � Ce � � � �+ • • • e . ° s • . . . s• ` • *s •e•wa• 1�t�+.fi6t�L+.T�� .6�E.�.6W� .6DL+.7EL ` " • • ' .... QA: 625.�33 psf QA: .Q�3 p�f QA: 2��4.75 p�f Q�: 6��,�33 p�f QB: .0��p�f Q�: 2�1.7�psf Q�: 625.$33 psf E�C: .0�3 �sf QC: 2�1.75 p�f QQ: 626.�33 p�f QD: .4�3 ��f QD: 2�1.75 p�f htA2�-1 in Id :-� in NA�:-1 ir� N,AX:-1 in NAX;-1 In NAX;-1 In Fo�tinc�Fle�rcrr� ���i�n �`�ottom ��r�) As-min x-d��(T�p Flexure): 2.$5 in�2 As-min x-dir(�"& �}: 2.Q74 in"2 Rsamin z-dir(Tc�p FPexur�}: 2.�5 ir�^2 As-min�adir{T�S): 2.0?A� �n"2 Rs-min x-dir(Bot�lexuee}: 2.�5 in"2 As-min�-dir(Bat FE�xure}: 2.�5 ie�^2 z-Dir�0.s z-CJir As x-Dir Rs x�Dir As Mu-xx Mu-xx Requir�d Provfded N�u-zz Mu-zz R�quired Provided De�eriptian Categories�nd Factoes UG M�x (k-f�} (in"2} (in"2) UC M�x (k-ft) (in^�) (in"2} ACIg99 9�-1 �1.4�€}��1.7�L ,10117 19,2'7 a2�� 2,44� .10117 11.27 a2�t1 2.1�$ A�1-99 9�2 1.05[��,+�.275LL.�-,.. .0158�f 1.76 .033 2,1�� .016�� 1.76 a033 2,14�� ACI-99 9�3 a9��+.7�WL Q 0 Q 2e1�� 0 0 0 �,°1�8 I�C 1&�� 1,���+1G[.�1�L. .0706� 7.�7 .1�� 2.�4�� .A706$ . 7.�7 ,14�� _ . �.1�� ' _E�G 16-6 .9D�.+1�L _.02&T1 2.97 .056 2.14� .0267°1 2.97 .056 2.148 . _ _ _ _ Footing Flexure D��r�n (7'0� B�rs) Description Categories and F�ctors Mu-xx(k-ft} z C?irf�s (inz} Mu�zz (k-ft) x Dir1�s (in�} SV1{+t�� 'I SW°�1 Q�-�ACI-99 9-�,A�1�99 9-3} 4.441 0 �.4�41 0 � Mom�nt Capacity af Plain Con�rete S�ction l�long xx ar�d zz= 29,522k-ft,29.522k-ft Per Chapf�r 22 c�f ACl 318. RISAFoot Versior�4.00 [�:\...\...i...l...\F-3..rFt] Page 3 � ; . �c�mpany : F�bru�r��,�019 D�signer � -� Job Nurr�ber : F-3 Ghecked �y: FflOtltlCl�'tJ�'�1'�/74Gk T�nr�W�y{Punching)�6c: 2A�.46`I k Qne W�y{x I�ir. Gut}Vc 93,661 k C�ne Way{z Dir. �u#)�tc: 930661 k F'unching x (�ir. �ut � Dir. Cut �e��ription �afi�garies �r�d F��ttars �1u{k) Vul, V� l�u{k} Vul: Vc Vu(k} Vuf.:\te . A�Id99 9-� 1.��L°��.7t�L 19.2 .1Q3 5. 6 .07� _5,446 .Q7� �CIm99 9-2 9,Q6���r�a2751�L+.76 C 3a0Q9 ,Q16 .�5fi 00°42 .$�1 ,012 ���-�;s.�� .s��+.�svv� �,a �� �.��� .o�� �,��� ,a�a �����.�.' .�.2������+1�� ��.��� ,o�z . s.�o� .o�� �a�o� .��� ....,. ������6 �.���+��� �.oa� _ . , .Q27 1.4�3� .02 1.A�3$ .02 . o • ..�. ...... ..g.a� . ...e.: • ed�s f esiqrt ..«. . • ...e�F�ear`C�i�e�Result� nvelape}: • • . ., •••••, Vc Vs Vu Vulphi�Vn phi .....�he�r °g x Direct' i•• 13.063 2°I.951 0 0 .75 "� Shear A1 g z Dir�c�ibjs••; 13°063 2�.951 0 � .75 • �edest�f Ti�� : �"3�6"in ss��• r••se• � • • + • • • • ;•" endin �h •k R�Su1t��Env�lc�pe): PCA Laad Contour Method (for biaxial} �1r�ity • : .15? Phi : .9 Parme Beta : ,65 Pu ; �7.592 k Mux � t1 k-ffi Mu� : Q k�fit Pn : -53.014 k Mnx : �IC Pvin� : N� (�overning LC : �1 Mnox : �9� Mno� : tV� Pedestal ��rs : ��� °f� St�ei : .6�36 �or�cr�t� earinq Ch�ck fV�rtica!Loads Orrlv) �earing Bc: 73�.4 k De�cription Cat�g�ries �nd Factors Bs�ring 8u {k) Bearing Bu/. Bc A�I«99 9-1 1.A���1.7L� �1,773 .Q46 _ _ , i A�I-99 9-2 �4.t�5C�L�1.275�t��°e76ttVL �.�486 ,Qt�7 _ A�l-99 9m3 .9�L+478WL 0 0 1�� 16n5 '! 1.2[}C,+1 LE�+1��. �5.234 .�32 t�� �4��6 .9�C+1 El.. _ 5,$ .412 G�rr�rtcrr�ninq �h��k(Servic�) �e�ceip�ion C�tegorie� and F�ctc�rs Mu�xx{kaft} Msmxx (k-ft) Mo��z (keft� Ms-zz {k-ft) Q�F��x C?�F-zz �4��� 2e4.��� ��� 0 5Q.715 0 5A.715 IV,� NA . A��� 2.4.1�2 1�L+1�� ._ � 73,215 _ _0 73.��5 N�1 N,4 . A,��� 2.4,1-3� 1E�l.�°,6iNL 3Q.42 50.715 _ 30,�2 50.715 ' 1.667 1.667 A��� 2,�4,9o3b 1��,+e7�E. _ 0 50.715 _ 0 SQ.fi�S NA P1A, A��� 204.1-3� 11��+.TS[�L+.�51�6t�. 22.�15 6�.59 22a��5 67.59 2.963 2.963 ; ���� 2.4,1-3d ��L+.75�.L.+.7�L 0 67.59 0 67.59 NA Ne4 A��� 2.4.9-4 .6�L+.6UVl. 30.�2 34.429 3�.42 30e4�29 � 1 , A��� 2.4e1m5 .6��.�.7�L 0 3Q.�29 0 3Q,429 , NA CVA - Mo�xx: �auerning Overturning Moment about AD �r�C Ms-xx. �ov�rning �tablizing Moment�bout AD or�C � {�SF-xx: R�tio af Ms�xx t� Ma-x� f�ISAFoc�t V�rsion 4.Q0 [E:l.,.\...\...i...1Fm3,.rFt� _Page 4 � , , � � �c�rr�pany : Februar��?��019 E�esigner : � Job Numb�r : F-3 Ghecked �y: Sfid�nq Gheck(Se rc�) Descripti�n C�tege�ri�s and Factors VaAxx (k� Vr-x�(k) Va-z�{k) Vr-�z(k� �R-xx �R-zz _�,��� 2.4.1�1 1�L 0 5.Q71 0 5.Q71 F�A 6VA AS�� 2.4,1_2 1�L�1�.1, _ 0 ?.321 . Q 7.32'� t�.� �Aa _ A�G�2.4r.1�3a 1��.�°,6�1/�. _ _ � 2.Q29 � _ 2.029 �aA �IA� _ _ _ , _ _'. A��E 2,4o1¢3b ' �D��.7�G tl 6ot}7'� i} 5.Q71 �/� R�,4 ,4�G� 2a4.1�3� 1�1��a.TSL�+.4� l. __ . Q �.�477 Q �.A�77 �I� P�,� �45�� 2.4.1a3d 1�L+.7�L.��.7�E� 0 6.T59 _ 0 6.759 ' •••� �A A�G� 2.�4.1-4 .6�L+.61f�f� 0 _ s0009 .tI _ �0 ', �;�..e �,q .�.... AS�� 2.4.1a5 .6DL-�,7EL Q 3.��43 0 3:�'�� • t��,,..'. E�,q .� ��.... _ . _ a � •a�M ��a�w• Va�xx: Appli�d ��ter�1 Force t�Cau�� Sliding Along�x Axis ••':•• , . . �C-XX: �@SIS�IiI� ��$�F�� �QfC�e���IP1S$.�.�ICj1YiC���Otl� XX RXlS •s�s+• e•a s a o i':"a� •eew � •eese -X%: �c'��10 Of��-XX tO Uc°3-XX •e e e a• �� � • • e • • s � swws• •• •• • ss a���s• •i���• ,� s • e s s � • f � f !!!!�e •!m O i• 4 • ! • s e • • •• • e •• seerse • • � � • aee• RISAFoot V�Cslon 4.Q0 [E.i...l...\...t...\F�3..rft] Pdge 5 � F , _ �camp�ny : Februar���0�9 ��si�ner : . J�b �ltarr�ber : F 4 Checked E�y: �k�fch < � �.�r� �� ' : � ��{�\���'�\t�\\��4\��,til\`'\ 1 ��C�����t,\\>t� , 11�51���\1`��l� `,?1� l�a�,��`�`�111 ;��2Y�;,\�� � ��kl�ja;.\�15�}1\��,.������ �������`�`3 ��� ..... .. tf3 � 'Y�` z�o��� � �., 1�o,Ztio�4',��'��aki i,��u\ \s��� ��t���y��`�������i .. � a \�����.�,��til������� b ������''��j��..�4;1��������\� '� 1^'� \\�i���`? ���� ' \��"�i}��`��.�'.l�'���'�.".°u`� t ���R �� �`�2 . 7�,���� {a�;��� { o�, ,t, �4�s� � ��{i�\�l r��„.��,��1 f '� C*I ��������k�f' ls�i ' �� l���� ��� � � 2� l �211 \ �l •o�s e �`�}� ti`�� \`���; � �,�,t z`�,`� �`�`�1�� � �\���`)�\��\..\\`��f 1y.t` �.�l� ������������� � m �;'�n�,s,.��.�`i� � �`.. ti.,>. �'� �+; � ` `�l� E '�, e� t \S\\�i\� � \`S� �� t:,� s e e�3������ � :�,si �� � �it,��y\�,�������\�' �����`; �\1:`a���i����\� ���������\�'�� �f •�•w �`�;, � ,�.1�`�"'n1l�,�z k���t`\� � 'o`'c; "� �� ti \.\\ . ti J��;tl�� � "`t� ���� aoamae ����� ����j ����i�� '3l�\����� \��?�3�'��'r`�`��`,���a ���.\\����� ���i1 . ��t�����`������ �Z���������t� ����\���;'��`��3t.��i�e� }�����.t , \v,��l\��\1���\�'\ 1 �\\\�������ti�\zi`�� � e �a ��\ t � � �� �l\St..,�.tii����.`�,c��l���,��� , i\�\x.�� `�1�1�`�� \ \�� ���` �� • •a r• ��`���v�is�`�ED�\\��Y��� t���1���,��z1i ��ll��? �\\\\��\ \� i s���� ���� ri • tti`'`'\� `\a 2 tt�\ti�ti3?. �`z�\�5�t�,`"�i.i.� ,��1�������\z� 2 \ :.,:..��\5��..,.���.� �..�\��,.\`,...�.� �<.l.a�vc� .,._. • r A�• [ �����'�� ���<'\�a �?����;���ilz�3�{�\������ � e��a a a �'��ti�;�.�y����`���\���������ij�;4���'����c����� � • • i����„�..���0\���`�`�,�„s����..zs+�.�����"c"�i`l*�.�,.,w��'\ , . •f���i ` ..f..�t.i♦ ._.. ._.. ...... .. ..,. O � ! f ��lRM •YO• c g� !Y Yi! ! �^°^� y� f • . ,� R.O Y O• lOiO• R • • i • •i e •f •! «.....��faiJs ...... . . . s � . . ...... ...... x , • _ a .. . • . . . �_ .,� «..... `• , , .. � � #3@� a.n , . . cv M��•�, ..... ...... �... r{ ..... _ .,,._.. ', ', ',, , �'a ......... ..... ... . .. ..... . . ,,,, ,', .�{ �, .,,, .',, �° . ',.. '� �'�., �'., ',, •� .:. � �� ��. . .{.d � ri ,:.. . ..... . _. . . .. ... . . . . � � .. I. ..... ._.. ._.. .._.. ..._. v_.. � Fa!oting� �levatior� , ����o .�� �.� �� C�ntrQ#lirrg �d�r��t�carr st�ef r�equir��th�fallowing plac�em�nte Region 1 (start� �E A): �5 ir� �t�el: .�i ir���1 ;�5��fA� F�egit�n 2 {middle): 4��ir� St��(: 1.�4 in (6�5(t3�9 it�� Regiqn 3 (ends �t E�): �5 ir� Steel: .3� ir��{1 #���V,4) �tt� �bar Pf�ra 1� �� _,. _ � � �� —6#3 � ' .� ' � � ' c� ' ' ,�+ ', ' 6; " ' �P# ' � � � � ._: ..._ __. ;:.._u1 F�eate�fal�e�bar Plan R�sAFo�t ver�ior�4.aQ [�:\...1...\...\...tF-4.rft� P�g� 1 � k ' 4 �.OR1�c'�C4�t : F��3fU�P��G,�Q�� � I�@Sl�fi@F : Job Numb�r : F-4 Checked �y: G�Q etrY, at�r1�lS at7d Gt`it�t`ra L.ength ;6e5 ffi �X :0 ir� Gross A61ow. Be�eing :2000 p�f(gres�s) 5���1 fy :60 k�o Width :4 ft �� :0 ��t Cor�cret�W�ight :145 p�f Minimum 5tee1 �,OE3�� Thickn�s� :�6 in pX :12 6r� Car�cret�Pc :3 ksi fV�aximur�Steel :00075 Neight :�2 ir� pZ :12 ir� De�ign C�de :A�1 31��11 FoQfiing T�ap �ar Cov�r :3.5 in Qverturr�ing I Slidir�g SF :1.5 Phi for Fl�xur� :0.9 Fac�ting �ottam �ar�over :3.5 in Coefficient af Friction :0.3 �hi for ihear �•�.l� F'ed�stal Lt�ngitudin�l �ar Cover :1.5 in P�ssive R�sistance a�Soii :0 k P�ii fc�r'�earing ••Q.�� ..s... ., � ...� • . • ...... ..:. • L��dS • •••••• P (k) _Vx (k} Vz {k) Mx(k-ft) Mz (k-f�}*•••�OVertaur�d�eq (Psf}_a••••: �L T.T .... ..... LL 9,3 _ _ ....«. .. , • . ..... ...._ .._.. , ...... ...... . ...... _... _... . ..... ._.4. • .. # • � M���f � aA C . !• •• f •i ... �.� ....._ ...... �./.... . ..... ..._ . ._. ....g.. ...... . ...... , !�!•m e f . .�'P_ 'p'V� 't'Y�L '�"IYtX i"�Zl�R�* � ����� s! ���..����:�s �l���Zx�\�\�.;�w �i,,..,.4;t,���� si\���7k:� �.,�.��_.;..���,.U�� � •s e�w• RP� t-� !� #, +��IT�h�°�"r`'i t'� D 1-d L+ � ti r� iJ e s• i • • ea • « �! esasa• • • • • • Soif l�earillg •••• Description G�tegaries and Factors �rcass Allaw.(psfi} M�x �earin9 (Psf} MaxlAllowable Rati� ASC� 2.�,1�1 1tJL 2QQQ �9�.21�{Aj .296 asc� �.�.�-� ���.��Lt� z000 s��.s7 {�} , .��� A��� z.�.�-s� 7���.s � �o�o za��,�s���� ' ,�xs . A�c� z.�,�a�� ' ���+.��� _ Zaao _ �s�.z�� ��} .zss _ _ __. _ �s�� �.�.�-�� ����.����.+.�svir�. �o�o �ss.��z{,�� , .s _ a�c��.�.e�-sa �e��.+.���.�+.��� �000 s�s.,���4�} .4� _ . _ _ _ A�c� �.�,�-� .s��+.s�v� _ �000 �,��a{�} .Qo� . a�c� Z.�.��s .s���o���. �000 . � .��� (,�? .��� RIS�Faot\lersion 4.Q0 [�:\...1...�...i...lF�4.rft] Page 2 . Eti , � �c�mp�ny : Februae��2��019 D�sigraer : Job Nt�rn�aer : F-A� �he�ked �y: A � �4, � A B ,� � .4 � D� � � G � � [3 � � � ��� 1 CI1��41.L 1�L�°.6itVE� 1 C1L�.7�E� 1 C�L+.75k�L°�,A�5{�U� �.�: 59'ie21� p�f ; 94�,91 psf Qa4: 2�5.06�#p�� QA: 59�.2�1�p��' QA: �9���72 p�f Q�:Q��1,2°�$p�f Q�s 94��.�� ��f C��: Z��806� p�f Q�. 591,21� ��f C��e 599,�72 p�f - .....e ��".������ p��.� :Q�: ��a.s� ��� �c: a��.os� p�� ��: ���.z��p�� ac: �ss.��� ��� , QC�y.��1,2'P� p «. Q�a 9��.91 ��f Q�: 2A�5,Q p�f Q�: 5s1.2i� ��f Q�: 59s.�72 p�€ e:.P�. NAZ�����. .�s•••PI :-9 ir� M19A�.«1 �r� Pl��:�1 i� �6A�:a1 i€� . • N,�X:-� �n .....•NAX:�1 sr� N,4���1 �n t�AX:p1 ira 1VAX:-9 i►� ...... , .... ' ° � ...A � 1�, � ..... . . .�.,.. ..... . . �.. .. .....a � .....P � � c � . • , . . .�.... ���..,�����.��L• �s���.s � .s��+.fi��. , . QA: ���.4�7 p�f,•w : s.577 p�� QA; 3 .73�# p�f ,••••; Q�: ��7 p�f• ••Q�e 8,577 psf C��; 3 .T�9 psf QC: ° l��T p�f QC: �.577 p�€ Q�: 35�,739 ps# Q�: �59.��7 p�f AD: �.577 p�f Q�. 35�.?31 p�f NA�:-� in N .-1 in N .-� ira NAX.-� ir� (�A�:-1 �n �IAX:-1 in �oc�tinc��iexur+e Qes�qn ( �t#o �a l As-mi€�x-dir(Top Fl�xur�}: 3.088 in"2 As-rr�in x-dir(T� S): 2,2�6 i�"2 As�min z-dir(Tc�p FEexure}: °!.9 �n"2 r4S-mitt�-die(T c$� S}: �.3$2 itt"2 Rs-min x-dir(��t Flexur�); 3.0�� �n^2 As-min z-dir(��t Flexur�}: 1P9 in^2 z-Dir As z-Dir As x�C7ir As ��C1ir A� Nlu-�x Mu-xx �equieed Provided Mu-zz N1u-�� Requir�d Provid�d De�cripti�an Gat�gori�� and �actar� t1G M�x (km�} (Er�^2} {in"2) 11G f�ax (k4ft� (in^2} (in^2} �,�{�99 9-1 �.��C.+�.7LL .19533 15.5 02�2 1,53� ,Q5�99 ?.5 .�41 2ad� A�1-99 9s2 �.�S�E�°�1.275�L.�°.,o .06295 5 .Q9� 1,53A� .09901 2942 .@�45 2.454 ' _ _ aA�1�93 943 ' ,9�L�.T�i+1f�. 0 A Q , 1.53� ' 0 ' 0 ' CE ' 2.�5� !�� �6A5 1.2�E��1LL.�°9�L. 013627 1Q.�2 , .2Q3 1,53A� .0�916 5.23 .Q9� 2.4� 1�� '46-6 .9ClE.+1��, .05�l�� �.�5 .0�6 1.534 ,0�643 1,96 .037 2,4 Footin_q Fl�xur� �e�i�n �Tcap �ar�? [��scription Cat��ories and F�ctc�r� Mu-xx(k-ft} z Dir As (ir� } Mu-�� {k-ft7 x Dir As (inz) � �-C}� ��iFV�1��m{,A�6�99 9-3,A�Ip99 9-3} 3.195 0 1.545 ', � Moment Capacity�f Plain Concrete 5�cti�r�Alang xx and zz= 19.6�1�-ft,31.982k-ft Per Chapter 22 of ACI 318. RIfiAFoeat Versi�n 4.40 (E:l...l...\...i...tiF-4.rft] Pag�3 t t � F 7 C�mpany : F�bruar��2��2019 , D�signer : Jeab Numb�r ; F-4 Gh�ck�d �y: Foofitt_q Shear�h�ck T�vo Way(Punching)Vc: 24�.4�61 k Qn�Way (x Dir. Gut}Vc 62. k On�Way{� [�ir. Gut)Vc� 101.A�66 k Punching x Dir. Cut a �ir. �ut � �escription ��tegaries ar�d Factars Vu(k} V�d; Vc Vu{k) Vuf<Vc Vu(k} Vu!. Vc A:�I-99 9-� 1.4�L°�1o7�L 22m595 e121 7.219 ,15� 3.�01 ,04�6 ,_ _ _ ACI-89 9-2 1.05Dt�+��.27��.t�+.76WL 7.282 I ,039 2.326 ' ,05 ' 'i.096 ' .0�� ' - AGI-99 9�3 .9��.°�.78VYt� iVA PiA 1.2�1 ,02? .60��,. .QO� I�C 16-5 1,Z�L+1LL.�1�L 15.763 .0�5 �,036 �10� . 2e3'���,,.` .Q31 I�� 16-6 ,9�t�+'1 EL 5.909 .t}32 _1.��� ° ' ' .��9 0012°�.e:. _ _ .�� � .... . • ff+Di11• •1!!• R • i!p p p i �G��iCGi/ lu/ir�/_y!1 R 1 M#!f S e + `'_Y i i .�rFl�sc'il'CFl@CI{ R�Sl1I�S�EItV@�O�ht,'�; �s s��� �e«'►i• • • •a�a• Vc Vs Vu Vulphi�Vn •p�tir•s .. _ . � •!i�# Sh�arAlong x Direcfiic�n: 13.063 21,951 0 0 •'7�• : °.." ...... She�r Rlong z Qirection: 13.063 29.9�1 � 0 ;•.7"�•4 . �• P�C�EStc'3f�I�S : ���� IC1 � � • • s e�e a e � ! seee�e � � 0 � f • Bend�ng�heck R�sults (�nvelope): PC�4 E.a�d Gontour M�thcad {for biaxi�l) •• • • „ ••�••• Unity Ch�ck : ,123 Phi : .65 Parme �et� : .65 • • ` s e .... Pu : 260793 k Mux : 0 �e�ft Muz : 0 k-ft Pn : 334.369 k Mnx : iV� Mnz : tdC G�verr�ing �C : 9 �nc�x : P�� Mn�� : P�G Pedest�l �ars : 8#3 °fa Steel : .6136 Cancrete �earir�� �h�ck(lfert�ca/Load� �nlY� Bearing �c : 73�.�1 k D�scriptian Categc�ries�nd Factar� �earing Bu (k} B�aring Bul: �c _A�I-�9 9�9 1,4�L+�,7�L 2&,793 .056 . _ _._ _ __. ' A�1-99 9m2 1.05��.�1.275LL+.761dUL �.695 ,01� ACI-�9 9�3 ' a9t?L.�.TF#{NL ti 0 _ _ _ IEiG 96-5 ' �.2C�t�¢1�L�1�f� 1�."�14 .039 ,_ _ __ _ _ i�C 16-6 .9C}L�-�4�L 7.461 4t315 Uverturnina� �'�r�ck(S� lc�) I�escripti�n Categories and �aefior� Mo-xx(k-fk} Ms-xx {k-ft} Me�azz{k-ft} Ms-z�{k�ft� O�F-x� (�SF-zz A�C� 2.4�.1�'t 1�L U 4�9.9�� .0 30.?�43 P1A h#i� ASC� 2.4.1_2 1[�L+1 t�� 0 �0.1�3 _0 49.343 ' N�+ NA A�C� 2.�.1a3a 1�L°�.6WL 29.2� �9.95� _ �1� 34.7�3 ' 1.708 �4.708 ' A�C� 2.4.1a3b 1DL+.7��. 0 49.9�� 0 3�.T4�3 . P�A fVA� A�C�2.4.1�3c 1DL+.T5E.L.�°.�5V1/L 21.93� ?2.62? 13.5 .693 3.�11 3.311 A�GE 2.4.143d 1 Dl.�°.75L.L.�°.T�L. tl _ 72.627 _ 0 ` .693 N,4 NA ASC� 2.4.9-�i .6DL+.6W�. _ 29.25 29.975 18 ' �8.4�6 1.025 'ia025 _ASCE 2.4.1_5 .6C}�.�.7��. ._ Q 29.975 0 ��._ � �� �� Maxx: Governing Qverturning Moment about,4C7 or�G - Ms-xx: �o�erning Stablizing M�ment about AC}or�C QS�-xx: R�tio of Ms-xx to M�-xx F21SaFoat versior�4.Oa [�:\...1...t...�...�F-4.r�t] Page 4 s � _ , � Camp�ny ; F�bru�r�t���019 Design�r _ ., Job Nuet�ber : F-4 Gheck�d �y: Sli inc� Gh��k��� ice� C���cription CaE��ories and F��tc�rs Va-xx(k) �r�xx(k) Va��z (k) Vr@zz (k} �R-xx iR�z� ` ���� 2e4a16� 1�L 0 40611 Q 4.6�� t��4 NA ���E 2.�,1 m2 �Dt�+1 t�l. 0 _ T.4��1 0 7a�01 RIA. _ , �A ' _ ���� 2o4,im3� 1��.�-a6UVL q �.911 � 1.9�� P�,4 _ �4a4 A���� 2,4.1-3ka 1�t��.7��. 0 �.61'� 0 4,611 �1� __ tVfl ���� 2.�.1-3� 1�l��.75LL+,45_ 1� 0 4,6�9 0 �,6?'9 NAi ._ N,4 A��� .��1m3d 1��+.?SLL�.7�.1� . 0 6,7QA� 0 6a70� N,A _ PIA ...«.., A�����,�� �`.Gt�L�.6VVL 0 .Q67 Q a06T �6� �1A� �� ���� �.1-5 � .��L�-.7�L 0 2.767 0 2a76? �I� N1�4 • .o«. «�«... saa�e• • . •�fa-xx: Appli�d �atera��orce to Cause Sliding Rlong xx Axis �•����tr-xx:.��si��ng L�l�r���Orce Against Sliding Along xx Axis ••••5F�-xx: Rati�of Vr- . . s ,• ��t�1/�-xx ..... + . . . . .«..«. .. . .. .. . � ...o.. . . « * . . . • ...... • ...... • . . � • . � 6 ...�.. R• • . .. _ • , , . .... RI�AFocat�f�rsitan 4.OQ [E:l...�...\...i...\F-4.rf#� Page 5 m . y � � PRQJ�CT: SUBJ�GT: ��l�.�,FC��B�E�����������1 ADDRESS: cr,aT�: �N��T Na. #J��W�t�.l.�'C)t�N�t�7'IC}R9 � WF 16 V�l�{�}�5 F����,�A�` DESIGN�Y= �� � QF � FC1UFiC3.A 1C}N C}�SI�t�4 A�Gt?FtC��P1�W11'I�ACi�9�-"!'f �A►���"7-�'�l ••�s LNTRY I).AT'�4 . .. � ! .... ...s.. IfJC?PRESSURE �'S.17 psf (UCTIMATE NIWFF2S} s o s.o• ••e.+ •• RC}C?F DE,4D�OR[� 25�sf � . •, � .•s•�. s•ss.• . ROQF LEVE LQAD 3�(�sf ' ' � _ �•_.�a�� �� ss*... - - y � * SQIL A�.L,PRESSURE 2�i(�C}psf � ' ••,,�, •••s SC�ILD�NSITY 1t}f}pCf �; ` s f���,� •+�+r� i •� * as�s• e y-� • • � SQIE.FILLHEIGHT(Sf} 9�i,t3it� �? •• L� • •w •+���• ROOF SPAN {L) 32.(�Ci i� �; i•`«. � " .• ROOF OVERHANG(F.1) 13.€7C1 ft � • '�.� * + •�a�i• -�- i � -�^�k=. s����• MASONF2Y WRLI (Y(N} y e ���; • • . � t4L�THICKNESS{t) �'.flD ir� � �'� "• � � ���* ���s s� HEIGHT {H} 17.00 ff � �' `���' �� � �. MASQNF2`P WEIGHT 55.0 psf , , _ _ ,_ EXtSTING FQUNC?.{YlN) Y < ,,,,, s FOUND.HE6C�HT {Wh) 12.Q(l in FQUEUD.WIDTH (Ww) 16.€�0 ir� FOUND.BTRENGTH{fc} 3C1pfl p�i FQllND.F2EBRR t#5 USE(2)RE8,4R REVlSE SEGTION C�Rf)S ANALYS[S S/'AN 29.00 ft A�L LC�AD 936 Ib�t . , . ,._ . . . . . j , . _. ., . , ., SELF WEIGi'H 2QC7 Ib ft ' _ _ L?t+Lt 55.0 psf , ; �' .. '. UYp�c 2734 Ibtft Gravit}�Gov t7.6D1-0.6W -30.1 psf o.so,o.sw 62.Q42 Iblft �RAVtTY LOftDS ANALI�StS � � � GRAVITY L01�D 2730 Ib ft ' F4UND.WIDTH 1.3 fit � �` .` . a Ll. SOtL PF2. 2000 psf MIN WIQTH �' 1.37 ft � (16.38in) > 16.00 in NG REBRR AREA 0.35 in"2 REA FFEBAR INSTAL�ED 0.31 in"2 C1NIT � fi�(N RE�RR PER FOOTING (2) #5 R�BAR UPCIFT ANALYSiS llP�IFT�OAC} DEAD LQAD FACTOR(DSF)� ���`�i'a W2�p1 aft x DSF' MIN v+iIDTH = == N�A lSOpcf xWfi � � � w � � � Cc�ncr�f���si n �as�ei Qn�4�'/318-9' Rebar Strength(Fy}= 60QOQ p�i _ d'a 3.6in d«�.6Q in ACI 318-11 (7.7.1) Faating Weight= 150.Q psf eight Soil Fi{I� 150A psf �' � Effecti�re soii pressure{q�)= 1700,0 psf � � � ` � DeacS�te�d= 725.4 Ib ; ..� � � � �. � - � . •w s�s• Llve L+CX!?tl� �`� s 87Q�0(b �'� ;�. .:� � ( �e irtti'LU�d= � �� 2179.9 lia �^�t � «..•�« � •�s e a e kdth�'�t�`tittg F2uqU' d= 0.94 t� OK � a��`� s•�••. :..,,.; �earr'h Pr�ss+�r�f Str�rr #h Desi n fcar a 92in 1Nwdth �- , . • . . ...... .... ..... • • , 1.2D f 1.6t�e ••..2�62 Ib(c�ft [GC7V] •..e+ Q.9C3tiiV�(�- i ��s•s1627.4 Ib�ft ....•• o i.2D+4-W= •..« 9.931b(t�ft A � • a • . • • '2262&bQft ..�,.. ..ee � • ��=�696.6 p�sf •'e o .•t... e• • . .. � e • e � . � � ,� . � r` P�ressur�for Stren th Desi 17 fOC 8 'IZItT WIQ+tF! a ,' a -�. .� Yu based on G�nti�ev�r�earr�Anatysis � � [ �f� — �� T � � ��� �$�a � -636.2 Ib �€1 �fftI! t/ C�epth l�@QUf!`ec�lt ��`x� � = — -Q.8 in �= 0�75 � 'G � �f�a�{.r�c ' �.��:� ! h = d + d' = 2.9in [OK] ��t� �ra��teel�Er�� T�king m�ments at f�c�caf ava/1 � �' �"c���t����_��L ��`�.� = � —� = a.s�t �����= f��� � �� a� �������� � sa.�E�rt i�f� � `�'� � ��c�s � �.a�si � _ �.s t�.�5�°�` � ! ���� � � � � �— �— a.0000z ���� = o.o�ss ���,�— aoo�a f�, ,� Q�.+�ii.��° � � _ � �� = O.OQ18Q ��— ���,�� 1.� � c� = o.���in2�a ft Lls� �5 16 in Tran�u. R�bar - ' � � � � � Gompany Design�r �: Job Number : �as�Plat�Titl� Checked�y: � '�` �oit X(E� �����_ . ti`?�'�'�'��'�``�k `�1�.�`0`��u 5�1����� � 'j i ..� � � ,i �� `�'�i �`��``�� ��. --g — ���� 2,�. 1 l�Si ����`���a � � ^'�3 � N ���� �i1�^"�.l..�l �5�..�Zti� '����\U � ( � '�i � �, � ��L� tis�dr`������`�5+.� �1�� -�,�` � 1 � 'I- � � � a�`1 ,i����t�������� ;�v�� � _� . _ . ..__ �i \��.� ��:, ��� - 6�f �V�.A���5 �`-.. ` *�����\\ �;��t���z?`�\�� ��� �� ��`��\fii�����\� i il�� i s�{ �����3��;�;�s� ��c�� � .� ���� �1��i�� ��� �"�O`` � ��� ���`�'��`��?Z��`�\� �`��'��£�`� : ���������1\�5���4��`'`��ia\�\� �. l�y� R � }� _ aZ : •i• •oM• ••asa• a. ... •v • a•ss • � • •ao+a• •r�• s ♦ •seoso � t77@� c�ftf��c��4'ftc'��5 •+��+• � • • �ength 1 .in Golumn Shape FISS6x6x6 Rnchar Bolt Qiameter .5 ir� ••••*• ,�+••:� s*s•�`; Widih 9 .in Golumn eX 0.�n ,4nchor Balt Material A307 •s a• � ••••• 7hickness . 5 in Column�Z 0.in Anchor Bc�It Fu 36.ksi •a•��• .• • • • ��s�Plate Fy 36.k�i Caiumr�to Edge Min(X) 1.ie� Anchor Balt Fy 36.ksi ••'.." • s „ s e..e ° f$ ••teee Base Plate E 29400. ksi Gvlumn to Edge Min(Z) 1,ira Rnchor Baft E 290QQ.ksi •,i e.� * �earing Fp 2.72 ksi MSS Tube X-sid�s we�ded AB Projected Lengtfi 8,ira • • s ' � E3eariYtg Fc' A,k5i HS�Tube T�.-51des w�lded AB t�a AB MiYt SpaCing 1 in � " • • s w e•s e •.••�• Pedestal L�ngth Q[n Pl�in�ase Pl�te�canr�ection AB to Stiffner Min Spacing 2+n � ��s . f • Pedestal Width 0 in V��hear I.ug N�T pr��eret AB to Ccalumn Min Spacing 1.5 in •. s . !! •a s•:� Pedest�!Heigh 0 in Vz�hear�.�g N�T present AB to Edge Min Spacing 9.5 iz� � • e " • Analyz��as�Ri�t��s R�gid Goar�e�cslution S�I�cted AB Raw Min Spacing 3 in "•e• Pp�ased�n AI�G J8 Criter��z i�riorlty ts,4B to Edge�pac�ng �ase Plate: �9�G A�CD 13th Ene6ude Thr�ads�or A��e�ig�r AB Pullout: AGE 2Q05 A�Fu,Ft ba�ed er��E�C Crit�rBa fl�Head: �qu�re FiVV G�nGrete Total AB t,ength: 16,in Seismic Reduction°lo; 2S. C�ncrei�PdC}T Crack�d F1O S�upp.R�infarcerra�nt �qu�re�a���iat��tee�ccired A��NC}"F Weld�d ta�a��PSat� Tensi�n Pedestal Bar Fy: N.A. Shear Ped�stal Bar Fy: N.A. LoBdS ���2 -- _ __vx���-- V?_t��_ r��{���� r��-n>---- ��verse __, - - - -_- c�� s.s� . � _ �vo t�� � 2.ss �� — , __ �_ �i� � ��se Alaf��tress�nd B�r�nct Resutt Base Pia�e Stress(ksi) Bear�ng Pressure(ksi) Coml�inatit�n Coad Sefis Allcav�able ASIF U,C. RIlawabl� ABIF U_C. � r1�CE 1 (1�� 1DL E 324 � 1.� a 908 � 2.72 � 1, 035 , - - -- - - -- - — — ASGE 2 2 � 1 C?G+1 L� 32 4 1 ( 14 � 2.72 1. � 046 , - - - �- ��- �- - - � - ASCE 5 b 4 1 GL+. ASCE 5(�}� I 1CIL+.�WL 32.& 1 � 90� i 2_T2 9 f C135 i � � t��� _ ��� _ � - s�.a = � �.-� � �os a.-�a � � � o�� i '-asc���� 1� �Qi�-���G�+�2wL -t ---s2.� _ ' - ' ��a z,�z �- � � oas � - -- �Asc�s{r��� �'� �[���.��LL+,����� t__��.� � � t ��� a.�� 1_ � _-_ - - --- - T -- � __ _� � _. ._._- �- - � - _ ! o�� ; � ��c��� � sc�G+ew� �z.� � �s� z.�� � !� o�� ' -,- -- - � -- -- ��se�s�a� � sQ�+.��c ��.� �___ � .�s� '� z.7z � � j- oz� i ___ �- - -- �--- — L — - � �earinct Contours .ass .1 z� .oss {ks� � (ksi} - °�(k�i} _ �e;' .096 .9 2� � � .036 « 1 DL 1 D�+1�.I� 1 Dt+.6WL AClowabEe :2,72�esi AI(owable :2.7�l�si Allowable :2.72 ksi U.C. :.Q35 U.C. :.Q46 U.C. :.035 Page 1 � � � � , M Gompany De�ig€��€ Jab Numb€�r : �ase�i�t�Ti#i� Ghecked�y *� ��rincr�csn�urs(contFnuec� - .096 .i47 .117 „ (k�ij {k�i) ; (k�i) � .038 .177 .917 t L��,7EL 1 l���.75L.�.+�4�VdL #C�Lt.75E.L+.a�25�� �,Ilowabie :2.72 k�i Alfowat�Ie :2.72 k�i Alfowabfe :2.72 k�i U.C. :.43�a U.C. ;.0�� U.C. :.Q�3 • s`a• .05$ A58 smeo•+ • {k�€} " (Icsi) � *� � . s' .. .as� .as� .s.... . . • ...� .�.... � ... • � rsor�+6W� •aaoe �C��+.7EL saaos • • AIlo�able,;.2.72 E��••s• AElc�wable :2.72 k�i •�•e• � lJ!eG, fl21 U.G. :.029 v e • ..�s•. .• . ' •• •• e� �as�Pf�t�'Sfre�s C "�f�ur* . • f a..•.. .:.... e � � 3.491 4.622 3.491 s••.�e " (ksi) � � , � (ksi} � �(ksi} ,636 .824 .636 1 Dl. 1 f�L�1 t�L 1 CSL+.6W L Aliow�bie :32.4 ksi Aliawable :32,4 k�i Aliowabie :52.4 k�i U,C. =,1€�� U.C. :.1� U.C. :.103 3.491 &.2&5 4,265 (ksi) ,(ksi} (ksi) .636 .777 .777 4 1 D�+.7�L 9 C?1+.75�.La-.42V�l1 1 t�L+.75LL+.525�(� Flllowabl� ;32.d k�i Allawabie :32.4 k�i Allawable :3�.�t k�i tJ.C. :.10$ U.C. :.432 U.C. :.932 2.093 2.Q95 ` (k�i} {ksi} .3�2 .3$2 '. E 6DL+.6WL 6DL+.7EL Ailawatale :32.4 ksi Aliowataie :32,4 k�i U.C. :.068 U.C. :.465 ,4ttctrvr�slf Resuft� Gombination �oad Sets Bolt Tens,(k� Vx(k� Vz�k� �nt�ksi�ft�ks��_ Fnu�ksi� fv(ksi�--Un�t}± - -- - -- _ -- ASCE 1 (1} �_ 1DL � 0 0_ Q. 33$ ! 0. 18. ! N A._._...�_..�:��� F- - - - �--- = -- -� � - -� 4._._ i.. . 2 r 0. 0. 0 3 8 ` Q, t_ 18 i N.�1. 0. �} - -_�._. - -- -- + _ - _, _ ' - --;--3 0. D. Q _. . _ = - --- -- 33 8 i 0. L 1$. ; N A. � 0_(T} _-_ _. _r _ -- -- _ �. _ _, i � o. o. a � aa a �_ o ; �a. � �a. �T� -- - � - - - --�- - -- �-- - - - _ Asc�2�� �Q�ti�� � � o� o,_ o __3s� �_ o � �a. ; r�a._r a=��) � T- - - - -t 2 Q 0. � Q 33.8 0 � 1�. N.A, Q._��-_� » ,..._ - ,_ -- - _ � � �_ o o � _a�.� '_ a __ ��. � ry�__ o__C��� - - - - - - r- - - �a a o� Q ` a�.s �_ o. � 9a. ' ry a o�_��� ���e� , � t � � � � Gomp�ny D�signer ^° Jab Number : Base Pl�te Trtle Ghecked 6y: An�h�r Bolt l4,esutts f�orrtinued) Combi�atran �aad Sets Baft T�ns.�k) Vx�k� V��k� Fnt�ks�� ft�ks�� _Fnv(ksi}�_ksil Unit�r � A�C�5 ta)(3) �- 1Q�+.6WL 1 0. 0 0. � 33 t3 � �.__18 ` N A � 0.�T� - - - - - ; - - z Q. o o. s�� � o ��� _ �a �.��� ; �, _ _ - � - r -- - t - �--, Q._—� �. o. ��s �-�. ; �a. ry a _t a.�T� ; ;— — �- _ _- _ �— -- � _ , �_, a.__� o , a. �_s�.a � _o --��. i _�.� o.�-r} ; , =, ,�sc�����} �- -�a����� � �. o_ � � ss$ o ��. r�a � a-C�� ' � - -- �- r - ` z o,�' � � o. s�a ' o �s �_ Ne� n �r� -- ---- .__ _ --- _ _. _ _ � _ , , � ' � o o- ; Q. ' ��.� +--o �s, ` r�.a. _ o.�� , ;_ ,- � - � ---1 0 0. s�s a } _�a '�- r�� o. �r) _ � - ' - - - - - - f A�c�s�� ,___ �Q�� ����+�2w� � o. o. a. sa s � a � �s i- rv.A. r a. (�r`�- i �_ - -� - + — — - - ,_ z o. _ � o. a. �s� ,—_o t—�� {_ �ra ; a.��.,; — _ _ s � o. a a. ss� o �� • r�.� �c • — --- _ _ � . � 1 - — -- .a .n �., ...... a o o. a. � ss s o. �s. � o r ;_ }__ _� - -- A6CE 6�(6� 1(JC+.75L�+.525E� i 1 0. } 0. I 0. � 33� � 0. � 18. �� N A t 0 �"� �' �— - - _ _ � - - ��- -- r � • — 2 Q 0. Q. 33�i Q 1� F�` Q'�1'�" , s�e s•�• -- � - s-� o. o. - Q.� s�� o �s •��•'Mat o {�� _ — __ _ - - - -- 4 } 0. 0 0. 33$ �-0 t 1� s�_�4V�t� � Q {T�-,� ' i s�s�e� -- - _� - • � ASCE7�7) 6D�+6WL �� 0. -- Q. �. 338 0 18. �s+t�� � ��'� - - - 2 � 0. D 0. 33$ _Q i - 18 �„�+a .R. t 0.(T} •+ls� -- _ � � � 7" �` i •���e -- r-_ 3 , Ci Q... 0. F_33$ Q __ 1$,��s _ ��t�_ �y • � .--- -- _ . _.- -- �_ 4 Q �. t3. 33 8 Q 18 Fe �0��• 4SC�8(8� 6D�+7EL - -1 0 t�. Q ~ 338 �4 ' �$firfs�� h � ��} ••s:�• i f- - - ��-1 Q Q. Cl.� -r- 338 �-0 �-18� 1-+N� , • — T_._. _ i _, -_ _ _... +- - -� t� 1$♦ ��A. � ����i�� •�:w e• 3 0. 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C;,A�lSTAT� MLPt� ���#�F�I�At� 09 �F3QVEI�E�Ql�1 GR(�U��TA�l4��IPU(�F'S �. PC�L�.f���i6��"�TC}RR�E �Y��E(VI IVEMEG 3� �CJ�CV�EFtGIA� F�t�C�C�� MMEC 43 �1FtE �NE�I�A� [��v1EC 46 SP6�A� �C?C�TI�� MM�� 48 >I1��3�E �t��f�R�L ��E� 52 FtE�I�ENTIRL EL�VR�QR M�19E� �1�� 32 FIFi� SP�IRIF�L�Fd FIFf� R � �' F�RM R405-2017 � • � ��'Sl��'N77�4L, EM�RGY'��N�E V T/Q Ct�L?E D�GU I�NTATI�IV Chf � LIST� Florida �e�art enf�f u�in�s��nd�r°�fes�ic�nal �gul�ti�n �i ul�f+��;�erfor �r►ce Alt�rnafive(P�rt`�r�tt�nc�) etf��d ,4ppfica2ion�for co �aiian��wffh the 2097 Ftorida Buitdin�C�c��, �neryy�onse�affan via fh� t'�.'�fQ'@t7ft�/S1tX2UI��'�{�I P�Yf01" an�e M�fhod sha/1 include. .... �` : .•, '....° ...... � T�tis checkli�t •° • • .... e ...... • .... • . �..... �' ...... . �`` � Form R�a�r��ort rnat documer�rs tn�r tn�Pro�os�d fl�sl�n com��ie,s w�rn s�cri��.. . , :....: R4Q�.3�f th��learida Energ�r Code. This form sfaall irtctud�a summary p�g� •••••° e••••• • • ..e.. indicating hom�address, emr�tia and fhe pa�s or fail status alang with surramary ••:••: ;", •s ..:..' ** •• • •s a a��nd typ�s of�c�rr�ponents, wh��her the facarn� was simulat��'as a �tr�rsf-ca,��.... ••••�• C1PI@d?�BftQfP, P1�P71�'�P?t�V�I"SdCdf?t?f tl?@ CQt17F?/ic�/?C�SaJ`�Ws�f�tQo/, t?�d71e O�fttdivldu� � : • •i �• •*e•as •seaee c�mpletirag tla� ccam�liatace report(�ne page) ar���n input summary ch��klist th3t c�P. • . . be used far fi�1d verification(usuatly f�ur���eslmay b�gr�ater). "' ° : •••• _•e•*: .... � d �nergy�'erform�n��L�v�f(�PL) Dispia}�G�rd(an�pag�} � NVRC system sizin��nd s�/ecfion based ort ACG.A tl��nu�l a or per�xceptions provided ir�S�ctian R4Q3.7 .� C�� Mand�fory f2�qurrerraer�ts (fiv�pages) R�c�uired pri�r t� G�fcar th��� r �r�c� efhc�d: CI Air��rrier and 1n�ulafiora lraspec�ion Cc�mpon�nt Crif�ri�checklist(T"�bl�R�fd2.4.1.9 - on�p�ge) ❑ A�e�mpl���d�rav�lo�e L�akag� Test���aort(u�ually ane page) � tf�carm �4CJ5 du�t leaka�e�typ�rndicates�r�yth�rrg�ther th�n '"d�f�utt leaka�e`, then a cc�rrt�l�t�d F�rm R4Q5 Quct L�akag� Test Report(usua!ly orre page) i 3/2712019 9:52:39 ANt EnergyGauge�USA 6.0.02-FEaRes2017 FBC 6fh Edition(2017)Compliant 6aftware Page 1 of 1 A , q � ���� ���J�-�Q�7 '� ! I � � � ' Fl�r�da [��partm�nt �f E�us��n�s� �r�d @rofessiana6 R�gu(a�i�n � R�sid�nfiial PerForm�n�� Meth�d Rrojec#EJame: 123 FtE�(DENCE E3uilder Name: Stee�t: 123 RIE 99TN ST PermiF Qftice: City,State,Zip: MIA�II�HORE�,FL,9313� F'ermit Nu�ber. p���; JurisdicEion: [?�sign�ocaticrn: FL,Miami Caunty: Miami-Dade{Florida Cfim�te Zone 1 ) 1. New constr�ctie�e�or existing New(Fram Plans} 9. WaI(Types(6728.3 sqft.} lnsulation Area 2. Single farrryjlyAcmultiple family Single-family �.�Q��f���B#ock-Int Insul,Exterior R-4.1 672$.30 ft� � b.NlA R= t� „3, r�rber o S,1f muitiple f�mil� 1 c.NJA �� �� ' . .. �. Numt�er c�f"�adraams 4 d.NIA �,� �� .s.. ..o... � • . . 1p.Ceiling Types {2951.Q sqft.) Insulation Area �a. �s this a war�E case? ...:.. tJe �.tlnder Attic(V�nted) F2a30.Q 2951.Q0 ft� ffi"C�nditionea fioarerea abg0�c�r�e,�e(ft�} 2961 b,N/A R= ft� •o.•o• �o•• C.N/A R= ft� ..:�endifit�ned flQo!'�rea bs.o�f9::d:(ft2) 0 11.Ducts R �2 •l.'�1'ndows(�4�3 s�ft.} `�?�s�et�p#ion �1rea a.Sup:Attie,(�et:Att[c,AH:Kifchen 6 9C2 �•`�"U-Factor: �,.lj=,.1.p6 701.28 ft� b.Sup: Attic,F2et:Attic,AFi:Master Bedroom 6 90 !• SHGC: • �iGGA(�35 :•Sa!t1-FactcY:..«: NiA �p= 12.Caoling systems k�Eulhr E�ciency • * ' a,Centr�l Unit 38.0 SE�R:16.00 �HGC: • • ' •«•• w• � • •* b.Certtt�I Uttit 47.0 �EER:16,Q0 c. U-Faetoy • e N/R fI' SNGC: "`�! 13.Heafing systems k�tuthr EfEiciency d. U-Factor: N!R ft' a.Electric Strip Heat 2�A COP:1.Q0 ��{�;� b.Electric Strip Heat 31.4 GQP:9.a0 4 Area Weighted Rverage t�verhang Depth: 5.62� ft. Area Weight�d Av�rage �HGG: p.3�p 14.Not waEer syst�ms a.EEectric Tankless Cap: 1 galEons �. Floar'Fypes {2951.0 sqft.� lnsuEation A€ea EF:0.920 a.Slab-Qn-Grade Edge Insulation R=O.Q 2951.�Q ft2 b. Cons�rvation features b.N/A R= �2 Nar�e c,NtA �� �� 16.Credits Pst�t Total F�roposed M�dified L�ads: 183.36 `.�I�sslFl�a�r Ar��: Q.23� Tc�tal �aselin� ��ad�: 192.63 I hereby r�ify that the plans and specificati�ns cc�vered by �e�riew e�f ih�plans and � �'�����'��« � this caleulation�re in comp�iance with th�Flgrida Energy specificatic�ns eover�d by this '°�� ����, G�de. calculation indicates cgmpl[ance ;�`����� � ���,�"�' �. w+i�h the F�t�rid� Energy Cad�. � ��� � ,. ,'���� Pk�EP�RE[7 �Y: _ ,������'��-- ���-� ��` _' ��f�are construction is completed ,� � � DA,TE: � "° � "�_ _. _ _ this buildir�g wiEl be in�pect�d for � � ��� � '�� __ �.� eamplianee with Sectian�53.908 ,� � I her�by cerEify that this building, ��designed, i�in campliance Flc�rida Statutes. �,�, ��` ��,. w�fh Fhe Florida Energy G�de. �� ��"��°4�`��"���� � OWNEF�/RG�NT:_ BtJIL�Ii�G C)FFICIAL: __ C�ATE: QAT�: a Compli�nc�requir�s�ertif�cation by the air handler unit m�nufacturer that the alr handl�r�nclosure qu�lifies as �e�ti�ied fact�ry-�e�led in accer�a ce with R4�03.3,2n1. -Compli�n�e r�quires an Air 8�rr��r�nd In I�tion In�pection�heckt6st�rs��cordanc�wifih R402.�.1.1 and�hes pr��ect requtres an �. - envelap�I�akag�t�st r�port wi�th,� , lape �akage no great�r than S.OQ A�H5Q(R�02.4.1.2). F � � � t 1 �g{�j�.� . � . ��""� @�� 3127f2019 9:52 AM EnergyGaug USf�Section R405.4.1 Camplianf Saftware Page 1 of 5 � F�`�Nt R��S-�0�7 INPI.iT E,� A Y` �N CKI�t T RE��RT PFtt�JE�T , Tide: 123 RESIDENCE �edrooms: 4 Addr�ss Type: St�:et Address < �uilding Type: User CcandiFioned Area: 2951 �.at# - dumer Name: Totai Slories: 1 BloeklSubdivision: #ot Units: 1 Warst Case: Nca PEa#800k: BuiEder Name: Rotate Angle: 0 Street: 123 NE 99TF1 ST ' P�rmit Qifice: Crc��s ltentilation: Cour�ty: Miami-Dad� Jurisdietion: Whole Hause Fan: Gity,State,Zip: MIAMI SHQF2ES, Family Type: Binql�-family F�, 33/3� N�wfE�sting: New(From l�ians) Camment: �1,1 AT� ..s. . / Design Tamp Inf Design Temp �.�ieat�g Oe�si�n D�ify�ernp'• �� C}esign Gocation TMY Site 9�.5°!e 2.5°h, Winter Summer ,pays �of�s�ure Ran9e '. __ e s•... .•.. . F�,Miami F�_MIAMI_INTL_AR 51 90 70 75 9�9.5 56 Lrt�w ••ae � +mess •��• � �LCICKS •••.. ...... ,• . . NURl178f N�RI@ AfGB VOIUlTlC' •, °* • s+ •e s e• __. .._. ..... ..._ ...... ....... .._.. _... ....... ....... _... .._.. .._. s.m..i��• ..... __. ..._ e.... 1 81oCk1 1278 20A�4$ ,°� • e • • • • � • eaaaa• °��e�• 2 Block2 1673 26768 : ' • • • • a .• •• $�e�iC�� • • . . •oo• Number Name Rr�a Volume Kitche� Qccupants Bedroams Infli!Q Finished Goo(ed Heat�d 1 Kiteher� 1278 2044� Yes 4 2 1 Yes Yes l°es 2 Master�edroom 1673 26768 No 3 2 1 Yes Yes Yes FE�Q�RS # Flc�or 7ype Space P�rimeter Perirr�eter€2-Value Aeea Joist R-Value l"i!e Woad Cacpet 1 Slab-On-Gr�de Edge lnsulatio Kitchen 158 fk Q 127�ft� ---- 9 0 p 2 Slab-C7n-Grade Edge Insulati� Mast�r�edroam 186 ft 0 1673 ft' -o-- 0 (? 1 RC?�F J Roaf GabEe Roof Solar SA Emitt Emitt Deck Pitch \� # Type Materials �rea Area C�alor Absor. Tested TesEed Insul. (deg) 1 Gable or shed Gomposition shingles 561 H ft� 10�d ft2 Medium 0.5 (Vo 0.95 Na Q 22.6 AT�`IC V # Type Ventilation Vent Ratio{1 in} Rrea R�S f�CC _ ___ 1 FuiE attic Vent�d 30C3 51�7 ft2 N N 3127/2019 9:52 AM EnergyGauge�USA Section R40b.4.1 Campiiant Software Page 2 of 5 F�RM R�05-2017 I Pl,l`T 11 � Y � �6�t�1 T � T „ �; C�1�,IEVG # Ceiling Type Space R-Valu� 6ns Type Rrea Framing Frac Truss Type 1 Under Attic(Vented) Kitchen 30 Blowm 1278 ft� 0.11 Waod 2 Under Rttie(Vented) Nlaster Bedroam 30 Blowm 1673 ft� Q.11 Waad A�.�.� , / Adjacent ����� C�vity Width Height She�thing Framing S�lar �eB�6 V # _ C)rnt _To Wa1I Type R-�f�aEue Ft In _�% !ra __ Fl�- R-Value F�actkon A1a�gir. Gr�de,�_. � 1 E E�erior GanGret�8iock-Infi InsNlaster�edro 4.1 7 5 14 4 1 Q6.3 ft� 0 0.600400 0 � 2 E E�erior Coneret�E�Eack-Int Insalaster�edro 4.9 33 2 14 4 47a.4�fa Q 0.$ Q � 3 E ��erior Goncrete Block-Int Insul Kitchen 4.1 37 10 14 4 542.3 ft� o a.s 0 .... $ e�s!o�}(�e�Ettf • �QPF�fL'f��kOC�S-�Yt4��IS��StBf��'t�CQ $.1 2�I '� '�� $ 2�.�a�2 � �.$ Q • soa� o • • ��_ 5 .�!o• Exterfor• Co'F�crete�lock-Int InsOrtaster Bedro 4.1 32 4 14 �3 474.2 fta Q 0.� Q • e...a. . •+r• 6 hl"a sE�erio� �COne�rete�IoCk-Ittt Insul KitChen 4.1 2�3 6 14 & 359.3 ft' Q Q.8 0 • ....• � ' 7 W ��tteriar � Qcrete�Eock-!nt Insu( Kitch�n 4.1 24 3 9 8 230,4 ft2 0 0.8 0 � 4 ! � # 8 t+�"'�terior •f:b�cret�81oek-int lnsul tCitch�n 4,1 30 6 9 8 289.8 ft' 0 Q.8 0 ' 9 V� •'�terior ;°��ncrete Biock-Pnf Ins4tias4er Bedr,a 4.1 8 5 9 B �Q.Q itx 0 Q.$ Q `+!'°10 5°° E•xkeri0r ••�Qr�Gete�lock-Int Insui Kitchen 4.1 22 5 16 6 369.9 ft� Q 0.$ 0 • . .°11 �• E�ferioe : G�onc�te�Iock-Int Insd�aster�edeo 4.1 177 1 16 6 2821.9 ft� 0 0.� 0 ....• ..... �'2 �` E�teri�r •'C�oncr��te Bl�ck-Int ir�sb�iaster�edro 4.9 21 4 16 6 352.0 ft� 0 0.8 0 ••••�3 �••ME�erior � Cc�ncrete Blt�ck-ir�t Ins6rfaster�edro 4.1 14 1 16 6 232.4 ft� fl 0.8 Q .•.• D���S � Ornt Door Type Space Starms U-Value Width Neight Aeea Ft In Ft In 1 S Waod Master B�dro None .A6 3 3 _9 29.3 ft' W�NDQW� Onentation shown is Ehe enteeed,Pro osed orientation. / W�II Ov�rhang \� # Ornt IC} Frame Par�e� h1FRC llAFactor SHGC Emp Rr�a D�pth Separation Int Shade Screening 1 E 2 Metai Single(Clear) Yes 1.06 Q.3b N 56.6 ft� 1 ft 8 in 2 ft 5 in Drapesiblinds None 2 E 3 P�i�t�l Single(Clear} Y�s 1.Q6 Ci.35 �1 7i.3 ft2 1 ft 8 in 3 ft 7 in Drapeslblinds None 3 N 4 Metai Single(CEear) Yes 1.06 0.35 N 111.0 fN &ft 3 in 1 ft 6 in Qrapesiblinds Ne�ne 4 N 5 �letal Singte(�tear} Yes 1.06 0.35 N 16��Q ft� 1 Q�f 6 in 1 €t 6 in Drapesfbtinds Nor�� 5 N 6 MetaE Sing�e(Clear) Yes 1.06 Q.36 N 162.0 ft2 1 ft 3 in 1 ft 6 in Cirap�stblinds None 6 W 7 �etal Sir�gl�(Clear) Yes 1.06 0.35 N 54.9 ft2 3 ft 3 in 2 ft 5 in Drapeslblinds Nar�e 7 S 11 PAetal Sin�le(Ct�ar) Ye� 1.06 0�35 N 61.0 fE� 17 ft 2 in 1 ft 6 in C3eapeslblinds Non� � � S 12 Metal Singl�(Clear} Yes 1.Q6 0.35 N 32.5 ft� 7 fk 8 in 1 ft 6 in Drapesfblinds Non� 3127(2Q19 9:52 AM EnergyGaugec�USA Section R405.4.1 Compliant Saf4ware Page 3 of 5 �o�n� ����-zo�7 IRtPUT St� ARY GHE�KLtS�' RE�4�T tNFILTRATI�N # Scope Methcad S�A CFM 50 �C.;l �qCA ACH ACH 60 " 1 Whe�lehouse Prop�s�:d ACH(5t}} .QC10508 3934.7 216.01 446.23 .4286 5 HEAI"INC�Y�T�IVI # System Type Subtype Efficiency Capaciiy_ Block D�acts 1 Ei�ctric Strip HeaU Nane CQP:1 28 k8iufhr 1 sys##1 2 Electrie Strip Heatf iVone CQP:1 31 kBtulhr 2 sy��2 CQQLING �Y�TENI f.�* # Syst�m Type _SubEype Efficiency_ Gapacity Air Fltf�+*" 9F9R �ock D • e�+�• 1 Gentral Unitl NQrte SEER: 16 36 kE3tulhr 108Q �f ..9.75 e.o. sys�1 'e • ••.s• 2 Central UniU Nane SEER: 16 47 k�tuthr 1410 ct�rri"0.75 2 s}a�#2 •u��, e •see• �i�T WATEFt�YS�T�M •••• , ..... •ass0� �� e •• •• • . #6 Systsrn Type SutaType �ocatio� EF Cap Use SetPnt C�seraa�tion ..... 1 Electric Tankless Kitchen 0.92 1 gal 5Q gal 12Q deg ���••o Na�ie •i_ s , � . �Q�1Q.R�Q�W/�T�� ^`JY�TE� ••a•e• R •s a e a• • •• FSEC Callectar Stc�r'��'• Cert # Company Name System Madel# Galiectoe M�del# Ae�a VoOume FEF None None _ p�� _ . E3U�T� � ___�upply_— _—_Return_�-- A�e CFtv9 26 GFM25 HURG# # �ocatian R-Value Are� Locatior� Area Leakage Type Nandier T�T �UT QN R�,F HeaE Gool 1 Attic 6 90 ft' Atti� 90 ft2 DefauRt Le�kage Kitehen (Default) (C7efault} 1 1 2 Attic 6 90 ft2 Attic 9Q ft� Default�eakege Master�ed (DefaulE} (Default) 2 2 TE P� Tl,lR�S Program�b�e Thermostat:Y Ceiiing F�ns: Coalin Jan Feb fl�ar A r Ma X Jun X Jul X Au X Se Oct Nov D�c H�atin� €?C�Jan �?f�Feb �7C�Mar �3 APr � �MaY f �Jun � �JuI � �Au9 � �S�p f �Oct �X�Nav �X�Dec Ventin [ ]Jar� [ F�b (X �ar ]A r tNa [ Jun Jul Au Se [X Qet (X Nov [ D�e 3/27/2Q19 9:52 AM �nergyGauge�USA Section R405.4.1 Compliant Software Page 4 of 5 �ca�� �ao�-2o�7 i � T lJ A Y � G LI T T P . _ _ _ _ � Th�;rmostat Schedufe: NERS 200�Reference Hour� Schedu(e Type 1 2 3 4 5 6 7 � 9 1C3 11 `12 - Caaling(WD} RM 78 78 7� 78 78 78 �8 ?� 80 �4 80 80 PM 80 80 7� 78 78 78 7� 7$ 7� 78 78 7� Goaling(VltEH) AM 78 78 78 78 78 78 78 7� 78 7� 78 7� ^ PM 7$ 78 78 78 78 7� 78 7$ 78 7� 78 78 He�ting{1NC?) RM 68 66 66 66 66 68 Fa8 68 6� 6� 6$ 6$ PM 6� 6$ 68 6� 68 68 68 68 6� 68 66 66 Neating{IN�H) ARA 66 66 66 66 66 8� 68 6� 68 6� 68 68 P� 6$ 68 6� 68 68 68 68 6� 68 68 6@ 66 A�S R1ass Typ� Area Thickrress Fumiture Fra�ti�n �pace Def�U§��R��lsq.4t. Q ft2 0 ft Q.3 Kit�tten . • . •s a s DefaU`�t�Ibsls .ft. g ` " Q ft� 0 fE 0.3 Master I�edr04t7t � • .o.. ..o«.. ...s.. . ' ..«... . • a�a w+• ��C1'14:• •r�• �i�tic°��ttCG: e • � • •oa.�• •�ra• .�s•• s � � � �� ��Rfl6 •o o••• ���9C1�'�.�til�3 �:•i �2�@: • t •as+o• • • � • • • • • .osa.: + •r+o�. . • • • � • • � •oe.•a !' s • •• a • e s • 4 f i• 3(27f2Q99 9:52 AM Energy�auge�?USA Section R405.4.1 CompEiant Softw�re Page 5 af 5 � ' 2017 EPL C}ISPLRY �RR� Y F G L V L { P!.) 1 L Y � �STIMATED �N�RGY P�RFG ANC� IN��X* = 95 T�e i�v�rer the En�rgy F�erfarrr�an�� 1nd�x, th� m�r� eff�cient the horn�, 1� Rlew h�me oe, addition 1. New(Fr�am Plans} 12. Ducts, location�ins�alation lev�l a) Supply ducts R 6.4 2. Singl@-family or mulfiiple-famiEy 2. Sinr�.le-famiiy b) R�Eurn ducts R 6.0 c}AHU location AtticlAttic .:.. 3. Nca. of units(if multiple-family} 3. 1 . � • . , , * ...� ...... 4. Number of bedrooms 4. 4 13. Caoling system: ...�apacity :83.ti •• a} Split�ystem • S��R•••' ••..:. 5. Is this a worst cas�?(yes/no) 5. No b} Single package !`R`•°SEER . • . C� .�'.qfOL3C1�IWi3t8C SQIIfCL•���RIGC�f s • :•a a s� 6. Conditianed flaar area(sq.ft.} 6. 2951 d} Room unitlPTAC ••@• EER• ..... �}Qtf1�C ••esm. ee ��.�.} ••�•m• �.�fEP1f�4W5>��E.'�Plf��Cea •• °�' + •• •ea•es ••+ee• . a) U�factor:(weight�d av�r�ge} 7a. 1.060 . , � • . b)Sol�r H�at Gain Cae�ci�nt(�NGC) 7b. t1.350 14. He�ting system: ' Capaci �9.0 ....:. c)Ar�a 7c. ?01.3 a}Split system heat p�mg•• HSP� . . b} Single package heaf�ump NSPF�.. •••••: �. Skylights c} �lectric resist�nce Gal�....R.0 • �) 11-fiactor:(weighted aver�ge) 8a. NA d}�as furnace, natural gas AFUE b)Sai�r Heat Gain Coeffici�rlt(SHGC} 8b. NR e} Gas furnace, LPG RFUE �}C?ther 9. Floor type, insulation level: a} Slab-on-c�rade(F�-valua) 9a. 0.0 b)Wood, rai��d (R4vaiue) 9b. 15.Wat�r heating syst�m c) Concrete, raised (R-valu�;} 9e, a} Electric r�sistance �F €�.92 b) Gaa fired, natur�l ga� EF 1Q.Wall type and insulation; c��as fired, �PG �F �. E�terior: d) �c�lar syst�m with tank �F 1.Wood frame(Insutatior� �-value) 10A1. �) t�edi�at�d heat pump with tank EF 2. Masonry(Insulatian R-value} 10A2. 4.1 f� Heat re�overy unit NeatR�c°to �.Adjacent: g}Gther 1.Wc�ad frame(Insul�tior� R-value) 10�1. 2. M��onry{insulation R-value} 10�32, 16. HVAC ceedits claimed(Performance Me�hod} 11. Ceiling type and insulatian levei a}Ceiling fans a}Under attic 11�. 30.Q b)Crass ventil�tion iVa b}Single assembly 11b. c}Whale h�use fian Na c)Kn�e wa(IslskyEight wall� 19 c, d) Multizon�eaoling eredif d)Radiant barrier instalEed 11d. Na e) MuitizQne he�ting credit f} Programmable thermostat Yes *Label r�quired by SacEican R303.1.3 of the FlQrida �uilding Cade, Energy Conservatian, if no�DEFAU�T. i eertify that this home has camplied with the Florida Building Code, Energy Gar�servation,thraugh the aboue ener9Y saving featur�s which wil!be installed(or exceeded}in this home befare final insp�ction. �then�vise, a new EP�. display card will be eompleted based ean installed code compliant fea4ure�. Builder Signature: Date: Addr�ss of New Nome: 123 NE 99TH�T CiEylFl.Zip: t�IAMI SHQRES FL 33138 3/27/2Q19 9:53:04 AM EnergyGaugec9 USA 6.O.U2-Fi�Res2d17 FBC 6th Editi�zn(2017}CamplR�nt So re Page 1 of 9 FI ri uil in e, r� r ti n, t ifiic�n ( 17} , t1��nd��o �� ua��menfi� for Resid�ntial Perfio�r��nce, Pr+��cri #ive �r�d ERI �lfiett�ods w RDDRE�S: F'ermit Number: M�NDA►TC?FtY R�(�tJ�(�E�ttENT� �ee indiviciu�l cod� secti�ns f�r f�ll detail�. � E�TI 1 L R4Q°I.3�r�ergy P�rtorm�nc�L�v�l(EPL}dispt�y card(l4land�t�zry). The buiiding officiaf shall require thaf an ener9Y Pertormance Ieuel(E�L) disp(ay eard be aomp[eted and certifled by the bui(der to be accurafe and correct#�efor�flna[app€�avat of the building�ar oceupancy�FEorida Iaw {S�ction 553.9085,Florida�tatutes}require�Ehe EP�display card ta be inciuded as an addendum to each sales eontract for both presold and nonpeesald resid�nEial buildings.The EPL display card cant�ins informa2ian ir�dieating fhe ener9Y Pe�€ormance Eauel and efficienci�s af companenQs insEall��1n'�a�welling u�it.Th�bu'tlding of�iciaE shaPl verify�hat th�ERL display card compi�ted and signed b�+th�buildar accurately refleGts tMe plans ,.�..• and sp�C1'fl'C�tions submiited io demonstrate code compliance for the building.R copy af the EPL di�piay card can be found in Appendix Rf�. °� •e•• ° e• • � ��se •E���e i,!•••RA02.4 A1r leakag�{I4�� ). The buildir�g thermal enveEope shall be constructed to Iimit air Ieskage in accordanc�with the r�quirem�nts of • � Sec�ions R4Q2.4.1�t�i�y��R4C?2.4.5. • ���sas ..... Lxc+�ption Q�Dwelling units of R-2 Occupar�cies and multiple attached single famiiy dwellings shall be permitted to • ' . •eomply��i4h"�'e`c�ion G402.5. ..... • * ., ...... .. . .. .. • � •e�a��` R4g2.�4.1��aildiei�g therca�al�nvelo building Fhermal enveRope shali campiy with Sections R402.4.1.1 and R402.4.1.2. " Tia����li�g metho�ls betxreen dissim€�ar mateei�Es shall a(tow for differenEiaP expansion and cantraction. . . . . • ...... . .. • • .. � R� �.�.9 Inst�llatlon.The componer�ts of khe building thermal�nvelope as Gsted in Table R402,4.1,1 shall be installed in�ccordae�ce with the m�nufacturer's instr�ctions and the ceiteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by�he code aftieiai,��approved third party shaEt inspeet all components and verify cc�mpiiance. R442.4.9.2�'�sting. Th�building or dweiling unit shall be tested and verifi�d as E��ving an air Ieakage r�te not exceeding seven air char�ges per hour in Glimate�ones 1 a�d 2,and three air changes per hour in ClimaFe Zonas 3 through 8.Testing shal(be conducfed in aceordance with ANSURESNETIiGG 380 and reported at a pr€;ssure of 0.2 ineh w.g. (5Q pasc�ls).Testing shall be conducted by either individuals as defined in Sectian 553.993{5)oe(7},Florida Sta4utes,ar individuals licensed as set forth in Section 489.�Q5(3){�,(g)ar(i)or an approv�d third p�rty.A wriFten report o9 the resuEts af th�fest shall be signed by fhe party condueting the test anci pravided to fhe cade o�cial.Testing shaEi be perfarmed at any tirr�e after creatian of aN penefeations of th�building thermal envclope, Exc�pti�v�: Testing is not required for additicans,aiter�tians,eenavafions,or repairs,Qf the building th�emel envel�pe of existing buiPdings in which the new construc4ion is less than 85 percent of the building theemal envelope. During testing: 1.Exteriar windows and daars,fireplace�nd st�ue daors shall be closed,buf not s�aled,b�yand the intended weatherstripping or oth�r in6ltratian contral m��sures. 2.C7ampers includng exhaust,intake,mak�up air,backdraft and flu�damp�rs shaEi be cl�sed,but ngt sealed beyond intended infiltr�tion cQntraE me�sures. 3. Int�riar d�ars,if installsd at the time of the test,sh�Il be open. 4.E�cterior doors far continuc�us ventilation systems and heat recov�;ry ventilatcars shall be closed and se�led. 5.NeaFing and coofing systems,if insta6led�t the time of fhe test,sha�i be tumed offi. � 6.Supply and r�tum registers,if inst�lled at the time caf the t�st,shall be iully open, � R�Q2.4.2 Firepi���. New wood-burning flrepEaees shaBl haue tight-fitting flue dampers or doors,and outdoor cambustian air.Where u�ing tight-fitting doors on f�etory-built fireplaees list�d and Iabeled ir�aecc�rdance with UL 127,the doors shat3 ke tested and Iis4ed forthe fireplace.Where u�ing tighf-fitting doors an masone}r fireplaces,the doors shail be listed a�d fabeled in aceardance with Ul 907. R&92.�.3 Fenestr�ti�n�ie Ieakagea+Vindows,skylights and sliding gla�s doars shall have an air in�ltration rate of no more than Q.3 cfm per square foot(1.5 Lfslm2},and swinging doars no more than Q.5 cfm per square foot(2.6 Ltslm2),when tested aecord€ng to NFRC 4Q0 or AAMAt WDMAIGSA 10111.5.2/,44444 by an accredited,indep�nd�nt labaratory ar�d listed and Iabeied by the manufactur�r. E�ception: Site-built windowt�,�ky(fghts and doors. 2t�lFQ19�:4fi AM EnergyGaug��USA -FBC 6fh Edition(2G17) Compliant So �re @age 1 af 5 � T Y Cll E NT A (Gontin�ed) �R402.4,4 Ro�ms contain€ng fu�E-hurning applianc��. In Climate Zon�s 3 through 8,where open combustic�n air ducts prc�vide combustion air to open ec�mbustion fuei buming appliances,the applianees and cambustion air apening shall be locat�d outside tha buiiding t��rmal envelQp�or encl��ed in a room,isolat�d from inside E�e thermal enuelop�. Such raoms shall be s�aled and insulated in accordance with the enuelope r�quiremer�ts of Table R402.1.2,where the waEis,floors and ceil€ngs shall meet not less than the b�sement wall F2-value requir�m�nt.The d�or inta the room shal!be fully gaskefed and eny wat�r lines and ducts in ihe raam insulaf�d in accordance with Section R4Q3.The c�mbustion air ducf shaEl be insulated vJhere it pas�es through eondition�d�pace to�minimum�f Rm8, Exc�ptions: 1. Direct vent appliane�s wi4h bath intake and e�ausE pipes insEalled eontinuous fo the ouiside. 2. Fireplaces and stoues complying with Section R402.4.2 and Section R1006 of the Flarida�uilding�ode, Residential. F24d2,4.5 R�c ed Ilghting. Recessed Euminaires installed in the building thermal envelope shall b�sealed to Iimit air Ieakage kzeCween condition�d�nd unconditianed spaces.AII eecessed Euminaires shall be IC-�rated and labe(�d as having an air leakage rate nat mare than 2.0 cEm{0.944�fsj when tested in accordance with ASTM E2�3 at a 1.57 psf(7a Pa}pr�ssure diff�rer�tial„AU�e�essed .••s•� Iuminaiees shafi b�sealed with a gasket or eaulk between the F�ousing and the interiar wa(E oe ceil[ng covering. • • �+ ""• ...... ii R Mf1�! • f� Q •O•!4• •!0 i •• � �t�' � �7 ���� � • •O•p,ry�p •i f i i• R403.1 Gontrols. • � R40�.1.1 Therm�staf prcavisi�n(Mandat�ry). At Ieast one thermostat shail be provided for each sep�rate�isating a��,��cr�.g sysfe�i•••; .s•. R403.1.3 H�at pump suppfement�ry heafi(Mandatory}. H�af pumps having supplementary elect�ic-eesist�r� �E shall have ct�ntrols '•"O* that,except during defrost,prevent supptementaE heaf operation when the tr�at pump compressor can meet�k��"::a�ing loac��. °, e•:••� • �• filOi• R�Q3.3.2 S�aling(�Randakory) A11 ducls,air handle�s,filte�bc�x�s and building cavities that form the p�im�a�i� tainment p�ssageways . far air distritautian systems shalE be cansidered ducts or plenum chambers,shall be construcfed and�ealed in�cc�rrdanc�with Sectiqn ". C4Q3.2.9.2 caf th�Commercial Provisions of this cade and sh�ll be sh�wn to meet duct tightness criteria ky�low.i •...E. •••••• . . , • , e Duct tightness shalf be verified by testing in accordanc�with ANSIlF2ESNETIICC 3�0 by either individuals as defined in�c�dh`�53.993(�)�or�'; (7�<F(oeid�Sfatutus,or indiv€duals lic�n�ed as set forth in Section 4�9.1Q5{3}(�,(9)oe�},Fl�rida Stat�atss,to be"substan# p@eak f�e°in acccardance witt�Section R�03.3.3. R�Q3.3.2.� S�a(ed air h�ndlere Air handEers shall have a manufactur�r's designation for an air Ieakage�f na more th�r�2 percent of fhe design afrfiiow eate when tesfed in�ccordanca with ASH[�AE 193. R4Q3.8.3 Duct te�ting(Mand�tory). Ducts shall be pressure tested to deterrnine air leakage by one of the following m�thods: �, Rough-in fest:Tataf 6eakage sh�IE be m�asured with a p�essure difFerential of 0.1 inch w.g.(25 Pa)across th�system,incEuding th� manufacturer's air handEer encl�asure ifi installed at th�time of th�test.All registers sM�l!be taped ae atherv�is�sealed during the Eest. 2. Pastconstruction test:Tat�E(eakage shall b�measur�d vvith a pras�ure difFerentiaE of 0.1 inch w.g.(25 F'a)across the entire sy�tem,i�cluding the manufacturer's air h�ndler enclosure.R�gisters shal!be taped or atherwise sealed during the tesf. Exc��tion�: 1. fi duct aic{eakage fesE shall not be required whare the ducts and air handler�ar�l�cated entirely tvithin the building therm�l envelope. 2. D�ct t�sting is not mandatoty fiar buildings corr�plying by Secti�n 445 of this eode. A written report of the results of the test sh�i!b�signed by th�Rarty conducting fhe test and provided to the eode off€ci�i. R403e3.5 Bu�Id�r�g c�vities(�andatory}. Bu€Iding feaming cavities shall nc�t be us�d as ducts or p(enums. 4Q3.4 A�echanical syst�m pipittg insui�tian(Mandafiory}. Nteehanic�l�ystern piping capabl�of carrying fluids above 105°F(41°C) � or bel�w 55°F(13°C)shali be insulated to a minimum af R-3. � R403.4.1 Rratect�on of piping Insufatian. Piping insulation e�tased to weathe�shall be pratected from damage,incEuding that caused by sunlight,moisture,equipment maintenance and wind,anci shall provide shielding frorn solar radiation th�t can cause degradatian of the material.Adhesive tape shall nof be permitted. R4Q3.6.1 H�ated water circuEation ar�d tem�erature maintenan��syst�ms{Mandatory). Heated water circulation system�shaii be in accc�rdance w�th S�ction R403.5.1.1.Heat traee temperature main#enance systems shall be in accordance v�th Seetian R�03.5.1.2. Automatic controis,temperature sensors and pumps shall be acc�saibfe.Manual ccantrols shall be readily accessible. R403.6.1.1 Clrctslat3an sy�tems. Heated water circu#�fion sysEerns shalE be�aravid�d with a circulatior�pump.The system retum pipe shaBl be a dedicated return pipe ar a coid water supply pipe.Gravity and thermosiphon oirculation systems sh�Il be prohibited. Controls for circulating hot water system pumps shaii st�rt the pump based on the id��tificatic�n of a demand foe hat water v�ithin the occupancy.The cantrais shall�utom�ticaily turn offi the pump when th�water in the circulation Poop is at the desired temperature and ��n there i�no dem�nd for hot water. � R403.�.1.2 Fi�at tra��syst�ms. Eiectric heat tr�c�systems shali compiy with IEEE 515.1 car UL 515.Controls for such systerrts shalE automatically adjusf the energy inpuf to the heat tracing to m�intain the desired water femperaEure in the piping in accordance wifh the times when heated water is used in the oecupancy. 21612019 8:41 �M E�ergyGauge�11SA -FBC 6th�diEion(2017}Compliant�oftware Page 2 of 5 T I T - (�ar�tir�u�d� _ R4Q3.�.5 FI��4 traps(RAandatoryj. Storage water heaters nQt�quipped with integral heat 4raps and having vert'scal pipe riser�shall hav� � heat tr�ps fnstailed on bQYh t�e intets and outdets,Extemal heat treps shali consisf of either a cammercia(iy available he�t trap or a downward�nd up rd bend of at leasfi 3'/�inches(89 mm)in the hat waEer distribution Iir�e and cold water line lacafied as ciase as passibl�; to the�torage tank, _ R403.5.6 Water heater�fficiencies(1l�anda#oryj. Ft403.a.&.1.1 Au�am�#ic c�r�t►�ols, S�rvice water-heating systems sh�li be equipped with automatic tempefaEur�controEs capable af adjus4m�nt from the I�west to fhe highesfi acceptable temp�ratur�settings for th�intend�d use.Th�minirraum t�mperatur� setting range shali be from 1QQ°F to 1&Q°F(38°G t�a 60°C}. �443,5.6.1.2�hut down. A s�p�raie switch or a clearly m�rked circuit breaker shaBl be provided to permit the pav�r s�pplied to electric senrice s}rsEems to be tumed offi.A separate ua#v�shall be prouided ta permit the energy supplied to the m�in bum�r(s}of eombustion types of seruice water-ne�ting sy�tems to be tumed offi. 3„�.6.?W�Eer-h�a43ng�quipment. Water-heating�quipment insE�lled in residentiaE units shail meet the minimum efftciencies of +s.T�k�e G40d.�in Gt Rapt�r 4 of the FEorid��uilding Code,Energy Consenrati�n,Gornm�rcial Prtavisions,far the type of equipmen#in�t�Iled. �o••" Equipment Qs �prauide he�ting fun�ti�ans as part of a eombin�atic�n system shail satisfy alE staked r�quirsments for the appropriate '� `:•� tee-h�atit�e� ry,�o{ar wvatse heaters shalt m��t th�criteria af Sec#ian R4Q3=5.6�2.1. • •..� .�•. . � � R�SQS.5.6.�.'4'�bR�'r w�ter-h�ating systems, Salar syStems fe�r domestic hot water producEion are rated by the annu�l salar energy :..•4 Q 6 ,factar of @h�S�stem.The solar en�rgy factoe af a sy�terrr sF�al1 be determined from the FEorida Salar Energy Center Directory af ' • •••'•;Gertified��I�r Systems.Saiar collectors shall be tested in accordance with ISO Standard 98Q6,Test Methods for Salar Collectors, e•••� andS � . � �. �G� da€d T�I-9,Solae Domestie Hat Wa#�F System and Gc�mpanent Test Prt�toco[.GolEect�ar5 in installed so(ar ••••• . . .water-he�a,�if�St SYstems sho�ld r�reet ih€fotiowing eriteria; .s.... .. • . , 1. �i��ttai�d with a tilt angle batween 1 f�d�grees and 4Q degrees of t{�e harizcantal;and .° , • 2. E�e instaiied at an arientation within 45 degrees of trus south. • " .... ; Q..�T�03.6�echa�ical v�pi3l�tiori{R11and�tory), The buildir�g shall be prouided with ventilatior�that meets the requirements o€the � �Iari ui(�ling CoO�, Sidentlai,or Fioeida Buiiding Cade,Mechanical,as applieable,or with other approved means ofi ventilation � incldc�r��1"af�tral,Infiltration or Mechanicai mean�.�utdoor air intakea and e�austs shall have automatic or gravity dampers that clase when the ventilation system is not op�eating. � Fi4Q3.6,1 Whol�-house mechanlc�!ventilation�ystem fan efticacy. When installed to function as a whole-house mechanical ventiiation system,f�ns shall me�t the efficacy requireme:nts ca#Tabie R403.6.1. �xcepti�n: Whers whole�house meehanical ventilation fans are int�grai to tested�nd lisfed MVA�equipm�nt,they sha(I be power�d t�y an electrcznically commutated mator. RAd3.6.2 Ventilation air. Residential buildings designed to be operated at�positive indaor pressure or for mechanical ventilation sh�i!me�t the fellowing criteria. 1. Th�design air ehange per hour minimums far residential buildings in A,SHFtAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates aElowed for residential applications. 2. No ventilaCic�n ar air-conditi�ning�ystem mak�-up air shall be provided to conditioned sp�ee from attics, crawlspaces,atfached encloaed garages or outd�or spaces adjac,�nt ta swrimming pool�or spas. �� If ve�ntilati�an air is drawn from enclosed spac�(s),then the walls of the spac�(s}from wr�leh aie is drawn shall Pae insulated tt�a minimum of E�-11 and the ceiling she[1 be insu(ated to�minimum c�f R-19,spac�permiEting,ar R-10 oth�tvris�. R4Q3.7 Hea4�ng�nd coating et�ulpment{Mand�toey�. R403.7.1 �qui�rraent si�ing. Haa#ing and eooling equipment shalC b�sized in�ecc�rdance w�ith R�CA P�anual S b�s�d on 4h� equipment loads calculated in�ccoed�nce with ACCA Manual J or other approved heating and ca�aling calculati�n methodoiagies, based on building laads far the directional�eientaFic�n caf th�buiiding,Th�manuf�ctue�e�nd model numb�r af th�outdcaar�nd indoor units(if split sysfsmj sha(I p�submftted along with the sensible and total caoiing capacities at the de�ign eonditions - describ�d in�ectinr�R�Q2.4�This Cod�daes nerf allaw designer safety factoes,prQvi�i�ans f�r tuture��Sansian or other factors that afFect eguipment sizing.System sizing calculations shall not inciude Iaads created by Iocai intermiftent mechanic�I ventilation suGh as standard kitchen and bathrq�m exhaust systems.New or replaceenent heating and eooling equipme�t shall have an e�cieney eating equai to oe greater than fhe minimum required by fedeea((aw for the geographic l�catian wh�r�the cquipment is insfalled. TABLE R4Q3.6.1 WNQL�-Pi�US��RE�WR4P11�AL.V�6�T#L�T�Qtd SYST��U1 F�4td �FF1��0.�Y �aN�ocaTiory aiR��ow RaTE Mirvi�nunn nnir�ir�u�n��Foc�cv � Ae���aw��T�r��on�u (CFM} (CFMl1NATT} (CFM) Range hoods Any 2.8 cfmtwatt Any In-line fan Any 2.$cfm/watt Any ��throam,utility room 10 1.4 efm(w�it {90 �athroom,uEility rQom 90 2.8 cfmhrratt Any � For SI: 9 cfm=28.3 L/mir�. a. Wher�Eested in accordance with HV�Standard 916 215f2C119$:41 AM EnergyGauge�USA -F8C 6th Editian(2d17} Compliant Software Page 3 of 5 T° Y UI T � (Confienu�d) �4Q3,7.1.1 Goaling�:qu�pm�nt capacity. �ooling only equipment�hall be sel�eted so tMat its totai capaciTy is nat fess th�n th�eaEculsE�d tot�I la�d but not mc�re than 1.15 times grea4ee than the tcat�l Eoad calculated aceo�ding to the proc�dure selected in Sectian 403.7,or the c6osesF av�ilable size provided by the manufacturer's product lines.The eo�responding latent capacity of the - equipment sF�all not be Eess than the eaEcul�ted latent foad. The puh(ished ualue for ANRI t�t�l c�pacity is a r�ominal,rating-t�st vaEua and shall nat be used for equiprr�ent sizing_f�anuPacturee's expanded peeformance data�hall be used to se(ect cooiing-on(y equipmen4.This sal�ction shall be bas�d on the outdaor design dry-buBb temperature fior th�Ioad c�Iculation{or entering wat�r temperature for vvater-source equipm�:r�t},the bIa r GFM provided by tF��expanded perform�nce data,th�design value for enteeing wet-bulb Eempeeature�nd the design value for entering dry-bulb temperature. Design ualues for entering v�t-bulb and dry-bulb temperatures shall be for the indoor dry bulb�nd relative humidiFy used for the load calculatian and shatf be adjusted for retum side gains if the retum duct(s)is installed in an uncar�ditioned spac�. Exceptia�s: 1. Attached singlea�nd muitiple-family residentiat equipmenf sizing may be selected so that its cooling capacity is I���t�ian the caEculat�d totai�ensible load but not less than 80 pereent o€thaE Iaad, . . • . 2. * • w .o•• •soso• When sign�d and sealed by a Flarida�eegisteead engine�r,in aEtached single-and m�EEiple-famil�'�inits,'the capaeit�afe �• �Ql1E�}EC'tE[lt t7I8}7 bL'3IZ��itl 8CCf3Fd�i�G@ VJif11 g4Qd t�LSl�E1�}['dCtlC@_ �r��s• ��+s •��s�s 1�443.7.1.2 H�ating mquipment c�pacity. •�•••• . • s R4Q3.7,1.2.1 He�t pumps. Heat pump siaing shal!be bas�d on the caoling requirem�nts as caic�a�a�ed�cordin�j�S�ceian :'•+'; R4E13.7.1.1,and the he�E pump totaE eooling capacity sh�11 nc�E be mare than 1.15 times greater than the desi�r�caaling ib�d even if .�... the design heating load is 1.15 times�reater than the design cooEir�g load. '•�'•� .. . .�!`•* .• .. • . � • �+ i�liOf ssess� * R • • s s R403.7.9,2,2 Eiectrie eesistance furn�ces. EEectric resis#ance fumaces sfiall be sized vvithEn 4 kW%f the d@sign * e .e�o:. req�airsments calculated accarding to the procedure selected in Section R403.7.1. • • r••s e w • • • • �, •+ s � 4• sssaa• • ♦ ' • • •os• � R443.7.1.2.3 Fo�sil fueE heatit�g equipmenf. The capaeity of fassil fuel haating equipment with naturaE draft atmcaspheric burners shaM!nat be les�than fhe d�sign Ioad calcuiated in aecordance v�ith Section R403.7.1. � R4Q3.7.1.3 E�cEra capaeity rsq�ir�d fo�sp�cial acc�sions. Residences requiein�excess cooEing or heating�q�ipment capacity or�an intermittent basis,such as anticipated�dditional loads caused by major�nEertainment events,shall h�ve equipm�nf sized or cc��trolded to prevent continu�us space coofing or heafing within that�pace by one a�mar�e�f the fc�0ov�ing apfions: 1. A,sep�rate coaiing or he�ting syst�m is utilized ta provide coaling or heating ta fhe major enfertainment areas. 2. A variable capactty system sizad foe optimum performance during base Ioad penods is utiliz�d. R403.�Sy�terr�s s€�rving multipl�dwr�ilfng units(Mandat�ry}. Systems serving multip(e dw�lling units sha(I compt�wiEh Sections � C�03 and C4Q4 of the IECG—Comm�rcial Rrovisions in Iieu of Section R403. � R403.9 5no�v melt and ic�sy�tem canErols{PAand�tory) Snaw-and iee-melting systems,sup{aiied thraugh energy senriee to the building, shall ir�clude autornatic controls Gapable of shutting off the system when th�pauement temp�ratur�is abave 5d°F(10°C),and na precipitation is faEling and an automatic or manusE control Chat v�ili ellow shutoff when the ouYdoae tempeeature is above�0°F(4.8°C}. RddS.10 @ools and peemanent spa�znergy consumption(Mand�tory}. The energy consumption af pools and permanent spa� shall be in accoedance with Sections R4Q3.1�.1 through R403.10.5. R�Q3.10.9 H�at�rs. The eleetric power to heafers shall be confrelied by a r�:adily accessible on-off swrtcM thaf is an integral part of the heater mounted on the��cteriar e�f the heatee,or eactemal to and within 3 feet(914 mm}af the heater.Qperation of suct�switch shall not change the setting of the h�ater thermostat.�uch s�tches shall b�in addition to a circuit breaker for the pov�e ta the heater.Gas-fir�d heafers shaOl not be equipped with continuously burning ignition pifots. R4Q3,10.2 Time switches. Time switehes or other coe�trol mefihods that can automafic�Ily turn off and on according ta a preset schsdule st�all be installed for heaters and pump motor�. Neaters and pump motors that have built-in time s�4ches shall be in compliance with this section. �xceptions: 1. Where public heaEth s4�ndards eequire 24-haur purnp operaEion. 2. Pumps fihat operate solar-and v�ste-heat-recav�ry pool heating systems. 3. Where pumps are pov�red exclusively from on-site renewable generation. � R443.1d.S Covers. Qutdoor heated swimming paols and�uttloor p�rman�nt spas shall be equipped with a uapor-r�tardant caver on or at the wafer surface ar a liquid caver or ather means prav�n to reduce heat loss. �xGe�stion: Where more than 7Q percent�f the energy for heating,computed over an operatian season,is from site-recovsred energy,such as from a heat pump or sQlar energy saurce,ecrvers or other vapor-r�tarda�t means sha!!not be required. R403.14.4 Ga�-and oil-fic�d pool and spa heat�rs. A!I gas-and�iI-fired p�ol and spa heaters shall have a minimum thermal ❑ efficiency of 82 percent for heaters manufactured on or after April 16,2013,wh�n tested in accardance with flNSI Z 21.56.Poo! heaters fired by natural ar LP gas shail not hau�continuously buming pilot Iic�hts. 21512Q19 8:41 AN1 Ee�ergyGauge�ID USR -FBC 6fh Editian(2017} Campliar�t So re Page 4 of 5 R403.9Q.5 tfeat purnp pcaal h�aters. Heat pump pool heaters shall have a minimum COP of 4.Q when tested in accordance with AHRI 11f0,Table 2,Standard Rating Condifions-�ow Ai�Temperature,A test report from an independent labaratory is eequired tca verify procedure compliance,G�othermal�wimrrting pool heat pumps are not eequired to meet this st�ndard. - � R4Q3.19 Porta�te�p�s(�Aandat� e energy consumption of electrie-pov�red portabl�spas shal!be cor�trolled tay the r�quir�ments af APSP-14, ������� ���� � � �� � � L) �� ��� R404.1 I�ighting�quipm�nt([uland�tory}. Not Iess than?5 percen4 of the lamps in permanentiy installed(ighting fi�ures shaEl be high�ef�icacy lamps oe not less than 75 pere�nt Q�the permaner�tly installed lighting fi�etuees shalE eant�in anly high-�fficacy Iamps. ..,��. �*+��4.9,9 t� ��in��►��ui��ent Mandata Fu�I asli htin s stemsshallnothav�continuousl burnin ilatEi I�ts. � e9 � p ( �Yl� 9 9 9 X Y 9 P 9 @a aee� � � •a�•s� � o�.. ....+• . � RM1�f• • � •i.!!f e • •P!! • f i e 6YlYO• S!Y{ R9ef• b . + •• •00li• •!!•• • • • « p ! Yi0le• •f i R• fi p . f Y f O!• • • • � 6 p • � 9 Y i Q!! ! is60lf � • • • ! d ` • f i!!O• + P i * � •P ! • • ` � •ir• 2/5/�(}19&:41 RM EnergyGaug tJSA -FBC 6th Edition{2Q1 fi} Cc�mpliant�o re Page 5 of 5 2Q�7 -AiR �1�RRlER ANa tN�U�.ATIC)N INSP�GTIaN C� ��N�NT CRIT�RtA TA�L�402.�.1.1 A,IR �ARRIER AM� IN�ULATIQN INSR�GTIQkN G��ftP�MENT CRITE�[A - Project Name: 123 R�S![3ENCE Builder Name: Str��t: 123 NE 99TH ST Permit Otfice: City,St�te,Zip: MIRMI SHORES, F�,33138 Permit Number: � Ov�mer: JurisdicEion: � Design�acation: F�,Miami c� GOMPAN�NT` E41R BARE2IER �RITEFt1A INSt1LAT1ON INSTALLATI�N �RIT��IA General A continuous air barrier sMall be instailed in the buiBdierg enve:iope. Air-p�rmeable insulation shati ` The�uteriar theemal envelope confains a continuous air barrier. ne�t be used as a s�aling material. �+.e �f requirements greaks or joints in the air barrier shall be sealed. • • • + • The air barrier in any dropped ceilingisoffit shatt b��lign�d with The insulatiar�in an r� ed eeilin !s "• •„ C�ilinglattic Ye�;�P,�F 9 R� the insulation and any gaps in the�ir barrier shal6 be seaEed. shall be alig�ed with the�ir barrier. "•«s +��' � Access openings,drop do�stairs or knee wall doves to ••a••. s unconditioned attic spaces shati b�s�aled. ••+• ,� .•. i ��I�s Th�junction of the faundation�nd sill piate shall be sealed. Gavities within comerS t��c!header `�Nr�r4��walls �+�� + The juncEion of the top plate and the top of exterior walls shaEl be shall be insulated b't� �9t�ly filliq�th�e avity • . Se81ed. vvith a materiai hauipg�j�}17ial r��I5t�r1Ce a�af R-3 • e•e + Ra Kn�e walls shaEl be sealed. per inch minimum.•��� � • ••� ` Eatterior thermal en�lope�i ulation for t�amed : waEls shall b�instai�ed in s�stanti�l:�:t:;t and � .s: cQntinuous ali nm t tfi e a�r b�rrier. Windo�.skylights The space be en�vindc�wldaor jambs and framing,antl "' • � �•• ; •e• and daors skylights and framing sha60 be sealed. ..••' ,,�`� Ftim joists f2im jQi�ts shal!include the air barriee. Rim jaists shall be insulated. � �laor� The air barrier shalR be insfalled af any exposed edge af Floor framing eaerity insulation shaEl be insf�lled to (including insul�tian. maintain permanent contact with the underside c�f above-garage subflc�or decking,or flaar framing cavity insuEation � and car�tilsuered shatd be p�rmitted t�b�in ctattEact with fhe top side fE�ors) of sheathing,ar ct�ntinuous insutatiern installed on the underside af floor fr�ming and e�ends from the botte�m tt�the top of ali perimeEer floor framing merrtbers. Cr�w!space walls �xpos�d earth in unvent�d cr�wl apaees shall be covered�th Wheee provided instead af flaor insulatiQn,insulatian �,,.� a Class I vapor retarder with overiapping joints taped. �hall be perrrtanent#y attached to the cr�wlsp�ce Sh�fts,penetrations Duct shafts, uti(ity peneEeations,and flue shafls opening to e�terior�ar unconditioned s ace shaEl be s�al�d= 8atts in narraw cavities shaii be cut t�fit,or narraw Nareow cavitles c�vities shall be filfed by insulation that on �,rr instalEation readily conforms fo the availabie cavity spac�s. Garage separafian ,Air sea�ing shaPl be pravlded between the g�rag�and coriditionad spa s. Reeessed tighting R�cess�d Eight fi�ue�s ins4aEfed in tMe building Eherma�env�Mope Recess�d 6ght fl�ures inst�Iled in th�buiiding shall be sealed ta ihe drywaEl. Eh�rma!envelape sh�ll ae air tight and EC rated. �` Plumk�ir�g and wiring Batt insuEation shall be cut�eatty to fit aeaund wiring and pEumbi�g in�actericar walls,or insulation that on „„�°°`j insfaf[�tion readily conforms to availabE�spaea shall Showerltub The air barri�r installed at eact�rior walls adjacenf to shawers and Eaeteriar wails adjacent to showers and tubs shali �-*' on ext�rioe wall tubs shaEE s�:p�eate tP�em fram the shawers and fubs. be insulated. Elecfricallphane box o The air barrier shali be installed behind electrie�l or cornmunicatian �°' e�eriar walis boxes or air-sealed boxes shalE be installed. HVAC regisfer boots HVAC r�gister boots that penefrate building thermal envelope shaEl ,,,� be sealed ta the sub-flooe or drywail. Concealed When required ta be sealed,concealed fire�prinklers shali oniy be � speinklers seal�d in�m�nner that is ree�mm�nded by the manutacturer. � CauEking ar other adhesive sealants shafi not be used ta fili voids a.In addition,inspection of log walls shail k�e in aceardance with th�pravisians of ECC-40Q. 3127/2Qi9 9:53�M EnergyGaugeC�?USA FBG 6th Edition(2017)Compliant Saftware Page 1 of 1 1 # ( 1 r �or st} } R�sid�ntial �r�scriptive, P�rF�rm�nc� �r � I Nfethc�d ��mpli�n�� � 2Q1� Fl�rid� uilding �cad�, �nerg� �ons�r�afiion, 6th Editi�n _ Juri�diction: P�rmit�: �, .� . � ���,., �.,, �.. �\`,...1 Z �:w:� `n 4. "<l \ l \,,.' ..:b �b�:x - l\ 2.` SS S \. \ \ ,.\..�\. .:.\ . \ '\ � ;.4+. \ ���:i la\ ..� .�.�.. �1.. �.: � '..1� �.� �:.�� ����. ����.�. a. ,\.\� ,\:... \ c\=;.- � . �.o. ..cl � � ��l�a\ ,��� -�..a� .� �s. 1i, .\ �,\\\S ,ti\,� t,. 3 � � ,.ti ,\ ,�. �.<.\� �\- �.,. c.�, .\ � Z.�� .`. ... \� .�.�. .ac�.\t�... .. � ��.,.. 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R442.4e1.2 Te�ting.Testing sh�ll b�conducted in accordance v�ith ANSIIRESNETtIGC 380 and reported aF a pressure of 0.2 inch w.g.(5Q Pascals) Testing shafl b�;carsducted by aither individuals as d�flned in Section 553.�93{5�or{7),F/orida at�tues.ae individu�Is Iieensed as set farth in iection 489.105(3)ff},(9},c�r(i}or�n approved third party.R u�ri4ter�r�part e�f the results of the t�st shall be signed by the party conducfing the test and prouided tra Ehe�ode offEeial.�"esfing shail be pertorm�d at�ny time aft�r cr��tion of ali penetratians of th�buiiding therma!�nu�fope. 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Gentral tJnit # 470a0 Btuh *Key: Wir�dow types(Pan�s-Numb�r and type af pan�s c�f glass) (SHGG-Shading coefficient of gP�ss as SHGC numerical value) (U-Window U-Faetor} (InSh-Interit�e shading device:none(P(o), �Iinds(B},[�raperie�{D)or Roilee Shad�s(R)) - For 8linds:Assume medium c�lor,half cias�c] For Draperies:Assume medlum weave,half closed Far Roller shades:Assum�transluc�nt,half closed � (E8-Inseet aceeen:non�(N},�uiE(F}ar Half('la)) (Urnt-compass oeientati�an} Version 8 EnergyGauge�?i USRGZB u6.0 Page 4 � � � , . � � �urt� � PCOj�Gfi Tttle: 123 NE 99TH ST 123 R��I�E�tC� �;"` fUll�t�tll iHC7REa, FL 3313$ ����f�a�� �ac�tion f€�r �ther dat�: EV�i�rt�i, FL� -Defaul4s; �atitud�{2�.�2} �Ifitud�(7 fE.} Temp Range{�} ..., Ffumidit data: Int�ric�r R�i 5Q°fa Uutdoor w�fi bulb 77F Nt�midit di�f�ren�� 57 r, • • ���,� Winter d�:sign t�rr�p�r�tur�{MJ� 99°t�) 52 F �ummer design temp�r�ture(M,�,;9°l� 91 �.., .° Winter s�tpoint 70 F Sumrrrer setpaint 75 � ` ...... . . ..... Wint�r terr� �r�ture dif��r�n�e 1� F Summ�r t�m er�tur�difference...:.. 16 F. . T�ta1 he�t�n I�ad �alcula�tior� 51691 �t�h T�t�i c�olin I�ad calculati�n .... 7�53G �t�t� •••!• . �ubmitt�d heating c�p��ity % ��calc �tuh �ubmitted �oolir�g cap�city •••% e�f ca6� uh •••• Total (Electric�trip Fieat} 114.1 5900Q Sensible (�HR = Ci.75} ••`••! 111.�•�2��E} •:••° L�t�Clfi •• o• 106.� 2Q'P5U ••�:• T�fi�l •"""• 1(19.9 $�00"} °e � � � � �� • • s • e��sw• a • •soase s • Wint�r H�atin l�oad for 2951 s ft ` • * •*'•'f .. . . .. . . s s • Lo�d�om Qnsnt �oad .... y Ge�3tr����s���9i}� Windc�w tc�tal 7Q1 sqft 13380 �tuh Wall total 599€i sqft 16111 Btuh �k��snac��s(�5�� C�ooe total 29 sqft 242 Btuh G�iling total 2951 sqft 16�2 �tuh `.s����s���2�; Floo�tot�! See defiaiE report 73C17 �tuh Infiltratior� 540 cfm 10683 E3tuh ������ � duct lo�s 2276 �tuh " ,,��c�� �. ' ,,. S�btotal 51691 Btuh �t' �� �'^, ��` Ventilati€�n Q efm (3 Btuh ` `"�`",�f�+'~� f� ''r, � �` ���"t ���°;,.� ��, �. '� TOTAL H�AT'I�OSS 51��'1 Btuh ������i�t �;�����t� €, '��.:, '�' ��. � U G Lt:�� TI � ����� :� � . ,' r ;; ��, Summer��olin �aad for 29�1 s ft � � ' ' �_ ��. ` �� � �,� �,,�I,� � � � � _ Laad com on�nt l�oad � � �`� � � � Window tota! 701 sqf� 22t}09 8�uh "�`��, � t��,������,� � Wall total 599� sqtt 14321 Btuh � '"_ � � `}�E�-�� ���'� Doortotal 29 sqft 417 Btuh ��+t�r��s��.�,� ��;�`,�� � •-����ti�� Ceiling total 2951 sqft 4229 �tuh ,�������,.�„�, ���'����� `. � t\ , E, ,�x�'�t Fl�or total 0 Btuh Inf ltration 405 cfm 71�2 �tuta ��y������������ internal g�ir� �010 Btuh �"���'�"'�� D�ct gain 3934 Btuh Sens.Ventilation 0 cfm 0 �tuh Blower�oad 0 Btuh `;� , ����t��f��.��� ` � Total sensibl�gain 56043 �tuh C������:�� � ������,�,, �n�.���r?��3�,� �{�k��, t�at�nt gain{ducts) 20Q3 Btuh ��;��, �atent gain(infiltration) 156�4 �tuf� � `��� .-�~.��~,� �atent gain(venEilation) 0 Btuh � ���,�p��� ������:��.� �atent gain(internaPlaccupantsto�her} 18�0 �tuh � ����.��,��� Tat�l latent gai� 1��487 �tuh TOT�IL HEAT G1�tN 755341 �tuh En�rgyGa�ge@ System Sizing 8th Edition PREPARED BY: $ .� �- '�`�.��'�"`` DATE: � EnergyGauge�i USRGZB v6.Q a . � . . . �" 1 �!.� ��" �s �; Pr�jeet Titl�: 123 N� 99TH �T 123 F�ESID�f�G� ',� MI�iE�91 SNt����, FL 3313� �` 3127I2Q 19 �e�o .e..�. . e E�\t\,�..'� t..���i,£'� `, �:>:,n, tl���;� - �s �,:.� \��i�� ,�i �. E .,�\':���., \'�\ � \ .� �::C 4 �,\l .��:��.\ >>�S\;�' ;�.x�. � ,.�a�r.,1�.,� k„,l,i�.�„ . .�i.+,�S.�.,titi �;i atL 2 ti'��rz.iy;, � �x��e,,\\ . .<,,vt `�, \�\\`.�% `.3 S.t.. { „-}*\, �`tS. l l� �\C�'\i 2� l ...��.2��+��ita�.��,v\ :.C.�,Y `�` �1ti. 4� ��� �\�~�1\�������\��\��F���a�����:� ����` 1 1�l���'������iti ����,��'��`�s���`�l�c: � ;���;�<.. �; ' .:� `'� ��\\...r`,` �i� ��� <:.���\Z.`t����z \\������;�r�`?�z 1�����-\� � �.������;������n .��_ Q �'�`� -�..\z��,`�,i;�':aZti\�,,��;'�1,"�1.�\`�.�,,�?�u�,� l�,Ct�����tia�t�l\'������1.�,���\�����15\��`,\���. ;����l�i�:��a�C�����`��\�:?��.1\ti\r����\,��\��"','��i,; ��e�eo• .. ,�,� , �� . . � s e s*�• �����r d�si�:f��mp�r�tur� � 91 F Aver�g�wir�dow load for July 19776 �tu e � q..a. C'�°c��i�i� setpdirt�..' 75 F F�eak windc�rr�load fcrr July 21642 Eitu e . ••••• �St�rr�m�r fie � e difference 16 F �xcusion limit(130°l0 of Ave.) 257a9 �tu •••••• ��ftud°e •• •• 25.�2 Narth 1t�Iind�wex�ursion Jul None . . . . . . ...... . . . . •••••• � V C 11 �:' �O� S . . . . . ...... � . . . . . . .� �� . � �.�� � �� �����' � � ���` ����, �� ���� � �� � ��� ���� � ��� ��� � ��� � ���� '������.�� � � � � �� � ��, � �� � � ,.� ' 'i �� � ��< : � � � �� � � � 'R ��� � z � � � � � � �� �� ��� � �� �� _: ..�.� ��@:&����.����:�� .�` � �����.������������ �.Yf.42`:2"i: 9� 6.4���3������� . Tot�l July Wind��v Load{R�diatian and conduction) T'he midsurrrmer window(oad f�r this house do�s noE exceed the s�vindaw foad excursion limit. This house has�dequat�midsummer windov�r diversity. EnergyGaug�fl System Sizing far Florida residences only PR�PARED BY: DATE: ���, EnergyGauge�?/USRC2�v6.C} N � ' � ' • ; �r Octaber Project Tit1e: 123 NE 99TH 5T 123 RESIC?ENCE MIAMI SHORES, Fl.3313� 3127l2019 .... . . �� �� �3 ,;,�����` � � �„ ��,�, �� > � �, �� � �. z , o � s � ...... ���� ,��a�l� \c�;� L�� �5 Z \ t ����� ) �� � .:���, `�tl����` ,� �c� \ �\ � ��:. • y<<� ,� C.��� � �;y� 5 � � '.:��\\\ \\ �\��� s ti��l\a� `���\\� �::. ���\� �\�Y4 -���� :Z>��f?$ �Yk • �s�z.� ., _: �,,.,.�a^..�.� `U� t� �� ,ti= �. .€°. .. � � �,A.��� .,.ow a �.,.>�,�,„..�.�� � ;;����A\�A�,,. � \l _ �.�. �t`u�-.� • •• •if��• • Summer design temperature 91 F Av�r�ge window load for���ob�r 15593 �fiu �••••i .... . . . . Cooling s�tpoint 75 F Peak windaw load for Oc .' Z�fi23 8tu ..... Summer temperature difference 16 F Excusion limit(130@!0 of Awe.�••e �Q?�7'��tu •••••R Latitude 25.�2 North Window excuesion QctoE�e�r}" " T�ane ••••:« . . . . . t v r e n eak Loa s : .' : • :�•••. ...... . . ...... .. � . .. . . . . . ���� ��������-�� .... ����; ��,� ������ � ���` ����. � � � �� � � � � �� �� �. �� ���, �s� ����� � �cca.w�.:ea��.�a.�s�:��,.�.w��a� ��. ��we:�.�a��a.w�»,v.�.��at�,�a�.w���a�.a;�,�.�,��w.�u,.���.�c.���.�uw�nz��ca� : � ����. � . . �`��� . , . ., '� , .. �., . . �. � ���, ���� � .��. � ;� � " � � � ��� � ��= � � � � � �� �� �� �2� ��� � � ���t���F���L�_�:�� � � ��r�itfi��������i ��� �� ���������� Total October Window Load(Radiation and canduetion} The October window laad for this house does not exeeed the window ioad excursian fimit. This hause has adequate October window diversity. EnergyGauge�System Sizing for Florida residences only PREPP,REQ BY: DATE: � � �z��._: EnergyGauge�/USRCZB v6.0 ■ ■ ■ i 4 � �si enti I L�ad - ale ous� Co onent e��il� Project Title: � f 123 NE 99TF� ST 123 F2�SIDENCE M0RM1 SHORES, FL 3313� Building Type: User 3/2712019 ��.54 f�ef�ren��,�ity: Mi�mi, FL. (Defaults} Winter Temp�rature Diff�rence: 18.0 F (MJ�99°!�) . . .....Q ...e . . . . . . e :\ lS` -- � >`����`�,.i?.� �::�:'.\\\ , s����,.,-..� ���--� \ ���x �: ���2 -;�� `Z2�\���\ � .::. z\1�����o-:��>>�3-��� �� \�'t. �Z 3`,��$ ��c�.\� • `;��..;:��`,. �,�. o Z a�.�����z�,, a�t. ,.>.,\\l, �� �� Z- �'�t�� . � � l � �` �-:�� �\��\�\...����` � . �� �i k �,�. s••s ;�` � ?�\�\_����a������� ���3������'�\���\���� �S`�������o�s��` "�����v��\��v� �` €i��. `� .. ��-,.?�.. ��v�\\���� � � .-� € ��\ ��;.j �\�� \ ���� t��.z�� i �\� � Z,e , c�\��,.1.,. ���,, � � ��.. .� 1 .�\��,v,� ..��� � �� .o� -�� ��� ,��:�;=:s � \ s�� `a��,�.. �., .fV�:'�s �. <c�,���. ��\.��r��\� � C, - �A�`��,,O� e � e s����s ��Q 0 • V9tindaw = Par�s�F e Frame U �rientation ,0.rea s ft X t�TM- �oad +•�: s 1 • 1, (VFR� 0.35(Strrri�l�tal 1.06 � 56.6 19.1 1080 Btuh ••• • „2 ,•; 1, ;tdF 0.35(Strtti�tetal 1.Q6 E 71.3 19.1 1359 Btuh •;•' ' �' ' 1, fEF 0.35(�trrri�letal 1.06 N 111.0 19.1 2118 Btuh .' 4' 1,;1�� 0.35{Sterri�tetal 1.06 N 162.0 19.1 3Q91 Btuh •••• • .�...: 1,'NFRC 0.35(Strrr�}letal 1 A6 N 162.0 19.1 3Q9'I Btuh :••• : 6 ° 1,.I��R�0.35(Strrr�}lefial 1.06 W 54.9 19.1 1048 Btuh ` • •�•• � 1,•NF�•C 0.35(Strrrf�l�tal 1.Q6 S 51.Q 19.1 973 Btuh ..e. 8 1, NFF2C 0.35(Strrr(�letal 1.06 S 32.5 19.1 62Q �tuh Window T�tal 701.3 s ft 13380 Btut� alls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav1Sh} 1 Conc BIk,Nollow - E�rt (0.149) 4.1/0.0 106 2.69 286 �tuh 2 Conc BIk,Nolloa�a - E� (0.149} 4.11Q.0 419 2.69 1125 Btuh 3 Conc BIk,Fiallow - E�cct (0.1�9} 4.11Q.0 471 2.69 1265 Btuh 4 Conc BIk,Hall�w - E�ct (0,149) 4.1IQ.0 184 2.69 493 �tuh 5 Gonc BIk,Hollow - Ext (0.149) 4.1/0.0 312 2.69 839 Btuh 6 Gone BIk,Nollow - E�ct {0.149) 4.110.0 197 2.69 530 �tuh 7 Gonc BIk,Hollow - E�ct (Q.149) 4.1l0.0 175 2.69 471 Btuh 8 Gonc Blk,Hollow - E� (Q.149) 4.1/0.0 290 2.69 77�Btuh 9 Conc�Ik,Hollow - Ext (0.149) 4.1/0.0 80 2.69 215 �tuh 10 Gor�c BIk,Hollow - �xt (Q.149} 4.110.0 37Q 2.69 994 �tuh 11 Conc BIk,Mollow - �� (0.149} �.1lO.Q 2842 2.69 7633 Btuh 12 Ganc BIk,Hollow - Ext (0.149} 4.1(0.0 320 2.69 �58 Btuh 13 Gonc�Ik,Hollov� - E� (0.149) 4.1/0.0 232 2.69 624 Btuh Wall Total 599� s ft 16111 Btuh ���rs Type SEorm Ueff. Area X FITM= Load 1 Wocad- Exterior, n (�.460) 29 �.3 242 E3tuh Door Total 29 s ft 242�tuh G�ilings Type/CalorlSurfaee Ueff. R-Value Area X HTM= Load 1 Vented AtticfUShing (0.032) 30.QP0.0 1278 Q.6 733 Btuh 2 Vented AtticlUShing (0.032} 30.Of0.0 1673 0.6 959 �tuh Ceilin Total 2951 s ft 1692�tuh Fl�ar� Type Ueff. R-VaOue Size X HTM= Load 1 Slab On Grade (1.1�0} �A 158.0 ft(perim.} 21.2 3356 Btuh 2 Slab On Gr�de (1.1�Q) 0.0 186.0 ft(perim.} 21.2 3951 Btuh Floor Total 2951 s ft 7307 Btuh Envelope Subt�tal: 38732 Btuh Infiltr�tiAn Type WhoEehouse ACN Valume(cuft} Wall Ratio CFM= Natura! 0.69 47216 1.00 539.6 10683�tuh EnergyGaugeC�?1 USRGZB v6.0 Pa9a 1 �, � � s esidential Laad - �� p�ner�t ��tails {�on�ir�ued} �,. ` Proj�ct"fitle: �23 N�99TN aT 123[��SlD�(�#CE MIAM1 Sf�QR�S, F�.33138 Building 1"ype: User 3127t2019 .... . . . ..,�. ...... . . . . .. . .�. . Duct load (�LM of Mixed ducts) ...... 2276•��`uh ••••�• . .....e . . . ...... .... . . . . Al12on�� �ensi�l��ubteta{AI!Zcart�� l••••�169�i�tuh ••.••• ...... .. . ..... .. .. . .. ...... . •�ose• • s ;, u.4�1 S?t,�',. 4el�kt:'3"c�,�; ,�l�..ilt +.E�VZI ` *t`' `. 11LC�s�4,\.\ \;�; ,..�t \� .\� ti �� �i�:.Z�� ..� �� ` `��� \ o�.'.. ` c.. t\�.,,.... • , � s � �,���r ,���J\� Z \�� i� � iti\� ��.:o� ���..,��j\�Sv\��\����ii}� \�; \ �l\;� �zs r�l�s� ss�so• �.��������a �s���o�� ,��\\1 ��l ��\,, �. ��o �":��a��`�� s: ��,�.`�� ����� �` :,,.. ���� 2�,\�. �� a. �� >?���@�� .,�s�vZt,��. c �.:Sx z\�� �\�� \.` �0: . � \\,�3.i ��1„�,,..\.`:��'�� � \..`� �Z� -.�,t. �1�:.,���� ��y\� ��'�3\::s. �.�. � �>>��c ��-\�� �. • � > �'vU C� `�ti \\\C��\.,.\��a,��\�ilcZ������;�\„�s,��z\�.�?t"�����:,.>>i�l�\�z�,��� �,�;t�,����\,��i�������D�����,��� �� • • ... . . s •' � •eseo• ae a s •• e • • e • Subtotal Sen�ibfe h��at L.�ss 51691 Btuh Totals for Heating VentiE�tior� Sensible He�t Lo�s 0 Btuh Total Heat Los� 51691 Bttah ���,:s.'aa ,"�i ,RF`�t �1�>�5����<� n ��:�. i.. �,t vt �,�\ �3���.� � .:� �:.\\ `-�-�-� ��.� � ��.ZZ ..���o �.,�,��-.: ��Z: \', �.�`;�.�, '�?,�-�.. � � , S i�,. �����\`� ,a�:�c� > >\� � \. .-�p\��� � ,��..f�, ,.�.���\-.,.. \\���\.\��.� � �� `,.�C.'�\3 .F\Z, �� �.tO�.\�: c .`, ��1�1>i��-. \�����:31�.�4 .\�., ,�. t S�;1.. ��t �C�.��.�`�\. �.��_ ,``� t.\, �\.� .��� �,�`,.- ,�\ `.� \� .\. �a.�.�0 u1a .,`��,.,:�`,��4 \t,.�.... � 3 �is 1��� ���,� J�.. \:��.''\�c\,�x .a.�. ,.��\�� 3l1 ,"jp ��,�.:�'�,��....,.,..`���.� ��`�\ �.:1�\�\ti,,. � ��. "at:, r ls� . �\}���\ ` \ �� � �`�1 �� `:\-�t� ��,�� ���� �c.3 �\;; ;.�3`,� �,1.. �.\. �ti1(�,4\ll`��1 fiQ\��., \S�a- �\� ..,i�,�:lt�...: � v-�4.. 1�.�,.Z\ i .�..\�t\\ �� �. �1 �c�'�:a,.' ., aa�Z�;3`�1��.�,�„?"�:..ti��,�`;.>�,����S�S�l,����\`����Z����;�\���it`��,���,;��,.:'� 1��11� �,\l';,��5�����\^����?Ll�.�,�\�i1t��t,ltt,�„�`a,�,�������; 1. �leetric Strip H�at 2�04C} �tuh 2. �lectric Strip H�at 31 Q�0�tuh ffey:Windaw types-NFRG(Requires lJ-Factar and Snading coefficient(ShiGG)of gBass as numeric�!valu�s) or-Glass as'Giear'�r'Tint'{Uses U-Fac#or and SHGC defaults) U-(Window tJ-Factar} HTM-{ManualJ Neat Transfer Muitiplier) � � Versic�n 8 EnergyGauge�7 t tJSRCZB v6.Q Page 2 � � � �������������� �.����� -- �`�����:��� ������ ������,�������� ������� Prc�jeet Titfe: 123 R!E 99TH �T 123 �E51C��N�� MIA(1�1 it�lC)R��, FL 3313$ 3127(2019 Ref�r�nG��ty: Miami, F� Temper�ture C�ifF�renc�: 16.QF(MJ�99°/a) Humidity diff�r�nc�: 57gr. e a � ,: r, > �, �;� , � � � , � ` w t. �� s e�• .,�.ti�,,. c .�,4� -�r�,.:, t �.;�z .. �,� ���:� L.,.L. �,ti:� 1 � S .�� ���.;...� . ,�.:,� R� � >5 ;z�:t'��.. � �.,s �2 �..�� \�.� ti.t .L�'��,2. .i� � «.t. �... ;..��..�, „1 � .�5� `.�::\. � ��, l l� .���'a�. :�,. .��.,.u\\",,� � �',�t } '3 .t ti ��:\�'� z�.\ 2 > > t\�� `� .\:.:.�\� � O � .�� xvti d \, � .:3\ t. �c, �� l . l��c � °�, `1. .��'. ,,�,..x�, �o\i... ..t=bZ1\�, �10.- .�1��.��c� \\�:. .1 L :.�.. .�<.> ..�.. �., ��\ �..�� \. <� \.� �. � .� �\.. � l�. 3 �� Z �\:\\\ �� � � � �Za ,�� � S � k �.y • '����� .>w ,�.��1,i ,; , ���.. '�. ��`�.a. .ti4��.�:. ,���`� ..a C��,,;�����1�,.� :.�, �:o.� �� .:\�, I.�\,... ..�b�.� ���t ..\`:. .3 �i�.�.�=;.3. 1, \ �� �.,u�Q � �`�����.���\ \,.�<��� \.�� , \`��,\\�� �\������ Z.��:�� z�\�� a� . �a��=.: • �t � ��l:�c���, ���`�������� \Z��l���� ���;�����,��; ��\ �\\rs�\��Z ���>.,� �� S� � � �is �,1 �z.,, .,,�� \. ..\2 1 ��\�Q d;'�,.��� t �s�\ .���, .'��,,,,�:�� .� .,�, l. l. ,��\\\.:. .�,.�`.,, ,\ \� \�...\ ��:\\�5 l ..�:.,1.��.���1: \ ��,�.. 'i.'�` z 1'.'.\\. �.�Z `�\ ���� :1.< ,c` �`\ t�:�1 . � t�: ��\. lO.. {,.,� . �� � .\ �� �\ l�; � ,�R; l �: .,`l�. 1`O� .i�. .�Y \\�\�. \ .�. �,p. �,. ,t\.,, ?<�a���`�l 4 1��.,t�\\.' .t, \ \�t�e\ r-.1 ,. �.�\�Z�., .\... � 71.. ..t i ��\�\ ..\ .�. t �� ��� ..\. �u.`��.4 �;`.�11�1.,ti,..``,.,�.�1.- aw-.`�Za...3��c1t,�u<>,u�`��„ .�i��.i�.a�i��U�a..tir:, .o�ti�sa,.«�x.v��,1��..J,a-:\v:�.�<:�,.N�1,.a���.,s����,.�,�x.. i�»\.lt..,�.�\.�...�.t,... �.\�,.�\O.«„�..�,..\�u�..�..}�..\z.i.�,'..���`�.�?n�v,.,�,.�<�Qva��.� et4•oa •os• �asqoa s s e s ss•a•• ss.•sy .__ ..... ...... ...... ..._ ..,;.. ...... _... ...... .__ .... ...... .... ....... ..... • • .Q...: �••••T�pe' Qverhang Wir�dowAr�a(sq€t} NTM Load `•s:�° I1tdOW P�anes SN U InSh IS OmE �en Ngt Gross Shaded Unshaded ahaded l�nshaded e.a«s � . a#NF�C+9.8f,o1e06 No hlo E 1.7ft 2.4ft �6.6 Q.0 56.6 _ 25 51 _2891 Btuh ' •Q o a o s 2•a.' ' �NFRC�Qs"��a,s'�Q6 No No E 1.7ft 3.6ft " 71.3 0.0 71.3 25 51 864Q Btuh '� 3 e ' 1 NFFdC.Q,��M1r06 Na No N 4.�ft 1,5ft 111.0 C3.tI 111.4 , 25 25 2725 Btuh s e s..s � e : NFRCe 085, :Q6 No No N 10.5f 1.5ft • 162.Q 0.0 162.0 25 25 3977 BtUh 5•:...� NFRG f3.35, �.Q6 No No N 1.3ft 1.5ft ' 162.d 0.0 162.Q 25 25 , 3977 Btuh ' «...,: 6 � NFRC.5�35, Z06 No No W 3.3ft 2.4ft ' 54.9 2.2 52.8 25 51 2750 �tuh • s 7e••� � NFF2C0.35,'1.Q6 N� Nc� S i7.2f 1.5ft 51.Q 51.0 Q.Q 25 26 , 1�52 Btuh ' g •••*1 NFRC 0.35, 1.06 No h!o S ' 7.7ft 1,5ft 32.5 32.5 0.0 25 26 ' 798 Btuh ' Window Tcatal 701 (sqft) ' 220Q9 Btuh ' . Walls TYPe U-Value R-Value Area{sqft} NTNE �oad CavtSheath 1 ConCret�B1K,Hallaw-E� 0.15 4.910.4 10&.3 2.4 254 Btuh 2 , Concrete BIk,Hollow-Ext 0.15 4.9lQ.Q 418.8 2.4 1Q00 Btuh ' 3 Goncr�te BIk,HoE#aw 4 Ext Q.15 4.110.0 471 A 2.4 , 1125 �tuh ' 4 G�ncrete BIk,Hollow-Ext 0.15 4.1fQ.0 183.6 2.4 43� Bfuh 5 Goncrete Blk,Hollow-E� 0.15 4.1tQ.(l 312.2 2.4 746 Eituh 6 Goncret�BIk,Nollow-Eact C}.15 4.110.0 197.3 2.4 471 Btuh ' 7 ' GonGrete�lk,Mollow-E�et 0.15 4.1/Q.0 175.4 2.4 , 419 Btuh II Concrete BIk,FIo(Iow-E�et 0.15 4.1t0.0 289.II 2.4 692 Btuh ' 9 Cor�cret�Blk,Nollow-E� 0.95 4.1/0,0 �0,0 2.4 ; 191 Btuh ' 10 ' Concrete BIk,Nallaw-Ea�t 0,15 4.1fQ.0 369.9 2.4 ' 883 Btuh ' 11 Goncrete BIk,Nollow-�� 0.15 4.1lQ.fl 2841.8 2.4 67�5 Btuh 12 Caneeete�Ik,Hollow-E�ct 0.16 4.11Q.0 319.5 2.4 763 Btuh 13 il Gancrefe�Ik,Mc�Now-E� d.15 4.110.Q 232.4 2.4 555 �tuh Wal4 T'ota! 599� (�qft� 1�32� �tuh ' _ _ ._ . _ �oors TYPe Area (sqfit) HTM �o�d ' 1 Woad-E�cterior 29.3 14.3 417 Btuh '' �a�r T�tal 29 (sqf#} 417 Btuh _ . C�il�nc�� �"yp�fC�I�r15urFace �!-Value R-V�(ue Are�{sqft} HTM La�d 1 Vented Attic/Ligl�tiShingl� 0.032 30.OI0.0 1278.0 1.43 1�32 Btuh 2 Vent�d AttiGLighUShingle O.f�3� 3Q.Q1Q.Q 1673.0 1.�3 2358 �te�h C�iiing T�tal 2951 (sqft} 4229 Btuh , Floor� �"Ype R-Value Si�� HTM �o�d 1 Slab Qn Grade O.Q 12?8(ft-perimeter} OA ' 0 Btuh ' 2 ' Sl�b Qn Geade Q.d 1673{ft-perimeter) 0.0 ' 0 �tuh ��oor Tot�i z��1.a(5��� _ _ . o �tun ; Er�velope Subtotal: 40977 Btuh EnergyGaugeQ/USRGZB v6.0 Page 1 � w �� ��id�r��ial �.oad - �� pQn�nt D�tails (ct�n�in�� ) �raj�ct Titl�: Climate:Fl�_MIAMI IN��_6�P ` �� 123 NE 99TH ST 123 R��![��NGE � MIAMIf SNC}F���, F�33138 3l27f2019 ..s. . . lnfiltr�tion TYPe �v�rag�ACI� V�alu�e(cuft)WaIM F2atio CFtq�- ��� Load•• ••••e• Natural C?.51 47216 1 404.7! • 71��*B#tah •• .._._... . ..A... lnterr��1 _ Qccupants Btuhtoccupant . APPIi�,r���,.. Lcaad . . . - g�it� 7 X 230 + 240�1d.. 4�Q1Q �tuh �....: r s •w���• �ensibl� �nvelap� l�o�d•,'• 52TQ� �tuh ••;••� _ _ _ .......� .. . , ...., t�uct[e►ac1 (E}GMs v�r}r fQr Mixed duct�) ••'•�� 39'34•E�tuh •••••• . _ _ . ....,.. . . . . . . Sensibl��oad/�11 Zc��� ' S6��.�3�th ...... . . . . . _.. _... ..... ..... ....... ...... .... ... ♦ i.'.. • '�. •M i�R• ..... ...... ...... ..._ ..... ..... ..... ••.. 61 ...... i ..l.i ._. • i ! • 0 f i i• EnargyGauge�7 t USI�CZB v6.0 F'age 2 w _ �esid�r��ial L�ad g �c�rr�par��nt D��a�ls (cc�ntinu�d) ' Project Titl�: Climate:FL_MIAMf_INT�_AF' x ' 1�3 N�99T�1 S� 123 R�SIQE�t�E MIR(�! SHE�RE�, Fl�3313� 312712�19 �..� . . , � ,-2. _ ,_< ,�r...,-,,., , � �� � � c . ..:\ �.,5'�.. .s\ � .ti . ��.<. .�.li�', �",.z .,C\. \ �.R l. v.?t:�"�`�. .G.. ��- ���� , .U1,,.> �,:�� . . '� . 3)., . }s�'.. \ � . \. .\. .. r ?�1 'i.. . ' s s � t��a,.� .\,�. � . �.�� 1`. 3S. 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F (MJ8 99°fo) .e.. . . • • sass •ro•ws • • • s :2� \C�1 �i��"`�.. 3 {:..\ \z�1.;'�-o `. \<��� � \,Z;i� ` � t�.: � �., c�: � \ :..� 3\�.U'. � �.. >�.:..,, � �s c� ;�Q� .• • �.�,ti`""�.,'�s,\ �.,�.�:�ti, �'�,.\,^ �a.. ��,��t�\���1,<<r�. ,.�`�,�s.,,, Z.\1��..���.�i.. �.....�4��� \ t t�t��'�`����,�.�\�\������` �\ �,\�.���\.���0���, .l. ��� �„;�. • e , �, a�t��}\\�����;�1 i �1��.�:������titi,"���`�\� �'t��U� i��� � \;: t�\ ��\\� 4 :: l ,��.,,. £t \ 1}�.. . a,. i'�\�ti�\�li��,1 �`1 \ ..� �;`� ;.'t��\\,1\ �l�i�}�`..\����`�E� �F�,t�)�� '�F��``Yb i i 0 O!f „�,s\'Z:.,;'�..i���1,��1�. \,i��ti.tt\i z?.,t>, ,,tx^`;,,4"a t� m��.Z.� \,:��c i���.a.,ti��l���;.�`����;���,�,,?�t��l��-��.�,�la,.�„.,r>e�.:��\li\� �1�,., ,��\�1':ti`,.�>.� •sei�te M f e Windc�w E'�nes/T e �r�m� U C�rier�t�tion �r�a s ft � NT�1= »«•• l.ca�f • �••••6 2 1, NFRC 0.35(�trrr�Yl�t�6 1.06 � 71.3 19.1 •*�• 135��tuh •���•• 5 1, NFF�C �.35(�trM�1�t�1 1.06 Rl 162.Q 19,1 ••;••; 3491���.stt ••••• 6 1, NFRC C�.35(Strrrf�l�tal 1.06 W �4.9 19.1 •• •• 104��ttfiP ••••:• Wind�wTotal 2��.2 s ft '••;•: 5499 �ttfi °. W�11� Type C�rnt. Ueff. R-Value Ar�a X NTk�- • • �.o ' ..: •••••• (CavlSh) • • " • • s s s easee• 3 Ct�ttlC Blk,f�OIIOW - EXt (0.149) 4.1J(}.Q 471 2.69 e• e 126�Btt7�l't•• • • .... 6 Canc�Ik,Nalfaw - E�c9 (Q.149) 4.110.0 197 2.69 530 �tuh 7 Gonc�Ik,Holla� - �xt (Q.149} 4.110.Q 175 2.69 471 �tuh � Conc�Ik,Ho(Ic�w -Ext (0.149) 4.1/QC2 290 2.69 77� E�tuh 1Q Conc Blk,t�Q((ow - E�ct (0.149} 4.110.0 370 2.G9 994 Btuh WaIE Tt�tal �503 s ft 4Q38 Btuh C�,Irngs Typ�/C�lor/Surfac� U�ff. (�-Value �rea X HTM= Lo�d 1 Vented Rttic/LlShing (0.032) 30.0/U.0' 1278 0.6 733 Btuh �eilin Total 127� � ft 73�Bfiuh Floor� Typ� U�fF. R-Value �ize X HTMp Load 1 �lab C}n Grade (1.18Q� O.Q 15�,Q ft(perim.) 21.2 3356 �tuh Floor l�otal 1278 s � 3356 �tuh �o�m Envef�p� Subtotal: 13626 �tuh Infittration Type Wh�lehouse ACN RoQm V�alume Wall Ratio CFM= Natur�l t}.69 20448 0.25 135.3 267� Btuh Dt��t IO�d Rverage sealed,SuPPEY(R6.Q-Rttie),Retuen(R6.U-Attic) (D�NI of 0.069} 1120 B$Uh R�o�n#� Se�sible Roarr� �ubtotal 17423 Btuh �`� 'i�.� � a`y�'�1 ti���Q�����?.;�;�.;�`�5 ��,�-���\ �fi���:;`:r, �,f}.,.����ti� L;�.?`� ^�," � \ .�\s'i..�".� tk% , � - .,,;:.�\'��... ��� \ ' ��.�� t; .. ;2�U ��. ; �..i \1,,. �� ..Y �. �. �� '�,� x..� < �,� , `�\'13�`,\`�`�'�'��\�y���i;������� �.s"`�...a����?.����\:§��1 ���1��� �Z�� ���>1��� z,z� �., � t�����`� \��\�a��3�'��x1, � � C�`� ����,�����r��>e;S�����������zti: .�.�.�35 .-"',�`'' t,i,,"r.,�.A,l'�a�,'����.;�;�`�..�`';�.`..t� v,.�:.,.�,�„ .\.��,Z ;i.��...a{����`,r������`l'^,�\j�'�'�'��\`:���������'����"�^���,��.�\l`a����?Zs��Z���*�� ,��. �.���\;. :'1� Windovv Pan��fT � Fr�me U C}rientation Area s ft X HTM= Lo�d 1 1, N�RG Q.35{Strrr�etaf 1.06 E 56.6 19_1 148t}�tuh 3 1, NFRC 0.35(Strrr(�etal 1.06 N 119.0 19,1 211� �tuh � �, �v��� o.s�(s�rr�et�� �.�s � ��2.0 ��.1 so�� �t�n 7 1, NFF2C 0.35(�trrr�}9�ta! 1.06 S 51.0 19.1 973 Btuh $ 1, NFR� Q.35{�firrt�letal 1.Q6 S 32.5 19.1 62Q Btuh Windaw Total 413.1 s ft 7�82 Btuh EneegyGaugeQ i USRGZB v6,Q Page 1 . � " E'�I ��Cl�l�� �Q�d - �C? 0�1E:t�� �� 1�� �C�C1tl11t„1�(�� � � F'roject Titl�: � 123 NE 99TH ST 923 R��IDEi��� MIAMI �N(JF�E�, FL 3313� �uilding l�ype: User 3l27J2019 � e.a. . . .�e��. � °. `�y�i�'e.' C3rnfi. Ueff. R-V�1ue �,rea X HTNI� �.a�d • • (�a�fSh} o.,P . .�M. ,e..�� . . � . c '���H���ow - �� 4a.��s> �.�Eo.o 1as �.ss ��� �t�r, ..f� . . . .�...: ��; ������iow - ��t fo,���� �.�ro.� ��s �.s� ��z� �t�r, +�•; • � • co ��,�os�ow - ��t {�.�4�> �.�Ea.o �s4 2.s� 4s� �tun ... � •� ,•� c �r��ai�ow - E�� �a.���> a.�r�.o ��2 �.s� ��s at�,n •,`• • �• • Go BI1",Ha!}ow - ��t {a.149} 4.110.Q �0 2.69 215 Btuh .° 11' Cc�G�f�F9ollow -�xt (0.149) 4.110.0 2�42 2.69 7633 Btuh •••e • ��...: C�nc Blk°Hollow � Eact (0.1�9) 4.1/0.0 320 2.69 858 Btuh :•,� : 13 ` C c��Ik4Nollow - �xt (0.149} �.1/Q.0 232 2.69 624 Btuh . . �e.� ; wa���'��ai 4�s� s �t ��07��t�n �aors Typ� Storm Ueff. Rrea X HTM= Load 1 Wood- Exteeior, n (0.460) 29 8.3 242 Btuh Q�ar T�tal 29 s ft 242�tuh C��Irngs TypelCol�rliurfac� Ue�fi. RaValu� Area X �ETM= Coad 2 V�nted Attic/LlShing {0.032} 30.O10.Q 1673 0.6 959 Btuh ��ilin Total 1673 s ft 959Btuh Floars Typ� U�ffi. R-�lfalt�e Size X HTM= L.oad 2 Slab Qn Grade (1.180) 0.0 186.C3 ft(perim.) 212 3951 �tuh Fl�or Tt�tal 1673 s ft 3951 �tuh Room Envelope Subtotal: 25106 Btuf� Infittr�tion Type WhoBehouse A�N Room Vc�lume Wall R�ti� CFM= NaturaP 0.69 2676� 0.75 40�,4 �Q05�tuh �uGf I��d Auerage sealed,SuRR�Y(RB.o-Attic),Return(Rs.fl-�ttie) (C?LM c�f Q.(l35} 1157 �tuh �c�orr��2 �en��bl� R�om �ubt€�tal 3�268�tuh �„�,.,, �.���-.�Y. ��,<`..�1:'.\}t.�,��.:�4�`��`��:s ��i,.'.<'. �., 1,�\��.:�L�`'., l� �iZz'�����.,. � .� �'�.��� 4l� \ \�l,,:l��l� ....\ i� 4 ..:. ` .`5���.� "� � � \, SO � \ ��^�1\��\�\�} �� <�` �1�1�� ��:�� ��\�\\\��,`\�`s��\��� �\��1�.� ` \ �a C� \� ` i l\��'�„\��ti�y'��.,� i �... 1�:���.� �\.�1.,:�l�� ���. \t���\.�\tii ��.\ �.\t:�s`\�����.,�� �\�� �.L��..,".\ 1 4\ � t.t.'�� t}t��i� 1,�5.1��� °�:��s���t ....0 ��Z.`i �����t`�t���',�t�\����Z� ���� }3i��,1..� .,�. ..,\ ti\ ;�_ \ "r`���Z .,1a .��\��i\�t�?, ,\�.yi \��.,<\\..-.,\.�\��\:��.,l �2��\��,.�1\a�-,�,�,.v.\,� , .;�� ��,�1..,��� Ne�tir�g �a�ds For;}��tem(s}:1 Block I�aad 17423 Btuh ��rving Raams; 1 EnergyGaugec�?t EJSRCZ�v6.0 Page 2 . � ' Resid�ntial Laad � �arr���r��nt D�tails (�c�r�tinu�d} �� F'r�ject TEtle: �23 NE 99TH ST 123 FtESIG�NCE MIAMI �H{�R��, F�33138 �iuilding Type: tJ�er �.�, 3/27/2019 .�.. . . « . .... ..�.,. . . . a• • •+• e �E3��ItlC� �C1�C�S ••e�s�> •ra� ••+•as F�tr ay�tem(�):2 �lock load �•��•3426� �t�h • • .e.+.. �erving Roams: 2 *••• • • s • , ..... .... . ....« � . ..+... .. . ..... . . . . � •i •• i 1• •�4iN• .'�� ���2��•.,>�4x ;,s�Sai 1 ".���s '1=.;\:`..\�':� �.�i.��'R 1.�� ill� t���� �li zU�.+s \,L\f�\i\iZk�\�::�� �;\.�l\\ i Q\,l\� ° �iv�\�l � �\.,,�;���\\� � "��' Z��� . Z � �\1��, ���� � �� � .:� � `� .,�� �}L �2��:', ! ����, }�1s;�l`i�\�1.�`�� '���'�:�\��\'�l.�\� \ti��,`�»tzh� \i�iC�.` �\;:` �����t�°�c`��,���_,,.. : \ :t�: `� i.���;� <5�.�\�211Z cc�3 �q �ti�\���.Yc\\ \� 1,' 'i..,�,�� �ti�.;> > ������:`t� ci��..t��'\�;..i��it� \�: • a e`�.%�!,�.. ,� ,����'�`�.',. �.\�"�;;>���`��,�!1�;.ti<,.,\`���\�`��i.������������,�1��\`�}x���oa��=.,��� ` .�� �4i1�.,��������.;t<\\� 1�k\i�D� ���\�t,. `���\� 1 ti ,�; s a s.�• � \\ ,�` o • • • a s • • .w�er• • t s s •ess Subtotal�ensib[� H�at Loss 51691 �tuh Totat�fsr H�ating Yentilatitar� Sensibfe H�at L.cass Q �tut� Tc�tal Heat L�c�ss 51691 Btuh ..e: } _�\:,a;� � "cx:i��; ���ti��. �\� 1���„'�;, �� `., :.' � t..�`) "�� ��� �` ��<:�� \-.��, � ;:��\ ',�� �'�a.:. ��. .. � J z � \.'1 �.t ��., .�Z�t \,.. � L�.� cl���"� \�,�:;�Y \� `�.:.��.��. � ..\.�� \.. �, . �„�� t�. �..�.�t �\cF. �..� �� \ \�. \, �2..� �.�� .,.� \, ..Z�t. \a `� � .Z\��\�� �'�����t� ,� ..t � v��; �.���;�<�. �� � � ,,:� �",� t�.- �`�...a��,`.z ``�,\.;;>%��\�,\c�,r��,�`t �1�,? `> 4. .\` 1:.� �`,�\\� � .S ��:..,��\. .\� �\�.�. .��� \�:�C\\.y�� : \�`,.. R� � ��\ �� ��� \`�, , Z 1 �\� �"� \��L��� �� kSU�\ t;,��i�� � 'Z���\�. ,:> .';Z`7�:lC. C.�v�,-\�� �,�t\��, 1 \ .;�.\ ��11..�,;.„, ... l�.�ti Z ,.�,{� .�:���.., 1�l�1.. : \�..t.1�:� �.�..\;��. l��\\\��\� ,�: k�`�\������ ��.� .\,�� .��.t.\1��Sra t�. � \l� c �. �� ��1,. l;ti \ 4.5\� �<\�� ��s�. tt ��, -.Z�l��`1>1.��,��51<:���3.�zo,��o.\3�',�,.���g+�,�`�,,t,�'\ti�i�,z\t��l,:t\��'cr��:�.�u�\..,,,:\.i�,�z. ����y,�� .}`\<`��'����,�t��.�\��4��,�,�ti�1������t�1�.4,:3„\�5�.� .. 1. �1��.��EC,.,1.����,} i l�et�t LCxQI/1} U6�f I 2. Electric�trip He�t 31 Q00 �tuh Key:Wir�dcsw types-NFRC{Requlees U-Factor and Shading coe�ci�nt(SHGG}of glass�s numerical values) or-Glass as'Clear`ar`Tint"{Uses U-Fact�r and SHGG defaults) U-(Window U-Factar) HTM-(�anual,l Heat Tran�fer t�ulEiplier} Versio��8 EnergyGauge�?i USRCZB v6.0 Page 3 �� � � ' � � ' � � � ������������ �,��� � ������`� ���� �����"� �...�������i����� ���a�,��� Pr�ject Titl�: � 923 hl�99TH �T 123 R�SIDENC� MIAM! �FfQF��S, FL 3313� 3127I2019 „..,, F2efer�:r� � ��w tViiarni, F� Ternperature Diff�rene�: 16.OF{MJ� 99°l�) Flumidity differ�nce: 57gr. . � ��s�� .� �ti� � ��.,.»,� ,�, � �s � � � 1 .�� � � � � � � � , r ,_; � � � ;�, � � � t e<,� � � t � � �� :�. �..��� � �t.. �a �l r,� z���". � � ��` � � � � .. �x�,� .�.\ ,� �i�. \�\3:. �\,�,�.�.�\a �r>`r. ��"� ,a\ \1��?l\s ,�� � .-� \.�a c�t. '��". }��- �.�;; ��. .:\� \>. c.1 �.t..`\` ,E:�� �*� �f��,,,�i�,..\,}ti:�,�., �; 4,1u` �.�, 1, ��t 1, .�t� �a;'�t'� r��::�ti i.��\ i,.. :.� .��. ,��,�.�. �S ,�� `���.��..<�.,\.. \: � i\��,�„�,.� • �?.��' `.�� O, � `?" � ��Ft t�14�ti� �\ ���\t �s��.� �� �\ �� tS�S � �\,. ��� l `�t�.��,5� � �ta`,.s�:�s.�l�,��q���\��� \3:1� t\S�}�\����,11;�r�.�,�Z .:�T\�\k� i\ 1\l,�.t���� ��S:�t �.��� • `��;� �;�,Z� ���.`Y, �Lti\�\ f\,. ..\1\�,�..s '�,� ��`�`,`,? ���\ti ���4�\.�.`s..�� �.....\��. �.�..,��t2�.�?�, '�... ��.�.�.`t, .i� SZ..�, � ���i� \_', .�. .z ��lZ . , .���, .�� .�� . �. \.. s�. .� �1 .cl s +e.�, � �� `.\. ... ���a ��.. ..�.\..\�� . ...�. \ .. . � �\4��\ t. .��,�.s. .�e., xv Ct .o-' ..t s.: �1 ti ��> �,.�:�,�� :o t� ��..��... . �...'� .` t... 1 �. . \. 1 ,...�, �.� �, , \��.,� • a`t. � ,�, � �� .� � � t� �. ,�c<, �.� � � ��, t �,e t, i,z ,..a �.� � � \ � ti . � �ti.� �ti� \ 1 5.�,. �.v. � �,h � � �� � ��� � � ..�.` :� , 1 .i�� •aa��i���>n.vk�.�.��i �.tl\��.�.�\a�<�u�.���.��.U�u�`fi� �:.��,Z�„�J�c.����tia������:,:����.���4��to,.<.�`�����\a���..\,�,:�:{�.s�s��s�1,.,s..�\������1.�<};�`�\��.�.\���t��`�<��.�p�.`�. • s e • ea.•f• •e e�o s.• .._. ..._. ....... _._ ........ ...... ..... _... __.. . ._. .__ ... . ._.. ..__. e � .e«�.� 4 a..�"�pe" (7verf�ang Windaw�,rea(sqft) HTM �aad e••�*° it���YJ P'�nes C U (nSh (S C7mt ' l.en Ngt Gross Shaded Unshaded Shaded Unshaded', ' _ _ _ __ . _ w s e�• � s �1�NFRC+t�?+r5i;+4+C?6 No tVo E ' 1.7ft 3.6ft ' 71.3 R.Q 71.3 25 51 3640 BtUh •w s e s• 5�r a�', 1sNFRG*(13�,��6 No No N ; 1.3fk 1,5f4 162.4 O.Q 162.0 '; 25 25 3977 Btuh ' �, ', 6 � , 1 NFRC•Q��,�s06 Na Na W 3.3i� 2.4ft ; 54.9 2.2 52.8 25 51 2750 Btuh ' .;..,. . 1�Vindo�ilbta� 28� (sqft) 10367 �tuh . . s Vtfalfs�'""CYPe . . U-Valu� R-Value Area(sqft} �iTM _ Lo�d __ *o a+a+s •a �i ♦ . �s s� CaY1Sh@8t11 ��'�... .. 3�s.:,Cancrete 8lk,Nc�IBow-E� Q.15 4.11Q.0 471.0 2.4 1125 Btuh 6 Gcancrete BIk,HolEow-Ext 0.15 4.110.Q 197.� 2.4 ' 471 Btuh ? Goncrete BIk,Hollow-Eafi Q.16 4.1lO.Q 175.4 2.4 419 Btuh 8 ' Concrefe BIk,Hollaw-Ext 0.95 4.110.0 289.8 2.4 ' 692 Btuh 10 Cancre#e�Ik,Nc�!!ow-Ext Q.15 4.1tQ.0 369.9 2.4 �83 Bt�h ' Wall T�tal 1503(sqft} 359Q �tuh _ _ ._ . � C�itlr�gs T�rpetColorlSurFac� EJ-Value R-Vaiue Area{sqft} NT� � Load � 1 V�nted Atticll�ightlShingle QA32 3Q.Qt0.d 1278.� _ 1.43 1�32 Btuh ' C�iling TaEaE 1�7� (sq�t� 1�32 �fuh �I��rs Typ� R-Value Siz� _ _NTM ._, _Load 1 ' Slab Qn Grade 0.0 1278(ft-perimeter) o.o o Btuh F�t�or Tata! 1278.0(sqft) 0 �tuh , _ _ _, Zone�nuelape Subtatai: 15788 �tuh 'Infittr�ts�r� Typ� Whol�hou�e ACF# Volume(cuft)VVaI� Ratio C�M= ' Load ' N�turaf 0.51 2��448 U.25 101.5 i 1785 Btuh _ _ . Internal ' �ccupants �tuhiaceupant Appliance, La�d g��r� 4 X 230 + 1200 212Q �tuh ' . Sensibl� Enuelap� L�ad: 19693 Btuh ' _ __ D(J�t 1��d Auerage sealed,SuRP�Y��6.04Attic),Retum(R6.0-Attic} (E�G�fI Q#U.099} 1955 �fUh S�nsible Z�ne �aad 2164�9 �fiuh F:' �"'. �t t p,.. ��,.\ 2: .\ S :�'l, (V.. '�, \A -4".: 1 .�\��� ` S . .� \ \ �1`� \ -'Cl t. , \ ...\' 't �Cc.� �. \\ � �.., �-. \ �.::,. ':l. C\ .,��.. . ......, � .\\ .\ 'RoI.Z�'�'t�.' '�s:..:.. C .�...�1....a�>.,. ..a\�i . } i . � . ��\ � i.� : .`�...�"`k C \., \ :-'. \� �. � .:.�. .�,t �... �i\C2.��.z.s J\�.,. <� . `�, ,,a9 „ F=� `!� �...z..\. , ti�\G} . .1..�,.. .t�\. t��,.> 4`.�.�. � \,1�,. t,e . \1 t�,.�� :` S I.ti o� \\ .`t,��...,.:..4'�`��,�,,�,tt.���'� jt., ,i�, ..z,�� �...,..<, ., ,,�..�•.,�),�.��;, �..\�,.t,,,a ,�i� ,.� �..�,.3 S�,�2�.4,,1���3\\lX.�.i�� ..` ��-.�1 � , t. ..1 S\ >��.:ti4�, � .. .��\i��,,���...�.--� � ..���yti�,;.-..,.�. �,�t,,>a �� �. . � � �3 E� ��\�.,..,������`��.lLt1�����til���\����������L���\ ���\\��� .\�� ��i��`�..�� �,�� � � � � ���� �3 �s��� \. \�\���z2z���1 �� � ���\.���\ �C�ti� ��� �* 3. £s � ��\� �. .a.3 ���. ��.� ;:O .\,,,,.,� �� �s�,>�,. , c� �„\ c?a �i; � ��, t . �. O. �� ,..v�,�c c ,�.v \ � �.,..z �r.: `�<� � .\C`�, v r x �- s,�. ;., av,.�.. '.:: \. „\\..�..,i . �\'� �.�`.'�. Z., \„ \. �� .Z�- 1 11 .��. -.1. �t� £.` ��s. .\4 .2.,..� A} }; �. \ \��:t �.`... \�\u. \ . .a��.. �.\ �<.� ,�. .1..iai� � �"�� 1, �. i � � � \�1t.k ` � �\. �,� �� .4. ti �\ t l.. \ � c\����:\.�t �\ •�... ,�l\e ,�. �� ,�..3\'�,s\\.. ..:� \� .1,. .\`�`. �,,�\��.. -..\`, �... � ��\:��.,v�.a.,ua..a,�.�\L�,..a�,w.St..��..�t �.�„�.,.S,�vao.'.�.��'r�,�.w�,,.t\.�aQ��a\,k,.��j`,.�.a��������...S.`�..u�..��,,t5,��:���01��,.,�,<.c.���. t��.,�.,�4�\'�a��;:,����:`\:.a..\\��.��.`�.,`.4.�.\�s���,.��� TYpe� Qverhang Window Area(sqft) NTM �oad W►Cid�W Par�es SNGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded . . _ ' 1 ; 1 RIFRC 0.35, 1.06 No Plo E ; 1.7ft 2.4ft ' 56.6 0.0 66.6 25 51 ' 2�91 �tuh ' 3 ' 1 NFRC Q.35, 1.Q6 No No N 4.8ft 1.5fE ' 111.0 Q.Q 111 A ' 25 25 2725 Btuh ' ' � ' 9 NFRC 0.35, 1.06 No No N 10.5f 1.5ft 162.0 O.Q 162.Q ' 25 25 3977 Btuh ' ' 7 ' 1 NFRG Q.35, 1.Q6 No No S ' 17.2f 1.5ft i 51.0 51.Q Q.0 ' 25 26 ' 1252 �tuh ' ' 8 ' 1 NF€2C 0.35, 1.06 No Ne� S 7.7ft 1.5ft 32.5 32.5 O.Q 25 26 79$ Btuh ' 'Wind�w Totai 413 {sqft) 1164�3 Btuh EnergyGauge�7/USRCZ�v6.0 Pag�1 a k � i � � ��idential L��d - Ca anent �fi�il� �c�ntinu�d) � Prcaject TitPe: �Iimate;FL �IAMf INTL AF' , 123 N� 99TN ST 123 RESIC}ENCE � MIA�tII SNQR��, FL 3313� 3/2712Q 19 t, ' ..:. . . . . .-... ...... Walls Type tlaValue RaVa(u� Area(sqft} �{TF�,�• : _Loac�.... .' CavtShe�tn • • •••r•. :••w ••o•e• 1 Conce�te BIk,Nollow-�xt 0.15 4.1I0.0 1a6.3 2.4 •' 254 Bfuh 2 G4ncr�te BIk,Ho(low-Ext 0.15 4.1 t0.0 41$.8 2.4 s s s s• 1 Q00 ��tuh '' i o o e o s 4 Concrete BIk,Hallow�E� 0.15 4.1/0.0 1�3.6 2.$,e'•"• �3�a.�Yh ' • • b GanCrete B1k,Hollt�w-Eact 0.15 4.1 t0.0 3122 2.4 a••;• t�6 Btuh ••:•°• 9 ConCrete BIk,Hoflow-Eut 0.16 4.1/0.0 $O.Q �.4 o s e e• t91 �Euh ' ••••• 11 Concrete BIEc,HoElow-Eacf 0.15 4.11Q.Q 2�41.6 2.k.���'R` 6'�85r.fiituh ' e�:��• 12 Concrete BIk,Nollow-E�ct Q.15 4.tId.O 919.5 2.� „B ' :ees• 763 tuh ' w 13 ConcrefeBlk,Hallow-Ext 0.15 4.1f0.0 232.� 2.�►► � : �55 �tuh ' ��f�:• Wail Total 4494 (sqft} � . 1 Q�3?���1h . . Daars Typ� Area (sqft} NTPt�,,. : ��� •R :....: 1 Woad-Eacterior 29.3 14.3 ��7;�tt�h ,_ ao�r Tota� 2s �s��t} _ ��7 ��ur� ' �eilings Typ�lColcarlSurfac� U-Value R-Value Area{sqft} NT'M �o�d 2 Vented AtticflightlShingle 0.032 3Q.0lQ.Q 1673.0 1.43 2398 Btuh ' �eiling Total 1673 (sqft} 2398 �tuh ' ,_ . _ Floar� , TYp� R-Value Size HTM Laad 2 ' SEab On G�ade Q.0 1673(ftmp�rimeter) 0.0 ' 0 Qtuh ' __ Floor Total _ 1673.0 (sqft) 0 �tuh Z�ne Env�fope Subtotal: 25189 �tuh Infiltrati�n TYpe Whal�hous�A�N Valume{cuft}Walf Ra4io �FM= Load Natur�l 0.51 26768 0.75 303.3 �337 E�fiuh ' Internaf Gccupants Btuhtoc�upant RpPEiar�c� Lr�ad _ _ gai� 3 X 230 + 12C1Q ��9Q �tuh . _ __ 5�nsible �nu�lape L�ad: 32�15 �tuh ' E3tl�t IQRd Averag�sealed,S�aPP�Y(R6.Q-,4ttic},Return{R6.4-Attic} (C}GM Of 4.Q61� 1979 �ttlh SensEbl�Z�ne�.c��d 34394 �tuh ' �nergyGauge�1 t�SRCZ�v6.0 Page 2 . � . .. };� . . A A k t e�i �r�ti�l L��d m �� p�n�nt t�il� (�ontir�u� } Projeci Title: Glimate:FL_�iIAM!_PNT�_AF' 123 N�99TH �T 123 R�SIC}�[��E (v1iRl1�! �H�RE�, FL 3313� 3127l2Q�9 �... ..�. � t�� , � , � R z t .. ��� � � �l 1 �\. :, \. \1 ,t�:�z 't.Zl'`,.€ . \'t�:�, .\. ..4 .. `i... \ \ � ���S\ti ::\1 : \\ St\4 ' S�x..,,,�. \ ,.,\' �"�.� o��,.-�F���,.�.� `..'\ ,��:�'._*`�,�.Z. �;,�\ \ �>..,..�.�t�. � �. ..� 1 --.t � ..��ti � �:.� � �.�,� ?'�°��\�.:-:.,�z� i•�e+b �..�a,:,��.�. ,,. �\:,���.,, ���<.�� �;v.�.� �.Z��� ��;.t�. �� ��.\.��`�\ �1\;. .�-.l� ��.1..v ��� :\.�� � ��\ \�� :.��<� ti.., ��\",? 1;�1. ��1 `ti��������\:,��c \�l� �� ��� 4~ \..�\� ����ti ���,��\ ,����� ���`\���:;����,,�� s �,.��11� �:�z1� ,�������: � �t ��� \�.��,�� o����t� 1�4� \'�,`�. �� � �� t�, �c��3.\ �� `��, , �:�� � � �o, ��lZ e�. \���`l.�Z U�,a,�..�\4 �� ><<i� ,:.�.'� � . �`,,�2i:�..a� t�,`�. � k::.�.� \.. Z �.���....1 ,ti�.��. .��� . s.\\�. 1��. \� i t,�itp t�,.,i.,l � z l � �\ Z� fi Z� ..:�\� ;�, t �1 ti ����3 .� R �:`.., ..;i t\. '�� \ ,��g. t.? �. ..� �.. �., �..t . � \� ��;�\\�� � ��.,. �l� ��.� ,t`;.�1.� l�;. �, � . t... ,kl:�..� `�1:.;'�\���..�..\4i �i �� `e�,. �, �z,z,,, � �.\ �� 1.. � . ��\� \�.�,�.,t�. ��. ..� >,�.ti.,. . ` .�,. tt��...�, i,�,� � �}\. ..s { .�`�� ,..,� ti�. .1) �� ..Z�,�,tit.�. ^,, .. .'�`�,,..., � ,5.�..� � l. ..,..�� t�� .`�4�..;..z � .��� �t.��� \� ��4.st 7��\t'y.��` � o'�,���„ ,a,�a�t�t^����5��,1.,��a LS�k.y., �,�u.��i��ii��`a�l�'`���tei,�������.u.a � .ai���a�,�.a��<�sau,t.�\��.� ..��„�`x„��:��`�a��y��.���.5��� •e�ss• rre�a •�r���e a e • •:taas _ ee��e • • o s�eM: .••�•� Sensibl� Fnvelcape Lo�d 1969� Btuh s��� . ...o R � Window Excur�ion 0 �tuh ..�.. « .� .,.... . . � . . `;•`"" "�c�dling Ld"�ds'• Sensible Duct L�ad (duct gain multiplier of 0.099} 1955 �tuh . � ...... ' ` " • Sensible ventilation 0 Btuh .....� . a . � ...... *••.•: .:or�yste�i(��fe Zor�e S�ns��Ee gain 21649 ��uh . . . •••� 1 Lat�nt infrEtr�#ionlventilation g�in 3931 �tuh Senoing�ones: Latent du�t gain 969 Stuh 1 ��tent�ccupant gain ��0 E�tuh Latent other gain 200 E�tuh Total block loacl 27549 Btuh Sensrble Envelope l.oad 32495 �tuh Window Excursi�n Q �tuh Gc��lir�g Loads S�n�ibl� Duct L�ad (duct gain multiplier of Q.061� 1979 �Euh S�n�ibEe v�ntilation Q �tuh For�yst�rt�{�}: 2e�ne Sen�ibl�gain 3A�3 Btcah 2 �a#ent in�ttratieantver�tilatior�g�in 11753 �tuh Seruing�an�:�: L�#ent duct gain 1035 �fuh 2 L�tent�ccupant gain 600 �tuh ��tent ather gain 2�0 �tt�h Total block la�d 4?9�1 �tt►h EnergyGauge�?i USRCZB v6A P�ge 3 .. . .. . � .. . . . . . . .. . . . .. . . . . . � . . . . � . . . . - . � . . . . . . . . . � � � � � ��� �1 .. . � � � . .. . . .. . . � . . � . . . . . � � . . . . . . . � � � . . . . � � . . . � � � � � .� . . . . . . . . . . . . . . � . . . . . . . . 4.��� � o� .. . � .. . � . � . . . . . . . . . . . . . . . . . . . � . � . .. . . �J �.�. � � .. BOUNDARY ` AND TOPOGRAPHIC SURVEY PROPERTY ADDRESS: 123 NE. 99th STREET, MIAMI SHORES, FLORIDA 33138 N , _ LEGAL DESCRIPTION LOTS 17 AND 18, IN BLOCK 16, OF AMENDED MIAMI SHORES SECTION 1 W E AMENDED, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT � BOOK 10, AT PAGE 70, OF THE PUBLIC RECORDS OF MIAM►-DADE i � i COUNTY, FLORIDA. � I � : _ � — �—— — � S _._ _1.. - - -- -- -- -- - - - -�-� ---- - - - - _' . ---- 91� g. 15' ALLEY 10' PAVEMENT , — — - .�.. � � . . . . � . . ..� . . . � . � . .. . . . � . . � �� � � � �� � � ��. �� .��� ��� .. . . . � .. � . . . . � � � . � . . J Ii t��• .•�����• .. . 0.55� F.I.P.01/2" ; .�• «� --- - -- - - - - . �Y.' ' 0 3 I 0 ID. � �� e ��rs � F.I.P.�1/2" ,� I . . ..' 0.14' WEST I . .,. . .:• � ':: ,•, ... .:. �� �ey��s• :...,• ....•:. .•. '.' . � ��M�t• NO ID. � � ..•••. .; �,•,,.rM... - :. ,. W'.:' I 0.15' NORTH • s s: • � • � . � ' � . j � � �� . . !�1 �� � . .. .� � � ... I . .. . . . . . � . . . . � . . . . iAr�if . •i��!• O.G�� . 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I . . � . ' . � � � . . . � . � . � . . . � . . . � . � � • �. � . f����f ..•. . . . � . . . . . � . . � . � . . � � I , . . � � � �. � I . .. . � ' I . .. . . . . . . .. � . � � . � . � � � � � . . � �. � r .� 1 � � •1�i• � �" ... • �• � � �t• �• �• � • • • . . . . . . . . � . . . O . . � .� I � . ... . � . �. I � . . . � . . � . . .I . � . . . . : . � . . . . . . . . . . . . , .. . . . � . . . •��• 0 � e9 I � ,� � � � � � I � � I � I � � N � � � I � � O � : I � � W E o � v � � � � g � I � : � i � I NE. 100th STREET � i I � 1 Z o.o�' g�/ , � $. � � m 2.00' ,i � � m 14 13 12 11 10 9 8 7 6 2 �, � I � OO I � � 3 n- I � � W N a j �- 16 D x o < � •�'� i �9. � N � � `° c i 4 Z � z 15 16 17 18 19 20 21 22 23 " c � � j ��� � 5���� I � m o C � m � � x _ . . _ W � o � � o.as' I � rn � 5 _ ' x ; — . LZJ� J - - - --' — ._-_ x � . . . :F.i,p:� /2� NE. 9°th STREET - - - - . . . � .��1Q0.. , �:���� . ::�o`�� a - — — — — F.I.P 4�j</2•" .95:' • . ��•' . 5' SWK. : 1 . � W LOCATION SKETCH � c,, g N.T.S. . . . . . . . J . � . � � . . � . . . . . : . . . . . . . . . . . . . . . . � . . .. . . . . � . . � . � . " . O 961 96�_ _ --____� NE. 99th STREET _ _ _ _ _ - _ _ 22' PAVEMENT ; TREE TABLE , COMMON NAME DBH HEIGHT SPREAD 1 TREE 10" 25� 34' 2 2 TREE 12" 45' 48 3 PALM 9° 30' 20' 4 MANGO 30" 35' 35 , 5 MANGO 22' 30 28' 6 MANGO 30 35 25 7 ROYAL POINCIANA 10° 25 30' 8 MANGO 10 25 20 9 TREE 12" 35 30 F�OOD ELEVATION INFORMATION: 10 TREE 7" 10' 15 DATE OF FIRM: Og-��-O9 - COMMUNITY No: �2OG�J2 PANEL• 0302 suFFix: L � ZONE: X BASE FLOOD ELEVATION: N�A NOTES: -THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE N O S TE R L L C v�uo coaies oF niis suRVEY (51-17 FAC), �S "RESIDENTIAL". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE � WILL BF/:R 1HE Et�EOSSED SEAL , OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT OF iHE Ar,Es"riNG.AND sURVEYOR A B 6 R E V I A T I 0 N S A N D L E G E N D AND CAICULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. L A N D S lJ R V E YO R S `. L A N D P L A N N E R S � -WELL IDENIIFIED FEATURES AS DEPICTED ON THIS SKETCH WERE MEASURED TO AND ESIIMATED �$¢2 S.W. 124th Place, Miami, Florida 33175 A/C = AIR CONDITIONING PAD E.T.P.s ELECTRIC TRANSFORMER PAD MEAS. a MEASURED PL = PLANiER V.G. = VALLEY GUTTER HORIZONTAL POSITIONAL ACCURACY OF 0.1 FEEL � ' A = ARC DISTANCE F.E. � FLOOR ELEVA110N M.S. = METAL SHED ON CONCREIE R. = RADIUS �= CENiER UNE -LANDS SHOWN HEREON WERE NOT ABSTRACTED, THEREFORE �l-IIS SURVEY IS SUBJECT TO PhOC18: �3OJ) 221-3040 Fax: ; �305� ZZ�-904-0 pNp- BLDG. = BUILDING F.H. � FlRE HYDRANT N.T.S.= NOT TO SCALE RES. = RESIDENCE M a MONUMENT LINE EASEMENTS, RIGHT OF WAYS, AND OTHERS MATTERS WHICH MIGHT BE REFLECTED IN A , f10St2fIIC�9r1'101I.CO�'1 � � C.B. = CATCH BASIN F.I.P.= FOUND IRON PIPE NO 10.= NO IDENTIFlCATION NUMBER S.I.P.m SET IRON PIPE No. LS. 5184 � a CENTRAL ANGLE SEARCH OF T1TLE TO THE SUBJECT LANDS. , _ �� � -NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF ANY STRUCTURE. I HEREBY CERTIFY iHAT 7HI5 BOUNDARY AND TDPOGRAPHIC SURVEY OF THE PROPERiY C.B.S.= CONCREiE BLOCK SIRUCNRE F.N. n FOUND NAIL O.E.L= OVERHEAD ELECiRIC LINE S.R. a SET ROD No. LS. 5184 'II-p-= WOOD FENCE J : ' - C.G. = CURB dc GUTTER F.N.D.= FOUND NAIL dc DISK P.B. = PLAT BOOK STY. = STORY —X-= CHAIN L1NK FENCE -THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY �ENTITIES� DESCRIBED HEREIN IS TRUE AND CORRECT TO TiE BEST OF MY KNOWLEDGE AND BELJEF . NAMED HEREON IN THE CERTiFlCATION AND DOES NOT EXTEND TO ANY UNNAMED PARTY. AS RECENn.Y SURVEYED AND DRAwN uNDER MY SUPERVISION. 7HI5 SURVEY COMPUES CH. @ CHORD DISTANCE F.R. = FOUND REBAR PG. = PAGE SWK. - SIDEWALK = C.B.S. WALL NA1H 7HE STANDARDS OF PRACTICE SET FORhI BY hIE RORIDA BOARD OF PROFESSIONAL ANTONIO FIORE, PSM . - � CONC. = CONCREiE LP. = UGHT POLE P.O.B.= POINT OF BEqNNING U.E. n UTIl1TY EASEMENT p 00 = EXISTING ELEVAiION -ELEVAl10NS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM (1929) LAND SURVEvoRs IN CHAPTER SJ-t7 FLORIDA ADMINISTRATivE CODE. PURSUAN7 To PROFESSIONAL SURVEYOR AND MAPPER No. 5184 �4 C.S. � CONCREiE SLAB M.D.E.a MAINTENANCE & DRAINAGE EASEMENT P.O.C.= POINT OF COMMENCEMENT U.R = Ui1LITY POLE �= DIAMEiER MIAMhDADE COUNTY BENCHMARK No.N-397-R; ELEVAT10N=10.12� sEcnoN a27.o27 FLORIDA STA7uTEs STATE OF FLORIDA • SCALE: 1��=20� DRAWN BY: F.A.L REFERENCE: FIELD BOOK: 18-0776 �A�: 1�-16-18