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Home My WebLink AboutDocumentation_Planning and Zoning_Tab 4_05/17/2018 � , ,, VILLAGE OF TEQUESTA ` ��, DEPARTMENT OF COMMUNITY DEVELOPMENT � _ �. ,.,,,,,< T, Staff Report—Planning &Zoning Board Hearing—May 17, 2018 1. PETITION DESCRIPTION—SPM 8-18 APPLICANT: N2 Architecture+ Design 2081 SE Ocean Blvd, Suite 1A Stuart, FL 34996 OWNER: RVT TEQUESTA SHOPPES LLC (Plaza Owner) REQUEST: Application from RVT TEQUESTA SHOPPES LLC(known as Tequesta Shoppes)for a Site Pian Modification to install a metal translucent and operable awning on the courtyard, modify storefront openings, and remove an existing canopy and exterior bar area on the Josco Bar and Oven tenant space. The application also includes installing artwork on the courtyard wall and replacing the existing metal railing and gate at the entrance. The subject property is located at 157 N. US Hwy 1,Tequesta, FL 33469. LOCATION: 157 N. US Highway 1 Tequesta, FL 33469 LOCATION MAP Y �._� �.. i�� _� . .� t'- ��-+ 1 � � �'�y �K�, � �Int�� astal Cir ��n. ��.4� I � y� 1 jqp $f. .g' �A r... ��A;s �3#,-s: tl �,T""�' ' «.""5�'�� !�'', Q y � � ° ��i�P�� f 1 K � �r �t :��bl�'� .'.-•� �' .;s+.-..�"�y�„ �'. �+ �F �� ,+� 3r-�`w_>��w'�+ �+��y�c�. � ^'r:'$ '^�`�y.+^:r,�.l_ � -'� �'' �,�a. 's,��S�.. .. Y � � � � •�c („�,.�, � !!t C � '4 {� F �,.� �'�F •� �� `� .•. _ -. �R � � ��} 7..�1.�� .�.� ��j�.��;t� '�!4` .`�� . �� ' �' ; ; � ' '�� . I � �W � r �.. � �I �-�T �� , �� y'��'�s,��XA�� - y, 'Ja ' �` �` I�• . ��' �'.�,,��.1�3`a.':��i�A��.rl: �' • / * ' �F�y'�s• "�I .r -.[. r.:, , ^ .�'�'�� e,,:ti '. 4 � .t��y � , . I � . �d. � _ 1 �z.'� �s•' •�+ • r,l, {, „!e' 1* � �� / ��r�.�ry• n IC� +, � 3Y.�'r-y.�•r, ^ti: ♦ t � 1� I� . .• �.��• F �. M� _ �— F '��'ffC � � � �� i —�� a'�t:.,�i�b -� � �♦ �m -•• ��. 7 �in.� -'.''!f`�,-'�. �. —�`�..�, „��-�� ..--�.-� •.•.�� dsi�F� �` �� . �,p��<� r�:. �, ;�. �° - ��.a+7.� s��i. �� sSijT'- . .. , ,. '- . . r � ..*_� :�-♦ � �� `�' � — � SublectApplication ;`� ' � � ��' ``Y«"�` ` � 1..y4� + s �, .'.'o � Tequesta Shoppes ;� R .r'� � �;;;� � . . �� F�; '� , � - ' � �.-_�__ . � Previously Tequesta Steakhouse � ; '� � '�w,. '� � g � ■ • x y�•...t �"'' �,�.- -' � �� '. � � Proposed Josco Restaurant � t � � y � ��'�`�� _� '� . :7��F e _� � , . ��w. . '�s , � : ,, �+ — �— - ti��..��• ■, e '1 , . +e- o-c �• �t f► 1� � •�� : i �.Yl��ati��li1,: � _ � . . �hl . . = v..�... _ _ 5 �?�� .>t, fJr' .• ..• W.itnr 'y'Rtl.,: ��_.y �I��!tEK ' 4. . ---� .�a_ �. �� : �TT.7Ma r s'Af�".��'_ 1 Department of Community Development-Staff Report—Josco Restaurant—Site Plan Mod. � :� , Land Use and Zoning EXISTING LAND USE FUTURE LAND USE ZONING G2 SUBJECT PROPERTY Commercial(C) Commercial(C) (Community Commercial District) North C-2 American Legion Commercial (C) Commercial (C) (Community Commercial District) South C-2 Village Square Commercial (C) Commercial (C) (Community Commercial District) East Multiple Family Multiple Family R-2 (Multiple Family Waterway Viilage Dwelling District) West Mixed Use Mixed Use MU-Mixed Use Fashion Mall 2. Staff Analysis The subject site was previously occupied by Tequesta Steakhouse, and it has been vacant for some time.The subject application is not adding additional impervious to the site. The applicant is requesting approval to install a metal translucent and operable awning on the courtyard, modify storefront openings; and, remove existing canopy and exterior bar area.The application also includes installing an artwork on the courtyard wall and replacing existing metal railing and gate at the entrance. Per Section. 78-177(d)Special Exception Uses permitted in the Community Commercial Zoning district of the Village of Tequesta Code of Ordinances. "(14J Shopping centers."The subject special exception use was heard and approved by the Village Council(5-0)on May 10,2018. In compliance with Section 78-331. Required; development standards; required facilities and infrastructure, the subject application must have a site plan review approval. "By the terms of this chapter, all permitted uses in all zoning districts except R-1A and R-1, all special exception uses as approved by the village council, all planned residential development(PRD), planned commercial development (PCD), and planned mixed-use development (PMUD), all miscellaneous development and redevelopment, all subdivisions, and all uses or construction lying partially or entirely in special flood hazard areas shall comply with the following: (aJ Site plan review is required." The following graphic depicts the approval process for the subject application: � Special Exception � � Application � Site Plan Review SEU 3-18 ' SPM 8-18 Approved by Village Planning and Zoning Council—5.10.2018 . Board—5.17.2018 � 2 Department of Community Development-Staff Report—Josco Restaurant—Site Plan Mod. � , FINAL REMARKS This development application met the requirements set on Section 78-334 notice of hearing.The notice of hearing was advertised on May 7, 2018. EXISTING SITE CONDITIONS � � , � i ✓ ""`�.+�a,,j ' . ,x#� t � .�r �jf • �/4��. � j �� _ '�� i - - r�� • � . _ � �� '� .� � � �, - �' � k� , -,, ^ r .. :�� - .:e� �: � K, f � ''� ��x - - ' {` f j ,-.i� y � � i � -- Existing Awning and Outdoor Space 3 Department of Community Development-Staff Report—Josco Restaurant—Site Plan Mod. „ _;�. � ,. . . �� DEPARTMENTAttJSE ONLY Ck.# �� Fee: r-Bate;------- ----------; Depa�znent of Con�nunity . � � I�eve�opment ; �Ro��cr�: � 345�'equesta Dri�e ; : �, Teq�.esta,Plorida 33469 � • _ Ph:561-768-0�51/�a.�:561-7b�-f�6fi� • � t � � � �{TScrT�ii.teC�itCsfs'i.oF� i i t t • ! t • i a �PPLICATiON FQR i�lt�ta�t S�TE �L,�N RElIf�VV � Pt./�iViR9iNG�s ZONtNG B€3ARU M�eting Date: - VI�.LAGE COUP�CIL � � �!#�eting Cfa�e: I4VS7RU�7'tUfdS TOlA�PLt�ANTS: . . � 1. Pt�ase co�►p1��e ali secti��s of�hYs app4ica�ion.if not appli�abd�,indicate w6�h N/A. 2. � Pro�rid�alI re€�uired d�sc�mea�ts as s#�vwn o�the attac��d ch�ckl�s�.!f n�t appli�ab3e indicat�wi�fi�i�jA. . A1/canstruction,adrtitions,and�or alterations within the Viltage,except in districts R lA and R-1,must be reviewed by the Planning& Zoning Board. The Planning&Zonirig Board meets i�he fhirrl Thursday af ev�.ry t»anth�5:30 p.m.;�rs needed in the �f(age Ha/f Cauncil Chambers,34.�7equesta Drive. The appticant wilt be informed by letter of theirscheduled meeting dafe. The Planrring and Zoning Board shali have general autharit}r as out{ined in Sec.2253. a•L:+ - ' ':ti"� e`it.q :-y.?: wt•_rL^ ' - ::SY - 4.? '%fv .+'.t%•. ...: ...-..:•:n'...,c...;....,c::•L'.:��<C..:s,_.:rytv:..wcq,.:.�q^s-5^o.4u^✓:�....,�-.' +.'+.l'� .l�a"�'niT k < �:.si: '"°y'Y_^ :i�l::”. - f-'i:�^ � .�ve. v+:.�_.y ' � : :\:':� - � .._+s.a-�...�vr..:r�i.: .. ... .. �t...., a:.,c...r........n.v.. ...�.t:n . ..�... ,_..s"'i. 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P�t�JE�I"��N3E: Josco Barf Ove�i PRt�JE�Am�QZESS: 1571� US Hi�hv�rav 1 Tequesta FL 33�69 -- H3ES�#tlPT80i�t3��/C?6�9�/6l��36Fi�ATIfli�: NEridifv eXistin�awnin� storefronfi outdoor seatin�+railing Property size in acres and square fee�: 2 93 Acres 4 390 sf aftenant space — Estimated projec�cost: E�erior lmpravemen�s$2�0 000 00 Pro�a�r4y�wner(sj�f�i�c�rd: Stephani�Fiara lulie Sitver Address: 10�2 Jupiier Park Lene Ste 2 .lupiter �L 33458 Phone i�a:772-216-4648Eax�io.; nc�t ap�licabte _ , E-mai!,4ddress:ICif4 ioscaaven6ar.corrr ��4��3C�H3�`,��YB$�@'��$Q'1�8'D LB9tV�9�P CQ'9t9'!}9D�$#,'��Y4S�9'S'�S�&:$4�87 4ff�11�X$�3a��. I�ame: lViki I�or��n,n2 architecture�-desi�r� Inc --- Address: 2081 Sf Ocean Bivd Sui�e�.A Stuarf FL 34995 Phone!�o: 772.220.�412 Fax I�o.:JA � �-mai!Address:nikiCa�n2archdesi�n cam 2 nI�. ' '� �-; .tx. ,:;.. .•>Kr.' 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Aj ZOi�iNG DESIGNA'FION G2(Citv) 8) FUTURE tAIVD USE DEStGNAT10[V Comrriercial C} Existing Use�s) com-I __ Dj Proposed Use(sj,as applicabte Restaurant _ _a.�y1v _ .xvp�.� _ r�..T.: .;�y,'i�.'r:.?....}�c.i•v,4:?�}:� '�.•',5q"i:c 7':C`^' FicJA£d"a - 'A.�. �`��: '=e-'iM::a ry5'=a.� � - ^y�TtvR'%u!z 'ni.rc ii�n/ia-i �}�` .tt2. yiV. �.3.."::` .iYa•'` .:'.�.�_!�:'S:^'.. ti�'CFi.. .�1''�`J.:� . �:k.�:•..: '�:a .:i... i:� r}: ti'52::'�-Y..:: Z ^'�]�� .Of:++.^�y.nr:�`" :..i:r+`- �:'.�ie,';ii . `:5&�:' - .;;i�:. -os,�:c.`..=:«,�:yi�.�caa._c. .;_:n';.F;ii,�'�„�,;'a+�,.`.i''�._ ......�an�;`.ia`.: .::vi-:� �!a `C:��..- ,�..e\. .:-.a :�ti;�.a>" ;i�5zi''ii�i,. :i:: -.cx _ - a�:'�'v '�' :.t:•.��';-'<�cF��'c�.z�. .i..1r��;4� �,s,��?��G=,`: ;:zn:»,.t?;`, ' �;,s`., _,..y: ;T;- ' �' - �e; '^:;�_xa oa=:.-;:�...,z�;k?::;,:�- - 'a='+`•�%:^: - - - -:_' _ DGEI►�lEt� �13�-C�NS�Ti�.,,s. =�`��= �til:�°O3JVZ (t��,�fit?PC�1C�N::ACI.f�1QWLE �. _ _ �.��:,�,:.. .A:. ��•: :� °>.�.."�.,'"�,'-`�':; ..��:.:�r'� .� .�• >�.. :7i.'�t,t.3s�` ��= 3.�.. =.a:?.�. .{. �.+w:, �:� ..'�: ".ls: -3.. �ii.iiM1....��.., eYa ' MrF•: +_'f':� '.�"''`'�.`;a:rV:^* a:... _ ^'�t. -•.�c ^:.�.. �=1' ..:��. n''=�ne "S � �a. �_..<.r.,v •R:z .r'K.. - �i ..�,:1i• S_? 1� s '\'. !:tL`' '1<:^ .�r8a ;S�V cx;';: ?3a .p-N.., �'.. 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Consent statement{ta be c�mpte�ed if owner is using an agentj !/we, the owners, hereby give consent to Niki Narton R A n2 architecture+desi�n,tnc. to act on my/our behalf ta subrr►it this application,al(required material and dacuments, and attend and represent me{us a#all meetings and public hearings pertaining to the applicatian and property 1/we own described in the application. � By signing this document, lJwe affirm fihat !/we uncterstand and witl compiy with the provisians and regulations of the Vitlage o€ Tec}uesta, �lorida Cade af Ordinances. 1/we further certify that a{i of the information contained in this application and all the documentation submitted is true to the best of my/our knowledge, . � ' Niki Norton,R.A , N2 arctiitecture+Design,lnc. 0 per's t�ame{ptease print) • � _ �,�C i c�,`� � ��j��t� ��f�' : Appticant/Agerit's Name{ptease.print) er's,Si atui'e . _ �-"""""'� � .,, ��---- � �� A licant A ent's Si nature te PP 1 g g ��• �.� . . �?ate .............:........ ..._::_......._.... ......__..:_....: .... .�... .._....,,._........�,:.. .,.._.. ._�,. - - - - - - - ;.;:. •=�• - .7: - - - ' ��s`k2'. .�yj.� '' •-}.' _ �r�i`,,* � `.°7.4 - � - ' ' '.tI''�i;�e�>:':'i�. ::`%i:: '' ' y.i`. - ' - " ��Ti}::a:..-_. _ .3r,� " " " �±�yq p� rc i{%: ..i:.,r� 1�`� 5`�.: J� - - �4.d'•da➢�dtl��lG _ "�?��:L - �:1�,ls��i�. P - - - _�... _ - '�5� _ ,:x.:e,.;..... �.::::r..::;..,.;_.Sc'::�:;��;�i��i.?:;':::t i'.c.:- +t - �s'z - :ra• _ .m�' Y:�:� - ' ' ' " ��yr. .:`�.�i3::vt:?S•;:n:,4i'.::i;-y - �^;:t,:.,�- '.^F;'''4•i-.'`•�:e:'ri-"•'::: � �;� %��'i�r:?.`:•i:i.:;i�.:�+:wiz _ ?��S�s _ - � .I�' - .��.....�..rvr.�.... ��z (1) Revie�r by t6�e 6'A�s�r�s�� as�sf�a��a�ri�B�t�rcf.The Community i3eveSopment D'srector oe r�esignee shall subm'st . such appfication for Planning an�i Zoning Board review within �€5 days of receipt a�a compteted application. �ee: �j$�g0.00 (finat approvaty �R �j$5fl�{3.�(recommendation fio ViElage Council} (2} R��6�� b,y kliAl�age Cou��ad. Within 45 days of review by the Pianning and Zoning Board, the Community Devetopment Director or�4esignee shalE then submit such application, inctuding the recommendatians of the Planning and Zoning 8oard,for Viilage Councit review. Fee:a$�0�.�3�f��lus a¢a addi�ian��#ee based on the estima#ed cos�af worEc applies. To cover a{I additional administrative tosts, actual or anticipated, including, but not limited ta, engineering fees, consuftant fees and specia!studles,the applicant shall compensate the vitlage for aii such casts prior to the processing af the application or not later than 30 days after firial appiication approvai rvhichever is determined as apgropr3ata by the vitiage.Failure to make such paycnent rttay be grounds for not issuing a buifding or zoning permit,certificate of occupancy� arcomptetion. Costs assoc'sated writh advertising far pu6f"sc hearings and other public nofi"sce requirements are the responsilaility o�the applicant.The fee shalt be paid pr'sorto such appiication being scheci�ted for a pub(ic hearing requiring natice. �� 2 i1�� r__,�� Apri19,2018 To: Village of Tequesta Department of Community Development 345 Tequesta Drive Tequesta, FL 33469 From: RVT TEQUESTA SHOPPES LLC 105 Federal Hwy (US 1) Tequesta, FL 33469 RE: 105 N US Hwy l, Parcel 1, Tequesta, FL 33469 for Leased Premises by and between DDR Corporation (Tequesta Shoppes) and Josco Bar and Oven. Dear Village of Tequesta, As Landloc�d, we are asking for a special exception from the Village of Tequesta. We are submitting this request as of the date written above to comply with the special exception use requirements for the Village's requirement from Landlord advising the Village of Tequesta that the Landlord has approved the changes to the storefi�ont & installation of a new awning in the space identified as Josco Bai•and Oven. By:RVT TEQUESTA SHOPPES LLC—Josh Gentry(Tenant Coordination Project Manager) Address: Two Securities Center-3500 Piedmont Road, Suite 730-Atlanta, GA 30305 Phone: (404) 504-6712 Pc•opei-ty Tax Folio#/Parcel ID#/ Property Control #82-4�3�452 Sincerely, DDR, Corp. / Josh Gentry Tenant Coordination Project Manager r.1,111N301 m { ° 1d��N0� 011dd m N 7 � � Z i • ;^h A111N3OI � ° Nd�d �100�� 0 i� � 0 � N 1 � � � Z _. �=-nu ..... ...... �---��!! rWa� I �� O� /�� ■ ■ � � �� 9 . . . . � � r � �� rM////Bll//I�� I � � _ � I � �,S �� - - I� _ �� h\\\r.`."'J\\�\O\�Q�OuO\00\�.1.\\O� �� I li iii 1�� iii �� i I 3.r■ r ■ Q�� I • ;�iii I�-�6 �, 6� �. ;�� _`�� r,.>,� ' i;i = �1 - �1 .:;� • --�.�-.--...-- ��.:. , - (1 1): � ; —�� 1 - ' �`�� 11 1): � � �-= �'�e� �� , _ c1 1�: -� � � � �1 c1 1� � __ - � _ ;:� ' ��- '; � �.�iii��' �'�`�� I�I r'_ �:�> ...�� ■Iliii�_ _ _., i��iii:,.�:.::.:.,� :.:.:.:�..�..�..�..�..�..�..�..�..�.�.�..�..�..�..�..�..�..-..�..�.I:.: „ ■�� iiii��i �� -------- I. \ j ' � � � '. : � r - "� �1 � C�■ �� ■ ~ . . . ..� .. . � . �• �� . � �� . � i � ... :.............:.....r_....:......:..:... ....o...�..............:.....:...�.::.,............:......:...::.:::.:.....::.. ::�.. ... .:::.�..................:....:.......:....:. ...:::..........}........,..:.:.:..::.....................:.::.::....... ::.: :.. ..:. ....: .�:.: „1`;T\j` . . � � 1 ' .'�S�'`�! � �� - _ ',�.._�.�. ..... ..._.__ ...�.�� , '�a .�..' . . .. . . 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' 1• .._� _JIl��:-`:•`�. _ CONCRETE BAR TOP QUARTZ TABLE TOPS ' DINING CHAIR �{� �� F +� �� '�1) i ,C 3� _. . . .. . . . � . . . . � "'� %3�' .�,,`,�� i ` PORCELAIN TILE ` @ FACE OF PATIO BAR � � _ BARSTOOL BANQUETTE � � � . � • • • MANHAS � ��F;IGN ' ,� ,^ `Y .��,;, '. ' .� r �• i Z � ..�� ,t",{ C :'.f}�[ �: y �... .,.�, 7 g r.: t t -> 'S L � r' ��a��' .�� 7 ,d`r�'� �`� �'- h �`91 �r� T trf�4 ^ r � i'° . r Y�,".�t��n,,��,"�.�� ..i .{� � +,�,f F � . r``�� y,r .N �ih � • x �� ` Tr: . K '*` x� _ ;"' ..., _ � ��"r�J k1�5' r't'_ 1 r�? 'ty�r �',w 3"'' i ¢�4 �y . � �4lrrr'�7t[�`C�[ ✓n�.i 1 t y 3'!f�`} � c. � a�:°Y � .r�� X� E�nL�.,iL �'� . � Y '. � {^Y. �!�l) i ..• ,.,� �w�CM f�M'a'G� �� 1 �t6.+ lyA. -"O`S'Q1)��'ix� Gf i] �� p ns�y. ,�'.htX � ��r � { ; yz, ,•. 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EAST (3) & WEST (4) PATIO ELEVATIONS ` ` �I�' � o � co m� � ioeninry s�i METAL AWNING w/ 2'-0" PERIMETER SOLID EDGES ESPRESSO BROWN w/ TRANSLUCENT OPERABLE LOUVERS THAT OPEN AND CLOSE. PERIMETER AND FIELD SPOT LED LIGHTING AND CEILING FANS s � . . :lV �� u �� ..�,P""""�►� - ...,�, � I � PLANTER BOXES-TILE FACES AND EDGES w/ FOX TAILS _ _ AROUND THE CORNERS OF THE PATIO ��1�:.:_. _ ._ ....-- _ '` - - - � � " S ' � � � � MANFiAS i;f SIGN ' _ , ."�J.111N3QI � ° , � JNINMb �b1�W a�SOdO�Id � i� � � , Z � �l .�r-�'r� '� �� /�'�►;� .�: _ - � �- �_ �� r�r► �� ,-� � . � `'�1: - . r� �� s �� dHNbW . . � • . • . . � � - --__. ,.._,__. --- � 3 ---�'°" --..�. . 4 - -�,,, �� } '"`^,�. '" ' y.- 3. �� . _ ..��,M' ' : ti . ,,. • r - �� '� .A + . + ►', I I ;� , - �,7. •� . 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'" '�,. `��' :; ��"�''`{ _ � _ '-�:��g r >, �� :,`'� _�;a`�,, �► � �_ -c��r.,..�.;: �ti: P t� ' AWNING & STOREFRONT: DARK BRONZE METAL FRAMES TRANSLUCENT LOUVERS DARK BRONZE TRANSLUCENT METAL LOUVER OUTSIDE PATIO FLOORING: I . . �. � - - STAINED CONCRETE � . � �f�.�, TURF GRASS � �`�� '�` �i b;�, `,� ..�,7 r,�►;��;�o�,� , � ,�,,,,,; , ,"�;..5�µ�/5{ nR/�L��af,w.�.. �"�� .��Y/bPJi1.�_4T3'Y~,.: •. I 1��i. . ____._..__.___' TURF GRASS GREY STAINED CONCRETE , t�+`Y . L � 1 L�/ ��. �k��.r �� .�:•, � �� . ..a �_ . —�� EXTERIOR WALLS: T ,_- , ,; �,,, �� FIELD COLOR TO MATCH EXISTING ' '� ' � � ��" �' � . .�"'"t�.x : * - Y F I ,.� '� � ��. TOPIARY WALL PANELS � C � �` _.--�"'�� - , � - ART MURALS � � ��r° �` � *'t� - - - � � „r 4 �.A � ,�,;, ^;*n '" .. � ��. � 3��. �� - � �� a__`��-�`...�.. _.t," � PAINT SW 7573 ARTIFICAL FOLIAGE ART MURALS � � � � � MANHAS �F �:�N ' ,� YEAfl •!-^ PRODUCT DETAILS c �L us 5a«�h ��` MOVE IT 1.2 F4 Quickinfo Profile Powder coated white or black 27 K,30 K or 35 K R9 of 65 CRI>90 Passive cooling Features e L 80 50,000 h 1"wide suspended extruded aluminum profile, Color temperature consistency to a 3-step surface version available in powder coated MacAdam ellipse in 27 K,30 K or 35 K with white or black CRI>90 and R9 of 65 Direct,direct/indirect illumination Various inset options with choice of directional, High efficiency LEDs with 80%lumen mainte- Beam angles 23°,31°, 17-43° diffuse or asymmetric radiation characteristic nance(L80)long life 50,000 hour Flexible,tool-free inset mounting via magnetic Protection class IP20,PC III locking technology Dry rated Line DIM control 0-10V i i Single DIM control DALI IVIO V 2 3 3 S 2 � Q 0 0 0 1 1 2 7 4 5 3A � , , , , , , y �� f�-= � � i=. � f�� A B C Q {r`.. � � �=�) � � ll Qty Fixture tbc j- (,Ei �.i, Order Options O ' a B c t�` MOVE IT 1.2 SYSTEM M O V 2 linear 4' 0 4 0 0 0 0 non DIM 1 JUST 32 i�-as°,black 9 W 3 A 8 linear 8' 0 8 0 0 0 0 line DIM control 0-10 V i so 2 linear 12' 1 2 0 0 0 0 single DIM control DALI 4 JUST 45 23°,white 11 W 5 M 7 " linear 16' 1 6 0 0 0 0 for single DIM control ZigBee 3.0 JUST 45 z3°,black 11 W 5 M 8 surface mounted linear 3 linear custom X X 0 0 0 0 please contact factory suspended linear 7 L-shape cuscom X X X X 0 0 TULA chrome 9 W T 3 4 Z-shape custom X X X X X X TULA white 9 W T 3 7 U-shape custom X X X X X X � TULA black 9 W T 3 8 ' O-shape custom X X X X 0 0 white 7 channel 1"x 2%2" direct light 3 dimensions starting from a'up to 80' black 8 OPAL inset 1' 9 W O 1 3 ch8nnel 1"x 2%2" indirect light 4 in t'increments OPAL inset 2' 1 7 W O 2 3 5001m/ft OPAL inset 4' 29 W O 4 3 OPAL inset 8' 60 W O 8 3 � 27K%CRI>90 4 a°' beginning of run 1 1 30K i CRI>90 5 WALLWASHER 1' 5W W 1 3 linear S 6ft aircraft cable,power feeder 35 K/CRI>90 7 WALLWASHER 2' 10 W W 2 3 L-shape left L and white,l-box cover included, WALLWASHER 4' 19 W W 4 3 L-shape right R for custom feeding consult factory Z-shape left Y - MULTI SPOT 1' 6x1.2 W S 1 8 Z-shape right Z 1 piece 1 MULTI SPOT 2' 12X1.2 W S 2 8 U-shape U 2 pieces 2 O-shape O custom quantity X PRODUCT DETAILS � Possible shapes top view � ------- i, a� OO OO A . , m m y U � � A A B 1 � ' O A C A f � m m � m C A MOVE IT 1.2 double asymmetric beam angle 3000 K —— INPUT DELIVERED LENGTH WATTS LUMENS 1' 4 W 5001m � " 2' 8 W 10001m N 4' 16 W 15001m �� Remote driver � . 120/277 VAC TVPE NON DIM CODE 0•10V DIM CODE DALI DIM CODE . ._....__.____ I_60W_� N80562133 rN80562133LD N80562133SD 100W N80560105 N80560105L1) N80560105SD 150W N80560106 N805601 061 n N805601 06S1) 185W N80560187 N805601871_I_� N80560187SD 240W N80560240 N80560240Lf_� N80560240Sf) 320W N80560320 N805603201f) N80560320SD Length range per driver DRIVER 60 W 100 W 150 W 185 W 240 W 320 W i_e�,ytn n 225' 150' 100' 80' 65' 50' Due to voltage drop and to fulfill EMC requirements,total fixture power[W]must be between 60 and 95% of the driver's capacity.Calculations at max.capacity of driver using 14 AWG. Length A I REMOTE FEED DRIVER � �Distance between remote driver and channel to be determined by others TECHNICAL DATA '� 1.2 Spotlight insets 1.2 linear insets 17-43°adjustable beam angle 30 K 30 K INPUT DELIVERED � INPUT DELIVERED � WATTS LUMENS COLOR CODE - - WATTS LUMENS LENGTH CODE I,I � 9 W 4001m black 3 A 8 ��I�--��, 9 W 4501m 1' O 1 3 I�I N please contact factory for optical accessories 17 W 9001m 2' O 2 3 �i�° r' � 29 W 18001m 4' O 4 3 60 W 36001m 8' O 8 3 23°beam angle,30 K . 30 K INPUT DELIVERED WATTS LUMENS COLOR CODE ._,_. INPUT DELIVERED � 1 1 W 7��fYl white 5 M 7 WATTS LUMENS LENGTH CODE N black 5 M 8 e�� 5 W 4001m 1' O 1 0 m�3�� please contact factory for optical accessories �„ � 10 W 8001m 2' O 2 0 17 W 16001m 4' O 4 0 30 K 4" 12°beam angle 30 K _ INPUT DELIVERED WATTS LUMENS COLOR CODE T INPUT DELIVERED 9�/�/ 3701m chrome T 3 4 WATTS LUMENS LENGTH CODE 9 W 3701m white T 3 7 e�� 5 W 5101m 1' S 1 0 � 9 W 3701m black T 3 8 �„ � 17 W 20601m 4' S 4 0 0 N ��i asymmetric beam angle 30 K ' INPUT DELIVERED WATTS LUMENS LENGTH CODE 5 W 3501m 1' W 1 3 � �I� 10 W 7001m 2' W 2 3 r' � igW 14001m 4' W 4 3 31°beam angle 30 K -'-' INPUT DELIVERED LENGTH WATTS LUMENS COLOR CODE ❑I�� 6 x 1.2 W 4801m 1' black S 1 8 L� I� 12 x 1.2 W 9601m 2' black S 2 8 1" L �t:r DIMENSIONS MOVE IT 1.1 SURFACE direct linear � \ channel L 4'to 80' I I 1 � I SUSPENDED direct direct indirect linear � a � � � 3 � � I 1 '/a I I 1% I I channel L 4'to 80' I MOVE IT 1.2 RECESSED linear N Ichannel L 4'to 80' I 1 %s" I 3'/a" --- —- SURFACE direct linear M N I1 % I I channel L 4'to 80' I SUSPENDED direct direct'indirect linear � � � ro � � m M N 1 �� 1 j�� I channel L 4'to 80' YEAfl fmrteG �!� PRODUCT DETAILS c �L us Sart�N � MOVE IT 1.1 F5 Quickinfo � � i Profile �+ � Powder coated white or black 27K,30Kor35K R9 of 65 CRI>90 Passive cooling Features e L 80 50,000 h 1"wide and 1"high suspended extruded Color temperature consistency to a 3-step aluminum profile,surface version available in MacAdam ellipse in 27 K,30 K or 35 K with powder coated white or black CRI>90 and R9 of 65 Direct,direct/indirect illumination Various inset options with choice of directional, High efficiency LEDs with 80%lumen mainte- Beam angles 12°,23°, 17-43° diffuse or asymmetric radiation characteristic. nance(L80)long life 50,000 hour Flexibie,tool-free inset mounting via magnetic locking technology Protection class IP20,PC III,dry rated Line DIM control 0-10V i�ro Single DIM control DALI .M. . C_� V 1 3 1 � 1 8 0 0 0 0 1 1 � g 4 5 3A � , � � � ,� Q � (�} � �' � �� p g C Q ��'; � � Q � �! Qty Fixture tbc �: �.� Order Options p a e c MOVE IT 1.1 SYSTEM MO V 1 linear 4' 0 4 0 0 0 0 white 7 TULA cnrome 9 W T 3 4 linear 8' 0 8 0 0 0 0 black 8 TULA white 9 W T 3 7 linear 12' 1 2 0 0 0 0 TULA black 9 W T 3 8 • linear custom X X 0 0 0 0 surface mounted linear 3 L-shape custom X X X X 0 0 ' OPAL insec 1' 5 W O 1 0 suspended linear 7 Z-shape custom X X X X X X 27 K CRI>90 4 OPAL insec 2' 10 W O 2 0 U-shape custom X X X X X X 30 K i CRI>90 5 OPAL inset 4' 17 W O 4 0 O-shape custom X X X X 0 0 35 K!CRI>90 7 " dimensions starting from 4'up to 80' JUT-OUT inset 1' 5 W O 1 1 ch2nnel 1"x 1" direct light 1 in�'increments JUT-OUT inset 2' 10 W O 2 1 channel 1"x 1" indirect light 2 JUT-OUT inset 4' 17 W O 4 1 5oolm/ft 1 piece 1 � 2 pieces 2 WALLWASHER 1' 5W W 1 0 beginning of run 1 1 custom quantity X WALLWASHER 2' 11 W W 2 0 i�; WALLWASHER4' 19W W40 linear S L-shape left L �'�` SPOT LENS inset 1' S W S 1 0 L-shape right R non DIM 1 JUST 32 i�-aa°,black 9 W 3 A 8 SPOT LENS inset 4' 17 W S 4 0 Z-shape left Y line DIM control 0-10V i i 2 Z-shape right Z single DIM control DALI 4 JUST 45 23°,white 11 W 5 M 7 BATWING inset 1' 5 W B 1 0 U-shape U for single DIM control ZigBee 3.0 JUST 45 23°,black 11 W 5 M 8 BATWING inset 4' 17 W B 4 0 O-shape Q please contact factory PRODUCT DETAILS � Possible shapes top view �� , ,. �., O O, A m m D U ._.____�.._._____....._..._....__...__._._.__.,. � � A A B (.,' O q C A f � m m � m C A MOVE IT 1.1 double asymmetric beam angle 30 K INPUT DELIVERED -. LENGTH WATTS LUMENS 1' 4 W 5001m � �I\ 2' 8W 10001m �� 4' 16 W 15001m Remote driver i2oi2��vAC � � TYPE NON DIM CODE 0-10V DIM CODE DALI DIM CODE .__._ ._ .... �,60W_� N80562133 N805621331 I) N805621 33SD 100W N80560105 N805601051U N80560105SU 150W N80560106 N8056010611� N80560106�D 185W N80560187 N80560187LU N80560187S1) 240W N80560240 N805602401. 1) N80560240S1� 320W N80560320 N8056032011) N80560320SD Length range per driver DRIVER 60 W 100 W 150 W 185 W 240 W 320 W �en�cn a 225' 150' 100' 80' 65' 50' Due to voltage drop and to fulfill EMC requirements,total fixture power[W]must be between 60 and 95% of the driver's capacity.Calculations at max.capacity of driver using 14 AWG. Lenyth A I � HEMOTE FEED DRIVER � �Distance between remote driver and channel to be determined by others (,f� TECHNICALDATA � 1.1 Spotlight insets 1.1 Linear insets 17-43°adjustable beam angle�30K 30K INPUT DELIVERED 'T' INPUT DELIVERED � WATTS LUMENS COLOR CODE � � WATTS LUMENS LENGTH CODE I,I � 9 W 4001m black 3 A 8 �� 5 W 4001m 1' O 1 0 �� "' please contact factory for optical accessories �„ � 10 W 8001m 2' O 2 0 rai�� 17W 16001m 4' O40 23°beamangle 30K 30K INPUT DELIVERED T INPUT DELIVERED WATTS LUMENS COLOR CODE � ' WATTS LUMENS LENGTH CODE I� 1 1 W 7001m white 5 M 7 �� 5 W 5301m 1' 01 1 N black 5 M 8 � I� 10 W 1050 Im 2' O 2 1 m�� please contact factory for optical accessories �" L 1 7 W 21001m 4' O 4 1 30 K asymmetric beam angle��30 K 4 INPUT DELIVERED . INPUT DELIVERED WATTS LUMENS COLOR CODE WATTS LUMENS LENGTH CODE 9 W 3701m chrome T 3 4 e�� 5 W 3501m 1' W 1 0 9 W 3701m white T 3 7 �„ � 11 W 7001m 2' W 2 0 � 9 W 3701m black T 3 8 19 W 14001m 4' W 4 0 0 N 8�a�i� 12°beam angle 30K T INPUT DELIVERED - WATTS LUMENS LENGTH CODE e��l� 5W 5101m 1' S 1 0 �„ � 17 W 20601m 4' S 4 0 double asymmetric beam angle'30 K INPU7 DELIVERED . WATTS LUMENS LENGTH CODE e��lm 5W 5001m 1' B 1 0 �„ � 17 W 20001m 4' B 4 0 �I�:i DIMENSIONS MOVE IT 1.1 SURFACE direct linear i � \ channel L 4'to 80' ! 1 /„ � __--—-- SUSPENDED direct direct indirect linear � � m @ � 3 � \ 1 / I I 1 / I I channel L 4'to 80' I MOVE IT 1.2 RECESSED linear N Ichannel L 4'to 80' I 1 %a" I 3'/a" SURFACE direct linear M N 1 '/a" I I channel L 4'to 80' I SUSPENDED direct direct/indirect linear � � � ro � J ro M N �/�� 1/�� channel L 4'to 80' I 3" ECo-Downlight Baffle Downlight Catalog#: Type: F6 Non-IC Adjustable New Construction Housing Project: Date: Round or Square Notes: Baffle Downlight Trim Order Matrix (Example:Eo�-1102-4) Dimensions Series Aperture/Finish Rev EDL ❑-1100 (Round/WhiteBaffle/WhiteFlange) -4 � � � � _ �,�-1101 (Rountl/Black Baffle/White Flange) �� -1102 (Rountl/Black Baffle/Satin Aluminum Flange) 1 �/g 1 1/16" � -1103 (Round/Bronze Baffle/Bronze Flange) �� -5100'(Rountl/White Baffle/Trimless) �-5101'(Round/Satin Aluminum Baffle/Trimless) 3�� 2-1/4" ~-5102'(Round/Bronze Baffle/Trimless) ^.-5103'(Round/Black Baffle/Trimless) Flange finish �' -2100 (Square/White Baffle/White Flange) (. -2101 (Square/Black Baffle/White Flange) ❑ ^� -2102 (Square/Black Baffle/Satin Numinum Flange) � -2103 (Square/Bronze Baffle/Bronze Flange) 1. Requires trimless mud ptate,must specify Baffle finish Flush Mount Adapter Tnmless Mud Plate �4-3/8"� �<—4-3/8"�� ❑EDL-RD-FMA (Round Flush MountAdapter) ❑EDL-RD-TR-4 (Round Trimless Mutl Plate) ;;EDL-SQ-FMA (Square Flush Mount Adapter) Note:Baffle downlight does not allow adjustable mechanism to tilt Trim Finishes EDL-1100-4 EDL-1101-4 EDL-1102-4 EDL-1103-4 White Baff{e Black 8af�le Black Baffle Bronze Baffle White Flange White Flange Satin Aluminum Flange Bronze Flange �•,. � ''�` �f :r- �yi EDL-5100-4 EDL-5101-4 EOL-5102-4 EDL-5103-4 White Baffle Satin Aluminum Baffle Bronze Baffle Black Baffle .-� t;�_-� "`, ==��:.�� EDL-2100-4 EDL-2101-4 EDL-2102-4 EDL-2103-4 White Baffle 81ack Baffle Black Baffle Bronze Baffle White Flange White Flange Satin Aluminum Flange Bronze Flange � 'h"'•' A�ea�roe�ia 14508 Nelso�Ave.City of fndustry,CA 91744 • tel:626.336A511 • (ax.626.330.4266 � www.csllighting.com �q//yf OO 2018 Creative Systems Lighting,A Division of Voy-CSL Lighting,Inc. ,jl$l6{4S All rights reserved.Subject to change without notice. (/all!lN6 3" Eco-Downlight Shower/Adjustable Shower Catalog#: Type: P6 Non-IC Adjustable New Construction Housing Project: Date: Rountl or Square Notes: Shower Trim Order Matrix (Example:EDL-12o1-4) Dimensions Series Aperture/Finish Rev EDL ❑-1200(Round Shower Trim/White Flange) -4 � � � � -1201 (Round Shower Trim/Satin Aluminum Flange) -2200(SquareShowerTrim/WhiteFlange) 1-1/16 �1/8"� 1 1/8" -2201 (Square Shower Trim/Satin Aluminum Flange) 3"—► 2-1/4"► Flush Mount Adapter ❑EDL-ND-FMA (Round Flush MountAdapter) FlangO finish EDL-SQ-FMA (Square Flush Mount Adapter) EDL-1200-4 EDL-1201-4 White Range Satin Aluminum Flange ��h�,� �; �4-3/8"--% �<—4-3/8"---i� � . � Note:Shower trim does not allow adjustable mechanism to tilt EDL-2200-4 EDL-2201 4 White Flange Satln Aluminum Flange �� ' Adjustable Shower Trim Order Matrix (Example:EDL-3000-4) Dimensions Series Aperture/Finish Rev EDL ❑-3000(Round Shower Trim/White Flange) -4 � � -3001 (Round Sho�ver Trim/Satin Aluminum Flange) -3002(Round ShowerTrim/Bronze Flange) 1�� 8�� -4000(Square Shower Trim/White Flange) -4001 (Square Shower Trim/Satin Aluminum Flange) -4002(Square ShowerTrim/Bronze Flange) �3�� ` "2-1/4" Flush Mount Adapter Flange finish ❑EDL-RD-FMA (Round Flush Mount Adapter) EDL-SQ-FMA (Square Flush Mount Atlapter) EDL-3000-4 EDL 3001 4 EDL 3002-4 White Flange Satin Aluminum Flange Bronze Flange ' � 4-3/8"—► ��—4-3/8"—>� — (�'�� ' -: �b;l,x, � � Note:Adjustable shower trim allows full adjustabiliry EDL-4000-4 EDL-4001 4 EDL 4002-4 White Flange Satin Aluminum Flange Bronze Flange � � , �'�� -,�� .,�.�do�,��A 14508 Nelson Ave.Ciry o(Industry,CA 91744 • tel:626.336.4511 • fax:626.330A266 • vnv�v.csllighting.com CRfAlIUf 002018 Crealive Syslems LiyhCiny,A Ulvision of Goy CSL Liyhliny,Inc. �SY816NS All rights rescrved.Subjcct to changc without notice. Ll6NTlN6 3" ECo-Downlight Wall Wash Catalog#: Type: F6 Non-IC Adjustable New Construction Housing Project: Date: Round or Square Notes: Wall Wash Order Matrix (example:E��-��o2-a? Dimensions Series Aperture/Finish Rev ,'� � EDL ❑-1700(Round/Single Wall Wash/White Flange) -4 1"1� � ,� 1-�1�/2 � -170t (Round/Single Wall Wash/Satin Aluminum Flange) � -1702(Round/Single Wall Wash/Bronze Flange) ��8�� " -1800(Round/Double Wall Wash/Wh(te Flange) ; -1801 (Rountl/Double Wall Wash/Satin Aluminum Flange) 3�� E 2-1/4"� -1802(Rountl/Double Wall Wash/Bronze Flange) �� -2300(Square/Single Wall Wash/White Flange) � -2301 (Square/Single Wall Wash/Satin Aluminum Flange) Flange finish < -2302(Square(Single Wall Wash!Bronze F{ange) � -2400(Square/Double Wall Wash/White Flange) � -2401 (Square/Double Wall Wash/Satin Aluminum Flange) � -2402(Square/Double Wall Wash/Bronze Flange) Flush Mount Adapter �4-3/8"—�I �—4-3/8"—� ❑EDL-RD-FMA (Round Flush MountAdapter) �;;EDL-SQ-FMA (Square Flush MountAdapter) Trim Finishes EDL-1700-4 EDL-1701-4 EDL-1702-4 EDL-1800-4 EDL-1801-4 EDL-1802-4 Single Wall Wash Single Wal!Wash Single Wall Wash Double Wall Wash Double Wall Wash Double Wall Wash White Flange Satin Aluminum Flange Bro�ze Flange White Flange Satin Aluminum Flange Bronze Flange �.., �=� i�� EDL-2300-4 EDL-2301-4 EDL-2302-4 EDL-2400-4 EDL-2401-4 EDL-2402-4 Single Wall Wash Single Wall Wash Single Wall Wash Double Wall Wash Double Wall Wash Double Wall Wash White Flange Satin Aluminum Flange Bronze Flange White Flange Satin Aluminum Flange Bronze Flange a�eouoa�ie 1 A508 Nelson Ave.City of Industry,CA 91744 • tel:626.336.4511 • fau:626.330.4266 • www.csllighting.com �/ppf OO 2018 Creative Systems Lightiny,A Division of Troy-CSL Lighting,Inc. ,j�/� All rights reserved.Subject to change without notice. U6Nl/N6 �octlC� aSEv�sE PROJECT INFORMATION INDEX OF DRAWINGS Revised xx-xx-xx vE�xS�� q:Ya�=„ �o>ax�� „€�- DESIGN PARAMETERS: �.+ E`e�z r� Florida 8ullding Code(Sth Edltlon,2014) t, �,++i��l-+t�,+ L t e p�fss` Floflda Residential Code(Sth Editton,2014) Sheet Sheet Title •+'�'+�+"+++%'' '� ;Y�§-� Flodda Exlsting Bullding Code(Sth Edldon,2014) -g q� Florlda Plumbing Code(Sth EdltlOn,2014) i�Q.l Cover Sheet, enera In ormation&Notes � �. m� ��„� Florlda Mechanlcal Code(Sth Edidon,2014) `��a°� E� Florida Fuel Gas Code(Sth Edition,2014) V a��x E�< 2011 Natlonal ElectrlcCotle S-1 Boun a Surve Re erence On ■ - 2012 Florida Accessibillry Code 5-2 Im rovement Map Reference On ■ Florida Energy Code(Sth EdlCion,2014) . �g�g S Flodda Flre Preventlon Code(Sth EdItIoN V 2010 National Ffre Alarm Code-(NFPA-72) /�,]..� Site P an y��g A2.0 DemoltonPan � �mpRY � Building Design: Enclosed qz.i Floor Plan&Notes � q��o� 'N Utllimate Wind Speed: 170 mph Nominal Deslgn Wind Speed: 132 mph � '�N � N Bullding Risk Category: II LD-0 LI htin Flxture Schedule -c Wind Importance/Use Factor: 1.0 LD-1 lst Floof RCP � + Internal Pressure Ccefficient: +/-0.18 °� Building Mean Heigh[: 20'-0" � RoofOverhang: 0�-0^ A100 General Notes � U � Roof Pltch: 1/4"Per Foot A101 Awn n Roo P an � � Fxposure: c A102 Awning Ref ected Cei ing P an ■ y Design Loads: Roaf Dead Load/Uve Load:Existing �n V Floor Dead Load/Live load:Existing l��J c0 Impac[Protection: Exi t ngPD orse&Windows to be�Shuttered During Inclement Weather ,�RISOI�,oN: GENERAL NOTES VI age of Tequesta OCCUPANCY: SUMMARV OF WORK: Gfoup'A-2'-Assembly 1. Projec[Description:Tenant Improvement of Exlsting Bay 2. Work Involved: CONSTRUCTION: a. EMerlor Demoll[lon: TypE IIB,UnprotEttOd I. Remove existing pavers and bamboo. Existing Spdnkler System to Remaln II. ReRave elcis[Ing awning,Ilghting a�M fans. Exlsting Masonry Exterior 8earing Walls to Remaln lii. Rertwve existing sliders and storefront as indlwted on dertw Plan. a�, iv. Existing tenaM partitiDn wall to remein. ExlSting Englneered Met01 Bar]o�5t5 to Remaln v, Remove ezistln9 partitlons and bar,as shown. �P New&Existing Int walls-MTL stds&Drywall b. Ezterfor walls/Patlo: Rooftng Materlal-Exlsting Bullt-up Roof System[o Remain&Metal Awning I. Provide irew wall wvering. 5ee ID tlrawings for I«atlon and materials. �< II. Provlde new<oncre[e slab. s AREA TABULATIONS: ili. Provide new bar top at sllding wlndows. rv. Provide new seatin9 at patio area and bar top. See ID d2wings for slzfng and Gro55 Interl0r Area: 2,770 Gro55 Sq.Ft. materia6. Exte lOr Patlo' 1 620 Gro55 Sq.Ft. v. Provide new gaFe and railing wi[h Panic Hardware.See ID drawings for detaik. -� vl. Provlde new wood plaMers 12"H with low grourM wver. Total Square Footage: 4,390 Gross Sq.Ft. <. RooFlny: I. P�ovide a riew rtretal awnlrg. See Awning Drawings for detalls and mbrs. Ii, Provide new fans and lightlng.See Lightirg Plans far details, d. Electrical: . Provlde li9h[Ing per llghting Plans. ii. Provide power for Ns above Bar top. 3. Work completed shall meet all bcal aiM state building code requlrements. PROJECT CONTACTS OWNERS: ARCHITECT/Agent: interior Designer F&S Venture Partners,LLC N2 architecture+design Pam Manhas Stephante Flora Niki L.Norton,R.A. Manhas Designs � SITE DATA ]ulie Sflver 2081 SE Ocean Blvd.,Ste.lA 2218 NE 15th Ct � 1002 7upiter Park Lane Ste.2 Stuart,Florida 34996 Ft.Lauderdale,FL,33304 ' Jupiter,FL 33458 (772)220-4411 (954)816-3745 O EXISTING LAND USE: COM-1(TO REMAIN) (772)216-4648 O� EXISTING ZONING: G2-COMMERCIPL(TO REMPIN) � �Q TOTAL SRE AREA: 2.93 AqiES(12J�943.5�GSF) VROVIDEDAWN[NGHEIGHT i.�-s�roi��-s^ Lighting Designer. Awning Engineering: L ex�snwc einc HeicNr nvc.xs�-o• Mlaml Lighting Design Engineering Express M � Ale�andro Vargas Frenk L.Bennardo,P.E. � �J � LOTCOVEMGEDATA: SO3OS NW 415C SY 160 SW 12th AVe,S[e.106 [� � 1 Ez�snxc ew�o�xe 26,958 sQ Fr Mlami,FL 33178 Dee�eld Beach,FL 33442 ��ti E%IST[N6VATI0 i,ezosQrr (305)443-2004 (954)354-0660 � N N E%ISTING PATIO @&IILDiNG 28,5]8 SQ Ff(9.]%) V Z �7�^ E%ISTING WALKS/PAVERS/PARKING 19,335.5�SQFT (n � N REAR DUMP5TER ENCLOSURE �58 SQFf O � �N I� TOTAI FXISTING MPE0.V1�U5(89.6%) �oa,��.s�� LOCATIO N M AP ^ ��—°v TOTHLIXISTINGPERVIWS(15.2%) 19,2]25QFT Rev.# Date VARKING REQUIRED 1 SPACE PER 3 SFATING 155 SEATS(interior/ex[eriw)/3 seats�52 PARKING SPACES 1 SVACE PER 1D0 GSF 9,390 GSF/100G5F�44 PARKING SPACES PpRKING PROVIDED 1J5 EXISTING VARqNG SVFCES pROJECf LOCATION HANDIfAP VARKING REQl11RED 4 SVACES HANDICAPPARKING PROVIDED 4 SVACES BUILDIfYG SEfBACK REQUIRED: PROVIOE�: FROMSEfBACK 25'-0" B4.]L' SIDESEfBACK N�A N�A REARSEfBACK 30'-0" 104.33' . � � � _ FLOOD ZONE'C' - ��-t • • Projec[ 17-0363 � � ♦ Number i Sta[us SlteSuUmlttal Issue 17•Aprv18 date Sheet A O.1 /y 1 � Cover Sheet i � � _ � � �TM��Y-__- FILE NAME -- -- 3 � ',,` pM,y��pIC01MTY 0089AL04.DGN BOUNDARY AND EASEMENT MAP SHEET � `��'�' ``�, � � ,,: �, � � � �� _ ; ��, `�, �� LECEND: � C� i ��„� J ur�'e :w"`"cxica�iine`�""sso�i�iiu,w wrriw ��S � `, Gy s��g Q�� c .cexrzmmc 1- : `\ a �"'� c�es ��EiEs�a«siwttux[ I �� a �E��{'�3E'��ik K - SHEET l OF 3 • BOLINDARY AND EASEMENT MAP SHEET F� :�q��1�p�� ; ��?t=�� FP� -FLORI W PoIEX AIO LICHT a#1��i1 i fb SHEET 2 OF 3 • IMPROVEMENT MAP SHEET `°°` ."°"'°'°�""„`"`�"'�"°"`""°" �"°�" '°' ,• �� -�Eh�wYE D ;� Y��L�R�k' ��' SHEET 3 OF 3 • wALL FNCROACF�ENT MAP SHEE'T �"� :��:�� ioN i A�AP `�. �g��g g��g � o �w � - �F95 ;�,T�,��•�°"°"551"�"�""`•°�.�"` T.AND DESCRIPTION: p Z � PBCR •PkY EE.1QI LWNtt pECpWS PN%EI.I - � Pp�.C.P.-FfitlEIENi CpI1P0.PoIM �t��a i��TM�p {EET Oi EOYERXIFM L T .LYI F�131CRLY w o� S S o Q o 0 POH .POpIN�T OF BEGIXNING Uf 11.5 XIpN.Y Ip.I tdilXER WITN A Pp1T10x��vE �Nt�.OL�� PE Ni XE�EREXCE M�M11ENt Of SE`TIOM IO T0IXSXSP 10 SWiN. 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E .� � •� i . e� \ UUM9fil17NIffI[iO1�5539f'IflNd l3�tlYd. � " '___' 1 _ ___--___ ___ ____ _ -,\ X raa� ,�p'09 � m.+w nim � m�ro wua9v unun ow'"'i \ a311aidNn g '1 �.� �l \ 1 \ £101 1N3WN1DA09 3NIl H1ilON �, 1 i �� J `�s� rEaaae W;$�"y� `�`": _�Ya �� A�n�Ncry Ta�t_ � Ea ;¢ � cO9a�>5 .� �qqaia`.� � ;b„�V 3 'L o5o�q� � a`�oq�� APPROX. 513.26' � `��_�= o a�=��At V =<`a<nEaa �am�o .�=��c ��LL�� 562.26' �m"�� R 2220.08" A= . W �� m No �x � � �� 7 SPACES 13 SPACES �� ` 9 SPACES � � O tf) V N 1�1 � L 8 SPACES � �,.� � � � � N Ch W O �„� 11 SPACES 13 SPACES � � 7 SPACES v1 0 O� 5 SPACES � , `°�= � ,/� Y°° u � � TOTAL BUILDING •,w � �i� / � 26,958 GSF y� O O` / � M u�� in N N � � � ..o,CJ p?;,/ N A � � a0 �¢%/ 01 � � � N `" �:;%.. M � !1? M �' N W (V � ¢ a 39.7 ' 26.75' m N z � 10 SPACES o � 6 SPACES (1) HANDICAP 11 SPACES (1) HANDICAP 3 SPACES 5$PACES 1) HANDICA �1) HANDICAP i1 n � � � � � rn 3 SPACES � � 8 SPACES 15 SPACES L M � 9 SPACES (� � ------------- � �� d. 11 SPACES 485.90' O � �° °� R 1970•�8 A- N �� V z �LL^ � APPROX. 508.88' `� 16 � o u, a� o� r'1 ,-i F-n� EXISTING OUTDOOR PATIO (1�620 SF) TO Re�.x Date REMAIN OPEN AND SAME SQUARE FOOTAGE AS PREVIOUSLY APPROVED- REPLACING THE EXISTING AWNING THAT WAS APPROVED 2016 Projec[ 17-0363 Number Status Site Submlttal Issue 30-Mar-18 1 - PARTIAL SITE PLAN (SEE SURVEY FOR FULL SITE) �N date SCALE: 1/lb"= 1'-0" Sheet /� i ■O h1 Site Plan d��4�H� WALL LEGEND �E``9C ��_� W=�� ar$�ox3 (((((�/.LiiiilLlLl��/L/o =:; EXISTiNG INTE0.10R v $c EXISTING]MERIOR WALLS ��f�=i'=,,�p'?�':� w�ri o„ � &ITEMS TO BE REMOVED %'�= " = WALLS TO REMAIN o c� �& CONC. � �y{ � �co9�;a MOP SINKTO EXISTING 3'-0" WALK .�,:.;;;,�;. - .�:�.�� EXISTING F[RE RATED R� `��'�;,��`�� EXISTING LOW 1NTERIOR �.J q v�r REMAIN DOOR TO REMAIN WAlLS TO REMAIN ',.,y�r,--.:,a�,�_�-��»�:.sr WALLTO REMAIN-FIELD VERIFY ��,�'3�'F�'��'=tJ L z q E a��t • 3 c� v a.. EXISTING MASONRY WALLS � �z c�-'� 3 •O.O.O• �AS EXISTiNGWALK-IN-COOLER TOREMAIN •L" �ra�o`y PRO- PRO- PRO- MEfER COMPRESSORS WAlLS TO BE REMOVED � ,`o'g;N 3 P A N E P A N E P A N E P ON STAND O 3"G 9.v ti o=8�m�� ---� - - - U =�<nEaa I �W C "� `� ` EXISTING WHITE PVC 4'•0'GATETOREMAIN DEMOLITION NOTES EXIST.ELEC. O URINAL &REPAIR&ADD PANIC PNLS.TO REMAIN HARDWARE W.I.C. N?rn�E I • meN'S 1, Do not conslder demolition notes to be all incluslve. It Is the Contractor's responsibility to inspect and ��A� —_J F�� R,n, assess the space and to fulFlll the intent of the work Indlcated by the contract documents. Brin9 all d` �NLL�� F/o otscnao ex�sr. devlatlons from the contract documents necessitated by fleld conditlons to the attentlon of the Architec[. �>r�V � R.R.FIXTURES PER 2. Cutting and removal Indicated on the drawings are general Indlcations only and do not necessarlly show the �m�� C OW NER DIRECTION W� full extent of cutting and removal which may be requlred by the�ob condldons. + `�`"� � CAP/EXTEND EXIST.LINES O 3. Contractor shall verify and establish exlsting conditlons and dimenslons before proceeding with any portion m� o � � RE:PLUMBING PLAN REMOVE EXIST. Of Ih2 WOfk. �N � DOOR&FENCE 4. Contractor shall veriry locations and extent of struc[ure and items to be demolished and removed. E� t REMOVE EXIST. � 5. Exten[of demolitlon and removal work is show�on drawings and and includes,but is not necessaril Iimited o N Y � ANSUL SYS. INSULATED WALLS, F/D TO REMAIN RE:PLpN HALL ��a to the following; existing finished,partitions,dO0f5�ffdfl'125�ceiling systems and exterlor wa Sy5 0ff15� (� L WOMEN'S mechanical electrical and plumbing systems,exterior doors and windows. ��., R.R. � 6. Contractor shall obtain ali permits required by local authorit(es having jurisdiction. U —� 7 � 7. All demolition work shall be performed in accordance with all applicable Iocai ordinances and building codes. � 1 1� � S. Remove and dispose of all structure and Items as Indlcated, demollshed and removed Items shall be 1 1� ��os• WH � discarded. Transport demolished materlals off of the owner's property and legally dispose of them. � ` 1 �� REMOVE E%IST.Q.T. OFFICE � 9. Remove and salvage all items as Indicated,dellver all Items to owner's designated holding area. � 1 ' � FLOORING THROUGHOUT j � , ' ' w ' 10. Contrac[or is responsible for and wlll have control of demolitlon means, methods, and tec n ques, I 1 I SHEIV. � C.o.@ 6'-8" � sequences and procedures. The contractor shall provide for the safety prewutions and programs in connection with the work. The Architect wlll not be responsible for the Contractor's fallure to carry out the 1 1 1 --- 1 work in accordance with the contract documentr. � � � ` >� 11. The Contractor shall visit the project site prlor to demolition a�d/or contract negotlations and shall verlfy 1 1 I _ II;� $1 � � � KITCHEN - �� Q� existing conditions wlth the demolition documents. Discrepancies between the demolition documents(and ,� ' AREA I I d their Intent)shall be brought to the Architect's attention for clarlFlcatlon. Bids shall not be submitted or E%IST.SHELV.TO DISCARD W/H PER �� contracts negotiated by the Contractor prlor ro clarification of the intent of the demolition documents where �\ '/D •D U BE REMOVED OWNER DIRECfION �� such intent is In doubt. �{ � - >� 12. Contractor shall provide all necessary protection to portions of the work intended to be incorporated into the /1 � EXISTING 3'-0" �� completed work. /� 1 DooR 7o nEMtUN o I 13. Notify the Architect if undocumented Structural members are uncovered during the course of demolition. I 1 1 z� Kee the Architect notified of the progress of demolition. < I 1 1 �� 14. Con�ractor shall coordinate a(I indicated demolition with plan locations indicated to endure proper location I I�-COORDINATE NEW I � � � tiooD w/H000 � and dimension of demolished areas. Inform Architect of any dis�repancies. r g � � � MFR REMOVE ExiSnNc Ex[snwc EXISTING PAVERS TO BE I5. Existfng wall finishes to remain intact,unless otherwise noted. Where damage has occurred,or patching is - z �— requlred due to demolition,provide new flnish surface flush with exlsting. - Q � � � FURNISHINGS STOREFRONTTO REMOVED&REPLACED 99 9: RE:OWNER 16. Prior to the start of demolition and excavation work,the Contrac[or shall call 48 hours before di in � 1 1 1 CAP/EXTEND THRoucHouT REMAIN 1-500-432-4770 to locate all exlsting ut11lty Ilnes. Any disruption of utllity services caused by fallure of prior � / 1� EXIST.LINES � � � �� RE:PLUMBING notiFlcatlon of utility companles shall be the sole responsibllity of the Contractor. And all costs assoclated CAP&LEVEL EXISTING pl with proper repair and restore[ion of damaged utility services shall be borne by the Contractor. Q I 11 P�N � DRAINS 1 17. Architectural constructlon shall be removed only to the extent required. Patch to match existing ad�acent a ��, p�p %ADP EXIST. 1 construcFion. Where electrical wires are exposed,Contracfor shall cap ends of cut wires to protect against � elecMc shock. � � 18. Remove projecdons,hangers,bolts,nails,etc,from existing surfaces. Patch all holes to match adjacent � surfaces to remain. S J� � 19. Contractor shall provide all necessary shoring and bracing to support existin9 struc[ure untll permanent � F.S. F•5• f/D � supports are erected. Take all necessary measures to prevent the collapse of walls,slabs,roofs,etc.- � Contractor shall provide signed shop drawings and englneering calculation, signed and sealed by a� � engineer. � OUTDOOR 20. Where extension of existing wall surtace is necessary due to demolition of existing opening,patch and repair ' ; PAno new wall surface to match adjacent existing. 21.It shall be the duty and responsibility of the contractor pertormin9 any cutting or welding to comply with Ba2 REMOVE EXIST. � safety provislons of NFPA's national flre codes pertaining to such work. Contractors shall be responsible for AREn TR[PLE SLIDER � all damages resulting from fallure to comply. RE:DOOR 1 22,Contractor shall submit schedute of operations and acGon plan for owner's and Architec['s approval. REMOVEEXISTING—� SCHEDULE � Schedule and adion plan shall include:hours of operation,stagin9 area and use of utiiity services. Hours of LOW WAlLS I 1 operation shall be governed by local jurlsdictlon and building operations. � REMOVE EXTEk]OR eAR 23.Contractor shall submit waste approval plan,which shall include location plan of all debris dumpsters and � �� WALLS&COUNTER shall be governed by lowl jurisdictlon and bullding operations. * _ _ _ = 24.Contractor shall coordinate with owner on all systems and utilities shu[-off requirementr with building � � opera[ions � 25.Pedestrlan Protectlon -the work of demolishing any building shail not be commenced untll pedestrian � � � rotection is tn lace and a proved b local color jurisdiction as govemed by the FBC. , z p REMOVE EXIST.CONC. � 26.Water accumulation: Con�actor shall make provisions to prevent to the acrumulation of water and/or O ~ REMOVE EXISTING BAR COLUMN.(SEE NOTES) 1 damage to any proper[y or foundations on the premises or any adjoining property. 3� TOP&Wl+IL AS SHOWN � ��J 27. Utility connections:utility service connections shall be discontinued and capped in accordance with approved p� rules and regulatlons per the requirements of the authority having jurisdlction. � o � Z8,It Is the Contractor's responsibllity to keep the jobsite clean and clear of debris during demolition. Upon M � EXISTING FLOORING TO 6E completton of the work the Contractor shall ensure that the iob site has been cleaned to the owner's L M � REMOVEP THROUG H O U T EXISTING OVERHANGTO eE n REMOVED REMAIN satis fact lon,p r ior to t he con tr a c t o r v a c a t i n 9 t h e s i t e. GENEaAI 29.All new steel connections must be In place before any demolitlon is to be performed. � ,--I�y � z SEAnN� 30. An additlonal shorin should be rovided before demolition work is to be performed. < REMOVE EXISTING GLAZING 31.Coordinate w/Owne9prior to demolltion.Existing flxtures to be salvaged,stored and re-used per Owner � �� F &STOREFRONTWINDOWS direction. O N r (SEE NOTEs) 32. Patch and repalr exlsting Flnishes to remaln. V Z ��^ N (n 7 u-N x 33.Coordinate with Owner for any existing any fixtures to remain. O N ��^ I� .--I��.^.i MODIhY EXISTiNG STOREFRONT FOR NEW ROv.# Ddte OR RE:DOOR SCHEDULE REMOVE EXIST. DRY WELL EX[Sl7NG PAVER �PAT[O EXIST[NG STOREFRONT EXISTING STOREFRONT TO REMAIN TO REMAIN EXISTING 6'-0" REMOVE GATE AND DOORTO REMAW EXIS7ING COVERED RAILING WALK Project 17-0363 Number Status Slte Submittal Issue 30-Mar-18 1 - DEMOLITION PLAN �N date n � O Sheet SCALE: 1/4"= 1'-0" �"�� ■ Demolition Plan &£ cGv� `u.`"r n. WALL LEGEND PyE��s g3eo�Ve ots" .o�i - --a";,� .g�8a"o�v� ;_`�., � K��q��;� . . Ec`o9` Q EXISTING MPSONRY WALLS TO REMAIN. NEW MIN.3-5/8"25 GA.MEfAL STUDS @ 16"O.C.W/5/8" � �a r&�>q 13 � THK GYPSUM WALLBOARD FIMSH EACH SIDE(PAINTED). � �w N L s m� • P PROVIDE MIN.R-11 BATT INSULATION IN ALL WAlLS Ol p` �t 3 �O�O�O� GAS GAS �`�a '' ��i SUkROUNDINGBATHROOMS&MECHANICAIROOMS. 'L q�5ag=3 PRO- PRO- PRO- METER W/H 17 T c i0��N^ PANE PANE PANE P ..,, EXISTING 1-HOUR FIRE-RA7ED TENANT �7- ,.„�j'�� ' ��u-d`�'� pA2TLfION WALL TO REMAIN*VERIFY* ��I L � W o �� ov, _� " "' _" ' 16._6„ ._�. U a$an`Eua \ / pqN� � O GATE TO REMAIN NEW LOW BAR WALLS @ 42"A.F.f.MIN.3-5/8"25 GA. ISH- � "B" I OFFICE � MENS GATE MEfAL STUDS @ 16"O.C. WASH SEE WHLLNPES �p¢m� E PANE� 112 EN'S� F/D R.R. AREA '� S • 109 „A, � � H/C R.R.' • 116 _ 102 ��°i 5'-4" ��"4� O N O �N LL�e 9'•9^ 117 ��_p^ e'-2• NEW INSULATED PANEL WALLS ' v F/D • ; o HALI ' - �' NEW 4'-0" �m�� ' - N 110 _ _ _" _ '"_ GATE + gN-�� QI ��_6. . . . ��7 O �p) / \ � _ O.. WOMEN'SO M �w � � � H/CR.R. � � � � � � � e��- r � r � � r�� GENERALNOTES �� . ��_0.X,�_6.� � ,..�• �-0 4�-=� + , W.I.C. ' V � � 111 lis � HALL 13`Z� s•-^" io•-o^ \ 1 Fe ver a exs ng hi ct f isc p ncles. � 113� I � � \ . i Id ify II I tl dimenslons and utllitles prlor to construction,Notify Arc te o any d re a o U �� sERw e /❑5 \ : 2. Dlmenslons are to framing. � / �� ` O � gq. � 3. Bathroom&kltchen cabinetry&Flnishes shall be selected By Owner. - - � Wo 's - I � i 4. Bathroom&kitchen accessories shall be selected By Owner and Installed by GC. t R.R. 5. Appllances shall be selected By Owner. � � io�-1• I I \ � W NE SHEL 114 6. Wood base boards and door casings shall be selected By Owner. � o,1� a, ,. _4" i0'-o" OPEN G � 7. Provide bbcking throughout as required. �a e'-" 8. Built-in furniture requires shop drawings for Owner's review and approval. m _. _._ ., w, _.-_�...,,.,,_ . . .--,,,..-_.-.-- - . -� _ � 9. Where dining surtaces are provided for the consumptlon of food or drink,as per Sectlon 2261 of the 2012 ♦: � Florlda Accessiblllty Code,at leas[5 percent of the seating&standing spaces shall be ADA accesslble(as � , / � � Shown). il I Q � II I /' W�i+ -----J I ° � � �o�-ii• Z � i --- � ��X� � KEY NOTES m - - _ - SERVER - REVERSMG THE SWING ON EXISTING AREA STOREFRONTDOOR KITCHEN ios 1. Ensure thresholds at all new interior and exterior doors not to exceed 1/2"in height including beveling as per AREA ios � FBC Accessibiliry Code(Sth Edition,2014)§404.2.4.4.and open and close with the requlred force and speed per c n � _-______ MOOIFVING EX.STOREFRONT §404�Z 9 ---- � AND ADDING 3'-0'DOOR 13ox2a 2. Taper floor flnish so trans�tlon does not exceed 1/2"overall,Including beveling as per FBC Accesslbllity Code r N O Q`l� ' ----- ANOGLASSSIDEIITE g (Sth Edltlon,2014)§404.2.4.4. �� LOUNGE 3. 2-top table @ 32"-34"a.f.f. - Z �I _ _�__ CHAIRS I30�4 4. 4-top table @ 32"34"a.f.f. - �I � i�-11• �•-�l, 1,-6, 3,-0„ ��-�, 5. 6-top table @ 32"-34"a.f.f. � I 6. Table top surface @ 32"-34"a.f.f. w � � 15'-0" � ° 30X30 7, High bartop counter @ 42"a,f.f. a • � I Q �I i3•-z• ii' z�-s° 5'-a' 8. High table&seating @ 42"a.f,f. �30X24 9. Banquette seating(design By Others)@ 18"a.f.f. F ------ 3�5, � � � 10. New structural column for new sliding window. m a _ _ - 11. Class"K"Flre extin9ulshers at Kitchen Area.Wall moun[@ 5'-0"max.a.f.f. , � �� I f _ r � I ao�a 12. Class"2A-lOBC"flre extingulshers.Wall mount @ 5'-0"a.f.f. � w L.�L-J � � 13. Existing mop sink to remain. f 14. Provide 18"x36"mounted @ 34"a.f.f.flip down section at bar to meet the requirements of FBC Accesslbllity I I � �30X24 ' $ Code 226&902.Provlde min.30"x48"clearance&space beneath. � 15. New 4'-0"x7'-0"H gate with 4'-0"ralling.Install panic hardware per schedule. � a? 16. New 9ate and ralling w/panic hardware. �Se vICE - � _ �3 17. Repalr exlsting whlte PVC fe�cing and gate with panic hardware. 18. Existing chase for overhead soda lines. � I I I � ❑ I I��4 19. Black laminate countertop&cabinets @ 42"• I�, 4 20.Built-in countertop w/countertop(Selection By Owner).See Owner for product selection&style,Install per � / � manufacturer instructlons. _ I � � oUr0002 sOX3o ��0X24 21.Table @ 34"a.f.f.max.See Owner Por produc[selection&style. I PAT10 I � 1� 22.Glass sneeze guard surface-mounted to countertop.See Owner for product selection&style,install per „„��..� _ I I� I � manufacturer Instructlons. � �_. 23.Built-in Ilnen shelving. I � I i 10 / \ 24.Linear room divlder as selected By Owner.Attach to barjolst above w/welded 3-5/8"mtl.track(typ.). � � 130Xao 25.12"Raised Planters. � ❑4 � I � \ / O �30X30 � � 26z30� I ep a. ss^ ea' I 05 00 M CO {sl I � / 4\ \ � �� l� � I i f�D11lI�QQ„Pi"DD \ 0 � \ � �o ra,--i - - - - ❑ O �, LN i V z a��,-. LED AT LOUNGE UI �LL N PLATFOR MO FYING EX.STOREFRONT SEATING O � �� pNp AOOING 3'-0'DOOR �_q^ 5'-fi" 5'-6' +6� 6'-5" Il' 9'-0" 1 Af�GLASS SIDEUTE r� �~O V � � _ Z \ Rev.# Pate - - - _ � ❑ 5\ � 30n98 � I � SEATING \ � GENERAL SEAT[NG - � � 103 � z �\� � � � � � � � � � �\ -_-_-_--_--_ _is_ __---_----_ o ° EXISI'INGCWERED 11'-3" a'-b" 10'-9" WA� Projed 17-0363 Number 39'-1" 26'-9" AWNIPoG WIDTH S[dt115 Site Submitta s' Issue 30-Mar-18 1 - FLOOR PLAN /�_ date Sheet /� �. � SCALE: 1/4"=1'-0" V N �� Floor Plan )OSCO BAR & OVEN TEQUESTA, FL SIfE ADDRESS: 157 N US-1 TEQUESTA,FL 33469 OWNER: ARCHITECT: PR°,E`T: JOSCO BAR & OVEN ENGINEERMEP: ENGINEER STRUCTURAL: � � ` MIAMI LIGHTING DESIGN SURVEYOR: LIGHTiNG CONSULTANT: MIAMI LIGHTING TYPE MANUFACTURER DESCRIPTION CATALOG NUMBER VOLTS LAMP MOUNTING COMMENTS QTY DESIGN#� 1"WIDE TRACK WITH MOV2-7-3-L-082800-11-2-8-4-163A8/ LED 2700K SUSPENDED 1 Fl �� qDJUSTABLE LED DOWNLIGHTS N805601061D 1"WIDE TRACK WITH MOV2-7-3-5-120000-11-2-8-4-43A85/ LED 2700K SUSPENDED 1 FZ �'� ADJUSTABLE LED DOWNLIGHTS N80562133LD 1"WIDE TRACK WITH MOV2-7-3-5-120000-11-2-8-4-43A85/ LED 2700K SUSPENDED 1 F3 �� ADJUSTABLE LED DOWNLIGHTS N80562133LD 1"WIDETRACKWITH MQV2-3-3-5-20��0�-11-2-7-4-53A8( LED 2700K SUSPENDED 6 F4 �� ADJUSTABLE LED DOWNLIGHTS N80562133LD 1"WIDETRACKWITH MOV1-3-1-5-180000-11-2-8-4-53A8/ LED 2700K SUSPENDED 1 FS XAL qD1USTABLE LED DOWNLIGHTS N80562133LD 3"ROUND RECESSED ECO- EDL-NCADJ-27-5/EDL-IO-OPTIC-5/EDL- LED 2700K RECESSED 16 F6 CSL DOWNLIGHT 1306-4 2"ROUND RECESSED LED ML4D-09-FL-927-E-TL43R-2G-MWBB/ LED 2700K RECESSED 26 F7 HALO DOWNLIGHT H99TAT 2"ROUND RECESSED LED ML4D-09-FL-927-E-TIRSOAWW25-TL45R- LED 2700K RECESSED 10 _ F8 HALO ASYMMETRIC DOWNLIGHT 6G-MWBB/H99TAT pRAWING TIfLE: F9 MLD LED TAPE LIGHTAND CHANNEL LB100-15F-27K LED 2700K COVE 50' LIGHTING FIXTURE F10 WESSEL LED TAPE LIGHTAND CHANNEL 33309009 LED 2700K COVE 30' SCHEDULE F11 CSL 1"RECESSED ECO-DOWNLIGHT EDLM-NG27-4/EDLM-1003-3 LED 2700K RECESSED 14 ISSUE: DATE: F12 OPTICARTS LED TAPE LIGHTAND CHANNEL FLEXSTP-20-27-2440-XX/CHSP-S-1618 LED 2700K COVE 28� 1 f12T OPTICARTS 96W TRANSFORMER PDC.96.24 F12A OPTICARTS LED TAPE L�GHTAND CHANNEL FLEXSTP-20-27-2440-XX/CHSP-S-1618 LED 2700K COVE 33' 1 F12AT OPTICARTS 96WTRANSFORMER PDC.96.24 F13 C-LITE LED FLAT PANEL C-TR-A-FP24-SOL-35K-WH LED 3500K RECESSED 9 SCALE:N/A PRO]NO: SHEET NO: (� �, LD-0 u MIAMI LIGHTING DESIGN JOSCO BAR & OVEN TEQUESTA, FL - - - - - - SITE ADDRESS: 157 N US-1 , TEQUESTA,FL33469 � - - - . - - - - - _ - - - OWNER: ARCHITECT: - F� _ ° � a o , F13 0 , o F� F7 ' _ - F7 F7 . - . ENGINEER MEP: ENGINEER . - - - - --- - , STRUCfURAL: �13 F13 _ F$ � � ' F13 o e ° �-C�}Q+ ' - �� - .- � _ __� F! F! F7 � U . , � �CG - SURVEYOR: CON UN ANT: �� `�O �V r�� - � MIAMI LIGHTING � � � DW � FH � _ _ _ DESIGNz.sv� F4 F6 F13 F13 F13 F� F7 F8 • ^ � - �` � � —---- F13 ' F7 o F7 e F7 0� F6- E e s � Fa Fo Fo Fo F7 o F7 o F7 o F4 F� : - F7 - ' � o. , F3 F: F8 F7 o �- =o ' - yD m X1�: � • F8 F8 F� F6' ; � -- F7 � _ � o; o F1�, F10\ � --'- � F4 F o F7 F7 ' � �_ -�:::..1--------•- 0 0 ' D2 '� - ;, _ _ � � . � ;1:'; _.__ • _ 5 .... D6 .• F� � • ,. . D3 D3 �� E DRAWING FI D3 . , � - ;,,•, : RST _ 1 F2 F9 ',;;°t _�06 __ _ F � FLOOR RCP � � � F4 F6 - LIGHTING i;� D6 � LAYOUT � -- �j F9 F10 ; �O - F12A ISSUE: DATE: D1 �� J ''�' D6 �:� F6 � � �i ..; � . � �,/F91 � F6 � l D1 D'1 »� ��'� � e F1 � � � �,E - - F4 4 F� . DET Lq3 - - '."""_-��__ e�� - _ _ _ _ __ __ _ _ _ _____ __ __ , SEE SHEET LD-3 =_ �''-'''_"'_ c"cc- _ ' . FC . , � _ _ __ _ __ - ""' U � F'10 � D1 D1 sl F9 F6 � � �4 � ` � _ ( - - - - „l ��F4 SCALE:1/4"=1' P0.0J NO: ; F 1 - — eer No: _ - - - SH . D5 F6 ' D7'�` ' ' � - � � ; F1 - - - -- - - LD-1 . __ �- X1 . • - . � - . � ' � X1 • e - MIAMILIGHTING DESIGN � � .� � i� i i v ,; 1141 Holland Drive,Suite 16, Boca Raton,FI 33487 V E R E D R O O F Tel: 561 414 2190 MECHANICALLY OPENING LOU Fax:5614142192 E-mail:engineering@stattusinc.com JOSCO RESTAURANT 157 N US HIGHWAY 1 , TEQUESTA, FL DESIGN NOTES: �osco FLORIDA BUILDING CODE SIXTH EDITION (2017) restaurant FOUNDATION &SLAB ON GRADE NOTES (AS APPLICABLE): STRUCTURAL ALUMINUM NOTES: 1. WIND PRESSURES HAVE BEEN DETERMINED BASED ON ASCE 7-10, ROOF OVER OPEN STRUCTURE,OBSTRUCTED WIND 157 N US Highway 1, 1. CONTRACTOR SHALL COMPLY WITH RECOMMENDATIONS IN THE PRO]ECT SOILS REPORT AND 1. ALL STRUCTURAL ALUMINUM COMPONENTS SHALL BE FABRICATED AND ERECTED ACCORDING FLOW, DESIGN PRESSURES CONSIDER WIND LOAD FROM Tequesta,FL 33469 ALL ADDEDUMS,LETTER,AND OTHER ASSOCIATED DOCUMENTS: TO THE GOVERNING BUILDING CODE AND MATERIAL STANDARDS REFERENCED ON THIS SHEET. VUIt=170 MPH 3-SECOND GUST(VdSd EQUIVALENT= 132MPH), PROJECT SOIL REPORT NOT PROVIDED 2. ALL STRUCTURAL ALUMINUM SHALL BE THE FOLLOWING ALLOY AND TEMPER: IN EXPOSURE'C'ACTING SIMULTANEOUSLY WITH 20 PSF ROOF `_ 2. ALL FOOTING HAVEN DESIGNED FOR A MINIMUM ALLOWABLE BEARING PRESSURE OF 2000 PSI -BEAMS,PURLINS,COLUMNS.....6063-T6(UNLESS NOTED OTHERWISE) LIVE LOAD, DIRECTIONALITY FACTOR Kd=0.85,G=0.8 5, - � ``��u u�� -ALL OTHER EXTRUSIONS......,...6063-T6(UNLESS NOTED OTHERWISE) KZ=0.85, KZt=1.0, 12'MRH. POROSI'fY WHEN OPEN 70/o � 1;,,,,,. . z_."c� AND A MINIMUM ALLOAWBLE LATERAL BEARING PRESSURE OF 100 PCF. � �*��I�z 3. WHERE STRUCTURAL FILL IS REQUIRED,STRUCTURAL FILL IS TO EXTEND BEYOND PERIMETER -FASTENERS............................SS 304 2. SNOW LOAD= O PSF , ,�;.'� ; _,�`,-J "I OF FOOTING A MINIMUM OF 6"PER 12"OF F I L L D E P TH. 3. STRUCTURAL ALUMINUM SHALL BE FRAMED PLUMB AND TRUE AND ADEQUATELY BRACED 3. DEFLECTION CRITERIA U60 � � neaassw ' - � 4. SYSTEM NOT DESIGN TO HANDLE CONCENTRATED LOADS FROM : * ;-W ,i��_'- 4. FOOTING SHALL BE LOCATED A MINIMUM OF 12"BELOW THE NEAREST ADJACENT FINAL DURING CONSTRUCTION. : GRADE.(UNLESS NOTED OTHERWISE) 4. WHERE ALUMINUM IS IN CONTACT WITH OTHER METALS EXCEPT 300 SERIES STAINLESS HUMAN ACTIVITY. �� ,-•?�u '�j=°^` 5. CONTRACTOR SHALL ASSURE THAT FOOTINGS ARE PROPERLY DRAINED AND THAT SOIL IS DRY STEEL,ZINC OR CADMIUM AND THE FAYING SURFACES ARE EXPOSED TO MOISTURE,THE OTHER GEN ERAL N OTES. � ��0` �_'= AND THAT BUILDING HORIZONTAL CLEARANCE FROM FOOTINGS TO ASCENDING SLOPES SHALL BE A METALS SHALL BE PAINTED OR COATED WITH ZINC,CADMIUM,OR ALUMINUM. �NA1. _t`': MINIMUM OF 25 FEET UNLESS APPROVED BY A GEOTECHNICAL ENGINEER.FOOTING EXCAVATIONS TO 5. UNCOATED ALUMINUM SHALL NOT BE EXPOSED TO MOISTURE OR RUNOFF THAT HAS COME IN 1. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN � n"_ __ __ ❑ - ^��.c'_� BE CLEARED OF ALL DELETERIOUS MATERIAL BEFORE CONCRETE IS POURED. CONTACT WITH OTHER UNCOATED METALS EXCEPT 300 SERIES STAINLESS STEEL,ZINC,OR ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE REFERENCED FLORIDA rn = �I_";__ 6. PROVIDE CRACK CONTROL JOINTS IN SLABS @ 10'-0"O.C.MAX BY SAW CUTTING @ 1/4"WIDE CADMIUM. BUILDING CODE.STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL u W� _ _ �i�o=C x 1 1/4"DEEP JOINTS SHOULD BE INSTALLED WITHIN 24 HOURS OF CONCRETE PLACEMENT. 6. ALUMINUM SURFACES TO BE PLACED IN CONTACT WITH WOOD,FIBER80ARD,OR O7HER GOVERNING CODES.CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL Z `v : � = ci_LL,_= 7. CONTRACTOR TO FOLLOW ALL SITE PREPARATION RECOMMENDATIONS FROM SOILS REPORT POROUS MATERIAL THAT ABSORBS WATER SHALL BE PAINTED. LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY AND GOVERN. DESIGN ¢ �c.� � ��_�`� FOUNDATION STEPS SHALL NOT EXCEED 4 FEET OR'h THE HORIZONTAL DISTANCE BETWEEN STEPS 7. ALUMINUM SURFACES SHALL BE PAINTED IF THEY ARE TO BE PLACED IN CONTACT WITH W ��''n cr _ ;_�t_� CRITERIA OR SPANS BEYOND STATED HEREIN MAY REQUIRE ADDITIONAL SITE r HORIZONTAL REBAR SHALL BE 12"0 C.THROUGH STEP DOWNS AND EXTEND 48 INCHES EITHER SIDE CONCRETE OR MASONRY UNLESS THE CONCREfE OR MASONRY REMAINS DRY AFTER CURING AND NO SPECIFIC SEALED ENGINEERING. s"�' '� _ _ �� OF STEP. CORROSIVE ADDITIVES SUCH AS CHLORIDES ARE USED. Z, THIS ENGINEER HAS NOT VISITED THIS JOBSITE.INFORMATION W .y G. � - �;f= _ 8. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE FOR NOT LESS 8. ALUMINUM SHALL NOT BE EMBEDDED N CONCRETE WITH CORROSIVE ADDITIVES SUCH AS CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND � _ _ �,� :, x _ �y`= THAN 7 DAYS BY USING A CURING COMPOUND CONFORMING TO ASTM G309 OR 8Y WET BURLAP OR CHLORIDES IF THE ALUMINUM IS ELECTRICALLY CONNECTED TO STEEL.ALUMINUM EMBEDDED N MEASUREMENTS.ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR � a w LL � : 'i,_ , A PLASTIC MEMBRANE. CONCRETE SHALL BE WRAPPED WITH 10 M L PIPE WRAP OR PLASTIC TAPE. 'Z s°''�z - "!-^=_ LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS, N o" � g. LAP CONTINUOUS REINFORCING BARS WITH CLASS B LAP SPLICE ACCORDING TO CONCRETE 9. STEEL FASTENERS WITH A SPECIFIED MINIMUM TENSILE ULTIMATE STRENGTH GREATER THAN WaRK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. THIS ENGINEERING W �`�z,� 120 KSI IN THE LOAD BEARING PORT ON OF THE SHANK SHALL NOT BE USED IN CONTACT WITH " `� _ LAP SPLICE SCHEDULE UNDER REINFORCED CONCRETE NOTES.HOOK DISCONTINUOUS ENDS OF ALL SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK ��W^"� �- _ ALUMINUM.ALL FASTENERS SHALL BE LOCATED AT A SPACING THAT CONFORMS TO A SC STANDARD `�.� ��*z ^i' ='v'_ TOP BARS WITH ACI STANDARD HOOKS.REINFORCING COVER SHALL BE AS FOLLOWS. GAGE AND PITCH. UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION � ��,�, � ;L i CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(EXCEPT SLABS)..3" y��' W J V _ 10. AS AN ALTERNATIVE TO THE PREVIOUS REQUIREMENTS FOR ALUMINUM IN CONTACT WITH OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF l�/��`'��W ,_ z < =i��p,W CONCREfE EXPOSED TO EARTH OR W E A T H E R B U T P L A C E D I N F O R M S 2" 'I// ��^ W �I�' �,�_ CONCRETE SLABS IN CENTER OF SLAB OTHER MATERIALS,ALUMINUM SHALL BE SEPARATED FROM THE MATERIALS OF T H I S S E C T I O N B Y A MATERIALS. �j � < z �z 3. THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF SUPPORTING THE __o_ 10. WATERPROOFING SHALL BE PLACED BETWEEN SOIL&CONCRETE WHEREVER SOIL IS USED AS N�i1.OBOLT HOL 5 BHALL�BE DRIBLLED HE SAME NOMINALA IAMETER AS THE BOMT+El/16" LOADED SYSTEM AS VERIFIED BY THE ENGINEER&OR ARCHITECT OF RECORD, _ - - -_ _ - A FORM FOR CONCRETE,EXCEPT FOR FOOTINGS. et.al.THE HOST STRUCTURE WHICH IS DESIGNED,CERTIFIED,AND INSPECTED BY 11. ALL REINFORCING SHOWN TO BE HOOKED SHALL HAVE STANDARD ACI HOOKS. 12. FASTENERS SHALL TEK SCREWS.UNLESS OTHERWISE NOTED. OTHERS MUST PROVIDE SUFFICIENT,CAPACITY FOR THIS SPECIFIED DECK Note 12. PLACE CRACK CONTROL)OINTS BY SAW CUTflNG @ 1/4"WIDE x 1 1/4"DEEP WHERE SHOWN. SYSTEM. NO WARRANTY OR GUARANTEE TO THESE CONDITIONS,EITHER CUTTING TO BE PERFORMED WITHIN 24 HOURS OF CONCRETE PLACEMENT. STRUCTURAL WOOD NOTES �AS APPLICABLE�: EXPRESSED OR IMPLIED,IS OFFERED WITH THIS CERTIFICATION. 13. CONCRETE SLABS SHALL BE PLACED AND FINISHED WITHIN A TOLERANCE OF 1/8 INCH IN 1. ALL DIMENSION LUMBER SHALL BE STRUCTURAL GRADE#2 SOUTHERN YELLOW PINE OR 4. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING EVERY 30 FEET,AS DETERMINED BY PLACING A 10 FOOT STRAIGHT EDGE ON THE SLAB IN ANY g�ER MEETING APPLICABLE REQUIREMENTS OF THE SOUTHERN PINE INSPECTION BUREAU(SPIB) LOADS ON ROOF,INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS DIRECTION.ANY DEVIATION FROM THIS WHICH REQUIRES ADDITIONAL CUTTING OF OTHER qND PRESSURE-IMPREGNATED(PT)BY AN APPROVED PROCESS(ACQ 0.4 PRESSURE TREATED) WHICH MAY]USTIFY GREATER DESIGN CRITERIA. BUILDING COMPONENTS SHALL BE THE RESPONSIBILITY OF THE CONCRETE CONTRACTOR. pRESERVATIVE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE BUILDING CODE AND 5. LOUVERED ROOF SYSTEM SHALL BE PER MANUFACTURER MAXIMUM SPANS 14. COMPACT CLEAN INTERIOR SAND FILL HAVING LESS THAN FINES TO OF MODIFIED PROCTOR qMERICAN WOOD PRESERVERS ASSN(AWPA)"BOOK OF STANDARDS"OR 0.55 SPECIFIC GRAVITY OR BY OTHERS. MAXIMUM DRY DENSITY,ASTM D 1557 AT OPTIMUM MOISTURE CONTENT.SOIL COMPACTION SHALL MIN. 6. THE INSTALLATION OF ANY ACCESSORIES THAT DO NOT AFFECT THE BE FIELD CONTROLLED BY QUALIFIED LABORATORY OR SOILS ENGINEER,APPROVED BY STRUCTURAL z WOOD IN CONTACT WITH ALL METAL CONNECTORS USED IN LOCATIONS EXPOSED TO STRUCTURAL INTEGRITY OF THE STRUCTURE ARE OUTSIDE THE SCOPE OF THIS ENGINEER WEATHER SHALL 8E GALVANIZED. CERTIFICATION AND NOT REQUIRED TO 8E CERTIFIED UNDER THIS STRUCTURAL 15. CAST IN ANCHOR BOLTS AND POST INSTALLED THREADED RODS EPDXIED INTO CONCRETE 3. NAILS SHALL PENETRATE THE SECOND MEMBER A DISTANCE EQUAL TO THE THICKNESS OF pRp,WING. THEY MAY BE INSTALLED AS DESIRED PER MFR.SPECIFICATIONS. Revision SHALL BE ASTM F1554. THE MEMBER BEING NAILED THERETO.THERE SHALL BE NOT LESS THAN Z NAILS IN ANY 7, ALL FASTENERS TO 8E#14 OR GREATER ASTM F593 COLD WORKED 304 16. ALL LANDSCAPING MUST BE GRADED AWAY FROM THE STRUCTURE AT A MINIMUM�RADE OF CONNECTION. STAINLESS STEEL,UNLESS NOTED OTHERWISE.FASTENERS SHALL BE 5%FOR THE FIRST 10 FEET OR AS FAR AS POSSIBLE TO MINIMIZE WATER INFILTRATION INTO THE 4. MEMBERS SHALL BE FREE OF CRACKS AND KNOTS.MOISTURE CONTENT SHALL BE 19%OR CADMIUM-PLATED OR OTHERWISE CORROSION-RESTSTANT MATERIAL AND SHALL SUBGRADE. LESS. COMPLY WITH ANY APPLICABLE FEDERAL,STATE,AND/OR LOCAL CODES.Fy=65 5. WOOD THAT IS IN CONTACT WITH CONCRETE OR MASONRY,AND AT OTHER LOCATIONS AS KSI MIN. FASTERNER NOTES (AS APPLICABLE): SHOWN ON STRUCTURAL DRAWINGS,SHALL BE PROTECTED WITH 30#FELT(UNLESS NdTED g, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 1. ALL TEK SCREWS TO COMPLY WITH GENERAL NOTE 7. OTHERWISE)OR PRESSURE TREATED IN ACCORDANCE WITH AITC-109.MEMBER SIZE SHOWN ARE RECOMMENDATIONS.EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM NOMINAL UNLESS NOTED OTHERWISE. EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER Issued WALL FINISHES. Date Checklist 9. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. 10. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM HURRICANE WARNING REQUIREMENT: EXCLUSIONS SHEETINDEX DISSIMILARMATERIALSTOPREVENTELECTROLYSIS. 11. ALL LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO ASTM A36 AND LOUVERS SHALL BE ROTATED TO A 90° #SHEET DESCRIPTION CURRENT EDITION OF AISC WITH MINIMUM Fy=55KSI. 12. ALL CONCRETE AND EPDXY TO REACH A MINIMUM COMPRESSIVE STRENGTH POSITION DURING ANY NAMED STORM HOST STRUCTURE. A'IOO-Cover Page OF 3000 PSI IN 7 DAYS. TO PREVENT EXCESSIVE UPLIFT FORCE ELECTRICAL, WIRING. 13. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER A101 -Top View DESIGN CRITERIA.THEY MAY VARY SLIGHTLY,BUT SHALL REMAIN IN ��-5848 ON THE ROOF SYSTEM A102-Beam Plan CONFORMANCE WITH THE LIMITATIONS OF THIS PLAN.THE CONTRACTOR IS TO SheetName VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION,AND VERIFY THAT A103-Section Plans PROPOSED DIMENSIONS AND FIELD CONDITIONS AGREE WITH THIS PROPOSED Cover Pa e PLAN.USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED � A104-Details SYSTEM LAYOUT,COMPONENTS SELECTED,AND INSTALLATION.THESE DRAWINGS ARE NOT INTENDED TO BE USED AS FABRICATION OR SHOP DRAWINGS. A105-Details 14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OFTHIS SPECIFICATION BY CONTRACTOR,et.al.INDEMNIFIES SneetNo A106-Details &SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL q 100 A107-Details FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY Scale 3/16"-1'-0" LOCAL,STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL Drawn By CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. Checked By Date i � � ; 1141 Nolland Drive,Suite 16, Boca Raton,FI 33487 Tel: 561 414 2190 Fax:561 414 2192 E-mail:engineering@stattusinc.com JOSCO restaurant 157 N US Highway 1, EXISTING STRUCTURE Tequesta,FL 33469 A-D\ JOSCO EXTERIOR WALL ___ —� ��`�"l..BEH'��4�.�p� � �� A\- :�QpS�'`�"�. _'•��: _ I jI I� II I =�s �°a°�,° `:�: IRXED I FIXED I i ��, * c Wc I FIXED FIXED I� � I I PANEL I :O•.. '�' PANEL PANEL % �� '�?� I I PANEL %,`c�ss.!2«amP:�c� � I I, B` �ONA�� _ _ _ _ _ � _ --�I�I I II II � : I � � , I� I I Q _ - I � I � I I ! W . =;a - — � � � ��i,ni�f- �- � j I i � z_ _ I �� wALL ' � i j I � � I Z -��I - i � i W � IFIXED I I �� r - �-� FIXED '� — PANEL I ,A103� :, y I I -. �'...A� I PANEL I I — }� — — �.. � — I I � . . .... - - ---I — - - - - — - - - - - - � — — , - - — � ; - - - - — — - - , L1.1 = f�.X��F�.RIOR TRANSLUCENT LOUVERS � REAR AREA I Note ��u��:vvni �� , I, _ __—___-� - _ i i � �� I , j� ' i�'I I I, __ I III i I I I;I_ _-_ __ C' Revision __ __ _ _ ! ' jII-- I ' � I ❑ ❑ I I FIXED I I RXED I I .. FIXED FIXED I ❑ pANEL PANEL PANEL I' I PANEL I I � p' _ __ �.. I ' ,. � .... _ � I ; , I � � I Issued EXISTING STRUCTURE ' � �ate Checklist ADJ�CENT TENANT EXTERI9R WALL , ---3�-,�,�-�� , - r3. ,'� 5�: \g; � ;1 �2 � - 18-5848 �LAN VIEW OF AWNING NORTfI SheetName -� Top View �� Sheet No A 101 Scale 3l8"-1'-0" Dravm By Checked By Date � r , , 1141 Holland Drive,Suite 16, Boca Raton,FI 33487 Tel: 561 414 2190 Fax:561 414 2192 E-mail:engineering@statlusinc.com �JOSCO FXTERIOR WALL � JOSCO _ restaurant NOTE:See Sheet No.A105—, A-D NOTE:See Sheet No.A107— "Double Beam to Beam Connection"detail A;o3:� 157 N US Highway 1, "ComerConnection"detail pg�/g^ pB1/8" PB1/8" Tequesta,FL 33469 — P6118" pg��g^ PB1/8" � EXISTING STRUCTURE � �—— ————————— q A ——————— �� 1.9EIV ��.. ��_�� J� — ——_ I.—�� .� ��\1111111// —— NOTE:See SheetNo.A106 � I I ` •��•��, ------ ;�. �: db1.18 dbI.IB dbI.IB "BeamSplice"detail q i =4:�� y ;tr; '•�= IB1/8" 161/8" i IB1/8" 161/8" =9; ,t ;w` � 'p�.�• smreor f=�: --r g '"�i`s'•..Fipno?;.��p�; S��(VA�� 1 T-5111i 6' 11'3 tl4' . . . . . .. . 11'31/4' 11'-571/16' I � . q 4' i 4 P61/8" I (' - PB1 f8" FB dbl.IB I dbl.IB I I � c`�` PARAPET db1.16 I =�` � - � W ;I.�t,z= WALL � dbI.IB I - - ��_� dbl.IB � Z -�� W- o�4 FB �-� L� - �^i"` 1-7 I `�.A103- � i `-�o�c°z� _�I= -02 ��A103,' . - - - �� i;i � r I� -�` � - - - - - - - - - - -<�`_ - - - - - - - - — - - - - - - — — � - - — � � � REARARFA - =1-�._ .� _ Y. ti.p` EXTERIOR �° `' /�/ _ [SIDEWALK � � N NOTE: m � Yd _ _-- NOTE: 1/8°thick"U"CHANNEL 1/8"thick"U"CHANNEL inserf in the inseR in the middle o�the Beam Note middle o/the Beam I FB � FB G � � G C __ _ � IB1/8" 161/8" IB1/8" IB1/8" Revision dbl.IB dbl.IB tlbl.IB � � — __ -- -- — -- — � ' -- -- -- —�— -- -- -- -- — —� — � �— � -- ; � ADJACENT TENANT EXTERIOR WALL PB1/ P61/8" PB1/8" �I IPB1/8" P61/8" s'-2�s�32. �ssued I 17'-911/i6' N'-917/i6' 11'-71/4' Date Checklist ¢ 6'-2 79/32' 11'-7 1/4' � � - 59 311i6' ' I . I I � ' I 5,, �6` ;� � � �� \2� `g� ,qJ , {:EFLECTED CEILING PLAN OF AWNING NORT! � �s-5848 -- -- __ _ - _ _ __ � I / Sheet Name Beam Plan KEYNOTES Shee,No — PB118" Perimeter Beam 2"x10"x118"-6063-T6 A 102 dbl.IB Interior Beam[2]2"x8"x114"-6061-T6 s�a�e 3�8°-��.o� Drawn By IB118" Interior Beam 2"x10"x118" Checked By FB Fan Beam 2"x8"x118" Date G� Non-structural Aluminum Gutter 3��X6��X3�� _____ ATTACHEDTOEXISTINGSTRUCTURE —--— ATlACHEDTOEXISTINGSTRUCTURE�FIXEDSIDE)