Loading...
MC-7-18-2025 < � � ��� ���� I � I ��ir���diti�ning� N���ing ���TI���151Tt�N� �NTERN�� ��� t1LTt� EE �SE {., 1 � L� ��°z TO �S Peadu�t Fe�tures � I��[err�a�fac�c�ry�-ir�st�ll�d t(1errl�r�l e�p��nscc�n a��Pv�s��r c�c��ir���ncl he����um����lic�tic�r�s z,,:'� ,t.,,t,t�:' � Directdri��e, rr�ulti-Speec� EC�� k�lo�h•er r���tar _ !�l(-�Ifsrn�r�u���Pv�e����r�tor cQil . . ii�i�! ° �C)1� [T1�tICl�l(1�T�Y�G��C)FC�UEC�{���}(��1��t7filtlF • •��i�• e � (�ptir�ii��c��c��use��;itl� R-4`it�,�t�€��i��r.�nt ;'� *� •� {- {� !!!• • •f •�i��• " lelulClt�tl�f�f'[3�CP3�jE.'�E'.�S tftt�fl�.��1{�• •se�o• e • • �t�1.�i��eh ��I�O wh�n testec!ir� ...... •fe• • • • • clCCC1PC�c�f1GE'4�ti��1f������S��ill�Lt�C��� ��w��• •�s�• • s " {ci Itlt'�rl l C f'r3`rl�t` ('SS t"i:�[1 �.j��`i���• •• • •���• • • • • s e��f�,�I�l€:�l ���W�le(1t�S��E� I&1• •e •R • •�e�:• aecc�rd�3ncc�vitk��SNR,AE stan�i��l.`�� . .• . . . . ° �����—��7 �.�'�Ef�'C�1"iC��l�el�(F��I�S � s�s��• •��e�s ° �Oti20fi�c���I`bf't�IC��CO[l�i�T,l3k1�I"}il�• � i���e�• •• s •• • • s c�f�ak�ilitic s . . . •: s � � Ri�ic1 Srn�riF�<�n�e�'�eak�inet +� 1'}"(}E.'�7�f1 t`t:)E"�rt3Slf't e3EtIC r�fCf'SS � �eca�C�E-fr�eetherrnc��l�sts� dr��i�� ��r�s�=itPi secc�n�3�r���dr�ir�c�r�nt etic�r�s K. �...� g �����.��.�������r����as t�� ��,, a � ����""���.� ����r����������t��������t���V`�lE'���ir� ����������n �����������s� a i r����«m ici���oe��ti c�t�� � ���cC'��x . +, .. gv 2 �; s '$ `� 4 t�, . t 1 �#. t� u ?9 e k l �:� l�.�rt, � t.,,>"�,�.�.b 1....° € � � � Fc��l f��eeci �����al�t�Zin��a������ie � �,, `� °��'� ,,S ' � � �nt,ert��I c���<«�Pc�rP�}���e�2��tt�t, � , � � � �t�`�� � ����,�' �� � ° t�� � t � 1� � t � �..� `��.. �., � ����t���i�4�t��r� � �° � �° � x'°' � C,<�Iv��n�z��l �e<�t��er �rair� ��nk�c�s��cf fttt��l� ��� y +�""� � � ° ; t Y + �l Z € � l�'�ttitt � a g3 1 � � � ��z 1 �y�k�,� x ;t z 1 € 1 `a "i 1 a 4 t 1 aa tw �t'? <E t � � � ;� � � �t -`� � � � �y�� � � �� �5t� �� �,� l�� ��� ��t i F,p�,,gpp¢ � _ °"'� �„ e E � � �,� � ,�x �t�,.�� a �$p������ � i�� C �'�< �� i.iAAS7.M:�11� $ � . � � ;� �) � �F> ����� 3�.,,j�� i`,'F i�'��4aC� 6L`� q�a t� � ���5"��,(�'��"`�.a, t \.,}�� 1 Air �I<�nc _�dc���se��clat��r�r,'�.��i $ � �}�� }., ��p � y� c _ .,,. ...t.� c .,��L���� ��l��i���C7��f��i'€�@3��-��2���� �1���.f� �,¢ �k�a t'�.� g �t�c���(� � Yr'C��til€f. ��� °.� !{ �� i' lf s� ti � ¢° E �' r '� q$1t € ti t �� e> _ s � �. s �t � � s����t �c � ( � �� �( ��, �T�t�t!"f��� �. ���5� .� , "� � �,4E`2' l - i �� ''� C i e ?��d ` s t b? "?� �3 j i �}6t11�t1SIC3tlS.. ,.� . .� :���. � � .` '� t e r��.��� '�E t r �ti{ � �1 1 i ���+�t`i' �fl� �E 3� ��,t 1 a� � �II'�C)1� �i�tc�_._ . '�. .�._�,. , _.. ' .:� ' ����i� t ��itio � s? sl � i ���.t...k.��=��$��,�,F��s�..�„� u��i��,�e�„��'v���;�`�.�.'-t a 3 � S �FP i � ; ' � �f'.C��}����c�tc�. ..�..... �.�,... .....� � 4..f1, .a�,...�1zk.ma�,� .. „?`. � el., ro�l.',� lNir�rt�C�i�gr��r�i. ... ... � _. ..._.9 � i � t,2„�� r�,a�. .� l AcC�SSOtiPS_._.. _. .. . . .... ....1� � ��st _ _ _ _ __ t �* �, _ � � „ _ �,�, M ���� �.���m.�.�n�.����.,�.��,�,,..,,.�..,,�K».��.�.m..m.�� �m�.,..�� ��„�. a�����.. � �`�`�������,� ���,�._ � ' �° � ��" : � y � <.,� ,�.., � �,, f�� . . �`*Yk(�'`bY� c niy fe sirra��t lriar� t�thll. t�it v t I�tt te3t�_t [ w+nRcit.titfl�� r�,t_�� f ��3 Er � c�rz+ th. _�-}c,���ah(F,t,As.CPoEart3n«<,,ttnt� _ ,�,G.+t r„�;E�tI• ,,n},{.:f t.tt„i.ir(,{� . }� �� ��� � :s<��n � v �C5 n: � c'i�_i�;aE,.�, c1,�ti�t r:.,[3�.ct�i t;ts s...�ilu,m an i..E�,�_Z>e_:�i?;i�kmt. ���, ,� . .... .. .. . ... ...... . .. .. ...... . ..... ... .......,... ..... . . . .,,, .,...., .. . ...,.,. ...� ..,..., �. . . ......,. ....... . . . . . ._t. .. ,.. ... .�� .... ..�. .. ..... .,., . ..e. .,.., . .. .,. . ... ... SS-GfaSPT wdvw. ecad€na��r�f cor7� 51�5 Su}ac�'r�5e�deti}i15 -0 Rt�[}��T SFE�IF#[�T6�N5 " � OMENCLAT�RE ` " A S P T 25 Fi 2 � A,Q S 2 3 �d 5,6 3 � 9 7a.a7. 9YartC7 Eri�6r�eerin�a si >fn�;ie a;ece Air Ftaet#ke; � � . � � � tu}ajoryMisnor Re+.�fsi�ns . �. " 'N�t usad Ec�r ie,vecEary meana$et»�nt Ur�i�Rgpi6�ati�rt �efri��r�rt��har�� C- Ceitir,@,R��1<a�;�i?�;�cC�.raeor ... . .. ... . .. . . . ... .. :�.F �R-A2{2A R- R�u4i-P�aslYiem PSC t��otcr . . � S h"ui4i-Positic+;?EE�1 NiPtar � � � �:��: �;e`Ltf6C#S. F t+f-v§'ali 44�1v"t�•Ri P$C.h4tnfCC � � ... . . . . S IQcSj24C�V.1 P35d>;=.�"J�F{2 ��bi»e¢F6as"tsh . . ... � �amia��!i�idtt�� CI- :)!i&�eilFiiEC� .. . . .. ... ... "��T(`�l i#(E. �- F8iilid� . . �=�:��l'i�it�l' P�- Uncas�d . G=2155,.1*+Ii"e s t �7cp�et5it1n tA�vice s��e�e e����: • F- F#our�atc�r a :Nttmlr�a!C�p�c�ty Rar�ge � fi- E�-�a�si �Ive ..�=Z Tc��s �9= 5 Terts . .. � • •• �t`-�"�r,. • • # • 29=2 lt�n;, E�+1 y 5 Tvn�. e•suo• s• • •e•a�• • 3?_�}5-3�ors � • s a•.a•• A?=3',>'(a�r�. tooso• ! • R B •U�• 1?�=w-TO(�5 •liM1• • • •i i O• • f 6 f• � ♦ • ••Y!i R •i •YlYW• • • • • • !•Rii• ! •• O! •! i p • Y O!Y Y t ! . . . . . . . . . . . •O!!•• i • • i f!i!!! ��� � �� � � � g ! • • Y Y•!i• • f • . . �. . . . 4 a •.!•r• l3stst 1"YPe# h��J�r��ti r��vt�a�zr�s e s e HKS-AH Meater Kit Pt���� ��ee�'s������ � a--za�vae 1 a�� ������--2os v�ie��� x--rd�����,�t��-����r � �—��ovac0�� E--z��va�c/�� �--CiecE�it Etr�aker � � � C—cQ8j2�(I V�C l�S� F--2C3�/2�bC1 VtkC�3� G-_�£�OV�1Cj3� kU�9 c��-_s.o I:�n! is--l�,a kvv ��bi���S {I���} OS--�.���r �a._29.2k1�,'wr`150F li��tit C_.C C�btnefi 06--6.flkl�' 2�--7�.2k41j wJ170F firi�it D--C}C�binet C�.._B,QkV�' 25--25.{�kbh' X--,21!�abinefi Siaes 1�--9.�h4V EATING � �RREfii�Q� �fTQR �_���__ _�..����.. Stst��LY�14E���e 240 23t� ' 22C� 22� 208 �c���Ec�to�F�eTs�� 1.t�t? � t�.92 0.84 {3.77_�0.75 ______ _ __�___� _ 1�i�Iti��ie�t(�e'Ji)-vc�;t ti��<3un�ca��at EI��!�p°f�,�rrction ia�E�?r�. „_,. _. „ ._ ,„ < _ � ����^�.�;caodr���r�rnf�.co�z� � � � y SS-€:�ASPT . ` ����c�S�€c���c������ F ` �Ec�F�c���o�s � �s�� ; ,�s��r � �s��r � as�-r �,s��r �s�-r ;as�°� �s��` �a��r 25�24* ' 29�2#� ' 37�14� 3iC2�� �7��4* 59�1�� �7�2�* A9E��.�&* 6S�1R* F�E��'tB�RC Rf�'tltilCsS ' Coolin�;(Btujhj 24,QCkQ � 24,�Q0 3C�,OQO 36,QQC? 42,QQfl 60�OC1Q �2,Q0{7 ��3,OC?t� � f�Q,C3(JO �tC�t�dER i ' � I � � , �[e��TtC't�t' 9}z° � 9Yz" I 9;�a° � 10s�s,< 1(lfa" 1t)�la" � 1t�51`�" � 12'�l�e° j 11'��s" {�� p �^ �^- pf1/ ty51 ryi VYtdl� � lt V I G]� �V�IB 1V��@ 1Q5�@ �V��B,� ��5��� C:Ott�d?�4IFO�E�TIC8EN5 � �.tt�l11C� � �s" � �s�E 3f�� ���� �„ 3��� � �e�� ��� ���, �tlC�.1+3t1 � a���E I ��E� � ��<t 1,��� ��t� ��k, � y�r, � r��� •� 1�y�� � € ? • •��• i �.QER(.�C3IE1 EQlln2Ct�FPE� � �" 3�`� �la�� 3a" � �Ia�� 3/a�� ��° r � ��� •���e• •�+� � a`c" • • •s I • �.LECI'FitCk4E�3ATA � i e a s• • • •• m•�e s• • seeso• • • s aem�sa V'�It��*e 2f18 f 2�0?2t�8/23Q!2Q8/23C? 2C}8/230 20£�j 23C� 20�/239 2Q�/�3�1.2Q8�23Q 2C18./�3Q • e ' I � i • �f o saRrk! 7 �iinimutr�Circuit Am�acity I 5.£�/5.8 � 5.8�5,8 � 5.6 J S.6 � 5.6 J 5.6 S,�/5.6 7.9 I7.� � 5.6/�.�i� 8.6��.fi`�8_6/8.6 ••:••• � j � •��:��• • • •.��• Max.Qv�i`current Dev�ee(Amps} 1�f 15 15/�5 �5/25 �5 J 15 1S;15 1SJ1S 15¢+k5+r 15 J�5��•25•j S5 ••••s• . f�ittittt�tm VF1C ]�7 297 1�7 157 297 297 1�7 «°�� 197 *� ��r�7 •e..i• � . .... k4��xim�t't1 VAC 253 253 i 2S3 3 253 253 253 2�3 ��� �53 �' 253 ���e�i • . �lc�v�er�6cat�r � i � � .�.� l ( Fu�l Load.�mps(FLA) j �.6 4.6 4.5 � 4_S 4.5 6.3 4.5 � b.9 � 6.9 Harsepower(HF} �f 'l., �l f l 1 l� � 1 � sa����r�s���{t��,� ��s 3 �as � ��s 2�� ��� ��a I ��� a s� zc� °Rirfloe�f rate�.3 static �}of�;Assumes dry eoil;S��R�1 corr�ction for w:et cc�il=4°�{�?�8V/2�k�SV) _�,. � � .. .�... . .... � 55-�A�P� w�v�v,�c�c�d€r��n rnfg.eoe� 3 ������S��c���c�����s � d � � ����o�s , .. . . . . . 3A8" ,�. . . . . . .. . . i {?�2cm; I 5 a,' � I �...__..__ ; ,�,.13 cni; � j 1.�$�''_�...___-i; j (�.��Ctflj 7 1 � - �-, ,r \: �� � �y . .. n�.� . . .r__ _ . _____._ : M._._' ._.'_« .,."'__'_,� � 1 i d J�'`�, � �"�� �.....,, � i 11 43 r,�:�i i — 'a '� - . �'*�.' `t, t 5'-i�-- -1 � � � ' {19-` �� i ' � �� � -� 2 83�. � , i i �� (t 39 cn,? � ,' ;7 Aw er�ij � � � � 1 � ; � it3.3c€�it ( ` f_.__ _.__. '' , : ' i � .._ ._' ., � �_.{.._..-� �.. f 3- .y� - �;"��"� -`j [r.9 e r7 t i i {2&7Q'm) '� DR�,R�PGRT DEiA+t, -' � � "?( � �'-!�, , i --�� v�.� 5 - - ��., (3.e';. , I ;k {t_4Gc,��} (1:�4cni, ;t4t�e-.n; � - �C _ ._,_� ; , ;,__ _._ 7 --_z • ! :_:_ . - -_ � �,�. -�t.��. M E!��R �"'��..h1S�; i.� ' .,__ •���o • ��� � BREAKER� i�.�-U�;�; � • � s• • •♦ ��VER e • • s aE•o• •• ♦ asaoo• • �s • a�a••s •s�a e i�i�GC?�.GCATi`JN-._.� I a a � •oes •oo•r• • • •P!4 R •w�• 0 8 i!�! • •♦ tlt��• —i.17,• ' • R ! f • •a a a• s •� a• •• f5.5iGr��r SUC'ION YUBE�-, yl^'� � � il�ti;D LEti���.. f ! •�t��! �,.,.- � —"�"{ �� i i i • ����m_ . •O!4! • B • • ° � - 'n7�� � E. 1 ti •?•fii � _ ______"_'__".y + i ; • f ! • } 1 i RiQ!! • • ♦ t�' P ! s •• �EE#"t_ !tv P�n.Ff Y 0�?�fAil�,, j � • s � \ F � • •• � �� � I .�� , , `4_,,� ' __�.�� ____---� ; ;I � � � � i „ � , : +; t.?: ��+-- F -f-�'- —2.73" - i9.5"�Q�.S crt7? -�t�.-�.55" [4-39�,m} ;P��,�T (d.39 ct») t2.5A cm}� INI„ET (�t.aD cm) {{�`�t���ftEf4fi �I�t��lay�.�`J���1��,�'1�� �Q[?�E ��:� �wi �2J�`�`� �ii �u �a �n �u � `i'•� .t� �'�i� \ti c�`: ��������* , ��" 1�'f� �`�� �s�� , �.2 , �a=1;� ��f� z2se ASPT29[�74� 1 53'J>�� 16}I's � 11,'�`z � 23''j;r, � 24'.'i �4'J:t 9'.%� 7% �J�l,.If�.6M� ��?jtiF L�d�B dfl2 � GJ"j`,E+ � LV��a J.'Cz�iU ��fl {S� ASRT37C14* 53'/,. 19'!"� 21 � 21'��se 1$�f� �7iiJ:5 1t�`�J:s 6'l� n..ft�!'�iJ41"4# _t���,� '.. AJl@ �� � G�"�I� 10J� AJ�l�_b . Ztl��(:� VfN H�i"����1�4# ��?JzF- � t�l£ft j �L F�..t���ifi 111�,�8 lti�j.:x � �tJ;3/ih I V,"x I ASPT47C}�A� 5�'f.s 23�/�u � 2�'F: 21l 184Js� 22�'/�� I 121s { 6'I's �SPT49D14" 5� 23S/'-s � 2414 26Ya 22'fis 21`/>U � 12�/� � 2�.'f� f^1�f'�V1i✓SY �{J GJsj>� � G°fF:` (4'13 L��'�H 6.1;(1� � S�Sr�8 ��� .... . . . ..., ,. . „ .... <..�.�. ....< <.�. . .. � .... .. . .. .... � � dv��,�v�.g,�c�dr��r�rT�f�.��m SS-�A�F`T . �a����S��c���c���o�s ~ 1 ENS#ONS � T«� ; ; � a�. �___�w � _— �„ � t_�._ __ a,�ur�, � —� , �rri; 73 f �582{irn�) ( T �t'�s 5.5C=c:r�} i � i � (z�l A � � � � �__ \ - is.c�`Ea_31c� . :�l�gRc�rii—y � ''p,.._.....____}{_._.�..,� � "' � � � '14 ,�.50�z>i � . i� � s�Ss ;4 ee�i� -�-°S-- -'it- `�3i?&' .�4.:3 a i} T--._ � " `� .e t3 c r � � } � ��� s"!q"( r.cm)_"•___ t 5 k` __, ��� �''� } .+ < � ,. i . ._.7 3 it{z���7 43 i T,._. j ' «i�. .�'.fi.2?Cm; :z;a'�i.5�i c�,; -,�`.__.._ h y�...�;,�;':1.5a u-,°� i g2�"ti3.�,....,j s ro � ' ..__.�. . i� _.._ , � j �°--'+-e'_' `L,�t�iJa^�c�n� - _ �_ � __ T • i ^ � � � r;c�aitier;v:,aE.oanie��ifl€Z�it ( �a�a°�{.45 cm;� � • s • • •�s• � _'_"'.,'�'1 ; • t t • ( •• • •• • • I (^^�'''ry ( i i • • • � ��1 ( •�!R�! • •# ! !�f• � * •i O i$• 8 ! • � N •i!• ._J t t it+"t6-R3 Cm) i •�s• 3�^5 li.-:��C.m.:� • • � "" � � � r •�tr�• � � ; _5:Z t .�_sJ�ns t � :�s -._ • ; • s�• ` �.� , ! R � � r� •!�i � � • ii• � `+ucTtt'h��t��sc i f ••+ y� - r -w • •e o• � _�....j �T i:Ui�t NF: . 15rt�a 7 n.. . .. _ • s��r3oa�'c�r, ,t. � _ s �n€tc�s�u�c�-�. I � ����e � ._m. �_ � 'e ona�n��c�t��.��Tm���I` � �� � i �_3�a ��?��.-,,—+��----"�t--� ti�R,� �.�3c�:,• a�a• \ i •f��• ,��?t�3 C �t5i3u1:;, 4 \ t �; i � ! f ! f • - t G � �R ! • �t !R!• # � ! � _ - •! 'E�1�t4A;.fl.ffFliC'�t(i?Fi���7E?dill ! ♦ • • • >£E YFR {CA i �. � F"� � u � � � i •• • ��^�i��R 1�:1'A�' ,i` �'� � I i � �� �_ J 2 t 1. � ���f ; .,, h1 a^li!i 1t3:i�i4�1 rlv.. } �{i� �°5�tr.nv cm? `-�§:f�:�:-t'C Mrt)�- . F . .aM:- f�{`�ti {-t.�`G c-, INLE` � �r;tE�� � t�s�.�T atoF vieuti=) (Ft;GNT 4`!(_L5} F�CP[dE(. !$o� ��x �a� �n ��� �er �n �t� F1SPT�1f?14 5$ 23�1:�: 24r�Z 2�a',/� 22"s 21'/Aa 12�%s S 2S?%% _�... . �..�... ...... . ��-G�SF'T �vvwti�,�c�cad n�z�nr��f�.�s��� � ���cT S�c���������s , . At���o� ��1� �� ' _ tl��c��t fi ��E�o sr�er�c�s���s���{ara�v,e) , 1'��' 0 2 Q.Z � 0,3 0.4 Q.5 CD>6 �.7 i t3.� C1,9 ' l.� ; 1 � �4fl � 585 5P0 i S4S 5T0 4�C� 41Q 3�0 28t3 � � 2 � $00 � 765 725 � 700 67Q E,45 59S 565 �90 r�s�T�s�z��.� ; � �3 ��ao ; �o� s�� ��Q ��o ��� ' ��� i �z� � �a� i 4 I 485 ' 95Q 920 � $85 $50 815 � 8Q0 760 725 S 2r�?S 1,44Q l,�C�O 1,3T5 2,335 2,305 1,2�Q 1,24� � 1,1SQ 1 595 59Q 565 53fl Sf�S 455 ��t� 3C35 26C? � ( 2 � 79Q 7?� 745 7C�5 665 625 5f35 515 � 445 � r�5PT29�1�AA � 3 ( 865 � 82Q 79C� 77t� 735 6�5 6�5 5�5 534� ; j 4 � 1,Q15 � ��t1 � 955 92S &£�C� $4Q 795 77Q �20 � 3 5 � 1,SQS � i,�6� �,43C� 1,A1Q 1,3�5 1,35Q 1,315 � 1,285 1,�2f� � S 2,025 �85 ! 945 920 �?S $3Q 7�5 735 69C1 � .:��.: i 2 � 1,150 3 11�5 � 1�065 l,{�25 995 95t� 915 � �'70 � �25 � •�E�e• ASPT378S4AA* ' �e� � �1,240 i 2,2t�0 � 2,16CT j 1.12(3 l,OF�S 1,0�� 2,01� 1 97C} � �25 � �' �' e�; � "�' 3,425 � 2,�dOCI 1,355 � 2,32C! 1,29Q �,250 � 1,215 � 1,180 � 2,145 � •...�• •. • �;�••�+�1,490 � 1,A55 1,415 1,3�(3 1,355 1,32� � 2,285 2,25Q � 1,205 :o a.�w e �•o`j • 9$Q 93S 895 86Q 825 8t?Q ?55 72C1 665 ( • � e i«��i ���a •1,12�a 1,075 � 2,045 �,f�Qfl 965 9�aQ �£�C? 845 � $ZQ j •+a:o* ASPT37C34AR° j 3a`s 2.235 1,19C1 � 1,255 2,220 1,085 2,C}45 2,OC?5 965 j 92C1 � •�1fR ! •• � ♦�!f • q ^� • • • .� f 2,'f85 1,4�1C� 1�425 1,390 7�3�5 �,325 1,G7S 2:23{� 7,29fl t !4!�!• f •• !f ! i + 5 1,565 5,535 1,510 1,48Q 1,24Q 3,390 1,365 1,32Q 2,28� . •:s�s w t • i e ° : 955 �95 i 8S5 8Q0 78Q 735 fi75 6�5 SE�C� ; ...... ' 2 1,100 � 5,050 � 1,OQ5 965 925 87C1 � 81.5 77Q �C15 � :s o••: �aSPT47s 1 oi� � ����i'1r2G5 j 1,16Ci I 2,22(} 2,075 l,Ci�S 99{} 94U 885 ��C} ' • • • � 4 ( �,445 j 2,41Q � 1,365 1,�20 2,275 � 1,235 � 2,�90 1,24Q 1,095 � a .. i 5 1,525 � 2,48Q ' 1,435 l,�C�Q S,36Q � 1>320 1,275 2,23Q 1,180 � � 2 2.3�0 � 1,33Q 1,295 1,255 1,215 2,1�C3 j 2,24Q 1,1Q0 • 1,Q6(� I � � �,��� �,scao �,as� �.�30 ���o� a:��Q � �,��� � z,�oo ? �.zzo �SPTS�CI�AA � 3 ; 1,68Q 2,645 2�615 2,575 S,S�S 2,5I0 � 3,44tJ � 1,33Q ; I,2f�5 � � 2,9C35 1.8�5 1,78Q 1,69Q 2,6(�5 2,515 1,425 � �,330 ' 1,2Q5 � i �.,��f� �„c��� 1,��� �..��.}� �.,�{.�,� �.,��� � 2,�.�Q � �.,��� � �..�Q� 1 ` 7.,055 1,Q15 950 895 83C} 7E�S �30 684 � 62C1 � 2 1,21Q 1>�65 2,154 1,t�70 1,C�15 9�iC? 9C�C3 � £��10 7f35 ( ASPT47D�4AA 3 3 1,335 1,29Q � 2,250 1,2Q5 1,245 1,1QQ 1,Q5C3 �'3Q � 91Q � 4 1,625 j 1,580 ; 1,53Q 1,4�� 2,�55 5,405 1F3St� 1,295 1,23Q � 5 � 1,72Q � 1,57� � 1,625 1,580 1,54t1 2,A90 I,�&35 � 1,39� �,325 ` � 1 1,485 � 2,4�5 ' 1,3ffQ 1,320 �,265 � 2,�C3Cl 1,230 l,t?25 93Q 3 � 2 ( 1,570 � 1,525 1,48Q 3,&3f� 1,37� 1,315 2,235 1,155 � 1,035 � ASPT49Q1�A,4 i 3 � 1,6&0 ` 1,f�t?fl 1,570 i 2,555 1,475 I,�3C� 1,36(� 2,28� ' 1,285 � � 4 1,80� � 2,?65 1,715 1,670 1,625 2,590 2,�20 1,�65 � 1.39f� [ 5 2,215 � 2r16Q 2,22C1 � 2,{�85 2,t}4Ci 2,Qt�0 1,97Q 2.930 1,$65 r 2 1,545 1,495 1,4�C} 1,39Q 1r3�5 1,Z6Q 1,2�t� l,Q8Cl � 2,C?3Q � � 2 � �,745 ; 2�695 � 1,625 1,575 1,525 1,&75 2,�kQQ 1,360 � 1,275 � r�SPT61Qz4RA � 3 ; 1,�05 1,$55 1,825 1,?7G 1,7�'S 2,67Q 1,635 1,575 1,SC}0 { f � 2,1�5 2,1�5 2,09(? 2,045 2,QQQ 3,970 � 1,935 � 1,��0 1,83fl j 5 ' 2,3QCJ 2,320 2,265 2.22�? 2.185 2,1�5 I 2�12Ci 2,080 2,t�30 ; tUcav�s � Yhe ehart is for inforrr�aCian only.Far satisfacLory ap�eatipn,�terr�a!static p=esseare must nat exceed value shawn can rating p(ate. > tJs�the C:F�1 adjustment factc�rs�f.9S far horifior�ta!left�.9S for horizanta(ri�ht�96 6or dawn�low os ientaTtons. e tlssumes dr�coi!u�ith fiEter in place� • AI(rn�dels are shippec�from the factory w+ith the s�,�ed ta�set on T�d. • Assum�s dry cc�il;SC�(1�correctrcan for wet cail=Q°lo � All ASPT n�e�d�Is ar�shipped frori the factory with the spee�!tap set on i�. � ��, �. , . . . _. �i �vww.�«odtn�nr�if�.eix�� SS-GASP7 - ����€���c���c���a��� � ���t K�t ���� � � �,���M�� � �s������ � � ������—�������� ����� �--�--___� __ i �n�� � t� ' j ��r� ���s �c�' �€a� �� � n��P� �s�r2s�2n�� alQ s.���a �51�s � , — r��s�o�xc� ��.si�a.s z�,�`�� 2c��zs � I i � o-��s*{�sxc° ��.�,zc�.o zzts� � ��f�s _ _ _ _ ��s��r�xc* � z�.�;z�.�s j 3�t�:� � �sr`a� , _�� « -- _ � _ MRS'��}gXC* 1 28_8�`33_3 � 42.`4T l 45/50 � __ . _,_ __ I HKS"IOXC� � 3Q.b1�+�.tJ ��/56 3 SC}f6� - - -- ' - A5�'T29�i48tA I C,10 5&15.8 15115 -- __ �_ _ � __ �a�s*��xc* � ��.s/i2,s ��Iz� z�/zs — __ _, _. � NKS*OSXG* � 17.3j20 1 27J3t 3C3135 --- -- -- -- � -- � NKS't�bkC" � 22.7125 � 33/3�7 35/40 ' - -- - - j �. E HKS�04XG' � �R�f33_3 � 4�1=27 I �15JSCl - - - - � - NKS�IOtC" � 34.71`�Cl � �9jS6 1 SOI6C1 _.- --- --- - j -- FiKS`SS°#t" � 34.?i`44 �T9156 � 50j�� 17j�Q 22J25 k5fa5 7wj�32 ! t3,�Q ��g����.$�.L{�� dF Q �3.�.+j�,� �.��x� _w ._' "' " •• i�t f " � � • �• • I •ill�►i• NK�*Q3Xt�' 20.�ij12S � 19J�1 20j25 -- -- -- � • -- - � � •• • •: • • MK5"OSRC* 17.3J2� � �7J32 3C31'35 -.. -- - • • ,- • •�• ♦• t •e •s:�o• NdCs�"C�6YC* 21,7t25 � 33t'37 351�� --- - -- - - s�• s• • • s HKS*t18xC" � 28.9t33.3 I 4?147 � 4�aJ5t� , -- __ •..e e• !! O • 4 ! i HKS"1t�XC` � 34_7IR0 �1915E� � �0(6�t -- - - s • _ •s •r�-- •e s • •��as HKS'*15*�r" i 3�.7J�t7 49156 SQ1�� S7.3jE0 22125 25j�5 7i/E�2 8flf`�� s • �-��-F4�a s �SPi'37�14A�4 Ot'0 5.6/5.� IS1i5 _� !! • • = s • _' � •� • •� • •���s• �fKS"03XC* 1p_8;12.5 1�122 � 2flj2S _.. __ __ •e��++ -. � � _ �• NKS*�SxC� 17.3t2Q 27!33 3C�f35 - - • • - • � e • r •��te• HK>*OEz}iC* 25.7/25 3313? �5,'4C} -- — — - e e •f� �- • ♦ s • : F�KS*ORXf* 2�.�3(33.3 � �21�7 A5f5Q -- - --- • • - - �e e�s• HK5�IUYG" 34.?j40 � 4�r�56 � 5016D � -- -- s• • - �• •��- s � HKS�`15�#* � 34.71"�C1 i 49jSCx � SC�j'6{} j i7.3r��� 22J25 2S�`25 i118Z `� �$t)J�Q HKSC19�`P#* � 3�.7f40 � 49f�b � 5tJf60 34.7,/�a 43{5p 45f5t� 92f1C�6 100/2S0 HKSC�ISXF* OjQ S_6/5.6 � �1�1�5 3t?t'3M1.E �231`4.3 A�'J75 � -- -- ASf*T47C1QR� 01� � 5 br`5.� 1SJi5 � �. � �us�c��xc* � 1c.aj2z.� � z�a/az i ac!zs � �_ , � �xs��sxc* I ��.�f<o � z�la� 1 sat�s � _ — — � — , ; ; � NKS�t}6XC� j 22,7j�5 � 33f37 351�Q --- -- ,__ __ __ HKS*O�XC" i 2�_9J33_3 j �2,��J �5(5Q -- -._ _� _, 1 __ r��s*1n�e* � ��.r/�Q �( a�is� � sol�o -- -- -- � ' EtKS�25°t#* � 3�(.7I40 I �9,�5� SOifO 2'X.�J24 22125 �5(?S � 721�1 t30/�� r��sc�sc��r� ��.a��o � a�ts� s�tlsa �a.r?�� �s1so �s�so � �z/�oc ���;�ze ��csc�xs�F� ot� s,61s.e as��s ��f=��.s ��/�� aot4s -- — n,. . �. . . .�t. ... � .. . . ., . ,., . .. �. . . ... _ .. .. _ ,. .,...,. . . �.,,...,. w. ...., .. . . �. . . � 55-GA�PI� � � w�sv.��ac�r��aE�r�f�;.c�r� � 7 �o����S�€c���������� � . EAI �T �T� �C�NT�� ° _ n�cso�� A ct�tcurx i C�sacurr 2 Stn��a�-Psa�ra��r� T ��mPq��� lxlb�i4 �01i.+Y +V��� IY14£14 1Y�4f1"� itl! i tVl6fP �s��s�esara�a j a,��,c�.o �.�,��.� asfas -- — � ��s^o�xc� � �o.sf`�z.s � ��,'z� 1 as�`zs � -- -- ! - -- ; ��s�a�xe� �;�.�1zo ����� i �ar=�s - � - I __ HK5��&X"` �1.3I25 35139 j 35j�7Q --- � -_e � __ _ � _ hdKS"QFsAf� ?8.9t33.3 ? ��kJ50 � iS(SC} j - � - ' _ __ __ � tiKS*�pXC* � 3�E.?f4p 1 51r'S'� 6C�16{} - -- - -- NKS*1S"�� � 34.7f�#0 i 51f5$ �Cl?60 17.3,��2Q 22r`25 25/2S �73I$3 £iC�f`30 i ��e��c��� � ��.�f�c � 3�/s� � �o/�� � ��.?i�o ��l�a 4s/so Eas/��a ���1��� NKSC'25kF* � J.OFC�_�J r.9JT.`? 251�35 3Q1�4.6 3$iQ� �C}t`��+ - — � taSPi'4?k�1��A � t�I� � 5.6(5.� � 15,�15 �_ _. -- 1 -- f HKS'O�XC� 1 1Qz�J2<.5 ( 1�(`2s 1 '-�1�5 -- � � -� � -- 3 HKS�'�S�C� � 17.�,i20 E 27J`32 � 3Q135 -- __ _- - -_ ra�s�o�xr�� �, .�.7��zs � �s1s� : ��/�o -_ � __ - - I -- �t s s s�NKS�'O��c�"���� � 2H.�j�33.3 � R21Q7 � 45JSQ � - � - - - '�� 9tK5'1t?XCi •r � �w'"�.1/'4(l � �1S1'56 � St�r'o� a � "_ '' '." _' i "' 1 •o��s�FiKS�25�t�r�� e �����`�..��'�t� � 49r`5ri 5�/6t3 � �7.�Ja't� 22I�� �[�t�25 7'lt`8? � �C519Q NK$C2{)D#tC� • ',q. 7`40 � A9j5a 50/60 � 3�.7140 AsJ50 4Sj5Q 92(SC�fi 1001i2t� • a� t ����a'!'«� i . ��s t e�kEKSG*?.��F� • � s e�i l0 � 5.6��S.�i � l5/1S � aQJ3�i.6 a&1�3 �il,t�� __� __ a�s• wrs�2o��•••• �• o}� � S.�Is_€� � 2st>5 3�.s>�3.3 a��5a sur�o -- • • ASFT49DS4AA � Oe'C) R.�J8.6 25/25 ___ ___ ,._ __ __ s�ss• . •a ?s����� � HKS"C13�KC� • I• l�},8,�22,5 2z�'Z� �SJ2S --_ ..� ___ __ _ •u��s• • •. •• ss � HIiS*C}SMC" 27.3J20 E 30.3/3� ; �Sr35 -__ __ _-- , - -- e s �s����• . ��s�o�xc� . .��.�/zs ��t�a � �a;��� ___ ___ ___ 1 -- __ s�*a�• • • e � I-IKS*��if�'�e•4 2f3.9�33.3 � 45j�t�.3 j 4Sj6J --- � ___ �__ � -_ - P s s�s s NKS�S{�kC" � •�f 34.�I�Q I 52J5� j 6�16f� � -_ � _._ ___ � �_ � __ ° •�Kscz����". ' ��'.�1�+� � s21s� � �o�s� �7��12�.� zzl�s zsl�s I ��1�� E ��l�c� r��scz����•• ��.�,�o ; sz/s� ; �01�0 �a.�l�o.a a��so 4�;so �s1�og j zoo,r��o ��s���x�* � Q1� � s.��`�.s j �s/�� ; 3oi��.� �ai�� ����s _-_ � --- �a�s�z�x�� � oto ; �.�/s.c � zs/�s j ��,sf�3.� ��r's� so(�o n__ ! ___ HKSC25DC" ��52,6C1 ? fi�,fR4 &4{4f� I 3S/�0 43t�SCJ RSISQ �117J13� � 125j250 a,sR�sxa�a�aaa � o,�C� �,�1�.����fas � ___ � __. __ � �_ � __ hiK5�03XC* � �0.8r�2.5 22f2�d �5f25 � -- - M�es°osxc° ; ��.�lao �o.��a� �sr�s ___ __ , -- - __ ���s�c��xe• i z1.�12s 3�1�� � ��la� - � � - � - NKs��(�3xe' � 2�3.�f33.3 � �Si5U.3 � 45f60 � i _� i -- - - ; � i r+�s•��xc� ��,�l�u � s��s� � ��/�t� - - - s�Ksczs�,�= ��,71�to � sz�s� j ��f�a ��?.�tza.o j �atzs z�F'zs �aEsa �or'�€� kiK5C20C}#?* 3�.7J�Q 52f5� ! �i0/6L� 3�.7;'`�1J.c� �#aJ50 �51`�Q 9�1i`J9 IOti/IIE� �t�s�asx�� oto � �.s1�.5 � zst2� ��a,�`�c.� �sf�� �ol�'fs -- -- r�rs~z�x�� � o/o � s,sl$.� 2s;2� � ��,s�n3.� ��ts� I sor�sa ___ � -- NKsczsDc� �a��C3 ��/s4 R�f�� i 3srao �3��so �a1s� .,_�ti3a 2zst�sG �'viinii����35{frcuit r1�a�}�<if�(t�(tir�ate€,xi��7�n � ��a�t7;.1�1�ps;k�I.?_� , �Zt�vESi��n iev�ti th�t in�y or��nav��c�f,�e:de��s�n��fet� �1�xir,�ut��tkter�jarEt�nt f'rc�tr<ii€>r� ���?_>S t"via.�€:1F�?�tti�l�f��tet,im��4 4 (irCk�ii Ea:tai�er t�piion ^Circuit 1 4in�Ie-{�h��s�iarrlir li�n�3i�rs intiic<�feti Nni Req,�irecl C{rct}ii? TE�rc�t f>!7�sc.t`��;Hk�3'rie<aC�.� Kits ,, , _ _. . . .. :„ . .. ........ .. . .... .. . �. 8 �vw�v.�c��d rt��n n�f�.cc�n� SS-GASPT - + ����c�S��c���c�t�o�s ' * �RI�G �A6R� � �R �N tER � (1J Q "P*1. � , ,.. CU^ RC_�£7 � �"" � `�G �� t."�' t"��.. F E ti cs � 'z� _� p Q �t �� � ! � �E`ix� � 5 A �, G? �,�,„-t � ���{ i i°a`� ? z � � �� ' . C .�. �' ; ^�� ...y K,_ � `�� � � rl tr z1 � ��1� I I ( t I (�1 ! E l s ' yt �(J3 w �j�t� , �c: 4 E.7 a�i � a,a,..u, .x i_� �„^"".*. � � �, 1 a h- � �z[�hl 1� i � T-� '� � � C�� ��� C�F- �� � • • �C7 � u #���ai � ; • • • ••se8t -� � �� � nn • t • • a• i �m • ae `"' �;� � • • • f �; p� � .` � •sfe�s • a+ ♦s�a�• .m t� R <^ Q� - i!(Ui1st • • • ' sseas• �` u-� z ��� ��� eaaa s o s • U� ,� • x •feae�€ '�re f' � ♦a�r• e swase f mc� u : '� r s ,i � � p� _ � •��o�s !• • •es�• � � $ �'� !4� {) n ',.' .� � � � t � :. - .w',� gY y ��i� is R! s• ♦ re�t�t�lt R� q e _ �`'� e�~ Lz�.. iFtf�! R ! .. �� _ '� • Sr R � �gl �� k � t f • • ! Erl�R� �� . ;� .� fl�f if ! f • • �F . �,,.� t � t �.s> ���} ! i • !1t!!! f! • p! ! * ♦ �� � � y:� � '�i? • • R �� � �y ' . . ,_a-�,,, ♦• • �� .a �K ���t �; �� ��� >t� w— 4e �s � � �' _ t�:�, �,.�.„ s �a C� C� ' �a.� Q C� �r � (� r- o� � � z; � r �,p ti �, �� �;'? t? �: ��? �,>h � w�3 , ,: x, ��� � '�� m : * � � { � � > � ��, �.�,� a � ,� �� �' � �-r`�--�-F :�3" '�i`i� Qt11r"�- xa.� �� � �''Go "��t Me ?s: C.7�? `" ��"; ��t_ �� ��F:. �� =i i�.� � :`{ � �� ue d`�F : a. �'i ry �F-� J � ��� 2 .,"-*„Q'� C�C.� _ �c� I' ' � c. ��' � `s��? u� ��� ��� � ��c� w�s�; � k4v;a� ��� _. ,�,i w �I�°�E;The five elernent.25 kW toeat�r kit is r�ot shouu�t rtBCavE. i4 Gns �ti���t te';r�?U��n iiw�a�-� � � €ltghYoli�$c: '>�����n�7ect a! F�ze�er Mx{�ke se,���eina ,�€ �r���i'f�,;, I6n Ez€�it �� i,3I�� E��u�er tf�o-°���hc �rkt E��c�s,¢�.x�on fhe � ��RNING st�urt.���€n,s4'`>� ���cyt�n?.k E,+{t,c tr�.t�,s����r�r c��u e E,ttrpt��t��la�n.e42c.,txrsi€;ai i,�izrti �7r�#e�z'f�. ��n�€ttar th� rn4at{u��-to-fi<ji{.aiir<«s;_ � . ... . ,„ . .. ... ......... .... ... ...... . . .... . . . . _. . .,... ,. . ....>,.. . ,-,..., .. . . . ... .. ..... . . .... . , . . ., r . . �.. A. ..,. , ,.... ,. .,, SS-�AS PT wwtis,�;c��d rtt��i rt�f�.et�r�� � �a��c�S��c���c������ ' _ I�ING � �A� � �lE�� T EAiER �T � ` _ _���� _� � ,��.�. �,� . r-�, ���� F; � cQr��Po��ra-e co�� cc�cc��co�� �d �, � .��17v �` m� PC ��'li�!t.`JtdPEF�'s�L;1R $K={3'�.ttuh` � NTh H�RTEf3 EuERfi��tT E3�_@�U� { �? i e HERtv��LR1T �R=�R�'J�!`N 1 RS RE€.�YtSEC�UENG�R GR=GREEt� 'e��� F Y` �� T2=TERIvtINAkF.iL''J�,K 4R={�RRNGE C8=CIRCtAT BREAhER PtC�PfNK ! CG=CONY,ACTQR � t�n Tr�a '� >� �r �i=FUSE UENK R�=RE�F�E I Eki=�V�1Pc"h�2ATOi?�tQ';OR YYN=11Fi�TE _ � �F3TDR=EiEC.�tQWER;"I�aREDECA!` 1`L=YELE4VV � � >, �K�� R�=�UN CAPdGi�t�R I �, 'C�,-�=TF�,ANSFQR�1�� ( �t �R=ST`2A€N RELIEF PU 1hPRiNG Cv`��7E: �n Rt� i^dri � 6. � � F?liaFs L+C?LTt\CaE � RL l�.}t'�' �.a "� " � � et.� l%O�TAGE • • -� � a sa<t..., � t v •s�•+• �� e�:s• a sh � P10TE�b1H�N I45TRL�.iRG FiEATER KtT,ENSt;RE SFcEC TAF 4•hUST E�CE�C��R s � � .---.t��ri . �t]UAk.THE �tiNiAhU[v�S�.Oitv`ER SP�EQ{Rh6S} SBECI�f�D FQft TNE AI�NAND�.�R i � � •� s �♦ HEATEft KIT CQf�9BiNrlTrQt�(?N THtS U�=T'S 5�,�'clFi�.PI.A�'E.A�'I�R lNSTALk�lNG • t • • �s a�s� e• t e ♦�s �� C�PTiON.+��.H�A'E o-�lT,fv;A.Ri<,4N"X aR3 TN�C� ?i@�."�,Vt�J�D 8Ei''J1hL � �`� � � N�fl�riR}�kNrJrCA?�S?�3t�HE�T K?T NSTALL�C?_ � • • s '. RlewQ• �',K I�{� ; s • • � �c� C� �nr�;���t�n���r tao��vS '� 1 :•. •w.� � • a Mv re:- � •:�s �� . c,�� '�= •� rM�s�aa��n=�us;s�aiTacnEc�c�r�;rt� � « a3�€���t���R i�a�Ro���ra�r�r�oc���c�€� •s:�♦ s� a ¢, ' s -�.- i • LF .. N � • tp t• "�..rt � ! ti:i s�i�s s • � •�s�ss k • � • • ����'��� •s��• �.� e • � s f e •e � •• � � w • • • `—�'-- . ! •• � � `" �I �i _�. ., ...�. . . . . . .�...,_..�___. �.�_. _...._ ���......i �1i�i��i,.t�k��t(t��cfl.itt� ltitiayi . . �y� Ni;h Yolt�ge: [tz�itirix<, a!( �ta���r Txa rc wcr�;� 3s �,r s;s �Elki tE,is tt ;�t}l k�ie pas4er Kt{ if�111t' 4 f,f�I<? } t I ��1(' �y y�[' � � � t.ti t ICSI'Et,'t,l{.y�fiK�lt'-E(II 'a`rl[lti- k. . fY����fiU �{3UFtt'4 ttlily 1�i'E,t 4CEli E'11�t.�C �Cb UO SU t,ldl C<.!}l, (ett'�kz`i(1' �.3I1}_l�ti,('(K�n�i�,.§t It1fEtF1+SJ;t�£'i3`tfl. ....,, ...- . ...... ... ... ,..., . .. ,., .. .. ,.......�....,. . ,.. , ,....... .. . . . ._ . 1() wkv���.�a�c�d r���n mf�;,cc>rr� SS-C�t1SF°T . ` ��u�c�S�fc�������c��s " IRING I�bR� � N��� E�iER I1 � ��NOTF::bVNEN l3dSiAI�LtF4t;H�ATE�i K(T,�.I��UR�S�'�E�TAP ft�EJST E?CC�El�G��EQL�AL TFtE F4th}itttU+�f BLQW E?� ("""'� �� �S}'��D{MS3S1 SFECI�IEEJ FGr�7HE AIRF#ANPLER'HE.�TE€�KIT GOR��tENATICkN C}N THiS UNf't'S SERtflf.PLATF. I � ��CU�;"* � �*+�?�acv �tAFTER I�#STAL�tt�G iJPT€CT€dtkE f�#EAT KIT,�AA�iK AN'�X"fEti THE C3 �'FtQVIDED E�ELt�LN, PdC7 fv#AF�K IN�3(GATES NC�HE�T KI1'4€��TAL��C�. �� ,� 1 � 4s� r�m`�YY scc�,�,v »� I��` �� , � ,,,, , � � �� r� ,. , „ � �� +� `�..:� � ,��_ �, � � _ ,� �, �,� �` � . Rt� � a� a �'S i ��6 ,.x,�„ n � � �t {�.F .... ;iK � . � � M t� i:t 1# :iti >tk F+±� Eii �` ��,.!'" UC: ^^p T�. i � '"i F.'6v`t' S^t I j(( „zk iHt ' (`/�({ C;f. � �'{ 7 ! .� �_ Y-1 i�' 4�+ •K t{i? � M ���j�� r, 4�. tK � � } � p- • • i � Fts . l.�.vy.,J a..t�_....E � M .6t-r3t: ::�• •i M •!s!8 i +. .�,..rrtt»�-'-- .�.. � �i �,. . . ..___,___ '�"'�, • 4 �y� �- f t u�:urr „� � •• • s♦ � - � �'�PH.2i.h�+:A�V` �i • � . _ . _ ---...-..-�--�i- . •!R• AR FC?WER SC7PPLF WSCft�QbS'E€d SUd'�'LY � R�irf! • • • ... � �� � • •!4• . �.,�..i,. . y�§t 0 •M!i"� R �.5: • • a..— ...,_. _ ���� /k ,,. .,. • •i• , � > ,-n _. . ,:�, • s ♦sa�aae�� > �� `4 ,� e •e• �a:�",�, � �s s � s vn P:C?�E.- ��, � �� •• `� �' s s�r�s na����.€��t �usr�� — � � k��t+�a►`�. s��� ' �► ,ss+► � AT'�A�r+E�J E?Pi iN� !� :,�_ ♦ • "il „` s •w i• �11RHt1Nk�E.��i!N h PROhfifN�NF •���i♦ ,ti� t_C}CAT t�N ^^q^ � � ._�Q�A�_. I i ,t:.E,� • � ���e •s�� ' -.._i ��xr 1� __•��� .`�t..yS,c_t#?il�. • •• ! • � � � ��� ,... • + .,e a� H�AT�R GONTRQt� •• � .� , 14 r ;is��I�,eti=,�.�tl�����,+ t�ava�� , � � Iii�Yoltagr: R���un�et �ti ��ne.�n c�tc�re �.��e.i��s; a �c�st�ll�r b t�� Erir�E_ RA�dhptc P��a•�� ,�% cicr tn zhr�����n�d��s�rd���rs�� t � ��RNIR�G �'"` �, �kr,r thi rrri�4t irt5-to cla?e tt�iri��;t� sc,E,<.�n ap�e �>e���etaf.t<i_lu:[z�dt 4t��n t ca,�u kacc�per,�rf��,�«�s�c ��e�ru�F�al rr.<<.,� a�.fe:�th. , ... ... .�.......,..... ....... _ ... „ u �S-Gr`1�F�T W W\N�ClC}fI t�lci t)€"Y1���CC!t Tl 1� ���c�S��c���c�����s ' , Acc�s���i�s ` � ` ���������������� « ' ����� ___�����-c ���-�. �as�tz�a��a�� �s��r��c��*� �s�ra���a�� ; �s�i��c�a�* �s�r���3��� ? �s�r�ac���� �s��soo���� ��.� � �_ �.�� �__ As€�r��c��*� �sP-esz��a�� �iCifRS _�_. _�-_____. C4tF�s�t�• i P���# I �t�E ••«r� • � 's 8 * +{70.�.FH16'�t31�* � 16.0"x 2Q.Q" • r • s •�f�!• •• E� '{'}} • • e � 3 ��.��"��.�WtM �.�.� X�{�.�.ne P�!�A• { �—_��., .... . . . • • 'iY0• A�FN2t}�3J.E°'• �23,Q"r.2�.Qn, .•••r--�--m-_ • • •�e�• • •• •s���• a • • ♦ s s'•a,e • •e �� s. • � • sase�• � s + • oesQse • • • e •o•ee• • s • s + •w•+ws • • e • � ♦ •a • �s • • • • e• �t..�. ,.t�� �... .�.,. b,.... << .,.,�... �_.,_ �..< « � ��.�.. .,.. a.. ...� .. ,�. « � . t ur,ti r�,�r7�,.,n��.,r�.ta� �i,(��s��p��n}.� ! .it��c v��2h�°,,.i�l c uinu�,tt�,a°,ar c}.,�t,s;c E.!��i�.ii-;u_5}a�t�Iita;s5���or itc�bt+>>v4k!,o�i ,:��,��.t rat rv#t,���tx i<sa1.�.��;�N�li,.�,:i+st,i t' ?{)1a C,o+at{;�a;t��5 EJ,.tc�_,+�•�„C��r�ya,,,v L€'. �?ca��.t?��.iez�s ^ E'i}.�!ctf���t}2c°tf>�1. . .., ..... ....., ., ... .. .. .......>.............. . . ..,...:.�.. ....,..... ..... .. .... .. ... . . .. .,: .. ... �� .... .. .� . ...,,. .... ....., .. ...,. .,. . ,. ..,.. ..., ., . ..,. 1? � � w�v��.�Qo�#n��r�mfg.cc�r�� SS-�AS(�fi $ r �.�. � � � � � � l� t�� �IGT`C?F�I�11I�.�.�C��� F'rcaj�ct�`itle: 1�7C1 �� 97 �� �I��"Q�I.�t/ILL�C�A�#���1C3��E�� ���fl�@�P�t����, FL 3331� 0�/1�1`�� I�ea���i�sr��e�r��eath�r d�ta: �i�rr�i, FL - C��f�ul��: ��tit�d�(2�.��} �Itif�ad�(7 f�.} `C`�rr�p ��r�g�{�.} � l��e�id6� d�t�: En��ric�r F�#� 5Q°fa �ufid�acsr��t b�alb 77F F�ur�nidit di�f�r�:n��: 5T r, VVir�t�r d���c�r� t�r�p�r�t�r�{�J�99°�'0) 52 F �c�rnr��r d�:�ign ter�np�ratz�r�(�J�99°fo} 91 F V�lint�r ���pcsint 70 F �urr�r��r s��pcair�t 75 � �Virs��r�t�r� �r�t��r� dE�€�r�nce 1� F �urr�r��r t�r�i �r�tur�c9if��r�r�c� 1�i F' . 7"�t�l h���ir� I��d ����s�l�ti�ae� 276�� ���h "T���1 ����ir� ���� ��l�eal����r� • 66�79 c� �..... �ubrr�i��c� h��tinc� ��p�city �'lo of��I� �t�h �cabrr�it��d cs�c�€ing p�ci�� ..�`.c� I� ��uh. ,• `T�t�! (�l���ric F���t �urrtp� 115.9 3�1t�(� ��r��ibl� ��F�€�=Q.7a) � 'F�4�,2 �����}" ....:. ���t ��,�� -� ����:��ry{�.o��} ���.� �2°���a �����,� .....��s.� ���o . . '�"' [ p� ( }y ...... €l„`Rt's� i'i,,.IC�'1.4k 2�..;� z`�`k;'e.at E��`��.{y�?"��.�} •i�i� i 7 r 1� . ,R,� • 4 . . . . •e�R• ••Y• •!•Y• � � • • •eesa• • •P• •awee • e • �tf1�@Y�Gr'��l(1 9.Ct�C� �flF'��?��S � s• s e� w e • s•••s• �tJc�C� GC?iYt (71��'�t� �..Qc�t� s f s s�s • YY���£}� t.�6�� �iG: .3�it iJL�� (3i�Ei S'ii�9Ry°[9t"s�ey27 • • � ..,<. f •� S'� .�t5b4`��.��,,...�• •!m i i• �`clE��CF'��� ���� �Q� �#�J.�� ��E.1�1 ;m ..:. • .. • • •ssee• C)C�oe tCa2�l �7 �qfk 371 �tt1h ` ��j�t���)� •• • e • Ceilirtg tcat�E 2695 >qf[ 1�4� �tuh ` �� :� s,•'•' FI r tot�! a��d�:tail r�part T�58 �tuh In�1tr��ian �5 cfrt� 168� ��uh �uct lass 4£��36 �tuh r ��a����l 2T696 �tta� �� � �� � ��_ ��c��3���� Vent"s(�tic�n C? cfm Q �tuh �� �� �"" `T��'�L,Fi�°T E��� 27696 �tt�h �� ��c�si2a'�j '�� " � ��.���.�,�.,�. � � � a G�aar�13`�I� �,� n.:� �ummer�c�lin [�o�d �ar 2695 s ft Lca�d ec�€ra ra�nt l.ca�d l�ir�dca�r total 412 sqfk 25346 E34uh VV�11 �a��l 2Q27 �qf� 4C��5 �tcsh C?c�or tcaT�19 57 sqfit 51Q �tuh � �"v°tn�9�x�s����� ��ilir�g t�at�! 2695 sqff 4721 �tuh �la�ae�eaf�€ t� �Fuh �C�,I;�gs{�t��� �CEfiEtP�tlQt1 Ci�£ G�CfI 192Z �ttlP� "" ��t�rn�l g�in 92 a� �4uh ,..�,���w,.��,,... � ���Csf�.���� �uc4 g�in �0�� �fuk� �,� �„�,, �„„� aen�. V�€�tilation 0 cfrr� 0 �t�ah �It3�t�rLt��d � $iuh `����;ca��°�t� �� T'�t�B��t��i�l�g�i� 5306� ���t�e �E��iE t�.�°.��� ,� ��� w�,�,r.n� L�t�r�t g�in(duc��} 2Q�� €3�uh ���„�.� � �� � ,.���r�tre�t�t�_�'�;; ��„�,,.�.,��..� l.�t�r�Y g�in(ir�filtr�fiicar�} 247Q �tuh '° L��nt g�in(�r�rs�i#�Y��st) E3 �t�a� �`�` "q"`""�"�' � j���j����k.��f� �a��r�t g�ir�(int����l/occup�r�ts/ca�hee} B�flC7 ��uh ��int��i�q��9��`� '�c�fi��I�t��t g��n 1�3�� �8aah ������a��� 1"�°T�t�F� °T��1� �6379 ��s�� „��, �F0��� '„ �n�r�y�a�� Sys� �izi �: � ��5��v E Gq��'�i W ����,a��€a��:�___ ��--R �---�. ���`�;___ ,���r_ `�,-°� , .._.� _ , Q � r. � � , � � � . � .�,�r������ t us�cz��s.� � � . 4 � 1 � �i��t� '� �' ��� 'r�.���,\ � .� � . � � � � � � � id �r�r��r ltlC�l"C`}�1�VIL���A�� F�rcaj��t�"�tl�: 127a f�� �7 ��' �F�G�"C}�E��tll.L�C��4����I��h��� _t�l��E�Flt����, FL �33�� �}9I12/1� '� `������r: ��e�i �����t���'; �u�r�s�r��:�igr�t�o�p�r�fi�r� 31 F ���r����rir�dc��r Ic��d fc�r Ja�� e �2'���t� ...... �cac�lir�g ��tp�air�� 75 F P��k�indca�Bc��c!fc�s Jc�ly !••` : `'���1 ��€ �• �urrtrn����r�p�r�tur�diff�r�nc� 16 F ���u�icn Eir�ifi(13{}°ta eaf�v�'�';•• 2��2��#�s �•••:• L��i4�ad� �5,�2 P�c�r�h �ir�doe+� ���ur�iac� Ju� •••••• 57 �$�h ;....; s , . . . . .... .... ..... 1 � r rt . . ...... . ... ..... � •• •• •s •��s�• •f���• * �� ������ ! • • � ! • • i��:'.: f Y O d!• aa .. . . . . . . . . . �... . . ... . .�.s .'. + . �. � � • e ��,� , •• t y�� • :•s••* • •��• ����� : � �� :� ,�y�s:cy'�,��a�x .�t�ss .��'.���� . �fr u�a�s��`���.. .. ,.�o�`�,xi � t�� ,�`.�rye.������, 9,;.\itYS:J�\1�5;(SL.ti:\\lC?'Y.�Y*�t�"f4Wll�*;A\�`�.l\ql,l`�E�;i,�i�„,�,Yt;;`^,:',?lt�i�'.?\*.SilO\Xi�vtlS?ti\ti`.`.:>iSF':+h..z£;tf4'.i:.tvbl\�};12A\lk:,\U'.1�.\�?ini\��;rit3'ti'+.t,:.�Ea�tY@tv�iSYZf�41.�Ji.ftn\tti.i(UC.\lY2it,.Sl\«ia'i:it?:Nio-.� k � y� bna � �� � � �'�� ���¢ ��; ,� �.� ���g��a�� �. �� �� . �� ! � ������ : ��� � � ��rt� � ��: , �� � "�� '�,� `�.� `�� `�� ��� � ,,�����,��� �,� t� �,����� . . .���,� � �������°�,������ �� ��,� �. ��������r�������� �.,�., �� ���r Y�������� � ��� �� �'c���l ,�uly �ie�d�� �o�d���di��ic�r� �r�d �cat�du�tic�r�) ���� ������ , ,�C) �1�, .'� � � .�� ,�' t � ,�~-- Es�erg}rC��ta ays4es�Sizit� �re e� ��4y ,' ,r�. ,�fg .F• Fak��P�R�C?�3`f:_.. � � ��. . [�AT�: a� � ��C` ' - - " � g�� �Ee�ergy�au� _ tU5�2CZE3 1 ���GH� � i � � �t z����4������ ����������� ������,�������������� �� ���n������������ "����.� �t� ':�'�z� �� � rti �e'� 4��e'� '<:'e"� �� � �6TM� � �@ � �` � . �, m, '¢' . � t..�,,.`:�a...�..�� a.:�,.,a ',rc-�.,.,am.a 2,..� .., � Y�..�r�.,m`3 � \.���` ��G.,,F�.,..��s. t 4,..,..���1�,�.x�,.�t��,���� �.���z �#��:., as..,�. �n.�� ����E�����1�����t� t^* �°C'f3�����t�*�E;: ���� �� �� w?� ��5.+��}��}�e���..�.,���iaJ������.�40� ,�����������> �� ����� t Q����d�� ����r���� �i4y: �i�mi, FL T'�rr�p�r��ur� C3i��r����: 16.C�F��1J€3 99°l�} k��r�idi�g� di#�er�rs��: 57gr. C' ���T ��#��� ����# __ �3��� ��� T - - _ __._i -- , �'YP�� � C�u�rh�r�g �€nda��er��(�q�€} ' F�'�� w T i ���dl..:. ; �tYC��� �ar�es SFitaC U In�h I� f�rnt L�€� _ t�c�t Cxross Shac�ed Urtsh�dec$ shaded Unshacl�i ' • ••••:• _.. _... , .._ - _ --.- --..- - -_ -- - -_ a + - 1 1 GE��r E1.74,1.13 P�o P!o �j C7.O�t �}.C3ft. i F5.3 CI.CI �5.3 �4 9(� ;��9�.i�Bt�. • •�«se• ° 2 1 �Eear f1,74�1.13 No Nt� hI : O.Qft, €�.Qft. 59.5 t}.0 59.5 34 34 I• 2(?3C� �Y�h •�s�s• i 3 1 Clear C�.74,1.13 t�o hlCs E f�.dft. O.Oft, 6.C? Q.0 6.Q � 34 90.s w.e• �41 �itah • • ! 4 � 1 Cls�r C1.74,1,13 tilct �lCt E >:t7.0ft. C3.Oft. 24.T (}.Q 24.7 34 9Q •s'•• 2226• •a...s • . 5 1 Ci��t' 0.74,1.13 No f�o F_i O.QfE. Q.Oft, i 38,t} £?.Q 3�.Q 34 9Q�a s;s o' 342'�s��t�t° e•a�• 6 1 Ct�ar C1.74,1.13 RU� I�lo S U.C}ft. O,Oft i 48.0 Q.Q �$.C} 34 36s.•'a s e 1748� F3tuh• ; s • 7 1 CEear C3.74,1.13 Nta �Eta U�1 f�.#�ft. fl.Q�t ; 24.7 Q.0 24.7 34 9t� •i • 22�3fi �u�r. ; ••••• 8 9 Gle�t 0.?4,1.�3 i�Pc� �a t�#: a.Clft. {�.�Sft. i 3$.t} t?.t� 3�.Q 34 9C)•• �$ 342�"t�[tJh` ; •a o e:• ; �1r�dc2b� T'c�t�€ 3Q4 {sqft}- :'•�`: 21525 ��LlE� G •• -- --- _- __ _- '-- -_--- _ __ -- _ _ - i ��1�� ;�-y��- - �t-���u� �-V�lu� �re�(�q�t} F�Tt� ` �ca�...:. ; ...... ' G�vISh���h • �.�. � ' • •�1FPi• "� i{'eQY1f.YTa�f@��{C,�Iffk.'(,�'�.Xf {�.�� 4,���.�f '��`�.8 d�{} !«'; • �����Q,�� ; � • 2 iCc�ncret��ldt,�iEl�d-��t 0.�3 4.�1Q.0 1�.4 2.0 i 3£l•�t�h ', 3 ;Cc��scr€�4��Ik,Fill�d-�xt t�.13 4.QtC�.fl 47.9 �.C� � 97 Bttah . 4 ( Gc�nereteE3lk,Fi6E�;d-E�4 0.13 4.E}1Q.0 118.5 2.Q 239 �fuh '; 5 `Cc�nc��4e�1#,FiEled-F� C1.13 4.t�I�.O �61.8 2.0 527 E3fuh ' 6 �Gance�te�Ik,�iEl�,d a��t 0.13 4.O1€�.(l 262�8 2.Q 53(} Bfuh ; 7 ;Gor�cret��Sk,Fi4ted-�� t}.13 �4.t�/�.4 11T.0 2.0 236 Sfuf� '; 8 Cc�ncreP��Ik,Fiil�d-E�t Q.13 #.Q!(l.(� 6f7.8 2.0 122 �3Yuh ' • 9 �Concr�te:�Ik,Fili�d-Ext C?.13 4.QlG,4 26£i.6 2.E} 5Q9 E3tuh ' '�(l �C cre���tk,Fe44�:d-��� Q.13 4.C}lE3.Q fi56.C1 �.tT 31� ��haEt ; 11 �Cone.reEe�lk�,Fi1I�.d-Ext 0.�3 4.QlC}�Q �4.C� 2.Q 169 €�ta�h � 12 �ancrete�Ik,Flfl�d-�xt 0.13 4.C3tt�.Q 250.T 2.0 5C�5 ��uh ; i ��II T'��f 17$9��qf�� i 36�5 �$c�h i - �-- ��-- _ _._... _. � -- - ��-�� --- �. ���r� i T"yp� _ _ r�r�� ��qffi) F�1"fvt ; k�ca�d 1 Insul�t�d-��erior 25.3 �4,3 i 361 �4e�h ' �e�€7C 1mf7f�l 25��qf�� _ ' 361 �tL4� ; � __._ . - -� --- �--- - - - - - � -_.. ___ ���Eir�g� 7Yp�l�c�lc�r/�urf�c� Cl-��lu� _ �-��E�se �r��{�qf�) !��"� ; L�a�d 1 V�r�ted�tticJC3�aek�hir��3e €7.E�32 3Q.Ql0.Q 222Q.C1 1.7� 358:� �Euh ���ilitl� 7'E���� 22��{�qf�) -_- } 3$$� �tL#h ; _ _ -- -__ _ _- - - __ - � --_ � FI�� �'�p� �-if�l�� �6�e �4�� �er�d 1 SI�b C3r�Grade Q.C� 2220(ft-p�:rirv�eter) C�.t� C1 �tuh : 'FI�ctP 1"c�E�[ �22Q.t�(�qf�} tJ �fit�h i �s��� �rr���rzp� ��btc�t�l: 293�{� �t�h ; . ____ . ; j�r��ltr�ti�rs�T'yp� �hc�l�hca�����F4 �c�l�r�r�(c:�ft} t!V�!! F2�ti�a �F� ' La�d ; j ; i��tt�r�E Q.1� ���T� 0.�£� 56.3 99Q �tt�h ; � �_ ----- _ __ _ -- - - --. _ _----- -- -- _-s . . ; lr�t�rr��� i ���c�p�o�t� �fi�hlc�c�t�p�r�t �ppl��r���; �.c��d ' __���� +_ _ 12 � 23� + 3�QQ 6�6Q �tuh : __ - ---- _ _ _ --- - __ . _. . _. i � ; �er��ibl� �r���lcape �ca�d. � 36�3� ��u� _��� � __ _ , __ -- P,� - _ __ __ ___ -- . , � , � c���� VE�,�s , '°U .t P p�'\� 6 • ! W •Lq" ' ; 1 B e 6 �� g�7 j f) �,'�s E7t€�Fgy'�'c`�Ug J U.�i�'{C:Z�V6.1 Pat,�L'1 ��� �° Q °,�. :b``�,�'� ��G�l` + �� � ��id�r�ti � ���d - c� �� r�� �t��l� ���r�tir�� d� V��1`C>F����tIL�.�f��� F�rc�j��t T`itl�: �Iirsa�t�:F�._�P��1_I�°�L_�F� �27C7 ��97 ��` tfC�TC}Ft��e�1���t���6���1C?���� ,�I,��I�f�C�EZ��, F�.333�� 09f�2I�� ���t I��c� ;�v�r��e ���a�s�,�Q�y(�zs.�-�,��c},����rr,��as.�-�tt,�� (�t�� c�f C�.96�) 6�12 ��uh ��e��i�E���r�� t���d �2 ��t�� �....» � • • •����s ._ .___ • �._� R ...._. � i.. ..... __. _. . . .. ` •s e_ �_Rw-., s �., ,�,- .,..._-_- .�-. , ..,.... , . i s�114 i iIM..._ _. *Ik+Y i i��.i� • °'� , m ; ���� ��� � ��� �� �. , ; �, � . �. j •!i�6• ��......,.:._,..,,...e.,.,.,. ..,,..,uw....,...,:. . �.��...,�.; .�.�...�..,..� _ '� , '. ���. ��.. : , ♦1kk�.±k_r�� . . . . _W.__,...v. .�.�.�_.a......,.�...��. . , ..__..�..> ..,_..._ ....�..�.,..�,,.w. r.,,.._.w _..w,_,._w_u,_...,.., ..r..,�_......,.._.v,.:s,..�:..,.,w � • •!��f• •�f• •�es • • • • * r— " � i i --- --------�i ,... _.__ , .._. ...... ._._. _____- -- ...__.._- ' ��d�d�" , �V�C�ic`3CIt� �)Yli�i�l��YE�'.'���t��� �$�� i C.C��C� •�s• •�`s�• � •����• • •e• � •��i• , �Et�t��� i E��n�s Shif�C !1 InS� IS Ctmt� �.er� N�� Gros� Sh�d�d�1n�ha�ec� ihac��d Unshaded+i • + ..: . __ - - -- __ .. .... - - r- - _ - *s-+.s - - 9 ' 1 C(ear t}.74,1.13 4�4c� tUra � �O.�ft. O.C}fii ; R�.3 p.0 81.3 34 3� ; 2�36�'�3tuh" •.•.•. i iC? 2 Ct€��t C}.65,(}.F37 I�o �c> S �Q.€7�. Q.Qft. 2&.7 O.Q �6.T e�8 �t��O f;:•: 801 h ' •` VVitldc�� �TC}t�l - ! �C}$ ��q��- _--- ' ' 37� �ttr� .s..i• : -_ . _._ _ _ ----- _ - ; _ --�••+•t ��1� ;�'�pe !J-°J�lu� F�-�1�6u� �r��(�qfi�} ___ Fi1"t� ;.". �c�� :....e Cc�u1SYr���� ••! • .. . . a • • • 13 ICcrncref��Ik,Filled-�xf t�.13 4.C�l4.� 2�5.1 2.Q 4�Q�•�taeh : ��1! 1"Clt�6 ���(�Q�t} 4�C} �tuh � - _- _____ _ _. _ _-- ___ - _ _ - ����� ,���� _ �r�� ����} �€�n� ; ���c� 2 ' Snsuta4�d-�te€ic�e �.t� 4.T 149 �Euh � ;C)Q�r�c�$�I 32��q�) 149 �t�h : ;_ _. u -- - - ____- - --- _ _ -__ - -- - -- 1 t- ; ��ili��� �f�p�l��aat�rf�urf�c� l�-l��lca�__ �R�t'���a� �r��(�q�) E�T'� Lc��d 2 i�fent�d,R�Eicl�?ar�Shinqle �.032 3C�.t}?f�.Q 475,0 1�75 �32 �tuh - i ;��'t16�tc� Tt���l �75{�qf�� __ �32 �tt�t� ; _ _ __ _- � , F���r� ;�`�p� 6�-�/�lu� �iz� �#�T� �.�a�d ;� :�iab QEt Grade i?.Q 475(f�-p�rim�t�r} O.t� 0 �tuh ; ����r �r�t�� ��r�.�{�c��} _ � ���ar� , � _ _ __ _ + — -- -- , ��r�� ��v�lape �€�b�c�t�l: 5224 �tuh ; -- , __ ___ _. _ ___.. trtf�ltr��ti��'T"yp� t�rcal�h�u����F� �fol�arr��(�ta�� ���f ��fii� �F�= ' Lca�d ��Eur�l (3.15 6�75 0.12 7.5 13� �t�h ; , __-- _ -__ ___ __ , ------ ----____ , 1rs��rr��1 , C)c�up�r��s ���shte�cc�ap�rtfi �ppli�nc� �a�d i ���r� �___ 3 � 23�} + 24(30 3Q�C3 ��uh : __ _ _.._ _ ._ __ --- _ ---- ;_ ��r���bi� �t�v�6c�p� �.€a�d: �4�6 �fic�h i_ ____ . ___ . ,. ; i ���t���� ,���������a����supp�x(�z�_a-��t9c�,�2e�urr,��as.o-nt€ic� ((���c�f C1.2�7} ; 2003 �t�h ; � ��rt�������r�� L,��t� 10 �te�h i EnergyUaug t USRC��v6.9 P�ge 2 ' s . ��id��ti�l ���d � ��r���r��r�� �t�il� {��r��ir���d� �t6�1"�F�I������C��0.� F�rerj��t Ti�ie: C(ir��t�.F�,_�I��1_I�T`�_�F� 1270 (V� 97 �T 01���t�Fti�i�I���Ca�i���I����� �1l��il�F���2��, FL 3331� O�f32f�� � � .�� �, ; ��h� �i� ������������������������i�� ' ��������� ������ : �� �__� �.�� ��_..�.. �.��.,.. �.��..� ��� .u. �._,� _ww,�� .��__� ��..��„ _� � �v,. , �_,.��. ..��._,.x �.v. .�� _ _ _ _—. __-- _ _ - .__ ��r�c���� J�dy��c��r�saar�fc�r���t�r� 1 Q �tu� J���e�c�r�ic�r�fc�r�y�t�m 2 . . 5�'�te�e ...... ���ur�ic�n ��€bfic�t�l: `«+' � 5'� �t��i +. ......: . ..:... . ...... . ..t�.« . . . �11������ •w�• ��_x.���� : e�w��! ___ --... --- � �- � ---- „ __ __ _ . __ • a s��• e��• sa�s• ��Cl$I�}�� ���1lr��f3(t ����e s eE a a s g� • • �� ��'��Bs �i •s s•• � • • • r •a ;ss •s sl •�t�s• - `— --_. -. _ __ ---- - • s�s��• • • • • • ! • ♦ • a •femas ••�•a• s • � e � � • '� •etet• •• a •• • e • • • • es • Esl�l�YC's�ll,��/{.1SFif L�1�6.1 Pc�G„�e 3 , �, � ��id��ti�l ���d - �r�p���r�� �t�►l� ���r�ti���d� �1�1"C�F�I,0.ltl�.L.�C�� F�reaj�ct�`itle: C;lir��t�.FL_����1_1P�T�.mm�� 1�7(� ���7 ��` �ll��'CJ��A�`��,�.�C3A>���6C}�R��� it�l�4�1��°6�F���, FI�3331� {�911�f`P� ����°� � ���� � ���� � ' 1 �° r � �,���.� � _��v� ��.� _�uw w __...; _ �� . �_._�� �,�.�� �aw. ��.���_� ---- _ ___ _ _ -- --- . � ��rs�i��� �r���i��� L.��� . „ 3653��t�h• «..�.. , . . ���°�. � �Er�dca� ���ar���r� � * t . �• a�• � • ss•em• ���I�r�� �.���� >�r��ibl� C}u�� Lca�d (ci�ct�air� rnultipl`s�r�f�.�65} .. i.. 6C��2 �t�h . . ...... ����ibl� �t�r�til��ica�t i• ••. �1'�tU�y • w . .� .... ...�. F�r�y�t�rr���}a ��r����r����l���ir� •• •••42 2� � " ! .�... •• as . . �, '� L�t�r�t irsfil�r�tic�r�lt��:r�til��ic�r� g��r� ..,..� 21��1��tut�" •�••;• 4 S • ! • • �� ir�g�����a �.�t�rat ciu��g�in • • � �t� .�.... ...... m . . � �.���C1�C}�C;C3�J�R1���6t1 �s e s ����f��}� R R s�s t • • s ° l.�t�r�t eat�t�r g�in 34C1CP�t� ����t �I��k l��d 51963 �t�h ��r���k��� �r���l�p� ���� � 6 ��h �Vi�dc�w ����rsiear� �7 �tu� ����ir�� [���e�� ��r��ibl� ��a�� �,ea�d �d�ct gairr t�ult6pli�r c�f,0.237} �C}17 �tuh (�r��lud�� �4 �tuh d�����irsdc����c�rs��n� ��r��'€bl� ven�if�tiear� Cl �t�h F�r�y��t�rr����: ��rt���r��i�l����r� �p�'99 �t�h 2 L�t�nt infi�trat�c�rtl��ntil�ti€�n ��ir� ��€� �t�ah �� ir�g�����: ��t�nt d���g�ir� 6C17 �tuh 2 C�t�r�fi c�c��p�nt��in 6t�� �taah L�t�n��ti��r g�i� 24�10 �fi�ah 'f���l �l��k E��� 1 17 t�h EnergyGaiag t USRCZB v6.1 F��ge 4 f a e �s ' � � ��8 �4�@,��h� ��..F '" . t,B �6 B�a St �� ��� �t,���8,�6�i.�i��� tdlG�`C�FtI�IdILL���aa� Prc�j��t "�itl�: �Ii��t�.Fl�_�#A��_�€J�'�_�F' 1�7f� ��97 �T �11�1"f�F�lA1�IL��C�A,�����t����� .�1��1�F�C?���, �'L 33�1� f�9f 12t 1� ��������� � ' ��r��i�l� �r���l����.����,1���r��� �5033 �ts�h . . ��n�ibi� �u�t La�d � . �02�;�t�11* ..m... . . . � T`���1 �����b����r�� �.��d� � "�3Q61��, • .. ... � . , .�.... ��r��ibl� rr�r�t�l�fie�r� •• ••• t� �t�� . . . .. ...... �1c�t�r�r �. .o' E3•'�tu�. 4 . .... �.A.« .. .. • • h��� k���a�� T`���� ��r��ib�� g��rr ;5��6 s*�. . ..... •• •• s• s •R•�r• �`�t��� f�r���I�r�� �.���r�t inf3tr��ic�r� g�ie� (�car 57 gr. h�srr�i�i�y d�f��renc�) .. ... �47� ��tah w + . . • ��t�r�� ��ntiE��ic�ra g�in ` ` Q ���1 s . A,::,. . . . , • ��t�n�du��g�ir� '�»" : 204�.��t�Et e�•:•: • . e L�t�r�t c���up�r�t��in {15.C1 p�op#� ��G€� �fiuh p�r p�r��r�) 30QQ'���th �.�tes�C€ath�r g�ir� 5�C}Q �tuh �.�t�€�t t�t�l ���z� 1331� �tt�h T'��°��.��t� 66379 �t�h '� ��� ��� 1. C��r�tr�l E��"st ��1 a`T������I��'I€�� 6QQ0� �t�h 2. ��r��r�l �ni4 ���,h�A����C1601�1F 1�t�UQ �tu� "�Cey: 1�ir�dc�w types{F��n�:s-t�urnb�r and type c�f panes a�gl�ss) {SFi�C-SE��ding cc>€:ffiicienY of glass a�SHGG nume�sca6 ualue} (�!-�Vindcr+�U-�acfc�r} (6n5h-fnt�rsar�h�ding d�e�ic�:nc���e(hic�},�Iinds(�},praperi�s(C�}or Fdc�Iler Shad�s(F2}) - Far E3linds:�s�um€;€m�edium�odor,ha9f clos�d For C7raperies:Assume m�dic�m weau�:,hat#cla�ed �or Rc�tl�r shede�:,�ssurr�e�r�€�slucen�,h�If c�c��ed (lS-IElsect scr€��r�:non�(h#},Fuil{��or FIalf('�2�} � (Cimf-cors�pass ari�rstaf�n} � �;>, Ver�ic�n� Energyt;�u� (USFdC��v6.1 Pag�5 . � . ,� x � � � � . . .., � , . � . . . . � .. . . . � t��������1�� ���� -� ���� �� ���`� ��f�������� �������� VIGT�3RIA Vt�l��taAS � `�� �ra���t �°i�1�: � � � 127t} h`i�{�9p7�¢��`CP9 1lICTC?F31�1 ItILl����i R��IC��NC�� FVII/"'4M! �t`74rI�S��VF F�a7aJ�7 I V . . . .. . . �ry r�/q {q�} .�� . .. � � . . . 4.+J/ I�J k.7 F��fer�nc� Gi�y: �liarni, Ft� �`�rnp�r�t�ar� �iff�r�n��'; 17.0�(TMY3 99�fe� Hurr�idity diff�r�n�e: 56gr. 3�� t � `i� � ' � � � ,t�'� �;: � ��,n�„������ ���? d,,.w � `� �� �� i a� .� ��.` �� `� � � Typ�� �� � ������Qverh�ng;Window Are�{sqft��� H�M � ��l�o�d ���� WlCidt3W #F'�n�s Sh1�C U InSh �� Qrnt L�n FE€�t � Ca�Shaded Unsh�decl �haded Unshaded� � i 1_�G r �0.74, 1.13 � No Nt� � ��Q.Qft. Q:C�ft, � 6�,3 � 4.0 � 65.3 , 35 ��'� 9�j 5969 �tuh � 2 1�Cl�ar 0.74, 1.13 iVo Nt� Pt t 4,Off. Qt4?ft. i, 59�5 � ��E3.i� �� 5�.5 � 35 � � 35 �� 209� �fuh � � 3 1 GEear� Q.74, 1.13 N� N� "��'0.�}fit. O.�ft. � 6.t1 � Q:0 �.4 �! 35 91 � 548 �tuh � � 4 � 1 C�ear Q.7�, 1.13 No Na ���_t�E. Q:Oft. ��+.7 � U,€� ��� 24�,7 � 35 �1 2�54 �tuh ( ! ' 5 � 1,Gl�3ar t�.74, 1.13 No IUt� �i�Q.t}ft. f3.Q#�. ( 3�.0 �� �0.t3 � 3�.0 i 35 91 i 3472 E3tuh ; 6 f Gl�ar 0.7&, 1.93 No No S�;Q,t�it. �.C?ft, � 4�8.Q 0.0 48.0 '( 35 3& 18Q3 Btuh � � 7 ; 1 Glear Q,;�A, 1.13 No {�c� V�4 Q.(�t. C1'.f}fE. ��.7 0=ti . 24.7 I 35 ' 91 i 2�54 �tuh � $ 1 Gl�ar �0.74, 1�13. No t�e� U�l��O.Of�. �rOfit. �' 3�.Q � O.0 3�.0 ; 35 81 � 3�k72 ��uh i � �Window Total � � �t�4 (s ft�� ; ; 21�69 �tuh I Wa11� T°ype [�V�lu� Ft-U�lu� Rre�(�qft} �fTM �ad � � �avl ah�:�tth ; � 1 ���ncrete�Ik,�illed-�xt � 0.2� �Q.€�10,4 141.$ � 5.9 � � ��2 Bt�h i 2 j CQncrete8lk,Fill�d-Exk 0�25 4,Otp�4 19.� 5.9 115 Btuh � I 3 1 ConCreteB(k,Fill�d-�xt '� � Q.2a� 0_QfQ.O 47.9 5.9 � 285 �tuh ' 4 7 Ge�ncrete B(k,F�lled-�x� � t�'.25 � ���C�.QIO.Q �� � 11��.5 5.9 � 704 �tuh � 6 � Goncret��ik,Filled-Ext 0.�5 (I.4t{],Q � 26�.� 6.9 1 1561 �tuh � 7 i G�rtCret��ik,Filled-�xt £3<26 d.Or`O:f3 117.0 5.9 695 �tuh ', 9 �i Coneret�B(k,Filled-�xt � 0.25 �� Q.OtQ:O� �68�5 5.9 ? 1594 8tuh � � 11� ' �Qncrets�lk,�illed-�xt O:e� � �� Q.QTQ.�.� � 84;t3 5�9 , 499 BtuF� � � 12 i Gc�ncrete�Ik,Filted-Ext Q:�5 a.Q10.£? 250.7 5.9 j 14�� �tuh I ! �WaEI l"�t�l � �31�� �st�ft_�_____ � �i ?7�2 �tuh� _ � ;�`ype - Are� {sqft) FITM�La�d I 1 InsUfated-�xtericar 25.3' 14.7 , 373 E3tuh � � i E3��r T�t�l ' �5�sqffi� � 373 Btuh ' ____m._ _ �___ � __-_� ; C��ling� �`Cyp�lGoBorlSurf�c� U�Valu� R�Valu� �r��(�qft) NTM��- Lo�.d i 1 � Vent�d AtticlDark�hingle Q.032 34�47f0.� 2220.Q 1,7� 1 8959 �4uh 1 i ` �eil�n� Tot�� 222p (��ft) � ss59 Eituh� _ _�_._ � �_� �I�aors �Typ� � � � �-l�alu� � � �E��� F!`TM �� �.oad i i 1 � StemlCrawlsp{Garpet){v) � 19.� 222Q{sqft� Q.7 � 1461 �tuh � E �3QQi" 7'Otc�� �� � � ���Q;�} �S{���� 1��1 B'�U�t� t����. ; Z�n� �nvel�pe �ubtat�l: i 35444 Btuh i In€ittratic�n�1"ype VV��lehou��A�M V�lum�(ctaft� WaCI F�ati� � GFM- ; �.oad _�i � ____� j�a�ur�l � ��� �.1� �� 1�8�0 �� 0.65 4�.� i ?70 Btuh � � Ir�t�rr�all i � - Qccupants �tuhloccupant Appliance;T� Lo�d �__ ;�g��� � ( _m ___ ____� � r _4 � �34 f 3400 � 4�32C} �tuh � � � j � � �� � � � S�nsibl� Enuelop� ��aad: � 4�535 Bt�h I _--�_________- � � _ _ -�_____�__�_._____.�1 � P.��tC� IOad Average��aled,SuPp1Y(R6.p-�ttic},��turn{F�6,0-Attic� �__�_ � (C�C'aM t?f 0.151) { 6104 Btuh ? �__-._ __� - � ___ __� ; Sensible Z�n� L�ad i 46635 �t�h j � � � � u._._� ��. �_ ____ ____, �nergyGaugeC�t USRG��v6.1 Page 1 � R�sid�r��i�.� �.�ad � C�orr�pc�r��n� D�t�.il� ��on�ir���d} VI�T�RiA v1����A� Pr�j�ct Ti�l�: Glimate:FL_MIAM1_INT�._A� 1270 NE 9T ST ' Uf��T�RI�1/1L.��C�Q��ESEC���IC� MIAMI SFiC�FtE�, FL 3331� �3112119 ,�,Y''2c��r� ?�}�`" ¢� `�. A.ze� � � � � y,1. .a } �� �, �?, , •_ { � �� � � � � v��.��)�;� ���'� ��,Syl c�t�3.� ,z2�'�� �s' � �. i �� �`Yp�� �� {�v�rhang � U�indow Ar�a(�qft) ; HTM � �oad �—� 1�VIt1d�V►� Panes St�Ca� 11 InSh IS Ornt � �,en M t Gross �had�d lJnsh�dec� Shaded Unshad�d' I rM�__ �_� _. _ , _ 9��1 �l�r �.74,1.1� Plo N� �3 O.�t�; Q.O�t. 81.3 Ct.O 81.3 � 35 3& ; 3Q54 �tuh � � 1 Q � 2 Gl�ar 0.65,0.87 No Nca S� O.Qft. Q.Oft. � 26.7 0.0 26.7 ( 29 31 I 824 Btuh � �Windaw Total � � ��; ' � 1{�����} ! � 3�7� ��uh � � � — _ - W�IIs i Type � UaValue R-V�lue �rea(sqft} NTM � Load I ' c����neatn 5 j GonereteB(k,Fiiled-�xt � 0.1� 4.O10.0 26i.$ 2.1 i 56Q Btuh � � Concrete�Ik,Fiil�d-Ext � 0.'f3 � 4.OIQ.O � 6Q.8 2.1 ! 130 �tuh : ' 1Q � G�anGrete�Ik,Filled-�xt 0.13 4.010.0 156.C1 2.1 j 334 Btuh � 13 ! Con�r�fe�ik,Filied-E� p.13 4.OIQ.O 23�,1 2,1 � 510 Btuh 1 Wall Tot�l 717 (sqft} ' 1534 Btuh ; .�___ _ _�_ ____._ -�--_ D�ars I T � Are� s ft NTM ��ad I ��� YP ( � } ' � 2 ' Insulated-�xterior �� 32.0 �.8 ? 1�4 �tuh i I i i�o�r T�tal 32 {sq�t) i 154 �tuh _ --T____ ___�� ___w_____ ��_. _ _� _ —, j C�ilings :Typ�I��I�rlSurface l���t�lu� ��t�al�e F�rea�sq�} HTM � L�ad , 2 I Vented Attic/DarkShingle 0.032 3i?.QIQ,O �75.0 1.7$ ( �47 �tuh I� - j GE[�trt�tatr�f 475 {�_� � 847 �tE�tl � ��la�rs ; Typc R-Valu� � Si�� HTM � L�ad 2 S1ab Qn Grade � 0.0 �75(f�-perimeter) Q.o � 0 �tuh ; ; _ ;Flac�r Total 475.0 (sqft} 3 � �tuh � �.- _�_ � Z�r�e Envelap� �ubt�t�l: I 64�13 �tuh ; �—_ __ �.________.__ __ �_ �_r_ ___—,; In�it�ration' Typ� Vilhal�hou�e A�N V�lum��cu�k} l�lall �a�iQ �FM� l�o�d ' tn��rnal C�ccupants ���ahl�c��pan�____._ ���lianc� �21 �tuh ( Natural Q.15 6175 0.35 22.5 r --F--�_. ��Load �"� ' g�ir� 3 X �30 -� 2400 � 349� �tuh �___ �_. ___ �_ _.�� , _�_ ! � � � S�n�ibl� ��nvelape �.a�d: ; 9924 �tu 1 ,� --� _ _ _ � �; —; '�; I3CICt EQ�d�A aery ges�aled,�uPpIY(R6.0-fattic},R�turn(R6.0-Attic) (C.��aM �� 0.205) ' 2C�32 ��tih � ,__.�_—_ _ _ �_ � __-- --�_----�--_ � ' Se1l�ible ZAtt� I..c�tad � 11956 �#tIh i I � i __ ____�_ __ _ _� ___ � _�_—_ �__ � � ` � � �t�b �' ; __:--r— � _m__ T_� � _____. 1 Windows �� July �xcursi�n for,ys�em��� � � j 0 �tuh � ; ! July excursion ftar �yst�m 2 � 10 �tuh ' ; ' Ex�ursiar� Subtot�l: 10 �tuh ; Enert�yGaug�!USRCZB v6.1 P�gs 2 � ��'S�(��Cl���� �Q�E� - �,`rQ�'T1�?C`}1"1�C1� ����,I�S �C{�11�IC�l.l�E�� VIGTURIA VILL��A i F'rt�je�� Titfe: Glimat�;FL_N91A�1_INTL_AP 927Q N� 97 iT� VIC:`TC}RC�1 VI���C`aA i RE�1�3�R1�� �IIAMI �I��F�E�, FL 3331� asr��l�� _ _ w__ ____ __� _, I i I Gf��i t���_ � L C]1�E i I; �_�� � i . i . . . . . .. .. � . T m . i i ; ��r�si�l� �x�u�si�n [���d = 13 �tc�h j I ; __�__k_______ _ �_ — _��M�__ �.� EnergyGauge�/USRGZB v6.1 Page 3 � � F��sid�r��i�l I��ad � Gorr�pQn�r�� C?���il� �c�ntint��d� VICTCJRIA V[k�L�EGAS �roject `fifle: �Iima��.F�_MI�MI_INTL_AF' 1270 N� 97 �`f° VICTE�RlA VIL�E��S F3EiID�NC:E MIAME Sl�C}R�S, FL.3331� 03112119 �,ic. �`��: C- i� T �� � t� , . `� r z .i � � � � �2;� �`�� ,t"� 4����� �� 'y. � . .� .`s �� '� •� �`, ¢ � � �111 � � �.� ��� �� � � t � {� a�.aa,,:�s r � � ?�s t,�` ;�' ���r��,������� :,�1�� i�t�'<�c�� �t���` � , t?�� S�"Ct�lbl@ �i1��it?pe k,��C! $Q535 BfUh l�Vind�aw Excur�ion Q �tuh Cooling E.�ads S�nsible ��ct Lo�d {duct gain mul�iplier �fi�.151} 61 E�4 �tuh S�r��ib6� v�ntilatit�n 0 �tuh For Syst�rn(�}: �orte S�nsible gain 46639 �tuh 1 �.atent infiltrationlventil�tion gain 1569 �tuh S�rv�ng Z�nes: ����nt duct gain 1419 �tuh 1 L�t�nt �ccupant c�ain �OQ Btuh �.at�n� ath�r gain 3400 �tuh `Tt�t�l b[o�k I�ad 538�6 Btt�h S�n��bl� �nuel�p� f�oad 992� �tuh WEndow Excur�i�r� 1 Q �tuh Cocaling Lc+ad� S�r��ibi� �uet L�ad (duct gain multip(ier af Q.2�5} � 2034 E�tuh (Includ�s 2 Btuh due ta wind��r �xcurs6�n} S�nsibl� v�ntilati�n Q �tuh For�yst�rrr{s}: 2on� ��nsik�l� ga�n 11969 tuh 2 Latent ir�filtratianN�ntilation gain �5� �tuh Servir�g �ones: La�er�t duct gair� 595 �tuh 2 Lat�nt occup�nt g�in 64(� �tuh �.atenfi other gain 24C1Q ��uh T'�t�l block load 16422 �tuh En�rgyGaugeQ t UBRCZB v6.1 Page 4 R � ■ �� e�i r�ti�l L�a - ��m or��rtt �t�il� ���n�inu� } VI�`�C�6�I�1 VIl���CAS Pr�j�ct Titl�: �lim�te:�L_M1AMI_INTI._,4P 127a NE 97 �`F Vi��`C}RI�VI�L�GAS F���I��NC� MIAM! �HCJ��S, F�, 33318 Q3(12J19 ti41t � s� � 1 } � ��; � , �< v ��� �, ,, � > � �, �� �' � �' �� � � � � ��� ti � �yti t t �, � � �� � g� � ��:2'\�. $., ��f \.���C. `�'�,x �'i 4 ( ,���'�{ 4. ��'�1�. t@0.'° ��n����e ��,V����� ��aa ��' ���,�� �a��o �t�an S�nsibl� L?uet L��.d 813� �tuh Totat Sen�rbl� Zone �.��d� 5�60? �tuh �ensible uer�tilati�n 0 �tuh �Eaurer Q Btuh Whole F�ottse T��aE s�n��ble g��n 5$6Q7 �tuh Total� for ��olir�g Lat�nt infiltrat�t�n g�in (far 5� gr. humidity diff�r�nc�} 2427 B�uh Lat�nt ventil�tion g�in 0 Btuh C.at�nt du�t gain 2Q14 �tuh Lat�nt ��cupant gain (?.� p�opl� � 2Q{� Btt�h p�r p�rs�n} 14QQ ��uh Latent other g�in 5$00 �tuh Lat�r�t total gain 11640 �tt�h TOTAL �A(N T0248 �tuh ��..,1 �ts al ; �� ���, ?�` ` � � �3 `'�1 L ����. t� �� ��n��� � �e� ,���;. ��. " � � ti �� � � � ,� � � � �� �t1 4' 1 e�, �� .\�,�„ 1 S` -�4� �r�.�. �+'��O„'i �'t `� �i� ��� \� �. ��fl�Cc'�� �t11� �){��������}������� ����}Q �tl��'t 2. C�ntral llr�it A,MANA#ASX160181 F 1800Q �tuh *Key: Window types(Panes-Number and fype of panas of glass} {SNtaG-�hading coefficiert of gfass as SFif�C numerical value) (U a Windaw U-Fa�tor� (InSh-Int�riorshading device.none(No},�linds(B),Draperies(C�)or Roller Shades(R}� - Far�Einds_Ass�m�m�dium color,half clos�d �or L�rap�ries:Assum�medium w�ave,half elosed Far Roller shad�s:Assume Yranslucent,half clased (!S-lnsee#sereen:nan�(N},Fu(1(F}or Half('fa)j (Ornt-eompass arientation} � Versi�n 8 EnergyGaug�I USRGZ�v6.1 Page 5 . . k .. .. . . . . . � � ���rid� +�c�+d� ��irr�r��ry ��p+�rt VIG�Tt�E�I�VILL��aS Titl�:'VI�TC}RIA VII�L��A� R��I(�EN�E TMY�it�: FL_MIAMi_INT�._AP 1270 N�97 ST FL.Prv�2t?17' Ele� tJtil: �nergy�aug� �efiauEt MIAM1 SH�?�E�, FL; 3331� C�as Util: EnergyGa�ag� ���ault �egistr�titan #�: F�un C}at�: � r��r ��s �fer���� �� o � rc� ose e�� +e e- �ti� {�eatirtg C1.44 M�tt� 0.�0 M�tu 0.40 ��calir�g 33.4� M{�tu 50.40 f�l�tu 1.51 H�t Wat�c Q.�C} �1E�t� 0.00 C�l�tu �a00 T�t�il �3.�7 M�tu 51.�Q Nl�tu 1.51 uild�n Laad� �fer�nc� liom�e Pra►p�s�d o e e- ati� Heatir�g 1.22 M��u 2.21 �tl�t�* 1.$1 Cool�r�g � 1�2.4� M�tu 169.8� M�tu* �.51 Hot Water (�.0� M�tu 0.�0 M�tu* O.dO Total 1�3.71 M��� 172.Q2 N��tt� 1.51 * norrrializ�d mc�ditied I��ds ,-__—� — _�.�__a� �_______�_ �_,_ _____� _�. �..� __m� i GlassfFlac�r Ar��: 0.153 Te�tal Pr�pased Modified Le��dsa 172.02 ; � 1`�ta! ��ferenc� ���ds: 113.71 , ��_ ___��__ —�_ _— .._ ___ �_; d3t12119 4:2Q PM En�rgyGaugeC�>t1S�0.- 6,0.02(Rev.1}-FlaRes2d#7 F�C 6#h Edition{2017� Compliant Software Page 1 of 1 ,��' � T1FtGAT F 1 I �LI IN�t�1 N� ��T�`��,� ' 07t3112Q1� THI� ��12TtFICATE tS IS$U�D A r A RRATT'�R 4F INFORMAZ'iCJN ON�.Y AND CONFE�2S Pii� RIGF#TS UP't?N THE CE�TtFIGa4T� HO�C?�Ft, 'fHIS CEEtTtFIGATE C}Q�� NOT AFFIR�9ATEVEL`f �� NE{�AT1V��,Y A11��6��, � �ND f?R A�TER Tt#� GAV� GE AFFORDED �Y TH� �Q[�1�I�S ��L.�W. THIS G�RTEFICAT� C?� �NStJt2ANC� �4�� �QT CQPt�TETUT� A CQtdT CT B� ��N TH� i�SUING INSUFiER(�}, AU'TWC}�I'��C? R�PRESEN'fATIVE t)R PR��t1�ER,�4ND TN�C�R�'tFlG�T�HfJL.t7�Ft. IRAPC?R7ANT� Ifi the ceetificat�haldee is an AE2D1TiQM1tAL INSURECt,th��aiicy(i�s}mu�t be sndars�d. tf SUBRQGAT[QN IS HVAtV�C�, �ubje�f to th�t�rms ar�d canditions af th�pc�Iicy,certain p�Iici�s may r�quire an�nclorsement A stat�ment on th€�eertif[cate da�s not cor�f�e r�ght�to the c�rtiflcat�holder in Ii�u of�uch endors�ment(s). a��a�uc�R �����cr Juana Gonzalez _ __.__- --- -- -.__ - Kjv Insurance,�gency �"o��, xt; 5-2 7- --- -- ���m� 305 227�961 2652 SW�7th Ave �.��L . . -- (+�i�mi, F�33165 ao�ra�ss: It�rL� t�cz��4�„Qitt --------- ------ — — (3f15}2�7-�956 � ���u�R� a������w�e�v���� � r��f�� --- -� _t ? -- ----- — + -- ____ _ --- �r�su����:Catiin��a�ci�[ty �nsu�ar�ee Com�a� _ ;15�89 - _ -- _ INSURE� FNSUFtER 6: ; -- ------------ -____. ......._._. ..._ .------------ ____ .......... .------ Quamec Cc�rp ���u�z��c:�c�t��ti�k�I�U��n���12�� — ,���7 - 7550�2nd Court �r�suR�R o: i __ -- - --- ---- --- -. _ - Nial���, F�33014 �N�u����: -- -_ _ - -- a ENSURER 6: �OVERAGES CERTEFtGATE NUPIf�ER: REVISEON NUMBER: THIS 15 TQ GERTEFY TNAT ThIE RQLICtES QF IRISURANGE LISTEQ B�LE�W 1-lAV� BEEN ISSUED TQ THE INSUi2ED NAMED ABOVE FOR THE PQIICY PER14D INDICATED. Nt?TWITHSTANC}ING ANY REQUEFEER�ENT, TERM C1R GC�NDITIC}N C?F ANY CONTRACT 4Ft t�TNER DQGUMENT WITH RESPECT TQ WHICH THIS CERT[FECAlE MAY BE ISSUED t3Fd te�AY PERTAIN, TNE INSURANCE AF�ORDED �Y TNE PQLIGEES DESGRE�ED HEREEN IS SUBJECT TO A�L THE TERRr9S, EXC�USIQNS AND CC?NDETIQtdS C?F SUGH POLICIES.UMETB SNOWN tv9AY NAVE BEEN REDUGED�Y PAtCt C�AINfS. _ INSR-------- ' !A�DL SU6Ri—... ....-----------------� P4LIGY EFF � PC?LICY EXR �-- L�; TYFE OF 4NSURANCE ! 1 PQIiCY NUPA��R CANUDOIYYYY = IMtPA1D0 �lpAlTS : X i GOMMEftG[AL GENEt2AL�IABt�tTY ' � ; •, i -� EACH OGCURRENGE _ $ 3{}OO,OOO OQ t 1— , � , l ; �6AA��'+�T�RENTED �— _ _...._ � CLAiMS-MAD� i �3 OCCUR � � ', � � REFa9 SES_�oceurrence) �_ ,� �.._ . I , r�-_ � _C �_ �QQ..�QQ�� — X 500 E3ED x x Q9QQ705144 I 1 �nnEo Exa(any one persc�n) �$�,�{)�j(�Q --...__ ._...-- - � �_. (02116I24i� iQ2f16/�019 � 1 — _ _ ____ ��se��va�sr�ou«v,�u�v �_3 OQC3,OC�4 Of� , _ _.___ � { - ' GEN't�AGGftEGA'[E LlMIT,4PPLIE3 P�R } i � � GENERAL AGGREGATE $ �OOU,C}CI{}C}{� ; ��----, � ( � -... — --- � POGICY� X i E a �� LQC 1 ' 1 I i PRODUCTS-GOftRPI6P AGG i$ �QC}�(}(jQ a(} OTNER: ` ' C(?MBlN�D SINGLE LIfN1T � AUTOMQ�tI�E LIABItITY � � �Ea acadeat -�— — --- __., � � _ BQDILY INJU62Y(Per persan) $ 7 1 � --' ----- ---- ---- -- FANY AUTQ ( ALl QWNED i SChiEC}ULEQ . ,. BppllY INJURY(Per acc�dent)j$ B i AUTOS AUTOS ' PRt�P�RTY QAMAGE — - - t 1 NQN-pWNED , � i - �MtRED AU'fOS � �AUTOS � � ; �(,i?er a �ent�---- C$— — -- � ' GC>N1 GQLG 1{l40 � ! i ! PE�' �� x i�r��u�«aua�a X � occu� ' ( i �Acr+ocG��RE�ace � 5 6C}Q,f�f1Q.QQ `_ x � x 'Q2f21I201�02120t�01� -- -- -- �-- __ _ � ! �xc�ss��ns , � cG���s n�A��� = i ����ra�cnr� '� 5 Q4f?,C�C}C�.€�CI �- s -- �- a - ; XBSU08fa755 --- - ----- �--__ _ , ' DED � 1 REl"ENTIC3N ( � $ M+ORKERS C4�1P�NSATiQN `- 1 i ...... � PER Ol"M i ANC�EMPLOY6RS'l.iABILiTY Y/M� � i � i � � S'tAI'UTE _�R � ANY PRORftIETQWPARTNERfEXECUTFVE �f A� , I }E.� EAGH ACGIDENT �$ QFFiC�R1MEf�A�ER EXClUDEO? I -- — -- ---- - — .(M�nd�tory in NN} � i �'�� 1 I � E L DISEAS�-EA EMP�OY6 $-- I ��If yes,descnbe u�der - � � � � � DESGRIPT16tV f3F OPERATICIPlS below - �.�.DISE�SE-PC}LICY GIPAIT�$ i I ( � � I i i I i, � ; i DESCREPTIC}N OF 4PERATIONS 1�OCATIQNS!Y�HtCIES (ACQRD t01,AddiNona!R�martes Safie.duie,may be att�ched tf morc e i�[equireci) GMG12499P3 i�,�RTE�f�AT��QE.��� f:�f���E.���{�N Miami Shores Vilfage Ruilding Department 10050 N�2 AVE SH�u�D ANY oP THE�BOV�t���CFto�E�POL�GiEs BE C�NC��.�.Ec��EFoftE NEiami Shores Village Fl 33138 �'HE �x�IRa�toN Q��� THER�t�P, �oTOGE w�t�L �E t��t�tv�R�o �� aeco�tca,�r�ce w���cH��o�.�cr��ta��s�o�s. AUTHQRI2ED REPRES6WTATtYE � OO 19��-2494 ACC3RD CQRPOR�TION. All rights reserved. dGt�RD 25(20141Q1) The AGt?RD name and loga are registered mssrk�af A���D .�+�. � -�^� p�^ A T A �^+ ���#�a o � � � l ���.�iri�! � ��li ���I� � � � 1"���.r OT139120i8 THIS C�Ft'CIFICATE IS I��U�i?A5��4'C'i'�F2 t3F fNFC1Ft6�lATf�M C}NLY AND CQNF�I2S NO RIC,HTS UPC1N TH�G�RTIFIGAT�H�LC3ER.THES �EftTEFEGATE DQE a NC1T AFFIR�+IATIV��Y t}R N�GAFIVEI.Y AlI��N�,EXTENU AR ALTER THE G�YERAG�AFP{3R�ED�Y THE POLI�I�& �ELQIN. 7FftS CERTtF4CAY�AF iN�U N��DOES N�T COPI�T[TUY�.�CONT G7�� �N THE I��GENG ENSUt2�R{S},At17"H£}RIZ�Gt R�PR�S�MTATlV�OR PRC}DUG�R,�NCd TFIE C�RTBFIC,ATE HCI�DEt2. INl�O�TAPIT: if th�c�rtl�ic�te hald�e is an AC�dITIQNA[�I�ISEIR�Q,th�palicy{ies}mu�t hav�ARtkfTiCkNAE�tNSUREIJ provision�ur be endorsed. k#�tl�RC3GATIAN IS WA�VEC?,subj�cY to the t+arms and cond€t�c�ns�f th�palicy,c�rE�in pviic�e�may r€:quiee an�ndor�emeert. ��tat�nn�nt on thi�c�rt�F�ate da�s na#canf�r eight�tu th�eertificate haEd�r i�I�eu af sc►ch errdc+rsemant(s}. PRODUG�R ��M�: Amanda Nogues Eastern Ensur�nce Group,Inc. �tc No��; f 3Q5}695-3323 �rc �ao: t305}5�5-7135 9576 SV�1 107 Rvenue �D��Ess: amanda�e�steminsurance.net Suit@ 1 C3$ oNSURER(s)AFF9R�lNG COVERAGE NA��# �41��ni FL 33176 Ft�SUR���: Bridgefleid Gasualty tn�e�ranc� 10700 INSURED tWsuRER B: Quamec�orp. �rasuft��c: 7650 W�nd Gourt rN�uR6R D: 1NSURER E: HialE�ah FL 3�014 [NStt[��RF: GQVERAGES GERTI�ICAYE NUMBPR: �laster 18-19 REVIStt?Pt NUft�BER: THlS I5 70 CER1"IFY TNAT THE PQEICI�S OF WSURANCE LISTED BEIQW HAVE��EN tSSUEQ TQ 1"HE tNSUftEa NA1�EE�A�C?VE FC}R TH�F�LIGY PER(QG INDICATED. NOTWITHSTARlE1iNG ANY RECtUi(dEM�NT,TEFtM E}R CON�(TIC?iV QF ANY C�NTF2AGT C)R f)THER DQGUtd1ENT VV1TH RESPECT TC}lNNlCH THlS CERT(FlCATE RhAY BE ISSUED QEa NAY REF2TAIN,THE INSUhANCE AFF4R�ED BY TH6 PO�lGI�S QESGR(BED H�REIN lS SUB,IECT TO A�L THE TERMS, EXC�USIQNS AN�CONDlTi4NS OF SUCH POl.ICIES_LfMlFS SHOIMJ MAY HAVE B�EN REDUG�D�Y RAICJ CI.AIMS_ i�� .. . TY��t3E IidSUl2ltNGE p RQ[,lGY NUPRB�R NtAftDDlYYYY MM1DDtY'YYY 41RAETS C{3MMEt2�iA4 G�N6RAL E.fA�itITY EAGN OCCURRENCE $ . . CLAlMS-MADE �OCCIJft PRERRl9E& Ea 4ccurrence $ hkEP EXP(AnY�n�Rersan) $ PE!?SQNAlBADV ItdJtJRY $ GEN�LAGGftEGATE EIMITAPPLIES RER: G�N�RALRGGREGATE � PQEICY �JEGT �CQG RRODUCTS-COE�A6'7Q&'RGG $ QTHER: � AU�6R1fl$It,E C,EAEdiLI"fY QM 1NECt SINGLE GIhA1T $ Ea aeciden4} ANY AUTQ BQQILY iM1lJURY(P�r person} � � QWNED SGMEDULED 60DILY tNJURY(Peraccidant) S ^� kUTOS QNl�X AUTOS NkRED NQN-OWNEQ PRQR�F2TY DARAAGE � AJTt3S QNLY AU70S ON�Y Rer accideM S U�B�� 1I�6 C?CCUR EACH C?GCURR�NGE $ �ICG�S5 UR@ CLAlM9-ftARDE AGGY2EGATE . . .$�..� . DEQ RETENTION$ $ WCk�K���C{?RfiPENSRTI9N � PER OTH- AN[S ERAPE.OYER�'�lABII.ITY STATUTE ER v!N 1,QQQ,000 � ANYF'RORRIETQRlPARTNEft1EXECUTNE ❑ p�lA X 2920700 03l22f2t}1� �3I2�/2Q1� �-L_EACNAGCIQENT � OFFEGERthREMBER EXC�.UDED? (R9andatory in NH} E_l_DtS�ASE-Efi�hRPLOYEE � T,OOO,OOQ if yes,das�nba untler 1,QO�,QQO DESCJ2IRTIQN QF OP�RATlONS delow E.L.DIBEA$E-PQF.EGY�IMCT $ DESCR6PT10N QF QPERATiQNS t[.QCRTl4NS F VEHICL.�S(&GORQ 10t, Additlon�l RemaNcs Scheduie,m�y be attuch�cf if mare spac�is rec{u{red) CMCt 20.3873 G�R'TiFIGATE HQI�RER CANCE�L�4Ttt?N Nliami Shores Village Building Department 1005Q NE 2 AVE SH{?U!_A ANY OF 7HE&EiOVE DESGRIBED POLICIES BE CANCELI.�D�EPORE Miami Shoees�Ilage FL 3313$ TH�EXPIRATiON DATE THER�OF,NQTlCE V4tll.t�BE D�LIYERED iN ACCORQANGE WITM TNE POLlCY PROVISEQNS. AUTHC9RtZED REPRESEFtTAT7VE (J 1��$-2015 A��RD CORRORAT(qN. AIi right�e�served. AGQRD 25{2096f03) The AC£)R£!r��m�anc!logcr ae� �st�r�d mark��f AC�RD � � � �� �� � �� �� .,> �. �>.�: �. � � �. ��,�,u�����; Miami SMor�s Villag� ,�a�,�� �� �„�� � �,� ` � �C3�`����`���'������������������ � � �� � 90{�50 N.E. 2nd Avenue NE � � � ' �� � �;... ��,���� � � � �����'�������� �.��������b���,. - � - (�iami Shor�s, F�3313�-OOQ� � �` � �� �� � � � � `��-��;;�"�,��� Rhan�: (305)755-2204 � �� ` � � � � �:...„ ��?���������������'', �`e�����* �� � � ` ` . . � . � ,. . �-- `������������� . �xp�rafii�n: ��������� RroJ�ct�ddress Pareei Number A�pptic�nt � '�270 N� 97 ��C��fi.,._�� u.��a.��W�N..���,.��.w,113205009Q560 z..e.,..�.w���� �� r�� : ..�AMI�f��&VI�T€�I�I�VI�.LE�A�� � Miami �h�r��, Ft� 3313�-256� ���c�c: �,ot: � : ",;'r'Wi�"3,�.Y�'A:..Y.�y'�.�'i. . 'A . . . . `�. . . .. .`"`��...�'�°AC`�Ya.�,�`�t`�."r�.. . . `i:z3.2"-.�Y`Y'„4�.4.`*YR\G"i��sn`S£`�..a\\�°.'A�S�".�.`�:ti1Xi�l�Y:v."'v..'ci4PAs`�a:Y#fPSi��,`�='^�t:�'Z.a�.22':�t.`�4Y.1SNA:R1SiLu:�'�i.@`i.,'."a`\\":�t?�tb"::`X4`�tfi.v5"ZY�4Uh"?J�s.�fa'Y2\\"re,bW'��T.i��'A,'0`;3:22L.�Ri1§ttz� Qwner fnfarm�tion Addres� Phone Ce11 , �w�. �.� �u. �.�.�a�� �,���.. �. �....t. �a�� �.�v. <�� A,�. e,n.�.. �a ��.,,,_, _,,. _.��., � ��rm� ` GAMEI�G i�YI�TURIA VILC.��AS 1270 N�97�tre�t � � 11�t,��f1 SNQ1��5 F1�3313�� '�.,�.��s�v�,.�,�v�c�w��o�;�:m . ... . .� , .�.���.�ti.e�.. _ .�..��.z�-��w��,���.��..��;,�.a�:�:���tic,.�af..��.o�.�a�.��.��,�a�..���.�bo:�a:�;���.���.��.:�,.�i;�a���'a 'I2TO N�9T�CP�Gt MIAM!�NQRES FL 33138- �ontractar{s} F'hone C�il Ph�ne � ��� .�. � �� �� � �� �� ��� QUAM�G G(�RP , Yaluat�an; � �,20Q.Qi} _ � � Te�fal�q Fee�: (� � "'i�W`i,.\`"a`�&.`,'�n"'plk"�ti..k'^Rs�'m'.`23,i*Ym`.\.`".�.8.?.'4}it�li'C7a`�N'�i.""2:2�m�`:x�l"ti%tt2Y2`=��1.\`is�..'fia'i3,�'WA`t�..`:kCn?z:..`�C.U��,ieiron�A�,�'` 'Tons: 1.5 Avail�ble Irrsp�cti�ns: Additionai Info:E?CRGT AJC�NANGE C�UT IrtspeCf�on Typ�;. �� Glassificatian: Resid�ntiai FinaE Appraved: In Fteview Reuiew Mechanic�l Commenis: DaEe Approv�d: : In Revi�w Dat�Denied: �YPe of Work: Scanning: 3 Fe�� Du� Amat�nt Pay Date P� T p� A€nt Paid Amt Due ceF �s.oa eop�es $��� Inu�i��# tw�-7�1s�s�3�4 DBPR Fee $2.21 �713012Q18 Gheck#:5770 $5Q.4Q $ 122.76 DCA Fee �2.p0 Q�IQ2/2018 Check#:57�4 � 122.76 $0.(10 Education Surcharge $1.OQ Permit Fee $147.00t Scarsning Fee $9.OQ Technofogy Fee $4.pp ��tai. �77z.7s En c4nsideration of the issuance tc� me of this permit, I agre€� to per�orm the w�rk covered hereunder in camptianee with aEl ordinar�c�s �nd reguiaEions pertaining thereto and in strict canformity with the pEans,dr�wings, st�tements or speeific�tions submitted ta the proper�uthorities of t+hiarrri Shores ViElage. In accepting this permit i a§sume r�sponsibiiity far all �+rork done by either myself, my agent, �ervants, or employes. E understand that separate p�rmits are requir�d for E�ECTRiGAt�,P�UMBING,MECNANICAI�,WINC}OWS,DOORS,RQflFENG and SWEMMING POQL work. OWNERS AFFI[�AV(T: I eertify that all the foregoing inf�rmation is accura�e and that a!I work will be done in eompiiance wi4h ail applicabie l�ws regutating canstructian and zonin�. rFuthermere, I auth�rize the�bove-named cantractor to do the work stated. � ��' G��� �,�����o�, �a1s Authoetzed 5ign�ur�:Own�r I Appiioant i Gontractor l �gent ���.��� Da��; � E�uilding Depa�tmer�fi �c�pY ��,���t oa, �o�� � dr 4 ������s�r PVtEami She�res Vill��� � � �uilding Dep�rtment �.�. �...� 2��5Q�1.E,2nd Auenue � Miami 5hores, Flarida 3313� �" '��� � �,��s�� �' T'el: (345� 795.2204 �R�v�► � �� �a�:(�o�� ��s.���� A►IR CONG�ITIC}NIIV� FtEPLACE�t1ENT RA1°A ������'tuu����a �c This f�rm must accom�any ALL a�r ca�ditionin�replacement permit�pplications. Each unit chan�e-out must be crn i�s c�e�rn data she�t. IVlultiple units on single sheets�re not aecept�bl�. .... . . .127Q NE 97 �T • • .,.. .es.•. 1ob Address(wh�re the work is b�in�don��. • • • .• •��•138 ' ' ' City: Miami Shcares Villa�� Ccsunty� Miami Rade Zip Cod"e: . •• •••••• ...... . '. . .�...� .... . . . . A�.� CQNRENSING ITS U�T E A 41�I�H SOLID C• RET�� ' ..... 6!t•ii• •�9• •4lOi• A�I.UNITS It�UST C(�MfFLY WiTH F.E,M.A MINIIVIUM FCOQD ELEV/�,1'I `�ea:` •�e`•• A CC}PY QF TNE CC}NTRAC'f IS k2EQl�tRE�WITH Al.L SU�NI(TAL�••••. . .• e � • • AHRI [?�1TA SHEET RE{�l11REt3 • • • • •••••• ...... . . . . . i � • 4if9i• Ch�n�e elis�onneetEng m��ns:YES�] NQ[� ARM! Sheet Attach�d»YES ❑ N��] C�ri�r�ct Att �: :�'E5 • UPltT�EIN�a REPl.�CED �ATA I�EW u[�IT €�t4A€�U FACTU RER ARI�ANA � AHU�r PK�, UNfT M(JDEL# ASPT25�14 � � CC}ND. UNIT R�C?t�El�# ASX160181 KtN HEAT 5 NOM TC?R!S �, dIFIU CU� PKG 1)(t�1.�.A �NU�< CU�Z.t� PKG ��u 15 cu P�� z� nn.o.P ��u� cu �K� �� cu �K� ��v��rs ��u u �� ��c� u��r / / ��� u�v��r / / 10 EERjSEER 16 YES NC� REREACING DlJ�TS YES YES N� REPLACINC THERMQSTAT YES R!E) YES NO NEW 4"CC.�NCRETE SLAB YES NCJ YES NC} IVEW RQC?F STANC} �°ES N� YES NO NEW REl"URN RLEfUUM BOX VES NO 1. Minimum Circuit Ampacity(Wire Siz�): ��, `� 2. Maximum Qvercurr�nt Prot�ctiQn (Fuse/Breaker Size): 3. Volt�ge e�f Cireuit(208/24UJ480): ���� 4. Siz� �isconn�ctin� IVleans� _ Contractcar"s Company iYame, �t1'1�C �C3t`�? Phon�: �Q���'�9��� �tate Certificat�or Re�istratio = �����4'����� �Certificate€�f Competency Na. $IgCI�'�UC2 ����: � �~ ��'°`� u e ture} (Revised02(24f2Q14) �� � � - . � �� � +� �� 4.,4a � , � , � � � ANRI C�rtifi�d FZaference Number:82456�5 Date:07-30-2Q1� h�lod�l Statu�:Active: fiHi�i l"ype:RCU�4aG� Series:ASX16 Outdoar Unit�rand Name:�MANfi .e•• 9utdoor Unit M�del Numtaer (Gandenser oe S1ng(�;Package}:A�?C16Ck1�1 F' : �'� �+�«.•` ,..�• g Indoor Unit�hadel Number(EvapoeaEor andlar Air Handler}:ASRT25B14A* �' • •�•* � +. .,...• ee ..•.. f R�gian: AII(AK,AL,AR,AZ,�A,GQ,CT,DC,DE,FL,GR,fiE, ID,!L,iA, IN,KS,KY,(..A,MA,R�D,R�',�'(,`M1N,Mf3,M8,' :...s fV1T,N�,ND,NE,PJM,NJ,N�„NV,NY,C}H,OK,QR,PA,R6,�C,50,TPI,T�C,UT,VA,VT,YV��g YUi,W+i`�U�S.« • •�is• •• •• as•w• Territories} . •waa�e �oaa aiwe• • • • • •! �• !O�• •dibi• �egion Note: Gentraf air eondiEianers manufactured prior to January 1,2015�re eligible to be insta!!�d in�Ihre�i��s , �' unfiil�une 30,2416.�eginning July 1,2d16 central air conditioners can anly be installed in r�gion(s�'fc�r :.•.:� •:•.: which they meet the regionai effiGiency e�quir�ment, + •°• ' :a..• •! • f 4 • y • • ! dk i 9t The manuf��tur�r eaf t1�i�AC�APlA pro�luct�s re�pa�t�it�t��r t�re r��tr�of tl�is sy�t�m rr�b�nat�t�ra. ' Rated�s firatla��ir�accord�r+ce with the lat�sk editic�n of 4N�If�h#Rt�'10/24C3 wittt Adciend�'1�rtd�>�'�r�ta�mm�n R�tin�o�Uni�ry Air-Conditiiani�g�Air�Ss�ur�e t���t Pump�quipmenfi ar�d subj��t to r€tting�c�ur�t>y by tiH121-sptansCsred,i�dep�nden�,thiYd pat��y t��ting.' Gaolin������ity(A��-Sir�gl�cac Hi�h Stac��(9��j,btuht; 18Q�� S�ER:"I�Z,Qt? EER{A�j-�En����ar Nic�h����e{J��) :1�.Qo �"�ctive"Rhade!Sfatus aee those that an AHRf C�art�ic�tion Program Participant is eu�r�ntly producing AND selling or offering far�ala;4R new mode(s that are being marketed but are nat yet being prcaduced."Production 5topped"�9odel StaEus are those that an F�hiF2I Certlficatian Program Participanf is na ionger pr�ducing BUT is stilf selling or affering for saie. R fin h a ceom ni b WFtS indica e an knvc�l�nta re-rat�. Th new ubfi hed r�tin is shaavn ate�n wi h tha revious i. .WAS ratin . �i��l�llViE� �HRI d���not endoese the pvoduct(s}listed on thls Ceetiftoat�and tnakes ne�repe�sentatlons,w�rrantie�s or�t€�rantees as ta,and a�su�riEs no responstbtllty for, tP�e produet(s}i�sted on th1�Certifreatm.�HRE expre�ly disciaims�ii iiability for damages�f any kind�rlsing�ut af the use ar perfc�rm��c�af th�pr�dacEjs},�r t�e tltl$U��10(iZ�tt c��L@CBilttil Q�Ca8C3 C19Y8C3 Otk CE'{ES C£RlftCra�fl.('.@4'�.IfiL'�f1 CE1QIti�S F3CE:Y1�Itj QYt�}+fUP tTtOC{@�5 3(}d fAtS#��tlPs"lYFOf1S IFSffJt1 Iti C�l@ dir�ctorX at c��.�ft,�ic�dr�xctc���.�x�;. 1`�RNfS&�NR GQPiDIT`iflNS ihi�CercfHcaC�and its cancents�r�proprletary praducYs of�tHRL This Gerciflcate shail�nty be used for indlvldu�I,peesanai and confid�neia4 referenee purpos�s.T'he contanF�af this Certifleate may nat,in whoie or in part,b�reproduced;eapied;Blsseminated, ���5� ee�tered into a camputer databa�e;or atherwi�e utitlzed,in any form ar manner or by any mean�,except for the user's Indlvidua6, p�e�onal and confidential ref�rence. ���a•�Cs��St�#€��tt��,,��„����c, C�RI'I�'i��T�Y�FiI�I�ATt�#Y �����������i�r3 i,��Tt �� The in�nrrnation For the me�tlal cited ort this aertificatm can be v�rifted�Y�vw�,9<��a�€€�€e���c���,�r�,oiick or�°���e�fv S��e��t�ft�:�c��lFnk ,�� „��c;�f:1��:rez-^ and�nter the AN�t Cert€fied R�f�rence Numb�r ar�d tP��date on wf�ich the certi�icate was isse�ed, whieh i�Iis@ad above,and Ghe Certii�cate No.,which fs Iist�d a4 be�tte�m right, � �."'" � — — — Q2018AiraC�nditivnin�, Fl��tir��,and Ftefiri��rati�r� Instit�ate '����`��1�/�T����}.s ������s��o��sa�� � �� ' ,�� � � � � � �, � I�IL'i�IC?�1:23 fl�00—��h��1��lC��Vlt�ta�F F1�AC E.A;RE_R.T,(Engtneer+r�g Ex�refss Rmdaet Evaluatlon�epc�et) 'T}iI�D�Cti�+l��l'GC3�t1'�I�l�{5}l�Af���:TFi��3R��"P�,C°s�M1�4J�1'��d4��6� 160�W 12r�Rv�Svi�rE 106,C?��RFi��r��Eacr�,F�33442 ��B�t�d�L���h1�1'u�������.t�F E C�RTIFY't�1�PE TCa���;�t�i�FC�R u�� (954)35�+-Q66fl E Er��ir���r�ar���x�taEss.cann flssued�ebruary 1,2Q18�u�ject to��n�w�ug�t 1,2019} (or next ecade cycl�change) . �, 1 �� �� :. � i k i . �[P.!"t"'t 4�„�?(''E��.ad � . . . . . . ��Oi'IC$��U1QC1iE4�rrOC�f?.�EA.�f'1�.QtiQ�IPFl(��'�7� ������{���..���: �QCJ[�Nf�eN CC}t��ANY, �.P. � �``� �„� 5151 SAN F�LfP� STF���T' �{�USTt�(�,1'X 77Q56, U a� �77-254�4729 � At��Nf�-NA��.CCJI� �GQ��t'�F ���t..t1�'fIC3Rf(compliar�ce�itfi t9�e f�1(eaw�ng ecad��); � �' THI� 1� �R �T�tJCTU€ttAAL {WtNL�) PERFC?�Z�1�N�� �VAk.C1AT`IC?N � ;:�• �hILY'. N4 �L�CTFit�A�. OFt 1`��+tPERt�tT"lkFtE P�F�F�I�M,4hi�E � ��� ...�.• FtA'FIhIG> {?F2 ���2'�lFtC�l1°I��]� AR� �F��FtE� t�f� Ih�t�t�1�L1 � �a �' . . H�i��lhl. "'�• «•:s�• This Product �va(u�fion Report is be�ng issued !n acoordanc� wtth the � �"``� � ` e.s•r a requirem�nts of tf�e Fl�r�da �uild�r�g �e�c#� �ia�h E€�i4i�rs {2017} per �g��-�:����HI�AL DEPI�'f1�t��+EP�T'H����Rc��'����Fi�',.,,� FBC Section 104.11.1, FIUG 3Q1.15, FBC �uilding Ch. 16, ASCE-7-10, IL�LU�'f�ATiV�P11�P0���OtVt.,�` �AY�EF����i�Pt���R�4Fi�� FBG E�isting B�ailding secBions 747.1, 707.2, F�C �uilding 'I 522.2, ar�d • • „ � �••e IIPd€T��0.SIP�6Ca�AT"�FtIALa s s s a s s• s a a s FBC Residential t�1202.1, N113Q1.1, FS 471.025, including Brc��vard 26ga galv�ni��d sh�et steel fi,S��'A�6�3 CS c�id re��led stee�s for si�e Gounty Administrative F'rovision� 107.3.4. The produet ne�t�d on this covers. 22ga galv�nized sh��t �teel.��`TP� R653 �old rolled ste�(�for report has be�n t�sted and/c�r eu�luated as summarized herein. b�ttom bass pars. 20ga gaivaniz°�d she�# steel::��.�i653 Ct�ct ikilltd ih6 A�GQF2[�At��E��1`Fi"FF6��E�f�����AGF��F�'h4ESE steef for top panel. Remauable �p �S�da cavt�rs s�cured w�h #9 Q-�2 R�PC?#�T��U�T ��.��T1°��t�P26�3�AL�I��a47`RJFt��t�A1��C9 sheet metal screw�. •• $ s• � P r e s•! ���L�F 1`li��i��AL{��1'Bi�C�t�t�E����. 6Cnockouts provided far ut�lity&ctanErai��nnectio�„5.�,• �UB�I'AF�1"I�,T1h�C�CFA`f"R: 1���'Aal. TIt��+6; W Prod�ct�v�Et���ior����tt�s�r�t� ShaIC f�ll�w manuf�cturer �peci�ic�tions as weil a� th� infcarrT�atio� Substarrti�ting dc�curnerrt�ti�n h�s b��n submitted tc� provide this TER provid�d herein. ar�d is�ummarized in the��ctian�below. �Struetcsra0�ngin�erEr�g��I�e�l��icrn� �'T�t1�TCdR,RL P��FC3����@��e Sfrtzctura( enginee�ng calculatic�ns have b�sn prepared which eva(u�te n�odels refee�nc�cf herein are �ubject to th� fol(ovring design lire�itations; the product b�sed on comparative andta� ra4iona( anaEysis tc�qcaalify the ASCE-710�xpasur�Gat�gori�s C� D. following design eriteria; Up fo and including 175mph(Vult)for up ta 2Q0'MRH*". HVFiZ��° Up to�nd incl�ding 170mph(Vult)fcar up to 250'MRN`".NVFi�"�° � ��laximum all�v�f�ble ur�it pane! wind pres�ur� conn�eti�n Up 40 2U6mph{V�(t}fior up to 56'MRN**.No�-HVHZ•"`EXP C int�grity �ro�and or I�oof�pplic�ti�n p�r in�tallation instructicar�s � P�aximum a3loevabl�uplift,sliding, &overturning meam�nt "`t��an Fdoof Heigh#�""High Vel�ci#y Hurrican�Z�ne for grc�und and re�of applications ��XICTI�l�C1 ����C��It1d �t"�55Uf�: Ga3cul��ion summary is incl�ad�d in this TER and�pp�ars b�low. NQl'E: No 33°fo increa�e in �Ifow�ble �tress has b�n us�d in the �����f ����C�� ����'� ���E� (a�D} design �f this product. tvticrasoft Excel was used ta carry out the calculations present in this r�porf. Sife sp�cifiic avind �n��y�is may praduce aiternate limita4ions provided maximum r�ted wind preasure is not exce�ded. li��l",�LL,41'IC3�= The praduct{s}Iist�d�bov�shall be install�d in sfirict compliance witP�this C�RIGIi�4l.SIG(VATl1RE D RAISEL7 SE6�l. TER&m�nufacturer-pravidad model�peci�i�atior�s, OR �IGIT°AL SEAl.REC}UIRED �E VAII� PER COQEe The product cornponents sh�ll be of the ma#eria( specified in the manufactueermprovided prcac�ucf spacifications. All screws must be ins#aNed €n accordance with the applicabie prouisi�ns � anehor m�nufiae4urer's published installation instruction�. Februa ' 1 201� ���1�'�tT'It�t��� �c�����tC����F t�SE� Frank L. �ennardc�,P.E., SE Si�r�ed by I�Ch�cked: Use of this product shali be in strict accordance with this TER as nat�d her�in. Se�fina(page f�r complet�limitatians and canditions of use. ENG(NEERENG EXPRESS�' C'aOt'd�n �6��tti�to, PE F�.PE#0(}46549 F�.GA#9� 5 F�.PE#��2328 ���IC���; �or�c�:c€rN�s pa�e ooEs��r ca�vva.��a�oRr�cNa�sr��aru�e a��a���vEe�sEa�: 'rf1IS C'.VB�U��10Ct IS V��fC�fftP'�EI rQ�1�Nl�E7tOC�E�S�}F'�'S�itf!St 4�iL�3���(OCr�48� IF TtiERE IS R DEGtTAI SfGNATUR[QN PAGE 1,THtS DOCU€�fiENT IS PART Of fi QIGiTA1.LY OE1 t�l@�tEtal pc���. SIGNED FIIE,SH�,U REMAIN iN DIGITAL FQRMAT&PRINTE[3 C�PiES OF TFtiS DOCURAENT ARE tdpT CONSIt}EftE�59GNED AND SEAIED.IF THERE 45 NO DIGITAt SIGNATURE QN PAGE ������: 16R TIiIS PAGE 60ES N�T CONTAlN AN ENGINEER'S 4RIuINR�5lGNf�TEJRE�SEAI„TNIS ����������� QQCUMENT IS A COPYfQRAFT. ��PS`r�qht G�2Q98 Engineeri�g E�zrss�? .`e:re�n;� Bennerdc PE,Inc.A!I Rights Reserveci The FBC 17 deffnes A6�PRQ4iE➢54URC�(Sea#ion 2Q2}as;"An ina�pencfent�rson,�tem or corpor�aan,approva�d by the bulding�fficlaS,xA7a is competeM and experienr:ed 1n the application o9 ent�ineeeing principles tp materiais,m�fhads ur syste:n�s�naly�sss."En4i�eenng Expres53 professlans{s meQi the coi�eEency r��uisemeMs as detiried in the F�3C an�car s�ai theEe x�rk.En�lne�ring�xpress�Es regufat{y engaged In con�ueflng end providin��t�gineasitig ea�aEua#�ons of cingte-ekement&nd iuli-sc�e building syatems tests. ,�i��t����G.B�`�1(�T`�P�� Et1�ICi��CB�1� ��E"���� � �'� a`� �3�4 .3 ��CTIC���2 k�E��[�U��F B�STA�L.P�1"E�t� �� �andsnser Uni4 �� , _:.-�.. Y �� l h � � � � ��\� .. r�� \ �,��,�� ; r 1 '� � ����� � , � ; � � � _ � � ' �,� `���"` � � ,� � � � � ��� �' , °�`��,� �°. . 'w-;� ���<������ � �'"; °fi�-[?C?1�1+3 C�tP � ''��' .,''f (GR�Ut�I�APPLICAT1t�hi} r' 'TiE��C�YVld GLIP .�' ASTt�A663 G6Q �Ivanized cofd (G�A�iP��,41����OF p,P1�L1��T10RE} Roof or graund � Tle-dowm clips.Se� 9 tabie�below far rolE�d�t�el Q.072"thick fcae�IE structure t substr�t� �,.f'` Miami 1"�ch GUTD 1"�wide and any specificati�ns cabin�t�tied down�t grou�d (concret�,�t�ei,s�� (Gt�edman�racket};fasten cabin�t length A�TM,A6�3 g�lv�nized st�el scheduEe b�ic�w} using(2}anchors per clip fresm �.�7°thick for afl cabinets ti�d d�wn ta� An�hor to Hast Structure Schedule ra�f structure;fasten ciip ta structure TI�-t?OWt�5T P&CLIP SGH�DUL� using�nchor from Anchor�chedule t� Table. Clip integrat�s into bas�p�n �o�t Structure Table and(2)#1{}x 31�" taa�f Roof Ti�-down Strap �ie-daurn slot. ��410 seff-driiEi�g�crew to fasten clip Cabinet Height� Height� WtL Clips per • s $tra s .to ur�it base pa�a.� Tie-dcaw�a.S�tra�a� ��c ��� � �k�} sFa� '�1����,eduE�T��s#�r c��p am��4. �or rcau�d applicatiort s�tie-do I� �around Ground 0 NA 1 s�•a•• �� `���e �cf�+�dule carre�por�d�ng to 6�'h��ght. AI 60'{80') 25'(35'� Z NA 2 eae:e• • aeosse 120'{150'j �'{8S'} 2 � � g ••s• • s • • 200�{zso�} 21s�{Sso�) z at�o 1 1`ie�rlown�tr��a&c�i�°r e;(for reaof ap�lir,�tic+�,s} • • • A ea• •• •• •ssa• �raund Ground 0 NA 1 Working l.eaad Limit{W�L}is strap's rrraeRai'��4Gt�-specjf�Q�@r�strap. R••s•• &�'(80'� 25'(35') � 2 400 1 minimum atrap width afi 1"is required fior,�il c�hin�ts. ..s• ...•.• �1,�2 120'(150') 60'(85') 2 400 2 �iips heights�hall b�adequate to fit SM�,y�tt�ip�ase p�n h�{ght.V�eify heigfyt' �n site. 200'(254') 12S'{15Q'y 2 2 Clip�sh�il be pl�ced at center on e�ach��de arvd equaliy� ��.. •••e•• Grour�d 6round p tyA 1 • �rass m�mber shall be�dded and fixed�"p roQPsg�nd,se�det�ils in pag�3...f. ��,�:�, 6Q'{$0') ZS'{3�'} 2 2 s• s s• e • o e • • C4,C5 1�0'(150'} 6tT'{$5) 2 SQO 2 •• s 2c?0`(25{}") 115'{15{}'j 2 6QQ 2 Grsund Geound � N� � *The vai�ae she+wn in p�renthes�� indic�te� th� F�1,�2,Q3, 69'(�'} ZS'(35') Z � ali�wable ro�f height in 170mph canditi�ns. i.e. 60" � {80') indicates �n allov�b(e roof h�ight of 64` f�r �4,�S,�fi 120'{150') 5Ct' 85'} 2� 2 175mph or�0'for 17Qmph VuIF. zoo°{zsa�) a.ss�{sso�� z z AN�Ffo�'��Ho�T°s tJCT'u����F���uLE AnchorTYpe N�#e:�Veriic�l Str�pprnp) Racsf Raof 1. Tie-down straps shall be wrapped �rc��and unit and roof stand rail, �nd Cabinet Ft�i�ht�Exp ti�Egtet* Ca�a�creta ijE"Min ijS„�9in sh�ll be tighfened usir�g tt�e buekle.�rovide two straps p�r€ar�if. C Enp€A 3, Psa Ste�I 1-4'6 2. Str�p rr�t�rial sh�ll b� either high �tr�ngth w�bbing �nd shall be A1urn camplianf far e�eri�r gr�d�us�If they r,.eantain pi�stic compon�nt�,p�r F��ch�pter 26.Or 1'wid�22g�A�Tivi A653 ste�l�trap�ecured wiEh Ground Ground A N A N A (2)#F14 SS sms to the bottom t�f the�t�nd rail. �I G�' 80' �5 � N A � g 3. F�r 2Qf? MFH N�n-HVHZ, use {2} metai straps; up t� 56" �RH 12(}' 150' � N A B B Expost�re�. 24�}' 250' 115 S N A B B Geou�d Ground A ht A N A �x,�2 �` �' 25 3S N A � a AneP�ar T ��s t�iiost SteucYuree 12€}' 150" 6�' 85 N A 9 B � 2�' 250' 11 I� p, B B Ground Ground A N R � q A.—114"ELCQ ULTRAGC?N SS�t Anch�r embedded 3"in 3,OQ0 p�i C1,�2,C3, �p� g{�� f� A B � concret�.2 1!2"from edge minimum. C4,�S 220' 150` N A B B �.—1!4"a20 UNC SAE Grade 5�crew min. 1t2"from edges with nut and 2�' 250` N A � B �v��h�r t?C}0.76" Ground A N A R � P(,4.-No anet�ars a I CDi,02,�3, �y $p� N A 6 g PP Y ,�5, 120' 250' N A B B 20Q' 254' (V A B 6 I6�AI�L�{7NQITIC}NS tT i�THE R��P�����iLl`PY�F TN�FERi�IT Nt,tLi��R TC}EN�tSR�TH�HOST�TFtUCTU��i��A�A�IE AF WI�'MS'CANt�itdCa THE RATE�G t/lT°Y,�ATE L,AND UPGIFT F���ES�l�SB'fE-SPECiF��D�5(�N.NC1 tNA(?R,QPtTY QF A,NY KiN�,�}CP�E�SED�R tt�FLl�D,fS QFFERED�Y �NGBME�Fd€h!G EXP��SS A5 T�TN�ItdT���l'fY QF THE H��'T�Tf2U�TU�E T�GARRY�E�9Gt�FC)�C�L��[?�IF��URRER BY TI�tS UNIT. EN6INEERI�G�XPRESS�I60 SW 22T"AVE.SUITE 1Q6 C�EERFIEkL?�EACN, Fl�33442 P�gt 2 �954�3�4-066QENGIN�EftIPtG�XPRE5S,C0[�I CopyrightQ2o;PEngfieerin�E�ress� t �rank�_Benn�rdo�'E,Inc.AEI RiqhFs Res�rved ��������t�'����`��� E�t�ir���r��t� �pr���° � � ��6���46.� ��r ����c������c�u� t �`'��rRa�s s�ri�-oov� YF�IC&�. 3-CUP �SEE AEJCHOR Ta HOSi �,r"' STRAP 8�LIP SCHEDULE ONFIGURATEOP�d `'~ STRUCTURESCHEDUl�E ="'��"~ {)R SEE C}ETAtC,0.� -�-''�~ ST S�EE T(E-DOlh�ht �h11At�f!TECN CUTO S�� _....._ --- - ... �TR0.P 8 GGER SGNEDt�LE � TIE-DQb"4�d STRAP�CIIP � � ` SGHED���E �RfltAP�I TEGH CU i f7 J f SEETiE-DOVRRd f BEGURE�,ET,4L STR.�-'70 _ / sr�.a��c�i�scH�u�� � ,r�sra��va,{2)��4 ss sr� f � CRoss E�§Et�BeR I `� /� � f 6D6i-T6A�UMINUM � �r` �NGLE 3"�3"1t6" � RO�F STARD R�ek PER SEP,�dATE ROC�F STAtdD F2J�EL EE�GINEERING �RFJa SEPRRATE I ��� � ���� �r������i�� I I ��s�r�� ��� e�zP��vc��-r �� �� s-r���ar�c� c��� �a�auT 5�1��4e.',`.5, �.A"+'1�'n' �A,T.S EtR�ti,TxCf:4Z�t !9e• 0 • • • Oi!• •!#•9i i i • • •• • ••i • • i • Y saw•�• es •ssaes • R f�i�• • • • •!!!i• ••11• s'CR j?S�M�S�BE�t " —����- e a a• �61•Ti Al.Ut�helJiffo s• „�_..----% ANGGE 9"X 3"1t8"• • �__. � ___. '— -�. f2QCJF ST,4N�RRI� •s.o s: •m e••i ♦a+s• �I � �-�-" �� P�R aEPARAT E •• •• �.6p!'�r's •o s o•s r— -��� �N�tNE�FtfNG e s�s�• e •� ^.a � • (2j#54 S"FAiNt�S� • __... _... _ __ � � � ,� � • S{T1 d1D SHE�f"'���• I C7. � �L�� �...._...��RE� ��__� f • ••��t���f'i��`v'f • ��' . �aQ�.Ct���� '�}�.. _•}��i�R• -"{ -1�p� f�.����gi'��� •• RC���A.N�Fif�ll� � L --- ---- ENGINEERING �£R�EPARATE EN G(N EERRN G A 1 �NE) 2 CLIP�C��IFIGl1 �IC7�1� ` SCRE�+��T C�tO�� P�Er�8EF2 S�:h'T.5 [�PRSLlREn' SCRLE.N.T.S. UETAIC VIEW � t�iARhi TECN CUYQ SEE �- TIE-DC1 STf2AP / B,�FIPSCHEI3ULE ��PAN � � `� (2}�10 x�� e� 6. `" 6�SE PS,N � SS 910 SMS ;��� ��= �,r—(2j#1Qz'r's`SS41��M� � C� �� a"SS�7GUVITH a� s o .'__.----___� (2}9�14 SS�tO St�S � � iNASNER�NUT v_.,_��,�,�.� (2��1� ,,�s.� .... ... . „� ,r' s�a�o sr� 'Ya"SS 410 V4�fTH s �q ,�. NJASNER$NU� � �.,..,._ GRQSS ftAEivl@ER `= sas�Ts a�ur�ir�un� CftOSS P�R�BER % ,...-!� FitvG�E�"X 3"1fA. b061-T&,4lUNkNUi�f Ai�f,raLE 3`k 3',trS" Rc`3QF STAtdD RfUL PER�P,4R�,i E E!�GINEERiNG �Cf2QSS NEMBER FRON7 VIEW p�CFtO�S P�SEME3ER SIC3� VIEW ��s�nai.s s�^rzaa�aer. � ��E:hTs s�cnv� Npte:4nstallers must ensure tha4 screv✓s used fa faste�the tie-down clips with the unit base pan da not touch th�coil preuenYing any damage. E�vGtt�EERING EXPRESS� 260 SVI�12T"A,VE.SUITE 1Q6 E�EERFIELD�EACN, FL 3�4�2 ���� 3 ����}��4-(l��?Q�f�dGEN�EftING�XPRESS,COM Ccz�y,FighEG2{�98EnaineeringExpressc� t Fr�nk�_Sennaec#o?c,Ino.Ail Rigdit&R��erv�cE �Rrt������1���°���r�� r���r���r��� ��r���� � `�� �16�314�Q3 ��c�rEca�a�u��c������c�Gct��.��������u�n���� F������tlte�h���2� tiA+e�ght R�saf R�r�f �ral Uplifk �vt� t�9ax f�� Uptifc Qutsid�[?im�rrsians Cabinet Range N�i$ht* hieight* Pr�ssure Bressure Force Owertur�s T€nsion F�ree (Ibsp F.�p C Exp D (Psf) (Fsf) (Ibsj {Ibs�in} (Ibs} (Ibs} �(En) iad(in) Fd$iet) 23.Q 23,Q 25.7 Ground Graund 43.0 0.0 175.5 226�.i 9�.6 0.0 A.2 23A 23.Q 25.7 162 �'�'{8Q'l 25�(35') 92.6 73.1 380,(1 797fl.2 3Ab.5 268.5 23.0 23.Q 25.7 120'(15Q') 60'[�5'} 105.5 54.0 437.2 9166.3 398.5 30$.6 23.0 23.Q 25.7 20Q'(25Q'}215'(150') 11&.3 93.4 4�5.6 10185.9 R42.9 343.1 2&.Q 26.0 32,5 Geound Ground 43.Q 0.0 252.3 4500.3 157,7 0.0 26.Q 26.0 32S 60'{�0") 25'{35') 92.6 73.1 543.2 13287.0 511.Q 343.1 Bl,�2 503-131 26A 26.4 32S 120'(1S0') 60'($5'j 106,5 �AA 624.9 15281.7 58T.8 344.3 26.0 26,Q 32.5 200'(250'}115'(i5Q'} 518.3 93.4 694.2 1698R.6 659.1 438.5 29.0 29.0 4Q.C� Gro€xnd Ground 43.0 O,R 346.4 6927.8 23&9 4.d C1,C2,C3, z9.o ze.a ao.o �o���o^) as�(3s�) �z.s �a.z ias.� zuoz.a 727.� aze.� 142-184 C4,CS 29.Q 29.0 40.0 l20'(150') 6Q'{85'} 1p6.5 8A.Q 857.9 24271.8 837.0 440.6 29.0 29A 46.0 2Q0'(250') 175"(150'j 115.3 93.4 953.Q 26968.9 434.Q 545.5 35.5 35,5 42.8 Ground Ground 43.4 Q.Q 442.6 4235.8 260.2 0.4 C?lf D2,E13, 3SS 35S A1.8 6Q'($Q'} 25'�35') 92.6 73.1 452.8 3i241.8 8�Q.0 ��9�'i* 24b-3Q& D5,Dfi 35S 35.5 41.II 120'(150') 60`(85'} 106.5 84.Q 3096.2 359�1.1 •1012.1 �'.�,Se1• s s s s•• 35.5 35.5 41.8 2Q0'(250')I15'(15D'j 118.3 93.4 2217.6 399 �� 24.7 •g?�7.4 •• • •�s*�• •• l�Q�1i • (�l�t�. i i i�!• ! • • C�Icufations p�rformed according to the i�f�rmation provided by th�cfient. e.,s . . :'••+; • s • • • s..• •. a• ••a•. • s •w•eme •s�• sses• • s r • •• +a •+e• •s�se• s ff��.�EL IP�T��F2i1�1°�l.l�P�a$RY e.a s a s s A • • s . • . • • ..�..� �..�.. � ��` �0���` �OCi26P1��� �O�f'� �OQ�* � F6ZQ@9��0 • R•�s•a �ab6n�t Hei�ht ##eigk�t Stea�spit�g Chassis M�i�ht Hei,�ht St�'�'ppir't� �"•�", " • Ex C Ex F? Re uired Ex C Ex f� Re uir�d •' ' �o�����} 2s�����} �� �a�t�o�) z��{��°� n�o �� �20�(���°� �a�(��> rvQ� �i ��Q�(x��) �a�{���� n�o zt��(2�0'} ��.s'(�.�o�l �vo 2�'(��o�p �1��(��o�} r�� 6t�"(8Q'} 25'(3S') Na 6Q`(�t?`} 25'(35`j �!o a� �2c��t��o�} so�{s��) r�o c� �2ot(��� �o�d��} �v 2�a�(�s��) zx���i���) rvo 200°(a�a� sa��{x��} r�a 60'(8�'� 25'(35`j No 6Q`(80'} 25'{�5') fl6o� c2 �zo�t��o�} so�{�°) �� c� zzo�(���} �o�(ss�� �vo z�°(2�ot) ����{ss��} �� zoo�(2��� 11��{zso� r�� �o�(�t��} 2��{ss�� r�o s��(�a�} 2��{�5�) �c, ea �2a����o�} �����) ��� es zz��(��o�} ��{a��} r�� z��{2���) a��°(isot� �o zc��(2s��} ��.��(Zso�� nto 60`(£3t}') 25'(35') No 60'(�#0"} 25'(35'} Ncr �x �a��(s�o�} �o�{s��} rvo �z �zo�(s�o�� so�{���} �� ���(2�ot� 21s�{�so�) �� 2�0��Z�a�} z���{2sos� �� so�(so�) 2�!{3��} �o so�(so°) 2s(�s;) �o �� �20����o�} sa�(as�) rvo a.zo�(a.�o�} so�(s��} �� 200��2�a�y ����(�so�} �� r�� 2�0�(�s��} s�s�{z��� r�o 60'(8{Y} 25'(35') No 6{3'(�{J'} 25'(35') Nc� �s �ao�(s�a�] �o�{s��) r�o �s 120�(a��� ��°{s��) �� 2IX)'(250') 115'{250`� No 204'(2S4'} 115'(150'} N� E(�GIN�ERINC;�XF'RESS� 160�aV+/12T"AVE.SllITE 106 C}EERF[EE@ �EACM, Fl.33�42 P�gE 4 {���}��4-Q�i��}�IyGlt1€ERINCa�?CPRESS.CCIM Co�ye(ght�2�1&En�ineeeingE�ress� t Frank t�.Bennardo PE,In¢R!1 Rights ft�se!ved t :�t��i�����.IT`���T`�h�� ��1�iCt��C�t1� ��pr���� � T"� �'����1� .3 ���I����� �i��R3 aE47N� t�m�r►� idY I C? M �.� Am�n� 1M t D H �_.� Arrta;rt� W![? Ft �ad�l (�o. {in.} {in) ���I��t h��de!N�. (in.} (in) ��b���t M�d+el[Vc�. {In.) {�n) ��binet a��,�jx�so��� ��.ao _..��.7� a� �sx�soz�7 z�.00 sz.�� �z a,sz�soza� �s.�o �a.ss �� A(S,N)X130241 26.90 27.5fl B1 ASX16fl3CI1 29.00 36.25 C3 AS�1603Q1 35.50 34.63 D2 A{S,P�}X1343Q1 26.t�fil 27.5C? �1 A�X160381 29.R0 38.25 C6 RSZ164361 35.�i0 4(}.00 C}6 A(S,N}X134361 26.OR 27.50 �1 ASX�60421 35.50 36.25 (�1 fi�Z16C?�21 29.00 36.3� �5 A{8,N)X130421 29.t}0 36.25 C3 A�X1G04$1 35.50 96.26 L5 A�Z1604�9 35.5Q 34.63 D2 A{S,N)X134481 29.00 36.25 C3 ASX160601 35.50 3�.26 R3 ASZ160F>{�1 35.50 A�0.04 D6 A(S,N}X1346U1 29.00 40.00 G6 A�X16�691 95.50 3�.25 �5 A�ZC16Q241 29.OQ 3�.25 C4 A{S,N)X130611 35.50 38.25 t?5 ASX96Q311A 29.00 3�.25 C3 ASZC16{?361 35.50 3�.25 C13 A{S,N)?C140161 26.�0 27.50 �1 F�5X160371,0. 35.5fl 36.25 C�1 AS�G160481 35.50 3625 D3 A(S,N)X140191 2G.CtQ �7.5fl �1 ASXC1�Q361 35.60 3825 D3 ASZC16Q601 35.59 3�.25 Q3 A{S,N)X140241 26.9Q 27.69 81 �SXC1804�1 36.50 3$.25 D3 A8ZC180361 35.50 3�.2b C�3 A(S,N}X1A0251 26.00 32.5D 62 ASXC1�0601 35.50 38.25 D3 �4SZC1804$� 35.50 3 D3 A{S,N)X14Q301 29.04 32.50 C2 AVX�200241 35.50 88.25 D4 A8ZCI�Q�Q1 +35.54 3�;� ` D3 •• ••. • A{S,N)?C140311 29.OQ 32.50 C2 AVX�20Q361 35.54 38.25 D4 I�tVZC2fl0241�' �.50 �b'.2 � !�4 " e A{S,N}?:144361 29.d0 32.5� G2 AVXC2004�1 35.50 41.75 D6 ,4VZC2043�&�$ 3�.50 41.25 • R� •s •s• s A(S,N}?C140371 29.00 32.5Q C2 AVX�200601 35.50 41.75 �6 AVZG2p04� 5.5Q Q 25 �6 :s ••s e A(S,N}X1d0421 29.04 36.25 C3 A(�.�'i,N}�.T1441�9 29A0 34.50 G1 AV�C2a06�9►• w3�.50 43t�5 : D6 •a •� • A(S,N}X14Q431 29.40 36.25 C3 A(S,N)Z14Q241 29.U4 34.5Q G1 �(S,N}�14{#'h9+ • .QO .3{? C1 "s •• A(S,N)X1444H1 35.50 36.25 C}1 A(S,Pd)Z140301 29.Ofl 36.25 �5 A(S,tJ}�14 '29.00 34�a�0� C1 •e •f s e A(S,N)�{14t3601 35.50 3�.26 �5 A(S,N}Z140361 29.4fl 36.25 �5 A{S,R�}Z14{�131 .50 .69 �32 •i• AS�C16Q241 29_{?0 32.25 �2 A{�,N)�140421 35.50 99.75 D6 A{S,N)Z14Q37 ar35.50 ��Q� ' Cb6 e s A8X�16�361 29.C}0 3�.25 �2 f�{S,N}�14t3�481 29.0� 36.25 �5 AVZ{�1�02 �.QD ,2 C5 a ••` �fi}CC160481 35.54 38.25 �1 A{�,N}�14QA91 35.5Q 34.50 D2 RVZC1�0361r4 �9.flQ 3��5 G5 ASXC16t?641 a5.5Q 3�.25 D3 A{�,N�144601 35.50 34.5{? D2 AV2�1804�1A 35.50 35.25 (�2 ASX1601�1 29.40 32.25 C2 A�Z1601�1 29.Qfl 36.38 �5 �V����9601A 35.5 38.25 D2 VV .--' �� ` °��� ,r � '�' � �:�k. Not��T'he rnodei numt�r�c�n thi�p�g�en�y �,r� � '�� ` be follcaw�d by up to hv�{2�aiph�numeeie ` �� � cMar�cters.Those cha�acters wili no4 affect#he ; .�. �'- ° structurai perfprmance,since th�y refer to Note: Iliustratton selected for dimensionai purposes 3 j � min�rlmajor eh�ng�s not related tca the cabinei , � �trucfure. F� ? � ' � ,,-'� �; M 4 l� � � E�If�tT'AT9O1���G�R��ITtt�M1l�t)F U��: Use af this produci shall be in strict accard�nc�wifh this TER as noted herefn.The supporiing host striicture shall be desiqned to resis9 ail superimpased lo�ds as detennined by others an a sit�s�ecific k�asis as m�y be required by the AuFhority Having Jiirisdiotion_Nost structure candifions which aea not acoounted�or[ia this praciucYs�espective anch�r schedule shall be designed For ar�a site-speeific b�sis by a registered pro�essic�na!engineer.R7o evaluattan is offered fc�r th�host suppprEing sir�art��re by use af ih�s dooument; Adjustment factors nat�d heeesn and ihe appl7cable codes must ke considered,lvhere appiicable. AI=suppo�fing cc�mponents which are�erman�ntly iri�tallea staali b�protected agains#carrasion,cantaminaffan,and ather sucf�damaqe�t a!I times-Fasfener=n7�1st p�netrate the aupporting niembers s��ef7 th�l khe fuii(enqth of the threaded�ort�c�n is embedded within the main member.'fhis evaluatlan does nt�t affer any eval�ation ta tneet Earc�e missile impact debris requirements 4a�t�ich ty{�icelly are noE mquired for Ehis iype af peoduct.A!i of the��ind resisting exter€o=panels,indiu2civally m�et or exc�ec�their capacity ta resis#the desigr��vind 4aads as stafed in the calcula6ons as requir�o by ih� Flaeida Build€ng Code Fifth Edition{2014}. Dua to the ir�defeeminate netur�oi thes� unsts,diste�rtion ar�d detlect�ai�cann¢at be accura€�Iy�valu�ted,but with alaphrac�m aa(ian of extern�l cornpanents and internal s5ffeners,the base uni[has Lhe cap�eily ta w�iftzslanc�these farces with individuad externa!parts bei�2g co�iained_ Ye�dy in�pectic�ns,durinc�equipn�ent maintenance or etter e namEd storfn;al!scre�rrs,cabin�f cart�panents,clips,anr,hor,bo�ts,s4r�ps and eak�les are(a b�veri�ied by Ehe AtC cnntrectat. AIi darnaqed e�binef c�mponents,ioase,o�r€oded, trroker?scre�nrs or anehc�r bolts sh�l,bc rep(�aed tQ ensure struct�ral integrity for huericana�vind torces. �iVGIt�E�R!(�G �XRRESS� 16C}SW 12'�'AVE.SUITE �Cl�C?EEftFIEk.D�EfaCN,F�33�4� ���� � ����}}���a���Q�NGI�IEERING��PftES�.COfUt eap>frrghtc�2e78Engineerina�n�rress9 t Frank L.E��nnarde FE:Inc.A(I Rsc�hts Reserved �� � �t •� .����������� �w� ��: � � �., 4 � I��i�r�i S�c�r�s Vi��age { �{ �� � ����� � � �� 6 �.� � f ,, � � . : , � �� ' r� t ������ �__ _ _ _� _ � 10050 N,E,2nd Av�nue, Miami Shor�s,Flarida 3313� .�°''� ��r ��e:(�os)��s�22o4 F�x:(�os}7s�4�s�2 .��- INSPE�TION L6EUE PH�NE NUMBER:(305)?62-49�9 � � �� '�- � lVt�ster Perrn�t RE�. ��-� � �-�'�` �-����""� IT LI I s��P���,�� ��. ��UI�DINC� � �LECTRIC � RC}QFiN� � REVISIQ(U � EXTENSIQN �RENEWA� ���ur����� � nn�cNa�i�a� ��u��ec wo�Ks ❑ cr�a��� �� � c��e���a-ri�� ❑ s�o� eo����c��� c���wi��s �e�g����Ess: 127� N� 97 ST CitV: Miami Shores Caunty: Miami Dad� Z� Foliof Parcel#:��'����-���°"���� ts the�uildin$Hlstorically Designated:Yes NO Occupancy Type: Laad: Constructian Type: Flood Zone: BFE: FFE: c�w���:�vam�{Fee s�mp�e�r����h�ider�:Victori� Viilega� Pno�,e#: �?�� — `�� �`` ����� Address��27Q i�l� 97 �T City: MIAMI �NUR�� staee; ��- zip: 3313$ T�nantf�ess�e Nam�: Phone#: Emaif: �� �"�� ���'1{� � ��tJ��tv��C. � ��.. cc���°�acr��:co�,���,y�a��: QUA(1�EG �Q�.F' Pn��,��: �05-�46-92E�9 �ddress: 7550 W 2 ��' c�ty: NEALEAH ��at�: FL �;�,: 33014 Qualifier Name: EClC �fJ4�t"1C�t��� Phone#: State�ertification ar ftegistrati�n#: �'�G��4'��7� Certificate of Camp�tency#: DEStGNER:Architect/Engineer: Phc�ne#: Address: Gity: State: Zip: Va1u�of Work for th�s Permit;$4��Q SquarejLinear Faota��of Work: Type c�f Work: ❑ Addition ❑ Alteratian (� New � RepairjReplac� ❑ Demc�lition �escriptian of Work� �XaCt A/G Ghaftge C}Ut Specr` culor Q�`��l�r thc�u �til�. Submittal Fee$ �� ' � Permit Fee$ CCF$ C�jCC$ Scannin�Fee$ Radon Ee�$ � e DBPR$ �°�-,��r__Notary� Techr�ology Fee$ Traini�g/Educatian Fee$ Dauble�ee$ Structura!Reviews$ Bond$ C� �.-�� � , �'� �`;� f -ec��a���€�ow rau�� � ��� �-`� {R�w�s�do�/��/zos�� `Bondin�Company's N�me(if applicable) �onding Compa�ty`s Address Gity �tate Zip Mortgage Lender's Name(if applic�ble} Mortgage Lender's Addr�ss City �tate Zip Appiicati�n is hereby made to cabtain a permit tcs do the work and installations as indicated. 1 eertify fihat no w�ar�or installatican has commenced priar to the issuance of a permit and that all work w�ill be perfc�rmed to m�et the star�dards of all laws regulatirrg construction in this jurisdictian. I understand that a separate permit mus� be secured far ELECTRIC, P�UMBiNG, SfGNS, PCJC7�S, FIJRNACES, BOI�ERS, NEATERS,TANKS,AIR CC?NDITlQNERS, ETC..... QWIVEFt`S AFFfDAV1T: I certify that all the fareg�ing in�t�rmati�n is aecurate and that all wark will be dcane in eamplianee with all applicable laws regufating ceanstruction and zoning. "WAF�NINt� Tt� QV1lNER: YC)t1R FAILUR� TO R�CQR[? A NC}TIGE Q� �C�It�IV1EIVCEMENT M�Y RESUlT IN Yt�UR #�AYINt� TWIC� FC1R I�IIPFtQVEMENTS TQ Yt}UR PRUP'ERTY. IF Yt�U INTEND TO t)�TAIN FINAR4CING, CC)NSUCT WITN Y�UR �ENDER �R AN A O�NEY �EF�6tE RE�OR�lNG YOVi'0 /MQT�iw� l./(` ir4.//YIIXIENCEIVF�IYT.11 tYotice to Appfieant: As a ecrndition to the issuance of t�buttding permit with an esEimated vafu exeeeding$2SG?�, t6te appficant�must prorrrise in good faith that a copy af the notice af commencement and construction li�n law b��hure wit(be delivered to the�aersc�n whose prc�perty is subject to uttc�chm�nt. Afsra,r�certr`fied eopy af the recorded nc�fice of ec�mm ement rraust be posted czt the job sil�e far the first inspeetivn whieh occurs sev�n (7) c�ays after the buildr'ng permit is issued. t abs�nce of sueh pQst�ed notice, the inspection wilf r�ot be appraved and a reinspection fee wil/be charged. � � �t, �• � ��.� � Signature `'���`�✓ �- �� Signature CJWtVER t�r AC�E(�T CQI�TRACTUR The fore�aing instrument was aeknawfedg�d laefore me Chis The f�regoing instrument was aekno�rledged befo �me this � day of ��1.�� �20 � by �. , ciay c�f < � �� ,20�� , by �t �� �� l�0,� � � who is persanaily knc�wn to �t �� � ,wha is personall known to � � me or wh�has produc�d �����,� �� � as m�or vaho has prcadueed as identific�tion and whc�did take an oath. ider�tification�nd who did take an c�ath. NO'TARY PUB • NQTARY RU�LICe Sign; Sign: �� � � �El„L�, Print: Print. ,i„'fir,� YAR�A,C>`lT G �A�EL.I�A = = Cc�mrnission �CG 2t�tt6 Seal: .��PR���r ;�� � `�;�Stat�of Florid�-Notary Public Seal: �`�e,�� ��� My Car�mi��ion Ex�ires - � Cammi��ian #GG 219116 �" «<<�,�� �vt�y 17����2922 �°: r,��o ft�e, My Commis�it�n Expir�s °�rr��s�,�,�� n�ay a�, 2�22 ����*��� � *�:��� �����*��*������������������*����������*��**�**��:������*� � � APPR(�VED BY � Pla Examiner Zoning Structural R�view Cierk (Re��seaozl2�/aa14> Pz•c��erty Search Ap�lication - Miarni-L�ade Cou�t�� I'��� 1 of 1 ,������ � r�� � `� :c� � �' . �..,��. , � � , . . � � �' �U C11 CTl�1�/ R��3 t�t� G�nerated On : 7/34/2Q1� Pr�perty Inferm�tion ��y ��,� §��� t ,.,,.'�.,'� 3.�,,, �;,�.; FOIl� i 11'32QrJ-QO9-O560 � � � �,� � . _. ._ . _____ _...��.._......,_..m__m_ � Prop�rty Aeidre�so 1270 N�97 ST _..... __ �� „ ���" �, ��� � ,� `���; �-., \ ���Y� �'#',�� ;MiamiShar�s.F� 33138-2560 , ,, : ;" �, � ����� ��' 1 � � ��� ,.:.� � �� _��_,�_ �� � __. ..e�.�_����_�_�_��k __�__�__.,.___....�_...__- ;;� � � � �� r<�: C�wn�e �Ct�MILC'3 V(l���GAS � �� ��� �: ,v�c�ro��a vi�����s ��� ��.��,.��� ���' ' ,. ... _ �___..�� _____ .. ____--___�_w , 1270 NE 97 ST ° � Ma�Iing Addres� � ,�� M[AMI SHORES F�33�3$USA � ����1�„ '�� �r�jl��a Yu.�r� __ _.._.__ ._ mm�..._�..__.._. _ . ,_� _-____._.,_� . ___ _�___.__.�. � ,�,���ti���; � �Y ������`� PA Prim�ry�can� �1400 SG�FA�ILY-30C?1-3250�Q � �'� 'f�' °�-��� _._____________._ �__-------__ _ _.... �,_,..__.. .�.__m ___>>._..___ ��re ;01Q1 R�SIDENTIA�-SINGLE : ���� Primary Land Use ; ���`* ��' ;FA,EI�il�`�: 1 UNlT `�r � � " � � ,. .� tt � �����"� �t�� �eds f�aths t Hal# 31�31 Q „�� � � , � �� __... ___._ ___.�.. _ ______ � � �� � � ' ` _ _..�,.._.. .._____.... _._...... ..._......._ �. ,,,, Floors � �1 �� �' 3•- � � � _ .�_��m ����m. .� �_���m�.� �_.__� � _ , Ltv�ng Unifs €� � �.�,b�, ��„ , s:� �,���� � t��tua�A�ea _�� __a__�.���� �3,Q83Sq.�t ___.�� , _n_._.w..�__�_ ; t. � �.�. � �_.e .� r��_______.____w._.��.�... 3,>� �� . Living Area =2,3�4 Sq.Ft �H� Adju�ted Area �� ym�� 2 685 Sq.Ft m����� � Taxabl�Value Infcarmation � �__��,� ._� __ ��._�,___.� � m�_����__._ 201&; 2017' 2016 Lot Sia� �9,537 5 Sq.Ft _._._...__.��_�. : . __ _._ __..�___ _ _��_�_�_����_�__._..�.,w.�wa.���meee� �,,�������_�.,.�N.�.� �, e_m�s�._� �____,.�____��_� Year�uilt i 1950 �Q�n� Exemptron Value �Q $0€ $Q � _�._.._., _____._ � ._ .__ __ ._�,. ,. As��s�m�nt Enfta atiean Taxable Value $589,6694 $575,148( $554 46Q . .___ _ _ �__. �____ �.�_ ___ _ ,�. ._.___�. _ ...__ _ Year , 201�( 2017i 2016 SchoolBoard _ _____K_ __ _._�.._ _.._.. �, �,__._ �..._.. ._._ ___�_.rr �_____ �,,.� e............ . � ._.�, _ _ _..... ._,,._. ......_..... ..._ __,,..... ��nd Value $343,�39; �343,639� $319,831 Exemption Value ; $Q; �U; �U ..... .. . _.n...... ..............m... .,_.�_..,,,.y..__..,..»...___....,e._.....,.,. .....,a,�.d..._.._...... . . . a.��.„. ...�_,,... _.....e., .,...__.....,..... . .. _......�.. .._.,...._..... _..�v_.�__ . . . ..._..... )i .._........., . ._....,.�...,. .i .. ._._..... .........._...... �uiiding Vafu� ; $245,006, �23Q 480� $233 595 Tax�ble Value ; �5&9,6691 �575 148 x �554 46Q __w_�_��__ ... ._____� .._..�_�.g .. _.�..._�_._..._��___�_....�..�..._� T. .. __ . XFYaltae i $1024i $1029` �1034 G�ty __...__. .. �__.w . _..__ _�: __ __ ____ _.._ _...��_.,..___. .�.,...�:; ...............�::: ..,.��.:. ............:.:.... .... . f_....._..�. �.........._. RAark�tYalue $5�9,669� $575,148; $554,460 ExempfionV�lue � �C3� �UE $Q m. . ._�.,.. ______ _. _ _.� � _.__._ ;�._._.m.__ ,y._m__ w___v�____�_. e__�_ _ �. .�... � ,�--.� Asse�sed Value _._ ___�589,669' $575,148� $554,460 Taxabl�Value ! �589>669� $575,148 �55A,46Q __....____._. . _._ �__. ...,. _,__.,_.��___ ..._.__...__. . _,.. ._..._.. __. _.. Regionaf ��n�fit�inf�rmafiic�n Exempt��n V�lu� � $0 �0 �� ; ___. __. �___. ____ _ _._. �.._.. �0 _ �. �._.. Benefit �T e ; � .__ � � i YP 2018� 20173 2016 T�xabl�Value ; �689,669{ $575,1ik�� �5�4,460 _ __..........._-____ __._�.����e_�.. _.__.M_._..:�m__�_____..e�.w..._.t _._._..m._.._. ._�_.�......__....�� �.Kn , Note: Ne�t all ben�fits are appilcable to ail Taxable V�lues{i.e. Gounfy, Schoal�oard,City.Regian�l}. 8a(es(nfUrmatit�n Previaus Sale � Price; OR Book-Pag� € Qualificafiion D�scription Sh�r���gal D�scription -�m� ��-m-�. �..._�__����.______._.w___..___�..__�.__�_.�__ rt 11t2312015 ��`�720,QaQE 29867-3887�_���Qual by�xam of deed 5 53 42 �...�.�����___�_��,�___�_�_�__,�__,_�_�_,,,_,,,��_,_ __,_� _ 06IQ412CT15 � �55&,Q00� �9639-3635 iQual by ex�m of de�d ��� EARLETON SHORES PB 43-80 ���_� ���� �� �` —� �__ � _. p4/0111996 � $210,000� 17156 2050 S�which are quaHf�ed LOT 13&E12.5FT B�K 4 �------W--�_.___� _ . .___ .�____. . ..._..___ �,.._. _.__. . ___ �______� --.---._ - _— 06101f19&8 � �15$,Q00� 13710-Q6Q8 �Sales whieh are qualified LOT 14 LOT SIZE IRREGUL,4R The Qffiee of the Property F�ppeaiser is cpntinualiy editing and updating the tax rolL This website maX not refie�t the mast cure�nt infoemation on eeeard.The Prop�rYy�ppraiser and Mfiiami-Dade Caun4y assurrt�s no liability,�ee fui(diaciaimer and User Agreement at hEEp_tlwvav�r.miamidade.govlinfoldisGaimer.asp Version: �ltt�s:r'It�-�u-c��.nl�amidad�,�;ov/�rc���rt�t�e�rel�l 71a01201� r �� e�r� c���s�� � a ����v���,a c-e � r. �E�E��t,, �L �sa��. us � � ��o�� �4s-s�os ��' ����-. �t� ����r . � � :�t;,�:.s�� �,, , �cr��pa�quam��.n�t w� .qua��c.n�t �I�,�,"�� ����'�'C� Vicic�ei�10iil�gas � Vict�aria Vil[et�as 1270 N� 9�S� �270 NE 97 S4 � Miami �hor�s, �I 3313� Miami Shor��> FI 3313� ������� C���� ' �"��`����� + " ������ ����' �������� 1329� ' OTf3012G18 $4,2�0.00 07f3012€�1� Du��n receipt ���t�'�T�� f� ���� ;����f�� L - -+M�#� 1 4,�00.00 4,20Q.00T In�taliation e�f N�w 1.5 Tan Amana Unit ASPT25B14 A�X1601�1 lnclud�d: -Pr�4grade FIu�hlTr�atm�nt -�ity P�rmit -�lectric Heater � � -�ir Filters Make checks payab(�to: �U�TC}TAL 4,20U.Q0 C�ua�ec Cc�rP T�X(0°t�) 0.00 7550 UV 2nd �T �`C?T,�L 4�,240.Q0 �fial�ah> Fl�rid�33014 �A�ANG� DU� � i � �� � ���� ���,t� ��� � ������ � ,�� �� ���, `�'�,;,,�,����-�..�-� � E�`�����i ��e��-� ��' �D ��.�� ; i REGK S�CtTTr�C}VERNC�R Jc?NATH.4N Zd�GFiEM,SEGRET�RY � � �I�Clt`�� i � � i � �4 1 � �T`ATE E�►F �LC}�tt��► ; � �EP���TMENT t��' �t�S1�E���������+�FESSIE�N,�� �t�GU1�4�I�N � 1 x �� � � ta�t. ����`'1 x tt���" �"`�,�y"`�.,�`'+k?� � � N�TE�'U��� � �F � ����� � �Ii� �Q�R� e t�,t� g �. �, ie� n��`l;�t}����r� . tn��'2 �,1. `� . . � !�� I'TI�L.B—(AI V t �, a �:4>.�c} �S�tk � � v, .�,. ��l'��.� �y � �� f#��, 11 .�� � ���� � '� ���.��R��� � � � � � �a��.?'��\;�� ; `�a'.�k � ax;�� ��� .ta�a +��:h. E F�RC�1�1 � t ������� ��� ����'�� �����°���1T� , � ��� ���?�1 � �#�asi �h>��;}1�A�1 tlY � ..� a���^ ��� �'��1Ynzxx..+`�t� � �� ������`���s3�, �1`��t� � E �j�4��� ���� ��� �c�� � � ��� �� ����� �'�` � c� t � �i� S �I����� �������������� �����'��� 4��r,��1;z ll i �? � �� �� '�u,� i � ���*t '���n � � � �u��, ,�� { t t�)����u � �?F����� ,�`��� 1 �� � t� r �����` ��w ����� rYza a t���Z ' } �i�t,�.l���'a`���x � a C � ; : . �a`�:,-u4tici��'��i����t������ a ::c � ��l�Y� �t �����,\�;� f . �����,���� � ������ � `� ��3? :� s��a ti 31'�� �'' s � t . � ,; ��{�:���f�te��,�����.�, �„�� ��� � ��a�Z4� ���.�`� �. z t �i'����@ � \ �Y e';is�v',�i�,a� t�s � `��j� a 1���5� . � C`t b i 4 4 t �� < ��, � r �'t��?�.7�ti1 �S t �� y �.`Y�,i i �`l'�t k \"i��,nn`,�s�3�Ze ����<�:st?�*�t�r��������;,��������i �,�,� i,E� . � � ���� � ��1l�s�k �ti � t'1 � J W. ;�. � �f 'ti\ �„ ���§s�? ��a4�;�F�fS', k�� i �...�a��,Q�.�s����1��� � 1� �,ttl$'�4�'3��tit<c y`` � � �� h ��, � � , �� .� 3 ��� i � R ��E�fP'1� Tt��� �.�, ;,��� � ��� k �. � �� ^ a,� � ���' ��9.,�t'�2t3 ( j Always verify lic�r�ses c�r�lin��t MyFlc�ridal.icense.ccrm 1 � � � � �� � ' � . ��a ncat alter this dc�c�rn�nt in arty fc�rm. � �� � � I� .�'�. � This is ye�ur license.Gfi is�tr�l�vuful f�r anyo�t�c�t�er�han the lic��s��tc�use this d�c�rrnent, � ' , �..,. _...,. .,...e . �_.. ... .._a _ _. .,,. ._.._.,. ._� ,. ..a�,._, ..,_.�. __,.,_ ,..... . ..._��._ _.,...,��. .. .�,...� ..�,.._ 4_.. .. .... .. ....,. __. e , � ,� . ; ������,��� �arr�i Sh�res�iEla�e � ��ildin� �eparte��nt �.e. �.,,.� �.OQSQ tU.E.2nd A�er�u� _ I�!to�mi Shores, Flar�da 3313� ��� i%��`� h,:p:�� ;. T'��, �305j 795.2204 F�xa(305� 756,�972 1 C I � 1 7` PE[2 El' E1 �E�: � �'h�s�F�rr� r��s�acc�r� LL�ir�car�dit�c�rair��r�pl�c��n��t per�it��g�16c��o�r�sm Each ��it char��e-c�ut must be can its a�n d �et. Itiple units on sir�g9e sh�ets are nc�t�ceeptablee �"� ��� .1270 97 1� ...• . . t)�'9�C� 5 F1�C� lRP4CIf ��6Ci�t�B3it��, a� s�w_� -•o•s s ° �313� ` ya B�m res ��u�ety: [�iiar�ri�ade Zi���d�` :...:. °. ...... . ...... . •so•r• • e • •�f��i � �� � �O • • ••i• ! •• !6••! TS IIST� PL�° tT'FI FoEe .A INI 83 F��� ELE�l4i1�� . . ..�..' � `; �G�PY���'FfE���il'RACI'9S REQtJI�E� 6`TI�All Sl�� ITAek�►•••` `••'•� ••••.. . A�9RI �a41�A SHEET RE I�IRE� •••••• • • . . . . . . . . ...... •sees• Ch���e d�sca�r����ir��m��r�so YES❑ �V�� AEtli6 Shee�Att�chedo YES � NQ � ��p�[r��,4�t�;,h��;�ES [�•••� . . . ' .... EJ�dIT'�EINC REPLA��H3 �A"SA fVEtflF�ikVtT ��: I�I�N t1 F�CTU RE R AtNANA � AHU car PKG. UNiT(WIO�EL# RSPT25�14 �, � �' CQND. UNIT MC}DEL# ASX16Q981 Kt�t HEAT 5 �,���:�� �... � NO(�TO�I� �� �� , `� �a�� ��� cu�� ��� z� �n.e.a �r�u�4 cu�z�. ��� , � �NU��j CU� PKG �}�I.Q.P ,4NU� CU PKG � ��' �� ��`���� � l�H �� cu?�-�PKG � 3)V�tTs AHu u�'�'KG ,�, �� ��, ' ��� ��,���_ PKG UNIT j / PKG UN�1' / ��,�„�,, � `��°�� �`'`� " 10 EERjSEER 16 ��� ���� l�ES NC} REPIACIt�� DUCTS �°ES � �'�<�'�� � YES N(? REPCACING 1'HERM�STAT Y�S !�C} �� �� �,..,,�.�� �'� � �.. �;��, YES IV(� t�EW 4"CC?NCRE1'E SLAB YES €�Q �',�`"'�`� � � VES N� �VEVd R(�QF STAN� Y�S N€� �� �� � ��� �,w,.� n�� YES €�0 NEW RETI�RN PCE(�U(�i BOX YES �i0 � � ��� , ��<-,�� .:'� ,�` l'$A�SL?i�rhi\�.'.�dt 10 �linimum�ireuit Amp�city(t/Gfire Size}: �� ��� �°'�`��� � 2. f�la�im�m Qvercurren� Frotection (Fuse/�reaker Size}: �� 3. �t�€�a�e af Circuit (20$/240/48Q}: �� 4. Size �isconrreetir��IVieans: ��n�ra�tor`s C�rrs��c�y�{arr��e �tll�C �C)�� Ph�r�e� aC�5�4�9 1 � G12499�63 St��e Certifie�te ar fte�istrafiio Certificate c�f�o�petency No. ���,�� a , �� �1��'1�$Ci�� ��� ��'��a t � �"`��� .�,�3=.� ��xs;� u e turep (REvisedE12j24J2Q1�k} �it �'� t I �"`., �� . � y�„-. �� � �� � ..,�y � �':�:. �� ��'n.. � � . .. � . �. . . . . . . � ,4HRI Certified Rsfer�nce Number:8245655 DaEe:Q7-3Q-2098 Model�tatus:Active AMRI Type: RCU-A-CP Series:RSX96 C7utdoar Unit Brand tU�rne:AMAR1,0. Outdaor Unit Model Nun�ber (Condens�r or Ssngl�Package):ASX160�81 F` •••• . • �....• .....� l��datar Urrit Mod�E NumEaer(Ev�por�tor andlor Air H�ndl�r}:lkSF'T25�14A* �•.'� : . • .� .�•... . 6��gian; AII(AK,AL,AR,�.GA,CO,CT,C�C,DE,FL„�A, H!,fC},I�;IA, IN,KS,KY,LA,M0.,�D,M���shi,�v[N,fv9f),i�S, •••••� ...... . . � P�T,NC,ND;NE, �IH,NJ,N[V�,NV,NY,C}N,OK,C?(�, PA,RI,SC,SD,TtN,TX,UT„VA,VT,'•�7�,��WL',VV(,VYa,U.�. �••••� • . . • . �@C{'ItQC1�S} e s�• • •• e���• • •s���• • • •���e • • • • • Region Not�: Central�ir conditian�es manufactured prior to J�nuary 1,2015 are eligible to be installed in!4;r��rs •• "• ••••� unCti June 3Ct,2016.B�ginning JuEy 1,2016 c�ntra(air condi�i�nees�an onEy be instaEl�d in�:gica��s�for " ". • • • • •�s�s� which they m�et th�regional efFciency requie�m�nt. ••••.. . . . . .� e • • •au�ra� .• e • .. • � The manu�ct�r��r��fPsi��PYt�,��E��rt��3u�#�s r�p€�r��i�l��r th�r�t��c���tCs s��t�m cc�rnta���tiar�. '� ��,"�,:.,' f2a¢ed�s ft�l{�u��in aecord�rtce w��h kl��kat��t�:clitit�n oi AtVSU.������t�f����rii�Fl€�detl�ra"��r���<i'��t.ar�t�n��l��tiic�i�f tdr�it�ry Rir-Gor�di�ii�r�i�t�8�Ai�`-�t�urc�3�i��t�ca��a��uipm�nt ant�subj t te�ratir�g acc�ar�cy k�y�N�;�-��onsc�redF 6r�cfepend���,tts3rc!p�rf�t�sfi�g. Cooling��t�s��i�y(FR�}-Sing�e er P�i��Stag�{9��),btuh:180€�t� S��R:��a.t}�D ��ft{A2}-�it�t�#�ta�ti�c�h�t���(���} :��,t`�3 �"Active"M1adel Status are those that an Ah€RI C�rtiflcaEion Pr�agram F'articipant is eurrentiy producing�NR selling or offering for saie;�R new modefs Yhat a€�keing markefed but are nnt yef being pradueed.°Peaducti�n SEopp€;d"Pv6adel 94atus are Chose 4hak an ANRi Certification Fraoram Participar�t is no(ongar producing�UT is stiil selling or off�ring for safe. Ratin s tha#ar�accom anied b WAS indicat�an involur�t re-ra#e. The r�ew ubiished raFin is shawn alan with the revious i.e.WA� ra in . pS��t�E�lIE� �HRE does r�ot ene#orse the pcoduct{s)Iisted on[tzis C�rYi�reate at�d make�no eepre��ntat(ons,w�ar€ant���or�uaraniee��s ta,�ntS ass�€ne�na r�s�ons€blEity fcsr, tiae praduet{s}fisfied at�Eh�s Certfflcats,�HRI expressfy dlscta�ens aI!Ei�blls`ty fo€tlatt�ag�s of ar�y kEnd�s[sEn�out Of fhe use or�erfc�ernance of the praduct(s),ar tfie us��uthoriaed alteeatiQn af data lisfed on this Cerfifrc�te.Certified ratings aee valid only for moeleis and configurations Iisted€n the dit�a�tary at�r����.«,�r�€�E�e�te�r�r,�r�. '���t�l5 AV�E2��PlE3tT�t3NS ThEs Certtficate and its carrtents are prapriefiary peaducts ai�HR{.fhis Gerfiif�cate sMaEi�nly be used f�r i€�dividual,personat and eor�#6dential reference purpesses.Tha contant.,of tht�CerCl�oaYe may not,in whole ar€n�art,be rapr€aduesd;copied;diss�m(tYated; er�fered irsto�comput�r datataa�e;ar ocheewi�e utiEized,in any farm czr ma�2ner oe bx any r��ans,exc�pt for the us�r's indiv'tdual, persona!and con�d�t�tial e�f�rence. ���-���i�3t'rft8����,h���€�e�, ���1'EFiGATE V�RtFtQ�A�'�t3N �.���Rfc��;?�1�E�P�ti��'��TE.?.?'�� '€he infQrmation fiQr th�rnodet cited a�thls eerkificate ean be verified at c��vre�,��r€t3€��a��er��.€�r�,cl�ek oEx°4���d��C�r#e€�c:�t�"Gr�bc ,+� } ,�.;�r`::3��.ee,< ai�d enter ths AHRt Certified Reference[Vumber�ar�d ttte date on which the certificate was issued. whiet�i�Ilsted€�bov�,and the GertSf[caYc�No.,v�hich i�iisted at�oitom ri�ht. _ -- � 13�774S1$4$0'f59�62 0���8Ai�a���sditic��ing, ����sr��,��d ��f�°i�e���i�n ��st�tut� 1���'�������� �1�as � � � � � � � � � � �� � �� t39�1�6C3F�e 23 QII Qq�-���t�9��9�6�E�G t3F FI�A��: .. FX.P.E,R.T.@EngIFl€mring F�Pt�ss P;�oduet�vai�aatlon RpRortj ������Q�`i��������������.�t}���5��:�����������'����������,� 1f3{}�W 12'TN/aVE�l7ITE`(OE'?,�EERFiE�D�'iEAGH;F�.J34�6� �����Est;4C.����t�$l't9R����PL C.��1`F§E�E�TBF'�6hl�F��TfT���1 IC?F��11�� (954}354-{}�6Q��rd�i�v���s���x��,�sS.ccrnr (I��uer� F�bru�ry 1,201��ubject t�F��nev��ug�zst�,2{319} {or next cc�de cycle change} � X � d ��� ... -� � � . t �.� a a o (��� t�"J���.�a7 � F�g��e��E���[e4��g�e�cte�i�th�e9iticae�(2Q17p ������������e �„ ��� �;;�:.t� C�C�����F�t� �C��F'�NY, �..F', s. �x�. 5151 �A�N F�L.EPE ST`���'f` _ � u �r ` '�Yr;'''�F °� °'�� � �fUU�°T't�N,T'?C 77456y t�>f� �77-254-4729 � �,�Af�,4—Fil��.CC.�� ���3P��F El��LU,41'IC}P�(co��alia�t�e a�i�@��he foldc�sr�g eae6e�): � � 1`�#!� E� A �T`��G�'t,6��R. {VVt�6C�} PE��CB�h�A��� ���I�t�,�'f1�P� ��L�", t�� �L.��'f�[�AE �� l°�f�F��E2�T��E ���F������� ���� F�,A`C��iC�� �ft �E��'9Fl�,QT���� ��� {�FFE��[? �� I��C.i�� � •••••• ii;� s �1E��EP�. • °.. . ...... This Prc�ducfi Eva[uatian ��port i� being i��ued in accardance with th�� � � •�+�� `�`� . . . re uir�ments af the Fl�sr€d� ��i(d�� ��d� �ixt€� E��t[�r� 2417 er �-�'��'�'''�`�j � � � } P �CJT'�:C'sE2k6�FE��AE�C2�F'��'�Rt`�"'�5�,t�TiiP���PC'�,' la����� • F�C S��Pion �44,31,1, �tv1C 301.15, FB� E3ui(ding Ch. 16, ASC�-7-10, @����T"!��`CEi�� P�Ui28�Ct5F�C3hIL�s`�a►��Y 13�FF�i�A�€��.�C F�G �xistir�g �uilding sectic�ns 7Q7.1, 707.2, F�iC �uilding 1522.2, and tlhFtl'�A�1��t�Pt�"�626�9e: .•...• . . ..�..` F�C �esidentia( tN9202.1, #�1301.1, FS 479.025, inc�udir�g B�vvard 26ga gah��nizec! she�t s�ee[ A�a'�i 3 CS eP�l�r�Qect �Ye�l��G,r.;,jd� Courlt�+ Adrr�inistrafive Prov3sions 107.3.4. Tl7� product noted on fhis covers. 22ga gafvani��d �heet�„���.:`iTr� R653icc�ld roEled st�c!I for r�porf has k��en fi�st�d�nd/or ev�luated as summarized hee�in. bottcrm ba�e �n. 2{� � alvan�ed�ht�et st�eE A��'t�I A653 c.Uac� F+rt.fl,:cP �h!A��t�F�C9�h9�E i�17"F#'f4���E�C3C?�����k4 E�F T@���E sfeel for top p�nel. Remov�ble'iap & �ide ec»�.r� ° ured v�i�h��'�b"-a2 ��P{)�'C��t9S�'�E�F2"CF6�C��EC�t�.0.1��l�t�A,'FE3�����E�E� she�:t m�tal�crews_ ; .". " :....: ��,���F TF�E���LtJ,AT't�C�t���¥����. Kr�c�ckouts provided fc�r�tility&��c13�tro!�bnnect�,br�••! • • .... �1���"C�t�T1�R'C€�C�E}�'€,�. i�a1`�L.E�"C$t��e W Prtadt���E��Iaa��P�s�E?�c�•���sfis Sh�l( follaw manufac4urer specifications �s ��rell a� fh� ir�forrnatic�n Suk?s�anti��ing docurnent�tiar� h�s been �ubmitt�� to provid� fihs� TEF2 prQvided h�rei�. �nd is surrkrnariz�d in�'s�sections belav��. <�Yr�a���ar�l ���der��€i������t�l���c�rs� ��°�t9�'t�l�.�i�F'E�F�������: Struc4ural ��gin�ering c�6cu€atit�ns hav� been pr�par�d whi�h e�±�lu�te �ic�deE� r�f�rer�ced hersin �r� subj�c4 to the ferllo�v+ng design l€tr�it�tions: ft�e produ�t E�asecl on cc�nmpar�tive andior eation�E an�lysis tQ qu�lify th� �iSCE-71(l Ex�c���are C�f�gories�c��. fc�llc�euing�esi�r�ceit�ria: C1p t4�rrd inoiuding 17�n�p��{Vulf�for up to 2t�(}' [��N"�. NVH���" Up to�nd includinc� 170mph{Vult}fiar up 4c�25�' P�RH�`. Nb'H�°�� w �l�ximum �lio���ble unit �ranel winci p�es�ur� cernnection Up 40 2fl(}rttph(Vul�)f�r�ap fic�56'�RH��. [���-NVH�"°° EXP C int�+gri€y Grc�t�ncP c�r�2ac�f Appli�tirae�p�r irrsf�llation instruc4�c,n� � t�axire�um allo�uabf�uplift;slidinc�, &overturnir�g rnc�me>nfi ���/lean Roof Hesght"��High Vefocity Nurricane Lcan� Forgro�and�r��'rcro#appli�ticans ��Xj]'T1UCl1 ��#�C�t�IP�C� �f@��Glt'�: C�lctala�ion sum��ry i�includ�d irr fhis TE{��nd appears b�lt�w. t�flTE: Ns� 33°la irrceeas� in aEla�n�abEe wfres� h�s b r� u�ed in the �°� � ������� ����� (���� (ASD} cie�ign o# fhis product. t�icrosoft �xce! was used tc� c�rry ou4 the c�lcul�tions present irs fhis repcarf. �ite specific wir�d analyals may praduc� �iternafie limitation� peovided m�ximum ra4ed wind pr�ssuee t�nc�t exc��ci�d. ���`f�E.��T'IC�F�: The product{s�li�ted ab�e��st�all be ins�all�ci in s4�ict car�rpli�nce with t.iis C�f�IC�I��,L SlC��fA�"URE E� R�ISEC�SE,��. T�t��rnanufacturer-pr�vided rnod�l specifiications. C�R C}{,�.�1�,4�SEAt REC�.CIIREE� �E�lp,LIC1 PER CC}�JE: The product components sh�li be o� �he ma4eriaE speei��c; in the r�ranuf�cturee-prc�vided proc�uct �pecifications_ AR( scre�v� mu�t b� instaii�d in aceordance wiEh 4he �pplkcable �aeovisian� & anchor manuf�c�ur�€'�pubiished in�t�(lafiion instructian�. , F�brua ` 1 201� L1�+1["G°.�`T3a�����L?�C�i1"t�t��t�F tJ�E; Fr�nlc �.. E��nnardc�, P.E.,SE Si�r��d by 1f Ch�ck�d: Use of tPiis product shail be in sfricf accordanee with fhis TER as noted E�IGlI�E�RkNG EXPRESS� �o�'dt�n �}���ttistca, PE herein. S���nai page for con�piete EEr�i�atic�n�anti condi@ions caf���. Fl PE#00465�9 �L�A#9 5 FI�PE#8232� C�€'TiC�F+�. r��r�c�;��r�ts�t���t���s��r eonra��t ar�c��r��rv��s��rt�aru�e�E�a�tr�e��s� �.: ��tlS�V9�L�&fIt?P! IS 1x��IC��OC 8��fl�(1���1 t110+�8�S�t�S@t1f i!�fh2�c3��8�OC�fGU� t�THERE IS F!DIGlTAi SfG�E.ATURE 0�FAGE 1,THiS DOCUMENTlS PART C}F R DtC,lTRf.kY Ot1 t�t��tIAI p��B. SIGNED F!(.E,SHALt REMAIPt!N DIGii'AL�aRNiAT$�PRINTED CQFIES QF THtS L1C4�tdR�EtdT ARE P101 C4NSlCtE6iECi S9GN£C�ANt�SEALED.IF THERE IS NQ REGiTAC SIGNATURE ON PAG[ ������: I C7R TH1S PA�a�Df3ES P�OT CQNTR�Pd RN ENGIhdE6R'S ORi:�iNkk SIGNATUR�&SEAL,TNiS ��k8d @C13t71t?�. DC}CUtv7ENTiSf�C{?PYI6RAFT. Gapyrighf�20i��t�iheeri;�c�E�es�4� t F-rarr�,k Benria€dc�E,�nc_Ail Ri�his R�servad The FBC'i7 de€lnts Ai�PROVED 3QURGE(gection 2D2i as:`An ine�ePenaenP perae.i�,firna c�€curporatlon,a�pra��ed t�p tha�uilritng offi.^.iat,;�9ic fs wm,eten`:anv'ex��rienaed!c tlie app!icafion ot engineeri;� principleS tc mate�ia's,ni�?hcfE=�r sys[ems anal4��.`Enginee�nc�E.xo.ess��r�fessiana?s m�et the asr��,_eter,cy re4ulrernettts as def2nee tr#°�s F,��,C-az�d ec2.^sc�i the(r wG;rk-E�;rieeri,^a Ex�aresst�Is reau6ariy engagec in cofldcicting an�praviofnq engineerir�g ev�lc�aL�or�s af sinple-e3ement�nd tufl.�cake b�ii�iing syste�ns tests. A�F�;�,���E�IT`��`�i"��� E1��F���C1�� ��C���� � �� ����3���s� ;��i ���TIC�t�2 P��'3C318�'�If���'��.L��`I�t� i,'{ �'�` I Conden��r Unit ��; � �i�� �,� 1 °~, t���� ��3� �" �� �l�``'" �i�, �,���,� � ��� ; fi�� �� ��' 1 � �4�� � � � ` � ����� i13�k i ������� 4 ��S } �.. i .��\�����;±,\l�.�... E'( � 1 te�� � ! ��'�s��§�` ���I ..� ��..� � ��� �� � ,, ��� T°i�a��4hf��LIP _� F� ,�- {t��t�t���,4�����t�1'flC��� 'f1E4�{?�U��Lt� � `� A�'T��653 C�60 �lv�niz�d cold (S�Ftt?�3�L1�t�L����F�[�PLI�k'fd��} �c�c�f�e ge�und �''�,r'�Tie-down clips. See 9 � /'�' t�bles k�elow for rr�lled�t��l O.C�72"thick far�1( sfructure i�ubstrale r' P�iarrtii T�ch 1"vvide and�ny {cor,cr�te,�4eef,se� ,.�'' speefficatic�n� ��bin�ts ti�d d��vn�f ground : ���$�'���T�AS�3 g�lvani�"e'�'st�S {�c��d�an Br�ck�f�;faster�caiain�F sch�dule below} •Q.07"thick f r I ine4s#ied d� n taa a u�ing(2)anchar�p�r clip�rom �•�•�� ''� •� �truc#ur�;fa�t�€�c(ip�a ��tes� TtE-���Y6���' P�C�1�S�i���U�E �nch�r to Nc�st�tru�t�are�chedule .. l`abl�. Clip ir�4�gr�tes�nto ba�e p�n••������chear fir�r�r Anchor�chedul�4� �lrat. .�g,t�4ruct�,Ta4��ar�d(�'#4Q R�t�, ��of Ftaof ��-d��n �tr�p �i�-dav�n ` �S�4�0��If-4�ri:�.��,�cr�w t€a���t�n�lip �ab6n�t h��ighe* tieight� �irtC C►ips per '4o ur`sf faase��a°t.�;=�e fie-do`�^t��t`�;�$ Exp C F�p� �tr�ps �Pbs� SEde "���'�•rh�du����l4far clip�'h�ci�itt. For ••c�Pbtand ap�aEic��fe�r'�l5e ti�-dbt�Jh"�i�3 Ground Ground Q NA 1 �•a�lule corr�sp�nding to 6f}`h+�i�hf. �� 6p'{�o'j� 25'(35') 2 N�a 1 22Q'{150`� 60'{8S'� 2 300 2 • • • • •�s w�• •w���s i'ie�dc�wrn a���,gr�Gli�s T'vp�:(#ar ea�f��P��Styc�s) • • • 2QQ'(250') 115{250'} 2 4U� 2 s••••• •s • • •• ♦ ♦ �round 6round 0 iVA 1 Working Load f.irnifi(VYLL}i�strap'�man.r�aat�a�er-sRe•c�i�4��r s4rap. r �2,�2 Sf�(80') 25'{35'} 2 �OQ 1 minim�am�fr�ap widfh o9 9"is e�quir�d 4or�'!��k-',nets. �20'{150') f�`{�5') 2 400 2 Glip�h�ights shall be�dequ��e 4o fit���w�thi�b�se p�n he�ght.V�rif}�heighf zao`(zs�'} z2��{�so�} z � � 2 �n s���. Ciips shatl b�pl€�ced�t cenfer an e�ch�ide�nd�quail�����;c'. Ground �round � NA 2 �r�ss m�mber shali be added�nd fi�ed�o ron�s+�nd,see d�tails in pag�?. ��C�,�, 6�'(�(?'} 2S'(35'a 2 4{}Q 2 �a,�� zzo�(�.sai} �o�{ss') z soa z z�a°(z�t�°) zz��{xso�} z �oa z � Ground Ground p �� 1 The ualue shrawn in parenthe��;s indic�4�s the �1,�2,�3, 60`(80'� 25'(35'} 2 2 �IEc�w�bl� r�f heighf in 170mph conditi�r��. i,�. 60' C�4,�5,�6 12C�'{1SQ') 60'�85') 2 600 2 (�Q"} indica#es �€� �Ifc�v,�ble re�af h�igh4 0# 6C3' #car 175enph or 80'#or 17Qmph V�alt. zoQ�{z�o�� �zs�{sso�) z a ��t�F��€��'c�€�s���'��'�ttlC�'t�����F�ECs��� AneP��r1' i�ot�:(10erfical Sfracrpin�) Rc��f �oca4 'S. Tie-do�n straps�hail k��wmapp�d arcaurad unii and roofi stand rai(, �nd �a6�in�t P�ew�9se�Exp Height� �asr�c��t� �j�"[M1in x�$,�t�i� shal!b�tightened ea�ing Yhe buckle.€�rc�eride s�raps pee unit. C ExpR S, €�si �36�te�9 ��F6 2. Strap m�terial sh�I( b� �ither high �frength w�bbing �nd sha!( be �1um e�mp(i�n4 fear e�eri�r gr�a�le u��if the�eant�in p(a�fic ceampar��rr4s,pee F��chapf�r 26.C�r 9"wide 22g�A�T�R653 sYeel sfrap secured witt� Graund f�round � t� A N �0. (2)#94 SS�ms io the bottom af th�st�nd rail. ta1 �� �` � 25 35 � A g B 3. Fc�r 2Qfl t�PH N�n-F�I�H�= use {2) me��i �iraps, �p to 56' FJtRM 120' 250' � t� A 6 B Expc�sure G. 2t}t}' 254' 115 150 �y A B B Ground Graund A R � t� A �2,�2 �' ��` 25' 35 RI A B � A�s�hor 7�����Yo�S��t S4rca�4e�r�. 12i3' 15f1' 60' 85' � � � 6 200' 2�0' ��.5 � t� A � � Ground �found A I� A N A �.—1/4°�LCO ULT" CGt�SS�An�har�mbedded 3"in 3,0047 psi C2,�2,��, 5p� g0' N A � B cancrete.2 1!2"fr�m�dge miratmum. C4,C5 12L}' 150' N A � S �.—1�4°'-2f}UNC SA�Grade 5 scr�v�mi�. 112"frc,m edges with nut and 2(�}' 250' N A � � w�sher t?C}0.75" Ground A ht A f� A �A.�No anchors a I Ca2,[32,€��, 60' 80' N A � g pP Y• ,Ld�, 12Q` 15Q' N A B 6 2Qfl' �250' N A B � it�ftLL G�Ed�E`fiCt@��i'C E�T`tiE RE��ClP��1�4GS'tY�F 7'HE R���t°C Fi�L���TCS��I�tlRE T`FiE MC?ST�T'�!lGTtli2E 1���F�,4�LE C�F i�tT}i�71�Pd�9N�'CME ��T"�Ct� �P7Y, "tE L,ANC�lO�LtFT F��Y��S�Y�fT'�-SR��@F1�C���IGN.N�t+�A� h[T1'�F AP4Y k{SN�,EXP4������Cb�I��LI��,t5('�FF�F���EY ��f�itd���l��a PRESS A�1'O°tF9E tNl"�Ca�I"fY�F THE�#C5�'P��'RUGTUR�1`E?��RR`f ClE�4f's{V Ft3R����A��IIV�URR���Y"C�iI�Ut�IT. ENGINEERING EXPRESS� �60 SW 12'"AVE.SUlTE 1�6�}EEftFIELD�EACH,F�.33442 P��e 2 (���5���4-G��{}�NGfNEERIh)G�XPRESS.CO(V'i Ce��>y=ight�2���EngineorinaExpeess� � Feank G_F3ennarc}o PE.ine.A!i Riqhts Reserved �t����� �����'�����h�� t���r���r�r�� E������� � �°��-���3�46.3 �� �������� ���c�t�� � sT�����;��-�c��v �--- ��i�a s-cu� st�a�c����r�r�os� � �� ��,,��` s�r�np,�c.��sc�-s�u�.� � cc�N���u�cr�c��� �-�'"`�s��uc�;���sc��o:��.� C�R SEE D�TAiI A �.--�" "�� r---[�IAMI TE�H CUT�i�E S;'F2RP�SEE TEE-rJ�1MV �.�' TI�-�C�L"�'?�SiRAP&C�lP � _....,,,.._.__.........}__.� . F;-- STR,4P&CLIP�Ch'EDI.��E � � SCN EG�ULE �F�1.Af+�!TECN�JT�i ,�� � ��; �SEETIE-LlOFNfd � ,/��Td�F�lRW.{��;d�S8SN1S� � /j� � �TRAP R CL!R SCHEC)ULE � � � �CRC3SS hR���ER f i ^`� 64�1-�€A}Ufi�hlUR�l � tl� � � � � . � � f,ldGLE 3"X 4"tt8" , ,�� � �RQdF STARD�CA�I ���t��P,�2ATE > . � �—k't?t�F STAf�iG`RR!L s t , d"eWGI� �RING •s���• � i ..�^� P�'i SE�'A�?E s r s• a , s • •� � l��i.__ � ��1� EN�,iNEEfiiltvv � � •���4• • •aM�s• • •eses• • � n S�RAP AtbD C�IP �.�,Vf��JI �a S-fFtf��r4{\C?CL!Ifp�.�l�C?UT • i�f��i ��, Sf�'E�N.T.s. F".�ltit+�+:` �Ok.Etti.T.S, f�'�'IfXv'1�56�` •• • i R �l • • • • • ee�a r s+ •aser s • �w���s • • s�+�s: s • • • • s• •• •a st •esrss • R�1���4 • ♦ ! • 8 p � • • • • e�esee � •s��t• � • _��.-�.--�-r-CR�S!^I�hEM�rt • � —Up�,y i � ��• • 1 5"6i T"AI.0 � ��Eaqw s�r �_ � � i •• s � • E 3^x 3�178n • ��-��� RUC?��u�liNC?F'�,dt� � � ��s a• ( '�v � �---_` � � P�R SERP.FaATE ��--'1��� EP�G3N�ERiIdG r �---�--{2j�14 STtU NL�� _._ � _ T� _I_� --�- �— -- ,r�o � - ST�uQ�OSHEL7 { ��J �``�'� ��—UNIT `----�, ` (VIEI'€�L SGI�E�� 3'. —idC7CJF SYAfvC7 RAI� �'��--- j � '�---1�2' RER SEPAFATE -Pfl`��"TA1�L1 t'�AlL '- � � �N�INE�E�lNG ��R JEPRh'F�,TE �h GlFt�ER 4N� A � 1�I�L����IP CC3i�FI�U�1`ICC)�� � S�RE�+S AT�ftC}�S ��MB�Ft scu�.n.T.s. '�' c�Era�Cv��w �,, so�c�nq.s --�—�—c�rnrtin� r R,i[Ah+3i TEGH C�JTC}�� ?I�-C#OUt��ST�3AP �.---� �-�-'"'� �t &CLIP SCHEDUEE �m==� �--�t�.SE�AN `� (2j�1Qx�� M1---� -` BASE PAP� 1/� �5 410 SMS �! s �,,.�` �.---�(2}#i Q x��SS d1 G SP�9� ' C� � �` �,��,�" ra"�S 41 D VV1T H ff�I � � (2}�1d SS�1G�SN�iS � C� f '� tt4{ASNER�NUT �� ir`F r—(2;�1� i i � j �� % �,,^'� SS�`rIt}SP�1a ; � " 9,"'5��1�1�Tt? �%ff �'�. �, �==a1 i.fASN�P�&NU7 ,` � ,r�` C�,C}SS MEt�iBEn 606 i-T&,�iCE7NflNkJt,� ~�..._�ROSS t�Et�t�ER 1� �-`' AtsGLE 3`X 3„,t6` 3 6Q�i T6�Ui�kl�il;F,� ��" AI�G LE 3`X 3"'(f&" Rt�QF STAPdD Rt�L 1 � �E�S�PARAi E i � � � ENGI«EERlNG rf c'�CRO�S ���ME�ER FRONT VIEI� e CR�.?SS P�Eh��ER SIC?E VI�W ��;-r.s. s�-�atr�a�m .' �i.E:lhT.S. �(�vVIBV Nate:installers mu&t ensure that sceewrs used fa fasten the tie-down olipa with th�unit base pan do not tc�uch the eoi!preventing any tlamage. ENGIhfEERiNG EXPRESS�16C�5VV 22T"AVE,SUlTE 106 C)EERFIEID�EACM, F�3344� P��e 3 {�54�35�d-(,166(}ERIGIN�FR1hlGEXF'RESS.CC��( Cet�vrigl�t�2C�1s Engineer��g Expressu> .� Frae�k�.Lenr��ardc PE,I.�e.t,Il R1gt5[s Resen��ci �[�s���l:����.tl"��'�T'�F�� �Cl��F���C��� ����°���� � T�� e���3�4�e� '��C�'��E������t���`t���,�����.��'�c���s;�t��N��,�� Ft3F�����t3�i�d��Y 9�t�aght R�of Rocrof l�t�e�E tlplift �az �fiax l�ax tlpSift C�binet €?�rf��d�[�im�ns��rss �ange #9�i�h6* @�e6$ht� Pr�ssure F�r�ssur� Fsare� {�are rt� 'ferssi�et Fssr�� (ibs) Ea�p� �pCt (�sf} (Ps€} (!bs) �(bs-irr} (Ibs� (SE+s} @(�tt} �tt(Ir�j F!{ir�) 23.Q 23.0 25.7 Ground �round 43.Q O.f7 1?6.5 2268.1 98.6 0.0 �1 23.0 ).3.Q 25,7 102 60 (80`7 25'{35`} 92.6 73.1 3�O.Q ?470.2 3AG,5 268.5 23.Q 23.0 25.T 120`{i50'� 60'(85') 106.5 84.0 437.2 9166.3 398.5 3€38.6 23.a za.o zs.� aoo�{aso�)1�5°{aso�) z��.s ��.a 4ss.e �a1�s 4 aaa.9 ���.� 26.d 26.0 32.5 Ground Ground A3.Q O.Q 252.3 410D.3 157.7 4.0 �1,�2 26.C7 26.0 32.5 1Q3-131 60 (�0`) 2�'(35') 92.6 73.1 543.2 53287.0 521.0 343.1 26.Q 26.Q 32.5 220'(150') fa4'{85') 1t}6.5 �4,f7 62�a.9 1SZS1.7 5�7.� 394,3 zs.o z�.o �2.s z�o°(zso°?szs�(�so�) �zs.s ��.a s��.2 z��s�.� �s�.� 29.C1 24.0 40.t} Grc�und GrauncE 43.Q 0.0 345.4 6 27.8 238.� 0 � •a�w e rt s C3,C�,��, zq.� 2s.o �ao.Q �a�iso�] z5�{�s�) e2.� aa.z in5.� z�i �' '�z7.7 �2� +• 7�<-�s� �4,�s zs.o z�.o ao.a �ao�(aso�) 60!(�s�} �a�.s sa.o ss�.s a a �a�.o p G* • ••.�•. zs_o 2e.o ao,o zao^SzsQ�)z�s���so�} sz�.s ��.a �sa.4 z s� .� s�o.a s�s�� . . s"5.5 35.5 4 S.8 Grourad Geound 43.Q O.Q A42.b 9238,8 260.2 6.f� r s e��� e s p2 CD2,D�, 35.5 35.5 41_8 6Q'(80'}� 25'(35'} 92.6 73,1 952.$ 3?241.8 •�80.R +?9 5• 20b-3Q6 ••s W• �4,CAS,C?6 35.5 35.5 A1.� 12.Q'{15Q') &D'E8S') 106.5 8&.6 1096.2 359�1.2 10i2.S '?5 t • s esse• ss.s as.s a�.s z�o�{asa��lzs�(zso�) ���.a �s.a 72��.s �ss2�.€ +,2z�.� 4;�.a. •i��R!• ! ••ilf!• A ! • i F 4 �C�#�. • • � i •!m!O! ��lcul�tians perform�d�ccordi�g to the inform�Yie�n pros�ided by 4he cli�nt. •••••r e • • • • • w • .•e•a• ee • • �• • s • s • amo• ��NE�.IC�`����E �l1�tt���Y �i���� ����'� ��€"82C�Blf�� �t���� �t?���` �'D,�fIZ�t:��� ���tYS�L ��5�}4$ ��6��'4$ $$F'��3�ii43� E�1��SI� ��E��&Y ����'i# $�����lF,� EDt C E� L? �� Ldl@'�d �X C EX [� �� �aiP�a 6�}`(�{�") 25'(35'� �10 fa0'(�Q`j 25'(�5'} �10 ��. �zo��zso�} so�(���} r�� �� �2c��(�.�o�� �o�{s�t} r�c, zt�'(z�o�} �a��(��c�'} �0 2o�a'(2�a'} a2s�{s�`} ��, sof(�oT} 2������) r�� ���(s��} 2���s�=) r�� az xzot�1���} s������� �� cs �.zo�(x��} ��(�s�} r�� 2�0�(2��,�} a.z��{asa°} �0 2���2�0�} �a��{���) r�e, sa�(���} 2s�(�s�� �o e��(�a�� �����s�l r�o e2 �20�tz�o�} �r{s��} �o �� ��20�(�so�} s��{���} �o 2���z���} �z��{z�c�t} �o � 2t��(2so�> zs��(3��} �Q � Go'{${?'} zs'{3s') [�o sQ'(�Ct') z5'(35`) (�c� c� �20�(�s�°} ���{���} r�v cs �.z���zso�} �����s�� �� 2f�`(2s{T'} 215'(15fl'}�� (�� 2oQ'(25C�'} 125'�1�3�j �!o �_�soz� z��(�s�) �� �ot����} 2��{s��} r�Q �� �2��(2s��j ���{s�°} rvo �a �2ra����o�� �o�{s��} �v� zo���2so'� x���{z�o�}� �� z������� �zs�{as��� r�� s����ot) � a��{���} �� r���ao�� 2��(���� r�� �� a.���(��o�}� so�(��} r�o €a� xzo�(��'} �ta�{s��} ��� 2O{P(2SO�} 9��`J�{x�JQ�} N(7 2���25��} 17�J'{ZSQ�}�hlCl �o�(so�) 2��(���� ►�o s����o�� 2��{�s°} �� �� azo�(a.�o�} ���{s��} rv� �� 22��(x�o�� ��{ss�� r�o z��(a�o�} aas�{�.�o�} r�� z�i�ta�o�� �2s(asc��} e�o �M11C�lRfEERiNG EXPRESS� 26C}S��'12'"�VE.SUlTG 1 OE� C}EEftFlELD BEkCH, FL 33442 P���� {���}��Q-{���{l�NCINEERING�kPRESS.COM Co�t�rigt�t�2!�iSE;s�inserin�Ex7�ress� ; �r�nk:.8ennaedo FE,ina Ali Ri�tt�[�Res�;�ed ,�t���V����E�` ��`�"CEt�ti� �t���Y���CBt�� ��������' � �� ���d�1��>� '�sA�tt�E`��� �6���E�iC?�� �a�t�s�� �!� Fi � ��►'t�r�� �td 1 C� �i ���r�� �i�,°I� i� ��B�6r��t ��k�ir��t ���i��� �e���t t��e �i�.) {i�� �csd�1�t�, g�r�x} (�rs} �od�i 1��. .�.,��r�o� (i�) t�(S,N��t130181 23.Ofl �5.7b A1 A,SX16024fi 29.OQ �2.25 �2 �4SZ16Q241 ' 35.60 34.63 [32 A{S,N}X13Q24'9 26.OD 27.50 �1 AS?�160301 29.40 36.25 G3 �tS�16Q3Q9 ; 35,5fl 34.63 C}2 A(>,RI}?C13030i 26.E}0 27.50 �1 A�X16�1361 29.C1Q 3�.25 G6 AS,�16036'9 i 35.50 4{�.Ofl �}6 A{�,(�}X13C33f9 26.00 27.50 61 A�X160421 35.�0 38.25 C?1 �S�16C}�2� ; 29.f�fl 36.3£3 G5 A(5,�3)X130421 29.Qt} 36.2v G3 ASX16f}4�1 35.50 36.25 C35 �5�160481 35.50 34.63 D2 A(S,N}X13t�4�1 29,00 36.25 G3 FaSX16C}6Ct1 35.59 3�.25 �3 ,4��16C�6Q1 �5.�0 40.fld D6 A(�,N)�C1306Q1 29.t�0 40.00 C6 ASX16Q611 3�.50 38.25 �5 A,aZ�16�2Q1 29.Q0 38.25 �4 t�(S,€+tjX130611 35.5Q 3II.25 C?5 A�X16t}311A 29.fl0 3�,25 G3 e4��C160361 35.50 .�! D3 A(S,N}?C1401II1 2�.60 27.50 B1 ASX1�Q371A 35.50 36.25 D1 AS�C169 E31 • 5.50 38.25� D3a� •�• • R(S,fd}}{14f?191 26.f?0 �7.50 81 A�aXC9�4361 35.50 3$.25 Q3 ftaZC16f?��1�• 35.50 � '.�� C?3 a:• • A(S,(�t}X14t1241 26.00 27.50 �1 fe5XC1�04II1 35.50 �5.25 D3 A5.ZC1${}��'?e• �g5.50 38.�fs D3• • eo�, A{S,E�}X14Q251 26.00 32.50 �2 ASXG1806Q1 35.�C� 3�25 C}3 A,S�C1$fl��1'• „�5.59 ° ;� �3r • A(�,N)XZ4t}�01 29.t}Q 32.5D C2 AVXC2fl{7241 35.50 38.25 D4 4SZG1�06� 5.54 t3��*� D3�• .�• R{�,f�}X1�+Q311 29.Q4 32.50 G2 f�l�XG20�361 35.50 $fi�25 D4 AV�C2�4��1• �a.50 �a��e � aso A(5,N)X140361 29.00 32.50 C2 AL1XCZOQ4�1 35.50 41.75 C�6 RV�G20 ���,�5.50 41.25 D6 �•� �1(S,N}X'i40371 29.00 32,50 C2 AV?��2Ct0�C11 35.5fl 41,75 t�6 A1F�C2�{?�81 I �35.5Q ��1 D6`�°-•�• Af^�,hi}X�Afl421 29,00 36.25 �3 A(S,P�)�1�01�1 29.00 34.50 C1 A����O{38 " •�'35.5Q $4'!.�5 D6iss!•�i A{S>N}X't�10431 29.001 36.25 C� A(S,C��14f�241 2�,p{} 34,6Q C1 .A{S,�}214C"3��.QO �" �' C� �� � A{S,[�)X9�€��81 35.50 36.25 C�1 A(S,hd}�9403Q1 29,OQ 36.25 C5 ���,�)�14G26 �9.00 34.50 C1 R{S,N)�1406f�1 35.5� 3�.25 C}5 �0.{S„h!}�140361 29,fl0 36.25 C5 �(�,�}�1�C31 ` ;y�;.5{} :�4.63 D2 AS�C160241 29.00 32.25 C2 P,{8,6V}�140421 35.50 39,76 p6 A(S,N)�1Qf�37 35.5D �`Q.Ott C}6 ASJ{C164361 29.Q0 3�.25 C2 P,{S,Nj�14Q481 �9.QJ �6.�5 G5 �V�C16Q24"fi 23.tf0 :�b��5� �5 + fiS�C160481 35.50 36.25 D1 A{S,R}�14i7491 35.50 34.50 p2 AV�G5�0361A 29.OQ 3$25 C5 �s�c�sosoT ��.�o ��.z� �� ,��s,r�>���osa� �.�a �a.�o c�z � �av�c��o����, ��.�o ��.�� �a �,�X160'E�1 29.4Q 32.25 C2 P,SZ16C}181 29.f70 36.3& C5 AV�C1$Q6t}1A 35.5 38.25 D2 �, � �3f� 3'� �� � �'� ,.- ` � � � �%� �l�t�:The madel nurnb�rs or�this p�ge m�y � \` �e fia[loes�ed bv up tu twc�(2}afp�anur�r�r[c ,, �,� t� � �'�� ``� � ch�rae4er�.'fhos�charac4ers wifl ns�t�affect the strucfur�l per€orrr�a�ee,si€�c�th�y r�fer to Note: Illustra6an sel�cted fiar dimensional purposes � r 1 I � r2�inor!e2�a,jar cf�anges not r�I�ted to the c�bin�t � � � � �k �trucYur�. F� � � ,,� /''� , ;�.• � B��I�S�'�'T6CE���;�C}B��IT1C?��C3�t6��: Use of th�s prodUet shall be in strict�ccaedar�ee v,•it(1 ihls TER as noteei heeeir�.The su��aorting hast siniclure sha(I kr�„designeci to reSis4 aIl superl�l��osed loa�s as det�rmaned t�y ofhers on�siYe specific basia as,�ae�tae rec�uired b}�tt�e Authn�rTy H�v[ng J�arisdicllan.Hc�st siruett�re eondPtions,��h;a#�are nc�f�cc�u�2trxi for in this�rocauct`s respeetiv�anchQr sai�edule shall b�d�s4gnea fr?r on a site-specii�c basts by;reg��tered peofes�i�r�al erglne�r.No ec�luatian is offered Tor the hos#su��rtfng strucius�t�y�:se o�tl�i�documer�t; Adjustment fiactc�rs nofed herein and the applicsbie coaev must be considered,�vhere applicabia. Fil(stEpparting campc�ner�€s whish are peemanenfly�ncE�il�d sh�if!�e pro4e�ted�ga�nsf eaerossof7,e.czntar�€n�tian,an�ofher suct�darnage ai aii fim�a-Fasteners must p�ne:ra4e t#�e suppart[n�n�embers sirr.h tE2at the full¢�nqth af the Ehre�ded partiQr is emL��ddec3 v��tnin the rnain n��n�t�er_This eualuat�or clo�s noi o�r ar�y eval�afian fo m�e�E laeg�missiie impaci d��ns req�ir�ments�Ef�Ec!?ty�icaHy are not eegt�ired for Yhis fype nf pradifef.RII o�ihe��r�cf reslsting�xte�or pa�efs,ind�uiduafly meei or exce��th�ir cap�city tc rr�sis#tEi� desigt��vind Iaads as stafed in the calcu#�tians as r�qtaired by=tf�e Florida Eui(ding Cotle Fiflh Edit3on {�p14?_ Due ta th�indetermfnate r�ature of these units;distoRion and deTlection canr�at kre ace��ra±e�y�valuated,�Git�rifh d€��hragn�acticn of e�2erna(cam��nents and i=itemaf�tiffeners,the bas�ianif h�s the c�paci#i+tQ 4vithstand iY�ese�p�s with tnditidu�i exierna���,rts be(ng cc�tained- Yeari}�inspecfions;da€ina equipmen#m�inien�nc�ur a�ter a namea sterm;aI1 screws,cabrnet can�pn�ents,r,li��,anc,t�e;,bolts,stra�s and cables are to be verifiuc9 b�the AiC contractor_ AIE dam�qed eabine!components,looee,eor7�adeci, broker>sore�us or enchar bolts shalE be r�placed fo ens:are struoturaf inte�ritt�tar trc�rrtcan��:�n�foroes E�GIF�EEftIP�v EXPft�SS�26�}S�t 22�"�kV�.S�IITE 2C}6 C3EERF(El D BEACH, F�3344`� P�g� 5 {�.��{��54-Q�z�� �C�GIIVEERIN��XFRESS.CC7(t11 Gep}«ightC�24i£sEr�c�(neeringE.xpress¢� ._ Erank� Ber�naed�,�E,(na�tll Right�Reserved � ;� � J � .f � � � . . . � . . . � � . �. . �. . . � . . . . . . . . . . . . . � � � � � . � � � � . . � . . . � . . _ � . � . � � . . � . � . .. �. � �. .� � .. . � � . � � . . .. r .,...� � . � . . . � . � . . � . . � . . . . � � � . - . '� . . .. . � . . .. . .. .. . . . . � . .. � .. . . . � . . . . . . . . . . . . � - � � . . . . : . . . � � . .. ... . . . . . . .. .: . � � � '� . . �. � . . � � . . . . . � � . . . � � � " . . . � . . . � . . . . � . . . �� . . . , .� . . . . . . . � � . .. .. . � � . . . . . . . . . . ... � , .. .. . . .. . . _ . . .. . . . . . . . . . . . . . � . . � . . . . . . . . . . � � � . i .... . . . . . . . . . . . . . . . . . . . . . � .���..:_' __. .. . . . . . .. � � . . . . . . � . � . . � . � � _ � .. � . . . . . . . .. .. . . .� . . . . . . . _ . . . . . � . . � . . . .. � . .. . . . . . . . .. . . . . , _ �. � ... . . . .. � . _ . . . . . � . . . . . . . . . . . . . ...,.. . .. . . , .. . . . _ . . .. .. ``....� �. � . . � � GALV STEEL ROD OR STRAP SUPPORTS PER MECHANICAL GENERAL NOTES �I� '� , - i ;� �,: �..;:•a� , • FLEXIBLE DUCT W/1 il2"THK(R-6)INULATION& SMACNA STANDARDS(SEE NOTES#2) i I i . �r,,,;.; • - . 9 p pp p Residential Buildin Thermal Envelo e A COaCh RiGi�o�cr ExrEN�ING FROM MnirEiA REQUIR�E�' ` - 1. THE SUBMISSION OF A PROPOSAL WILL BE CONSIDERED AS EVIDENCE THAT THE - '' ' . '__�_ � L 1 BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS� iNSTaueo v�u.uEs >>.F,aN Gu,aao To MEEr rnAx RUN oF F�exis�e E�nw Ra�ius � CONTRACTOR HAS FAMILIARIZED NIMSELF W ITH THE PLANS AND BUILDING SITE. Climate Zone 1 c�imate zone z t4.1�8"srA�N��_ss sTEE�w�RE s�zE�FOR�ess�AN wo=t.o CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND LABOR � � W indows U-Factor=NR U-Factor=40z U-Factor=1.08 W RAP CONDENSER 1.CONDENSING UNIT � sHRou�iFary BECAUSE OF DIFFICULTIES ENCaUNTERED WILLNOT BE RECOGNIZED IF THEY COULD SHGC=025 SHGC=0.25 SHGC=.5 UPPER ATfACHMENT PER SMACNA(�E NOTE#2) � Skyiights U-factor=0J5 U-factor=0.65 u-Factor=NR t4 A��ssPAN oR HAVE BEEN FORESEEN HAD PRO ER EXAMINATION BEEN MADE. 7550 W ZND CT HIALEAH FL 33O'I4 SHGC=0.30 SHGC=0.30 sHGc=NR io.coi�GunRn Mw.z"W IDE 22°Gn�v sTRaP�H,aNGER wr 2. THE CONTRACTOR SHALL ASSUNE RESPONSIBILITY FOR PROTEGTION OF ALL > > s.coN�eNSEr� HEMME�E�cEs aER sM�cNA Fic s-io _ EXISTING UTILITIES DURING CON$TRUCTION.ALL COSTS FOR LOCATING, REMOVING, ^ C [ Doors:E�erior door U-Factor=NR U-Factor=403 U-Factor=NR COIL , � �3OJ�699':JO93 E. keyplaneng@gmail.com REPLACING OR RELOCATING THESE UTILITIES SHALL BE WCIDENTAL TO F�oors: CONSTRUCTION.ALL UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE 12.CONCRETE PAD 8 REFRIGERANT Slab-on-Grade NR NR R-Value=NR IF REQUIRED GAUGE CONNECTION SQUARETO ROUNDADAPTER IF RE�UIRED REPAIRED WITH LIKE MATERIAL AT NO ADDITIONAL COST TO THE OWNER. NO. DeSCrI tlOn DatG overunconditionedspaces4 R-13 R-13 R-va�ue=- PRov��EOPPosE�e��EoaMPER '. "�. ;:. 3. THE CONTRACTOR SHALL FURNI�H ALL LABOR, MATERIAL AND EQUIPMENT FOR A p 13.REFRIGERP,NT. waus<: sucriorvuNE ' a.Ba,cK-sE,aTEo COMPLETE H.V.A.C. SYSTEM IN ACCORDANCE WITH THESE DRAWINGS,THE F.B.C. FLEX-CONNEC:rOR . REFRIGERANT VALVE Ext.and Adj.Frame R-t3 R-t3 R-va�ue=�3 AND THE LATEST EDITION OF THE FOLLOWING PUBLICATIONS. (A)ANS 69.1 • s.siGHr Gv�ss wRH MECHANICAL REFRIGERATION (B)NFPA PAMPNLETS 90A AND 91 (C) SMACNA(D) ' ' ' �� •••••• , _ .. . . . . . Mass REFRIGERANTGAUGE " ' MOISTURE INDICATOR ASHRAE. ••• •• . Insulation on wall interior R-4 R-s R-va�ue=NR ooNrvEor�oN s wsuu�Te-roP PANE�oF�,v-�N��FFusER ` ` 4. MECHANICAL TRADE SHALL COORDINATE ROOF AND tlr(ALL FLASHING AND EXACT . •••••• �nsu�ationonwa��exterior R-a R-a R-va�ue=a . �: , . ii . . � PENETRATION LOCATIONS WITH(aENERALTRADE. • • ' 4.REFRIGERANT •��• •• • ������ �ei�in9s5 R=so R=3s R-va�ue=so a"coNCReTe�3nsE �� sucTiorv�wEwirH 5. COORDINATE LOCATION OF GRILIES AND DIFFUSERS WITH LIGHTS, EQUIPMENT, , wisxs-�o�1o��vwF I .irvsu�ariory CEILING GRID,AND ARCHITECTURAL REFLECTED CEILWG PLANS,ETC. ���� " ' ••••• Air distribution system5: SECURE CU W�ONE 500 LBS ANTI .` , � J . • , SUSPENDED TYPE CEILING SYSTEM CR �� �����• THEFrso�Ts�NiTHiNTHEUNiT i �RvwA��cEiurG 6. DRAWINGS ARE DIAGRAMMATIGAND GENERALLY INDICATIVE OF THE WORK.PIPING . . . . . Air handling Unit Not allowed in attic CASING THRdUGH THE BASE • . � � . ' 6.REFRIGERANT LIQUID LINE 1 1/2"X 1 1/2"X 1/8"GA�v a,NG�E oR AND SYSTEMS SHALL FOLLOW AF�RANGEMENT AS MUCH AS POSSIBLE, HOWEVER, �� � ���'�� PLATE(MDG CH8G5) � STRAP PER SMACNA ������ � • �uct R-va�ue R-va�ue z R-s(supp�y in attics)or a R-va�ue=s ' � � 7.coN�u�T-PowER NA� ACTUAL FIELD CONDITIONS SHAL�DICTATE.PROVIDE NECESSARY MODIFICATIONS • R-6(all other duct locations) � � CONTROL. � � ' • ••�•�• � TO MEET FIELD CONDITIONS ANDAVOID CONFLICT WITH OTHER TRADES. IF ...... EQUIPMENT&SUPPORTS SHALL NYLON DRW BAND AND MASTIC AT EACH a,irconditionin9system: Minimumtedera�standardrequvedby BEwsTA��E�roREs�sTww� '. � � � ooNNECT�oN RESOLUTION CANNOT BE REACHL=D WITHOUT COMPROMISING THE DESIGN,THESE . . . ;,,,,; NAECA6: PRESSURES Af VELOCITIES �entra�system s ss,000 etwn seER ia.o sEER=is w�icarEo oN Fec is2o. . � CONFLICTS SHALL BE PRESENTEI)TO THE ENGINEER/ARCHITECT FOR RESOLUTION. " • • IN CONFLICT AREAS, COMPLETE ONLY WORK NOT AFFECTED BY THE CONFLICT " � � - - -- - - PRIOR TO RESOLUTION. Room unit or PTAC EER[from Table C403.2.3(3)] Other See Tables C4032.3(1)-(11) 1/2"MECH.EXPANSION&GALV. Heating system: Minimum federal standard required by ANCHOR BOLTS 3"LONG ALL LOWERED FACE CEILING DIFFUSER WITH 7• THE FLOOR PLANS DO NOT SHOVI'ALL VALVES, FITTINGS,APPURTENANCES, DUCT NAECAs: FouR si�Es scRews TRANSITIONS,ACCESS PANELS, ELEt/ATION CHANGES,AND VARIOUS OTHER ITEMS W/GASKETED WASHERS TO 2'X2'LAY-IN ALUMINUM PANEL Heatpump565,000Btu/h HSPF8.2 HSPF=8.5 TOPOFCONDENSER ' CALLED FOR BY DETAILS AND SPECIFICATIONS. REFER TO DETAILS AND IF THESE DRAWINGS OR ANY f'ART THEREOFISREPRODUCEDWITHOUT Gasfurnace,non-weatherized AFUE=80% SHROUD/FANGOWLING NOTES SPECIFICATIONS AND WHERE REQUIREO,THESE ITEMS SHALL BE PROVIDED rHE coNSErvT OF THEARCHI7ECTORTHEENGINEER THE PERSONSO Oil furnace,non-weatherized AFUE 83% THROUGH STRAPS. 1.FLEXIBLE DICT SHALL BE ONE PIECE&SHALL NOT BE SPLICED TOGETHER DOING W ILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COMMISSION. ; WITHOUT ADDITIONAL COST FOR 4 COMPLETE AND OPERATING SYSTEM. 2.MAX.SAG\"PER FOOT BETW EEN SUPPORT POINT AND 5'-0"MAX.OF SUPPORT SPACING. ALL DESIGNS AND DRAW WGS HERE IN AND PRINTS ISSUED BY THE Water heating system Minimum federal standard required by � 8. COORDINATE ROUTING Of PIPING QUCTWORK, ETC. PRIOR TO STARTING ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THE ARCHITECTS AND � (stora9ety�e): N,a�cas: � INSTALLATION. MECHANICAL ANDELECTRICAL TRADES SHALL REVIEW AVAILABLE sHa��Nor BE REusEo oN nrvY oTHeR�ocaTiory excEPr THe oNE FOR . E�ectric� ao ga�:EF=o.s2 Gauons=4o GA� -+ SPACE AND COORDINATE ALL SYSTEM ROUTING PRIOR TO INSTALLATION. FIELD W HICH THEY W ERE EXPRESSLY DESIGNED. sogaeEF=o.so EF-.ss 4 CONDEN��ER UNIT � CEILING DIFFUSER vER�FYA��FRAMiNG, CEILING HE�GHTS, ETC.BEFORE ORDERING OR FABRICATING � Gas firede 40 gai:EF=0.59 Gallo�s=-GAL M 1.00 Scale:3/4"=1'-U" M 1.0� Scale:1"=1'-0" ' SYSTEMS. 50 gal:EF=0.58 EF=- 9. CONNECTIONS TO EQUIPMENT SFIALL CONFORM TO MANUFACTURER'S . . . � NR�No requirement .. � � . � � � . . � . . . . . . . � t�I . . . . . . . � � . � (1)Each wmponent presenl in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this cotle � � � - � � � � � . � � � � � � � � ������(�" �lO'V� . .. .. � . � � � �s��9�h�5me�h�. NOTES: va°THaEAOE�ao� REFRiGERA"Tu"Eswi 10. ALL HANGER SYSTEMS FOR PIPWG AND EQUIPMENT SHALL BE SECURED TO � � � � (2)For impad reted fenestra�ion wmplying with Secibn R3012.12 oF Ihe Florida Building Code,Resitlential or Section 1609.12 of the Florida Building . � � � - � - � - � . � . � � � � � � �NSU�TE�$UC'T��N � � . � . � 'I I nI(� C {� (� f'{� I �/� � � � � � � � � � � � � � � . . � � � Code,Building,ihe maximum U-factor shall be 0.65 in Climale Zone 2.An area-weighied averege oN-faclor and SHGC shall be accepted to meet Ihe . � � ., . . � . ^^'^�C p�"CZC D O p.p�OZ _ . . � � � �`�I`�D I'•`^ `-'�'•�"�"'•�`�����'•'• . �� � � . � � � � � � � - " . � � requiremenis,orupto75squarefeetofglazedfenestrationareaareezemptedlmmtheLLtactorandSHGCrequirementbasedonSectionsR402.3.1, . . � . . � O f11V17 C fl VC C fl d . . . . . . � . _ . . � � � . � � . � � 11. ALL WORK.AND MATERIALS�SHALLBE INSTALLED IN ACCORDANCE WITH ALL . � � � - � � � � �� -� � � � R'°2.3.2a°°R`°2.3.3. WELDED AS REQUIRED � � � (3)One side-hinged opaque door assembly up to 24 square feel's ezempted from thisU-factor requiremenL - � . � � - � O � . � � � - � � � . � . � : .� � � ,,,R-�a,�esa,e�o,;�s�,a,p�ma,eria,o�,YasaPp,;�;�a��,a���,hma„�,�,��e,s;�s,a„a,ro�;ns,ti�,p�S.Fo,m�S„,a„S,,he7�,e�o,o,wa,;. STANDARD DUCT MADE ,� ` / / / APPLICABLE ORDINANCES AND REGULATIONS HAVING JURISDICTION. � � . requiremenimusibemetezceptilatleas(50percenloflhemsula�ionreqwredforthe"extenorofwall'Ismstalledex�eriorof,orintegralto,ihewalL. . � . � 1 � . � O WATER TIGHT � .. .- � � . . � � � . . . , , . , 12. ALL VENTS EXTENDING THROUGH ROOF SHALLTERMINATE AT LEAST(20) TWENTY �5,o���s8����s�e���•S�bs�a���a��Y�e�<<ee�Pe�S���o�R4o3.3.2.Tes����;��bYe��he���d��d�a�585de������S��ro�5�.�3�5,o�n,,F�a�da O r� , FEET FROM ANY EXHAUSTER, GRAVITY RELIEF HOOD, OR OUTSIDE AIR MAKE. IF THIS . . � � StaWtes,orindihdualslicensedasseCtorthinSection489.705(3)(f),(9)arO,Floritla5tatutes.Thetolalleakagetestisnotrequiredforductsendair � � . � � 1�G"SCREEN. EXCEPT FOR. � � � � � � � � -� � � IS IMPOSSIBLE,VENTS-SHALL BE�EXTENDED AT LEAST THREE(3) FEET ABOVE UP OF � - . . . � � . -�� °� .- � . �� �- . handlers located entirely wRhin ihe bui�ding thermai eme�ope. � . . � � .. � . , . � . � . � � � . � � � � � �� � . RETURN DUCT � � � � � � � � � � . 3 [� \' n'T' Q (�I SUPPLY DUCT (6�Minimum effiuencies are thwe set by Ihe National Appliance EnerBY Conservation Pct of 1987for typical residential epuipment and are subject to � . - . � � � O D'`��� r�'Y 1 I u`�lO,`� � � � .. � � � � . � � . � � � - ' � � � � . . . � GRAVITY RELIEF HOOD AND/OR EXHAUSTER. "�°"ti'esa"°'e9°'a'�"S.F°'°'°e`"°es°'�°'P'^e"`,SeeT�'es°'°3.z.3"-,,,°`'he�°"'"'8`°'a'P`°"S'°"S°"heF'°"°aB°"d`"g°°°e,E"8`sY 13. MAINTAIN SAFE AND ORDERLY JQQCONDITIONS. PROTECT ALL AREAS. PROVIDE FIRE Conserration. � . . . . . . . . - . . � . . . � PROVIDE ALUMINUM BIRD O EXTINGUISHERS IN THE WORK AR�A. PROVIDE LIGHTING AND SIGNAGE AS REQUIRED. - � (7)Forothereleciricstoragevolumes,minimumEF.0j37•(0.00132'volume). O SCREEN, EXCEPT FOR � � � � � � � � � � � � � � � � � . . � (B)Forothernaturalpasstore9ewlumes,minimumEF.0.67-(0.0019•wlume). � � � � � �qCo� � � . � . .� .. � . �.. . - . . . � . . . � . 14. EXHAUST VENTILATION AT BATH AS PROVIDE IN SECTION M1507.4- FBC- RES.2014 � � . � . � � � - � � . . . JJ DRYER VENTILATION 15. DRYER INSTALLATION EXCEEDING200 CFM SHALL BE PROVIDED WITH MAKEUP AIR. Mar�DATORY REQUIREMENTS ROOF CURB. REFER TO FBC 504.6 component section sulnmaryotRequirement(s) � �neck O ARCH. DWG'S. FOR DETAIL. 16. KITCHEN HOOD INSTALLATION EXCECDING 400 CFM SHALL BE PROVIDED WITH O , R , . : , , . MAKEUP AIR. FBC 505.2 _ Tobecaulked,gasketed,weatnerstrippedorotitierwisesea�ed 6O ROOF � i ' 17. COMPLY WITH M1411.5 LOCKING ACCESS PORT CAPS. REFRIGERANT CIRCUIT ACCESS Air leakage R402.4 � i PerTat��e Rao2.a.t.t.Recessed�i9nting:�o•rated as naving s s�a•AuxivaRv PAN�R,aiNro I � � PORTS LOCATED OUTDOORS SHALL BE FITTED WITH LOCKING-TYPE TAMPER - 2.0 cfm tested to ASTM E 283. / W Windows and doors:0.3 cfm/sq.ft.(swfnging doors:0.5 cfm/sf) / R 2 7 FLASH�NG OUTSIDE OF BUILDING SPILL 6" , / RES�STANT CAPS. when tested to NFRC 400 orAAMA/WDMA/CSA 101/I.S. �-� O ABOVE GROUND \ i cEiuNG 1 g. AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING &� \.J F replaces:Tight-fitting flue dampers&outdoor combustion air. O $O ROOFING � / COOLING SYSTEM. -R403.1.1 3ia°P.v.c.wc coN�ENSATE "iNGE�RiA GRi��E 19. CONDENSATE LINES SHALL DISCf-IARGE AT LEAST 1 FT.AWAY FROM THE Programmable R403.1.2 A programmable thermostaY is required forthe primary heating or SECURE GOOSENECK TO CURB DRAIN(CONNECTTO NEAREST WITH FILTER BACK FBC 107.2.�. Seope of Work ' - thermastat coo�ingsystem. O 9 WITH#10 TEK SCREWS MIN. 2 STRUCTURE SIDEWALL. FBC B 15Q3.1. O " ca7cH Basirv) � REPLACEMENT OF DUCT DuCts shall be tested a3 perSection R403.3.2 by either � _ - - -• _ .. 20: ALL AIR CC�NDITIONS DUCTWORK SHALL BE 1 1/2"STANDARD DUTY FOIL Airdistribution R403.32 . , . � � PER S��E, MAX. iZ O.C. AUXILIARYPAN � ` . ��1 indmiduals as defined iii Section 553.993(5)or(�,Florida PROVIDE 32�xao°AccEss REINFORCEMENT FIBERGLASS W I�N.MANUFACTURED LOGO PRINTED ON THE VAPOR system Statutes,or individuals licensed as set forth in Section ' PANEL AT ALL AHU'S BARR�ER . ` R403.3.4 489.105(3)(f),(g)or(i�,Florida Statutes.Air handling un'Rs are � � '� not a��owed in attics. BorroM cE�uNG sERv�cE 21. ALL EXHAUST DUCTWORK SHALL�{E.,';ODE GAGE GALVANIZED SHEET METAL. DUCT � . ; S; W OO O � SIZE SHOWN ARE NET FREE AREF ACCESS IS REQUIRED Spas and heated pools must have vapor-retardant covers or a {.;� ,, . , _ Swimming R403.10 �iquidcoverorothermeansproventoreduceheat�ossexceptit �_. ;. . � � 22. ALLAIR DEVICES (DIFUSERS, REC .FiS/"-��JD GRILLES) SFALL BE ALUMINUN � � pools&spas 70%of heat from site-recovered energy.Off/timer switch _ .� ,, CONSTRUCTION,WITH EXPOSED ;��JI�FACE CHEMICALLY T�EATED TO RECEIVE PAINT required.Gas heaters minimum thermal efficiency is 82%.Heat ' 8 ° TO MATCH COLOR, OR AIRGUIDE,UR APPROVED EQUAL. P�mp��heaters mm�mum coP�S 4.0. sPECIFIED DucT slzE HORIZONTAL FAN COIL MOUNTING DETAIL M1.00 sca�e:i°=1'-0� 23. PROVIDE OPPOSED BLADER DAMPERS AT ALL DfFFUSERS AND REGISTERS. Cooling/heating R404.1 sizin9 ca�cu�ation pertormed&attached.specia�occasion , 24. PROVIDE TURNING VANES AND EXTRACTOR,ALL ELBOWS AND TAKE OFF. victor R.veya-sanabria equipment cooling or heating capacity requires separate system or variable } VRVS-ARQ-FL,LLC capacitysystem. � � 25. THERMOSTATS SHALL BE COMBIR<'�TION COOLING/HEATING WITH Lighting R404.1 At least 75%of permanently installed lighting fi�lures shall be 9 �P. REC GOOSENECK DETAIL oF suPPORr R FooT SYSTEMNCOOUAUTO/HEA/OFF A�iU FAN ON/AUTO SELECTOR SWITCHES. aR s��is 26. REFRIGERANT PIPING SHALL BE.GUPP�R TYPE L 3/4 ARMAFLEX INSULATION SHALL PROFesioN,a�a,acHiTEcr equipment high-efficacy lamps. �. 7550 W 2ND CT,HIALEAH, � M1.00 sca�e:s/a^_�'-o° sPAc�NG BE PROVIDED FOR SUCTION LWEv. 5 "MAX UM FL 33014 27. DRAIN LINE MAINTENANCE CONDE:iVSATE DRAIN LINES SHALL BE CONFIGURED TO PERMIT THE CLEARING OF BLOCKAG�S AND PERFORMANCE OF MAINTENANCE , - . coNOErvsareurvessHn�� WITHOUT REQUIRING THE DRAIN LWE TO BE CUT A/C LEGEND oiscH,aRGea-r�easrl Fr. 28. PIPING AND FITTINGS FOR REFRIGERANT VAPOR (SUCTION)LINES SHALL BE AwAv FROM rHE INSULATED WITH INSULATION HAVRNG A THERMAL RESISTIVITY OF NOT LESS THAN �O F F�O� iTRUCTURE -- ' - si�EwA��.Fec e-�soa.� R-4 AND HAVING EXTERNAL SURFACE PERMEANCE NOT EXCEEDING 0.05 PERM[2,87 '� . ' � ' - / SYMBOLS , NG/(S � M2 • PA)]WHEN TESTED IN ACCORDANCE WITH ASTM E96. '�P�g.•v E�A Sq �9 GRassE�aREa 2 9. R E F R I G E R A N T C I R C U I T A C C E S S P O R T S L O C A T E D O U T D O O R S S H A L L B E F I T T E D W I T H y� � 2 DUCT SH ULD EXTEND STRAIGHT FOR SEVERAL .� � 6�` ^� RIGID DUCTWORK Duct Fittin Rectan ular �rvcHEs FROMA L O C K I N G-T Y P E T A M P E R-R E SI STANT CAPS OR SHALL BE OTHERWISE SECURED TO , �- _ � � g g CONNECTION BEFORE � �;�;. U � T8E BENDING PREVENT UNAUTHORIZED ACCESS. . � _ D , � 30. PIPING AND FITTINGS FOR REFRIGERANT VAPOR(SUCTION) LINES SHALL BE _ ' � DUCT UNDER POSITIVE -_!- i .;h ��`�::� > '. _-___- INSULATED WITH INSULATION HAVING A THERMAL RESISTIVITY OF AT LEAST R-3 AND A 9 �U PRESSURE - I I=I I I=I I , ���� ,��.�-, �Y.-I(I.I I I- HAVING EXTERNAL SURFACE PERMEANCE NOT EXCEEDING 0.05 PERM WHEN TESTED FC,, ,•`,�� Duct Fitting Rectangular w' ���`����z��, I-)I I= IN ACCORDANCE WITH ASTME 96:FBC R-M1411.5 �S ' . . - ' � DUCT UNDER NEGATIVE � Elbow `� .�4.,r�'�~,,,� - S� 1/'3 AND CLAMP - - � _ �RED PRG � PRESSURE ,�L ,�..� �i : �r, ,�.,�� � : CONDENSATE �`x- z , z� �Rv urvE �-,��,���. 10°oia.coNc.oR cuaY �G� WATER-HEATING EQUIPMENT SUPPLY AIR GRILLE � Duct Fitting Cap ;�i'h a��'M� PIPE WITHOUTCOV R MAX.SAC/°Pea '� ' CEILING MOUNTED � �� � �,� FILLED WITH 3/4"ROCK FOOT OF � � a�a°DEEP X 1/8°POWERED � ,; M�, , suPPORT 1. SERVICE WATER-HEATING SYSTEiviS SHALL BE EQUIPPED WITH AUTOMATIC � AC7UARED PINS a�"� �;- �b"�.,. � SPACING TEMPERATURE CONTROLS CAPABLE OF ADJUSTMENT FROM THE LOWEST TO THE � � '. RETURN AIR GRILLE Duct Fitting Rectangular - HIGHEST ACCEPTABLE TEMPERATURE SETTINGS FOR THE INTENDED USE.THE o � � (CEILING MOUNTED) Transition 1-iir�WIDEX Rici�oucruPro C INIMUM TEMPERATURE SETTING f�ANGE SHALL BE FROM 100 F TO 140 F (38 C TO 60 VICTORIA VILLEGAS � P RnP@a°O/ DE PITHOR 16�� ` 2. WATER-HEATWG EQUIPMENT INSi"ALLED IN RESIDENTIAL UNITS SHALL MEET THE MINIMUM EFFICIENCIES OF TABLE C404.2 IN CHAPTER 4 OF THE FLORIDA BUILDING V I LLEGAS R ES I D E N C E � SUPPLY AIR GRILLE � EXHAUSTFAN F�Exbi�cTUPTozs CODE, ENERGY CONSERVATION,COMMERCIAL PROVISIONS, � (SIDE MOUNTED) °W�THORIG°oEEo , 3 CONDENSATE DRAIN DRY WELL 10 FLEX DUCT SUPPORT 3. SOLAR WATER HEATERS SHALL ME�ET THE CRITERIA OF SECTION R403.5.6.2.1.PERM s�wi�Ex2sGaG.M. WHEN TESTED IN ACCORDANCE WITH ASTME 96. FBC R-M1411.5 STRIP AT SUPPORT M1.�� Scale:1"=1'-0" M1.�� Scale:3/4"-1'_�" RETURN AIR GRILLE O THERMOSTAT �❑ (CEILING MOUNTED) 1270 NE 97 ST, MIAMI SHORES FL 33318 ,:.; s�o�ha,usr�ua MIAMI SHf"+"S WCLAGE RETURN AIR GRILLE 5 DUCT HAI�IG DETAIL � DUCT DESIGN CRITERIA - AHU.O � (SIDEMOUNTED) ❑ M1.00 sca�e:t"=t'-o" ^ � AHU -Alf HaI1CIIClg UCllt ALL DUCT SHALL BE INSTALLED IN ACCORDANCE WITfI THE PROVISION OF SECTION M1 0 yED BY DAT , �i 1 1�i 1 �I N O lGS CLASS 1 FLEXIBLE DUCT STEEL NANGER WIRE THE FBG2017 EDITION - 1. ,SUPPLY AIR-FRICTION 0.08 FRICTION PER 100 -------- REFRIGERANT LINES I 2. RETURN AIR-FRICTION 0.05 FRICTION PER 10 G 0 3. MAINTAINED BETW EEN 500 TO 800 FPM(FEET PER I�IINUTE) CONDENSATE PIPING -rmic,a�c�wN�ca,swer CU -COCICI@C1S@Y Ulllt EXHAUST FAN WITH BACK DUCT CALCULATtON O DRAFT DAMPER LOW � ' �r� WALL CAP e NOISE LEV[L AND NO 1. DETERMINATE THE A/C LOAD CALCULATION 1.5 TON TABLE M1 GO�.�.'I VIBRATION. 2. DETERMINATE,MULI'1PLY LOAD CALCULATION BY I!MOUNT 400 CFM � �1��1)� LL APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO THE COMMENCEMENT. FRONT FACE GRILLE WITN OF CFM PER TON. 600 CFM � // F THE CONSTRUCTION,THESE PLANS ARE NOT FOR CONSTRUCTION UNTIL DUCT CONSTRUCTI4N MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa PPRovE�evTHE PERMiTs ErvTiTiEs FASTENING SCREENS 3. DIVIDE THE CFM BYTHE TOTAL OF SERVED SPACE AREA 714 SF TO OBTAIN A RATIO CFM-SQUARE FEET 0.84 CFM/SF EXNAUST FAN HANGING S/A SUPPLY AIR A.H.U. AIR HANDLER UNIT Rectangulat Duct 1/2 inch water gage 1 inch water gage sRa,c�cA��usrAB�� a. Mu�TiP�vTHis R,ario evrHE sQu,aRe FEET oFSE�vE� CAL Project Number: eroject Number DII71@IlSIOfI TIIICI(Il@SS�II1Ch2S� TIIICkI12SS �111Ch8S� AREA TO DETERMINE CFM NEEDED. Dgtg: ISSUE DBte 'r R/A RETURN AIR E.R. EXHAUST REGISTER (IC1Cfl@S� 5. ONE CFM NEEDED PR EACH ROOM IS DETERMINATES USE " Drawn By: Author : Galvanized Aluminum GSIVc1f11Z2CI AIUI711t1U111 TABLE M7507.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR DNE-AND TWO- THE DUCTILATOR TO CALCULATE DUCT SIZES � Checked By: Checker F/A FRESH AIR E.F. EXHAUST FAN Farun�v owe�uNGs-Fsc Res.2oi� N� Scale: As indicated `"` ' O/A OUTSIDE AIR 4W.C.D. FOUR WAY CEILING DIFFUSER 5 8 0.013 29 GA 0.018 26 GA 0.013 29 GA 0.018 26 GA ' ��� 9 to 10 0.013 29 GA 0.018 26 GA 0.016 28 GA 0.023 24 GA nREATO BE ExHaUSTED ExHAusT RATES ..-.______ , .. D:\Dropbox\Online Building Plans\06_PROJEGT_OBP�2018�2018-60- C.D. . CEILWG DIFFUSER M.V.D. MANUAL VOLUME DAMPER 11 to 12 0.016 27 GA 0.023 24 GA 0.019 26 GA 0.027 23 GA --�' victoria villegas\Rv11vICTORIA.rvt ,� Kitchens 100 cfm intermittent or 25 cfm continuous � 11/02/18 11:19:19 AM REG. REGISTER GF.M. CUBIC FEET PER MINUTE 13 to 16 0.019 26 GA 0.027 23 GA 0.019 26 GA 0.027 23 GA MECN�.N ;;� � 17 to 18 0.019 26 GA 0.027 23 GA 0.024 24 GA 0.034 21 GA � I GR. GRILLE F.D. FIRE DAMPER 19 to 20 0.024 24 GA 0.034 21 GA 0.024 24 GA 0.034 21 GA : - - - Bathrooms- Toilet Rooms Mechanical exhaust capacity of 50 cfm U/C UNDERCUT intermittent or 20 ctm continuous , 'I . L.D. LOUVER DOOR B;0"u. �� �l M 1 ■ O P�PPrtlt PCOC@SS 1 ' 11 WALL MOUNTED EXHAUST FAN DETAIL ` _ DRWNG. N0. ---- . M1.00 sca�e:i�a°=t'-o^ _t1.;1t�( 1Q Ci:MPCIN�`J„E i�rfTH r+LL FE�ERHI � +c _ ,. • v � U�ES t�fVD REGULAitONS. � _ RECEI�E� �f�I� �� ,�QiB �. . ; ��,I�r�' l��� 4��`ur;i � •k:'��°,��,��i���� � ��� ��^�� �,�+[ ��� � � � � � � � � � �. . r .: ,� . ,: . . � � . � ....).�. . . . . . . � . . .�. � . . � � �. � � . . � . � . . . . .. �. . � . . � . � � . .. . . . � . � . . - � � . . . � � . . . . . . � . � . � . . . ; . . . . . . . . . . . .. � . . � � . . .. � � .- . . . . . _ . � . . . � . . . . .. . � � . � . . . .. . `. . . . . . . . . . . - . . . . . . . . � . . . . . . . . . . . , . � . � - � .. . .. . . . � � . . . � . � . . . , . . . . . . . . . . . � : �. . . � . � � . � . � . . � . � . � � . :.. .. � . : . .. . . . . � . .. . � � � . .. . . � � � . . . �. � . . . . . . . . . . . . . .� � . .. . . . . . _ . .. . . . . � . � .� � � . - - . . .. . . . � � .. � . . .. . . . . .. . . . . _ '�..,� i,, . � . .. .� .. .. � - . . �-.�`.. s. I ,` � HIS W IC � . � ii�i'�I . .: . . . . . . . . .. ��..�..�.:.... �_.._.�,_._,..._,._ �._._._.��.....�..._._.�_._�..._�._ ....�.......�_... 13 �._..._�.__.__.._._..__,_�,..__�� w.�_� __.� .� I �..; I , a.r,� `" :.I i . HVA E ui ment Schedule -AHU , I€€ ' , � C q p t . ' . :__-° , .� � � / . i ` Loads Nomma a H� ,� �r�.�,,��,,�� .q.��,.:.�� � Models .:� �, ;,m ,�, �, �� �, �,� , .�.�;/ I Air Refri erant �i, `j� j �; / , j, j %�.� /,�/ �` .�� � � '. ' � �:W�..��.. � � . Supp Y g �'� w..� i , ..���.,.�,. uu ry., .�.���� �n ,�.�.���„� µm�r�,Nw�r�.._....�w,.���W,�.,�a��x� �. ' ...��.�,ruu,.�,,.t ' �,. ;' ; �s ,, , ,��� Mark Manufacturer (AHU) (CU) SEER Cooling Load Sensibie Load Latent Load Locatim (CFM) Type � ��� � ����tl �� ' ; � ' . �� � �: /� 7550 W 2ND CT, HIALEAH, FL 33014 ; , ' ' � ^ 305 699-5093 E. ke lanen mail.com AHU-02 Amana A5PT25B14A ASX160181 F 16 18,000.0 Btu/h 10448.0 Btu/h 3897.0 Btu/h LIVING 540 CFM R-410A g� , � ;, s•Xs� � � � yp g@g gg �' 31 GFM j � � . � . . . � � . � . � � . � . � . . � . � . . . � �./� . � . - 3 � . �/ . . . . . . . . �" � ,,� � � - : : �;� � ��, .,� � £ Na Description Date �;'' ���,��` � ` _' � , ,. , _ HVAC Equipment Schedule -AHU (EXISTING) k � , ���:,:� � :� � '"� ,�,/� .. . Models Loads Nominal �»,�„�.w. ,.w, , „ " i M.BATH � � s����• Supply Air Refrigerant �%�� �a � 6„� �%� • • . ..�. Mark Manufacturer (AHU) (CU) SEER Cooling Load Sensible Load Latent Load Locatim (CFM) Type ' 3'`cF"' ; � �' � � i ' '� �'� .... . �/ � 6„X6„ 12"x8" � � •���• s�s�a• 278 CFM �{ � � . . � . . . . . . � . . . . �..� . . . . . . � . � / "�,,'�.�, � 31 CFM j S � � � AHU-01 Goodman EXISTING EXISTING 60,000.0 Btu/h 1800 CFM R-410A � � �� '• •••• �•••�� � f � � � � � � ,#.,,�.�.�u..,�....�. � .u<.�� � �F� .�..' .�... � � , �� , ; s � .. � � �,.% ��: �� ,........ ��r � � . . .. .... ,. .. � �;'� � � � , ,,� . . . . � " ...... ,. ": '' " 6„"6„ � �� ,.... • 3; � j� MASTER ROOM� q r • � . . . . . . . . . . . . � . ..... _........ ..... ...... . � ... . �3i 0 CFM � . . � . �� . . . . . . . .. . 17 / . . . . . . ...... . .. ............. .............. . . , . • • . f • � ��•l�7�• � \: � ,� � , /� 11 � ,� •��• • �� � �;� � �;' � ' a • s • •a�t�• . . . ;. . . . . � . . . . . . . . � �` � � �� i � � � � � . � . • • ". � ... � � � . . . . . . . . � � � . ,.:�,.�.,,.,.r..,,:., .,,..,,,,,� -,,,�.,:�„��,.a, .,,:.,.�,,..,,.,.,,,,.:�,,,..,� .._..... ���/��� ..�„«�zq.�:, ,.,,�, �� � .. . � � .. � . . . . . . � ��• • � . § � � • � . . . . . � � . � , � . � � a . . . . . . . . , ., � ��j � . & /. /�. a,»:,�..�, • . . :' ; � . . ..,.:�...,, � . � . : � >' �� / � l • / . `� ' � �' � � � � . � � . . . . . . �. � � � . ' � �.�1.a� � x.�;uz�'�r� � "�� �-�„n�`m..�..�,�;� ._..... . ..._�,m�,�«�s��.;�d�,.,�.�n ,��«����� .�n�����. «w»x;,���.,�,� , �«.�,� �,n� . . . i�:� .. . . . . � � � ,�,�y��,�sk � E,;;>„,::HERWIC �� ( � 12 $ 0 3'� �/� ; E 278 CFM �%:� IF THESE DRAW INGS OR ANY PART THEREOF IS REPRODUCED WITHOUT � � � � r%�� THE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON SO ;� �csFF G , DOING WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COMMISSION. °;., �,: � ! �� ALL DESIGNS AND DRAW INGS HERE IN AND PRINTS ISSUED BY THE �; � ;°o�-r ,� `"""" ""� C IT T THE NEER AR T OPERTY OF THE ARCHITECTS AND � .� .,»,..,�,»'.,,,x w....,.,«.,,���,��.,,,.��. �.��;� w,.,��,. .>�.�.� . ,�..�.k,. ..�,M�a /� AR H EC OR ENGI E HE PR 9 , / " , r, , SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT THE ONE FOR %� 6„�/ 4��� � %� W HICH THEY W ERE EXPRESSLY DESIGNED. , � � �� 170 CFM �62 CFM �}�}�}{-�- N LL �,, ; X Vp � 10"x10" . . . . �. . � � . . . � � . . . . � . � � .. :� �� . _. . . . . � . � . N�M � . � � s 283CFM � . � .. . .� � � � � � � � . � . �. ; tt 10"x10" T � . . . � � ........ ............. . ........ ................. ...... . ..:........ . � a .� 8 IC flCCOSS . . 236 CFM ' . � � � �l?' � 221 � . . � � . . . . . .,... .�........ .. ...... . . . . . . . � . . , . . . � . . . � � . . . . . � . . . . . . � � : - � . . . . . . . � . . . . . . � . �� [ �J 10"x10' zz' / N NbTE:SUCTION AND LIQ.LINES W `'�� �,. � zascFM DINING '�--� ' j A?TICTUBE W/INSULATION HAVING .,�,��,<. �..,,�. a.....,,<. ,,M„„a,,�,.,,,n.,�-�,,..,.�«,�,w.,�-� ,..,,�:� ,,,�„�-,.� �„�;,.,.�..,�,.�,..� � �� 09 � �� N� � � R 3 AND EXTERNTALI ERFORMANCE i � ,'� / � j � � 1 � i' i �' � � �� . � H � X U ���� NQT TO EXCEED 0.005 PERM.W HEN TESTED �.� - . . �. . � . � � � � ' �j' �: ,.««�.�....�.F,..��.�.�.,.�,�'«u �..��«.:�.�,�a��,..�.�-«,��.�,�,«"�,�n�..�«....».»:�,.�,��.<.....�«�:;� �� . . . . . m I I � . . � � . . . . . . . . . . . .. "" 236 CFM N� gg � W ACCORDANCE W/ASTM �,�M ' �' � � ' ' •- € � E96 CU-02 a �;!� 10"x24 � � - J < Air Conditioner 100 CFM, � � � � KITCHEN � � � � , � �. /� �� � - 1p � � NEW ASX160181F �, � .,�.�,,,«...�µm,�,.�..��,,,,�,«.�.�..«.. n�.. �� �.�,.,.�..�,�.�«.,� / NLL � �„ ,-. .,�:.,�:�.�,. ,�,-.���««.,�. .�,u, ; r,.w, . . . . . . : , . � �� �� �,�su-....a-<r�a«« ...am�w«`....www.-w.+vur.'u�£ -.�.,/�w.'.:..: .�.sw ora�t.w �:�w-u�wwwa��..�..�.re..ws<,.,ww�a«�as-e:.wu..wr .w «�vi.e..ae�,. .w.w,u..ww� . . T� I I . . � ����n�.�ry��, �, � x� ; I 6. �/ �/�� 1 „ T N � I I EXISTING o-, � h� . �x 1 1�� 236$FM � L _ J � , ' �/ x ��? ,� /� �. - - � - - � � BEDROOM#2 .' AHU-02 - - - - - - - 1...._ ��.:. ...<. � _ -�-- - � I I ��� 05 ° � A5PT25B14A r r- - - - - - - _- - - - - - - - i� - - /�..,� _ �.J � . � 10„� �o°Xss° � I � � 9 I `�� � �CU-01(existing) 1800 CFM � I ��L I Air Conditioner �� �, � 535 CFM I �.. � ,"; �\��' �,' ' � � �/ � �'" I #� � ,,/ � ` AHU-02 � � `�. �"`�-�'`" - �� `2�. "� A5PT25B14A � �� �' � �;/E /"--_._..�. _ �,: � � � I �� � �� 22. L L�- � w� ,, � - - , � . ,� � , _ . HVAC ��'"� �� - - - - - - - - ' - - - - - - - - - - - - - J �� - - - Xo - - - -- - :� % . . r KEYNOTES , „ „ �:.�� - - - - - - - - - - - - - - - - - - � ��� '��1r?.��. - ���.�.��� r��oo Bc�°E�oFou�pe � , � , ,2X8 ; ,� - - - - - --_ - - - - - - - - - - - - - - - J� ,� � � ,. N�w,w ,�,...u� ,�;ak. F of Wo k - , , _ �' ' �aocFM n<�»«� ��, 3 - - 12"x12„ - - - � � c-� � T�/ / % / ��/ Y: � ''' " ; : ; ; ; �, �I , _ r . � :� NOTE# DESCRIPTION � ;; - /f <�--���i, �.'� �S�FM ' � �____ � , � � �. � � _ _- _=_= J ��� � � � � - � � ; ���- �. ; R ., .. 1. FULL SIZE SUPPLY AIR PLENUM � . � � 2. i - � i: 6"� � ��:� g„� ��O � � �� � � O � � � �a�� 130 CFM � 1 Q. LIVING /� � � _ I I 1"DIA.A/C DRAIN PVC SCHD.�40:� e ; . 26 CFM . �°""`° � ,,.�.,,�,.,.,, o � � � �V � �i� � I INTO 4"WALL PARTITION g. :� : .............. ' ��_�«r�,..�„,...., .,...,.., 3., ___.. ..... __.r�,�;«,,.,,«w.:: ., ti:.�„.,.<t�.;� .X 07 . � �� r V . - � # . I r � � �,s�,n,,,._� � � � � ,� 2O. PROGRAMMABLE THERMOSTAT MOUNT 48" A.F.F. '' � ��� � � � � a .� :�'� oo� �o : � � �� �� � � ^ � � I . . . . . � , � . �-�-��� V ' � �� �`� T� I I �. � t �: qi��.� 1 � � . . E �'�� ,. . � � .��� 3� j I . . . V� ' 3. B.B.Q. EXHAUST DUCT TERMINATING WITH WALL CAP PROVIDE SCREEN � ��� B T"#2 BAT"#' � � � H X8 8 XH" �'��l g�l �`� ,v �� ��'' � _ � ' .CtVRVS-ARQ-FL,LLC � �: 03 �� �� �� � � J AHU-01 � 9 O ; � ����.r 04 � 66 CFM 314 CFM 226 � �� �� � � d' , N AR 97719 ; � �: �,.,,.N�, �-...,,,,�,,.��,�A�u,. , v,,,� , �.__�FM___ __......._. �.._ _...... __.0 .�,��.� i �..M.�,,..�.� i,�,�.%�� €._; X o �� ROFESIONAL ARCHITECT . n � � � , , , � � _.. _ 113 CFM�i' � ,' i . �,.,,`�� j��.___ _..... ' � 18. - LEEVED IN 4 DIA SCH 40 PVC PIPE BELOW SLAB. � � � 5 W 2NDCT 4. REFRIGERANT LINES S � - � -�`"`�" 5 0 � 1�,�,� �,� �� .� __ __ � � � �..__. O ; q% �� ��" �/ , _�' � ,�� FIL 3 0 4 � ,� .«,,� � ; ��, ' `�.......� �' d'm �� �,� �_� _ � ta.,� � � ,� 19. T� . �g y ." : �' �, . . . � , � . ..__ . � � �'- � J� � . .. . . , r ' � . :. � . �...... . /.- . . . . . 5. GMD (26 GA MIN.) RANGE HOOD AT CEILING. 300 CFM MAXIMUM. � a,Hu-oi �� 4, � O g,/� � � � � E : 6�,� � � _ ____ � ```14„X 1 �,,�J J �!,� � :� �� � � � � 1800 CFM � � , ,`. ` € .x =, �n 40 CFM �....:. _.... POWDER ROOM �;�; �/� 6. CONCRETE PAD MOUNTED CONDENSATE UNITABOVE FLOOD LEVELTIE DOWN �j � ,���-��, , '"� ;.-, � � � „ O _ � - - � _ o . � SHALL BE MIAMI DADE APPROVED. �� � ��� �� �� 6 � ' ' � ,� _ �s � .�E �F F�� � �� � 6"x6" ,� ` 5� �� ........ 113CFM _ �:,� � �' • ' / P. • , ,4„x6, � 40�FM � �,. �� , � 6 � ; � y�C• �.V E Gq s9 , p 7�. 1" DOOR UNDERCUT,TYPICAL ��� � ���g���11scFM 0. i s26CFM �� � .. �,� �:� � ���0` � „ ......._ � € ., ,,,,,�„ 118 CFM � ` 2, , � 8. 2" CD BELOW SLAB �� :, , . , , � _ # �.. _� � � ___--____--_- �'� �- � � � � � �% � � � �/` � � ,; � � � � . U +, i � _ � �_. � � ._ ' � , �,,,,�u.�,�:��.m�»�,�N,�»„�n,.�«,«�y, � ��w»� � / � � 1 '� � � ' � ' � x �aa' �.� �; � _� FOYER I I i } GARAGE � � A 7 � , � �' BEDROOM#1 ��a , . � 3 , � . � 15 � ;i 17 9. DRY W ELL FOR CONDENSATE ..... �. , ., , _ °� � � -� ' � �/� G�� V O � � � ,;_ �S; ,,<�, : � 10. TOILET EXHAUST FAN &GRILLE, AS PER SIZED ON PLAN W/BACKDRAFT �j� � ✓ � � � � �� � � . O € � 15"x15" �� ... . � DAMPER. _ � � 8„� � ,� ...� „3�FM {y � ��%, r RED ARG�\ 15"x15" ��-�^ 11. EXHAUST DUCT TERMINATING WITH WALL CAP PROVIDE CORROSION �/� ' >>s cFM � . ` � � 113CFM ��� �� �,;.�� . O RESISTANT SCREEN AND BACKDRAFT DAMPER. �% �/ �� ,� �%�� � ,�` �/ _ ��,:�''� ,� � � 12. RANGE HOOD BY OTHERS. 400 CFM MAXIMUM. IF MORE THAN 400 CFM MAKE UP V � � � ' - AIR MUST BE PROVIDE AS PER FBC MECH 5052 � � 'z�XB� �' � � � _ � ; � - „B�FM � ;,� �� � VICTORIA VILLEGAS � � q REFRIGERANT PIPES &CONDENSATE DRAIN FROM ABOVE DOWN TO BELOW � ; �/ � . � � - 13. / � � � / ��,,�. , a I D E N �, � �, � ; s�,�,g. ; �i� ` �;i VILL RES CE ; 3 � �, � EGAS � � � � 14. FRESH AIR INTAKE DUCT AS SIZED ON PLAN FOR COMBUSTION AT FIRE PLACE �j� � ,� � ;.� � � �/� � �; � TERMINATINT WITH WALL CAP AT EXTERIOR WALL � ; ; ,� � � .....;� �,,:� � , � ? � � �� ' � � � 15. VERTICAL AIR HANDLER UNIT AS SIZED ON PLAN MECH CONTRACTOR SHALL �j � ; � � � , � � , : � ,�,' �, , , , , ,� _ .,� ��,�,_ ,u,,� �;� 27 E 97 S MIAMI SHORES FL 33318 O � " D /UNIT. ; t ,,�: ..a,� . .,,� ...�« ,.. � � � ; , .�..�.�.,�. ,� �xr`�''i " T� ; ALLOW 6 CLEARENCE AROUN A/C �,.��.,�„, , , ,�,,�..�,�. .�,�.�� ��,,��.., � H , , �. , , , , �, ; ; � k E �'� ��� %'� , % , � � � ' _ � � � : , , � , ; , . :: �.....�. � u ,..��,x ,,.�� .,.�._ a x .,�a�,.. ,.,�,� .,�� m w�9.,� ��..� � � , ; . , .,�...: �.,,.. _ _,. .. : 16. EXHAUST 4"f1�-GALV DUCT-24 GAUGE : �� , � �' , / '��s;x� � , i , , , � �,� ��, ,.���., ,��„H,N� � � � �,.���. _ ,.,n,.��. ,r.�,���� ���...�. �d...-ti,,,�,.��,� �,:.�,,�..a.. .�,»��� � ; ' 3 � / � � � � . / ' ; 17. 1" DIA. A/C DRAIN PVC SCHD. 40 INTO 4"WALL PARTITON ' � ; �� _w__._�.�____...__� ._...�.__�__.�.�__.._.___...._.__ _� O v_ .�_��__�____�_�r __.__�. W�_ .... �_ �__._ � _..� __..�� Mechanical Drawing 18. DUCTS PENETRATING WALLS OR CEILING SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM 26 GAUGE SHEET STEEL OR 1" MIN. RIGIDS NONMETALIC CLASS 0 OR CLASS 1 DUCT BOARD &SHALL � HAVE NO OPENINGS INTO THE GARAGE. FBC 302.5.2. 19. PROVIDE 32"X40"ACCESS PANEL 3 01 - 1 ST FLOOR M1.O1 Scale:1/4"=1'-0" OF HE CONSTRUCION THESE P ANS ARE NOT F'OR CONST U�TION UNTIL� 20. FLEXIBLE DUCT W/ 1 1/2"THK(R-6) INSULATION &VAPOR BARRIER MAX RUN TO BE 8'-0" PROVIDE RIGID DUCT EXTENDING FROM MAIN AS REQUIRED TO MEET , RovEoevrHEPERMirsENririEs MECHRNICAL REVI MAX RUN OF FLEXIBLE ELBOW RADIUS SIZED FOR LESS THAN R/D=1 A r ject Number: Project Number APpROVED DATE � e: Issue�ate 21. DRYER EXHAUST THAT TERMINATE OUTDOOR SHALL NOT BE PROTECTED WITH Dr wn By: Author r CORROSSION RESISTANT SCREENS, AS PER M1502.3 cked By: Checker Scale: As indicated 22. SECURE CU W/ONE 500 LBS ANTI THEFT BOLTS WITHIN THE UNIT CASING . k BA E PLATE NIDG CH8G5 D:\Dropbox\Online Building Plans\06_PROJECT_OBP�2018�2018-60- � THROUGH THE S ( ) victoria villegas\RVIIVICTORIA.rvt 11/02/18 11:19:21 AM ti 1 ; : � � • O Permrt Process ' � - DRWNG. N0. ---- r c * � GENERAL NOTES: DIMENSIONS�COORDINATION: , 1. THE RESPONSIBILITY OF THE ENGWEER IN RECORDS IS LIMITED ONLY TO THE SCOPE OF WORK AND THE DIMENSIQNAL INFORMATION,PRtCING,ALL DETAILS AND CONSTRUCTION SHALL BE BASED ON THE ENTIRE SET OF C � I �is�, INFORMATION PRESENTED IN THIS PACKAGE.IT SHOULD BE NOTED THAT THE DESIGN AND RECOMMENDATIONS CONTRACT DOCUMENTS.CaORQINATE THE REQUIREMENTS OF ALL PROFESSIONALS.USE INFORMATION FROM I- L Q R � D A / I ���� PRESENTED THIS PACKAGE ARE BASED ON INFORMATION GNEN TO THE ENGINEER OR RECORD.CONSEQUENTLY, APPROVED SHOP DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY, REPORT ANY � U I L D I 'i! � � ��"11 V S / � MEreR THE RECOMMENDATIONS STATED WITHIN THIS DRAWING MAY BE CONTRADICTED IF INSPECTION SUGGESTS DISCREPANCIES TO THE ARCHtTECT PRIOR TO PROCEEDING.tF A CCJNFL(CT EXISTS,THE MC�RE STRINGENT GC?1/ERNS. ' I OTHERWISE. THE CONTRACTOR MUST USE STRUC7URAL DRAW(NGS IN GONJUNCT(ON W{TH ARCHITECTURaL,CML, PLUMBfNG, �. � 2. THIS DRAWING SHOULD IN NO WAY BE TAKEN AS AN IMPLIED WARRANTY THAT THERE ARE NO HIDDEN DEFECTS MECHANlCAL AND ELECTRICAL DRAWINGS TU COORDINATE LOGATIUN C1F QEPRESSED SLABS,SLOPES, DRAINS, ( PRESENT AND WHETHER OR NOT THIS STRUCTURE WAS ORIGINALLY CONSTRUCTED IN ACCORDANCE WITH OUTLETS, RECESSES,OPENINGS, REGLETS,BOLT SETTINGS,SLEEVES DIMENSIONS, ETC.(DRAWINGS NOT BE SCALED) 7550 W 2ND CT, HIALEAH, FL 33014 ' � APPLICABLE BUILDING CODES,THE ORIGINAL CONSTRUCTION DOCUMENTS,OR ON SOUND ENGINEERWG DISCREPANCIES BETWEEN INFORMATION PRESENTED WITHiN PROJECT SPECIFICATIONS AND WITHIN STRUCTURAL � (305)699-5Q93 E. keypianeng@gmail.COfil I PRINCIPLES AND PRACTICES. NOTES ON PLANS SHALL BE BROUGHT TO THE ATTENTI(?N OF THE ENGINEER BY THE CONTRACTOR PRIOR TO 3. THE EXISTING STRUCTURE ELEMENTS INCLUDING, BUT NUT LIMITED T�,SLAB, FOOTERS,BFAMS, POSTS,AND PRESENTING HfS OR HER BID.IF SUGH A DISCREPANCY IS DISCOVERED SUBSEQUENT TO BIDDING,THE CONTRACTOR � WALLS ARE ALL BY OTHERS.THEY ARE NOT THE RESPONSIBILITY OF THE ENGINEER OF RECORD. SHAL�BE RESPONSIBLE FOR IMPLEMENTING THE OPTION SUBSEQUENTLY SELECTED BY THE ENGINEER AT NO N0. D@SCr{�}�t0�1 DBtB I 4. BUILDER MUST INSPECT THE STRUCTURAL CONDITIONS OF ANY UNAUTHORfZED EXISTWG IMPROVEMENTS BUtLT ADDITtONAL CQST,CQNTRAGTQRS SHf�LL SE RESPQNSIBLE FE}R FiNAL VERiF(CATt�N�F ALL DiMENSiONS,ELEiIATi�MSr , � BEFORE THE COMMENCEMENT OF THIS ADDITION.ANY DEFECTS AND/OR INCONSISTENCIES WiTH THE PRESENTED CLEARANCES,ETC.OF THE FRAMING SHOWN ON THE STRUGTURAL DRAWINGS AGAINST INFORMATION PROVIDED BY DI ING O M , t� i � DRAWINGS MUST BE REPORTED TO THE ENGINEER IN RECORDS IMMEDIATE�Y. MANUFACTURES OF SELECTED MECHANIGAL EQUIPMENT PRIOR TO PRECEDING WITH ANY RELATED PORTION OF WORK. P $ .N i � 5. BUILDER MUST VERIFY THAT ALI.DIMENSIONS AND CHARACTERISTICS OF THE STRUCTURAL ELEMENTS OF THE ITEMS REQUIRING SUCH REVIEW SHALL INCLUDE ELEVATORS(ELEVATOR PITS,BEAMS ABOVE ELEVATOR DOURS,ETC.) N � I EXISTING BUILDING ARE AS SHOWN ON THE DRAWINGS AND NOTES.IF ANY INCONSISTENCY IS OBSERVED,BUILDER ESCALATORS,DUG7S,COOLING TOWERS,ETC.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY REMEDIAL ' � MUST NOTIFY THE ENGWEER OF RECORD IMMEDIATELY. WORK AND FOR ITS IMPACT ON THE WORK SCHEDULE RESULTING FROM FAILURE TO PROVIDE EARLY NOTIFICATION OF - IT ' � 6. BUILDER SHALL RETAIN THE TRUSS COMPANY TO VISIT THE JOB SITE TO VERIFY ALL DIMENSIONS AND THE SUCH CONFLICTS TO THE DESIGN TEAM. POTENTIAL CONFLICTS,ERRORS OR OMISSIONS PRESENT WITHIN THE � ••+• i I FEASIBILITY OF THE PROPOSED TRUSS LAYOUT WITH RESPECT TO THE NEW WALLS,EXISTING WALLS,AND EXISTING DRAWINGS(WHETHER WITHIN STRUCTURAL DRAWINGS QR BETWEEN STRUCTURAL,ARCHITECTURAL,AND M.E.P. ' � ����'� • , • „ ro oF i F . - ' � ROOF. DRAWINGS)SHALL BE IDENTIFIED BY THE CONTRACTOR DURING HIS/HER EARLY REVIEW OF THE PR�JECT DOCUMENTS. •• '. . .. . 2. � , i i y. • • ...... _L 7. THE BUILDER SHALL MAKE A THOROUGH INSPECTION OF ALL EXISTING STRUCTURAL ELEMENTS,EXISTING SUCH CONFLICTS,ERRORS OR OMiSSfONS SHALL BE COMMUNICATED TO THE ARCHITECT W WRITWG PRIOR TO ����,� � - �-� JOINTS AND THE EXtSTWG UPLIFT CONNECTORS OF THE BUII.DiNG AND REPORT ANY DEFECTS C3R DISCREPANCIES COMMENCEMENT OF WORK.IN THE EVENT OF FAILURE TO PROVIDE SUCH A NOTICE AND SUFFICIENTTIME FOR A � :•...: TO THE ENGINEER IN RECORDS. RESPONSE,THE CONTRACTOR SHALL BECAME RESPONSIBLE FOR COST OF ALL WORK OR REMEDIAL WORK RESULTING •�� • •••••• � ' - � 8. THE BUILDER SHALL U5E WORK STANDARDS AND EXERCISE CAUTION WHEN DEALING WITH THE EXISTING FROM SIJCH CONFLICTS,ERRORS OR OMISSIONS,AS WELL AS FOR ITS(MPACT ON THE PROJECT SCHEDULE ��'�� � � GE SINK • • ° BUILDING ELEMENTS. HAMMERING,CRACKING,SPLITTING,AND/OR DAMAGING IS STRICTLY PR�HIBITED TO ANY OF (CONTRACTOR AGREES THAT HE WIL�MOLD OWNER,ARCMITECT, ENGINEER AND/OR ANY OF THEIR EMPLOYEES f�R � ���� �`�� ����' I THE EXISTING STRUCTURAL ELEMENTS,JOWTS AND CONNECTORS. AGENTS.HARMLESS FROM ANY AND ALL DAMAGES AND CtAIMS WHICH MAY ARISE BY A REASON OF ANY NEGLIGENCE � �� ���� ��'��� ° � dR AfVY MATERfAL AND EQUiPNfEMT SUPPLIES, ' � • �. - - 9. REFER TO STRUCTURAL NOTES FOR MORE fNSTRUCTtONS. ON THE PART OF THE CONTRAGTOR,OR ANY(7F H(S SUBCONTRACTORS, NE,�r , AND/OR ANY OF THEIR EMPLOYEES C�R AGENTS,IN THE PERFORMANCE OF THIS CONTRACT. W CASE ANY ACTI�N IS � �-;-�� - �"�'� - F R � C - BROUGHT AGAINST THE OWNER,OR ARCHITECT�R ENGINEER OR ANY OF THEfR EMPLOYEES OR AGENTS, •••••• [C- - - i STRUCTURAL STEEL CONTRACTOR SHALL ASSUME FULL RESPONSIBlLITY FOR DEFENSE THEREOF,TO THE FULL SATISFACTION OF LATTER • • � � , � , ( �, 1. STRUCTURAL STEEL SHALL CONFORM TC?THE FOLLOWING GRADES: WHE E CRlTICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS,OR WHERE NEVf/WORK ADJOWS EXISTtNG �F THESE QRAWINGS OR ANY PART THERE�F t3 REPRODUCED WITHOUT �� ... THE CONSENT OF THEARCHITECTOR THE ENGINEER THE PERSON SO � -- - _ - T F R HIS FULL COMMISSION. - 2. ALL WF,ANGLE BASE PLATES,CONN.PLATES(UON)...ASTM A36(FY 36 KSI) CONSTRUCTIDN,OR WHERE ONE MATERIAL ADJOINS A PREVIOUSLY PLACED MATERIAL WITH A MORE RESTRIGTIVE oowc wi�� eE woEerEo ro THEARCHITEC o SS - 3. STRUCTURAL TUBE...........................................ASTM A500,B(FY=46 KSI) TOLERANCE THAN IN-PLACE MATERIAL,CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AS REQUtRED TO COMPLETE ALL DESIGNSAND DRAW{NGS HERE fN AND PRfNTS ISSUED BY THE � i 4. STEEL PIPE.......... ..................................ASTM A53,GRADE B FY=36 KSI a ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THE ARCHITECTS ANO � � � ) SHOP DRAUVlNGS AIVD{NSTALLAT}ON.REP�RT ANY DISCREPANC(ES EXCEED(NG 3 fo BETWEEN FfELD MEASUREMENT sr�vu rvoT � REus�a ory aNY o���c�ca-nory DCCEPT rriE oNE FOR ' � .......... . r i - - � ) • • DIMENSIONS AND SCALED DRAWWG E}IMENSI�NS TO ARCHITECT BEFORE PROCEEDING WITH WORK. DO NOT SGALE 5. ANCHOR BOLTS U.O.N ............................... . .ASTM A307 WHICH TNEY WERE IXPRESSLY DEStGNEQ_ 2 6. GALV. FRAME.......................................................ASTM A36 G90 GALV. DRAWINGS;USE DIMENSIONS. 4 � j D1. 0 2. ALL STRUCTURAL STEEL SHALL BE DETAILED,FABRiCATED,CORRSION PROTECTED&ERECTED IN ACCORDANCE �/�/HERE A LINE OF STRUCTURE,OPENING LOCATION,OR DIMENSION IS CRITICAL AND BASED ON REQUIREMENTS OF a WITH THE AISC CODE O�STANDARD PRACTICE,LATEST EDITION EXCEPT AS MC)DIFIED IN THE ENC3TES, PROVIDE IN qNOTHER TRADE OR SUBCONTRACTOR,THAT SUBCONTRACTOR SHALL SUBMIT A SHOP DRAWING WITH THE REQUIRED , SHOP ONE COAT OF RUST INHIBITING PAINT FOR ALL EXPOSED STRUCTURAL STEEL. DIMENSIONAL INFURMATION UPON WHICH THE CONTRACTOR SHALL BASE THE LAYOUT AND CONSTRUCTION.THIS 5.: B TtiR M 3. ALL EXTERIOR COLUMNS,BASE&CAP PLATES SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. PROCEDURE IS MANDATORY FOR CURTAIN WALL SYSTEMS,ARCHITECTURAL PRECAST SYSTEMS,AND ALL MECHANICAL �� : R 6 - I _. __ _ ___ __ _-_ __ .___ _ _ 4. ALL ANCHOR BOLTS.HEADED STUDS SHALL BE HOT DIPPED GALVANfZED EXCEPT THAT EXPANSION BULTS FOR AND ELECTRlCAL OPENiNGS. � REAR EXTERIOR COLUMNS SHALL BE TYPE 304 GALV.STEEL AS MANUFAGTURED BY RAMSETIREDHEAD. THE ENClNEER WILl.CL�UD OR OTHERWISE INDICATE REt/ISIONS TO THESEDOCUMENTS ONLY AFTER THEY HAVE BEEN ,, 5. CONNECTIONS SHALL BE BOLTEDIWELDED AS SHC?WN ON PLANS.THE FABRfCATOR IS RESPONSIBLE FOR THE ISSUED FUR CONSTRUCTtON OR FlNAL PRICING.CHANGES PRIOR TO THAT DATE WILL NOT BE CLOUDED,CHANGES '' - ��` Jl�� DESIGN OF CONNECTIONS NOT SHOWN ON THE DRAWINGS.GENERALLY,CONNECTIONS SHOWN ON THE � - - - - - - -- - - - - - - - - AND/OR REVISIONS AFTE�t THE CONSTRUCTtON OR FINAL:PRICING ISSUE WILL BE CLOUDED IN AN ATTEMPT T�BRING - I STRUCTURAL DRAWINGS ARE SHEMATIC AND ARE ONIY INTENDED TO SHOW THE RELATI�NSHIP OF MEMBERS TO THE CONTRACTOR"S ATTENTlON ANY MAYOR lTEMS. HOWEVER, IT SHALL BE SOLELY THE CONTRACTOR"S - � I CONNECTED. RESPONSIBILITY TO COORDINATE THE PRICING AND CONSTRUCTION OF ALL REQUIREMENTS OF THESE DOCUMENTS. LOS � 6: UNLESS OTHERWISE NOTED OR SHOWN ON PLANS,C�NNECTIONS AT BEAM/COLUMN AND BEAMNVALL SHALL BE INCLUDING REVISIONS(FlAGGED OR UN-FLAGGED)WITH ALL OF HIS SUPPLIERS AND SUBCONTRACTORS. REVISIONS � - - DESIGNED FOR TWO-7HIRDS OF THE ALLOWABLE LOAD ON THE REMBER AS DEFINED IN THE AISC TABLE F�R ARE IDENTIFIED BY A REVISION NUMBER WI?HIN A TRIANGLE.ALL REVISlONS ISSUED lN A SWGLE DATE WILI.BE 29'-3" ALLOWABLE LOADS ON BF�4MS, IDENTIFIED BY THE SAME NUMBER. � � 7. GROUT FOR COLUMN BASE PLATES SHALL BE NON-SHRINK NON-METALLIC GROUT Sl1CH AS MASTER FLQW 113, CONSTRUCTtON T�COMPLY WITH R�QUlREMENTS�F THE GOVERNING BUfLDING CODE,AND ALL OTHER APPLICA6LE � I 8S ALL uEXPOSED STRUCTURALSTEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED AFTER FABR[CATION.TOtJCH- FEDERAL,STATE AND�LOCAL CODES,STANDARDS,REGULATIONS AND LAWS. I �, _ DETAILS LABEl.ED AS TYPICAL DETAfLS ON DRAWINGS AND DETAILS SHEETS,APPLY TO ALL SITUATIONS THAT ARE � I UP IN FIELD AT WELDS AS REQUIRED. SIMILAR OR SAME AS THOSE SPECIFICALLY DETAILED.SUCH DETAILS APPLY WHETHER OR NOT THEY ARE KEYED AT � �' I EACH LOCATION ON PLAN DRAWINGS.QUESTIONS REGARDING APPLICABILITY OF DETAILS SHALL BE RESOLVED BY THE I � � BOLTS: ARCHITECT OR ENGINEER. CONSTRUCTION DOGUMENTS MUST GET APPROVAL FROM PERMITTING AGEI�CIES.THUS lT IS UNDERSTU�D THfS SET E � � � BOLTS SHALL CONFORM TO ASTM STANDARD A325. OF STRUCTURAL DRAWINGS IS NOT ON FINAL FORM UNTiL IT BEARS THE BUILDING DEPARTMENT PLAN REVIEVN � I ALL BOLT HOLES SHALL BE STANDARQ SIZE WITH 1/16 INCH MAXIMUM T�LERANCE. PROCESS STAMP AND SlGNATURE OF APPROVAL. BOLTS TO BE HOT DIPPED GALVANIZED OR ZINC COATED. I BOI.TS TO HAVE WASHERS ON BOTH ENDS. FBC 107.2.1. $CO e of Work - � WASHERS TO BE HOT DIPPED GALVANIZED OR ZINC COATED. P � � � .,..,;,����� � � �W,P� �...,�,�F�� � �,���'� REPLACEMENT OF DUCT � I "'� r, -__ - -- - _ ,, : „ ,�,. „ , _, � � � _�.�,.....< . _..._ __ _- --- -_-__- - ------ � _ - i . - - . . ^"r •, ` : . {3 � � . "__.� _..._.. . . .. � : . ._.r_"_ y- � I A d � __ . ', � s;.. . '. �..1-,. . f , y �. . I I � - � . . ' ` {ts� �� + bi � 4 e 4 Y _ - -_ - _ - __ _ _C L _ _ �..A __ _ --` _ __ _ _ _�_ __�__.._.��._.�_ ��_.� , j �� �� }�� 5 � �;`�� -... � . `� � � ' v� - - -- - - - - - - � � � � � ' . �;,i �;, � � 4 � , � � � WORK LOCATION � ������ ,,3 � ,� 4� � � , _ - ,x. � :.. .�.;..^ �% ..' 'i 4�Ma , x'� n: ... .. .c'ex � n .. �, . - � " „ '� ` �� t, � ' � � Victor R.Ve9a-Sanahria _ � ,, - y , �,�-' � .: � '' VRVS-AR4FL,LLC D1.00 Scale:3/15,_�,-0�� � AR 97719 • � � ` r x � � PROFESIONALARCHITECT . R . ° ,; ' �" ��°� 7550 W 2NQ CT,HIALEAH, st� ,� � . FL 33014 ��� �� z � ��, �u � . . � . . +� vx;� � s 1...: - .. : ; .. . ,._ �., :. :� � �,�. . � - .:. ,. � �oh,-.. , ,. , �r � . ,: .,.,, ,T m: = pF FL . y - 1,.: ;k ,r . �. • O . t � � � � • ,�,Q;- �EGqs '��Q r g. Q.Q� qti•,'9 � � � �t ��� • o , � . . . 5�.3�q 5���,..�y l / . ' . z" f'��Y"(�; '� � � � „ ,� • V , ,; ' - � � Z r ��; ,ta�' ' w... ,. � � 3, } � � � � x ����� � �,�,�.��� � � a . 4 1/16" /16" 34 5 " 6 1/16" 3 15116" 4 z rt , �.�° �� , � 4 � � � � �� �� � � � . G , ; � : : t � ��� ; .�� � �� ; ��� �'� � � �• . , • L1 1/2"x1 1/2"x1/4" x 1 1/2" BOTTOM CHORD OF ' �� ' ; s'r � • - - ;R�,�c'`� � 40 Lb � � � � ��� � � � � � � � � ,� v r��� �� � � ��d� LENGTH STEEL ANGLE R04F TRUSSES A � � �' ED A 1-5/8" x 1-5/8" STRUT. � �� � ���� F * � AIR CONDITIONER CHANNEL-12 GA. W/ 3/8"DIA. BOLT ' MACHINE - 4 1/2„ 3►' 3 1/2" 3" 4 1/2° !�' ,` } �'A � � C° � � � � � - � � � ' ��� .��,��., � � k CV o - _ - _ - _ _ - = o � _ _ _ _ _ _ _ _ - � 3 STRUCTURAL FRAMING#D VICTORIA VILLEGAS .��_ D1.00 sca�e: � 4�, """'"°""'.a w.....w�.�.+..R 5 � � � / �ILLEGASP�� ;,v; :_ ��� � ��.o � `� ' o � 1/2"DIS.x36" GALV. BOTTOM CHORD OF ���� ����� � � ROOF TRUSSES �.� - y STEEL DOUBLE END 43 1/2" L1 1/2"x1 1/2"x1/4" x 1 1/2" ' � � ' o _ _ _ _ _ _ _ _ = a � THREADED STUDS WI LENGTH STEEL ANGLE �27o NE s7 sr, �� - - - - - - - - - - NUTS & WASHERS. W/3/8 DIA. BOLT MIAMI SHORES FL 33318 � - 00 N T L 1 1/2"x1 1/2"x1/4" x 1 1/2" 40 Lb " `n LENGTH STEEL ANGLE W/ BOTTOM CHORD OF `n � 1/2"DIS.x36" GALV. HVAC HANGING SYSTEM . � R �- STEEL DOUBLE END 3/8"DIA. BOLT /8° 3 5 " ��„ ROOF TRUSSES � g�� 22 1/2" ' � �.� _ � � �--� THREADED STUDS W/ � NUTS & WASHERS. i- . 1-5/8" x 1-5/8" STRUT. N - - � CHANNER-12 GA. � � AIR CONDITIONER � �GALV. STEEL � ALL APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO THE COMMENCEMENT � MAC H I N E OF THE CONSTRUCTION,THESE PLANS ARE NOT FOR CONSTRUCTION UNTi� 2 PLANVIEW _rv,_ 4 __ .._._. 4.yMr,.m . 4' FRONTVIEW � APPROVEDBYTHEPERMITSENTITIES ....a....s..:,�.,�,.....„_ ,.,�,..�.., ,„�,...,,. ..y...,_,... .,...,�. � l D1.00 Scale:l°=1�-a� D1.00 Scale:ll/2°=r-a� -�` r- - �� Project Namber: Project Number - - -' - �- Zz.°° _ Date: Issue Date �.� Drawn By: Author 1/16' 13/16" 34 5/8° 6 1/1 " 15/1 �� hecked By: Checker cale: As indicated . , \ ERVIQOR\Online Building Plans\06_PROJECT OBP�2018�201&60- 1-5/8" X 1-5/8" STRUT. CHANNER-12 victoriavillegaslRVTIViCTOR1A.rvt GA. (GALV. STEEL) '���J�s�. ��,��,1� �4/��/2o�sos:�o:22 .m. 5 LATERAL VIEW ���u..,�.�.�.,_.�.��,.��.........:� - ' .. _ ._ _ _ _�..L_.. _: ..�., ,� __.��.w..�..,,��.,.�..�..� �� , , , -- ._- ' J ,�'K . D1.00 s�ie.��rz„_�,_o„ �5�Y� � �D 1 . O O �-`"�,�.�rt ,,,�„�. ��'`'`'�� Permit Process �, �.,a�`��-� ,�,� ,.'� � � ---- � `"� DRWNG. N0. , .,�--�'""� • M . . � . � . � � . j . . . . . .. . . . . . . f �. . � � � . � . � � . . � / , , ,... .. ,,_ . . . GENERAL NOTES: DIMENSIONS�COORDINATION: � � IXis�� M�R 1. THE RESPONSIBILITY OF THE ENGINEER IN RECORDS IS LIMITED ONLY TO THE SCOPE OF WORK AND THE DIMENSIONAL INFORMATION, PRICING,ALL DETAILS AND CONSTRUCTtON SHALL BE BRSED ON THE ENTIRE SET OF F L O R I D A � � � INFORMATION PRESENTED IN THIS PACKAGE. IT SHOULD BE NOTED THAT THE DESIGN AND RECOMMENDATIONS CONTRACT DOCUMENTS.COORDINATE THE REQUIREMENTS OF ALL PROFESSIONALS. USE INFORMATION FROM � � � I PRESENTED THIS PACKAGE ARE BASED ON INFORMATION GIVEN TO THE ENGINEER OR RECORD.CONSEQUENTLY, APPROVED SH�P DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY, REPORT ANY � U � L D I N G P LA N S � THE RECOMMENDATIONS STATED WITHIN THIS DRAWING MAY BE CONTRADICTED IF INSPECTIUN SUGGESTS DISCREPANCIES TO THE ARCHITECT PRIC)R TQ PROCEEQING.IF A CONFLICT EXISTS,THE MQRE STRINGENT GOVERNS. ' I OTHERWISE. THE CONTRACTOR MUST USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ARCHITECTURAL,CIVIL, PLUMBING, ( 2. THIS DRAWING SHOULD IN NO WAY BE TAKENAS AN IMPLIED WARRANTY THAT THERE ARE NO HIDDEN DEFECTS MECHANICAL AND ELECTRICAL DRAWINGS TO COORDINATE LOCATION OF DEPRESSED SLABS, SLOPES, DRAINS, � PRESENT AND WHETHER OR NOT THIS STRUCTURE WAS ORIGINALLY CONSTRUCTED IN ACCORDANCE WITH OUTLETS, RECESSES,OPENINGS,REGLETS, BOLT SETTINGS,SLEEVES DIMENSIONS, ETC.{DRAWINGS NOT BE SCALED) 7550 W 2ND CT, HIALEAH, FL 33014 � APPLICABLE BUILDING CODES,THE ORIGINAL CONSTRUCTION DOCUMENTS,OR ON S�UND ENGINEERING DISCREPANCIES BETWEEN INFORMATION PRESENTED WITHIN PROJECT SPECIFICATIONS AND WITHIN STRUCTURAL � (305)699-5093 E. keyplaneng@gmail.com . � PRINCIPLES AND PRACTICES. NOTES ON PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE CONTRACTOR PRIOR TO ----, I 3. THE EXISTING STRUCTURE ELEMENTS INCLUDING, BUT NOT LIMITED TO,SLAB, FOOTERS,BEAMS, POSTS,AND PRESENTING HIS OR HER BID.IF SUCH A DISCREPANCY IS DISCOVERED SUBSEQUENT TO BIDDING,THE CONTRACTOR DI I NG O M PAN L i WALLS ARE ALL BY OTHERS.THEY ARE NOT THE RESPONSIBILITY OF THE ENGINEER OF REC�RD. SHALL BE RESPONSIBLE FOR IMP�EMENTING THE OPTION SUBSEQUENTLY SELECTED BY THE ENGINEER AT NO N0. D@SCCIptIOtl D8t2 T � � 4. BUILDER MUST INSPECT THE STRUCTURAL CONDITIONS OF ANY UNAUTHORtZED EXISTING IMPROVEMENTS BUILT ADDITfONAL GOST,CONTRACT�RS SHALL BE RESPONSIBLE FOR FINAL VERIFICATiON UF ALL DtMENStONS,ELEVATIONS, N W ovEN i � BEFORE THE COMMENCEMENT OF THIS ADDITION.ANY DEFECTS AND/OR INCONSISTENCIES WITH THE PRESENTED CLEARANCES, ETC.OF THE FRAMING SHOWN ON THE STRUCTURAL DRAWINGS AGAINST INFORMATION PROVIDED BY � coMnnENr Has BEEN nrrENoeo nNo zo�s�»r�o SECCTIONS HAVE BEEN MODIFIED N i � DRAWINGS MUST BE REPORTED TO THE ENGINEER IN RECORDS IMMEDIATELY. MANUFACTURES OF SELECTED MECHANICAL EQUIPMENT PRIOR TO PRECEDING WITH ANY RELATED PORTION OF WORK. accoRowc ro coMMeNr. (TC � 5. BUILDER MUST VERIFY THAT ALL DIMENSIONSAND CHARACTERISTICS OF THE STRUCTURAL ELEMENTS OF THE ITEMS REQUIRING SUCH REVIEW SHALL WCLUDE ELEVATORS(ELEVATOR PITS, BEAMS ABOVE ELEVATOR DOORS,ETC.) 2 DUCTDETA�L HAS BEEN ADDED TO CLARIFY 2o�a�ltios �� � I 7RANSITION UNTIL FOYER i EXISTING BUILDING ARE AS SHOWN ON THE DRAWINGS AND NOTES.IF ANY INCONSISTENCY IS OBSERVED, BUILDER ESCALATORS, DUCTS,GOOLWG TOWERS,ETG_CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY REMEDlAL 3 ATI1C ACCESS DEfAIL HAS BEEN ADDED ON zo�anvos To OF FI F . i i MUST NOTIFY THE ENGINEER OF RECORD IMMEDIATELY. WORK AND FOR ITS IMPACT ON THE WORK SCHEDULE RESULTWG FROM FAILURE TO PROVIDE EARLY NOTIFICATION OF P�ANs E v.�2. �' , 6. BUILDER SHALL RETAIN THE TRUSS COMPANY TO VISIT THE JOB SITE TO VERIFY ALL DIMENSIONS AND THE SUCH CONFLICTS TO THE DESIGN TEAM. POTENTIAL CONFLICTS,ERRORS OR OMISSIONS PRESENT WITHIN THE -'-- FEASIBILITY OF THE PROPOSED TRUSS LAYOUT WITH RESPECT TO THE NEW WALLS,EXISTING WALLS,AND EXI�TING DRAWINGS(WHETHER WITHIN STRUCTURAL DRAWINGS OR BETWEEN STRUGTURAL,RRCHITECTURAL,AND M.E.P. N�'�� ROOF. DRAWINGS)SHALL BE IDENTIFIED BY THE CONTRACTOR DURING HIS/HER EARLY REVIEW OF THE PROJECT DOCUMENTS. N�r 7. THE BUILDER SHALL MAKE A THOROUGH INSPECTION OF ALL EXISTING STRUCTURAL ELEMENTS, EXISTING SUCH CONFLICTS, ERRORS OR OMISSIONS SHALL BE COMMUNICATED TO THE ARCHITECT W WRITING PRIOR TO \,,, NEN�� S�NK � JOINTS AND THE EXISTING UPLIFT CONNECTORS OF THE BUILDING AND REPORT ANY DEFECTS OR DISCREPANCIES COMMENCEMENT OF WORK.IN THE EVENT OF FAILURE TO PROVIDE SUCH A NOTICE AND SUFFICIENT TIME FOR A ,� TO THE ENGINEER IN RECORDS. RESPONSE,THE CONTRACTOR SHALL BECAME RESPONSIBLE FOR COST OF ALL WORK OR REMEDIAL WORK RESULTING � � � 8. THE BUILDER SHALL USE WORK STANDARDS AND EXERCISE CAUTION WHEN DEALING WITH THE EXISTING FROM SUCH CONFLICTS, ERRORS OR OMISSIONS,AS WELL AS FOR ITS IMPACT ON THE PROJECT SCHEDULE •• • BEDROOM BUILDING ELEMENTS. HAMMERING,CRACKING, SfLITTING,AND/OR DAMAGING IS STRICTLY PROHIBITED TO ANY OF (CONTRACTOR AGREES THAT HE WILL HOLD OWNER,ARCHITECT, ENGINEER AND/OR ANY OF THEIR EMPLOYEES OR • •�• ������ LO Ef � �� PA i 1-- � THE EXISTING STRUCTURAL ELEMENTS,JOINTS AVD CONNECTORS. AGENTS. HARMLESS FRdM ANY AND ALL DAMAGES AND CLAIMS WHICH MAY ARISE BY A REASON OF ANY NEGLIGENCE .����� ; � • ������ � LIV G OO i P1IC 9. REFER TD STRUCTURAL NOTES FOR MORE II�hTRUCTIONS. ON THE PART OF THE CONTRACTOR,OR ANY OF HIS SUSCONTRACTORS,OR ANY MATERIAL AND EQUIPMENT SUPPLIES, ....�� � � � � , AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, IN THE PERFORMANCE OF THIS CONTRAGT. IN CASE ANY ACTION IS . •••••• I ---�' BROUGHT AGAINST THE OWNER,OR ARCHITECT OR ENGINEER OR ANY OF THEIR EMPLOYEES OR AGENTS, '....' ;••••• ,����� � STRUCTURAL STEEL CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DEFENSE THEREOF,TO THE FULL SATISFACTION OF LATTER � ��;,�• ( `� PARTY. ••• • . . . 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES: WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS,OR WHERE NEW WORK ADJOINS EXISTING �F THESE DRAWINGS OR ANY PART THEREOF IS REP�2bDl�CED WITHOI?� • •••••• ' 2. ALL WF,ANGLE BASE PLATES,CONN. PLATES UON ... ASTM A36 FY=36 KSI THE CONSENT OF THE ARCHITECT OR THE ENGINEEf��H6 D�RSON SO . .' ) � ) CONSTRUCTION,OR WHERE ONE MATERIAL ADJOINS A PREVIOUSLY PLACED MATERIAL WITH A MORE RESTRICTIVE DOING WILL BE 1NDEBTED To THE ARCHITECT FOR I�S Fd�L�MMIS�SION. � ������ 9 10 3. STRUGTURAL TUBE............................ ...........ASTM A5f1�0, B(FY=46 KSI) TULERANCE THAN IN-PLACE MATERIAL,CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AS REQUIRED TO COMPLETE A���EsicNs allo oRaw�Ncs HERE iN allo PRiNTs issuE� s THE ...,.� .... - 4. STEEL PIPE......................................................ASTM A53,GRADE B FY-36 KSI ARCHITECT OR THE ENGINEER ARE THE PROPERTY O HE ARCHITE • • � - ) SHOP DRAWINGS AND INSTALLATION. REPORT ANY DISCREPANCIES EXCEEDING 3%BETWEEN FIELD MEASUREMENT SHALL NOT BE REUSED ON ANY OTHER LOCATION E�CGF��( 7HE oN�,o� �••••� D1. D1. 0 5. ANCHOR BOLTS(U.O.N)...................................ASTM A307 DIMENSIONS AND SCALED DRAWING DIMENSIONS TO ARCHITECT BEFORE PROCEEDING WITH WORK. DO NOT SCALE WHICH THEY WERE EXPRESSLY DESIGNED. • . ° � •,,, 6. GALV.FRRME.......................................................ASTM A36 G90 GALV. DRAWINGS; USE DIMENSIONS. BATt1R0 M p✓� 2. ALL STRUCTURAL STEEL SHALL BE DETAILED,FABRICATED, CORRSION PROTECTED&ERECTED IN ACCORDANCE �/�/HERE A LINE OF STRUCTURE,OPENING LOCATION,OR DIMENSION IS CRITICAL AND BASED ON REQUIREMENTS OF WITH THE AISC CODE OF STANDARD PRACTICE,IATEST EDITION EXCEPT AS MODIFIED IN THE ENOTES, PROVIDE IN ANOTHER TRADE OR SUBCONTRACTOR,THAT SUBCONTRACTOR SHALL SUBMIT A SHOP DRAWING WITH THE REQUIRED TNROO SHOP ONE COAT OF RUST INHIBITING PAINT FOR ALL EXPOSED STRUCTURAL STEEL. DIMENSIONAL INFORMATtON UPON WHICH THE CONTRACTOR SHALL BASE THE LAYOUT AND CONSTRUCTION.THIS � 3. ALL EXTERIOR COLUMNS, BASE 8�CAP PLATES SHALL BE HOT DfPPED GALVANIZED AFTER FABRICATION. PROCEDURE IS MANDATORY FOR CURTAIN WALL SYSTEMS,ARCHITECTURAL PRECAST SYSTEMS,AND ALL MECHANICAL �" `,��� '��,, 4. A�L ANCHOR BOLTS, HEADED STUDS SHAL�-SE NOT DIPPED GALVANIZED EXCEPT THAT EXPANSION BOLTS FOR � � AND ELECTRICAL OPENINGS. .,..:,. � _ _. -.- _ _ _ - _ _ - f _ _ _ _�_ _ � J � REAR EXTERIOR COLUMNS SHALL BE TYPE 304 GALV.STEEL AS MANUFACTURED BY RAMSET/REDHEAD. THE ENGINEER WILL CLOUD OR OTHERWISE INDICATE REVISIONS'TO THESE DOCUMENTS ONLY AFTER THEY HAVE BEEN � I 5. CONNECTIONS SHALL BE BOLTED/WELDED ASSHOWN ON PLANS.THE FABRICATOR IS RESPONSIBLE FOR THE ISSUED FOR CONSTRUCTION OR FINAL PRICING.CHANGES PRIOR TO THAT DATE WILL NOT BE CLOUDED, CHANGES � DESIGN OF CONNECTIONS NOT SHOWN ON THE DRAWINGS.GENERALLY,CONNECTIONS SHOWN ON THE AND/OR REVISIONS AFTER THE CONSTRUCTION OR FINAL PRICING ISSUE WILL BE CLOUDED IN AN ATTEMPT TO BRING CLOSET � GARAGE STRUCTURAL DRAWWGS ARE SHEMATIC AND ARE ONLY INTENDED TO SHOW THE RELATIONSHIP OF MEMBERS TO THE CONTRACTOR"S ATTENTION ANY MAYOR ITEMS. HOWEVER, IT SHALL BE SOLELY THE CONTRACTOR"S � CONNECTED. RESPONSIBILITY TO COORDINATE THE PRICING AND CONSTRUCTION OF ALL REQUIREMEN7S OF THESE DOCUMENTS. 29'-3" 6. UNLESS OTHERWISE NOTED OR SHOWN ON P�ANS,CONNECTIONS AT BEAM/COLUMN AND BEAMiWALL SHALL BE �NCLUDING REVISIONS(FLAGGED OR UN-FLAGGED)WITH ALL OF HIS SUPPLIERS AND SUBCONTRACTORS. REVISIONS � � DESIGNED FOR TWO-THIRDS OF THE ALLOWABLELOAD ON THE REMBER AS DEFINED IN THE AISC TABLE FOR ARE IDENTIFIED BY A REVISION NUMBER WITHIN A TRIANGLE.ALL REVISIONS ISSUED IN A SINGLE DATE WILL BE � � ALLOWABLE LOADS ON BEAMS. IDENTIFIED BY THE SAME NUMBER. � �, I 7. GROUT FOR COLUMN BASE PLATES SHALL BENON-SHRINK NON-METALLIC GROUT SUCH AS MASTER FLOW 113, CONSTRUCTION TO COMPLY WITH REQUIREMENTS OF THE GOVERNING BUILDING CODE,AND ALL OTHER APPLICABLE I �, I AS MANUFACTURED BY MASTER BUILDERS OR APPROVED EQUAL(5f11Q1Q1 PSI MINIMUM) FEDERAL, STATE AND LOCAL CODES,STANDARDS,REGULATIONS AND LAWS. I I S. ALL EXPOSED STRUCTURAL STEEL MEMBERSSHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION.TOUCH- DETAILS LABELED AS"TYPICAL DETAILS"ON DRAWINGS AND DETAILS SHEETS,APPLY TO ALL SITUATIONS THAT ARE UP IN FIELD AT WELDS AS REQUIRED. SIMILAR OR SAME AS THOSE SPECIFICALLY DETAILED.SUCH DETAILS APPLY WHETHER OR NOT THEY ARE KEYED AT BED�COOM I I EACH LOCATION ON PLAN DRAWINGS.QUESTIONS REGARDING APPLICABILITY OF DETAILS SHALL BE RESOLVED BY THE I � BOLTS: ARCHITECT OR ENGINEER. � � CONSTRUCTION DOCUMENTS MUST GET APPROVAL FROM PERMITTING AGENCIES.THUS IT IS UNDERSTOOD THIS SET BOLTS SHALL CONFORM TO ASTM STANDARD A325. OF STRUCTURAL DRAWINGS IS NOT ON FINAL FORM UNTIL IT BEARS THE BUILDING DEPARTMENT PLAN REVIEW � � ALL BOLT HOLES SHALL BE STANDARD SIZE WITH 1/16 INCH MAXIMUM TOLERANCE. PROCESS STAMP AND SIGNATURE OF APPROVAL. BOLTS TO BE HOT DIPPED GALVANIZED OR ZINC COATED. I BOLTS TO HAVE WASHERS ON BOTH ENDS. FBC 'I OT.2.'I. SCO I WASHERS TO BE HOT DIPPED GALVANIZED OR ZINC COATED. p@ Of WOPI( - I I I � � -I L - _ - ; - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � WORK LOCATION I � D1.00 Scale:3/15,_�,-o�� �vz^ r-�o° ��iz° : r i �� EXI STING � i TRUSS EXISTWG WALL - �� '�°�� Victor R.Vega-Sanabria =L.�_�J VRVS-ARQ-FL,LLC ' `t I . AR 97719 NEW DUCT 8X8 R-8 - ;•I` I'• PROFESIONAL ARCHITECT L1 1/2'k1 1/2'k1/4"x 1 1/2"LENGTH STEEL TOP CHORDOFROOF ,��,a- E4 Eq ANGLE W/3/8"DIA.BOLT 45" TRUSSES " �`, '. ., 7550 W 2ND CT,HIALFAH, . CONTAP SEALANT OR H GH-GR�DE � � �_ �� FL 33014 : AIR CONDITIONER �� �„ URETHANE SEALANT - �3� MACHINE , EQ APPROPRIATE FASTENER 9 6 12"(305 mm)O.C.MAX. ^ 'S 1 " PRE-FAB. INSULATION ! 16�/8" EN I I' SHEET METAL a� �� COUNTERF1ASHING 1 . . � Q G NEERED WD.) � � v�GA `w'� TRUSSES. AS PER � ` TOP CHORD OF MANUFAC.SPECS '' �` w �� � �� ` '' ��r �� 3"(76 mm)MIN. � . ' : �a _ _ = �, ROOFTRUSSES ' � EXISTING � - -�I � : 5 � } �' ' '" � 1/2"DIS.�C35'GALV.STEEL �• � � ` t ' � " DOUBLE END THREADED SI111 TIE-BEAM �• �i. �� .� 40 Lb ATTIC ACCESS TO BE 22"aC30" , ,,^ x � • d "���� '° `�� x t' � � � STU�S W/NUTS&WASHERS. MODIFIED BITUMEN GRANULE $ � . z SURFACED CAP SHEET SD1.00 f�. • I I C � I I W/30 MIN"HEAD ROOM AS �. - f PER FBC.14 R807.1. 3 ' � ' `" `�; � � � , �� � � z w ` oasriN�TRuss 5/8"DRYWALL ON � -- 1i2"DIS a36"GALV.STEEL 1-5/8"x 1-518"STRUT. 'r. ' �`' '_ � � f � 1-5lS"x 1-5/8"STRUL �� �� t �► � DOUBLE END THREADED I I � I I CHANNEL-12 GA. x c i � t � CHANNEL-12 GA.(GALV. . ') XZ PTWD. FURRWG • ctr�y t �1 �^� ,,�-:.K'.? � � � STEEL) � 7!�/ 1 7 � STUDS W/NUTS&WASHERS. I I � � {¢ , , , � � 5!8"THICK.GYPSUM BOARD CEILING ON 1 1/2" ? (2J 2 X 4 a �p 24��O.C.W/R 5.0 �� � ���+ � I I CHANNELS�48"O.C.&FURRING CHANNEL� �.��^�°. - ,��.r�°��.�, _,�,��z�k, s�,��.:.� .�. °"'� ' `",°`"�' � INSULATION TYP. �� � � ��� � � I � 24"O.C. � ` Li 1(2'ki 1/2'k1/4" ;� Q I I � �I L1 1/2"x1 12"x1/4" _ �1 � • � � • r~ x 1 117'LENGTH x 1 1/2"LENGTH CUT DUCT OPENING&SEAL EOGE W/ � � � � STEEL ANGLE W/ � L - -I- - � STEE�ANGLE W/ �'�2"BLOCKING CHANNELS AS `' ELEV. 8.00� SEALORIX FABRIC AND WATERPROOF �`�D A��"� I I � a + ROOFCOATWG • � (� 3/8"DIA.BOLT � - -1- -�I 3/8"DIA.BOLT NEEDED. _ ' . H�-O�� CEILING 1 1/^ i I u i 5/8"GYPSUM BOARD � 0 9 SECTION VICTORIA VILLEGAS � MANUFACTURED PULL DOWN STAIR 22 X 30 D'I.00 Scale:3/4"=1'-a' �, Big Boy Attic Ladder,S Ft 9 In to 10 Ft � -- m � _ _ _ _ � � oE�KMATE VILLEGAS RESIDENCE �o DETAIL 7 Attic Acess Detail �ucr sxs R-s Fv�sHiNc D1.00 Scale:3/4"=1'-0° � D1.00 Scale:3/4"=1'-0" � WATERPROOF ROOF FASTENERS, COATING 2"O.C. 1270 NE 97 ST, MIAMI SHORES FL 33318 APPROVED SEALANT u�rz'ki 1/2�xva° I ���rz�x��rz�xva^ BETWEEN PIPE x 1 1/2"LENGTH x 1 1/2"LENGTH BOOT AND PANEL STEEL ANGLE W/ 17 /2" STEEL ANGLE W/ �,B��DIA.BOLT 3,8��o�A �o�T HVAC HANG I NG SYSTEM EXISTING 1/T'DIS.X36"GALV.STEEL PLYWOOD DOUBLE END THREADED STUDS W/NUTS&WASHERS. ,-�-<< TOP CHORD OF AIR CONDITIONER "` � ROOF TRUSSES � MACHINE �� ' , ,, , �`` � � � , � .� . ;� ,-5,s��X,-�ra��sTRUT. $ PENETRATION DETAIL P-1 5/8'THICK.GYPSUM BOARD CHANNEL-12 GA CEILWG ON 1 1/2"CHANNELS @ 'F �'�.�� Scale:1 1/2"=1'-0" � 48"O.C.&FURRING CHANNEL� � �:� ,�� � '� � � � 24"O.C. .-.-� ALL APPLICABLE PERMITS MUST BE OBTAWED PRIOR TQ THE COMMENCEMENT OF THE CONSTRUCTION,THESE PLANS ARE NOT FOR CONSTRUCTION UNTIL � APPROVED BY THE PERMITS ENTITIES � Project Number. Project Number Date: Issue Date � Drawn By: Author Checked By: Checker 2 DETAIL Scale: As indicated ' D1.00 Scale:3t4"=1'-0" D:1Dropbox\Online Building Plans�06_PROJECT OBP12018�2018-60- victoria villegas�RVT1VICTORiA.rvt 12/17/18 7:41:02 PM SD 1 . 00 . Permit Process DRWNG. N0. -- ��,���,�����������