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RC-08-21-2252
t 1 � � � ���� � �'`� z`� t`. .t'. . ��.��,} � I 1 � �,�. 1C�JSa�S.E.�nd�ver�u�,�rli�r�i Sh�res,Fl�rida 3313$ � ���:(3t7S)79�-22C}A F��:{3(35}?56-�972 �� ����Ee�°������������������:���s�a�2-���s ��� � �, � :�,� �st�r P�rs��t c�, t � �� � ��� �, �'����� �������,���� Sc�b P�rrt��t�i�a. �������� � ���c���� � Rcac����� � ����sic�� � ���-��s�c�� �������� [.����r����� � ��c���E��� ������c vuc���s � c����� s�� �c��c���.����� � s��� ; �c�����c�rc�� ����s��s ,�������ss: � � � -�� �� C�t . �ia�i S�car s C�ur�t : �f4i�r�i�a � Za : � � �� F�Eics/P�re�l#: �'� "�"�' ""t> � !�th��c�ildir►�8���tc�rie�Ely���������d;Y�s P4C� �ccupanc}r Type: �� E.ca�d: C�nstr�sctic�n Type: Fl�c�e!Zo�e: �FE: FFE: ��E[�:€����{F�e Simpl�Titlehold�r}: � � i��i�� � �Fttc�n�#: �!"''�� C� �'��� A�ddress: � tc�" �° ��` � City;m���t ��j�I'r�.'� S�ate: � �^r� �ip:,��� i'enar��JLc�ss��IVarr��: �'G` f Phc�ne�: Erra�el: .� f+ �'� � t°V1�.t ����'�:S�;'t*�f�C��'s��������.� �`� �,.>"G�� � ,� €:� ��IY"F�:��i�Ft.Cr�rnpa��F��er��. ���� t °: c� � ���"�P€a�ra�#: `?� �-'� �� ' � _} �ddr�ss: f�� � `� � °� � �ity: �✓'E���c St��e: �� Zip: ��$��} Qua9ifi�r PV�m�: ��'�-.S Phc�n�#; � ��`��_� St�t�C�rtifi�ation ea�R�giste�tican#� ��''��. �-���� ��.� ��rEific�t�af Cc�mp����t�y#: ��s��svE�.,�r�1�e��ct/Er���n��r: � d �`�f� €�n�r�e#: r A�ddress; �t� � City: ` _�,�,.�,,�St�fi�: Zip:'����, 1����e��f�J�r�f�r thi�P�rr�it:$ � �„�� ����r�{�€rt��r F �����f ��k� �� �,,���_. 1'+����#V���k� � �dd�tion Alt�ra�i�n � tde� � R�pair/R�p{ac� t...�a �em�litior� eri�t�ca��#��sk: ' �"�da �� ��,�/1 r ��i � � �� � 1 �t rc� til�a ����►E��a���� ��° ����,�� � ���� cc�f��� Sc�r�ea�r►����$ R�d�r�F��$ ��PR$ �f�f�ry$ T'��hneal� F��� Tr�irtirt�Ed� 8��r����� t�bl�F��S Sisu�#�r�!���i� � ��� ����������a+u c��a�� � �'�� . t���#�ea�zf2atz�Ya) s a �e�r�di���e�rnpar��r's t��m�{i��ppl6cabE�} �candin�Gcars�pa�ay's�ddr�ss �_ C6ty Stat� Zip �tiart���e k��rrd�r's€darvi��i�applic�ble) E �tG° �rd�# r� " {� Pviort�a��k.��der's�ddr�ss _� � � , i�f , G�. +c� > �ity � ` State 1���C`s�21�r�, Zip� a� �� ,�pp{i�atiorr is h�reby rra�d�ta czb�ain a p�s�mi�tc�dc�the wc�€��and irastalE�ti�ns�s i�rdicat�d. I certify th�fi r�c��ork err ic�stallatson k�as comrr��n��d pric�r t+� the iss��r�c� c�f a perrrrit ar�d th�t all wcark �ill be perforrrr�d tca rrae�t th� sf�ndards erf �E1 lav�s re�ula�in� e�nstr��ti�n En this jt�risdi�tic+n. 1 ur�d�rst�ncf tha� � sep�rat� p�rrnit rrsu�� be s�e�ared for ELEC'CR1�, P1.13��ING, SlC��1�, Pf3C�L5, FtJRPl�CES, 841l��RS,FtEfiTERS,�'A�lKS,A1R�C}[�t}f�`1C��lERa,ET�...,. CPUV�4E�'S A+��4!?�!!tl'T: 1 c�r�ify th�f all the f�re�oir�� infarmat6can is �cc�arat� artd �hat �IE w�ark �rill be d�ne ir� co�pliance with all ap�licabl�I�w+s re�ul��in��c�r�strueTiczn�r�d aorrir�g, «�l�b�"���� �� �����: ����$ ������� �� ������ ,� ������ �� ������������ ��� �� �� � � �� � � � �' � � '�� '� � � . �� � � '� � � � �� � � �.� �� � � � � � � ���� � � � �prr 1�atice cca��r�alfeer�rc: ,4s a c�rr€�rPr`crn tc�Ftr��ssurrnc�af a t�crrtdr'rtq�errr�it�rith carr estlrrtcrted vadcre�.�c�edir�g$2��tt, tt���p�licarrt r�ust �r�rnls�ira gc�cael��i�h t}�tat cr cc��y c�f the r�caCtc�of c�errrarrrer�eerrr�nt c�nel e€�nstra�cei�r� lien lt�e�brr�cdrur� �id1 b���liuer�d�c� �fte��rsc+r� �rh�se�rc��eriy is subj�et tca nttcrehr��rtt. ,�lsv,cr c�r�ified e�py caf t}�e reecrrd�d n�ti�:�c�f cc�rrtrta�ncerrs�rtt r�tcrs�b��aa���c�t�t£he�ab sit� fcar td�e fr"��t itrsp�ct(�rr �uhich ca�ctars s�e��r� (7) d�ys caf�er t�re ba�r�ding p�rrr�it is rssuea�. Irt ��a� c�bserrc� e��such �rQsPed nca�a��, th� ins�r�ct�i�n�rl1 ne�e b�c��a�rrc�veci a»�ea reir�,�peetirar�fee�rll b�charged, �� �� � �� S6�r��tur� .,� � ����������� Sa�r���ure QVi�i�ER or A�ER3T CC9i�TRA�T(3R Tt�e�tsr��c�ier�ins2rum�nt��s ac��t�wied�ed b�f�r�me tF�is The€c+r��cain�instraamee�t��s��kr�cakvl�dged befor�rr��this �.,.�U&���}I m `^`�` �...,�.����..m.�.,�t���. * �t 6.F� "' � �t'��QI ��� d L� V� . a'� _.�1` tkt kvh�a is persc�naily�nav�r�t� �� � �hc�is p�rsean�ll}�kr��a�rra tc� rrr��r en+hsa h�s prc�duced as rtt�or wh�h�s p�c�d�sced �s identifi��ti€�ra�c�d wrh€�dic4 tak�an caa�h. id�ntifiicaiicsn�nd�hc�did��ke an c�aih. Fd�TA��Y PU�II�� �I�TA4TY F�I�LE�: 56�$l: w �#�ii: � , _ t�of FlOtkdc. � � ota P bfic State t�ior��a Ik �8 Q� ` i Print: � I � `� � Prir�i; m�s � �-�^` ;�,e , � P�y Comm�ssion G �or�°�- �xpires i` r r S��I; '����,�' �xc�iresa5r�7�2�2z S�al; � ������m�����a���a��������������:������sm�����������+��*��������������*���������� ������ ��� �m���� ��� ��a i � � r ���}���� � � �PPROVEt��Y ��� ����� �� � Pl�r�s Exar�ir�er �rtin� �� � �� � S�rueYura�Et�vieu� ���r� � {Revis�dQ2/z4J2�14) �„�..��;� "��'"� �,���a.�''� ������� � � ..r. � �g��.� i� i h�r�� ill� � �,���- ���,,� � . ������� �oo�o �.�.�na aV���,� �liami �hores, Fl�rida 3313� 1`�I� {305) 795.2204� F��: (305} 756.�972 � � � lF CQNT�ACT�R IS A F�t?RID�4 STA�TE�E�TIFI�D C�NTR�4CTQ�. A. G�PY QF QU�[�IF[ER'S ST�TE LfCENCES �. � CGPY QF L(�CA� �USINESS TAX REGEIPT C. X COPY C}F �IA�ILPTY I�ISURANC�� D. � GaPY �F WC}RlfERS CC}MPENSATI�N I(�SUR�N�E* (Workers Gompensati�n EXEMPTIC}N mu��have NOTICE TQ QUUNEF�form and Gar�tractt�r Affidavit) 0F G�N1" �T�R H�S,A M9A�1 ��ADE C�ItNT�CERTIF�C,4TE�F C�MPETENCY� A. �QPY QF CERTfFICATE t�F C�NIPETENCY (�F QUALIFIER �. G�PY OF LC}CAL �USINESS TAX f�E�EIPT C, G�PY �F ST�TE RE�ISTEF��D CQNTRACTQR I.IGENSE OF2 �I�AM1 C}A,DE �4UNTY MUNfCIP�I.. CQNTRAGTC}R'S TAX RECEIPT. D. CC?PY QF �IA�ILITY fNS�J�ACE* E, CC}PY OF W{�RKE�S �C}N�PENSATI�N INSIJR�NCE* T (Workers Gompensati�n EXE�PTI�N m�ast h�ve NOTICE T�OWN�R farm and Contrac�ar Affidavifi} *Y��� IN�IJ�ANCE G�I�PANY I�l�ST f���JE�CE T6FI��TE,4� F�����41: C�rtificat�H�€der: �IAN�!SFlt}RES VIL��4�E �l.D� DEPT 14�50 NE 2f�D AVE l�I�AP�1 SH�RES, FL 33138 Certi�i�at� m��t�peeify the descripti�n�f�p�rat�t�ns�r contr�et�r li�ens�numb�r. ...�.����..�..�..��.A.�..v�........s..�.....��...�........�........�..........�...........d �USII�ESS N�lME: MA� .Builc�ez�s,LI1C �USICVESS ADDRESS: . 6�5 N�'�T 1 St # 805 �CITY Ivliax��i �T��'EF,,.�^,_ZIP 33128 ������ss ��o��: c ��� � ��1-���� _��x �u����� � C�LL P�#�N� ( 786 ) �75-I23�5 �U�BE.IFfE�"S NA�E: ilncit-es���1e�n �u,��E�f��°s �.Ee �ur����: �����-�a7-�o-:���-o , �(� �� �. � ��� � � _ � � , ` � � � � � ° �'�"�� �c�n C�eS�r�tis,Gavernc�r Halsey�eshe�rs,S�cretary � � � �, � � , _ �,k. F � � ��� � � � s zs�.�t$��.:� r`�� - . ; ; � � ���� � � � ;� , --ua� � � � � ��� � � � � � � � � � � ` � � � � � � � '�� ���.-�. ��� �� � � �� ��fi,�e�""E {�F �`�t���C>�,`�� � � �� _ � � �� ��� C�EP��T�����IT +�►�' E�����1E5� A�� P'��C����S���3���.���E2E��JL�T����1 ����� , , � � � � � �� � � � � � � � � � � � � � �� �C31���TR��1C1"IC)� ���U��� �����E�SI�C� �C���2� �� � � : � ' THE GEC�Ef�L �C31`��"R;���`�������� �a ��i��"��IEC3 �1t�IC�ElR �T�IE � � ; � � �� � � � ; P�t3�d�S1C��i°�F �����'����9; F�����3� ����'UTES , ,� , , � �� � � �f ; � � r � � � � � � � � � ' � � � , � � . < , � � � � ,- � � , : , ; � ; � � ; , � , �; � £ , - �, x � � � �� �� � � � , , � � ��� �� � � � � � � " �'����������"� ;� � ���:,� �� ` � � � � � : , ,, � , � � � � � � � � � � � � � ���� ����������� �� '� � � � � � � � �: � � , � � �� �� ��� = �� ��� ����;���'������� � � � , , , , � � � ���� �� ������ ` ������� `� � �� � � � � � � � � � � � � �-� , , . , � ; � � ` � � � � � � � ; � � �.��.� , r������� _��,� �� ��,,�.�� ���� ���,,, � � r � � � �1t�E[����������������b6�� ,,,��riu,�.s�✓,:�:,x�.,.��c:,.y! ,c,,.,�zr,% ,.,�,;;z;�.s-,�„-�rr��=-,.,,,,-.r. rt�..:'�r�;:�a,�.�-vi,-�r ,,.,�<rrrr--rrx,a ,:,rs ,,,rr^r,,,,��� , � � E��I��IC}�1 ��1"E. ,A��GI���' 31,2C��2 ; ` � Alvv�ys verrfy �acenses c��ii�e at Mg�F�crrid�License.cc�m � � �} � � ����� � ��" ' � � ` � � � �� � � �;�� Do nc�t ��ter this c4c�curr�en� ir��ny forrr�, � ,,� -� � ; ` I�' � This is yo�r �ic�r�se. It:is ur��awful for�r�yc�r�e c�t��r th�n the licensee to ��e thi� c�c�curn�r��. , , � ,�r � e. _ _ ...._ w _. . �._ ____ �_..... ._ _ _ v _ �.� _ __..____� _.. . . w. � ����� �.. �__. _..._�.�� .... .._� __��.. �.__ _.._� ___.µ___�..._ � .._.__... _._�. �.._�. �__�_�_._ _ __ ____. � � �1(i��i—��d��c��n�y, St�t� c�f Flc�rida _THIS IS NC?T A SI��—C70 NpT PAY 7304171 �����g�`�vca. RENEVtiAL �cs�������a,ar��r�.cs�da�ca��a 7594292 � nn�� �u«��Rs ��c ��P1"�M��R 30 20�1 645(�W 1ST ST APT 80� ' MIAE�I, F� 3312� i�',ust be dis�Iayad z�t�I�ce a€busiri�ss �.� : � Purs��ant tc�C�un[y Cac�� � �'� Chaptee��—Art.9�e 14 � �R ' 1 � �����{ ���'.r,��������a����a'�'R.P ��������������� �AG BUiLDERS LLC 196 GENER��BUILDING �v y�,��c�s�����cessa GO At�1C?RES MELEAN GQNTRACTOR 45.OQ �919012Q20 U�lork�r{s} 1 GG�1526665 CREC�ITCARD-24-0749H2 This t,oca(Basiness T�x Reeaipt only eonfirn�s p�ym��t ot the Lsae�t Basiness Tsx,The Rec�i�at is��ot a tRe�oiste, permit,or a eeekification of tlae holder's qa�Iiticat€ans,tu do businc�ss,Naldee must eomply with nny governmant€�! or nangov�rnniant�l rs�alatar�laws and requirements which apply tn the 6usiness. The RECEIPT N0.a6ove must he d'€splayed�n all commercial vehicles—�liami—Dade Code S�c 8a-2a6. �46o�PtFi�� Foe mora infarmation.visi4�u�,v�.r,Ln�.�.t€,��.�.oe ta��I Eo� � r^'* .f�,�' � e �p c ( i Qar�t�r�roonvvv> ���f 1 F� �� 1�'�� R 0&(26(2Q21 THIS CE�TiFiCATE BS I��U�D A,a A MATT�R OF (NFC)RI49ATE�P� CENLY AND G�NPEFtS NC? FtIC'aNT� IiPC)E1 TH� C�R1'IFB�AT� HC�L��R. TH1S C�RT1FtCAT� ���5 PtQT .�IFFt�l�ATItfE1�Y AR N�GA3'IV�LY AIN�N�, EXT�N[? �R ALT�R TH� CC?V�F2;�Ca� AFF�R��D �Y TM� i't3l.ICIE x ����w. rt��s c��tr���c�,�rr� oF ���u�a,�c� �c��� �c�� cca�s���`u-r� a cc��r��c-r �� ��� �r�� Es�uor�� ���u��a{s}, ,�u�wat���e� ��PR���NI'�kFiVE AR�RC3DUC��>ANf3 TN��Ef2TIFEGAT�Fl4L��R. IMPC3RTANT. If the certificat� holder is att ADDtTEON,4L.INSUR�[J,the pot9cy{Ie�}mu�#h�v�A�[3IT'E4NAL lNSURE�pravisions or b�endor�ed, if SU�R�GATItJN f�i1�AtV��, su�jecf 4�ihe t�rms ar�d conditi�ns of t�re pol�cy, cerkain �a�Eicies may req�ire an endar��m�nt. A statem�nt on this certificate does not�onfer right�ts�th�c�rtifecate healder in Ii�u off such endcars�enent{�}. PF'CttJUCER � COM13?A�T � NAR7E: , . --- -- --- , __ — ...---.. _ . Next First Insuranee Agency.Inc. L�1����xU.(855}222-5919 _ _tA�tG No) PQ 0ox 60787 - Palo Alto,GA 94306 �'���� si�ppart@nextinsurance.com AAOR�ss: INSUE2�R{S}RFFORDING GQVEI�AGE � .._NAEC# _...... ......._._ ._.._... ......_.. __ ___-- - .....------- t�tSUt��Rk: 5tate RtetGon�E Insurance Gom�any,€nc. i12831 � - - _._ _ _ --- _ ----- iPFSUREU INSURER B: ( tv4ag�uilders L�G _ . 645 NW 1st St INSURER C: __._ . -- t -... --- Mlatni.F��3"t2�3 INSURER D: �rvsu��R�: INSUF2ER F: Gt�V�RAfa�S ��R1'IFI!CATE hIC11N�E�:57027Q4 ��YI�iQIV (�II.J(N��f$: THIS IS TO CERTIFY THAT fiHE POIICEES OF IhiSURf1NGE �IaTED BELQW HAVE BE�N €SaUEQ TQ THE INSURED NAMEC3 ABQVE FOR THE PQLlGY PERIQO ENDfGATEC?. NC3TWlTHSTANDIfVG flNY REQUiREMENT, TER�1 C7FZ CQNQITlC?N OF ANY CCJNTRAGT Ot� OTF4ER DC3CUMENT WITN RESF'ECT TO WHICN TH18 CERTIFIGATE MAY �E ISSl1ED C}R R�AY PERTAIN, THE INSEJRANCE AFFC}t2DED BY THE PQ�l�IES DESCRIBED NEREEN VS SU6JECT TO AGE. THE TERMS, EXCLtJSEQNS ANp CQNDETIC}NS dF SUCN Pf�(�ICIES.�IMITS SFiQVYN MRY HAVE BEEN REDIJCED�Y PP,ID CLAfNiS. -- ._ --. ..-- —- INSR' 7�yP�OF INSURANCE 'A[tDL SU6R FOLICY NUM�ER � tNM D�DYYYYY flfiM P6YYYYY � LIhAITS � R I y i CQNiMERGI��GENERAL1.lABILtTY : ; ��. ' EACHpCCURRENCE S1,OOQQQO.OQ . ___� - , . _ �- _ .,...--- ---- �C7.�MA�,E TO REPJTEO .� • ;G4.r�iP§S R§ADE i � ! 6CGUR ; PRCM{SES_Ea accurre�cej ,,4,��Q��Q�d��_ ; M�D�xw{any one per,a�i) ;�,1Q.4C3Q.OQ ---- __, _._. __. _ _ ,_____ _-- —_.. a ; x �xTuzv�v�v.�-aa-�t� c��ra712o2� o�r���zozz FERs�rva�a�e�v�N�u�v s�,aoo,aoaao �_.__. ___. —._ -- - ---- - _ - : GEN'L AGGREGA7E�EMIT APF't�I�S PER '��. 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OF.��/O . ��P��••'IQU ��'�j��9 AERIAL VIEW NTS :�� ��� :� ��: ' :� w �G� ' ��n% AR00914�4 ,�ry c.�:,. :;�`` INDEX O�F DRAWINGS s''FR�o��A���� � A-0 COVER SHEET M-1 MECHANICAL NOTES & SCHEDULES . � Juan E.Berry R.A. A-1 SiTE PLAN M-2 MECHANICAL FLOOR PLAN F�.���.009,484 - A-2 EXISTING FLOOR PLAN : E-1 PROPOSED ELECTRIC PLAN �. P-1 PLUMBING NOTES & DETAILS � F ,: � �:, �� . s. - �, �� ��§� : ,�` . A-3 DEMOLITION FLOOR PLAN . � � � . p r � � � � . , .. � . � �� � � � :� ,{ i.� ,� � , � . t ������, ��.� � � � x ... 1 ������;'� � �: ��` , : � ` �� s T;.;�� ��u �> _ ` ' .,�� �,�: �.. . , .. . �. , � . ;.. , ,� �_ . � , ;, , ..w . .., . .�, . � � � . . , . , � . _ � �:����` , P 2 PL MBING FLOOR PLAN :uM � . V. +w'�ffi :�� 1.:: ",�.., t���4 x„. :?";... . •..^ v .'..... . 'T!._ ...d. - x , �.p ., �,� ., . ,.�...e'ra ..��o . . A-4 P ROPOS E D F LOO R P LAN �h.� a �� w ,� . 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SCOPE OF WORK: : S 4 SECTIONS PRo�ECT DATA . �` � � �wrt N_� Z � �_ _,� �_ _.____ __._.._ _�____ ' �� � ��: � O _ _ _ ;, AERIAL PHOTOGRQPH OCCUPANCY GROUP SINGLE-F.R. scAi.F:1^�� �" � �5'A�.�EY �uor-� " Q ` LEVEL 2 � � �� � � ALTERATION LEVEL LEVEL 2 � 89°31'20"(M) � , � ��� . . ., � � � `� "� ����" , ��� .��.� , ���� _��`..._._...� „ . �� � � � � �� � � � � �� � � � � � 75.00 (D) x-X-X � FOUND 1 � � � � � �� � � � � ��0 - M EXISTING AC AREA 1 ,441 SF. „ -- x- a � � Z - ENCLOSURE OF EXISTING FRONT COVERED TERRACE. sET�i2 iRON _ X . � , o iRON PiPE - �. W . A.C. AREA OF ADDITION 137 SF. ROD AND CAP„ �FENCE � � + � , � FENCE � - EXISTING KITCHEN RENOVATION. „ , .,� : � �. o �.� s . : EXISTING GARAGE AREA 184 SF. 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The survey ma�p Sc r�por# or tt�e copies th+ereof are not va�Eci witt�out ths digltal sigr�atur+� � �/ � REU�J��NS and se�i of a �lorida lice�nsed surveyor and mappe� f DO�� Qif FIB�i� WQ�{C : C)4-28-2�2I `x���k��st�tartaa��rr��,b# � /f �,,� ���� � PLUM$ING �- l�t"d '� � 1 ��/0�/�0 FLOOD ZONE X ���,�n �y: a��g o t . . o �� -.. � � I : � �� , � C'}rcier #: 232187 � � ' k .,� � � � � � � � � �BASE FLOOD �ELEVATION ' � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ��5� ���,��;��► o����: � � � � ., � � ��� �� ��- � � �����s� � � � � ;" ' � ' �++es s€�r,er€Annrc a�+i rnr c�oeu�in � Soundary Suruey prepared by: LBS11I �� � � `, � . . . � �� ����, 'sk� � RAE�CNANICAL EXISTING BUILDING EL. - ` �`�E��~�� - � � w Y O71 IDS 63-2i122 � � ( N�xG�rn Surv�ying, 1_l..G ,f �» � d � sTa���F ' . 5601 Ccrrporate Way, Suite #103 �y4*>~' TYPE OF CONSTRUCTION SINGLE-FAMILY- RESIDENTIAL �"'�� o � � �`:,� �t°��°� } ; ( West Palm B�ach. FL 334fl7 ����.���x ���,w� �J ,�� sc���� , ` COMMUNITY NUMBER: - "'f��`��� �����`� 561-50$-6272 �r'zr��raea�:a�3tti+��`s"' � B�o�. � Z� '�� S H E E T NO �, PANEL NUMBER: - / SU�JECT TO COMPLIANCE V4J1TH ALL FEDER�:.. S U RVEY STt�TE AND COUNTY Rl1LES ACdB REt;U,.AT'lC�t� � _ � ���/i'�P �''( , � � . � ` F��������� � ������ ��� ������:�: ���`�� ��� � �' ��� �F��� �� ��,�� � � ��� `��> � ' �k� ��� ���x � � �����, � ���;_ � . . . .. . . . � .. . . . . . . . . . . . . . . . .. � . . . . . . . . . � . . . m:�r-.. � �� sa�,�` . . . . . . . . . . . . . . . � . . . . . . . . . . . . � . . � 3a� � . 9'ASPHALT ROADWAY ' .��� ' �����:� � - LEGAL DESCRIPTION : : ;���``. .':����'� 9 ASPHALT ROADWAY ���,� �.��x �� _ �� � `�,,���,�� � • �,�� �. �� . ...� ��#..... . LOT 20 AND THE WEST 1/2 OF LOT 21 BLOCK 170 OF SECTION NO. 8 OF � �••� ���� ��.. :r����`�� ' •��• •u • � •� ��s�,�?.:s�a��� • . e � . . . . . . . . . . . . . . . . . . �` a • • � MIAMI SHORES, ACCORDING TO THE .... . �� � . �n �.� . �,# 75'-0" � �P � , . . . . . .����s �, � 3t� � ----- 75�-0° • �,� � � �' �r� -�� r� --------------------------------- �t�� �t' B OK 14 PAGE 33 PUBLIC ---------------------- ----------- �,�.,,.,. ���� ��s,� � �n . PLAT THEREOF AS RECORDED IN PLAT O , , ----------------------------- ... � �r �� � ---------------------�-------------------------------- ----- --------------- - - --------------- ------------------ T � �< ��� � ..�. • ----- ---------------------------- -------- � �,�� �� �• � • --------------- --------------- ------ ----------- RECORDS OF MIAMI-DADE COUNTY, FLORIDA. : ; 0� � ------ I � � ; ... �r�• "�..�� �.... ° ' � � i------------------------------------------- ------ ----------- • •�a������ . _ . .��,�� ���� i i � ' i ��g���� �#�'�i`��,�� •�a� . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . , . . . . t . . . � . . . . . . . . � � I . • i.�-�"va�- d'�����i����� „ • •��• ��� PROPERTY ADDRESS: 957 NE 99TH ST, MIAMI SHORES, FL, 33138 , , , , , , •• • �� £ ���•�� � ��� •••: • . i i . . `flTa � i � I A ' . . �`�;�t�n` ,.�`s��.,,as� r�`��'����° ', '�: . i 1 i i ti���� le � •��• • ,�� •!� �� �,�"� �'�°�;�. . . . . . . . . . . . . . � . . . .. i . . . . . . . . . I . . . . . . . i . . . i . . . . � . � � . , . � . . . . . . i . . . . • • � z'� , �. "`���rs+��,a`��.� i � i - 2 - 34-0 , , ; � , , . ��.:�x�.������ ��� � FOL O: 11 3 06 0 260 � . . � . � . . . . . � . . . � . i . . � . . . . � . . . . � . . . i . . i . � . �� . . . � . . � i • • '�h.�� �'��� ��:�i ix z' • i I i i I i • • • +2�����-a�r.�,���$ r���,; •�iiy- • i i i i � i •• ����z�� �s����r�`�ia y�!� ,�; � � i i � i ������nia�� �s �+�' ���;` : CODE IN EFFECT : ; , , ; ; ; � �� ���� °� �#������ ,� I � � � � � � �,� �:�.0 ,�,�,� , i � � ; ; � I ; � ; ; � . � FLORIDA BUILDING CODE 2020 7TH EDITION � � � � i ; � � ; ; i ; NEC 2017 � � � , � , ; r ; ; i ; � � � , � � SCOPE OF WORK . i I� � i i 'n j i 2640 S. BAYSHORE DRIVE � in j i i � � i BIDG. A SUITE 301 � e-' I � i M :.. i � MIAMI FLORIDA 33133 PRIVATE RESIDENCE FRONT COVERED TERRACE ENCLOSURE AND INTERIOR RENOVATION. j i ; ; ; � ;�bdsa�°n�t�t�c ti°+n i�c o M _ , : , ; LOT 20 i I � LOT 20 , � � LEVEL OF WORK II , , � � � BLOCK 170 � � ' ' � � ; � ; ; BLOCK 170 � ' � � , i I � i , ; i i - ENCLOSURE OF EXISTING FRONT COVERED TERRACE. � 0 � � THE W 1�2 � ; r ; -o THE W 1/2 ; - EXISTING KITCHEN RENOVATION. ; � � a ; ; o ; y � � oF F�o ; r i � OF LOT 21 � � r � -I OF LOT 21 � �Q'�''���I Q(/�'�'R�4 - O P E N I N G E N L A R G E M E N T T O B A C K Y A R D C O V E R E D T E R R A C E. ; z � m B�ocK�7a ! i z ; m B�o c K�7 0 ! �.: F�o:y - I N T E R I O R R E N O V A T I O N I N C L U D I N G: ; m � o i , m i o i y� ,��. *NEW FLOORING ; � (INCLUDED) i � ' (INCLUDED) � • ; . � *NEW KITCHEN LAYOUT WITH APPLIANCE AND CABINET REPLACEMENT ; � ; � - � � �n ' �' , � � . � I ��c+'. AR00914� .'C.~� *LIGHT FIXTURES REPLACEMENT. ; — � ; ; _ ; , • • , � � � � � � : : �, *ELECTRIC PANEL RELOCATION. , � ! ; � � '�S'�''•..... ..•••'� ti� -ROOF REPLACEMENT (BY OTHERS) i o ; � ; . ' � �FRED A��� - ; � ; ; � � i � -PAVER WALKWAY REPLACEMENT (BY OTHERS) � � � ; � o � � ' � � ' THE E 1/2 Juan E.Ber R.A. ZON WG INFORMATION: �oT�s ; ~ �o�-s° � ; �oT�9 ; �0�-6�� � ; F�. ���.oos`�4sa ` BLOCK 170 � i � BLOCK 170 � � I OF LOT 21 � i � ' ' BLOCK 170 � i � i � i I � i � � � � � i I PROPERTY ADDRESS 957 NE 99TH ST, MIAMI SHORES, FL, 33138 ; ; � ; ; : ; � �NOT iNc�uoeo� , , ; i � i ; � I � � � i , � i I i i � � � � ZONING AREA RU-1 ; � ; ! � ; ; 12'-1" i 17'-0" ; � � � � � 12'-1" i 17'-0" I � i i I THE E 1/2 � .i i I I� I I 1 � LOT AREA 8,925 SF. ; �� ,�- � � �� ,.- , i � �� � i ; OF LOT 21 � _ i . / � i ; `. / � I i `•`�. .'�•/ i I BLOCK 170 � `. .' � ; �`. .�� i � BUILDING DISPOSITION REQ. PROVIDED � x ' � x � � .- \ � i � . . � i ; ��' `.� i ; (NOT INCLUDED) I �/ �� i I i �. COVERED .` � ; i .' COVERED�`. I � LOT OCCUPATION � . �: , , , . TERRACE .`` � i i . TERRACE � i � � . . � � . . . . . � � . � . . . . . . . . . � . . � . . i � . . . . ' . � I . i . . � �. � � . � i i I i � . . . . . � . . . . . � . . . � � � . i� � � � ... � � . . . � . . . . � . . . � � . i . . . . . . . � . � . , - � .. i. � . � J . � L . . i . . . . i . . . i . . . i . . � . . . . . . � . . i O A, LOT AREA NA. 8,925 SF: ; � � , ; � � I . , . , _ ; � � � � � ' � . , � � � � . � ~ _ ONE STORY i 1 � ONE STORY i j Q B. LOT WIDTH 45 FT. MIN. 75 FT. (EXISTINGTO REMAIN) = � ' � � �`, ; RESIDENCE#957 i `° � ; �`. : RESIDENCE#957 i � i > _ � � � � � � . � � ` i 1 '-1,, � .\ � c� � � ' ' O � i i 1 �-1" ✓ �� j m � � C. LOT COVERAGE ; , ; , � ; � � � � i ; 35% MAX. FIRST FLOOR 3,124 SF. 1 ,953 SF. � ' ' ' ' W � ; ; i ; AREA OF WORK ; j � � — i I i � i w - •� i � . . D: FLOOR LOT RATIO NA NA i � COVERED ,.- ; ; , �o�EREo - � REFER T � V � � . TERRACE � � � ; I TERRACE I SHEET A+6 � U� � � � �� '�� � i i . ��� � FOR MORE i 7 i ' I \ � I i i - `�j AREA OF � INFORMA ON i ,;, H � E. FRONTAGE @ FRONT SETBACK NA NA ; � : � aRE2,�'�qF � i ; :"' � ENaosuRE � � w M ; � ��Pi'�LOSl71�E � � ; � 137 SQ FT ' ; Q � M � '137 SQ FT. ; ; � i i W J — F. GREEN OPEN SPACE REQ. 25% OF LOT 4,395 SF. . � , - '� � �,,, � ' ; < - ,,z� ' ' ; W z �- 2,231 SF. ; _ , , - , ; �7�-��� �0�-3�� ! � � � i _ �. � � ° ,--------------, , ; • , :.' ' ` • �' �'`'c - �"'"`.< ' i I �o � � i , _ .;- � � ; :�. r--------------� � ' � � � F�ooR 6.. .' ; ; W i �� , I i i � �-------EXTENSION �'• e+: ; '. .' 1 ; � � --------- � � , �-,--------r I � , AND � (n � i i� � i ; STAIRS I i � (n = BUILDING SETBACKS • ; , , � , � " � Q W ' , , , WALKWAYNTO f _ � i � � i '-i" io'-v' ; ; � REA OF WORK � � , , BE REPLACED 1 '-1" 10'-7" 11'-4" 9'-8" 6'-0" � 7'-0" 10'-3" � . � . . . . . . . �. . . . . . . . . .. � . . .. . . . . . . . . . ;� . ��; . � . I � . . �� � . . . . � i � � � i . . . . . . _ _ .. . � .- - ------� �i� � � �� . . � i . . � . � � � (� � � . _ _ . I.L .. Q � � A. PRINCIPAL FRONT 15'-0" MIN. FOR 50% OF WIDTH 25'-0" (EXISTING TO REMAIN) ; ; ; � ; ! ; PA ER , � � ¢ � � ; , i � i I � i ' WALKWAY� I i � i � I � � , By 1 � I ; ; i ' i � OTHERS 1 � � B. STREET SIDE 15'-0" MIN. NA ' � � � � ' _ _ ' ' � � I i � ; I - --- - � I .. . . . . . . � . . . . . i . � . . . � . i i . i . . � . . i . . . i . . . . . . i . � i . . . . � . . . � � � � �, ; I i �; ; A RCH I T ECTURE � C. SIDES 7'-6" 10'-0" (EXISTING TO REMAIN) ; o � i ; � � , ; � , � : , P � a N N i N � , , � i i � � i � I b � � i � I N T E R I O R S � I � i { , � i � i � � � � � f i � � � � i � D. REAR 15'_0" MIN.FOR 50% OF WIDTH 35'_3" (EXISTING TO REMAIN) � � � � ; i � ; � � � i i . I i � � �� � � � �� � � i � All ideas design arragements and plans . . . . . . . . . . . . . . . . . : . . . . _ i � . . . . . � . . . � . . i i . �� . . . . . � . . i . . . i . . . . . . . . � � . . . . . ; . . . . � � indicated or tepresented by this drawings � . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . � i . i . . � . . . . � . . . i . . . i . . . . . . . . I . . . . . . . i . . . . � are owned by and ihe property of this office - . � � � � � � � � � � � � � � � � � � � � � � i �i � � I � � � � � � i � � � � � � � � � � � � � � I � .� � � �i � � � and were created evolved and developed for . �. � . � . � . � � � . : . : . : . : �. � : � . �. � i : �� � : � : � i � i � I : � � i : : : . 1 � ; � - � � use on and in connection with the specified � � � - � . . i � � � � � i � � � � i � . i � project.None of such ideas design arrangements . . , � � � � .. � i � . .. � � . . � � . . � � . � i . i � . � � � . � i� � or plans shall be used by or disciosed[o any � COV E R E D T E R RAC E L E G E N D ' � , � , � Pe�so�,��m o��o�Pora��o�fo�anY p��Pose What- i `97o i i I i i �9fo I i soever wi[hout[he expressly wri[ten permision `' i i i I �� i � i ' � � �� i � of Berry Design Studio Inc.or Juan E.Berry R.A � ENCLOSURE AREA , ; ; , , , , ; �-------- --------------- --- ----- ---- ----- --- -------------------- ----------------- 1 � � i b-------- -------------- --- ----------- ----- --- ---------- -- - ----------------------- - ' � FLOOD ZONE X ----- ,------�--------------------�- ----- - ---- --- -- - ---------------- - - ----- - - - - -- - ------ - - - ----------- ----------- ---------� - - -- ----------------------- ------------ ---------� - BASE FLOOD ELEVATION NA EXISTING : EXISTING BUILDING EL. NA TO BE 5' SIDEWALK 5'SIDEWALK :,, - TYPE OF CONSTRUCTION SINGLE-FAMILY- RESIDENTIAL DEMOLISHED '� COMMUNITY NUMBER: 12086C0306L PRO�ECT NO. PANEL NUMBER: 0143 -------------- -------------- 2119 PROJECT DATA DATE OCCUPANCY GROUP SINGLE-F.R. ,�_ � �� PROPOSED SITE PLAN 1 /8„=1 '_0" o6io7izo2� ALTERATION LEVEL LEVEL 2 EXISTI N G S ITE P LA� � I� �� �O REVISIONS EXISTING AC AREA 1,441 SF. A.C. AREA OF ADDITION 137 SF. 0� 00/00/00 EXISTING GARAGE AREA 184 SF. PROPOSED TOTAL AREA 1762 SF. NO TREE TO BE DISTURBED UNDER THIS PERMIT s H E E T No NORTHEAST 99TH STREET NORTHEAST 99TH STREET - - - - - -�- - - - - - - - - - - - - - - - - --�- - - - - - - - - - - - - � � ' � ' .':r � i .r r: : ; . �i ' .,;'I . - ,r. � ty C° �.;, � . � � . � . . . . � . . . � � . . . � . . . � . � . . . . . . � � � . . . . . . . . . . . � . � � . . � . . . � . . � . . � . � � . . . . . � . . � . . . � . . . . . . . . . . . . , . � . . . . . . � . . . � .. . . �"�7 a��� �'�� ti��L : . �S t.�,h«u'�. �""�` � � . . . .. . . . . . . � . . . . � � � . � . � . � , . � . � . � . . . . . � � � . � � . . � � � � . � � . � . � . � � . �� . � � . � � . � . . . � . . . � . . � . . . . . �r�"��' �������'4 �-.�a� . . . . . . . � . . . � . � . � . � . � . � . . . . . . . . . . � . . . . . . . � . . . . � . . . s����. �t� i�s'a,' �n� � ��� ���?��: � k��*���� � - ���� n ���= � �' ��_, �� �� �+ c. . . . . . . . . . . � . . . . . . . � . . . � . . . . . . . . . . . . . � .. . . . . . . . . � � . *�� � ��t �<�t����� �+�a� �n� €�� �e � . � � � . . � . � . . . � . . . . . . . . . . . . . . . . . . . . . . . . � . . . � �.,y� �.m�r�,�'fii��r"� . . . . . . . . . . . .. . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . xC3'J .-i,��` w;�a�� � . 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G�''" .��4�'� �rv�.,�'C�, ,�y -� � � � � . � . � . . �. . . . . . . . . . . . . . . . . . . . . . •����• f,�+3'S�s'.�^• �,'��,��. .,� 3��. • � . � . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . • • �r"�' 1 `., t�`�r�^R`��'r • •����'iS� •������� ��• ��� +�"����• � ' • •�`���,�,� ��'��'�rt�� �"3�• • . . . � . . . . � . . . . . . . . . . . . . . . . • ��A,�c�,yb 4 3* :�n„� y ,i� •• •�• . . . � . � . . . . . . . . . . . . . . . . . . . . . . . . •�"a� • '� 3u • . • ��! � � � t<���'�:�y`�!�� ,�''a��,�; � � �. �� ������a��'��,;;',�.� 2640 S. BAYSHORE DRIVE BLDG. A SUITE 301 MIAMI FLORIDA 33133 .. T E L 3 0 5 3 1 0 4 6 8 4 --- juanbdsarchitect�G M A i l.0 0 M OF F�0 BEDROOM 4 Gj�P�'G�,'I�1U�'�,10'� � :� ��� : � ��� ��, • ,'E"` _ ��'; AR009148� ; C� ��,,.•.,. :.•,�� ��FRED �A���� _ Juan E.Berry R.A. FL.LiC.0091484 MASTER BEDROOM MASTER CLOSET COVERED TERRACE � MASTER BATH O BEDROOM �3 �— 0 � : > 4 . . . .. . . � I � � ❑ ❑ . . . . . . . . . . . � , . . . ' � � . . � . - . � . � . � . . . � . � . � . O Y . . . . � . .. . . . . . . � � . . . � . . . . . . � . . �. . � � . � . . . . . . A . � . i ' ' � � . . . . . . � . . . . . � . . . . . . . � . � . DW . COOKTOP a ————— /�/ �J.� W � � � U � � ❑ . ` c� KITCHEN A/c ■ � � M 0 0 � M � � -- ; � z ,� LIVING R00�1 BATH �2 i W�/ (n I..1.. � � ——— W ——— � � 0 il > � � � ii � o Q : � Q � W.H. ENTRANCE � I � � i A RCH I T ECTUR� : DINING ROOM BEDROOM #2 P L A N N I N G I N T E R I O R S . . . � . . . . � � . . � . . � �. . . . . � � . � . . .. . . � . . . . . � . . . . � � . � . � . . . . . . . . . . . . � . . � . All ideas design arragements and�plans � FRONT PORCH . . � . . � � . indicated or represented by fhis drawings . . . . . . . . � � � � � GARAGE � � � � � � . � � � � � � . � � are owned by and the property of this office � � � � � . . . � . . . . . � . � � � � � � � � � � � � � . . . � and were created evolved and developed for � . . . . . . . � � . � � � . � � � ' � � � � � - � � . � � � �� � - � � � - � � � . . . . � � . . . . . . � . � � � � � � � � � use on and in connection with the specified . . . . . . . � . . . . . � . . � � . � . � . . � . � � � � � � � � � � � � � � . . � � . . � � . . � . � �� project.None of such ideas design arrangements � . � � . . _ . . . . . . . � . � . . � . � � . � � � � � � . � � � . . or plans shall be used by or disclosed to any � � � � � � � � � � � � � . . � � � � � � � � � � . � . � person firm or corporation tor any purpose what- i . . . . . . . . � . . . � � � . � � � . . . soever without the expressry written permision � � � � . � � . . . . . . � � . � � � � � � � � � � � � - of Berry Design Studio Inc.oF Juan E.Berry RA. WALL LEGEND , � � EXISTING CONCRETE y MASONRY WALL TO REMAIN PROJECT NO. ,; , � NEW CONCRETE MASONRY 2119 WA�� DATE �� EXISTING STANDARD WTERIOR DRYWALL 06/07/2021 PARTITION TO REMAIN REVISIONS ' � NEW STANDARD INTERIOR DRYWALL PARTITION � 00/00/00 ' ------- EXISTING TO BE `'� DEMOLISHED . SH EET NO f EXISTI�IG FL40R PLA�I 1 /4"='I �_�„ k,i . . . . � . : � . . � . . . � . . � . . : ' . � . . . . �� . . . ' . . - . . . . .' . . . . . . . . : . � . . . . . . . . . . . . . . � . � � � � . . . � � � � � . . � � . . . . . . . . . .. .. . .. . . � . . . . . _ . ;7. � . . . . . . . . . . . . . . . . . . �� . � . . ` . . � . . . . � � . . � . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . � � , . .IIP�V I = r .: . , ". . .. , . _. v. ,. n. :i. .. . . . . h . . . . . � . . . . . � . . . . . � . . . ' . . . � . . � . . . . . . . .. � � . . . . . DEMOLITION NOTES: D ��"''�;�� ``�,�,r s��������� 1. INTERIOR PARTITIONS SHALL BE REMOVED AND DISPOSED AS INDICATED ON THIS PLAN & LEGEN �������3'���� �a��t�`����`� � � ����� � 2. CONTRACTOR SHALL PATCH AND REPAIR DRYWALL CEILING THAT IS EXISTING TO REMAIN. � �� �, � �� �� � � �s�" � �� �tx �� 3. EXISTING DOORS, DOOR FRAMES & HARDWARE SHALL BE REMOVED. (UNLESS OTHERWISE NOTED) �� ,rc��r �� ��� ��� 3�r� � 4. THE CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS & EQUIPMENT TO DISCONNECT, ° ���� �,����� �� ..x �� ^� � ,� , DISMANTLE> REMOVE_& SALVAGE IN THE DISPOSITION OF DEMOLITION IN EXISTING SPACE. �� � " �� � . . . . . . . . �1�."� ..� �tF,�, :. ` ��«�;�� �r ���S„! � 5. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO EXISTING - • • �����•'��'"''��� ��'�•k••• � . . . � � xC'V" F '�� � STRUCTURE OR EQUIPMENT CAUSED BY THIS OPERATION AND SHALL NOT WTERFERE WITH •• �1 ����� �••�• �� k • . . . . . . . . . . . . . . . . ' � . '4 a'�1�zY^ Ir'� .• • F�t , • . . " I T TURE SYSTEM. ... ..��� fh .. .����� .. ... EXISTNG S RUC ��� `�.�{�5� -�� • { •����• �����rcr ���,�''��� ���� r � a.c.+n �`" �r a •�• 6. UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA SHALL BE CLEANED OF ALL DEBRIS AND �•• �•�'����� ���• ��� �1 � ��� � •• • ��,4���� •�,���� � �i�• •�• �rYi z'�'�,s.'s���� � ��''��i i��� • � �r a ����.����� � � •• ������!� �xa�y���� •r���• PREPARED FOR NEW CONSTRUCTION. �,� � ���� 7. EXISTING CONDITIONS NOT SHOWN ON THIS PLAN SHAL� BE REVIEWED WITH DESIGNER OR CLIENT ••• •• `���`x��•�� �' �' •' TO REMOVAL • ��� ��•�'"�s�•`�����,� • • '�'�+� ►',���� r��,�,��• •�• 8. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES AND SAFETY BARRIERS AS � •� �� •� •• � � ������ •• y• �,�; �� �,����a�s • � • REQUIRED BY WORK, CONTRACTOR TO PROVIDE DUST CONTROL MEASURES. -- �� ���� �y+� �� � � � � ���������.������ "��-�. � 9. WHERE EXISTING TILE FLOOR IS T0 BE REMOVED, CONTRACTOR SHALL PREPARE SLAB TO BE LEVEL & SMOOTH, READY TO RECEIVE NEW FINISH. C� 10. CONTRACTOR SHALL REMOVE AS INDICATED FINISH PLAN, SURFACE SHALL BE PREPARED T0 RECEIVE NEW FINISHES. e��c. a� BSYuirERE �3�oi +� . MIAMI FLORIDA 33133 11. CONTRACTOR SHALL LOCATE, IDENTIFY, STUB-OFF AND DISCONNECT UTILITY SERVICES THAT ARE T E � 3 o s 3 1 0 4 6 a a NOT INDICATED TO REMAIN. FILL SLAB WITH SAME F1RE RATED INTEGRITY. REMOVE ALL eEORooM #a ;�a�bdsa��n�ce�t o c rn n i�.c o M ' ELECTRICAL WIRE, J-BOXES, HOOKUPS, ETC., IN EXISTING PARTITIONS AND TIE-OFF AT SOURCE. REMOVE AND PLUG WATER LINES AT SOURCE. (ONLY IF SO DENOTED) 12. ALL ITEMS OF SALVAGEABLE VALUE, AS DETERMINED BY THE OWNER, SHALL BE CAREFULLY �� pF. F�pR REMOVED, CLEANED, STORED AND TURNED OVER T0 THE BUILDING MANAGER, CONTRACTOR TO �Q'��'���IQU�' j4 i o F`�`•, oi a«Exsr�,�rEaaa �•'`,�� •9 OBTAIN A RECEIPT: THESE ITEMS SHALL BE STORED FOR THE BUILDING IN AN AREA DESIGNATED : u ��R�µo �•. � � � � I NSUTATONTOeE � � � � � �� REROVE�/.ND BY THE BUILDING MANAGER. i A�Eow,��� • :� _ hp� • . . . . . . . . . . . . . I�. � NS�U�IATONASNOTEO. . . . . . . . . . . . . � . � . . . . . u .^ � �. 13. CONTRACTOR SHALL VISIT AND INSPECT THE SITE PRIOR TQ BID. __� � ��'; AR009 48� ��V 14. ALL CEILING FIRE ALARM DEVICES (SPEAKERS, SMOKE DETECTORS) SHALL REMAIN, CONNECTED T0 ---�' C�•••.,.. ' .,::�� EXISTING SYSTEMS. (REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION) STFRF p'��G�� MASTER BEDROOM - 15. ALL EXISTING A/C pUCTWORK, DIFFUSERS (RETURN/SUPPLY) AIR DISTRIBUTION CONTRACTOR ii SHALL REMAIN. (REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION) � ui ---� �uan E.Berry R.A. i M A S T E R FL.Lic.0091484 " 16. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES AND SHALL PROTECT THE BUILDING i ni c�oser ii� i i STRUCTURE AND ALL EXISTING MATERIAL AND EQUIPMENT NOT SCHEDULED FOR DEMOLITION. �� ° i ii i� 17. CONTRACTOR SHALL COORDINATE TO ENSURE UTILITY SYSTEMS REMAIN IN OPERATION AS NEEDED iii i° i � TO ACCOMMODATE DEMOLITION �ACTIVITIES. COORDINATE INTERRUPTIONS TO UTILITIES WITH THE i iii : __�-_ II�i i �i!I OWNER'S REPRESENTATIVE AND ARCHITECT. COVERED I� w 18. CONTRACTOR SHALL PRACTICE ALL PRACTICAL CARE TO PROVIDE DUST AND NOISE CONTROL rERR,acE i� MASTER BATH PROTECTION. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION: ______ i -'� ------ � \�� � � BEDROOM #3 . 19. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OPERATIONS, COMPLY WITH i � � � i i � ii APPLICABLE REGULATIONS, LAWS AND ORDINANCES CONCERNING REMOVAL, HANDLING AND i . ❑ i �� ----- PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTfON. __=___� __ --- -------------- --_-_- z 20. CONTRACTOR IS RESPONSIBLE FOR PROVIDING (FURNISHING AND INSTALLING) ALL ITEMS i ii�- T �i f. ------ rrrT------T��� --- i iii � 'i i i ii � �, �i � --- O DESCRIBED IN THE DRAWINGS FOR A COMPLETE 1NSTALLATION REGARDLESS OF WHERE -0R HOW IT �------�w---�-cooKroP T�i � �� � � V � \� � � F°°A'��^"°T`R�R I I� o �I � �-1---------�J iNs�u,oH.oee � . i T IN TR CT CONTRACTOR SHALL , �� ��_� � i REP����°��� IS SHOWN, UNLESS TNEY ARE MARKED N. .C. (NO CON A . �----- �------�i FO0R1NG8 ) i Q - INSULPTONASNOTE0. �� rr==�� � i � COORDINATE AND FACILITATE INSTALLATION OF ALL ITEMS FOR WORK MARKED NJ.C. ,REFER TO i i ii i L�R,NGpNp„rEq,oa i � O 1�2 JI I ��s��A,o�roaE � � � � ` DRAWINGS. i r=�i i R�^aEo;�r���, i . . . . . :� . . . . . � ' �� i� FLOORN�6^ � .i. ' . . � . � . . . � � . . � KITCHEN �s��a*oH�Horeo 21. CONTRACTOR SHALL OBTAIN ALL PERMITS WITH APPLICABLE BUILDING DEPARTMENTS AND SHALL ��-J� � � � a� ----� � � � OBSERVE AND FOLLOW ALL APPLICABLE QRDINANCES AND CODES. � � � F===== � I i 22. THE LATEST VERSION OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION BY �� i i I U � � �---------------- i �«�sr���rEROR i i � � . . . . . e�ooaNcnNo � � �. �BATH 2 �. �. � � � � . p UUTONTOBE I � � I � I LIVING ROOM eMoveonno THE AMERICAN INSTITUTE OF ARCHITECTS SHALL APPLY. �� i i �EPw��w.��� � _ # i Z = M ��a�o a �,_ � ���a,o���o.Eo i � _ �----------------a � �,r� 23. CONTRACTOR TO SUBMIT UNIT PRICES FOR ALL MATERIAL AND LABOR COSTS. ---- r-- � I W F' M ----- � ----------------- 24. CONTRACTOR SHALL INSPECT THE DEMISED B U ILDING A R EA A N D FAM I L I A R I Z E H I M S E L F W I T H A L L i � � W J �«sr���rER�oR � Z u- EXISTING STRUCTURAL MECHANICAL AND ELECTRICAL CONDITIONS INVOLVED IN THIS CONTRACT. i i F��R���o W ' I I F"M�EONtOBE � .. Fecu�cEovnrHNEw � 25. CONTRACTOR SHALL: NOTIFY ARCHITECT OF ANY DISCREPANCIES IN DIMENSIONS IN THE PLANS : � i „���o„�,�rEp �,��I1 � � � AND FIELD CONDITIONS AND DISCREPANCIES IN PRODUCTS SPECIFIED. IN CASE OF DISCREPANCY � � � �� W �t------- - O ------------- ------�, . . i ---- �Q F- � _ IN METHODS OR PRODUCTS & MATERIAL, MOST EXPENSIVE SOLUTION APPLIES. �--- - - - -------------- ------ 26. ALL CONSTRUCTION DELIVERIES ARE TO BE COORDINATED WITH THE BUILDING MANAGEMENT. i i � ENTRANCE ii � � � i 27. GENERAL CONTRACTOR SHALL COORDINATE AND ARRANGE USE OF TOILET FACILITIES WITH F====�� \`� ii -----� i i � p <C BUILDING MANAGER AT A PRE-CONSTRUCTION MEETING i i owwc RooM �� i \�'�� ii � BEORooM #2 i � a � 28. CONTRACTOR SHALL REMOVE, CUT AND PATCH ALL EXISTING CONSTRUCTION AND FINISHES AS i i \� � `_� ��i i i ,'��� i �ii � ` REQUIRED TO PREPARE THE PREMISES FOR NEW WORK AND ALTERED WORK. � i �o�Na�arERaa 29. FOR ALL DEMOLITION WORK AND REMOVAL OF CONSTRUCTION DEBRIS, THE CONTRACTOR IS TO � � i� �RE'°E°""°BE A R C H I T E C T U R E nuexisripoNrEaaR �____ � FRONT PORCH I RevuceowrtHNe�v FLOOP NG 8 c A R a,c E ��.�a�;aaE � i V ��.o���orEo P L A N N f N G - COORDINATE WITH THE BUILDING ENGINEER IN ORDER THAT IT WILL NOT INTERFERE WITH THE REP°�Eo�°��� i i � I N T E R I O R S . . . . . . . . . . . . . . . . . . FLOORNG 6 � � . � � � . � � � � � . . � TONTSNOTED. I. I . . . . . . . . � . . . . . EXISTING TENANTS AND THE USE OF ELEVATORS, ETC. 30. ALL EXISTING SURFACES THAT ARE WITHIN THE SCOPE OF NEW WORK SHALL BE EXAMINED FOR � . � . . . . . . . . . . .. . . . . � � � . � . � All ideas design azragements and plans� CRACKS, WAVES, IMPERFECTIONS AND IRREGULARITIES: ALL SURFACES SHALL BE EITHER PATCHED �"a�°a`edo`�eP`eSe"`edbY�h�sd�aW��9s .are owned by and the properry of this office .� � , : : . : . : . � . : . � .. : � : . : . � � .. . . . :. , � � : . : . : . � . . . . � . � � � � � � � � - ' � � � � � � . - � � �. . and were created evolved and developed for OR PLASTERED AND MADE READY TO RECEIVE NEW FINISHES OR MADE TO MATCH OR ALIGN WITH "Se°"�'a'"`"""e°`'°"`"'t''t''esPe°"'ed ALL EXISTING MATERIALS AND FINISHES. i i i i WALL LEGEND P P vP p � project.None of such ideas design arrangements . � I I I I or plans shall be used by or disclosed to any erson firm or cor oration for an ur ose what- � � � � � � � � soever without the expressly written permision 31. REPAIR AND RESTORE, TO MATCH AND ALIGN WITH ALL EXISTING MATERIAL AND FINISH, ALL i i i i EXISTING CONCRETE FLOORING DEMOLITION NOTES: o+Be«Yoes�g�s��d�o���.o��U�,e.BerryR.A. . - L J_-----_y ..I �� . . . . . ` WORK BEYOND LIMITS OF NEW WORK THAT IS DAMAGED OR ALTERED DURING THE EXECUTION OF i � MASONRY WALL TO REMAIN` THE woRK iN THis coNTRacT. � � ALL INDICATED EXISTING INTERIOR FLOORING AND 32. ALL CONSTRUCTION WORK PERFORMED ON OTHER FLOORS / TENANT SPACES, THE SPACES ARE i i � NEW CONCRETE MASONRY SOUND INSULATION TO BE REMOVED AND REPLACED � � WALL TO BE RETURNED TO THEIR ORIGINAL CONDITION AT NO ADDITIONA� COST T0 EXISTING TENANT i i WITH NEW FLOORING AND SOUND INSULATION AS , , ��� EXISTING STANDARD PROJECT NO. OR OWNER. CONTRACTOR SHAL� OBTAIN WRITTEN PERMISSION FROM THE OCCUPIED SPACE AND � � NOTED. 2,� ,�9 , , INTERIOR DRYWALL THE OWNER PRIOR T0 PERFORMING ANY WORK. i i PARTITION TO REMAIN 33. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE THAT OCCURS TO THE EXISTING BUILDING, � i � NEW STANDARD INTERIOR ALL SURFACES MUST BE CLEAN AND READY FOR DATE OTHER FLOOR AREAS AND TENANT SPACE CAUSED BY THE NEW CONSTRUCTION. ' i i DRYWALL PARTITION APPLICATION AS O6IO7IZO2� 34. ALL SPRINKLER HEADS, DOWNLIGHTS, SPEAKERS, SMOKE DETECTORS AND ALL OTHER DEVICES, i i =__`__= EXISTING TO BE PER MANUFACTURES REQUIREMENTS AND REVISIONS UNLESS OTHERWISE NOTED SHALL REMAIN AND OR BE REUSED/RELOCATED. (REFER TO i i . DEMOLISHED SPECIFICATIONS. ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION) i i O� OO/OO/OO 35. ALL PENETRATION FIRESTOPS FOR METAL PIPE AND INSULATED PIPE SHALL BE IN ACCORDANCE � � i i WITH UNDERWRITERS LABORATORY TEST ASSEMBLY UL 1479. i i � 36. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE FIRE ENVELOPE DURING DEMOLITION AND i i ��� � �� �oNSTR��T�oN. ; ; DEIVIOLITION IFLOOR PL/�I� 1 /4 -1 -0 4,� : 37. CONTRACTOR SHALL NOTIFY DESIGNER OR CLIENT OF ANY EXISTING CONDITIONS NOT SHOWN ON i i S H E E T NO THIS PLAN AND SHALL REVIEW THESE PRIOR TO PROCEEDING WITH WORK. � � i i 38. ANY ELECTRICAL & PLUMBING LINES WHICH REQUIRE REMOVAL AND/OR ALTERATION CONTRACTOR i i SHALL CAP & FILL SLAB/PARTITION WITH SAME FIRE RATED INTEGRITY. i i i i 39. ALL EXISTING FIRE EXTINGUISHERS SHALL REMAIN, UNLESS IMPACTED BY DEMOLITION. STORE � � � i i EXTINGUISHERS W IMPACTED AREA SHALL BE STORED FOR REUSE IN TENANT SPACE. � � G ENERAL NOTES : PROVIDE 2/4 BLOCKING AROUND . � . . � . ,�,.y�.e� �'s��r.�sa���.u�lr t��'.:<�`���3..�.: ��`�"* '•: ��'�'€. �:afi" All work should be in accordance with the requirements of the actual florida OPENINGS. INT. DOOR OR WINDOW ���;y£� �������y������ JAMBS TO BE SELECTED BY OWNER �3_' � ����'�� 2020 7th edition building code. zonnmg requirements and other applicable ��.� ������ �,�x��J municipal requirements. OR PROVIDE PRE-HUNG ASSEMBLY. � � �f ; ,�$ , : _. ; : ,�����, �� ��� Before performing any work or ordering any materials, the contractor shall �,���, � � �� _ verify all dimensions and conditions of any existing and new work and shall UNDERSIDE OF EX. STRUCTURE. ����' :.: ���� � - be responsible for their accuracy. any differences found shall be submited to �` �„ �'�� l ���� � ��,.� . • Y��.'� g;��.��• � `�`"y• •�• architect or egineer for verification before proceeding with the work. , '•• �: �����:;._ . ���� .' - -- � n •��y���c`�a�����t����x't� • � ��• NEW FLOORWG LEGEND 10-0 MIN. AFF. TYP. ..�•.i��� w�§������� ��� . � The general contractor shall be held to have examined the site with respect o �. fi� ��� _�, �3� .•� ••• to all existing field conditions and to have fully examined the complete set of TOP METAL RUNNER. ATTACHED TO .""::����":"�:��:���� ' .. . � {�.,. .. ��* .:� .. � � EXISTING STRUCTURE. 22 CAL. � � � �� ��` � �� architectural drawings as prepared by others, and shall be responsible for 10 NEW F�oORING BY OwNER ON • "' "��'� :.�:�::������p v� � ��� }� , .. the condition and insertion of this drawing set as is included as part of the INSTALLED AS PER MANUFACTURES SHOTS MAX. 1/2�� LOND @ 12 �� O.C. ••� '+��� • � �-� �•.,.... � HAND RAIL � �'rs` �'�� "^,,�� � `���"� -� � original drawing set. � SPEC. CONTRACTOR TO PROVIDE TOP AND$OT. ;••••,���������r������„����' •. eEORooM #a SPEC.AND SAMPLE. ' �'������'�"�������•` ••� 9 g p ASSEMBLY AS SHOWN WILL • � .��� ��� ��� �����.. ... The eneral contractor shall locate all eneral reference oints and take .. .,��� �. s�, .z ��� . . ,� �� '�����..,....��.� �� ordina recautions to revent their disru tion. each rime subcontractor ;; �_� �`�����• t�� �_���������.� ry P P P p , RESIST 5 POUNDS PER SQ. FT. � ��� � shall be responsible for layout of his own work and shall be required of and %� '� i! NEw FLOORING AREA: ������� �� ��: � � << ; � � � , WIND LOAD INTERIOR. � � � - � � , � , a�- ��,.�� ----- -- ' ' �---------------------- --- BEDROOMS Z REJECT for his work. he shall be responsible for all lines, elevations, messurements, ---------- ----------- - ------------% �; ;� ' . , and others as may be required of and for his work. he shall be responsible ',� INTERIOR SOCIAL AREAS � 4�� sPHERE for verifying all figures and details shown on the drawings which relate to his M work, prior to laying out the work. he shall be held responsible for any error t3�-,°� • resultin from his failure to take such recautions. TOTAL NEW FLOORING AREA 1180 SF zsao S. BAYSHORE DRIVE 9 p : � 3 5/8" METAL STUDS 25 GA. B�o�. A s��TE 301 Divisions of the work for subcontractin ur oses shall be as er the eneral ; �, METAL STUDS @ 16" O.C. - (GARAGE) T�E M�3 0 5�3��0 4 6�B a ,I _ g p p p g juanbdsarchitect�G M A I L.0 0 M �ontra�tor�s d�re�t�on. TYP. STAI R RAI LI NG DETAI L ' It shall be the res onsibilit of all subcontractors to have examined and Ma;sTER 5 5/8" GYP BOARD ON EA SIDE. II p y aEORooM DUROCK BOARD AT WET AREAS. reviewed the complete set of working drawings, and /or specifications and to � GENERAL STAIRWAY AND RAILING NOTES: provide labor and material for their respective area of work for a complete �� pF.,F�pR and finished installation in compliance with the intent of the drawing and /or Q, .•• '••. l specifications, whether it is indicated or not. all work. whether indicated or �s c�os� w � 1. PICKET SEPARATION AT ALL RAILINGS, WCLUDWG ��:` QUF ''�9 - - ` _ BOTTOM METAL RUNNER STAIR RAI�INGS MUST REJECT A 4" DIAMETER � ;� .�`'�s': � not , shall be in compliance with all building codes and ordinances which are § SPHERE SEE RAILING DETAIL , ALL RAILINGS TO BE � �i�'• :r-, �: applicable to the project. , . . , ,�•.,,� DESIGNED AND FABRICATED TO WITHSTAND A 200 . ' LBS. FORCE IN ANY DIRECTION. MANUFACTURE TO Am'; AR009148�4 'C.�', Subcontractors shall coo erate with each other and with the eneral TILE OR CARPET �' '•. :;�`� p g SUBMIT SHOP DRAWINGS FOR BLDG. DEPT. �' •., ,o contractor to provide materials and labor that are necessary in each other's � APPROVAL. STFl��p'p,�.G�� , work at the proper times so that the construction schedule is not affected. covEREo � these interfacings shall be the responsibility of the subcontractors whose 7ERRACE MnsTER enTH 2. RAILINGS MANUFACTURER TO SUBMIT SHOP ,1uan E.Ber R.A. work is affected as such. all work shall be performed by qualified 1� DRAWINGS TO ARCHITECT'S APPROVAL PRIOR TO F�.�ic.oos�iasa � BEDROOM 3 'v � . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . N . . c ntrac rs in s rict accord nce with man facture s s ecifications. _ o to t a u p TYP. I NTERIOR PARTITION 1 -1/2�� FABRICATION. ALL RAILINGS SHOULD COMPLY WITH ' NFPA 101-5-22.45. Product manufactures indicated in schedule and /or on plans were � � a , selected based upon quality, style, size , color, etc. and are not intended to � "`Z��� 3. SAFE GUARD RAILING SHALL BE 42"1N HIGHT AT restrict competitive bidding. products "equal to" intended to be used as ----------------- LANDING AND STAIRS 36" IN HIGHT AT HANDRAILS. . . . . . . . . . . 1'-d' 71'-0" 3'-11" . . . . . substitutes are subject to architects approval in writing prior to product ----�- ----------- REF. ovE" N v PICKETS SPACED TO RESIST A 4° SPHERE AND purchase and installation. i M�cRo 2 BOTTOM RAIL NOT TO BE HIGHER THAN 2"AFF. ; � � 1 2 x a woo�BACKiNc REFERED TO FBC FOR CONSTRUCTION � 1 a,T TOP oF wau REQUIREMENTS. PROVIDE EGINEERING SHOP DWG. This drawin g packa ge is based on documents, s pecifications and releated ' � I information provided by owner and or owner's agent. ' �� � � cABiNET FOR APPROVAL FROM THE BUILDING DEPARTMENT ; KircHEN � �' PRIOR TO FABRICATION. —I . <�-�� <:-,° I n�o INTERIOR PARTITION 0 The design information indicated on these plans is intended to be a - ; � � • wiTH s a nnETa�sru�s dw 4. S T A I R G U A R D R A I L S T O C O M P L Y W/ F B C S E C T I O N complete and workable systems in accordance with all products � r--� � � @ �s��o.c. manufactures' specifications, existing and /or proposed, building design, _,b I DRAWER I ; R312 AND R4403.7.3. z field conditions, etc. oR�w R �---� � b eATH �z i TOP OF PLATE O ; � � - Architect shall be notified prior to start-up of construction, should existing -� coo�roP I� uvtissc o � Q conditions vary from drawings by greater than 1". p�,�, R - � � BasE caBitvET ' � r—— � I ,z-„• � � The general contractor or subcontractors shall be held responsable for the � � O � � removal and disposal of materials and items commonly referred to as PANT Y � w�NE � I � W "dibris" or determined by the remove all specific items indicated on � � � �-_� � 3.,� - — -- — -------__ : SECTION Vf EW � drawings, also remove any other item or construction architect to be refuse. -----`--- -- — N.T.S. W � The general contractor shall have made all required provisions for the N i z � M r e m o v a l o f d e b r i s f r o m t h e s i t e, h a v i n g c h a r g e s, d u m p i n g f e e s, e t c. , i n h i s ,�-0. � i : W � M ori ginal bid submission. � BEORooM �2 0 � c� FOYER e s..§ e., 6. N �a DINING ROOM h § 2 X 6 PT � W �y The general contractor shall provide and install signage, barricades, �A ' Z BREAKFAST fencings, lighting, etc. as required for the prevention of personal injuries to A �a oF � � W the owners, its em plo yees, re presentatives, clientele, or others within the ,3 sQ � � area of construction. � � W O " O � 0 0 i- � _ Protection devices to be installed shall comply with the requirements of all � � � ,,�2.. local' state and national governing codes. the general contractor shall take CAB�N ETS p Q a•-r a�-s^ s�-�a� a-r r-s� s��o^ z�-a� � Q ordinary precautions to prevent their disruption during the course of work. CAB�N ETS � Q � � WALL LEGEND General contractor shall take ordinary precautions to secure and protect ——— ——— ———-———�'—`—T —— ——— y - materials to be relocated orwarehoused as determined by the owner. �`' . . a;` � EXISTING CONCRETE HIGH CABINETS LEGEND I FLOOR p ' ° e MASONRY WAL.L TO REMAW � sTAiRs�oN ANo A R C H I T E C T U R E Prior to the start of any work, contractor shall secure all permits, IIC@t1SG'S; P L A N N I N G � utility connections confirmations, govermental approvals, etc. all prime �---------------- e � ' � � NEW CONCRETE MASONRY � N T E R � o R s permits, impact fees and any other special condition that arise beyond the WALL normal scope of the project shall be paid by owner unless stated in the '�-5�� 9�-,� 6�-,�� ,�-5� � � � . � � � � � � �O. . �/�I J I�)1 V V. J.I A N D A R D . . . . . . . . M ETAL .. All ideas design arragements and plans � . construction contract. INTERIOR DRYWALL ST�J�S. indicated or represented by[his drawings. .. . .. . . . . . .. � � � � �� �; �.: �: . �: �� .� . . �.: . �� �.. . � . . . .. . � . � .: � �.: �.: �� �� . � � . . . � . . . . - . . � � . . � . � and were created evolved and developed for . CABINET MODULATION 2�GAUGE are owned by and the property of this office All new fmishes (wall ceiling/floor/trim/decor), are to comply with FBCB NEw PavER PARTITION T0 REMAIN �Seo��,d;��o���t;o�W;th,hespe�;,;ed � � � - WALKWAY BY� � � � � � project.None of such ideas design arrangements . Chapter 8, forflame spread and smoke development classification. I I oTNERs � NEW STANDARD INTERIOR o�P�anssha��be�s�bYo�d,s��osed�o�,Y � � � � � � person firm or corporation for any purpose what- I oRAWER � DRYWALL PARTITION . I I . . . . . . . . . . . . . soever without the expressly written permision - %21nch maximum thresholds orfloortransitions inside the unit. FBCB _ ___________ TYPICAL PARTITION REINFORCEMENT FOR ofBerryDesignStudiolnc:orJuanE.BerryR.A. - �o�0.�.5& �3. L--J ,;; ;; ___== CEI�ING/SOFFIT ABOVE WALL-HUNG CABINETS/PLUMBING FIXTURES ; � ;� w � � � � N.T.S. Habitable spaces shall have ceiling height of 7 feet minimum FBCB ------------------ -------------- ---------------- -------------- ------------------------------------------------------------------------------------------------------------- ---------� � ; �--------- ----- �; 1208.2-EXC 4 „ � /� ��_ � �� _ PROJECT NO. Contractor to provide sound insulation with a min STC of 50 in partition walls P RO POS E D F LOO R P L�N � ,'�"1' �� �O � of dwellings/sleeping unit separation or against public or service areas in 2119 compliances with FCBC 1207.2 NORTH DATE SCOPE OF WORK: UNDERSIDE OF EXISTING STRUCTURE 06/07/2021 INTERIOR DOOR SCHEDULE PRIVATE RESIDENCE FRONT COVERED TERRACE ENCLOSURE AND INTERIOR RENOVATION. REVISIONS 000R FRAME H�wR �-----------, RECESS LIGHT BEYOND SYM. ROOM WIDTH HEIGHT THK TYPE ELEV MAT'L MAT'L FIN THRES QT. SET REMARKS LEVEL OF WORK II � � � OO/OO/OO � � �q BREAKFAST/GARAGE 2'-10° 6'-8" TBD SOLID CORE I TBD TBD TBD NO I ADA - ENCLOSURE OF EXISTING FRONT COVERED TERRACE. - EXISTING KITCHEN RENOVATION. � i 1/2 DRYWALL ON 3-5/8" METAL STUD , , - OPENING ENLARGEMENT TO BACK YARD COVERED TERRACE. ; ! FRAME ATTACHED TO UNDERSIDE OF iNTERioR �ooR NOTE: CONTRACTOR TO VERIFY ALL FIELD DIMENSIONS, NOTIFY DESIGNER OF ANY DISCREPANCIES IMMEDIATELY. - INTERIOR RENOVATION INCLUDING: STRUCTURE W/ 22 CAL. SHOTS MAX sAFETY c�Ass NOTE: *NEw F�oORING 1/2" LOND @12" OG. THRU STUD. NEW KITCHEN LAYOUT WITH APPLIANCE AND CABINET REPLACEMENT S H E E T NO *LIGHT FIXTURES REPLACEMENT. PLI ABLE SAFETY GLASS CLASS II (2) SHALL BE PROVIDED IN HAZARDOUS AREAS AS DOORS, BATH ENCLOSURES, WALLS, RAILINGS, FENCES, ADJACENT TO STAIRS, * TYP I CAL SO F F I T D ETAI L � � I�" (I F AP C ) RAMPS, ETC. AS PER FBCR 44102.6.2. ELECTRIC PANEL RELOCATION. - -ROOF REPLACEMENT (BY OTHERS) � . . . . . � � . . � . . � . . . . . . � � . � . . � . . . � . � . � . � . . � . . . . - . . � . � � . � . � , . . � . � . . . . . . . . � R.:� v7��`��,��'��'j� '�`� .,. . .. . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . � . . � - . . � . . . .. .� . � .. . . . � . "'�'�:.Y����,�k d^��'��.��t�� . . . r +�:,�: r ���`, � ������� �#�� . . . . . . . . . . . ���.: � � ���r . ^�'�' � �' yw'r � 2�� :� ���, � ���'�� "� � � e� " ���' rk��;, �� �� �"� f�'� � - . � . . � � . . . . . . � � . . .. . � � . . . � � � . . � � . � �.-��'=�-�'.�? 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'�`��-��'y�,� ��� ��� � : �"��� ��s.;�; 2640 S. BAYSHORE DRIVE . BLDG. A SUITE 301 M(AMI FLORIDA 33133 T E L 3 0 5 3 1 0 4 6 8 4 : 11� 1 �� juanbdsarchitect�G M A I L.0 0 M EXISTING SOUTH ELEVATION . 1 /4 -1 -0 � �F F�4 ��P��,,...Q�F.,p1.o9 . ;� . . ;�� ��;: . :� h-�: : ��n'; AR009148� ;'C.~i . ��,..,. .;•,��, S�,FR ED��A�G�� Juan E.Berry R.A FL.Lic.0091484 � � _ � �o z EXISTING �IORTH ELEVATION. 1 /4"=1 -0 � Q --- > � o '� z w � w � U cn � � Z = M ' W F— M 0 � M � z �- W � � L1J L.I.J � �p F- � _ � � � � � o Q 0_ �C � A RCH I T ECTUR � P L A N N I N C� . I N T E R I O R S . . � . . � . . � � � � � . � .. . . , . C����' �� ���� ������'O� ■ � /�„=� ,-0„ � . . . . . . � . . . . . . � . . . � .. . . . .� All ideas design arragements and plans . Gindicated or represented by this drawings � � � � � � � � � � � . �� . � � � . � � � . � � � � � � � � � � . � � . � . � . . . � are owned by and the property of this office . � . � � � . � � . � �� . � � . . . � � � . and were created evolved.and developed for � " � � � � � � � � � . �� � � � � � - � - . � � � � � � � � � � � � � � � � . � � � � � � � . � . � �� . � . use on and in connection with the spedfied � � � � � � � � . � � � � � � � . � � � � � . � . � � � � � . � � � � � � � � � . . � � . . . . . . . . �. � � � project.None of such ideas design arrangementg � � � � - � . � � � � �� � � � � � � . � � � � � � � . � � � � � � � � � - . � � �� � � � - � � � �� � � �� . . . . . or plans shall be used by or disciosed to any � � � � .. � � � � . � � � � � � � � � � � � � � � - � � . . � � . � -. � . � . . � . . . . person firm or corporation for any purpose what- . . . . � . . . � . . . . . . . . . � . . � . . � . . � . . . � . .. . . . . . . . . � . . � . . � .. � . . � soever wiihout the ezpressly written permision� . . . .. . .. . . . . .; .. _ .. .. .. ... . � � �.: �: . �.. ��. � ��. . -: �: ��. � �.: ': .. ��. . -: �- . �.: �: �.. . .. ... . . .. � . � � . . of Berry Design Studio inc.or Juan E.Berry R.A �� . PROJECT NO. 2119 DATE 06/07/2021 REVISIONS � 00/00/00 SH EET NO _ EXISTING EAST ELEVATION . 1l4"=1 �_p�� . � _ ;: ..: � . ...: .: ,:. n.. ., .. � .:_ __.. ... �_ ._ :-. . .. . .. - . . . . . . . . . ' . . . . � � . . . . . . . . . . . . . . . . . . . . � . . . . � . . . � . . I � ��r����`�`��c��'�� ��'����,��#a . . . . . � . � . � . . . . . . � . ' . . . . . � . . � . . . . . . . . � . . � ��*�l�� ,�^s,�`',�. �"k���a ����""� . . . . I . . . . . . � . . . . . . . . . . . . . . . . . . . . I . � . � . . . . . . . . � . . . b):i��k�"''��.. �,y„ 44�,�F� 44� . � � . . � . . . . . . . . � . . . . . . _ . � . . . � � . � . . � . . . . . � � ��,� � ���� � £���� . . . . . . I . � . � . . . � � . � . � . � . � . � . � . .. . . . . . . I . .. � � �'.�� ,.� ��. a� ��s����a j WO K�F � ���r �������' u+ �T . . � . . . . I . . . . . �. . . . . . . � . . . . .. . . . . . . i . � .. . . . . . . . . . . . . . . . � . �f�2"J � S�`,f:,'Vk t"' h . . . . . . I . . . . . . . . . . . . . . . . . . . . . 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J�;,,t �' ai„�c<��FC I I •• �� ' ��,��a �� � �� � . � I W `� W I � :,�k"�'� � ' `��# � �� � I I � � � � •�� i�a��� ��r�i��`���• �i� i• � ����'� ,� �.; �� � •r• •�„ �*a >��x�����a� . ���� • � " � � 1 � �: � ,h�� x"� , : � d I � � � � � � � � � �� � � � � � �, ���r��r ���a��:, •�i:: •• I O � � ���s.z r � � Q � � •� ♦ r�3�� • � �• �,.� ���� • ���� ��.�'� �, � � • � •�a`� • � • s �: � � I �' � � � � � � � � � � � � � � �s � +�ri�'���,'" � ;�?" � � � � � � � � � � � � � � � � � � � s• s �: ��`��.�i �• ''� ����w�� •�� � ; � 4, EXI ING � � t �� fi ' � � � TO MAIN � � � �� �?�;,�� � �'��'��F �� ZONE4 ����1'PS� � EXISTING �- �I S`���y, .e�'r'�,a � s _� �. � `' " ,��� � ��S ^� � � TO REMAIN � � � � � � � � � � ��� �i�,��,��i i���`���{�#�,�,��, �• � � i � � � � � � � � � � � _ � �� � ���1�t�SF � �.;, o � � � i � � � � .. . ���';, � ����' t.. .. � � � ��:. � * z < � _ � ! ����a�g+���."����`s��� • � � I � E �r 1 I i ... .. , � � �, ,�� � I ��� � � � • • ����c ���� F� ��y�' � 1 � .. . . . . . � . � i� � � . . � . � . . . . . � .. � �� �' �. �" � . . . . . . . � . �. �. � . . . . . � . . . . � �. 11 •������f'� •r1����try'r�.,�'��j •• . . . . . �` ?,� 3 � p�Y r�'��a�dr-�. *T �'� '"4` � I 6 -�� I ��� , j •�• �������� � ♦������ ���; •• � ,� L ,�� � �����t � ���������� � � ,�< ' I �� ��� •���•�� �� � � � � u��,�i�� ^�a�"� ,��, � � � � � � �WINDOW AND DOOR SCHEDULE �� ���� .� � - � , � , , � � � � SYM TYPE MATERIAL EGRESS SIZE REMARKS CASEMENT 2640 S. BAYSHORE DRIVE „- , /I O IMPACT DOOR METAL/GLASS 3'-0"x 7'-0" NOA#17-1115.01 SIW DOORS B�D c. A s u i 7 e 3 o t - PROPOSED SOUTH ELEVATIOIV . 1 /4 -1 -0 M�AM� F�oR�oA 33,33 T E L 3 0 5 3 1 0 4 6 8 4 OSLIDING DOOR METAL/GLASS 11'-0"x 8'-0" NOA#17-0717.05 SIW SLIDING DOORS juanbdsarchitect�G M A I L.0 0 M , OEXISTING IMPACT E METAL/GLASS SEE ELEVATION RELOCATED IMPACT WINDOW � WINDOW I I I � i � WINDOW NOTES: ,�� OF FLoR P�..�,,,.. ,�.�j i i ,` . •U� .� I AREA OF I �.• �''"9 i woRK � 1. ALL WINDOWS TO BE BY SIW IMPACT-RESISTANT WINDOWS& DOORS OR APPROVED EQUAL. WINDOWS SHALL ' ' � I BE A HEAVY DUTY ALUMINUM FRAME WITH PAINTED FINISH ON INTERIOR AND EXTERIOR. FRAME COLOR TO BE ' `�� ��• ' i w w i APPROVED BY DESIGNER AND OWNER. :� - � -<' I J J I , � Z Z � ���, AR00914$�I► ��C~i i ' � �; � , �µ i 2. ALL WINDOWS TO BE IMPACT RESISTANT GLASS,WITH A HIGH TfNT. THE DESIGN OPTION OF WINDOW IS C1�S•'• ,`,`. .''•,��Ck' � �� �� � �.. � � ���, � T • .. •• .� �� w i STANDARD (WITH OR WITHOUT ANY MUNTINS). FRED A�G i � �4 � f� ������ ��� i w ���� . �,��� �� �'� � R��� i a � ��;� � � �'��`'�� �����: : ai - � O � �•�� ��`f '���,��� .' �"`�'�F� '.'' � � 3. ALL WINDOW DIMENSIONS/SIZES INDICATED ARE MODULAR, UNLESS OTHERWISElNDICATED. �w � � � � � EXISTING �� � . ,� �.��'', �"�"�,�� � ' �� " XISTING EXI ING I ��� ` ro Mai �- I Juan E:Berry R.A. � TO REMAIN ^ � � '�' �'„� z�`��a �'k��3 , EXIS NG o REMa I FL.Lic.0091484 i o ����� ` ,����; 2 , ��, �°"� -ro R MAw i 4. REFER TO BUILDING ELEVATIONS FOR CORRECT DIRECTION OF SLIDING UNIT. . ``�''�� � �_ ' i .� �.� ���� ; �.��� ,� �, . �,,� � 4 ��� � t � � ��r �., i i ��,�� ����+53 ��:,�� �����ry i 5. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR DESIGNER APPROVAL PRIOR TO ORDERING OF WINDOWS. � ����r ' ��� 59 S��x @�'y I � �z . r� ��,-�'� � i �:��� ��` > ���v. ���,� i 6. ALL WINDOWS T0 HAVE MIAMI-DADE COUNTY APPROVAL. � ����� ��� ��� �� � �^ .. I : � � � . . . � . � . . � . . � . �i . � . .� . . . . . . � . � . . � . - - . ���"�e}k ���.: bF y. +.'r 1 4 . 'xa K. '°i�� '�;...�. . . . . � . . � . . � . . � . � . . ' . . � . � . I . . . . . . . . . . . . . . . . . . � i 7. WINDOWS AT BEDROOMS WHICH ARE 2ND MEANS OF ESCAPE SHALL COMPLY WITH S.F.B.C. EGRESS � 11 -0 i REQUIREMENTS. i i � � 8. ALL GLAZING WITHIN 60"OF TUB OR SMOWER SHALL HAVE SAFETY GLAZING PER SECTION 3508.4 (B) S.F.B.C. 9. INSTALL WINDOWS ACCORDING TO THE MANUFACTURERS INSTRUCTIONS AND THE APPROVED SHOP DRAWINGS TO INSURE PROPER INSTALLATION AND OPERATION. ' PRO P OS E D N O RT H E L EVAT I O� ■ � I�f"„�� ,�O„ 10. INITIATE AND MAINTAIN ALL PROTECTION AND OTHER PRE-CAUTIONS REQUIRED TO ENSURE WINDOWS ARE IN ACCEPTABLE CONDITION AT TIM� OF SUBSTANT(A�COMPLETION. O 11.GLAZING AT 5 FT. OR LESS FROM THE WATER EDGE MUST BE OF CATEGORY II SAFETY GLAZING-SEE � FBC20-RESIDENTIAL, R308.4.5. a � � DOOR NOTES: z � 1. ALL EXTERIOR DOORS TO BE BY SIW IMPACT-RESISTANT WINDOWS AND DOORS OR APPROVED EQUAL. DOORS SHALL BE A HEAVY DUTYALUMINUM FRAME WITH PAINTED FINISH ON INTERIOR AND EXTERIOR. FRAME U � COLOR TO BE APPROVED BY DESIGNER AND OWNER. z M W � i SUBMIT SHOP DRAWINGSFOR DESIGNER APPROVAL BEFORE ORDERING. UNLESS OTHERWISE NOTED,ALL M JNTERIOR DOORS ARE TO BE SOLID CORE, WITH A FINISH TO BE PRIMED AND PAINTED. 0 � _ W J _ � z � 2. ALL EXTERIOR DOOR GLASS TO BE IMPACT RESISTANT WITH A WRATOG HIGH TINT, THE DESIGN OPTION OF �j.J • . THE WINDOW IS STANDARD (WITH OR WITHOUT ANY MUNTINS). � �j W ' ISTW EXISTING � � O REM N TO REMAIN exisTiNc 3. ALL EXTERIOR DOOR DIMENSIONS/SIZES INDICATED ARE MODULAR, UNLESS OTHERWISE INDICATED. � Uj � TO REMA1 4. REFER TO BUILDING ELEVATIONS FOR CORRECT SWING OR DIRECTION SLIDE OF DOOR UNITS � � � EXISTING � � � ro ReMa,w 5. ALL EXTERIOR SOLID CORE WOOD DOORS, INCLUDING GARAGE DOORS,TO HAVE MIAMI-DADE COUNTY � Q Q APPROVAL. �- Q � 6. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR DESIGNER APPROVAL PRIOR TO ORDERING DOORS. 7. ALL GLAZING WITHIN 60"OF TUB OR SHOWER SHALL HAVE SAFETY GLAZING PER SECTION 3508.4 (B) S.F.B.C. A R C H I T E C T U R E P L A N N I N C� 8. ALL HARDWARE INCLUDING FINISH,TO BE APPROVED BY DESIGNER AND OWNER. I N T E R I O R S 10. INSTALL DOdRS ACCORDING TO MANUFACTURERS 1NSTRUCTIONS AND THE APPROVED SHOP DRAWINGS TO ��� � �� INSURE PROPER INSTALLATION AND OPERATION. A���deasaes�e�ar�a9eme�tsa�d P�a�s P R O P O S E D IIV E S T E L E VAT I O N 1 /4 1 0 �ndicated or represented by this drawings ■ � � are owned by and the property of this oflice 11. WITIATE AND MAINTAIN ALL PROTECTION AND OTHER PRECAUTIONS REQUIRED TO ENSURE DOORS ARE IN andwerecreatedevolvedanddevelopedfor . . . . . � � . . . . . use on and in connection with the specified . ACCEPTABLE CONDITION AT TIME OF SUBSTANTIAL COMPLETION. P�o;e�e.rvo�eofs��n�deasaes�9�ar�angeme�ts � � - � � . . � or plans shall be used by or discbsed to arry � , _ � . . . � . � � . . . . � . � . . � . � . . � . . � . � � � � � . � � . � � � � � � .� � � � � person firm or corporation for any purpose what- . 12. EXTERIOR DOORS AND SIDELIGHTS SHALL HAVE CAT II SAFETY GLASS Soe�e�W�ihou�jnee��ess�yW��ne�pe�m�s�o� of Berry Design Studio Inc,or Juan E.Berry R.A. _ I ADDITIONAL NOTES: i , i iNEW WINDOWS& EXTERIOR DOORS: i 1.ALL WINDOWS&EXTERIOR DOORS SHALL COMPLY W/SECTIONS 2410 THROUGH 2415 OF THE F.B.C. PROJECT NO. i 2. NEW WINDOWS & EXTERIOR DOORS SHALL HAVE MIAMI-DADE COUNTY PRODUCT APPROVAL NOTICE 2� �9 � OF ACCEPTANCE WHICH INDICATES INSTALLATION AND ATTACHMENT TO STRUCTURE REQUIREMENTS DATE iZ SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW FOR ISSUANCE OF PERMIT. I J I � FACTOR OF 1.11 AND SHGC 0.28 �6��7�2�2� � � 3.ALL PROPOSED WINDOWS AND DOORS GLASS TO BE U REVISIONS iw i � EXISTING I a EXISTING TO REMAW EXISTING EXISTING . O OO/OO/OO I TO REMAW TO REMAW TO REMAI � I � I WINDOWS SQFT SUMMARY i � TOTAL SQFT 91.37 I � � i I i i _ , SH EET NO , , , � , � , v � � PROPOSED Ei4ST ELEVATION . 1 /4��_1 �_��� METAL ROUND FITTING R-6 MIN. INSULATION $��������x������u�� ��� POWER ENTRY ���� � � � ���f��� OPTIONS FIELD SUPPLIED SUPPLY DUCT QUADRANT OPERATOR � ���� ����r,�� �; f�� �' BOARD THE S/A DUCT PLENUM IS TO BE OUTSIDE INSULATION �qi,p x�. � �� f �,��. ° PROVIDE INSULATION GUARD ��L ��� ����` ` ���"��� TO BE MECHANICALLY ATTACHED TO 1-1/2 X22 GAUGE METAL � _ � � ��� �,T�z � NOTE: TENT MANNER WITH ALL EDGES NEATLY �� � THE AHU STRAP ANCHORD TO PLYWOOD WHERE NECESSARY � :� >� W SPANSION ANCH. (� 6FT. 1-DUCT INSULATION SHALL HAVE A FLAME UN TOIL MIN. CLEARANCE OF 4 MAX. SPREAD RATING NOT GREATER THAN 25 AND A COVERED WITH AN APPROVED METALLIC DUCT ���<� �'�� ��� p •� IS REQ. BETWEEN UNIT SMOKE DEVELOPED RATING OF NOT GREATER TAPE TO VAPOR-PROOF THE ENTIRE DUCT. ������ k�%����.' � � PROVIDE FIBERGLASS THAN 50. LAPS AND JOINTS SHALL BE SECURED WITH ���'� .�:.. ��d = UPFLOW/DOWNFLOW �� AND WALL INSULATION SEAL TO ���� s�� •� �'�x " SECONDARY DRAIN � WITH A TOTAL WIDTH OF 2-FLEXIBLE DUCT AND CONNECTORS SHALL BE APPROVED TAPE • • ��... .. .. UPFLOW DOWNFLOW CLOSET 12" WIDER THAN MAX 5 FT. SPACING BETW. NECK & PERIMETER OF UL 181 LISTED �•• • a€ •• � ������� �, ' i PRIMARY DRAW THE AHU S DIFFUSER R S6 LMW.�INSULATION T ��� n¢• •� ~�" `� �� • SUPPORT WIDTH. ' ... .. �, .. . �� ,� .�. .. . �„X22'� GAUGE �� ��s�� ,�'����*t`�� ' �� • GAL. METAL STRAP SUPPORT DIFFUSER OR ��� �• REGISTER BAND �� ;�'�`��--� � � . �, .. •• ♦ r��� �� � � �f���� • v� • W METAL SCREW 12 WIRE . «��,�. . ,�=3,����� AHU SHALL NAVE A � # .. s�'+������ .. .. � �..:, d (RESIDENTIAL GRADE) FLEXIBLE DUCT �� �`�'� ''�°�� � ` ' , ... .s �5 .�� �� � s����; , SEAL JOINT WITH • °• � �'��•••�'r• �,��� � e CONDENSATE FLOAT ° ° SEE PLANS FOR CEILING DIFFUSER SEE .. .� . f�, � ���F�... .. : UPFLOW/DOWNFLOW � �, r�.t� f � � „ ����� � SECONDARY DRAIN SWITCH THAT WILL = _ SIZE (5' MAX) PLANS AND SCHEDULE ��}�` �R��' e DUCT SEALER �- •�• •• ���s5`�,��,"�F• ����'x����'�,� � SHUT DOWN THE AHU IN - SEAL JOINT WITH AND TAPE : x:�,;���,�,a.��� .�����'`',��..; :. UPFLOW/DOWNFLOW CASE OF CONDESATE DUCT SEALER CONNECT FLEXIBLE DUCT T0 • �������"'����"����fi��°� � • PRIMARY DRAW - '�• �i�� �s�; ��� :�� ��� •• DRAINAGE STOPPAGE. , . AND TAPE COLLAR WITH 22 GAUGE ��� ...... �� ��� . � i _ � ��� �������� - � i � � � - METAL SCREW�UANDHSEAL �����i��� r��`�������' � � � � � ITH T T P �: .�� � � �� AIR FLO W DUC A E �:��.`�� W TYP. A.C. STAND CEILING LOW VELOCITY FLEXIBLE DUCT � MINIMUM RADIUS� EQUAL TO ONE YPI FLEXIBLE DUCT SUPPORT DETAIL oucT �iaMerER afio�. A� esY��T°E E °3oE T CAL AHU DETAIL , NoScole NoScaie R-6 M�N. MIAMI FLORIDA 33133 �NSU�AT��N T E L 3 0 5 3 1 0 4 6 8 4 juanbdsarohitect�G M A i L.0 0 M 1. coNDENSING urriT FLEXIBLE DUCT CONNECTION DETAIL FLEXIBLE DUCT CONNECTION DETAIL 2. COMPRESSOR ACESS PANEL No sca�e 3. BACK - SEATED REFRIGERANT VALVE No sca�e 4. REFRIGERANT SUCTION LINE WITH INSULATION 5. SIGHT GLASS WITH MOISTURE INDICATOR ' 6. REFRIGERANT LIQUID LINE ,�� OF, F��R 7. CONDUIT - POWER AND CONTROL. MIN�24" , �'<Q:�� QUF •J�.z, 8. REFRIGERANT GAUGE CONNECTION WALL STRUCTUR 9. CONDENSER COIL SEE ARCHITECTURAL •� � GRASSED AREA DRAIN AREA PROVIDE W/P. CAP LOW PROFILE B.D.D. • :�� �t • 10. COIL GUARD AT TOP FOR DRYER. NO SCREEN FOR '^ y�E 11. FAN GUARD SOIL BATHROOM PROVIDE CORROSION ��'• AR009148� ��C~ 12. CONCRETE PAD IF REQUIRED CONDENSATE RESISTANT INSECT INSECT SCREEN G��. .��tr INS ALLRSTAIN ESS STEEL 1/8'E DIAM XCAB EN ACR SS CONDENSING UNIT AND FASTEN SECURELY T0 DRAIN PIPE o ale SLAB fsTFREp�+p,R.G��� STAND FRAME & CONC. SLAB " CONDENSING UNIT TO BE ABOVE FLOOD ELEVATION LEVEL = � � - _ .luan E. Ber R.A. PROVIDE 4-1/2"° ANCHOR MIN. 3" PENETRATION BOLTS ON EA CORNER TO SECURE CONDENSING I I-I I I I I I � �q, I I-I I I-I I I- N 6"CLEAR Fl., �ic.oo9r14s4 HOUSING TO SUSTAIN A HURRICANE FORCE OF 500#. _ _ - � �� � -I ( I-I I I-I I Q NOTE: MAIN AIR DUCT � � I 1-1 I =1 I 1= � 1-PIPING AND FITTINGS FOR REFRIGERANT VAPOR (SUCTION) LINES SHALL BE INSULATED WITH �I I I-I I I.-I I� � ,-� -I I I-I I I-� I I-I/2"X22 GAUGE METAL STRAP ANCHORD INSULATION HAVING A THERMAL RESISTIVITY OF NOT LESS THAN R-4 AND HAVING EXTERNAL NOTE: DUCT FROM U T TO SLAB W/SPANSION ANCH. @ 5FT. SURFACE PERMEANCE NOT EXCEEDING 0.05 PERM [2.87 NG/(S � M2 • PA)] WHEN TESTED IN CONDENSATE DRAIN DRY WELL DIAMETER OF DRY-WELL TO (SEE PLAN FOR SIZE & TYPE MAX. ACCORDANCE WITH ASTM E96. No Scale BE GREATER OR EQUAL TO 2.-REFRIGERANT CIRCUIT ACCESS PORTS LOCATED OUTDOORS SHALL BE FITTED WITH LOCKING-TYPE ITS DEPTH. TAMPER-RESISTANT CAPS OR SHALL BE OTHERWISE SECURED TO PREVENT UNAUTHORIZED ACCESS RECTANGULAR DUCT HANGING DET GAL. METAL STRAP SUPPORT W/METAL 3.-ALL EXPOSED REFRIGERANT PIPING INSULATION TO BE JACKETED OR PAINTED WITH AV SCREW PROTECTIVE PAINT � No sca�e PRoviDE w/P. CaP �ow PROFi�E TYPICAL WALL CAP DETAIL AT DRYER AND/OR TOILET EXHAUST B.D.D. AT TOP FOR DRYER. NO SCREEN No sca�e FOR BATHROOM PROVIDE CORROSION _ RESISTANT INSECT INSECT SCREEN R403.3.6AIR-HANDLING UNITS. NOTE HVAC ABBREVIATIONS GENERAL NOTES . z ROOF STRUCTURE AIR-HANDLING UNITS SHALL NOT BE INSTALLED IN THE ATTIC WHEN A HOME IS BROUGHT INTO CODE VISIT AND CAREFULLY EXAMINE THOSE PORTIONS O SEE ARCHITECTURAI COMPLIANCE BY SECTION R402. AIR-HANDLING UNITS SHALL BE ALLOWED IN ATTICS FOR COMPLIANCE OF THIS BUILDING AND SITE AFFECTED BY THIS SYMBOL DESCRIPTION SYMBOL DESCRIPTION I"- BY SECTION R405 ONLY IF THE FOLLOWING CONDITIONS ARE MET: WORK BEFORE SUSMITTING PROPOSALS, SO AS TO � „ L I.THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN 6 FEET (1829 MM) OF AN ATTIC ACCESS. BECOME FAMILIAR WITH THE EXISTING MD -MOTORIZED DAMPER I-CODES AND STANDARDS: ALL MECHANiCAL WORK SHALL BE IN 6 CLEAR AFF -ABOVE FINISHED FLOOR O 2. 2.A DEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT DOWN THE UNIT WHEN THE CONDENSATION CONDITIONS AND DIFFICULTIES THAT WILL STRICT COMPLIANCE WITH THE FLORIDA BUILDING CODE 2020 7TH _ DRAIN IS NOT WORKING PROPERLY. AFFECT EXECUTION OF THE WORK. SUBMISSION AFR -ABOVE FINISHED ROOF VD -VOLUME DAMPER EDITION AND ALL LOCAL CODES HAVING JURISDICTION. z 3. 3, THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR HANDLER. OF A PROPOSAL WILL BE CONSTRUE AS EVIDENGE AHU -AIR HANDLING UNIT MCA -MINIMUM CIRCUIT AMPS W 4-16d NAILS THRU� 4. 4.A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE HOMEOWNER THAT THE THAT SUCH EXAMINATION HAS BEEN MADE AND 2-DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST PLYWOOD AIR HANDLER IS LOCATED IN THE ATTIC.`SAID NOTICE SHALL BE IN ALL CAPITALS, IN 16-POINT TYPE, WITH LATER CLAIMS FOR LABOR, EQUIPMENT OR AP -ACCESS PANEL MOCP -MAXIMUM OVER CURRENT PROTECTION EDITION OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARD. � THE TITLE AND FIRST PARAGRAPH IN BO�D: MATERIALS REQUIRED BECAUSE OF DIFFICULTIES BHP -BRAKE HORSEPOWER NTS -NOT TO SCALE W • NOTICE TO HOMEOWNER WILL NOT BE RECOGNIZED. PLANS SHOW A 3-COORDINATE DIFFUSER, �RILLE AND REGISTER LOCATIONS WITH U E' A PART OF YOUR AIR-CONDITIONING SYSTEM, THE AIR HANDLER, IS LOCATED IN THE ATTIC. FOR PROPER, GENERAL DESCRIPTION OF THE ENGINEER BTU -6RITISH THERMAL UNIT OA -OUTSIDE AIR ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF z � M EFFICIENT AND ECONOMIC OPERATION OF THE AIRCONDITIONING SYSTEM, YOU MUST ENSURE THAT REGULAR INTENTION AS TO THE SCOPE OF WORK, CFM -CFM CUBIC FEET PER MINUTE OAL -OUTSIDE AIR LOUVER ALL TRADES. = r- MAINTENANCE IS PERFORMED. YOUR AIR-CONDITIONING SYSTEM IS EQUIPPED WITH ONE OR BOTH OF TNE � � W ~ M CONTRACTOR SHALL VISIT THE JOB SITE TO � DUCT FROM UNIT (SEE FOLLOWING: (U A DEVICE THAT WII.L ALERT YOU WHEN THE CONDENSATION DRAIN IS NOT WORKING FAMILIARIZE WITH THE PLACE AND BRING TO THE CD -CEILING DIFFUSER PSI -POUNDS PER SQUARE INCH 4-PROVIDE AIR TURNING VANES IN ALL 90 DEGREE RECTANGULAR DUCT � � PROPERLY OR (2) A DEVICE THAT WILL SHUT DOWN THE SYSTEM WHEN THE CONDENSATION DRAIN IS NOT qRCHITECT/ENGINEER ANY DISCREPANCIES WITH ELBOWS. z 11 PLAN FOR SIZE & TYPE�-► WORKING. TO LIMIT POTENTIAL DAMAGE TO YOUR HOME, AND 'TO AVOID DISRUPTION OF SERVICE, IT IS CV -CONSTANT AIR VOLUME PSIG -PSI GAUGE � REGOMMENDED THAT YOU ENSURE PROPER WORKING ORDER OF THESE DEVICES BEFORE EACH SEASON OF CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL (,V PROVIDE THE ENGINEER WITH SUBMITTALS OF CFM -CUBIC FEET PER MINUTE PTAC -PACKAGED TERMINAL AIR CONDITIONER 5-CONNECTION TO EQUIPMENT SHALL BE VEftIFIED WITH N � PEAK OPERATION. LL � � ALL EQUIPMENT AND MATERIALS INTENDED TO PVC -POLYVINYL CHLORIDE PIPE MANUFACTURER'S CERTIF�ED DRAWINGS. TRANSITIONS TO ALL TYPICAL ROOF�WALL CAP DETAIL AT DRYER AND�OR TOILET EXHAUST USE TO COMPLETE THE WORK. CU -CONDENSING UNIT EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT W ' ' � HVAC MANDATORY NOTES: DN DOWN RA -RETURN AIR FURNISHED. I- � 2 No sca�e - RHC -REHEAT COIL Q W � PROVIDE A FLOAT SWITCH THAT WILL SHUT-DOWN THE AHU IN EVENT OR CONDENSATE DRAW EAT -ENTERING AIR TEMPERATURE 6-DUCT SIZES AND ALL OPENINGS THROUGH BUILDING CONSTRUCTION � � - STOPPAGE NEW KITCHEN EXHAUST FAN SCHEDULE . RPM -REVOLUTIONS PER MINUTE SHALL SUIT EQUIPMENT FURNISHED: - 0 Q ESP EXTERNAL STATIC PRESSURE � ❑ HVAC EQUIPMENT TAGS PROVIDE MINIMUM R-6 FIBERGLASS DUCT BOARD INSULATION HOOD: RS/L -REFRIGERANT SUCTION & LIQUID LINES 7-LOCATE THERMOSTATS, TEMPERATURE SENSORS, HUMIDISTATS, AND � Q � FLA -FULL LOAD AMPS MANUFACTURER ZEPHYR OR SIMILAR HUMIDITY SENSORS AT 48" ABOVE FINISHED FLOOR UNLESS NOTED AIR HANDLER UNIT NUMBER CONDENSING UNIT NUMBER PROVIDE A PROGRAMMABLE THERMOSTAT MODEL - FPM -FEET PER MINUTE SA -SUPPLY AIR -0THERWISE. COORDINATE LOCATIONS WITH OTHER EQUIPMENT, . / � CFM 240-400 SP -STATIC PRESSURE FURNITURE; AND DOOR SWINGS. COMPLY WITH ENERGY VALUES FOR INSULATION OF WALL, ATTIC AND WINDOWS GLASS PROPERTY GPM -GALLONS PER MINUTE AHU-� CU-� SIZE 36"X20° TSP -TOTAL STATIC PRESSURE A R C H I T E C T U R E BLOWER INTERNAL (CBI-400A) KW -KILOWATT 8-LOCATE THERMOSTATS, TEMPERATURE SENSORS, HUMIDISTATS, AND P L A N N I N �, � TOILET ROOM EXHAUST DUCT SHALL BE OF SHEET METAL AND SHALL BE PROVIDED WITH DUCT 6" LAT -LEAVING AIR TEMPERATURE UNO -UNLESS NOTED OTHERWISE HUMIDITY SENSORS AT 48" ABOVE FINISHED FLOOR UNLESS NOTED I N T E R I O R S HVAC DRAWI NG I NDEX CORROSION RESISTANT BIRD SCREEN AT OUTLETS A/C POWER 120V,60HZ, MAX. 3.15A OTHERWISE. COORDINATE LOCATIONS WITH OTHER EQUIPMENT, LD -LINEAR DIFFUSER V/P H -V O L T S/P H A S E FURNITURE, AND DOOR SWINGS. AL� DUCT SIZES SHOWN A R E I N S I D E DOMESTIC CLOTHES DRYER DUCT SHALL BE CONSTRUCTED OF METAL WITH A MINIMUM 0.016 IN CLEAR DIMENSIONS. A��;deasaes;g�a�,a9eme,,,sa„d P�a,;s SHEET DESCRIPTION ISSUED , riAKE uP AiR Kir: ATTIC AND SHALL BE 4' � IN NOMINAL DIAMETER MBH -THOUSAND BTUS PER HOUR M-Q.� HUQC SCHE�ULES � �ETA�LS YES MANUFACTURER N/A indicatedorrepresentedbythisdrawings MODEL N/A 9-REFER TO TYPICAL DETAILS FOR PIPING AND INSTA�LATION OF a�eoW�eabya�dmeP�oPa�ryortn�s arr��e and weie created evolved and developed for M-I.0 HVAC GROUND FLOOR PLAN YES PROVIDE AN UNRESTRICTED I" UNDERCUTTING OF DOORS TO ACHIEVE PROPER RETURN AIR BALANCE DUCT N/A EQUIPMENT. "Se°"a"d�"°°""e°t�°"`"�tn`nesPe��f�ed � project.None of such ideas design arrangements . . . . . . . . . . or plans shall be used by or disclosed to any . 10-TRAPPED CONDENSATE DRAINS FROM ALL MECHANICAL EQUIPMENT Pe`So�f��mo��o�Po�al�o�fo�a�YP��PoseWna�- soever without the expressly written permision' • SPLIT SYSTEM AIR HANDLING UNIT SCHEDULE SHALL BE PROVIDED FOR PROPER DRAINAGE TO SUIT EQUIPMENT orse«Yoes�g�sr�d�oi��.o���a�e.ee�ryaa. FURNISHED, SELECTION BASED ON FAN DATA COOLING COIL DATA ELECTRIC HEAT DATA UNIT ELECTRIC DATA ii-A�� EQuiPMENT, DUCTWORK, ETC., sHA�� BE suPPORTE� As PLAN REFRIGERANT � SERVING EXT. STATIC MOTOR DATA TOTAL SENSIBLE EAT F° MINIMUM EFFICIENCY EATF° LATF° SINGLE POINT P �ETAi�E� AN�ioR sPEciFiE�. PRovi�E A��iTioNA� suPPORTs As MARK MANUFACTURER MODEL WEIGHT TYPE CFM KW STEPS VOLT PHASE VOLT PHASE MCA MOC REQUIRED TO PROVIDE A VIBRATION-FREE, RIGID INSTA�LATION. (IN H20) HP VOLT PHASE BTUH BTUH pg Wg (SEER) pg Wg CONNECTION EXISTING 12-ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE PROJECT NO. AHU-1 GOODMAN ASPT42D14A6 119 LBS R-410A 1600 0.5 3/4 240 1 42,000 31,250 80A 67.0 16 70 95 9.6 1 240 1 YES 208-240 1 56 60 HOUSE ALL TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO MECI-Iq(�j���� 21 �9 NOTES: ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL 1/� TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, DATE 1. OTHER MANUFACTURER COULD BE USED. BUT SAME SPECIFICATIONS. UPSTREAM OF SPLIT. A������� " r 2 - _ __ ��T� l _ _ 06/07/2021 13-PROVIDE CONCRETE HOUSEKEEPING PAD UNDER ALL - 3 FLOOR-MOUNTED EQUIPMENT. REFER TO SPECIFICATIONS FOR �-�- REVISIONS DETAILED REQUIREMENTS. SPLIT SYSTEM CONDENSING UNIT SCHEDULE 14-VERIFY FINISH WITH ARCHITECT PRIOR TO PURCHASING GRILLES, O� OO/OO/OO SELECTION BASED ON UNIT DATA FAN MOTOR DATA COMPRESSOR DATA UNIT ELECTRICAL DATA RE�isTERs, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES. PLAN MARK CAPACITY CONDEN MANUFACTURER MODEL WEIGHT �MBH� SER EAT QUANTIY HP VOLT PHASE QUANTITY STEPS VOLT PHASE FLA LRA VOLT PHASE MCA MOCP i�-PRovi�E TRANsiTioNs AT �iFFusER NECKs As REauiRE� To MATCH oF SIZES OF FLEX DUCTS TO BE CONNECTED. CU-1 GOODMAN 14AJM42 249 LBS 48 95 1 ` 1/5 240 1 1 1 240 1 19 109 240 1 27 50 16-DUCT RUNOUTS TO DIFFUSERS SHALL MATCH THE SIZE OF THE DIF S H E E T' NQ NOTES 1. OTHER MANUFACTURER COULD BE USED. BUT SAME SPECIFICATIONS. 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' . . � . . � . � , � � . . � . . . � � . . � . . � . . . � . � . � . � . . � � . � . . . . � . � . � . � . . . � . . . . � . . . . .� . su`� , �. • ;�r'� �� x� �*��„� �� ��, „ '�`s� 3� � �, . . . . . . . . . . . � . . . . . . . . . . . . . � . . . . ^�` ��i` �p`.������Y�e � ,,„��,� -:��,�: ' �,r;,,� �,'� �` :�, ,� ��� � � ��� r � '�;s��t ���� "`�` ��� ,�� :�a � � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. � � � �. . . . � . � � }^��l�.`�Y �"f�i����'�� . . � . . . . . � . . . � �� � � r a � � ' • s� s � 3�x� � s�zw� � ,•: •��• . � . . � � • �"� a�ss �. �� .�t . . � �:,� �'�r����e���;����"�'�� � �� •• •s��`y ��� M'� ��`�����`�'"���• � . � .. � .. . . .. , . . ... . .. .. . . . � . .. . � .. . � �... � .. . � .. � .. � .. . . .. � .. � . .. .. � � . � .. � .. . � . . . . . . . . . . •• �i•..������'��k�,���"a���'� • �"� ,�a � '� ' s,�c�r �"a i���• • ��}�,z Fa���� •ic • y •' • • •��a � •� s� r ����� � • •� {����naa; •�'`�r��,,�• w�• .� _ -.,sir r :rs�• • •• iws���'���� ���`��'����4��• � . . . � . . . . . . . � . . � . . � � � . . � . . � � . . . . . � a``�# � o�bi���i�.�� .�-� . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . � . . . � . . . . . � . .. . . . � . . . . . . . . � . . � . .. . � . . . . . . � . . � . . . . . . . •• �}� r�.i� �`,� �� ,,..fw�.F���,•.-.���• . . . . . . � . . . . . . . . . � � . . . . . . . . . � . . . . . . . � . � . . . . . . . . . . . . � � . � . . . . � �'�'-.,� ��s,=� «,o ,� a��5 x3�'.� r � . . . . . . . . . . . . . •• •��:-��, ��„��§;y ,� ^'�. �� � � � --- • • •z� �`� �� � � r�'`a��`' • . . . . . . . . . . . . . . - . . . � . � . � . � . � . � . . . . . .• �!�����.��#�,s.� � �������• • ��„a�.�r� g�`��,�f i _���i� • • •��s •• • • • • • •����• • 2640 S. BAYSHORE DRIVE BLDG. A SUITE 301 . MIAMI FLORIDA 33133 i ' T E L 3 0 5 3 1 0 4 6 8 4 juanbdsarchitect�G M A I L.0 0 M SCOPE OF WORK -NEW EXHAUST HOOD FOR A EXISTING RESIDENCE. �� pF F�� ,... ..,, ,� -RECONNECTION OF DRYER EXHAUSTS AT SAME LOCATION. �'<P•ti� QU����.9 :2 F,�;; REFERENCED NOTES: � '�� � �� � 2 OI EXISTING AHU-L TO REMAIN �t�': AR00914� ♦:"` CU-I ' • � ZO EXISTING CU-L CONDENSING UNIT TO REMAIN. C'�'5�,�' •G,r'S�C' •.... ••� 6 RED �A� ' 3O EXISTING MINI SPLIT AHU-2. TO REMAIN Juan E.Ber R.A. 4O EXISTING MINI SPLIT CU-2. CONDENSING UNIT TO REMAIN. FL.Lic.009ry1484 OEXISTING 4° � GALVANIZED SHEET METAL EXHAUST DUCT FROM DRYER OUT TO EXTERIOR. WALL CAP. EXHAUST'DUCT FOR DOMESTIC DRYER SHALL HAVE A SMOOTH INTERIOR FINISH AND SHALL BE CONSTRUCTED OF METAL A MIN. OF 28 GAG EXISTING MECHANICAL SYSTEM AND EQUIPMENT SHALL BE LOCATED AT OR ABOVE THE ELEVATION TERRACE 6O REQUIRED BY SECTION J612.4 OF FBC; SO TO PREVENT WATER FROM ENTERING INTO THE EQUIPMENT. , NEW STAINLESS STEEL KITCHEN EXHAUST HOOD. HOOD SHALL DISCHARGE TO OUTDOORS TH@�OUGH O7 SHEET METAL DUCTS CONSTRUCTED OF GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER. i DUCTS SHALL BE AIR TIGHT AND EQUIPPED WITH A BACKDRAFT DAMPER. TO BE CHOSEN BY OWNER i F— ,,,z••� O8 �6" STAINLESS STEEL EXHAUST OUT TO EXTERIOR. DUCT SHALL TERMINATE A MINIMUM OF 3' FEET FROM ANY OPERABLE OPENING, AND 10' FROM THE INTAKE AIR ---�------------- OVEN � , REF. O9 EXISTING PROGRAMMABLE THERMOSTAT TO REMAIN. O , MICRO , , � , � . i � . . . . . . . . . . . . . . . . . . . . . . . .r . . . . . . . . . . . . . . . . . HVAC DESIGN YES N0 HVAC SYSTEMS ARE � REQUIRES: ENERGY VALUES: O ; KiTCHEN DUCT SMOKE DETECTOR ✓ E X I S T I N G T O R E M A I N - i WINDOWS: Z � dw � i FIRE DAMPER(S) ✓ U-FACTOR = 1.06 W g � i SHGC = 0.29 � 5 � ; T i SMOKE DAMPER(S) ✓ W "' j i FIRE RATED � WALL INSULATION; � ! � ENCLOSURE BLOCK WALL=R-4.1 U (A ap � C K OP FIRE RATED ROOF ✓ ROOF=R-30 Z = M � ASSEMBLY ✓ W � `- � FIRE STOPPING 0 � M EXISTING DRYER ; � ExHAusr SMOKE CONTROL � � W � J PANTRY NEWEXHAUST PROGRAMABLE � Z Hoo�uP ro aoo TERMOSTAT ✓ � � W � CFM — � � 3 HVAC MANDATORY NOTES: � (A � � Q w � -VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THIS BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING " I PROPOSALS, SO AS TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF � � � � THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUE AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER � � Q „ e„ CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES WILL NOT BE RECOGNIZED. PLANS SHOW A � Q � GENERAL DESCRIPTION OF THE ENGINEER INTENTION AS TO THE SCOPE OF WORK, CONTRACTOR SHALL VISIT THE JOB SITE TO FAMILIARIZE WITH THE PLACE AND BRING TO THE ARCHITECT/ENGINEER ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS. - 4 CONTRACTOR SHALL PROVIDE THE ENGINEER WITH SUBMITTALS OF ALL EQ�IPMENT AND MATERIALS INTENDED TO USE TO COMPLETE THE WORK. A RCH I T ECTUR � -PROVIDE A FLOAT SWITCH THAT WILL SHUT-DOWN THE AHU IN EVENT OR CONDENSATE DRAIN STOPPAGE P L A N N I N G 6 � -PROVIDE MINIMUM R-6 FIBERGLASS DUCT BOARD INSULATION I N T E R I O R S "n�� -PROVIDE A PROGRAMMABLE THERMOSTAT -COMPLY WITH ENERGY VALUES FOR INSULATION OF WALL, ATTIC AND WINDOWS GLASS PROPERTY -TOILET ROOM EXHAUST DUCT SHALL BE OF SHEET METAL AND SHALL BE PROVIDED WITH CORROSION RESISTANT BIRD SCREEN n���deasdes�g�az�a9e'"e"�Sa�a P'a"S � � � . � � � � . � - � � � � . . . . indicated or represenied by this drawings � AT OUTLETS are owned 6y and tFie properry of this office � � � � � � � � . - — —_._,r—,——�.———————.�r—�.—�—; —— ——— � � � . � � � . i � . . � � � � � � � and were created evolved and developed for : , ' •a • ' . -DOMESTIC CLOTHES DRYER DUCT SHALL BE CONSTRUCTED OF METAL WITH A MINIMUM 0.016 IN ATTIC AND SHALL BE 4' � IN „Seo�a�d;,,���e�i�o�W�mmesPe��f�ed . N OM I NAL D I AM ETE R P�o;e�t.rvo�e or s��n�aeas des�9�a«a�9eme�cs � � � � � � � � � le � . P�. . . � or plans shall be used by or disclosed to any F�ooR �' e �'� -ALL MATERIALS EXPOSED WITHIN AIR PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX NOT MORE Pe�sonf��mo��o�po�a1�o�fo��,vP��PoseWha�- I EXTENSION AND � THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50. FBC M-602.2.1 sce�e�w�mo�cmeeXPress�vW�me�Pe�m�s�o� . _—— STAIR$ � a �� ° •� � � �' '. � � � � � - � of Berry Design Studio Inc.or Juan E.Berry RA. . , �———_ ______ �� � �' �'' 6 �° • '• - AREA NOT PART -MATERIALS EXPOSED WITHIN MECHANICAL CLOSETS/ROOMS USED AS AIR PLENUMS SHALL BE NONCOMBUSTIBLE. NO WOODEN OF THIS WORK DOOR/STANDS, ETC. ARE ALLOWED. FBC M-602.2.1 DRYER EXHAUST DUCT NOTE: -DUCT SHALL HAVE A SMOOTH INTERIOR FINISH AND SHALL BE CONSTRUCTED OF METAL A MINIMUM 0.016 INCH (0.4 MM) THICK. THE EXHAUST DUCT SIZE SHALL BE 4 INCHES (102 MM) NOMINAL IN DIAMETER. 504.6.2 DUCT INSTALLATION. EXHAUST DUCTS SHALL BE SUPPORTED AT 4-FOOT (1219MM) INTERVALS AND SECURED IN PLACE. THE INSERT END OF THE DUCT SHALL EXTEND PROJECT NO. INTO THE ADJOINING DUCT OR FITTING IN THE DIRECTION OF AIRFLOW. DUCTS SHALL NOT BE JOINED WITH SCREWS OR SIMILAR 2,� ,�9 ,�— , „ FASTENERS THAT PROTRUDE INTO THE INSIDE OF THE DUCT. MECHANICAL FLOOR PLAN 1 /4 �1 -0 - ..: oA-rE NORTH 06/07/2021 REVISIONS � 00/00/00 SH EET NO � 0f MECHANICAL GROUND FLOOR PLAN & NOTES 'I !�_ j i 'i� . � ' I l:i . , ,.. , ... SPECIAI� LIGHTING NOTES 1- REFER TO ARCHITECTURAL CEILING PLAN FOR EXACT LOCATION OF ALL LIGHT FIXTURES. �2- REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTiNG HEIGHTS OF ALL WALL MOUNTED LIGHT FIXTURES. UNLESS NOTED OTHERWISE, INTERIOR GARAGE ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. . '�' ».,,,__ _. ,,..n.t..,�...,,.�. .�,, ���� ��������`�� g t����.: , s � . � � . � . . � .. . . . . . . . . . . ....... - .,.. , � ., .'.' li "� .-'.... y,. � .. . � . .. . ..k�"�"S�g 3- COORDINATE FINAL PLACEMENT OF LIGHT FIXTURES IN ALL MECHANICAL SPACES WITH THE FINAL INSTALLED LOCATIONS OF ALL MECHANICAL DUCTWORK "`t'' � '�"''""` � "-�i� ��`�P�/ e s ������������ ���:�� ��� AND PIPING. �G-"� : 2 �s�.�?� r���'�;'"� � �' � ~;,�� � ` �'��r� ,r� � ...._-�.-���7� 4- CONTRACTOR TO VERIFY FLUORESCENT LUMINARIES W/DOUBLE ENDED LAMPS TO BE PROVIDED W/INTERNAL DISCONNECTING MEANS TO DISCONNECT --- ��� �� �� ONDUCTORS-0F 7HE BALLAST 1NCLUDING THE GROUNDEO CONDUCTOR AS PER �^^�� �� ��� t�� �`� IMU TANEOUSLY AL C �_ ---�«�,� ,��:ru�"" �' ,. ' .,�,W,.,....,.. .� � �' ,����� S L , .. _ , ,.:.,:�....._._�:-- - 2 2 ��'��,�� '�� :_--- 5- CONTRACTOR TO VERIFY WITH OWNER ARCHITECT LIGHTING FIXTURE TYPE AND SPECIFICATIONS BEFORE INSTALLATION. �'� �Gp��JJ 200A, 2P PANEL �.�� �� � � � METER CBKR 2 OA ��4��� ��„���� �k 6- RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND 10KAIC ` . UNDERGROUND FPL SERVICE CONOUCTORS WITH K-� NEMA 3R �� �� �� UNCONDITIONED SPACES. ALL RECESSED LUMINARIES SHALL BE ic-RATED AND LABELED AS MEETING ASTM E 283 (AIR TIGHT) AS PER • A MIN. OF 24" OF COVER (FPL STANDARD51. �� � �� �� ��� 200A MAIN 1 OF 1 IN ACCORDANCE WITH THE MANUFACTURER CEIUNG OR WALLJNSTALLATION SYSTEM. A WARNING RIBBON TO BE PLACED AT 12" MIN. � r���� ��{�fi�� i- ALL LUMIWARIES SHALL BE PROPERLY SUPPORTED �� s �� h } �;��� � �� � ABOVE THE SERVICE CONDUCTORS WEC 300.51. � ; ��' =�u-'�������� ;��� FI ACY OF AT LEAST 45 LUMENS/W OR SHALL UTILIZE LAMP WITH �'� �� ;�����` y•�• � ` 8- NOT IESS THAN 90% OF LAMP PERMANENTLY INSTALLED SHALL HAVE AN EP C AN EFFICACY OF NOT LESS THAN 65 LUMENS/W AS PER FBC 2020 7TH EDITION R404.1 4 ' ���_�,,���� •�`� #�� � BONDING • x• •:r,M'��'��� x��g��,�. „ . TERMINATION •�• • � �. ' `�<..'�•� �� �..••.• '���� . • . �'����`� •� •• •��'�r'.,�r�E ..��7 •'��� ��'i����• ELECTRICAL NOTES .,��_ ��� �, � DEVICEINEC 250.94) •• •��dr��'"���s����^-��'�� � 1- ALL WORK SHALL BE PERFORME� TO MEET THE REQUIREMENTS OF THE GOVERNING EDITION OF THE NATIONAL EIECTRICAL CODE 1N.E.C. 201�1, FBC 2020 ith � "��s� `� �"� `"� � `����� EDITION, LOCAL AND STATE CODES AND ANY OTHER APPLICABLE CODES AND STANDARS. TO EXISTING FPL POLE O •� ��`��'���'� • ���'���'� • x . . � '����:�rr��� aR�, •�y rn�"� a-ii��• (SERVICE 120/240V, WIRING LEGEND 2- ALL WIRING SHALL BE COPPER (CU) THWN INSULATION. 1PH 3WIREJ. COORDINATE W/FPL •• k�'�+������"�.�������r`i�i,i••� �;�����, ���.�*��r��'���.' 3- ALL ❑RCUIT BREAKERS SHALL BE RATED AT MINIMUM OF 10,000 AIC. 3 O 1 SETS OF 3-#250 MCM THWN CU IN 2 1/2" PVC " "���'�`�';���� ���`�� "•'�• COLD WATERPIPE ;' ;';R� ��' f��``�'��s��`��;�� •� 4- PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CHECK NAMEPLATE DATA OF ALL EQUIPMENT FOR REQUIREO VOLTAGES, MINIMUM CIRCUIT O2 1 SETS OF 3-#250 MCM THWN CU IN 2 1/2" EMT • �"���k"��+��Y�� �'�' �` �*�••• ELECTRICAL RISER 3 , ���i������+�����.�����,� . AMPACITY, AND OVER CURRENT PROTECTION. (2) 5/8" X 10' DRIVEN GROUND O 1-#1/0 CU GROUND. �.� . � � �""; 5- ELECTRYCAL PLANS AND CALNLATIONS WERE BASED ON INFORMATION PROVIDED BY OWNER AGENT. ELECTRICAL CONTRACTOR TO FIELD VERIFY EXISTING RESIDENCE BUILOING STEEL RODS, COPPERCLAD, TO BE ••���• CONDITIONS AND ADJUST ACCORDINGLY, CHANGES TO BE REFLECTED IN THE ORAWINGS. NTS FOUNDATION SEPARATED 6'-0" MINIMUM O �_#6 THWN CU GROUND. � 6- THE ELECTRICAL DESIGN IS BASED UPON THE AVAILABLE INFORMATION AT �ESIGN TIME AN� THE CONTRACTOR SHALL REVIEW NAMEPLATE OATA AND MANUFACTURER SUPPLIED LiTERATURE FOR ALL PIECES OF EQUIPMENT PRIOR TO ROUGH EIECTRICAL WIRING. THE CONTRACTOR SHALL CHECK ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE AND AMP RATING PRIOR TO INSTALLATION. THE CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO ANY FIELD ADJUSTMENT. G E N E R A L P L A N N O T E S. 2 6 4 0 S. e AYS HOR E D RI V E BIDG. A SUITE 301 - MIAMI FLORIDA 33133 i- ALL BRANCH CIRNITS SHALL BE PROPERLY PHASE BALANCE�. ST T E L 3 0 5 3 1 0 4 6 8 4 1. PIAN ONLY SHOWS LOCATIONS OF NEW RECEPTACLES AND CABLE OUTLETS. ALL EXISTING OUTLETS REMAIN juanbdsorch�tect�G M A I L.0 0 M 8- ALL NEW CONDUCTORS SHALL BE RUN IN CONDUIT (METALLIC TYPE) UNLESS OTHER SPEUFICATIONS APPLY AS PER NEG AND LOCAL CODES IN SAME LOCATION UNLESS OTHERWISE NOTICED: . a 333s 2; ALL OUTLETS 18" AFF (SAME HEIGHT AS EXISTING OUTLETS). 9- TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IS COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 3. ELIMINATE ALL UNNECESSARY J-BOXES. ------- 4. ELECTRICAL CONTRACTOR SHALL VER�FY ALL ❑RCUITS. 10- RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. ELECTRICAL CONTRACTOR TO FIND BEST 5. CONTRACTOR T0 VERIFY ALL FIEL� DIMENSIONS. NOTIFY DESIGNER OF ANY DISCREPANCIES IMMEDIATELY. POS518LE ROUTE FOR ALL CIRCUITS. 6. ELECTRIC SERVICE TO PROPERTY IS UNDERGROUND 11- THIS D'RAWING IS A GUIDE FOR THE INSTALLATION OF ELECTRICAL SERVICE. TNE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING �-' SYSTEM. so naz '�Q.� RI (f O,�O '� ..•' +.. �Q�. �.- �. ... ;' \��, ��J Q F� . .9 12- CONTRACTOR TO VERIFY ADJUSTMENT FACTORS FOR MORE THAN THREE CURRENT-CARRYING CON�UCTORS IN A CONDUIT ACCORDING TO TABLE ` • '� ,�-j�y" ?;,�'n %�d/� �.�l91�� s�l��� ��-,. �; �' COVERED �'�. A�z � • 310-15(bl(21(a1 NEC. 5�� n� TERRACE nz � �FiW � �n� _ N�' • AREA NOT PART �'• 13- ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT TO FIELD VERIFY INSTALLATION FOR OUTLETS, LIGHTING FIXTURES AND ELECTRICAL � / O F TH I S WO RK S M O K E D E T E C I O R S N O T E, �'� � :/� EQUIPMENT. S ,,� t�; AR00 8� ;'C.� 14- DO NOT INSTALL SINGLE SMOKE DETECTORS CLOSER THAN 3 FEET FROM ANY HVAC AIR DIFFUSERS. 4 Aiz SR10k2 d2t2Ct0t'S WI�� b2 �Z�U with battery ba�kup, �if:'•,�. •���,�� � , ' inter�onne�ted, and 3 feet away from the a/c suPP�Y 9rilL `rTF•�.....•��G�•� 15 - ALL NEW RECEPTACLES SPEOFIED IN NEC 210.8, 120 V, 15 OR 20 AMPS, SHALL HAVE GROUN� FAULT CIRCUIT INTERRUPTER PROTECTION (GFCI PROTECTION). ' , � y, RED A� - 16 - ALL NEW 120 V, SINGLE PHASE 15 OR 20 AMPS BRANCH CIRCUITS FOR FAMILY ROOMS, DINNING ROOMS, LIVING ROOMS, PARLORS,LIBRARIES, DENS, '---'� �- 7112 � �u� ��� ' ' �G�'�~ Q ��rN BEOR0oM5, SUNROOMS, RE[REATION ROOMS, [LOSETS, HALLWAYS, OR SIMILAR AREAS, SHALL BE PROTECTED BY AFCI BREAKERS. (NE[ 210.12 (BL �F, A14 A78 A 37,39 n --- ___-___------_--_ �� A Z � � G t�ijl / � Juan E.Berry R.A 9 ovEN �niz �a�z FL.Lic.0091484 1i - ALL NEW RECEPTACLES SPECIFIED IN NEC 210.52, 120 V, 15 OR 20 AMPS, SHAIL BE USTED TAMPER-RESISTANT RECEPTACLES (NEC 406.111. F� -�----`------- REF. MICRO ' ' � 18- ELECTRICAL CONTRACTOR TO VERIFY EXISTING CONDITIONS AND CODE VIOLATIONS TO FIX. � " ` ="� `' - � TYPE: SEMENS OR EQUAL M.L.0. , ' � -- ' niz 150 AMP M.L.O. PANEL A LOCATION: AS SHOWN 19 - RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL 8E SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND ' I ,��', 42 CRL VOLTAGE:120/240 1�D 3 W . . GFl � IflIAS � ``�p AS . . .\\�O AS i . . . �I-n(p7/ ' � . . . ``.\p�A7// � � . � - `\`�Ai . � � � , MOUNTING: SURFACE. . . � . . . . . . . . UNCONDITIONED SPACES. ALL RECESSEO LUMINARIES SHALL BE io-RATED AND LABELED AS MEETING ASTM E 283 (AIR TIGHT) AS PER ^Z� ��-J . �=' � ; i� KITCHEN . ;� �`` 5 20-CONTRACTOR TO VERIFY WITH OWNER/ARCHITECT LIGHTING FIXTURE TYPE AND SPEOFICATIONS BEFORE INSTALLATION. �Fi ; � �`�� ;� �� � LOAD LOAD � ��� � �� AMPS POLES �A COND WIRE REMARKS CKT. CKT. REMARKS WIRE COND �A POLES AMPS 21- ALL S'MOKE DETECTORS WILL BE A COMBINATION SMOKE / CARBON MONOXIOE �ETECTOR. 14 �W ' i Ai5 I,� ,%' ' �1 LTS SIZE SIZE N0. N0. SIZE SIZE �75 22- ALL NEW ELECTRIC ❑RCUITS TO BE ARC FAULT PROTECTED. FI ' \` . I � i . i I ; \ ; � I p� � 1500 ��2 �p DISH WASHER (*� 1 2 * GENERAL RECEPTACLE �Z 1�z * * 1 15 23- ALL OUTSIDE AND INSIDE OUTLETS APPLIANCES AND DEVICES TO COMPLf FOR ITS LOCATION. � ; r]p AS AS❑ � � I ; � A9 ; �� ;, j 15 1 * * 1/2 12 GARAGE LT/REC (*) 3 4 * BEDROOM #2 LT/REC 12 1/2 * * 1 15 24- ALL RECEPTACLES AS PER NEC 406.11. F� � �' a3t \ LIVING ROOM ; A ; � nz3,zs �� � �� * 5 6 * BREAKFAST/DINING LT 12 1/2 * * 7 15 ARC-FAULT CIRCUIT NOTE AS PER 201� NEC: ; A,4 ; ,,\ �oo�oP �; ,,,, ;- zo , * * ,�2 ,z K�T�HEN �T � � A 28.3 A32 i �� i � � 1 . � , Fi � \ p�a� ------�o n� �a� T 20 1 * * 1/2 12 LIV�NG ROOM LT * i 8 * RECEPTACLES 12 1/2 * * 1 20 � � . . . . . . . . . . . . . . . . . . . . . . . ` . . .AS i � �` � � . . �. �I . � ' .%' `.�'``� �. � . � A . 5 � . . � . � . . . � . . 210.12 ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION: ARC-FAULT CIRCUIT-INTERRUPTER -- ---------� \'�, �'�, ��jAS � AS�� `�''��--_____=' �'�., zo � �50o v2 12 SMALL APPLIANCE (*� 9 10 * BEDROOM #3 LT/REC �2 �i2 * * � zo � �` PANTRI� WINE:'�r I O PROTECTION SHALL BE PROVIDED AS REQUIRED IN 210,12(A), (B), (C1, AND (D1. THE ARC-FAULT NEW PANE��o�A,r�oN� ; � * T� �2 * LIVING ROOM REC 72 v2 * * � zo �- � ;' � �`., 20 1 * * 1/2 12 MASTER BEDROOM REC 1- , �% .� Q CIRCUIT INTERRUPTER SHALL BE INSTALLED 1N A READILY ACCESSIBLE LOCATION. (A) " ; � � � , ; GFI A75 �----------------------�c,---- ^'Z * �3 �4 �*� SMALL APPLIANCE �2 vz �soo � 20 ' X 1 � I n za.z ' ,,,,.='' �., 20 1 * * 1/2 12 BEOROOM #4 LT/REC NG UNITS. ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS ;' ,,--------- � n� 3�-���---� � -' '�------- DWELLI _ SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, -- - ; ____-------� ___ , 20 � * * �iz 12 RECEPTACLES (*� 15 16 * RECEPTACLES �2 v2 * * � 2o O • DINING ROOMS LIVING ROOMS PARLORS LIBRARIES DENS BEDROOMS SUNROOMS RECREATION A3 ;� A3 ',,, .%;;,�A6__'--`""__ `A6g�___,----�.., ;.�A6 A6� ' , , � � � � � eFi , GF ae .1� �, ____, __ , � 20 1 * * 1/2 12 MAST. BATHROOM GFI (*) 1i "8 �*� REFRIGERATOR 12 1/2 1200 1 20 z ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE --- W PROTECTED BY ANY OF THE MEANS DESCRIBED IN 210,12(A)(1) THROUGH (6), (1) A LISTED �A3 � �' �' ------��-�� � � * 19 �o �*) GARAGE DOOR 12 1/2 * * i zo � exis iNe / � �� , � ;' 60 2 7,500 3/4 8 AHU #1 COMBINATION-TYPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF 8 6" 8" 8" j � � -` �� ' A6 ; A6Q AB 3a,3e ; ; �� �`. � , 21 22 * MICRO WAVE 12 1/2 1000 * * 1 15 W THE ENTIRE BRANCH CIRCUIT (2) A LISTED BRANCH/FEEDER-TYPE AFCI INSTALLED AT THE % `�, ; BRFaKFAST�y ---- oiNwc Rooac '�, `For�R `, �- � '�., ORIGIN OF THE BRANCH-CIRCUIT IN COMBINATION WITH A LISTED OUTLET BRANCH-CIRCUIT-TYPE ' .� '., '�, ; bo z 6,500 3/4 e cooKroP * z3 2a * �wH-� 6 v2 16,000 2 �0 Z � o0 � � �--'-" "� \�` �"-------- J A6 � � \ M ARC-FAULT CIRCUIT INTERRUPTER INSTALLED AT THE FIRST OUTLET BOX ON THE BRANCH A 38,40 ! cA�,acE ,' A6� Abl�l` ���---"'1JA6 A6C1,, ; 25 26 W H , , , � , , ' '�•�___=;-- ..- ; '�'__�_, ; = �''�----- �' M CIRCUIT. THE FIRST OUTLET BOX IN THE BRANCH CIRCUIT SHALL BE MARKED TO INDICATE THAT %' A8 \��'���___,- -------- --- -�., '�, ; � rn M JT IS THE FIRST OUTLET OF THE CIRCUIT. (3) A LISTED SUPPLEMENTAL ARC PROTECTION �' t!, (� Aa AB Aa �� � � �s � * * 1000 1/2 12 GARBAGE DISPOSAL (*� Zz 2s �*� oRYER �2 vz 5000 � 30 - W � � , (n Z � CIRCUIT BREAKER INSTALLED AT THE ORIGIN OF THE BRANCH {IRCUIT IN COMBINATION WITH A E �ST�N� ''.,; ; '� WP "�2� ; 2o t �aoo 1/2 12 WINE CELLAR * z9 30 LISTED OUTLET BRANCH-CIRCUIT-TYPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED AT THE ``aA3__^___/'" i �F�A , ------'--,- A6 , A6 _' � � W ; \. � �' ---------- % 20 1 1200 1/2 12 HOOD * 31 32 (*1 WASHER 12 1/2 1200 FIRST OUTLET BOX ON THE BRANCH CIRCUIT WHERE ALL OF THE FOLLOWING LONDITIONS ARE A3 Azo______ �/ A3 _ W �'^ � MET: a --- -- ------- - = --- 30 2 NC 3/4 12 A/C COMP. #1 * 33 34 * FI� � 6FI GF . � � v' � O. s MINI SPLIT A.H.U. 10 3/4 2,500 2 20 (n � ..� •. a ,. • � . • • . � °� e .• • � ., . _-------- .--- � ", �"a . °� ,°� .� . e', '� � EXISTING CONCRETE 35 36 * Q w a. THE BRANCH-CIRCUIT WIRING SHALL BE CONTINUOUS FROM THE BRANCH-CIRCUIT � F�ooR %" "bP �� �" � e" �'' .• '� :. MASONRY WALL T0 REMAIN � � OVERCURRENT DEVICE T0 THE OUTLET BRANCH-CIRCUIT ARC-FAULT CIRCUIT INTERRUPTER. � ExrENsioN ANo '�.� : e �,a�• •, • . ,. ;. • ao z 5000 �i2 s ovEN * 3� �s * - � � b. THE MAXIMUM LENGTH OF THE BRANCH-CIRCUIT WIRING FROM THE BRANCH-CIRCUIT � srA�Rs ____ �A6•. . ,, e..,.. : a . MiNr sPUT ai� coMP. �0 3ir, N� 2 20 � 0 a �------------ . . � NEW CONCRETE MASONRY 39 40 OVERCURRENT DEVICE TO THE FIRST OUTLET SHALL NOT EXCEED 15.2 M (50 FT) FOR A * � a � 14 AWG CONDUCTOR OR 21.3 M (�0 FT) FOR A 12 AWG CONDUCTOR, P�O POS E D E LECTRICAL WALL sPa�E 4� 4z * SMOKE DETECTORS 12 1/2 * * � �5 GAR4GE DOOR - �. THE FIRST OUTLET BOX IN THE BRANCH CIRCUIT SHALL BE MARKED TO INDICATE THAT oP�� 0 EXISTING STANDARD � 1500 16,200 24,400 1500 IT IS THE FIRST OUTLET OF THE CIRCUIT. FLOO� PLAN � I�„� � ,�0„ (NTERIOR DRYWALL NORTH PARTITION TO REMAIN A R c H I T E C T U R � 1,i76 SF. X 3 VA/SQF. = 5,328 VA P L A N N I N G � 3,000 VA @ 100% = 3,000 VA I N T E R I O R S � NEW STANDARD INTERIOR orHER �oa,os 40,60o va ELECTRICAL SPECIFICATIONS CONNECTED LOAD: EXISTING 10,000 AT 100% 10,000 VA DRYWALL PARTITION FEEDER: 3-#250 MCM THWN CU IN 2 V2" EMT * AFCI REMAIN � 40% 25,5}1 VA CONDUIT: 2-1/2" PVC - : E N ALL TION SNALL COMPLY WITH THE CURRENT 9.-PLANS:DRAWINGS ARE BASICALLY DIAGRAMS INTEN�ED TO DEPICT (B)ELECTRICAI METALIC TUBING(EMTI,MAY BE USED IN OR ON WALLS OR 30.-ALL LIGHTING FIXTURES TO BE SELECTED BY THE OWNER/ARCHITECT U.O.N. ----- (*) AFCI / GFI COMBINATION AC LOADS @ 125% 12,500 VA FED FROM: METER CENTER w�ideas design arragements end plans t. OVERALLINSTALLATION TH I ST A � CEILING SOFFIT ABOVE indicatedorrepreseniedbythisdrawings NATIONAL ELECTRICAL CODE(NECI,THE FLORIDA BUILDING CODE(FBC),AND ANY APPROXIMATELY EQUIPMENT LOCATIONS AND ARRANGEMENTS,NOT TO SHOW EVERY CEILINGS WHERE NOT SUBJECT TO MECHANICAL �AMAGE,CORROSIVE OR DAMP AN�SHALL BE INSTALLED BY THIS CONTRACTOR. ----- / * * 3 W PER 1 SQ. FT. TOTAL DEMAND = 38,071 VA are owned by and the properry of this office OTHER APPLICABLE FEDERAL,STATE AND LOCAL CODES. MINOR DETAIL PLANS SHALL NOT BE SCALED TO�ETERMINE EXACT LOCATION AND CONOITIONS. AMPS = 1SH.63 AMPS 200 AMPS PROVIDED andwere created evolved and developed for DIMENSIONS. (C)ELECTRICAL NON METALIC TUBING(ENT),MAY BE USED WNEN INSTALLED IN 31.-BALANCE ALL PHASES AT EACH PANEL AND MDP/SERVICE MAINS. NC NON - CONCURRENT use on and in connection wim the specified 2.-CONDUCTOR CALCULATIONS:CONDUCTOR CALNLATIONS ARE BASED ON 75°C. ACCOROANCE WITH THE REQUIREMENTS OF THE NEC ARTICLE 362 AND CONDUIT project.None oi such ideas design arrangements 10.-INTERFERENCE: THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OiHER MANUFACTURER'S INSTRUCTIONS. 32.-CHECK AVAILABLE ELECTRICAL SERWICE tHARACTERISTICS WITH THE LOCAL POWER � � - � � � � � � � � or plans shall he used by or disclosed to any 3.- GENERAL:THE GENERAL AND SPECIAL CONDITIONS AND REQUIREMENTS OF THE TRAOES SO THAT INTERPERENCE WITH EXISTING CONDITIONS,CONDUITS,PIPING, personfirmorcorporationforanypurposewhat- CONTRACT AND SPECIFICATIONS AS WELL AS PLANS AND SPECIFICATIONS OF EQUIPMENT,ARCHITECTURAL AND STRUCTURAL MEMBERS BE AVOIDE�. �D)METAL CLA�CABLE(MC),SHALL 8E LIMITED 70 BRANCH CIRCUITING ANO BE COMPANY PRIOR TO ORDERING ANY EQUIPMENT.INFORM THE ARCH/ ENGINEER IF IT OTHER DISCIPLINES AND TRADES SHALL BE A PART OF THE WORK HEREBY INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF NEC ARTICLE 330 IS DIFFERENT FROM WHAT IS SHOWN ON PLANS. soeverwithouttheexpresslywrittenpermision , SPECIFIED.THESE SPECIFICATIONS AN�ACCOMPANYING PLANS ARE INTENDED TO 11.-SUBSTITUTIONS:PRODUCTS AND MATERIALS CALLED OUT BY TRADE NAME AND/OR AND CABLE MANUFACTURER'S INSTRUCTIONS. of eerry Design Studio Inc.orJuan E.eerry RA. PROVIDE FOR THE COMPLETE FURNISHING AND INSTALLATION OF THE ELEC- CATALOG NUMBERS ESTABLISH A STANDARD OF QUALITY,APPEARANCE,PERFORMANCE 33.-CONTRACTOR SHALL PROVIpE TEMPDRARY SERVICE AND LIGHTING FOR USE OF ALL � STAIRS STEP L.E.O.LIGHT F-� uNOER srAiR�Eo FlxruRe TRICAL SYSTEMS.TO PROVI�E MEANS TO FURNISH AND INSTALL. AND DIMENSION.CONTRACTORS SHALL BASE HIS PROPOSAL ON THOSE ITEMS AS THEY (E)PLEXIBLE{ONDUIT SHALL BE USEO FOR CONNECTIONS TO VIBRATING TRADES AS REQUIRED FOR CONSTRUCTION AND AUTHORITIES HAVING JURISDICTION. ELE�T. LEGEND �� UN�ERCABINET S.LIGHT FIXTURE. SHALL BE CONSIDERE� AS A STANOARD BASIS OF BIDDING.REQUESTS FOR (USE THoSE THAT APPLY) pHONE oATA oUTLET :WOR MANSHIP MA ERIALS AND INSTALLATION SHALL 8 IN STRICT SUBSTITUTION SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT/ENGINEER, EQUIPMENT AND RECESSED LIGHT FIXTURES,WHERE PERMITTED BY CODE. � IAS PER OWNER RE�UESTI.PROVIOE MUO RING iv TV OUTLET � 4.-COMPLIANCE K , T E DEMONSTRATING THAT PRODUCT IS OF COMPARABLE AND BASIC DESIGN,CONSTRUCTION, EMBEDDED IN CONCRETE,MASONRY,FILL OR PLASTER. IF USEO OUTOOORS,IT 2o A.,120.,V.,OUPLEX RE[EPTA[LE,GROUNDING Q IN wALL STEP L.E.D.uGHT ANO 3!4"[STUBBED ABOVE[EIUNG. � TERMOSTAT ' ACCORDANCE WITH THE APPLICABLE EDITION OF THE NEC,NFPA,NEMA,ASTM,OSHA, SHALL BE LIQUIDTIGHL 34.-ELECTRICAL CONTRACTOR SHALL ASSURE THAT ALL FEATURES OF SERVICE COMPLY HRS HEALTH AGENUES AND OTHER APPLICABLE NATIONAL,STATE,AND LOCAL STANOARDS AND WARRANTIES,OIMENSIONS TO FIT WITHOUT CHANGE,AND DOES NOT WITH THE POWER COMPANY'S REQUIREMENTS AND SHALL MAKE ALL NE�ESSARY UNDERSIDE OF EXISTING STRUCTURE � TYPE,U.O.N.noUNTED ie"A.F.F.oR pHONE oUTIET.PRoviDE MUo RING ANo � pUSH BUTTON GARAGE oPENER CAUSE EXTRA WORK TO OTHER TRADES.CONTRACTOR$HALL BE RESPONSIBLE FOR �� � � . . . . �AS OIRECTED BY ARCHITECT. Q� RECESSE�VAPOR PROVE MOUNTED FIXTURE. t � 3/4 C STUBBEO ABOVE CEILING. � � � CODES AND PERTAINING REGULATIONS ESTABLISHED BY THE RULING AUTHORITY ARRANGEMENTS WITH POWER COMPANY FOR SERVICE. ALL EQUIPMENT NOT vP so SMOKE DETE[TOR w Co:SENSOR - HAVING JURISDICTION.tONTRACTORS SHALL ALSO MEET THE REQUIREMENTS OF PROVIDING EQUALITY OF SUBSTITUTION:ARCHITECT/ENGINEER WILL,UNDER NO pp,_pROVIDE FIRE RETARDANT U.L.APPROVED SEALANT ON ALL PENETRATIONS, FURNISHED AND/OR INSTALLED BY THE POWER C0.15 TO BE FURNISHED ANO INSTALLED CIRCUMSTANCES,BE REQUIREO TO PROVE SUCH ITEM IS OR IS NOT OP EQUAL QUALITY Wp�LS AND STRUCTURAL SLABS.IT SHALL BE THE RESPONSIBILITY OF THE e.. 20A,120V SINGLE RECEPTACLE C= ABOVE THE COUNTER PRO�ECT NO. OTHER STANDARDS WHERE SUCH REQUIREMENTS ARE MORE STRICT THAN THOSE BY THE ELECTRICAL CONTRACTOR. � HYBRio KeYanDiToucH s�REEN @ 4e^nFF. Wp, WEnTHeR aRooF. TO THE SPEUFIEO JTEM.ARCHITECT/ENGINEER EXPENSES INCURREo oUE TO ELECTRICAL CONTRACTOR TO VERIFY,PRIOR TO SUBMITTING BI�,THf LOCATIONS 2on,izov GFI ouaLEx aE[EPTACLE rx c'FwoREs[ENr FlxTURE _ STAN�ARDS CITEO ABOVE. CONTRACTOR'S REQUESTED REVISIONS OR SUBSTITUTIONS SHALL BE PAID BY THE �Fi� II VP= vnPOR aRooF. CONTRACTOR. OF ALL SUCH fIRE RATED PARTITIONS,WALLS,AND STRUCTURAL SLABS. 35.-U.O.N.,COORDINATE REQUIRED A,I.C.RATINGS WITH POWER COMPANY. �___________� � 20A,120V SPUT WIREp RECEPTACLE $ LIGHTING SWITCH @ 48"nFF. Nore: 21 1 9 5.-WORKMANSHIP:ALL WORK SHALL BE PERFORMED BY CON RSACC�LASSLICANNER IN 36.-WHERE MORE THAN ONE DEVICE IS INDICATED AT ANY LOCATION,THESE i � RECESS L�GHT BEYOND au e�ectR¢n�,re�EaHONeionra allo ry aUners EF EXHAUST FAN 3 � THEIR RESPECTIVE DISCIPLINE.WORK SHALL BE DONE IN A F T M i i � 20A FLOOR OUPLEX RECEPTACLE. � � M-WAY LIGHTING SWITCH @ 48"AFE T� 23.-OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS,CAST ALLOY SHALL BE GANGEO UNDER ONE COMMON COVER. � � ee iNsrnL�Eo AT 18"A,F.F.,UNLESS OTHERWISE DATE FULLY OPERATIVE,AND TO THE ACCEPTANCE OP THE ARCHITECT ANO THE ENGINEERS. i i 12.-DATA/TELECOMMUNICATION SYSTEMS:FOR DATA/TELECOMMUNICATION SYSTEMS WITH THREADED HUBS IN WET/DAMP LOCATIDNS AND SPECIAL ENCLOSURES AS � � Noreo. CONTRACTOR SHALL PROVIDE FOR ALL NECESSARY LABOR AND MATERIAL REQUIRED UTILIZE A CONTRACTOR EXPERIENCED IN THE INSTALLATION OF COMMUNICATIONSYSTEMS � ; Q LOw VOLTAGE SE[URITY[AMERA Q 1-eoX � ELE[TRI[PANEL [ooRoiNATe exntt�o[arioN, [o�oR nNo sTr�e FOR THE COMPLETION OF THE WORK INCLUDING BUT NOT LIMITEO TO RELATED WORK REQUIRED FOR OTHER CLASSIFIED AREAS AND SHALL CONFORM TO NEMA AN�CERTIFIEU BY BUILDING INOUSTRY CONSULTING SERVICE INTERNATIONAL. 3i.-QUANTITY AND LOCATION OF ELECTRICAL,TELEPHONE/DATA&TV OUTLETS,LIGHTS SUCh AS CONNECTION OF EXIS7ING SYSTEMS,EXCAVATIONS AND BACK FILLING. STANDARoS. PLASTIC BOXES MAY BE USED WHERE PERMITTED UNDER APPLICABLE ANO LIGHT CONTROLS,SHALL BE AOJUSTED T0 SUIT THE OWNER'S REQUIREMENTS � � ❑ wiTH owNeeinecH. 06�O7�ZO2� CODES AND ORDINANCES. AS PER OWNER/ARCHITECT INSTRUCTIONS. SAID ARRANGEMENTS SHALL NOT BEJN � � n � AfF,fU.ONR QOUPLEX RECEPTACLE (n 18" WALL/PEOESTAL MOUNTE�LIGHT. � Re�esseo nouNTeo FixruRe. �; METER 13.-CUTTING AN�PATCHING:MA10R NTTING,PATCHING&PAINTING REQUIREO BY THIS CONPLICT WITH APPLICABIE CODES. � i ��2 DRYWALL ON 3-5/H METAL STUD � zsov SPean�PURPosE RE[EPTnae �F�000 ueHr ni ovERHaNG � 6:MATERIALS:CONTRACTOR SHALL PROVIDE ALL NEW MATERIALS OF AMERICAN �ONTRACT WILL BE PERfORMED IN A NEAT AND WORKMANLIKE MANNER.ALL SURFACES � i Q W/p FLOOR MOUNTEO UPLIGHT FIXTURE. MC MASTER CIRCUIT SWITCH REVISIONS MANUFACTURE,BEARING THE UNOERWRITER'S LABORATORY(ULI LABEL AS SHALL BE RETURNED TO ORIGINAL CONDITIONS AFTER THE INSTALLATION OF THE 36.-ELECTRICAL CONTRACTOR SHALL VERIFY REQUIREMENTS,EXACT LOCATIONS,TYPE ' � FRAME ATTACHED TO UNDERSIDE OF � SAFETY DISCONNE[i SwIT[H Q GARAGE DooR CENSOR � PANEL ovERRIDE EQUIPMENT. p�/ APPLICABLE.MATERIALS SHALL BE NEW,SUITABLE FOR TNE APPLICATION AND 24-ALL OISCONNECT SWITCHES SHALL BE SIZED BY NEC REQUIREMENTS TO AND ARRANGEMENT OF OUTLETS FOR ALL ELECTRICAL PIXTURES, APPLIANCES AND ABOVE STANOARD QUALITY NORMALLY USED FOR THE PURPOSE AS CALLED FOR ON 74.-THE ELECTRICAL INSTALLA710N SHALL MEET ALL STANDAR� REQUIREMENTS OF ACCOMOOATETHE EDUIPMENT SERVED,INCLUDING REJECTION CLIPS AND EQUIPMENT,PRIOR TO INSTALLATION. STRUCTURE W/ ZZ CAL. SHOTS M/'1/� PLANS.SUPPLEMENTAL MATERIALS,PRODUCTS AND COMPONENTS NECESSARY TO THE LOCAL ELECTRIC UTILITY ANO TI1E TELEPHONE COMPANY. FUSES,WHEN APPLICABLE.SWITEHES SHALL BE HP RATED,QUICK-MAKE, COMPLY WITH THE INTENT Of THE CONTRACT DRAWINGS AN�/OR SPECIFICATIONS, QUICK-BREAK,IN NEMA 1 ENCLOSURES FOR INDOOR AND NEMA 3R FOR OUTDOOR. ��2�� LOND @12�� OC. THRU STUD. � OO/OO/OO BUT NOT NOTEO OR SPECIFIED ON THESE SECTIONS,SHALL BE PROVIDED BY THE 15.-LOAD DATA IS BASED ON INFORMATION PROVIDED TO THE ENGINEER AT THE 39.-ALL BRANCH URCUITS THAT SUPPLY 125-VOLTS,SINGLE PHASE,15 AND 20 AMPERE CONTRACTOR AS REQUIRED FOR THE COMPLETION OF THE WORK AT NO ADDITIONAL TIME OF DESIGN. ALL EQUIPMENT AN�PANEL SIZES SHALL BE VERIPIED BEFORE OUTLETS INSTALLEO IN DWELLING UNIT SHALI BE PROTECTEO BY AN ARGFAULT ORDERING. CIRCUIT INTERRUPTER(AFCI)LISTED TO PROVIDE PROTECTION OF THE ENTIRE O F WO R K. COST TO THE OWNER.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVISIONS AND 25.-MOTORS STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED OR BRANCH CIRCUIT. q rr COORDINATION OF DELNERY OF MATERIALS. EQUIPMENT DAMAGEO DURING 16.-CIRCUITS SHOWN ON PLANS ARE USED TO �ETERMINE LOAD�ATA AN�PANEL REQUIRED,WITH OVERLOAD RELAYS OR FUSES IN EACH NOT LEG. �PICAL SOFFIT DETAIL I �IZ c�F APP�icAB�E> ELECTRICAL SCOPE SHIPMENT OR INSTALLATION SHALL BE TOUCHEO UP AND REFINISHED TO FACTORY SIZES.THE CONTRACTOR SHALL PROVIDE CIRCUIT ROUTING TO SUIT THE JOB 40.-INSTALLATION OF LIGHTING FIXTURES INSIDE CL�THES CLOSETS SHALL COMPLY FINISH DR REPLACED WHERE NOT ACCEPTABLE. CONDITIONS. � WITH THE NEC ARTICLE 410-6. 1i.-fURNISH ANO INSTALL ALL FIXTURES AS CALLED FOR ON THE PLANS OR AS 26.-ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLEO IN ACCESIBLE AREAS ONLY 7.-PERMITS ANO INSURANCE:CONTRACTOR SHALL SECURE AN�PAY FOR ALL ANO ABOVE BASE FLOOD ELEVATION. 41:-PROVIDE A TYPEWRITTEN O�RECTORY FOR EACH ELECTRICAL PANEL. * PAN E L "A" R E LOCAT I O N PERMITS,fEES,TAXES,INSPECTIQNS,TESTS,FINES AND OTHER ITEMS AS SELECTEO BY OWNER/ARCHITECL REQUIREO FOR THE INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEMS AS ig,_MINIMUM WIRE SIZE SHALL BE#14 AWG.UNLESS OTHERWISE NOiED,ALL 42.-CONTRACTOR SHALL FURNISH AS-BUILT DRAWINGS TO THE OWNER UPON S H E E T NO OUTLINEO HEREIN AND SHOWN ON PLANS.CONTRACTOR SHALL PROVIOE ALL CONOUCTORS SHALL BE COPPER WITH THHN/THWN INSULATION.CONOUCTORS #10 ANU 2i.-CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING,BREAKER AND COMPLETION OF WORK AND PRIOR TO FINAL PAYMENT. * REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY ANO PROPERTY SMALLER MAY BE SOLID;#8 AN�LARGER SHALL BE STRANDED ALUMINUM CONDUCTORS FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATES,IF N EW OUTLETS DAMAGE FOR THE�URATION OF THE WORK. MAY BE ALLOWED FOR SERVICE ENTRANCE IF SPECIFICALLY APPROVED BY THE �IFFERENT PROM THOSE SPECIFIE�ON DRAWINGS,AS WELL AS ANY FEEDER 43.-CONTRACTOR SHALL INSTALL ALL SMOKE DETECTORS WITH A CIERANCE OF * W L I G H T F I XT U R ES ENGINEER. CHANGES BEING AFFECTED BY THIS CHANGE.CONTRACTOR SHALL MAKE ABOVE N E 8.-EXISTING CONDITIONS:BEFORE BID�ING,THE CONTRACTOR SHALL VISIT THE JOB MENTIONEO CHANGES AT NO EXTRA COSL 36"INCHES FROM AIR SUPPLY GRILLS OR CEILING FANS. . SITE AND ASCERTAIN ALL EXISTING CONOITIONS WHICH WILL AFFECT HIS WORK. 19.-ALL CONDUCTORS SHALL BE RUN IN CONDUIT,U.O.N. * NEW APPLIANCES FAILURE TO DO SO WILL NOT BE ACCEPTED AS A REASON FOR REQUESTING EXTRA 44.-ALL RECEPTACLES TO COMPLY W/NEC 201i TEMPER PAY WHERE THE EXISTING CONDITIONS RESULT IN EXTRA MATERIALS OR ANY 20.-INSTALL 3/4"EMPTY CONDUIT TO ALL p8.-ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR TO EXISTING CONDITIONS FOUND BY THE CONTRACTOR WHICH WILL A�VERSELY AFfECT TEIEPHONE/DATA OUTLETS.PROVIDE PI1LL WIRE. PROVIDE ALL REQUIRE�J-BOXES AND CONDUITS FOR INSTALLATION OF CONTROL PROOF REQUIREMENTS, THE WORK SHALL BE IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE WIRING.LOW VOLTAGE CONTROL WIRING AN0 THEIR TERMINATION IS THE � ARCHITECT/ENGINEER.CORRECTION OF ANY DEFECTS SHALL BE COMPLETELY 21.-ALL CON�UITS SHALL BE GALVANIZED RIGID(GRCI,EXCEPT AS FOLLOWS: (A� RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF UL LISTED PVC CONDUITS MAY BE USEO UNDERGROUND OUT�OORS OR UNDER • ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN OAMAGED SLAB INSIDE THE BUILOING AS ALLOWED BY CODE.CON�UIT FITTINGS AND p9,_ELECTRICAL METER AND PANEL LOCATIONS SHOWN MAY VARY DEPENDING ON THEREBY. CEMENT SHALL BE PRODUCED BY THE SAME MANUFACTURER. SERVICE ENTRANCE LOCATION. ' PLUMBING SPECIFICATIONS TEMPERATURE AND 18"X18"X4" THICK SCORIATED CLEANOUT COVER EXTERIOR WAL � ESSURE RELIEF VALVE CONCRETE COLLAR (ZURN - Z-1406) I.00 -GENERAL PROVISIONS (T&P VALVE) IN AREAS W/NO SLAB RAIN WATER LEADER FROM �}���� �� � ,�_�,�� � -MAY BE REQUIRED BY CLEANOUT PLUG ABOVE ,:�°��*���a��`_-�������� ��: D PROPERLY OPERATING PLUMBING SYSTEM. _ , � ��.� ; _� .�, �n�� ; I.I PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AN LOCAL CODE � 1.2 CODES AND STANDARDS: ALL PLUMBING WORK SHALL BE IN STRICT COMPLIANCE WITH THE STANDARD PLUMBING CODE 2020 7TH EDITION AND ALL LOCAL CODES HAVING JURISDICTION. �I .... ' I I ��� �"���� ���#`� 1.3 ALL PLUMBING WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. SHUT OFF VALVE =I I '-� = I - CLEAN OUT �� :�''� � � �� 1.4 CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE EXECUTION OF THIS WORK. � ��� x� � r HOT FLOW �-I I I I I I-I I I- ��" � ��� � � 1.5 CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES BEFORE FABRICATION OR INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND COLD INSTALL HIS WORK IN A TIMELY MANNER TO PREVENT DELAYS 1N THE CONSTRUCTION. � CONTROL �$"�-�� '`� ��� COMBINATION WYE ���� �,� ��s:� � I.6 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT AND/OR MATERIAL. 8� WITH BEND �` �� ' '����" RIGID OR FLEXIBLE PLUMBING PIPE 1.7 PROVIDE ALL MATERIALS REQUIRED TO PROPERLY SUPPORT ALL PIPING AND EQUIPMENT. PIPE HANGERS SHALL BE ADJUSTABLE TYPE ANQ BE SPACED IN ACCORDANCE WITH TH'E STANDARDPLUMBING CODE. PROVIDED PLASTIC COATED RING ON � AND CONNECTIONS TO BE CODE ��� �� � ���� ( �� �������,�`� ��r" . HANGERS FOR COPPER PIPING TO PROVIDE DIELECTRIC ISOLATION. AND MANUFACTURER COMPLIANT �,��;�;� �� ��,,��, 1.8 PROVIDE DIELECTRIC UNIONS OR FLANGES BETWEEN COPPER AND STEEL PIPING AND BETWEEN BRASSWARE AND STEEL. DO NOT USE STEEL AND COPPER PIPING IN THE SAME SYSTEM WITHOUT SUCH ISOLATION. ,� r��� „ •.:.���'��� 1.9 PROViDE REDUCING FITTINGS (REDUCING BUSHINGS SHALL NOT BE USED) WHERE CHANGES IN PIPE SIZES OCCUR. • '�•�� �� �..+.��� ' :� ... • • �s����� irr r �r� �_ • I.IO THIS CONTRACTOR SHALL SUPPLY AND INSTALL ALL SERVICES THROUGHOUT THE BUILDING AND MAKE CONNECTION TO SITE UTILITIES APPROXIMATELY 5'-0" OUTSIbE THE BUILDING. CONTRACTOR SHALL SUPPLY AND INSTALL FIXTURES, FITTINGS, POWER 208/230 VOLT POWER • �`� •��`�.�� ;�'��o„=��; ���> • VALVING AND SUPPLY (CHECK MANUFACTURER •• •":���� �•: •"��������:•' •�• PROVIDE SCREEN �� +,+�����"�' � ��� �� TRIM AND MAKE READY FOR USE ALL FIXTURES> EQUIPMENT, ETC. SPECIFICATIONS) ��j� ������������:"�;� ..: I.II SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOGATIONS AND MOUNTING HEIGHTS. • •� ��,��� •� � • ����•�� • TANKLESS SLAB wazER oRA�NPANREa��R�o�F EXTERIOR CLEANOUT DETAIL '. ::'�k����'�..'.:����..,n •• INSTALLED IN AN AREA ���� �� Z.00 -BASIC MATERIALS AND METHODS HEATER wHeRewa-reRoaMace N.T.S. CONCRETE SPLASH PAN •• M•+'� � � �������":� ••' � ��� CANOCCUR •• �����r`�'��•�����e����i •�e FINISH GRADE �����,���� �€�,� � ��«� �� . : 2.1 ABOVEGROUND WATER PIPE AND FITTINGS - TYPE "L" COPPER. ;• ;'; ��°���'�� ��,' ��.������� • �r�� ��f ��-� ��� • 2.2 PROVIDE UNIONS OR FLANGES IN ALL DOMESTIC WATER SERVICE LINES AT EACH PIECE OF EQUIPMENT, SPECIALTY VALVES OR AT OTHER LOCATIONS REQUIRED FOR READY DISCONNECT. � _ = r • ��' �`'�x„'��,�� '�� "'•;:' ••• 2.3 WATER HAMMER ARRESTORS SHALL BE INSTALLED AT THE LOCATIONS ON THE PLANS AND IN ACCORDANCE WITH PDI STANDARD WH-201. PRODUCTS SHALL BE EQUAL TO THOSE MANUFACTURED BY PRECISION PLUMBING PRODUCTS OR SIOUX CHIEF. o �,i�IIIIII�IIIi,I� � ;�;��;��';�� �����5. ... PIPE TO SUITABLE DRA �-�� 1=I I I=I I I-I �� , ��'� � � � � 2.4 VALVES: PROVIDE VALVES T0 ISOLATE EACH RISER, BRANCH LINE AND PIECE OF EQUIPMENT. NOTES: � � - I�- ...... 2.5 PROVIDE PRESSURE REDUCING VALVE AND AIR GAP CONNECTION AT DISHWASHER AS REQUIRED BY CODE AND ACCORDING TO MANUFACTURER. -PROTECT WATER HEATER FROM EXPOSURE TO ��;,III,;.��� ' 2.6 PROVIDE INLINE WATER FILTER AT COFFEE MAKER AND ICE MAKER TO REMOVE MATERIALS,TASTE AND ODOR - "EVERPURE OR "SYSTEM$ IV". DAMP, HUMID AND FREEZING CONDITIONS 2.7 ABOVEGROUND SANITARY, WASTE, SANITARY VENT AND STORM PIPING - PVC (DWV) SOLID WALL SHALL BE PERMITTED TO BE USED. PVC (QWV) SHALL NOT BE USED IN RETURN AIR PLENUMS. -WATER HEATER MUST BE INSTALLED TO CONFORM 2.8 BELOWGROUND SANITARY, WASTE AND VENT - PVC (DWV) SOLID WALL SHALL. BE PERMITTED TO BE USED. PVC SHALL NOT BE USED FOR DRAINAGE IN HIGH TEMPERATURE DISCHARGE AREAS SUCH AS KITCHEN. NO CELLULAR CORE PVC PIPING , WITH CURRENT NATIONAL ELECTRIC CODE, AND zsao s. eaYSHORe oRivE . UNDERGROUND, UNSTABLE SOIL, FBC PLUMBING 303.2 ANYAPPLICABLELOCALPLUMBING, ELECTRICAL, �II e��c. n suirE so� HEATING AND AIR CONDITIONING CODES. �� MiaMi FLORIDA 33133 2.9 INSTALL GRAVITY LINES SLOPED AT I/8" PER FOOT FOR PIPE 3" AND LARGER AND I/4" PER FOOT FOR PIPE SMALLER THAT 3". VERIFY INVERT ELEVATION WITH SITE PIPWG PRIOR TO ANY PIPE BEING INSTALLED. I-III -r E � 3 o s s � o a s a a -FOLLOW MANUFACTURER INSTALLATION -III- - �NSTRUCT��NS _)I I=I I I_�I I-�I I_�� juanbdsarchitect�G M A I L.0 0 M . 3.00 -PLUMBING FIXTURES AND TRIM - I-I I_ '" ROb� I�RAIN TERMINATION DETAIL 3.1 ALL PLUMBING FIXTURES SHALL BE "FIRST QUALITY" AS DEFINED AND SET FORTH IN COMMERCIAL STANDARD CS77-28 AS PROMULGATED BY THE U.S. DEPARTMENT OF COMMERCE. INSTANT WATER HEATER DETAIL 3.2 ALL FIXTURES ARE TO BE WHITE VITREOUS CHINA UNLESS OTHERWISE SPECIFICALLY NOTED. N.T.S. N.T.S. 3.3 FIXTURES AND FITTINGS PROPOSED SHALL BE FROM ONE MANUFACTURER AND OF SIMILAR CHARAGTER IN ANY ROOM OR LOCATION. ESCUTCHEONS, HANDLES, ETC., ON THE DIFFERENT FIXTURES SHALL BE-0F THE SAME-0ESIGN. a . . �. ' °a TANKLESS ELECTRIC WATER HEATER SCHEDULE 3.4 PROVIDE FIXTURE CARRIERS AS RECOMMENDED BY FIXTURE MANUFACTURER AND/OR CONSTRUCTION METHOD. ° a � 'C�' OF F�OR � . . . , .'.. . d .Q. . . . . . � 3.5 PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON-ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. MARK IWH-I .�••" "••. j 3.6 FLOOR DRAIN TRAP SEALS SHALL HAVE AN APPROVED AUTOMATIC PRIMWG DEVICE DESIGNED FOR THAT PURPOSE. ��Q;•' IQ(/�c'•,�09 MODEL NUMBER N-160 I 3.7 A�L CONCEALED TRAPS, PRIMERS, VALVES, CLEANOUTS, ETC. LOCATED IN TILED AREAS SHALL BE PROVIDED WITN AN ACCESS PANEL. ; _ • MANUFACTURER TITAN CONCRETE FASTENER • ;n`r ��'; • 4.00 -INSULATION KW I6 (U.L. LISTED OR F.M. APPROVED) . � �� AR00914� •'V NUMBER OF ELEMENTS I � • ; 4.1 ABOVE GROUND HOT WATER - FIBERGLASS, I" THICKNESS, ASJ JACKET, DOUBLE SEALING LAP JOINT, 0.24 K AT 75°F. INSULATION AND ADHESIVES INSTALLED IN RETURN AIR PLENUMS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A ANTI CORROSIVE ALL THREAD ROD C ; ��� MAXIMUM SMOKE DEVELOPED RATING OF 50. DIMENSIONS (H11.5"xW10.5"XD3") "�S�`••...�,.,l�.•'' 1 4.2 ABOVEGROUND CONDENSATE PIPING SHALL BE I/2" FLEXIBLE UNICELLULARPOLYOLEFIN FOAM AND SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50 - IMCOA "IMCOLOCK" VOLTS 240 : ANTI CORROSIVE PIPE HANGER RING TFR�D A�G� (U.L. LISTED OR F.M. APPROVED) � 5.00 -VALVES AND COCKS OPERATING WEIGHT(LBS) 14 BRAKER 66AMP Juan E.Berry R.A. ° ANTI CORROSIVE HANGER FOR USE UNDER THE SLAB F�.���.oo9�asa � ZINC-COATED STEEL HANDLE WITH PLASTIC COATED HAND GRIP, 90 DEGREE OPERATION FROM FULL OPEN TO TIGHT SHUT-OFF - STOCKHAM S214-BR-T-T, STOCKHAM S216-BR-T-S OR EQUAL. 5.2 CHECK VALVES, ROUGH BRASS, REGRNDING BRONZE DISC - WIRE #6/2 STOCKHAM B-345; 8-309 OR EQUAL. ENERGY EFFICIENCY 99°/a N.T.S. 6.00 - STERILIZATION 6.1 DOMESTIC WATER PIPING SHALL BE THOROUGHLY FLUSHED OUT AND STERILIZED IN ACCORDANCE WITH THE STANDARD PLUMBING CODE. PLUMBING GENERAL NOTES I. READ THE SPECIFICATIONS. Z. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS-BUILT RECORDS AND FIELD INVESTIGATIONS. UNFORSEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS DETERMINED DURING CONSTRUCTION WILL BE NECESSARY. 3. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE TO REMAIN ACTIUE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW WORK. z 4. NOTIFY OWNER AT LEAST 24 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTIQN OF SERVICES. SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON-NORMAL CONTRACTOR WORKING HOURS. 5. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED T0 INDICATE EXACT ROUTING AND ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL PLUMB I NG SCOPE OF WORK. O JNSTALLATIONS AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. F- 6. PROVJDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. Q 7. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICA� ROOMS OR AS SPECIFICALLY NOTED. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON-ACCESSABLE CEILINGS. � 8. SLEEVE AND FIRE STOP PENETRATIONS OF RATED WALLS, FLOORS, CEILINGS AND ROOFS. FLASH AND COUNTERFLASH ROOF PENETRATIONS. 9. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS WITH ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER. E E SAME LOCA ION. Z � ( . REPLAC KITCH N SINK AT T 10. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. IL PROVIDE, WHEN REQUIRED BY CODE, AN AIR GAP SERVING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND APPARATUS. W 13. PROVIDE ALLDOFFSETSDANDTFNTTINGSFAND MAKERCONN CTION TO SRT�E UTIL TIES. 2. R E P LAC E K I T C H E N D I S H WAS H E R. � 14. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVIER PANELS SHALL BE REROUTED AT NO W � ADDITIONAL COST. V (A pp 3. REPLACE KITCHEN REFRIGERATOR AT SAME LOCATION. W � � P��MB�N� SPE��F�� NOTEs A ER HEA ER AT SAME LOCATION. � �' J 4. REPLACEMENT OF W T T � Z ,� I. ALL STEEL STUDS SUPPORTING ALL WALL HUNG PLUMBING FIXTURES SHALL BE DOUBLE OR NO LESS THAN 20 GAUGE PER SECTION 2517.5..1.1 OF MIAMI DADE PLUMBING FIXTURE MAXIMUM FLOW RATE 5. UNSTACKING OF WASHER DRYER AT SAME LOCATION. � � W F.B.C. 2020 7TH EDITION � � LAVATORY, PRIVATE 1.5 GPM AT 60 PSf W O 2. PROVIDE WATER HAMMER ARRESTORS IN ALL QUICK C�OSING VALVES. SHOWER HEAD: 1.5 GPM AT 60 PSI f- � _ SINK FAUCET: 1.5 GPM AT 60 PSI (n 3. PROVIDE FIXTURE COMPLIANCE WITH REFERENCE STANDARDS PER FBC PLUMBING SECTION 406 T0 421 WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE Q � _ DISHWASHER (RESIDENTIAL): 6.0 GALLONS PER CYCLE OR � � 4. ALL PLUMBING FIXTURES SHALL COMPLY WITH MIAMI DADE COUNTY ORDINANCE #OS-14 FOR PLUMBING FIXTURES MAXIMUM FLOW RATE AND LESS (ENERGY STAR/WATER SENSE CERTIFIED) � �( CONSUMPTION. � Q WASHING MACHINE: 8.0 GALLONS PER CYCLE OR 5. DOMESTIC WATER SHALL USE COPPER PIPE TYPE L. SANITARY AND WASTE SHALL USE DWV PVC. LESS (ENERGY STAR/WATER SENSE CERTIFIED) a. Q � NOTES: A HAND-HELD SHOWER SPRAY IS A SHOWER HEAD. , CONSUMPTION TOLERANCES SHALL BE DETERMINED FROM REFERENCED STANDARDS. WATER FACTOR IN GALLONS PER CYCLE PER CUBIC FOOT FBC PLUMBING 607.5: FOR SL• I GALLON = 3.785 L, I GALLON PER MINUTE = 3.785 A R C H I T E C T U R � - HOT WATER PIPING IN AUTOMATIC TEMPERATURE MAINTENANCE SYSTEMS SHALL BE INSULATED WITH I" L/M I POUND PER SQUARE INCH = 6.895 KPA. P L A N N I N G (25MM) OF INSULATION HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 BTu PER I N T E R I O R S INCH/HXFT2°F(1.53wPeR25Mrt/MZxK) THE FIRST 8 FEET (2438Mrt) OF HOT WATER PIPING FROM A HOT WATER , 50URCE THAT DOES NOT HAVE HEAT TRAPS SHALL BE INSULATED WI7H 0.5"(12.7MM) OF MATERIAL HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 BTu PER �NCH/HXFT2°F(1.53WPER25MM/MZXK) Auideasdesi9���a9eme��5a�d P�ans � � , , . . , . � � .: , _ , � . . _ � . . . . � . . . .. . . � - � � � � . � . . � . � � � �. . _ �. indicated or represen[ed by this drawings. � � . . .. � � . � . � . � . � . . � � . . � . . � . � . � . � . . .. . � � � . . . are owned by and the property of this oflice: � . � .. � � � �.. . � � .. . � .. � .. � � .. � .. � .. � .. � .. � .. � � .. � � .. � � � . � � .. � .. � .. � .. � . . . . � � .. � � . � � . � � .. � � .. � _ � . .. .. - � ... � : �: . �: � ��: � and were created evoWed and developed for . SLOPE OF HORIZONTAL DRAINAGE PIPE � � �� � ' � �� � � � �� � � �� � �� �� � � �� �� � � � �� � � - �� � � �� � � � � � � � � � � � � � � � � � use on and in connection with the specified � � . . �. . , � _ . . . . . . . . . . . . . . . . project.None oi such ideas design arrangements . � � � � � � � � � � � � � . . � � � . � � �. � � � . . � � or plans shall be used by or disclosed to any' � PIPE SIZES OF �" OR LESS SHALL BE RUN AT A SLOPE OF I/4" PER FOOT Pe�so�tirmo�oo�Po�atio�to�a�yP��Posewnac- � soever without the expressly written permision � PIPE SIZES OF 3" TO 6" SHALL BE RUN AT A SLOPE OF I/8" PER FOOT otee�ryoesi9�st�dio��o.o���a�E.BerryRn. ' PIPE SIZES OF 8 OR LARGER SHALL BE RUN AT A SLOPE OF I/16" PER FOOT � PLUMBING LEGEND CD - ABOVE GROUND CONDENSATE DRAIN (0) - ROOF DRAW - EXISTING HOT WATER LINE SH - SHOWER PRO.JECT NO. CD - BELOW GROUND CONDENSATE DRAIN FS � - FLOOR SINK � - EXISTING VENT LINE BT - BATHTUB . 21 19 - DOMESTIC COLD WATER �_e - CONNECT TO EXISTING Q--� -SHEET NOTE CALLOUT LAU - LAVATORY DATE - DOMESTIC HOT WATER �- -DEMOUSH TO POINT INDICATED �� -SHEET NOTE CALL OUT WC - WATER CLOSET OG�O7IZO2� - DOMESTIC HOT WATER RE-CIRCULATING �� - GATE VALVE KS - KITCHEN SINK la-�- -SHEET NOTE CALL OUT S - ABOVE GROUND SANITARY �...� - BALL VALVE IWH - INSTANTANEOUS WATER HEATER REVISIONS S - BELOW GROUND SANITARY - CNECK VALVE(SWING) DE - EXISTING LINE TO BE DEMOLISHEDWMB - WASH MACHINE BOX � - SANITARY VENT i - REDUCED PRESSURE BACKFLOW PREVENTOR CD - CONDENSATE DRAIN EWH - ELECTRIC WATER HEATER TANK TYPE �' � OO/OOIOO ST - ABOVE GROUND STORM � CO - CLEANOUT AAV - AIR ADMITTANCE VALVE - BELOW GROUND STORM - RELIEF OR SAFETY VALVE CW - DOMESTIC COLD WATER Dat� � i ST � '����JI��3I1�1G�LAlv� � - DIRECTION OF FLOW - OVERFLOW STORM DRAIN � DN - DOWN �i STO - ELBOW, TURNED DOWN NOTE: SOME SYMBOLS SHOWN ON THIS =ti '`)TO To �Cl �-------"' c �,a p Bate_.�.� STO - BELOW GROUND OVERFLOW STORM EX - EXISTING LEGEND MAY NOT PERTAIN TO THIS � - ELBOW, TURNED UP PROJECT. S H E E T NO [ - EXISTING LINE TO BE CAPPED HW - DOMESTIC HOT WATER � - PRESSURE REDUCING VALVE RPBP - REDUCED PRESSURE BACK FLOW PREVENTER - HOSE BIB OR WALL HYDRANT - CO I �� - CLEAN OUT PLUG r - SHUT-OFF VALVE TO VERTICAL SAN - SANITARY - FLOOR CLEAN OUT S - EXISTING UNDERGROUND SANITARY LINE UTR - VENT THRU ROOF � FS�C - FLOOR DRAIN S - ABOVE GROUND SANITARY BD - BEVERAGE DISPENSER � - EXISTING COLD WATER LINE IM - ICE MAKER . . . . . . . . . . . . . . . . � . � . . . . . . . � . � � � . . . . . . . . . � . . . . . � . � . . . . . . . . . . . . . . . . . �S.�r-��r�`�{.r�{ r f'^ z'xrLL�-s3*�"�"y � . . . . . . . . . . . . . . ��7 ��'��y� a S�,a.�. �� .�� . � . . . . � . . . . . . . . . .. . . . . . . . . . � . . . . . � . . . . .. � . . _ €�`..� ������"e�; zY£ ° . � F s ��� �"��" £3'�'� � . . � . . . . . . � . . . . . . . . . . . . . , � . , . � �',iY � . �,. �5 a! +�+k Fev . . . . . . . . . . . . . . . . . � . . . . . . . . . . � . 3 ��. 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A SUITE 301 • MIAMI FLORIDA 33133 T E L 3 0 5 3 1 0 4 6 B 4 juanbdsarchitect�G M A I L.0 0 M E �� FL� ��P����IQUF'Rj49 `�: ;� �: : • �nQ ^�: • M . �tn� AR00914� ;'+C~i ��•.,. ::,�w `rj-'`•..... .••''�•�' FRE p 'A�G - Juan E.Berry R.A: FL.Lic.0091484 COVERED ?ERRACE � �vz^—� ,REF. OVEN MICRO Z O REPLACED SINK WATER � SAME LOCATION CONNECTION FOR � KI7CHEN REFRIGERATOR > AT SAME LOCATION O DW � W�/ I..f.. REPLACED DISH wasHER. PLUMBING SCOPE OF WORK: : U � cooKroP z M _ = r, I. REPLACE KITCHEN SINK AT SAME �OCATION. W I— M Z REPLACE KITCHEN DISHWASHER. � � M PANTRY vJ W J 3. REPLACE KITCHEN REFRIGERATOR AT SAME LOCATION. Z � L.I.1 w sHe�R�r� � 4. REPLACEMENT OF WATER HEATER AT SAME LOCATION. � i j w SAME LOCATION 5. UNSTACKING OF WASHER DRYER AT SAME LOCATION. W � � � � �2 � � � . , 6. AREA NOT PART � � Q ' OF THIS WORK � Q � A RCH I T ECTURE P L A N N I N G - ,,,�•• I N T E R I O R S . � . � . � . � � . � � � . � . . � . � � . � . . � � . . � . . � . . . . . � . . . . . . . � . . . . � . . All ideas design arragements and plans � . . � � . � � � . . . . �. . . . . . . � � - � �. � � indicated or represented by this drawings y . � . � � � � � � � � � .. • � � � . � . . are owned by and the propetry ot this office . � . � . . . . . � � � and were created evoived and deveioped for � � � . � � � � � � � � � � � . • . . . � � � � . � � � . � use on and in connection with the specified � . , � � . . . . . � � . � . � . . . . � . p . . . � . . . . . . . . . . . . . . . . . � � � � � � . � � � � FLOOR •b� e ° � � . � � . � . . . . . . . . � . . � � � � � � � � � � � � � � � � � � or plans shall be used by or disclosed to any � . . . . . . . . . . . . . . . pwject.None of such Ideas design arrangement$ EXTENSION AND person firm or wrporation for any purpose what- . . , • g�� a . . . . . . � STAI RS soever without the expressly written permision � . . . . � . , . . . . . . � . . . � . . � . : . � � of Berry Design Studio Inc.or Juan E.Berry R.A. . . - PROJECT NO. PLUMBING FLOOR PLAN 1 /4��_� �_0�, F �. 2� �9 DATE NORTH 06/07/2021 REVISIONS �,�,,�, 1� 00/00/00 Z,����� ��5 �ate � 1�a Z� � APpYoved �ate�,_._.--- . �isapP�oved S H E E T NO � � _ N d� O .-� in � . � o N � � w c,¢,� '� _ � � ; � � FOUNDATION: CONCRETE SLAB ON GRADE: MASONRY WALLS: � � � ' . . . . , . . . � . . � . � .. . � . . . . �. � . . � . . � . . . . . . . . � . . � . ; � . . . � . �. . . M . 1. ISt�LATI�N JOINTS MUST BE USED AT JUNCTIONS WITH WALLS AND COLUMNS USE 1/2"THICK PREMOLDED JOINTS FULL DEPTH OF LAB 1. DESIGN MASONRY ASSEMBLAGE STRENGTH F'M= P �� � 1. CONTRACTOR MUST VERIFY THE ACCURACY OF ALL EXISTING CONDITIONS WHICH MAY IMPACT THE AMOUNT AN SEQUENCE OF THE WORK. , S . , , 15Q0 SI. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL � � U - BE A MINIMUM OF 1900 PSI. d � � , 2. PLACE CONTROL JOINTS AT CENTERLINE OF COLUMNS. PROVIDE INTERMEDIATE JOINTS IF COLUMN SPACING IS GREATER THAN 20 FT. IN ANY o M �� 2. FOUNDATION HAVE BEEN DESIGNED FOR A MAXIMUM SOIL BEARING'CAPACITY OF 2000 PSF. BASED ON OUR OBSERVATIONS ,FOUNDATIONS CASE JOINT SPACING SHALL NOT BE GREATER THAN 15 FT. IN SIDE WALKS TOOLED JOINT HALL BE 2. CONCRETE MASONR •••• `,' � •= �� S S SPACED AS THE WIDTH OF THE SLAB. Y UNITS SHALL CONFORM TO ASTM C90 AND BE MANUFACTURED WITH LIGHTWEIGHT AGGREGATE, PLACE IN RUNNING • • F-+ o �.;; WILL BEAR IN CORAL ROCK WILL SAFELY SUPPORT THE ASSUMED SOIL BEARING CAPACITY OF 2000 PSF. BONDS. ; .; •••• �' `�•�•• _• 3. CONTROL JOINT DEPTH SHALL BE 1"TOOLED FOR SLAB THICKNESS 4"TO 5". JOINTS SHAL�BE SAWED AT 15'INTERVALS WITHIN 24 HOURS AFTER �' ' .".'. � Z � ' `� SOIL COMPACTION: CONGRETING. 3. M O R T A R S H A L L C ONFORM TO ASTM C 270 TYPE"M"(2500 PSI).GROUT FOR FILLED CELL SHALL CONFORM TO ASTM C476 AND SHALL NOT ������ �� � � ����� "� ...... . �o x.°' ,y CONTAIN ADMIXTURES. GROUT SHALI.ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI, SLUMP 9 JN. ���� � � � a��•• �• 1. COMPACTED SOIL IS TO PROVIDE A SATISFACTORY SUBGRADE FOR THE LOAD BEARING CONCRETE SLAB ON GRADE. BACKFILL MATERIAL 4. CONSTRUCTION JOINT MUST BE PLACED IN THE SLAB WHERE BUILDING EXPANSION JOINTS ARE SHOWN. • • • • • SHALL BE GRAVELLY SOILS,WELL-GRADED SANDS,AND SAND-GRAVEL MIXTURES RELATIVELY FREE OF PLASTIC FINES. 4. REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M, GRADE 60 AND SHALL HAVE FABRICATION �� „ � �,� ��„� " 5. �NHEN CONRETING AND OPERATING ARE CONCLUDED FOR THE DAY, CONSTRUCTION JOINTS SHALL BE FORMED WITH BURKE KEYED KOLD TOLERANCES IN ACCORDANCE WITH ACI 315. SHOP-FABRICATE REINFORCING BARS WHICH ARE INDICATED TO BE BENT OR HOOKED. • •••••• � �' 2. FILL ANQ BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 98%AASHO T-180C DENSITY AND SHALL CONFORM TO ABOVE REFERENCED META�JOINT FORM OR APPROVED EQUAL. �� � � - >��� '�� GEOTECHNICAL ENGINEER'S REQUIREMENTS. 5. PROVIDE 9 GAGE HORIZONTAL REINFORCEMENT AT 16"SPACING LADDER TYPE FOR NON-LOAD BEARING WALL, TRUSS TYPE FOR LOAD ;��' � � u�.��.� � 6. WATERPROOF MEMBRANES, OVERLAPPED 6"AT JOINTS,WITH A PERMEANCE OF LESS THAN 0.3% PERMS IN ACCORDANCE WITH A.S.T.M.E-98 BEARING WALL. , •„• � 3. MINIMUM SUBGRADE MODULUS, k, SHALL ACHIEVE 200 LB/INz PER IN (OR pci)AFTER COMPACTION. SHALL BE PROVIDED UNDER INTERIOR SLAB. SHERE NO VAPOR BARRIER IS USED,THE SUBGRADE MUST BE DAMPENED WITH WATER IN '. ; � �••• ' ADVANCE OF CONCRETING TO FREE WATER STANDING ON THE SUBGRADE NOR ANY MUDDY OR SOFT SPOT IS PERMITTED. 6. ALUMINUM CONDUITS, PIPES,AND ACCESSORIES SHALL NOT BE EMBEDDED IN MASONRY GROUT, OR MORTAR, UNLESSEFFECTIVELY � WOOD MEMBERS: � COATED OR COVERED TO PREVENT ALUMINUM-CEMENT CHEMICAL REACTION OR ELECTROLYTIC REACTION BETWEEN ALUMINUM AND W ,r� , J. ANY STRUCTURAL MEMBER PENETRATING SLAB ON FILL IS TO BE %' PRE-MOLDED JOINT FILLER COMPLYING WITH ASTM D-1752,TYPE L STEEL. � z I 1. ALL STRUCTURAL WOOD MEMBERS TO BE SAWN LUMBER. 'DIMENSIONS LUMBER TO BE'SOUTHERN PINE'WITH A MINIMUM COMMERCIAL C� ' GRADE OF'NO. 1'. DESIGN BENDING STRESS OF Fb= 1500 PSI 8. PREMATURE FINISHING IS NOT ALLOWED. IMMEDIATE FOLLOWING FLOATWG TROWELING WITH STEEL TROWELS SHOULD BE COMMENCED IF 7. PROVIDE VERTICAL REBARS ACCORDING TO PLAN OR WALL SCHEDULE. SEE"TYPICAL WALL END AND CORNER DETAILS"FOR SPECIAL �•-»»� W _ REQUIRED. BROOMING SHALL BE AFTER THE STEEL TROWE�ING OPERATION. REINFORCING DETAIL. �+F++�--- - 2. ALL WOOD MEMBERS TO BE FREE OF ALL IMPERFECTIONS AS. SPLITS, CHECKS, OR EXCESSIVE KNOTS. UNSATISFACTORY MATERIALS TO # ' Q ;� BE REPLACE AT NO COST TO THE OWNER. 9. SLAB FINISH TYPE: INSIDE BUILDING-STEEL TROWELED; OUTSIDE SLAB- BROOMED, UNLESS OTHERWISE NOTED. 8. VERTICAL REINFORCEMENT MUST HAVE A MINIMUM 48 BAR DIAMETER LAP SPUCE. UNLESS OTHERWISE NOTED, CENTER WALL # � . ' . : REWFORCEMENT IN BLOCK CELLS. USE NONMETALLIC BAR POSITIONERS. 3. ALL MEMBERS IN CONTACT WITH CONCRETE OR EXPOSED TO THE ELEMENTS,TO BE PRESSURE TREATED. � DESIGN GRITERIA: 9. PROVIDE DOWEL REINFORCEMENT IN FOUNDATION OF SAME SIZE AND SPACING AS VERTICAL WALL REINFORCEMENT. CONCRETE CONSTRUCTION NOTES: 1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND SPECIFICATIONS: 10.BRACE TOP OF INTERIOR, NON-LOAD BEARING MASONRY WALLS TERMINATING AT THE UNDERSIDE OF FLOOR OR ROOF STRUCTURE ,, EAL A).THE FLORIDA BUILDING CODE(FBC),2020,7TH EDITION, SEGTIONS OF"HIGH VELOCITY HURRICANE ZONE". AGAINST OUT-OF-PLANE MOVEMENT IN ACCORDANCE WITH THE"TYPICAL NON-BEARING CMU WALL BRACING"DETAIL. ����� �ti�y 1. CAST-IN-PLACE CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE STRENGTHS(fc): B).ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ,:`� �j,� �����1 W C).ASCE 7-16, MINIMUM DESIGN LUADS FOR BUILDINGS AND OTHER STRUCTURES. - 11.PROVIDE CONCRETE LINTEL AND WINDOW SILL ACCORDING TO SCHEDULES IN TYPICAL OPENING DETAIL. : �",��'� �.,. t �� l�f�p" A) F O O T I N G S A N D G R A D E B E A M S 3 0 0 0 P S I D).A C I 5 3 0-1 3/A S C E 5-1 3/T M S 4 0 2-2 0 1 6, B U I L D I N G C O D E R E Q U I R E M E N T S F O R M A S O N R Y S T R U C T U R E S. - •� `". �t'r� iN B)SLAB-ON-GRADE 3000 PSI 12.BEARING MASONRY SHOWN IN PLAN SHALL BE ERECTED PRIOR TO THE STRUCTURE ABOVE HAS BEEN P O URED. ���'' •' * �, �,•, "�'' � • g � , 4�'c'�o ;� C)COLUMNS AND ELEVATED BEAMS 3000 PSI � 2. DESIGN LOAD CRITERIA: ' ~ �n �^ D)WALLS 3000 PSI 13.NON-BEARING MASONRY SHOWN IN PLAN SHALL BE ERECTED AFTER THE STRUCTURE ABOVE HAS BEEN POURED. � p ; � H � : .��� E)CONCRETE SLAB ON METAL DECK 3000 PSI LIVE LOADS: � pG : c� �C o ; ��o F)ALL OTHER CONCRETE 3000 PSI NON-ACCESSIBLE ROOF 3Q PSF 14.PROVIDE 9 GAGE LADDER TYPE HORIZONTAL REINFORCEMENT AT 16"O/C(FOR REINFORCED WALLS). �� �,s, '..� vi � ' �,�Z ',� c� • "� r.,��' � a 15.WHENEVER ANCHORS BOLTS ARE TO BE SET IN MASONRY.TWO CELLS AT THE SETTING LOCATION SHALL BE FILLED WITH CONCRETE. I� 'd` ••..•••�� v� ., 2. CONCRETE DENSITY SHALL BE NORMAL WEIGHT UNLESS SPECIFICALLY OTHERWISE NOTED. DEAD LOADS: '�,"i ; � - ROOF 25 PSF �l+�rs� � .,�,�Q���,� � w j� 3. M I N I M U M C O N C R E T E C O V E R F C?R R E I N F O R C I N G S T E E L S H A L L B E A S I N D I C A T E D. I N N O C A S E S H A L L R E I N F O R C E M E N T C O V E R B E L E S S T H A N T H E STRUCTURAL STEEL: �����t� �"``���\ REQUIREMENTS OF ACI 301. WIND LOAD (PER ASCE 7-16): �,�.:�.����, ��;� . ULTIMATE DESIGN WIND SPEED:Vult= 175 MPH BOTTOM TOP SIDES NOMINAL DESIGN WIND SPEED:Vasd= 135 MPH 1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC STEEL CONSTRUCTION MANUAL AND SHALL A) FOOTING 3" � 2° � 2° IMPORTANCE FACTOR: 1=1:00 CONFORM TO LATEST ASTM A36 SPECIFICATIONS. BOLTS TO CONFORM TO ASTM A325.ANCHOR BOLTS SHALL CONFORM TO ASTM A307.ALL : B) BEAMS 1-1/2 1-1/2 1-1/2 EXPOSURE: C WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS(AMERICAN WELDWG SOCIEIY). � � C)COLUMNS - - 1/2" INTERNAL PRESSURE COEFFICIENTS: GCpi+/-0.18 '�'� W b)SLABS 1" 3/4° 1° 2. ALL CONNECTIONS SHALL DEVELOP THE STRENGTH OF THE PART BEING CONNECTED. SHOP CONNECTIONS SHALL BE WELDED. FIELD � 5 E)WALLS = - 1 1/2" RE I NFORCI NG STEEL: CONNECTIONS SHALL BE BOLTED UNLESS OTHERWISE NOTED ON THE PLAN. � � � �---i M � � 4. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A 90 DEGREE HOOK WITH A MINIMUM EXTENSION BEYOND THE BEND OF 12 1. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M, GRADE 60. 3. PROVIDE ONE SHOP COAT OF RUST INHIBITIVE PAINT (MINIMUM 3 MIL DRY FILM). TOUCH UP ALL ABRASIONS AFTER ERECTION. APPLY FIELD .� ,� ; BAR DIRMETERS IN LENGTH, UNLESS OTHERWISE NOTED. STIRRUP,TIE AND 180-DEGREE HOOKS SNALL CONFORM TO THE REQUIREMENTS OF ACI FINISH PAINT COATS AS SPECIFIED,FOR INTERIOR STEEL COLUMNS,AND MISC.FABRICATIONS. � �w� :'� 318. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE SHEET-TYPE WELDED WIRE FABRIC. SHEET LAPS SHALL BE TIED AND LAPPED � C� �aa � 4. S U B M I T S H O P D R A W I N G S F O R A P P R O V A L P R I O R T O F A B R I C A T I O N O R E R E C T I O N O F S T R U C T U R A L S T E E L. ONE FULL MESH SPACING. „ z o ,, 5. PROVIDE �"THtCK JOINT FILLER MATERIAL WHERE SLABS ON GRADE ABUT VERTICAL SURFACES. � (� W� ' 3. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE INDICATEQ. CONTINUOUS REINFORCING STEEL SHALL BE LAPPED 5 ALL STRUCTURAL STEEL, MISCELLANEOUS PLATES, EMBED ITEMS, BOLTS, NUTS, WASHERS, ANGLES, BRACI�f'S, NAILS, SCREWS AND �j � �� 6. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES; TIEBACKS; RECESSES AND OTHER EMBEDDED ITEMS UNLESS OTHERWISE INDICATED. IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318. CONNECTORS USED IN NON-CONDITIONED SPACES AND EXTERIOR AREAS EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED Q �L �z ,_. REINFORCEMENT SHALL NOT BE CUT TO FACILITATE PLACEMENT OF EMBEDDED ITEMS. AFTER FABRICATION NO EXCEPTIC�NS WILL BE PERMITTED(GALVANIZED SPRAYNOT DEEMED EQUNALEIV�. � o� 4. FABRICATION AND DE7AILING ACCORDING TO A.C.I.-315. � �.L FU •� �> � 4. THE STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE FOLLOWING: „ a W °. 7. ALL EXPOSED CONCRETE EDGESSHALL BE CHAMFERED 3/a'OR AS INDICATED. � � �� , 5. ALL ACCESSORIES TO HAVE UPTURNED LEGS AND BE PLASTIC DIPPED AFTER FABRICATION. _ � �,� a 8. ALUMINUM SHALL NOT BE PLACED tN DIRECT CONTACT WITH CONCRETE UNLESS EFFEGTIVELY COATED OR COVERED TO PREVENT A. W HOT-ROLLED SHAPES....................................... ...........................................ASTMA992,Fy-50 Ksi � ,a ALUMINUM-CONCRETE REACTION AND ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL. B. SQUARE AND RECTANGULAR HSS.........................:..........................................AS?MA500,GRADE B,Fy=46 Ksi � � �w '� _ S H O R I N G R E S H O R I N G A N D T E M P O R A R Y B R A C I N G c. P�a T E s,A N G L E S....................................... .......................:................................A S T M A 3 6 i A 3 6 M "C � , 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTIMATING AND SUPPLYING ANY ADDITIONAL CONCRETE REQUIRED TO ACHIEVE SPECIFIED FLOOR D. H OT ROLLED C A R B ON STEEL SHEETS AND STRIPS...................................AS?M A245 � �z F L A T N E S S CRITERI A. �. THE GENERAL CONTRACTOR(GC) IS RESPONSIBLE FOR HIRING A FLORIDA PROFESSIONAL ENGINEER SPECIAUZED IN THE FIELD OF FORM E. H I G H S T R E N G T H B O L T S..:.................... .....A S T M A 3 2 5 z W ................. ............................. WORK AND SHORING DESIGN. F. HOOI�D ANCHOR RODS....................................... ......... ..................................ASTM F1554,GRADE 36 .. � �� Z � .� � ° 10.A MIN.OF 5 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU.YD. OR PORTION 7HEREOF SPECIMENS SHALL BE TESTED ACCORDING TO G. HEADED ANCHOR RODS.......................................................................................AS11VI F1554,GRADE 36 � �w , A.S.T.M. C-39, ONE AT 3, C?NE AT 7,AND 3 AT 28 DAYS. 2. SHORING AND RESHORING DESIGN MUST INCLUDE CONSIDERAION OF THE RATE AND METHOD OF PLACING CONCRETE. H. THREADED ANCHOR RODS................... ......ASTM F1554,GRADE 36 � � � A o ,� ' ............................................ ....... I. WELDING ELECTRODES............................ ........................................AWS D1.1/D1.1M,EIOXX � �'z � ................... � � 3. GC SHALL SUBMIT SIGNED AND SEALED SHORING AND RESHORING DESIGN DRAWINGS FOR REVIEW AND APPROVAL. SHORING INSTALLATION J. WELDED WIRE MESH................................................:............................................ASTM A185 � �j -�-+ � � SAFETY OSHA AND LABOR LAWS z , � �z � MUST BE INSPECTED BY THE SHORING DESIGN ENGINEER PRIOR TO PLACEMENT OF CONCRETE. . 5. F I E L D C U T f I N G O F S T R U C T U R A L S T E E�M E M BERS BY ANY TRADE SHALL N OT BE PERMITTED.B OLT H OLE S SHALL NOT BE CUT OR ENLARGED BY � � �,W � II 1. THE ARCHITECT OF RECORD DOES NOT POSSES NOR PRESUMES TO POSSES ANY KNOWLEDGE OR EXPERTISE IN MATTERS TO JOB FLAME CUTTING IN THE FIELD. � �--�-1 '+'' cW,H �� , WELDING: w •''i � �3 ;` SITE EMPLOYEE SAFETY, OSHA OR LABOR LAW REQUIREMENTS FOR A CONSTRUCTION PROJECT.SAFETY AND COMPLINCE WITH OSHA W� ; AND LABOR LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS CONSULTANTS TO ADDRESS THESE 6. ALL STEEL TO HAVE A SHOP COATOF RUST INHIBITIVE PAINT. U ,� �x � I 1. ALL WELDING SHOULD BE PERFORMEd IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY A.W.S.BY CERTIFIED WELDERS. Z � � c�H :� MATTERS.THE ARCHITECT OF REGORD SPECIALIZES IN STRUCTURAL DESIGN ONLY.THE BOARD OF PROFESSIONAL REGULATION W T. DELETE PAINT ON ALL STEEL TO RECEIVE SPRAYED ON FIREPROOFING OR CONCREfE ENCASEMENT. q � �o �" FORBIDS HIM FROM ASSUMING RESPONSIBILITY OUTSIDE HIS AREA OF EXPERTISE. ,_., (� �. 2. CONTRACTORS TO USE E-70 SERIES LOW HYDROGEN ELECTRODES. � � �� ' � � W �o :_ t ,� � � Z �� � �;: :�d . � �,,,� ti �o � � . � . . . . � . �� . . . . . . . . . . . . .. . . . . . . . . . �d � �y . ,^ <.. � � � . . . . . � � . � . � . � . � �. . . . . .. . , . � . � � �. � � � � � . . . . . � . . � . .. . . . . . A � �d i..) � � � . � � w/ � �� � � �� � , Fsi . . . . . . .. . . . . . . . . . . . . . . � � . . . . . . i�Y! � ( .e � � fY O� .. . � . . . . � � . . . . . . . . . . . . . . . . . . . . . � . . . t, . . . . � . . _ . . . . . . � � - � ' . � � . � � � . � . . � . � � . � � .. � . . . . . . . .. . . . . . � � . � �. . � , � � � � . � � �y� � 9 k„` L�� 1 :y i'. . � �.�:.�2.0�.., �`: v >..�.� �i . . . . . . . . . . . . . . . . . . . . . �.. � . � - . � � � . .. . . .. � � . . . . . � . . . . . � � � � � � � . . . . � . .Ji��. . �: . . . , , REV. DATE: BY: :, `r ,,�� # ,z b b _ ` `_`"'--�-�,.�,..e� a ' ..,_. ,. FOOTING SCHEDULE COLUMN SCHEDULE -#5 4:_.., _._: j/'�'/�1 f SIZE REINFORCEMENT REINFORCEMENT . a a ..d . MARK REMARKS MARK SIZE REMARKS � a q. � . W x L x D LONG. TRANS. VERTICALS OR BASE > TIES OR CAP > � , , < _ �4 e � a . a < a . „ co►vc. a #s�@$.,oic. �� ;�� ���;.aa.e;� � WF-16 16"x 12"x LONG. 2#5 ' BOTTOM TC-1 8"x 12" 4#5 #3�]@ 8 O/C. (HAIR PIN) . , C-1 g��X g�� 2#5 #3 � @ g,�O/C. CONC. MARK TC-1 MARK C-1 DRAWN BY: CF-30 36"x 36"x 12" 5#5 5#5 TOP&BOTTOM w „ „ „ srEE�, Fy=as ks� COLUMN BAR-ARRANGEMENT DETAILS L. A. H �5 G2 4��x 4"x 1/4" P�8 x8 x1/2 _ � CF-18 36"x18"x 12" 2#5 5#5 BOTTOM N.T.S. CHECKED BY: M . R . DATE: :: 08/12/2021 JOB No. s o�- 202� y ��������:R� ���� PAGE: _ � - �� - 5-1 .0 P � . . �y. OF SHEETS ' , • �� ���,. � .�. �::� � � � � . �, EXITING WOOD JOIST REMAIN. � � N � � i TYP a � i _ � EXITING T&G TO REMAIN. W8x35 STEEL ii �4� w v � �`� � BEAM. i i � � i i W8x10 STEEL BEAM. a 3 x. � �I � 3 r: 4"CONC. SLAB REINF.W/ I�. 1 '��� L6"x10"x%i'STEEL PLATE. ,.,, ; ;,;` ,; „ .,, ,;`' „' ii BEAM. STEEL � � 6"x6"-W1.4xW1.4 W.WF. PROVIDE DOUBLE � � � LAYER OF Vt/.W.1�1.AT i i W8x10 STEEL � d. � �� BEAM. O1 � CONC.SLAB ON STAIR TYP �� i i ��° � � GRADE �a � _______________ EXITING WOOD JOIST Q �, c ;;� #3 CONT. EACH - � i� REMAIN. � � ,� . NOSING. ��i i�l i i `r' � � _ w .. .., < a a a .. _ ° ° e e a �. � ` � �� ' �i �� �i EXITING T&G TO � � � a >;. ii ii REMAIN. •����• � " � - a . �/i'EXPANSION ii ii : ..� .... 'o'Q��� : Z �\/�\/�\/�\/�\/�\ • • /�\/�\/�j / co Z =— a ° JOI fdT MATERIAL. �, I I � I I •• • �..�.� �n a�� * g �� �����\ � x4x�/4 STEEL i i i i 4,..,, <, «<: �. �. ,� ... : a �\,,� a � _ � _, � I I I—I I I—_ a . OLUMNS. SEE �� �� ... . � . ` w � �\ �\ \.'� c� VAPOR BARRIER. I ;( _I I I—I _ LAN&SCHEDULE �� �� • •�'• � (A � �� �� I I I��I I I—I I I—� , d a � . I I � i i i •�• •• • � •_•�: 1� � �� �— — — � •• • •. . • 1 -0 - i i i ... .. . . .G� WELL COMPACTED FILL. --��_ _ - 12x26 STEEL ii I I i • • ••• W 2#5 CONT. �—I ( (- ° — - i i W12x35 STEEL BEAM. ----------- •• • •��• ' = I—I I I I I =— EAM. i i I I nP ... .: .�. :,� =1 I I I I 1=1 I �I I�.I I- , , , y4 . . .. . � . TOP VIEW . . �. I I —I i i .. . . W . � �� i , i „ „ ... . z , � —0 TE TOI— VI EW � � PL6"x6"xYz°STEEL PLATE. —-—————————— • — C7 � I , .. w !,� I I � I ( 4x4x%4'STEEL COLUMNS. "" Q ' SEE PLAN&SCHEDULE � �� . ':E y�� �N;�;;�;��:� . ,..t.,.,,..w.,�....... ......�i� 4 = FROM VIEW FROM VIEW EAL T � � D E TA I L p ` ,,, .. .,,,��,,,, N a , THI CKENED EAD GE DETAIL - T Y P C A�L S T A I R Q�T A�#�. - D ETA� L ; �ti � � � 1� ,.• .. �,r ,,W � N.T.S. _ 3/4" = 1'-0° - 1" = 1'-0° S-3.0 �,� _ ��-0" S-3.0 = ,�, '•, .� �r� �� �g � � � � �' � . t� � : ' ' r+ : *�(�pv;. � : pq � t� • �C C�`O, . � :ci �c a : ��z; : ,� •. �' y � o � w`; s �� 2#5 DOWELS x 3'-0° DRILL%a"QS HOLES x 4�/2� /�i�i�'�''• ....•• .•� �� � a: (4) /$ QJ EXP. BOLTS 4 Y2' EMB. INTO CONC. DEEP&FILL W!EPDXY �� •� �,0`�` a �t� �j '� � t�.>: NEW CONC. BOND GROUT. ���► � ��` � 4"x4"xYa"STEEL • BEAM.SEE PLANS � : � . . . . . � AD . p. . � p � . .Q ":'' � ..... ` �s ..t�...��. na..�.... .. .ti:8 a'aa>�:a+.'+al`ti...,. COLUMN. � � - - eD ° � D Q , 6 A _ p . � a , _ EXISTING TIE � : � ' p � A b D . p a `�—' �— << --� BEAM REMAIN. o . ° � p; p a u V1 v ° 8"x8"�z'STEEL : < a�. � �� �.� � � �_ z U � < , °d ^ a .. a EXIST. CONC.TB. , �, PLATE. � _ " <^. a _] p � _ U � - _ �—' .< . � D . . . � . �1"�'i. 4° a'��°� a e a . a . . - - W8x35 STEEL BEAM. . M W a. � w �4" Q a d NP ���P N��� a a L 4x4x3/$"x0'-7"STEEL ANGLE. EXISTING 1 #5 W � � L 4x4x3/$"x0'-7" STEEL D CONC.FtLLED CELL AT � T z STEEL COLUMN � w a < ANGLE. W8x35 STEEL BEAM. EA.SIDE OF OPENING M W A ; a��a _ #3 DOWELS @ 24",GC. EXISTING OPEIdING TO REMAIN. � � H : (S E E P L A N) g ; a. , 4 T O B E B L O C K U P z� 3 WITH NEW 8"CONC. � � W� ; CONC. SECONDARY POUR (4)%s"(d EXP. BOLTS. <C . — MASONRY UNITS. °e � � �� : .— U � a ' . � O z PL 8„x8„�„ NEW 8"CBS BLOCK i � :. DRILL�2"Q1 HOLES x 4" O o�, : WALL DEEP&FILL W/EPDXY oasrir � � : p . � F� � EXISTING GRAQE. Y4� EXISTING GRADE. a GROUT. JOISTI � � � �� LL W y ,.: 2 �rt� - �- - - � � a� : I TC-1,SEE SCHEDULE. a f Nursa _ _ , , _ _ EXISTING CONC.SILL EXISTING 8"CONC. i w c7 ;:, I I B . aa � N�nr2M � � n � TO REMAIN , p w�' : MASONRY UNIT WALL � ,� EXIST BLOCK exreN- _ - -- _ — - -� D � �w `� < TO REMAIN. �••I � W z ;: ' I I � WALL � � _ :�� �� �� �� �� 4 � �� �� �� � I< � I I � � � �w \�\�\�\�\� � � Q �j �j �j � � . °a � � � � � � � o _.. �� W y �/�/�/�/�/� I I �������\��\� , „ 4 � z ,��j,� � �� ��� �� �� �� �� a 3�� : 3�� �������� 3#5 DOWELSx 3-0 ^ . �� �� „ „ o p `"'V _Rj o� , �� �� �� �� �� �j �j �j / q�, �I � 2 2 EXISTING 8"CONC. EXISTING 1 #5 IN CONC. E A '/�\/�\/�\/�\/�\/ \\�\\�\\�\\ � ° 2-%" 0 EXP. BOLTS �� „ TYP 11IIASONRY UNIT WALL FILLED CELL AT EA. � � o ,. ����������� a I I y� �� �� �� � _ W 4 �4� TO REMAIN. SIDE OF OPENING TO ,��„ �� � o-D R E M A I N.F I E L D V E R I F Y. � � �; �7 � �� �� � � � ° � ����� io V 3 �� �� 4%z' MIN. EMB. INTO o w . \/� /� /� . `// N E W C O N C. F T G. r � °�� , < .a DRILL /a 0 HOLES x 4� CONC. Z � �o �. ����� a , �� a ,. D E E P&F I I�L b�/E P O X Y o W C C j � ����\��\\� • i s a • •. . ��j SEE PLANS � GROUT. 4-5/s°0 EXP. BOLTS 4%2° f� � � �w ��\��\� ° a � /�� - - - - - MIN. EMB. INTO CONC. U •r-I U� ��r�r � � v� . � \/�/�/ LI IJ a �/ D � . . � � _� � . . .d. � a �a . a . e:- a ' � . . . D .p . � p' p�. . . �'" : \�/\�/\ a /\ a . .<a� a ° FRONT VIEW LATERAL �IEW , W .� �� ; �j�\/�\� • � •d � • � �\� _ .a ° .r_.° . ;_.�,. _U= - EXIST.COIdC. FTG. EXISTING CONC. D p , D. � p D. � A V J a� /�//� � a• �� <a , ;a �, ': a a a — — � _ FOOTING TO REMAIN. o . a Q. °D � � � w p `: \//�\/ a /�\/ - - - - - � a � C� • z� / \� .\� /� o D.D � ° . ° ' �\ �\ �\ �\ �\ �\ �\ �\ �\� / � �\\� NEW. FTG. EXIST. FTG. ��%��%/��\/%�%%�%%\ W � W ""� ..' ,�/�/�j�j�/�/�/�j�/ \� \� CONC. FOOTING E-� � Z � � � � � � � � � � � � � . � � �' � �Q : / / / /�/�/�/�/�/ �- �� �o \��\��\.\�\i\� i\� i\� r\� i\� r\� r\� i\ � �� ; a � � az ` O� >.�.��.�>;:>:::�•:'•. v_ ..,,� . . . . . �:�l,!�,.y:a�i.i:'��;t'y3�;•.a.s:��.���'>",:t�`H�.s3'i:�'r�:3sytss's','•'3t3s's's's's'�'.�:i�>;s,. �, - DETAI L A DETAI L B DETAI L E DETAI L F N.T.S S-2.0 3/4" = 1'-0„ S-2.0 1 1/2" = 1'-0" # S-3.O 3J4° _ 'I�-O�� S-ZA REV. DATE: BY: �; 2-Y2"�THRU.BOLT WITH NUTS AND WASHER. PROVIDE (7j 5/a'0 THRU BOLTS AT EACH END. ��_ . NEW TILE MATCH TO EXISTING OVER EXISTING CONCRETE �'' � EXISTING ROOF TO REMAIN. #90 ASf'HALT PAPER HOT MOPPED ON #30/�SPHALT PAPER TIN-CAPPED AT ��M TO REMAIN. - _.. �. - ` 12"O.C.AND 6"O.C.AT OVERLAP _ �� /� • �4�...... ,. ,..., . I�K�t OdER 1x6 T&G MATCH EXISTIIdG PL BxLONG.xYa"STEEL ` ��"`'`�.�/u'�<� ��.�.~, �„ ,,.,�. � � � � � � �. ,, N�Ei�ED WITH 10d RING S'HANK NAILS. PIATE.EACH SIDE. , , . .., ., A . <,`__ EXISTWG ROOF TO REMAIN. � a p. 2.. a . a DR WN BY• ,�. _ a p . � � N o a � L. A. H N - �-—- -—-—-—-—-—-—-— —- - � i� a � CHECKED BY: � � __=_-_ — �� � � ! � a M . R NOTE: -___ =- — 4�� - -----------��--------- � �IOT IN USE - 2'-2„ a D ATE: FOR LONG.DIMENSION _ SEE PLAN.SHEET S-3.0. N EXISTING WOOD JOIST 2,-6" a 4' N o Q � � a o t T EMA�N. a . 0 8/12/2 0 21 ` O R EXISTING WOOD o JOIST TO REMAIN. 4„ JOB No. ; PL SxLONG.XY4' PL BxLONG.�a" 4"(MAX) 24"c�AX� a 0 7 2— 2 0 21 STEEL PLATE. 2-yZ'f2�THRU.BOLT WITH EJUSTtNG WOOD JOIST STEEL PLATE. �7 : NUTS AND WASHER. TO REMAIN. � e"fn THRU BOLTS AT 24" EXISTING CONCRETE NEW Z�c8 WOOD JOIST %"�THRU BOLTS AT 24" O/C MAX.STAGGERED. BEAM TO REMAIN. EXTENTION O!C MAX.STAGGERED. ....4E�4.........�����-iii4 .,...�.�.:�.:�;;����� '��,�� '��. a EXISTWG WALL BEYOND ° TO REMAIN.REINFORCE o AS SHOWN ON PLAN. EXISTING CONCRETE CONCRETE COLUMNS. a PAGE: BERM TO REMAIN. a , � EXISTING WALL BEYOND CONCRETE COLUMNS. TO REMAIN.REINFORCE AS SHOWN ON PLAN. ., _ S-1 . 1 � DETAIL � DETAIL H FLINCHED BEAM QETAIL - oF S�EETS .. - 3/4" = 1'-0�� 5-3.0 3i4" = 1'-0" _ S-3.0 1" = 1'-0�� , _ �� � �.: s���.•� ,...� � � SCOPE OF WORK: 0 . � � � . . . � . . . . . � . O M U . . . . . . . M �`1 m - THE PROPOSED SCOPE OF WORK CONSIST OF: w U ,� `` :� 1. INTERIOR REMODELING AND EXISTING PORCH TO BE � ENCLOSURE. W 3 Q 3 '� � � � A � a r., .. . . . . M � t;� . . . . . � . � .. . � . � . . � � ' � � � . . � � � O . . . . . � � ----- -- -- -- -- -- -- � � � � � � . . Q � � . � J � , , I — � E-" O � �, _ _ ' _ _ N � :; `,<� . I %�'=�-- -- - - -� ' W M � � . . � � . I �� !! / /� '/ . . � . . . . . . •����• � r-> � f' . F-1 � � . . . �,� � � J /. � % . . . . : •�' •��• �A:� . . . � . . � � . I /` � . � . . . . l� ,y` � . . . . •r a •��•r• vl ��� � I / . / �r / �!`� / / I •�• � 1 � �' r ( •Y• • � • � 'J �/ '� � ' b i •• • • : ��: � . . � . . � . . I � �� / �� , /� � I . . 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I I T` ' / . % %" f,' '� � . � f+�l � i_' W `: i � f�� i i ,% � ,/ 1 `-1 f r� � ,/' / �' rj W r—� ��-�-1+ v� I i/ j � , / i 1� �%' i i J�j' ,, ` �, � rl �• �i � � v! a 3 �� / � �j . � . � - . . . . . � ' .�� �� //�J j' l' F-18 � /� j' r f ��� �� / , �r � . �`-� � . �x . /� / J � /f / � ,� � i i ,/ ' I W � }� z F � y�/� / � i , � i / ; ,� �� A � �r � / � � � 1 �` r � � � � T�1 % /' , % TC-1 I i �% r ��' f j� /� /� � � � w x i . � ,/ '' / / i W . z F � ' � � � f ' %� - ---�--�— � — — -- - �_/� t- % t'" _� � � c� �� � ,' , , f=- �_ --;>— W z i i,/ / , � >� - � � W o 6 — — �� ,, ;'` — " �, .,��' � , �` -- -- -- -- -- - - ° -- -- -- ----- ----- -- H � Z �� i 1 � r � WF-16 ( � � � • �� , Q ;> i / ,r�� I N � � �-Ji '�-�I � x°x ;. i % l \ � p1 Ln �.7 a � � �� ,�'' , ; U T A DETAIL p., � 6j �� >; i , ;�'� r co ~ S-1.1 TYP. o� f ; o r � � � I � �a � . . .. � . . . � � � � �� � ' . LL LOOR I � �r . . '�>�>'•r•' `a:> 'm`ti;:;�:a`a�.,,,,,,,,,,,,, , � � / r I M — � �I �L' __ _ ERSfDN-7CIVUf�J� � I N 7 I .ww,w � . . . . . . .. I I �� r i�� i �7 _ — �RS — — _ — — . . � . � � f� � ; J � ,' � i I — — — — c� 'iJ � f ,/� %� i WF-16 � � REV. DATE: BY: . NOTES i J ;' `� -�' ' i � PROVIDE# IN # � ' - `-'�� 8�-6�� 3000 PSI C NC. 1• FOR GENERAL NOTES, SCHEDULE AND DETAIL REFER TO SHEET S-1 A ( 7 }— - - - j� ,-���� , —�7 � FILLED CELL,TYP. � \_J rf 2. CENTERLINE OF COLUMNS AND/OR WALL SHALL COINCIDE WITH THE CENTERLINE OF BEAMS AND/OR F OUNDATIONS BELOW. � EXISTING STRUCTURE TO REMAW EXISTING STRUCTUR TO REIv1AIN 9'-10" 3. CENTERLINE OF BEARING WALL OR COLUMN BELOW 1S CENTER LWE OF WALL OR COLUMN THIS LEVEL UNLESS OTHERWISE NOTED. , . 4. COORDINATE ALL ROOF SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. A B C 1 F D ""' ;:,. .._ 5. FOR EXACT LOCATION OF ANY OPENING AND/OR EQUIPMENT, COORDINATE WITH ARCHITECTURAL, MEGHANICAL AND ELECTRICAL DRAWINGS. S-4A � ,< • _.<iu�•.:.������ ��:, , ;. ��� ��..'.�..:..u..�.�:� . . ; . � 6. FOR NON LOAD BEARING MASONRY WALLS AND/OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS. ` ,,_ 2 y� - 7. TOP OF NEW FOOTING SHALL BE MIN. 1'-0" UNDER GROUND LEVEL. T� � � 6 DRAWN BY: L. A. H �: SOIL STATEMENT CHECKED BY: ` PROPOSED FOUNDATION HAVE BEEN DESIGNED FOR A MAXIMUM SOIL M . R . BEARING CAPACITY OF 2000 PSF. A THE TIME OF CONSTRUCTION THE P A RT I A L FO U � D AT I Q� P�A I V UNDERSIGNED SHALL PERFORMED A VISUAL INSPECTION OF THE SOILS NORTH UNDERNEATH THE PROPOSED FOUNDATIONS AND VERIFIED BASED ON SCALE: 1/4"-1�-O�� Q DATE: OUR OBSERVATIONS THE WILL SAFELY SUPPORT THE ASSUMED SOIL O C.�/� �/�O 2� BEARING CAPACITY OF 2000 PSF. JOB No. 072— 2021 � LEGEND: ' �......,,�:...,�. .:��:.;>::,;�':��� �:�' '� �;� DENOTES OUTLINE OF EXISTING WALL DENOTES OUTLINE OF EXISTING CONCRETE FOOTING. PAGE: � DENOTES OUTLINE OF NEW CONC. SLAB. � DENOTES NEW 1-#5 VERTICAL IN BLOCK CELL FILLED WITH CONC. � GROUT,TYPICALLY WHERE SHOWN. - - DENOTES NEW STEEL COLUMN, SEE SCHEDULE ON SHEET S-1.0. S-�•O � � i � DENOTES NEW FOOTING , SEE SCHEDULE FOR REINFORCEMENT. '.: �` TC-1 DENOTES NEW START CO�UMN, SEE SCHEDULE ON SHEET S-1.0. OF SHEETS �...:.� '° ` - � � � . � . . . � . � � . ,.,�.a;k��.:'>"„�<>,�,;.:>,,,,,,,.w.,.is;u;�`£>:�v#. ,:� .>,.;`::3�:w��.a.��E r;'s�. . � _ SCOPE OF WORK: 0 � � U . � � . � � . . � � � O M U ' - THE PROPOSED SCOPE OF WORK CONSIST OF: M N � w ¢ � � � � x 1. INTERIOR REMODELING AND EXISTWG PORCH TO BE ;;:� ENCLOSURE. � a � �: A � 3 s � : � � M � � � WOOD CONNECTORS SCHEDULE: 1 ------------------------- 1 �� o - - - -=---------------- - Q � � G=292.60 Lbs ` I �--- � o M � _ U= 365.71 Lbs � � E-� o � � 1 PROVIDE (1) NVRT-16 NAILED WITH 4-16d 3 EXISTING 2x6 WOOD JOIST AND JOIST RAFTER AT � I � M � ; � I ��.. 3z � :.� NAILS AT JOIST AND 6-%a"fd TAPCONS AT TIE 16"O/C.TO REMAIN. • • � �y i� • • r `� • - BEAM, BY MFR. NU VUE . NOA#20-0519.03. I � � '..'�� ..�. � � � G= 219.45 Lbs I I ••• U=290.217 Lbs I I •"� . 2 PROVIDE (1) NVRT-16 NAILED WITH 4-16d 4 NOT IN USE. I I � � � , � �� ;� .. . . . r�� �� � � i �� t`� NAILS AT JOIST AND 6-%a"0 TAPCONS AT TIE I " ' " ' ' BEAM, BY MFR. NU VUE . NOA#20-0519.03. ( I . . .... � I I I .. . ..�. . 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WIND UPLIFT PRESSURES �PSF) 6 _ � i _ _ _-----_ _ - - :. - - � - _ - _�� '" ,-------------------------- � c� �� �� �- i i i �---------------- �� -------------------- ----- ZONE 10 SF 20 SF 30 SF 40 SF 50 SF 100 SF i i i i i - _�� _ �� _ ��- �� _�� �� -��� _ �� _�� _�� _ �� W q� , �� . iii � i i -�_ � �� H � � �� Z �� :� 1 -46.14 -44.86 -44.10 -43.57 -43.16 -41 .87 � � � ( DETAIL E � � 2 y �-' t� F° ` ii � i a � � �� :` 2e -46.14 -44.86 -44.10 -43.57 -43.16 -41 .87 i i i i TYP. s-,.' i i � ► °''" 2r -80.32 -73.89 -70.13 -46.46 -65.39 -58.96 i i i � i i I � �� � 3e -80.32 -73.89 -70.13 -46.46 -65.39 -58.96 � � � � I s,� � � �..v.......�,.......��.....�.���::.�;n ��� 3r -96.32 -85.89 -74.13 -43.46 -62.39 -50.96 I I I I I I ALUMINUM CANNOPY 1 _ I -� I REV. DATE: BY: � --------- -- I S-4.0 � I ; # ;: 7 , ,, '; - - - - - . � DO NOT REDUCE WIND UPLIFT PRESSURE BY ANY DEAD LUAD � , rL "f„ .., , A g C F � ����,�:?f_ ;T �� x ,� � � .�t� `... ���::„:.:;:.;<::>�,,.....::»>�:�u>=: - DRAWN BY: , NOTE: ;: L. A. H DESIGN CRITERIA: ROOF SUPERIMPOSED LOADS: CHECKED BY: � ASCE 7-16 DL=20 P.S.F. p V= 175 M.P.H. LL=30 P.S.F. M . f\ . CATEGORY II SYSTEM DL=5 P.S.F. PA RT I A L ROO� P LA I �1 DATE: NORTH > EXPOSURE C ENCLOSED BUILDING SCALE: 1/4��=1�-�° 0 8/� �/�O�� � 1 = 1A JOB No. `t: 072- 2021 LEG EN D: rvoTEs u...,...... ..�,�..W.....�...... ��� e.��*� ,� � DENOTES OUTLINE OF EXISTING WALL 1' FOR GENERAL NOTES, REFER TO SHEET S-1 A - - DENOTES OUTLINE OF EXISTING CONCRETE SLAB. 2. CENTERLINE OF COLUMNS AND/OR WALL SHALL COINCIDE WITH THE CENTERLINE OF BEAMS AND/OR FOUNDATIONS BELOW. PAGE: DENOTES OUTLINE OF NEW GONC. SLAB. 3. CENTERLINE OF BEARING WALL OR COLUMN BELOW IS CENTER LINE OF WALL OR COLUMN THIS LEVEL UNLESS OTHERWISE NOTED. � DENOTES NEW 1-#5 VERTICAL IN BLOCK CELL FILLED WITH CONC. 4. COORDINATE ALL ROOF SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. GROUT,TYPICALLY WHERE SHOWN. , DENOTES NEW FOOTING , SEE SCHEDULE FOR REINFORCEMENT. 5. FOR EXACT LOCATION OF ANY OPENING AND/OR EQUIPMENT, COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. �-�•O ` � � � TC-1 DENOTES NEW START COLUMN, SEE SCHEDULE ON SHEET S-1.0. 6. FOR NON LOAD BEARING MASONRY WALLS AND/OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS. _ ,c'�<.« '� 7. TOP OF NEW FOUNDATION SHALL BE MIN. 1'-0" UNDER GROUND LEVEL. OF SNEETS 8. EXISTING ROOF SYSTEM CONSIST OF 1x6 T&G OVER 2x8 WOOD JOIST AT 16"O/C.AfdD 2x8 JOIST RUNNER AT 16"OiC. Mw.,.�.......�.....,.y....�.H.,...,.,�.u..,.�,u.�w����i � �w:>:�;;..W,,,..v..,�.,.,� --- -- �� 0 . � � c? O N G � �� " � � � . . � . � � . . � . . .. a Q .N � . + . . , . � . � . . . . . . . � U � . EXISTING ROOF TO REMAIN. a g EXISTING ROOF TO REMAIN. Q 3 ` � � � & � .� . . � . . . . M� � �� . . . . � . . . . . . . M .. . . . . . . . . 12 . . . , . . W �O O , � 3 � � � Q .� U �. T � . . .. . O M � ,a . . . . .. ,......... . . . � . .... ......:... •:� � ELEV. VARIES -- -- ,,., ., ,. . .:.,_ E� o � �: , . ------------- ---- TOP OF BEAM .� � M � _. , _ .. `/'i , ,.. �.•..� W � � � _. . 3 � � . . :,, .. _ _ . � .. . . ° a . . � . . � � � � ii' . � � � � . • • •��• •�p�' .�� .. ' ELEV. +8'-6" ----- - --- �; �..' : �..�.� ° r� � a•. TOP OF TIE BEAM i •.�� • .�.. � � ; •••�•• cn. � ' . w. . i � ..•. . . . U. Q � �. ������ � •i • ELEV. +8'-6" � ' -.`�'. ...... . . . .� ---- ----------------- ----- . . .. _ TOP OF T.BEAM '" '.�. a..- EXISTING WOOD ...... •�� ; E�3 �. ;-; ;- : ' JOISTTO REMAIN. ; • • �� � a � i � , : .. . .. .� �� .. . . . . ... . z . ° EXITING 2x6 WOOD JOISTS w ;� ALUMINUM TRELLIS AS PER AT 16"O/C. TO RE1�lAIN. EXISTING CONC. TIE # �� --- - --------- - ----- . BERI�TO REMAIN. �� M.F.R SPECIFICATION . SEE PROVIDE TWO(2) PL 8x LONG.x Y4 � s�� PLAN FOR LOCATION. STEEL FLATE WITH �/$°�TW�fiR`6! � � >, PROVIDE WOOD BOLTS AT 24"O/C MAX. STAGGERED. ,fi ~ CONNECTOR AT EACM dOIST. EXISTING MASONRY _ S E E P L A N A�I D S C H E Q t:t L E. V�I A L L B E Y O N D. :��,�,;�:��;:�.4„�:..>y ....,,.w. ..w.,.� ...:� ANOD SCH DUBE FOR REINF FOR E A LN REFERENCE SEE TYPICAL DROP `��`��� ����i�N r� BEAM DETAIL ON SHEET S-2.0. _- ��� ��t�,� �, p., ;: _ •••• •�, j i� N NEW 8"CMU WALL BEYOND. S E CT I O I� 2 - ~ ' g . � �' �'���'///��C�7 0 3/4" = 1'-0" - ; � • �,:.,� �� ,�., % O : � � � � � � �:. � � : t� .� �•� � � o,`. , �, � z , _ „ „ �'• =a � NEW 4 x8 CONC. SILL � •� •' � = W W � WITH 1#5 x LONG. ��i,i �,,Jy •' ,���y`= � a •....• � � O \ � a . r �i�� -1c '��. .� � w�.: `` � ` '���1\\\\\\\\����\ ».»., � . . . . . . . . . �•���. '���:a�.•:,�5�,.��,.,,��,,..,...z.r,�ct.r........�....,.,,.... EXISTING ROOF TO REMAIN. . . � . . . ..d ` . . . . � � . . . 4"CONC. SLAB REINF.WITH 6x6-W1.4xW1.4 � � WWF OVER 6 MIL VAPOR BARIER&WELL EXITING 2x6 WOOD JOISTS 12 � z ` COMPACTED FILLED. AT 16"O/C.TO REMAIN. s �— � y _ . � .� � EXIST. FLOOR SYSTEM _.. ..,. _ � � � , TO REMAIN. T _ , . .� z : `', w q _..::.:.,., _ W � M z E-� � u L"J Pa � ELEV. ±0-0 ----- c�� .` ------ ------ --- -- ----- � ' � .. . ... . .. .. . .... . TOP OF SLAB � tCS W� „ ELEV. -0'-7%„ � .��' �U . ----- a .. r . ° � O w Z TOP OF SLAB X+ " X--;. .:, X ��—� W , o�, . i �• a �� EXIST.GRADE �t . '� � � � � ,� � �. � •`� � a� :; j��j��j�� �j�\/��j��j�\ _ _ . o� . � � Wz . r��i��r��i� �i���i���i i���i���i���i� i��i��r � � � o H W . ���������� a �i���� ��������� a ������ , � � �z ��i��i�� �i��, ��i��r�� �i��, � , , � � �� ^ //��j� °° a ° //�// •//�//� °° a.a //�// i i � — z� :, ��\\�\\ � _ \�\\� ��\\�\\ � _ \�\\� W� ,. 'i�/j . . �/j�// �i�jj . . �jj�j/ o � c� �� `�: �� �� a a � ��\ �� a a � ��\ � Qo : //�/�//�//�//�//�\� //�//�//�//�//�//�\/� EXITING 2x6 WOOD JOISTS I � �`�j � x W ,; �\ �\ �\ �\�� �\/ �\ �\ �\ �\�� RUNNER T 16"O/C. TO REMAIN. 5 �� Z �-I � �a < r\�/\�/i�/i�� \��\�/i�/i�� (1) /$ Q1 THRU. BOLTS. — — W �� � �� . PL4"x2"�a'STEEL ANGLE �" �� � w F � CON. FOOTING. SEE / %a° TYP. U � � x� ; PLAN AND SCHEDULE � � z � � `t' NEW W 8x35 STEEL BEAM. A � �� " � zF � � a� W° ' / zH - sECT�o�v , �^► � � w wQ � 3/4" = 1'-0" - � SEVT��N 2 H � Z �� �. � • �� �. � � (� x a " . � 3/4" = 1'-0° - � � �W . � a � � � : a� : � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �, �� . ��w�.::...::....�.�...� EXISTING ROOF TO REMAIN. REV. DATE: gY; IEXITING 2x6 WOOD JOISTS I # I AT 16"O/C.TO REMAIN. ( � t I I / _f r ; � � . . . �.s � � . . . �' a�4 � . ' � ��^-� . � . . . . . I . � . . � . I � � '�."�u :", �r� � �. . '�'"�,��� a� 'v'� E "*'v.� ',,,,vl� �i . - . . . . . . I . I . . . . . _ v"_,��, ���..., ^,.� .,,�'''..t��t� �. � �,..::�,�....... ..�,�.....,.:�y,�"al� � -� `���� . � � � DRAWN BY: ,;; � � � L. A. H ,. :� � � � CHECKED BY: I M . R . I DATE: I I �8/12/2021 �� INEW W 8x35 STEEL BEAM. TYP. I JOB No. �/4� EXITING 2x6 WOOD JOISTS IRUNNER T 16"O/C.TO REMAIN. I 0�2— 2�2� FRONT VIEW (1)%8'�THRU. BOLTS. I I � PL4"x2"xYa° STEEL ANGLE ��:.�:,<�a...�......�......:::��. ���:�<< ���.�� ' PAGE: � — — — — — — — — — — — — — — — — — — — � S-4.0 . � � . � � � � � � � � . � � r, OF SHEETS ��>::a��:;'�_,;,;.::v.,.,_..w....��.....�,��;.�;s�,�., .;:. ,�u�;�:�:�_�.