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HomeMy WebLinkAboutMiramar Condo (Bella Vista) 27894STEBBINS & SCOTT, ARCHITEI 2101 Sunrise Boulevard FORT PIERCE, FLORIDA 33450 Phone 464.3122 BUILDING DEPT. 3bLY 19, 1983 J05 NO ATbEA1NIEPORE "MIRAMAR NORTH GENTLEMEN: WE ARE SENDING YOU YJ Attached ❑ Under separate cover via ❑ Shop drawings H Prints ❑ Plans ❑ Samples ❑ Copy of letter ❑ Change order ❑ MAIL the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION 3 REVISED ENTRANCE CANOPY FRAMING - SIGNED AND SEALED E ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted XX For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ Resubmit - copies for approval ❑ Submitcopies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED:—' DONNA A.11.bl ft.. l�lnc Ir.W, Mere. 0145 If "ClOS-leS are not as noted, kindly notify us at once. 277' 77 Z ., % RN gM own gum 41ft, V A .4 �,,MQEN 1:w� " M ll.� , I r �g , a n- ��M, 'vo�ft U ,�RfAw 'n Al"ll Ll -'d , 'C'31 N, A R,� *v ri 'All 4, ll&lk�lll 11 A -J 13 lK, MI'll a "T'l 0,� M 0 io W lq A W-N W Z, 04tM� ��,N �41 -M TAU,�k �,l e j 45h— AR �5, 0 T 101611 57�� AT Ov Q11... 5M P V: �El %k R 01 K w 41 EM K, ��,,,,;W 1',� 1! , ;� -, " 's- 4,1 'P, Z AR kill 'Al P(I'l �,kg; TP� g 411 42'4,� , 4 IT6 ; tpAv%9 pu� �A rg,o, W, A 1, V em, lal AV,; wcffim 'T np JA a ift V, Off 1�41 4j c 1,5 4 Im 0 41 kiwi' 'r T IT! , , I IV 1-1 - 1, E M, A* 111MIM I , - M " " A Ir w 41 IAW- A �11 �,U ni IRS rk IN S, "k $;Wet- W I N floT F� gg RW PrO 'M OR io� I , - M " " A Ir w 41 IAW- A �11 �,U ni IRS rk IN S, "k $;Wet- W I N floT F� gg RW PrO 'M OR io� n IR C� z i 1 I t N\E.T a � 1 - w3_ f �t 44'- c9"� P5 1.'0) ou 1 / h tab PW. r+j,p�,v 4l.it. 4CAig,2, Z;-Dom FOR. 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C,1 � . ,xn t'` v'....:- .l, m fri C v+ 0= —01� m 03 m —m +1ses t jar Y. %1n I r fi� I m b . t BEAM" SCHEDUL _. MARK SIZE REIN F 0 R C E M E N T _.— y ., r B0T. TOP STIRRUPS 283 gx33° 2_ y 2- 5 Iro .. 25 )2 12 x 4o " 3 - `to 3 -fro z e I G 2512A 12K 40" .� - Co �_ � 40 lG ate. r ' 25f3 12x4o" 3-G"'3_G�#3eI<o'�. __ -- -- 2e> t4 ri't2 12Agol, - ,1 ... '. } I " I1 �v I I 11 S ECT10N A 3/4"= C-0 10 e a T`t �. R_I,f_ _. SECTION IIC II 3/4 I 0 REMARKS 5aE SECT. C - 53 SEA 5Ec% 3cL�u/oR SN As'E AND INT�(LM�a. ,rags. S6�E SEc7' s�Etv�ev FoCZ I rrrErz►vt a D. &AI25 , DtTTo 21512 REMarzv,5^ DlTTr..j 2�+12a R�MA RICE t71TTo 2�t2 FZ.EM,ARI�S SECTION B" 3/4' = I 0 SECTION 11D II 3/4 = 1'- 0 McGLINCHY & PUNDT CONSULTING ENGINEERS 5901 SW 74TH STREET . SOUTH MIAMI, L..... IVI I iN /A IY! A r( IV V K I r°i t 'JszEBBINS FFF ® ,T DA T E DRAWN BY .G •�:�• CONDOMINIUMS IVI L7 BY B E L L A VISTA INC. ■ REVISED: CHECKED BY _ A R C H I T E C T S H U T C H I N S 0 N ISLAND F L 0 R I DA 2101 SUNRISE BLVD. 305-464-3122 FORT PIERCE, FLORIDA 3 3 4 5 0 REVISED ENTRANCE CANOPY FRAMING 33143 y.. $v k % Kn z,LY i 6v h Y, Y L i I �.v i9 zr ^ M I I ,. k ,�w �>• 3 n- a y� i ^ k ✓ Y S" f ;• k g 'v" 3 4r Y2 � u✓ I Nov C 1 Y'". �� vi' a?ilE; tFs p x Sk .... ... A b.. vn. i ..-..,..... 6 . d. .. .. . .. ,..? -fi .a.�.�,:.. : a ^» . :' ^' '; ,"*,,', ... *,{xti . :..r`*.3r„; +R ' e _. A .. , .. ., sx. , „i�_is ..7.... �...,"_x 4'� 0 I ry 2 z'' Y +. E'•w �?'y'+ 1 ' � 9Y',�#i +k� y�" q 9:xu h't'r'^y�[ t fu7 , �"b� >25"•�,�.. �iz�i q� Yvr 6 rc Y � s5" V - h � 't y '�5�• `: SS I r°far y>� ^.„y � v y x: M APPIwx. MEAN Hi6eH WATER LINE 61 12G�C�NTION DR�A � ( t /0.00 - Glib 7A5 l 3 arm 69 b 5 0 �hO.50 7.00 irj /6.75 6.75� 3 (v,lo2 �6•G2 m N (la.45 6.44/ J�. _ - KX I 6'-0" DRIVE 2#4xl'-O" 1" BELOW TOP OF STOP. r-DNIT urn rc WHEEL STOP DETAIL NO SCALE 11-4" OPEN THROAT --� CAST IRON GRATE 711 3" 3 7" #4 CONT. TYPE 3-1 "PH. C( 6" LIMEROCK BASE COMPACTEI A DENSITY NOT LESS THAN 91 MAX. DENSITY - AASHO T180 SUBGRADE - LOCAL MATERIAL STABILIZED 50 PSI F.B.V. 6" 6" TYPICAL PAVEMENT SECTION PARKING AND INTERIOR ROADWAYS PIPE CENTERLINE Maximum Area per Test Shown in Square Feet Florida Soil Item Bearing Value Density LBR Thickness CAST IRON GRATE TO BE EQUAL TO U.S.F.& MFG. CORP.,-DWG. NO. 6-B OPEN THROAT ONE.END ONLY SPECIAL ANGLE FRAMES TO BE SUPPLIED BY GRATE MANUF. POURED CONC. COLLAR WITH 1 44 CONT. INLETS MAY BE OF RED CLAY BRICK OR PRECAST CONC. WITH APPROVED SHOP DRAWINGS — - -- - - �•3"TYP. CONC. BOTTOM I 8" FLA. D.O.T. GRADE 9 COARSE AGGREGATE _ _ _ _ — J 8 UNSUITABLE FOUNDATION OPEN BOTTOM MATERIAL SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIAL 5rzGTION TYPF- " G" INI.r-r W / OFF-N 714KOAT *' -f0 eo' 'www, MU�GHG'17 ft fIL12�i� 012 AiOt A 6v75 �. —_ — I? Folz AKU N0.I 2 �_ .�-- " VV FOK A1Zr-,* NU, 2 0'1J (Or N0.1) �6,00 lo,cPo , 6.ao .% WA-rf_ rIZ a� TANK 5:I.C-V. S,OA (AIU�A NO 2f4 yi) -- d.00 ado TNlii( Na.l �. � ' �1�nN� µY c (aN� — TYIoIGAL GTION TPRU Mlr-,N- I N A12�A� � lo.�\ v � Oi, NV. Q.5 �WSGI. �� ti�b4GI�I�IZ (0,45 INLK N0. 2 > / (o goo � � s � 'fOP Fil., !o•(J - IQI � (0.75 RBTENTION A P_A NO. I / �N. N N NNl m 71 m) 351 ?41' �. G.G. M.I? �t1 �v11 �N1 1lq WIP14 A VARI0 1;Z5_1;N_r10N \1 (0 00 Oil, MUI4000 &t K (I .IZbO yG1 iA%D vr:�?rN VAaII:y Y $A r:,I.EV. AO WrW L ALL f DR EDGES 1 Stabilized subgrade 20,000 20,000 --- 10,000 Limerock Base ------ 20,000 --- 10,000 Shellrock base ------ 20,000 40,000 10,000 Asphaltic concrete ------ ------ - — 10,000 c. Supporting Data required is as follows: 1) Asphaltic Concrete Mix Design 2) Hot Plant Mix Base Mix Design d. If any test indicates that the work does not meet the Specifications, the substandard area tested shall be reworked or corrected and retested until the provisions of these Specifications are met. e. If, in the opinion of the Engineer or the County Engineer, additional testing is necessary to assure compliance with the intent of these Speci- fications, such additional testing shall be provided. 10, PAINTED PARKING STRIPE (TYPICAL) WHEEL STOP W ATION SEE DETAIL m e <;nyr �watl. sS�u,6�med ©fin ApArrp;��,,�� n�lyA`Aur a�a'�ar yip b rr"I TYPICAL 900 PARKING Q- --- r,-X I4i? GON?OU 12 5,Lr-,V gal Nor��i ixlyT �I-Ev• 1—� �tz01�0�✓t;►�11�V�M�N? y>;GTIoN 11 ��� I��TAIL -r4�1� G✓NC�T• Nome I, AIL. >;X16T 5I-5VA-fION0 NOTI!W N�I�G -rAKSN �-2W TdE�, ot�C_f4AM GI�oU�� ING. LANs �UI2Vr-,YIN6:f, 07W6,r He, 71-401 rL. 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PIN as�P%Tx_� L r:o u$ 0, "u, w", 7"� MM' 4, it k-T C>C.nfA'-� u 0 ct r.�p %J O?D T�;o C..CPSG wo"_r> CD I/It:0 L. u f,,, UARM" C'd. ga w4n N'DOC) wt;l - MTMUMMV"�� !"N J'4 lC 'NA 1.1 WO g M� tot XQ VY' 41 'vp R" mu _"'M�fe Z�_A, .. 'I'll -��j 'a AJ 41 pi v 3 4AW Wjr 'R w" 14" 0A, Aq �j Rf QT' 4;"' "'!"" f 04 A 4.1 INA X V�. C4 Ull 'WOO' of� J�'­*w 15 4v 30� j P4 EDO M w 4 I mww If, ­111. �_' I �11 I � ­ F, i tE"' 1 g dT R'$ �" '� m� i , 6m V �'4 iv , W, $F� i "Z� p p g� g C C L U M N SCHEDULE OM P Q R1 S T '3U `V L 3C Y o .......... Y f FLOOR i, ... s . .lka�%�. ;;fans .. "`l.�. ff t, mmW Sl f W �.6 ^' fl v a4X36 PRINTED ON NO .0HGLEARPRtNT GENERAL NOTES . ... ,_, .. . �... .a: TRUCTURAL DRAWINGS SHALL BEWORKED TOGETHER WITHARCHITECTURAL, N��HArrT 1RICAL7`6 J.�� AND ELECTRICAL A-'0 LOCATE RECESSED SLABS, SLOPES;, DRAINS, REGLETS, BOLT SETTINGS, VT"n, ANY DISCRI TPANCIES ,T-IAL I; ..., BALLED TO TH : ATT'NTTON 01' THE ARCHITECT BEFORE PROCEEJDING 4` -1 "I THE WORK, 'T4E CONTRACTOR SHALL VERIFY ALI, DIMENSIONS IN THE F'IE II. " a 3. ALL PILE CAPS SHALL 3E CENTERED ITNDER COLUMN'S UNLESS NiOTED 4.. ALL CONCRETE SHALL TEST 4000 PSI AT AGE 28- DAYS, EXCEPT FOR SLA-B' ON FILL, GRADE BEAMS, AND PIIv:I ..: 'HICH SHALL TEST 3000 PS1 AT AGE 28 DAYS. 5« REINFORCING STEEL SHALL BE DEFORMED BARS, NEW BALLET STOCK, CONFOkPING TO AST14 A625, GRADE 60. fi. REINFORCEMENT, EXCEPT WHERE OTHERWISE htJTEI}® SHALT, HAVE 2" COVER ON ?siAlt REIN'FORC111C iTd Ci)LUMPdSs COVER ON STIRRUPS IN BEATS ABOVE GRADE# 2" COVER ON STIRRUPS IN GRAN;='s BEAMS1 3" CCV--, i' IN PILE CAPS,, AND 1" COVER IN SLABS ABOVE GRADE. 'I. BEAM BARS ARE CONTIT.IOUS. WHERE NECESSARY, SPLICE TOP BARS WITH 0. 40 BAR DIAMr LAP AT MIDSPAN. BOTTOM BARS SHALL BE'` LAPPED 12" MINIMUM OVER A SUPPORT. LAP TE"N,P":RATURE MARS 12" MINIMUM. LAP P?c, iil " MINIMUM AT SPLICES. LAP SPLICES IN VERTICAL REINFORCEMENT ?C BAR DIAIAS. UNLESS OTHERWISE NOTFD, PROVIDE DOWELS FOR CONNECTED CONCRETE WORK NOT POURED AT TIMSS, ORIGINAL WORK IS POURED. DOWELS SHALL, BE OF SAME SIZE AND SPACING AS REINFORCEMENT IN ORIGINAL WORK, - 9« TOP BEAM BARS SHALL BE TERMINATED WITH A STANDARD 90 DEGREE ACI HOOK AT DISCONTINUOUS ENDS OF BEAMS. }. AT CORENERS OF BEAMS PROVIDE #4 x k®-O" CORNER BARS AT SAME SPACING AS HORIZONTAL RRINFORCING. 1I. HEADS OF OPENINGS IN MASONRY WALLS NOT FRAMED BY STAB OR BEAMS SHALE, BE SPANNED WITH 8 x B" PRECAST CONCRETE LINTALS REINFORCED WITH 244 BOTTOM BARS. 12. WHERE `POP OF PILE CAI' IS BELOW' Tim SOFFIT OF THE GRADE BEAM TO BE SUPPORTED, .DROP THE BOTTOM TO BEAR DIRECTLY UPON TIME PILE CAP. ,,-III= POLYET?•'13LENE FILM ON COMPACTE FrLL..Ic 2 ," G" Dt 1.4 N-1 A5 'k V "Ah"e' RAW "I 4w A I'j iinv, r-':4 "KI, �1� W nip �vzio, ei,i! �2!,T,E'73 MOT axp' n W,L, IQ T -aa 4K. 4 A iN, 5 pu— VI I'll 11�1�,��,`4,i,, �ik V" I,,. WO 1� jv�,#a 7w 4� F� IRA -ii -1AV A�, Ply - AM' M-1 14- li- ,4L -4 Vol i,F MC Vt I-M '41 7* M-1 F'111 -,W W, X ot , N 1q, Iii I - q IN gpyp 0 , ft"IM!Iii '14 N "Mom w '44 1w, 40 "% gr 0, I 1A 4� �41, W1 'A *A M" V-1 5-VI "*J, V" Vim Y S , 41, 'j" IM ve �,q4 g"70- Pq ",I)i �, �,- 11N 1, 01�1 Tq , ia AMR p', q., 21. . .. .. 1,W ,�A M . ... . . .... I . . . . . ii� AA" 'T i H 8 z, 10" 0 *4 c12°x.Gw• SECTION A-S4 1/2" = 11-0" 10 ��% �' �.�� ® - �� G I� ' � r V r' J 7" CONCRETE SLAB I� r.15 oey 6 5 6If611 TO 5 , -._--- _ .. . __ -.. _ .. __ _.__ . __._ - ___ ___.. _ _ -_ t _ .. _ --- ----____-- _-- _ _ _ - - -- _51 1 � ' v£LA �- t-.1'<�12'Ott3; i I LAB , ( i I � I H1 4 d q (yYy II f! A `/] i #>- � I Ctii' I �• --- - .: t'A2 d . 2F� 2�7 2 t!5G� 2 i Sd - 4 to I 2 L' ¢120. it +4 ( t _ I T x t _. to I �tvl �4 M i _5 31 `. I.. I to lr-_'" _e'Cf �,, \} .b,� �- 6'- „ 6'`g, "{1± t5 .{-9j'..� "fa4! 7"4'N11 SLAB 1It W'DD --- i1 _ !rLl�B 1� 4 i �LJ� -��N >K(', i � = I , i j 6-I 1� 5'� �Ir �G�����,6all iM .4j •� I 7I �— H I I f rp �a) I �- i t 1 I I .tl, e � eD� � �6i i ai I N �klak ($1 CONC RETE �S�_4 4-n 2 OIY _. �' ' 4/1 ' � I. 1{ �' L • � it � 1( I (1 �d 4 Y -21510 2,I510«; '2510, 1 Z&(O fi 45 - 8 v to,o r x tS-a d if i — (TbP L.AYETz) LI I . SECOND FLOOR BEAM_ SCHEDULE MARK TOP EL. SIZE REINFORCEMENT __ REMARKS *5 TOP 2-+�'S BOT. 2-w5 STIRRUPS �l2AIO-r zUour r7woP PkiT. rto F012M 000c HEA0. Pt2,AYiom oawe-L-s4 L-moors Fort 87'-Alm SL.Ae>j See ?-rAt Gz SEGTtoN. 251 +8'- 7. ?x 15 282 t 4- 31Z 8x t` v 2-'M`5 2-'�5 12'�,aTNQuoUT .LSvr,I. Co':r EA. erNc> --------- 2P�4 -70 E� tS' 2- 2-�5 acc�'.�. � p; E+AL, e t2 "u _. 255 a Q CIO ':,., GA T'>'ltL, a I8"oo. 2-#�- cc.+NT. AT MiD- Dtt"TH 2tSG + 11 �" 8 42" 2 - 2-� A lco°�.T J0LJT 2 Row5,'L-04 - INT€2MI!V. DEPTH. .. 2P_r7 t8� Co B x5r" 2-*0 2-*co e Iano4.-rHI2UoUT 2-*4 oc7NT. AT MID-17EI"TH 21518 + I t' �" 12 x42„ 4 -'09 2- 4a e t2 �.T44tZUoUT 2 RoW5) 2-*'S e Iwmizm ac7. r,,c- -A- 2l39 ; +II -ro i v2x4S 4-Oct 2-#ro -i2"a.TW2UoU7 2r2ow5)2Afrp NTEzap• UEprw + I I fo" 12 �42., 4-*7 2 -*7 a 12'a.TUR000T _ 1,2 Rows, 2-1`5 114TE12MoD. cn5pTw 2510 2511 -� +I! -d I2x42° , 4-11-7 5-*7 TI-iQUoUT 2POW5,2-INT*etzmCo. vmPTd- " 2zewz +12'-O° 8x� _ 02 2-*'5 _ a1GaG.TH20cUT LAr A"L 5A.IZ5 eW WITH 281-$ 9Z(tyF&, 2 ROWS 2-414_e IKI'VIL2I IEP. Iae.PfN. 2813 ----- +12-o -_— SA48 2-05 I 5-*co eIG°o�,TFIRUotJT 2ROW612-�¢ 3 1N7r:2Mep DE!Prt1< 2b14 + 12-d. 8x48" 2-*5 S_ss es Icp':w,TUIZUour 2tzow5, 2-#'4 I► vtzMev. c�errr[ Ico',.o.1-wIZG1pUT 2 C20W5, 2-#5 •. IIIiI'=O. VZP'TH 215 IG + ! ! = a* 18, 2- * 5 2- 05 'Ica'a. -rH 2 U oUT =x- -e No T 4 r5,. t3ARS SG" I wTo 21515 I otf 4-o !'cr---'oi� -7-o" 4--7 _ --- ,ta 4 , _Gr-4-- " _ k V) m SECOND FLOOR FRAMING PLAN SCALE: I/8"=t'-0" #,4wrzNam e;4rzs c•ryt'.i w • r• a .. Ail (tCo"LA.Pi , i �Q SECTION B - S4 1/2"= I'- O" T I LI Ln i J � rJ zl 4 1 I iu, I c-I i 2W1 7 7 IN,J'S L AS 7"5LAE3 0 711SLA5 PITcW t2 �_ 7' SLA I3 PART PLAN SLAB SLOPES AT SOUTH STAIR SCALE: 1/4"= 1'-0" At _J .40 30 PRINTEO ON NO. tOOOH CLEARPPINT y. ... .i`i -.r. - ♦�,. .x: lr (b .. .. x.. e e , ..• , Id n.. 131 1v. xir^!l,. .,. , - rt 1 +r 1, .: .,...,.M.... ,.:. r r�:_,,....,.,.. .., ,,.-.. .. 9 ...., .:.,.. ,(aa .. ... lrr , , '...._ ., r. .. C r n: ,.. ., r :::r', Mr ,. ri. {. ,. ,...a.,..m.,:,. ,$.,. ''4. .^v:..._. , ", e;,,.t ,r4..x.. ,..;.: ,. , ,: .• H „ ..,'i' ..v n, .,,c., 1-1E .M. r •c t .t4I ,r r u) .. 5 -... ,,.... k.x ,t d .: .. '., ,,. r, 4� •: r. •:-. ;,}. ,._ , ..,.. .I , a. x.. ... , �y,� .. .r....Its a a ... . .. . , '.._:. vkMs'h 1 r..�, v v... c... , n i r v>.:'{a .. ... 4'.: ::.: :, T r %. i ��JJ c :..t _ • . r, d .�..,. ,... A. .:. a :.. .. .... .,, a.. t ..... E.. � , F..:d , , r ... , •r , t :.. • ,.-<.. k r. .:'�... � ._k r r ,,,.. 3. 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AT _ J x 1 4 - , _ s i _ U)It _ (0 � '�► � m . � et2 * o.N 4 lt)'`'- a 8Q Ko o 9'-4 . ) _- Z 2'' . �fi r i _ { 7� C > C }� ,,, is s Dr _ v I - - _ .. Jw o I a=olp . ,:. n� __.-'x'fi' ,C "9pt,� /.�. �'�!. F�� 1"•"'J. _. �`i 1� fir;>: �, s,,n (, ©a, u, p�'.{(� a U'�+ 4 ., _ _. ..._ S .. (.7 u : x 7' (-► 5� i1- _ n .. _ n _ � �,._. (a �'� CQ ,. " x >t p � 17 f i$' :ti v:7 ^ 8'-' ._ •'1y, � ,a,+ �y. "• �._ ryf.._ x +w ., n(� 1 i s 1 �+.af .- a X S t _} r y� {. e i..+A 4. � d w 2u i X � (i � „*gS 9 � � 4'S ;. !x.� f :- x I\.�. y —°" I �;i X f�:i�; s %i �S • 1 . __ _— . — ..___.__ .,.__. 7 'f e- n:.. •a �' �r—t) - `-,r- ; - �:a,1,4., _ �: ..- � _ _..._ day. •��'O „ ttl , a o"Wilummomp 1 w. - i utL i CONCR TE SLAB 5`oe7-'o 5 72c>" h� 5X7�o" �x'1-c�" r.+ -v" x� -� ApD2 #4e)o?' 5-0� _t ,4 td_ i7 .7 a lL1�._ �rt�s caP"� C-!") C�1`7 j — C-��Z"> 1 {. %�' 1 a Q Q V QO if x ` a fD n. U �?� i a lit Aa .X -0s , ,�k.. w "+ .,.. �...... !S a ,,}}5...,.,..?F, .. 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FLR �ELEV•+1o41'10t1 � I - --- - - _ — k I � 2- 5 coNT. i ' 6' 811 , S E C T I O N A- S 6 SCALE: 1/2" = 1'- Oil 1 � , �cuf 11"" SRP3tTAFZCN. tip. N Eb ,$ 10 =Q' -O ." m �I I N I I i { sQe 47 STAIR ROOF FRAMING PLAN SCALE: 1/4"= I'-O" NORTH STAIR SHOWN - S. STAIR OPP. ROOF a PENTHOUSES BEAM SCHEDULE MARK TOP ELEV. SIZE REINFORCEMENT REMARKS TOP BO'T *5 STIRRUPS R31 R?a2 +014'- 5" +q4.'- 5" I 6x t✓j1 1 15 X 15 -- - 2- 2 *15 2-#5 2-*5 0&'oca-n4v-uouT 5 e $AL , c� irZ"x DROP SOFFIT AT D�GZ t4F--mac ' � G"a>�. EA 02A— —------.— --- Rb�- t G141.511 Sx 2-#Ca r r_*Ir✓i Co 10" ..EA. RN •�G•I�SHaRU. 'Z-�'4GC5NT. AT MID-J�PTH :. 2-#5 �-wCv L-M 2-�5 2RDS OUT' t' �(�"ccTltRUdUT — - ------------ - EXTI=NG TOP BoAI�S �aG" {NTD SLAB. - RjJG +94-4" i 8 ><t5 R >st� . +q.5' 4" t2 K t 3 -rho 3 - G e 7. EA. SNP gA L. alb"ate CiPSET BM.) P4U2. WITH S"&, . 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"'� �' :. y ,s�q yyrr ,K� a•, �� a - •4a' ' aq " Pv 'w"V +a � v: s ! b'.}yk aa�i,L+ j .. afy�y�' z's r ¢x , s m>`✓ e� w `�� k ru r a r s,Y w '•,g n "'w `' x'^rH k4 5jt YI y rry'✓" x JL i°" 1ME. ;i t.'war r'6a .A & �a+.": 3* 'k� ^ � 1 z+'c t5 , * -75 ' h It AIC t/Aol W1 • ``��Lr�Ls��II����yyl!���yl 240 0 R7R . lOG1VAC 4 4o APTS. 60 F02 co/zli %Z 2 3a Ail w,s R'aoF 211"(21 THW - 3/q [I—?-- APT 2 O ��i n �' 3`t •.'« • 'w .� ,> `.. u a i r"<q Aa„t x3' r 'x y r s6,xtins+i�y ,`� j x .r.sYfrS..i.»un 'SCALE : a " !i 0, O$57X7UCT/ON Lill MOUn?ED �^� 5 " 2 ' - O" Asove ROOPw FASTE/./Ea "i 20ooF ONbe . /y�Tj/PTO�q/�200/�F�/) 1pn/ZAPET —' varoll a •-+--1 COw7MaL.46OVI /ZE -44 0 SEE YGMows it l svi 40E-9 r U L j ELEVATOR n ♦x# a� � ! t I „1GAi_ GCW4EN51Ai u _S SEE C01\AV&rC7`/0N L . t 4 - THIS SHEET. P t VIA RTMENTS - k r 2 {L... ' eeV EBB-C ROU5E-TRUGL10-PLA N A' ' PL E FLC^ CONSULTING ENGINEERS. INC 1 4557 PONCE DELEON BOULEVAR^ SI-IEE T MO CORAL GABLES. FLORIDA 3314x;�E- 4 OF I 0 I ^ " •. a � 9f `Y `f r iI wg COORDINATE ALL LIGHTING FIXTURES WITH MECHANICAL AND PLUMB'_NG TRADES BEFORE ROUGH —IN. ' nt-1^s >, • .i-., - ' _::. - ' 3' .� .�bQf" 2. VIAL BETWEEN APARTMENTS AND/OR ROOMS SHALL NOT ALL OUTLETS MOUNTED ON COMMON L •, t ..ry '� ✓x� ,.;r•. ,..,;Y,#r =".'-� ^;; gs�r e:,.. .'. xf s J. a--. .„.- �:. § _ '-,. ,,. :� a ;�.. `s;. 'e�+ BE MOUNTED BACK TO BACK. THEY SHALL 8E STAGGERED TO PREVENT SOUND TRANS— ,�in tM'1 r � x ,'d 7",L` `�.jvk i § '� +'� < &) $'��„' �' �' MISSION. aa:r . . ♦�, < 4 F ': c, :> �' ;: 5 F r., vl' ,' k � ,.:., f wri+;�" x „yw�. k. '• -r ' -.,;:x >¢�A^zs �'. �•...,,: .�� �,+ a,- n `+, �'� x,x ae. a s «� }�'ya rr ,. k d°�b� . { 1 °- ,�+`d'�' x° '"a: �`�"''�• r,'�" '�: '� t'"rv:: a: T-�,�« "a,`'„^::, � "` r�li;,•��.,,: r� >3 ' x x `�� '�,..• ��' 3. THERMOSTAT WIRING SHALL BE DONE: BY ELECTRICAL CONTRACTOR AS PER DIAGRAMS t� 1^ ^v "" .,.. r ,{,,;. s , a°"' •. , ' > , N. w .,:: $ v r :": s "�` Y '': rrr_'+:" i , , v, a. .,; ti, ., <. ^�,,,. *. 3 A DRAWINGS N G S FOR EXACT LOCATION. 8Y UNIT MANUFACTURER. SEE MECHANICAL UR I r, ~E �^� �g .,< �; kN g�, a< Y r�✓T a .. y, , rv5 `Y N wr lt' tucc` „'r «"'..^r';. .:f 1#'.n .'+'rr; 'i � % •.+,`i ' o{a. .'.�.?`{3,;;?;', # .,?,`,"R`.' L "h *. y ',urn ✓r'• 1 ir`"'e a ,.i f; :w. ;°, ,'Cs r ° .", ,<,Y°'^-'.sr r,•a �°•.`� _� ,.1.:-. x. T,�^ w r+-*� .:r � 'i �;ry' �..,: - 4. ALL BATHROOM AND BALCONY (AT GRADE LEVEL) RECEPTACLES IN EACH APARTMENT $ .SHALL BE PROTECTED BY A CIRCUIT BREAKER WITH GROUND FAULT INTERRUPTER* 5. P — THIS SYMBOL INDICATES APARTMENT MAIN TELEPHONE OUTLET. SEE TELEPHONE RISER DIAGRAM. ,.0 S , ,^ ,yam 'h ry !J 6. fj — THIS SYMBOL INDICATES APARTMENT PREWIRED TELEPHONE OUTLET. SEE TELE— r� �, L � "` 4'� y, '�- si,2,r Mr ;g. ''€t,,". Lje.s «�'''Ap" ,t & r''«xLaqR^}-' Ea ,E�L.o.✓ "�'":''� rsxkin> ON, aPHONE RISER DIAGRAM. SEE SF47`- d :-7, o7. THIS SYMBOL INDICATES ELECTRIC RANGE RECEPTACLE. 125/250 VOLT-50A —r 3F —4W GROUNDING. FLUSH MOUNTED. UP TO 20 INCHES. 6. FOR EXACT LOCATION OF DROP AND LUMINOUS CEILING AREAS SEE ARCHITECT DRAWINGS. xa t e • .} t . a... .,..r. -. v.. ,.. � ..,....J _......,. ..., ... ... '�... x. ..... .. THIS SYMBOL INDICATES SPEAKER OUTLET. SEE FIRE ALARM RISER DIAGRAM..,. t l t C �nc' 3 YF :� rV s a W pt ;n . e n � ~<� 30. — THIS SYMBOL INDICATES SMOKE DETECTOR. SEE FIRE ALARM RISER DIAGRAM.., r 11. THIS SYMBOL INDICATES A/C CEILING DIFFUSER. REFER TO A/C DRAWINGS 4[ , IL >I S nl, i FOR EXACT LOCATION. • , A .?.. ' ,y '.,, 1 w.. nr° v n �F a .,, r r 12. FOR DESCRIPTION OF OTHER SYMBOLS SEE ELECTRICAL LEGEND, SHT ME ^ d x�. 1 �M1 5. I Ilk I'YPF : 50, 5 L0A0 C&V7` lL a E r NCO SUR PANm VOLTAGE / ZO f Z06 \I / 0, .31e/ __. ._ � L.3CA I10N MAIN:: 150 A. A4.L.0. 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V I beT t tiP• ''k S vu«+,Yn -srrvse wamM+mwwumTRweM.a4 ,:,eeau'wxY rwWeuvw.ww.y.xwn4�:.ww,- mxM Mr.m! § Y ✓ 2 H �" i 1 a x. s u %+. ...<,,.. „ mot. .. n r. s a < ty € X dr i F ^f Y f Te kA t .V -0 .�'. l vi �+ n iiaw a. iY :a+xm, 'wn i ,Sk,,.,, io-w='all,Ed� kf4r '�Y +.5:'e WEBB-GROUSE-TRUGLIO•PLANA- w CONSULTING ENGINEERS INCARD4557 PONCE DELEONBOULEV6CORAL GABLES, FLORIOA 3,L314 < ELECTRICAL LEGEND I 9 GENERAL NOTES . I LIGHTING FIXTURE NOTES SYMBOL DESCRIPTION CEILING OR PENDANT MOUNTED INCANDESCENT OR H.I.D. FIXTURE: 2 0a '2' = CKT. NO., 'a' = SWITCH LEG.. WALL MOUNTED INCANDESCENT OR FLUORESCENT FIXTURE. HEIGHT TO BE VERIFIED WITH ARCHITECT AND/OR OWNER. 1_- FLUORESCENT FIXTURE BARE LAMP STRIP. 2= CEILING MOUNTED FLUORESCENT FIXTURE. '2' = CKT. NO. 0 ® LIGHT FIXTURE ON EMERGENCY. CIRCUIT, �..D EMERGENCY SEALED BATTERY UNIT WITH TWO SEALED BEAM LAMPS. u REFER TO LIGHTING FIXTURE SCHEDULE. m CEILING OR WALL MOUNTED EXIT FIXTURE. SEE FLOOR PLAN FOR w DIRECTION OF ARROWS INDICATING PATH OF EGRESS. OL.IGHTING FIXTURE TYPE DESIGNATION '1' REFER TO LIGHTING FIXTURE SCHEDULE FOR DESCRIPTION. $d SINGLE POLE TOGGLE SWITCH, 'a' = SWITCH LEG + 48 INCHES.. $3 $4 3-WAY OR WAY TOGGLE SWITCH = 48 INCHES. $K $P SINGLE POLE SWITCH, 'K' = KEY OPERATED, 'P' = PILOT LIGHT TYPE + 48 INCHES. $m MOTOR RATED SWITCH WITH THERMAL_ OVERLOAD ELEMENT + 48 INCHES. DIMMER SWITCH, AS SPECIFIED ON PLANS + 48 INCHES. SINGLE POLE SWITCH & DUPLEX RECEPTACLE IN 2-GANG PLATE & BOX + 48 INCHES. Q PUSHBUTTON SWITCH+ 48 INCHES. DISCONNECT SWITCH. SEE SCHEDULE, ® MOTOR CONTROLLER, DUPLEX GROUNDING RECEPTACLE, WALL MOUNTED + 18 INCHES 125V., 15A, NEMA 5-15R EXCEPT OTHERWISE. INDICATED DUPLEX GROUNDING RECEPTACLE ONE SIDE SWITCHED, WALL MOUNTED + 18 INCHES 125V., 15A.., NEMA 5-15R -e SINGLE GROUNDING RECEPTACLE: 125V., 20A., +18 INCHES. NEMA 5-20R, EXCEPT OTHERWISE INDICATED. DUPLEX GROUNDING RECEPTACLE. SPLIT: WIRED, 125V-.15A NEMA 5-15R +18 INCHES. DUPLEX GROUNDING RECEPTACLE MTD. HIGHER THAN STD. MTG.HT., VERIFY EXACT HT. AT CONSTRUCTION UNLESS HT. IS NOTEDONPLANS. O WEATHERPROOF FLUSHED FLOOR OUTLET WITH DUPLEX GROUNDING RECEPTACLE. 125V-I5A., NEMA 5--15R.- EXCEPT OTHERWISE INDICATED. SPECIAL PURPOSE SINGLE RECEPTACLE OUTLET, .SINGLE PHASE. SEE_ PLANS FOR DESCRIPTION. -® SPECIAL PURPOSE$INGLE RECEPTACLE OUTLET, THREE PHASE. SEE PLANS FOR DESCRIPTION,. JO CEILING OR WALL MOUNTED JUNCTION. BOX, 4 INCHES SQUARE WITH BLANK COVER. TELEPHONE OUTLET -WALL MOUNTED,. +- 18 IjJC.HES I.N A 4 INCH SQUARE BOX. WEATHERPROOF FLUSHED FLOOR TELEPHONE OUTLET, Q TELEPHONE WALL SPACE, �Tv> TV ANTENNA OUTLET, + 18 INCHES. �l FLUSH WALL MOUNTED CLOCK HANGER RECEPTACLE, + 7. FT.-6 IN. _ LIGHTING AND OR RECEPTACLE PANEL (SEE PANEL SCHEDULE). cm DISTRIBUTION. OR POWER PANEL (SEE PANEL SCHEDULE.). HOME RUN TO PANEL: 'A' = PANEL DESIGNATION. '1.3.5' = CKT. NOS. j�- TICKS = NO. OF # 12 WIRES IN 1/2 INCQH C. UNLESS OTHERWISE NOTED. CONDUIT RUN CONCEALED IN CEILING OR, WALLS. - - - - COND61T RUN UNDERGROUND, IN OR BELOW FLOOR SLAB. ---- --- CONDUIT RUN EXPOSED. FLEXIBLE CONDUIT. - T - E.C. FOR TELEPHONE SYSTEM. 1/2 INCH C. EXCEPT WHERE OTHERWISE NOTED. --007-- CONDUIT DOWN, OR UP. MOTOR CONNECTION. INSCRIBED NUMBER INDICATE HORSEPOWER. y OUTLET FOR EXHAUST FAN (FRACTIONAL HORSEPOWER). l'J THERMOSTAT. UP 5 FT.-O IN. ® RESISTANCEHEATER. +I811 INDICATES 18 INCHES FROM FINISHED FLOOR TO CENTER LINE OF OUTLET. W P INDICATES WEATHERPROOF EQUIPMENT. A.I.C.S. INDICATES AMPERES INTERRUPTING CAPACITY SYMMETRICAL. E.W.H. INDICATES ELECTRIC WATER HEATER E.W.C. INDICATES ELECTRIC WATER COOLER E.C. INDICATES EMPTY CONDUIT, PROVIDE #16 WIRE FOR FUTURE PULLING • CONNECTION TO ITEM OF EQUIPMENT, EXACT POINT AND METHOD OF. CONNECTION TO BE DETERMINED IN THE FIELD. OTE:. NOT ALL SYMBOLS SHOWN ON THIS LEGEND ARE NECESSARILY REFLECTED ON PLANS. THIS LEGEND IS FOR STANDARD GENERAL USE. OTHER SYMBOI SHOWN ON PLANS AND NOT ON THISLEGEND ARE DESCRIBED ON PLANS. 11 I ALL WIRING RUN EXPOSED, CONCEALED IN MASONRY WALLS OR CONCRETE SLABS, BENEATH SLABS ON GRADE OR RUN UNDERGROUND. SHALL BE IN RIGID GALVANIZED STEEL CONDUIT.. ELECTRICAL METALLIC TUBING MAY BE CONCEALED IN INTERIOR HOLLOW WALLS AND ABOVE SUSPENDED CEILINGS. 2. ALL WIRES SHALL BE COPPER UNLESS SPECIFICALLY OTHERWISE INDICATED ON THE DRAWINGS. ALL INSULATION SHALL BE TYPE '.THW' . 3. BOXES .SHALL BE PROVIDED FOR ALL OUTLETS. IN GENERAL THESE BOXES SHALL BE STAMPED OR PRESSED SHEET METAL. BOXES IN HAZARDOUS AREAS SHALL BE APPROVED FOR THE CONDITIONS INDICATED. 4. ALL CONDUITS SHALL BE SECURELY FASTENED TO THE BUILDING WITH PIPE. STRAPS OR OI-HER APPROVED PIPE SUPPORTS. 5. MANUFACTURERS' NAMES AND CATALOG NUMBERS ARE USED TO DEFINE THE TYPE AND QUALITY OF EQUIPMENT AND MATERIAL. EQUAL ITEMS OF OTHER MANUFACTURES ARE ACCEPTABLE SUBJECT TO THE APPROVAL OF THE. ENGINEER. 6. ALL WORK SHALL BE DONE IN FULL ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE., ALL APPLICABLE STATE AND LOCAL CODES, AND THE. LOCAL UTILITY COMPANY REQUIREMENTS... 7. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 8. AS SOON AS PRACTICABLE, AND WITHIN THIRTY DAYS AFTER THE AWARD OF THE CONTRACT, AND BEFORE ANY MATERIALS OR EQUIPMENT ARE RELEASED FOR SHIPMENT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL A COMPLETE LIST OF MATERIALS AND EQUIPMENT THAT HE PROPOSES TO FURNISH ANDINSTALL, GIVING MANUFACTURERS' NAMES, TRADE NAMES, CATALOG NUMBERS, ETC. SEVEN COPIES SHALL BE FURNISHED. 9. WHERE A CONDUIT PASSES THROUGH A BUILDING EXPANSION JOINT OR A STRAIGHT RUN EXCEEDS 200 FT. AN APPROVED EXPANSION FITTING WITH BONDING JUMPER SHALL BE INSTALLED. 10. WHERE FUSIBLE EQUIPMENT IS SPECIFIED, DELIVER TO THE OWNERS REPRESENTATIVE SPARE FUSES IN THE AMOUNT OF 10% OF EACH SIZE USED ON THE JOB WITH A MINIMUM OF THRFE FUSES OF EACH SIZE. 11. THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING HIS BID IN ORDER THAT HE MAY BECOME AWARE OF EXISTING CONDITIONS, NO ALLOWANCES WILL BE MADE FOR ANY EXISTING CONDITION OF WHICH THIS CONTRACTOR WAS NOT AWARE. 12. CIRCUIT NUMBERS SHOWN ARE FOR IDENTIFICATION ONLY... IT SHALL BE THE ELECTRICAL- CONTRACTOR'S RESPONSIBILITY TO COMPLETE PHASE. PANELBOARD.(BALANCE LOAD). 13. SEE EQUIPMENT LAYOUT PLANS FOR EXACT LOCATION OF ALL MOTORS AND OTHER EQUIPMENT BEFORE ROUGH --IN. 14. ELECTRICAL CONTRACTOR SHALL VERIFY ALL. EQUIPMENT NOT FURNISHED UNDER THIS SECTION BEFORE ROUGH -IN. 15. SEE EQUIPMENT LAYOUT PLANS FOR LOCATION OF. BUILDING EQUIPMENT BEFORE ROUGH -IN. 16. ELECTRICALS CONTRACTOR SHALL VERIFY. LOCATION OF ALL. EQUIPMENT REQUIRING ELECTRICAL. CONNECTION BEFORE ROUGH -IN. 17. CONDUIT RUNS ARE SHOWN SCHEMATICALLY. BUILDING CONDITIONS WILL DETERMINE THE ACTUAL.. CONDUIT RUN. 18. ELECTRICAL CONTRACTOR SHALL VERIFY WITH MANUFACTURER THE EXACT LOCATION OF CONNECTION BOX OF EACH EQUIPMENT BEFORE ROUGH -IN. 19. WHERE WIRE SIZES ARE INDICATED ON THE PLANS FOR INDIVIDUAL CIRCUITS, THE INDICATED WIRE SIZE SHALL APPLY TO THE COMPLETE CIRCUIT UNLESS OTHERWISE INDICATED.. 20. THE SHORT CIRCUIT RATING OFPANELBOARDS SHALL BE LIMITED TO THE INTERRUPTING OF THE LOWEST RATE DEVICES. 21. BRANCH CIRCUIT BREAKERS SHALL BE OF THE BOLT -ON TYPE. PLUG-IN CIRCUIT BREAKERS WILL NOT ,BE ACCEPTAPLE. 22. TANDEM AND TIE BREAKERS WILL. NOT BE ACCEPTABLE. 23. ALL MOTOR STARTERS FOR FANS, PUMPS, BOILERS, AIR CONDITIONERS, ETC., SHALL BE EQUIPPED WITH OVERLOAD PROTECTION IN EACH PHASE LEG. STARTERS FOR MOTORS RATED AT 50 HP OR LESS AT 480 VOLTS, MAY BE ACROSS -THE -LINE TYPE, WHEN APPLICABLE STARTERS FOR LARGER MOTORS SHALL BE REDUCED VOLTAGETYPE(PART WINDING, .PRIMARY RESISTOR, ETC.). 24. ALL EQUIPMENT FURNISHED WITH CORD, THE CORD SHALL BE SHORTENED AND INSTALLED WITH CORRECT OUTLET PLUG, JACKS, ETC., AS REQUIRED FOR COMPLETE INSTALLATION OF EQUIPMENT. ALSO, WHEN APPLICABLE, RECEPTACLE SHALL BE FURNISHED TO MATCH ELECTRICAL EQUIPMENT SERVED BY IT. 25. ALL ELECTRICAL SERVICE EQUIPMENT SHALL BE READILY ACCESSIBLE, SHALL HAVE ACLEAN AND DRY LOCATION AND BE PROTECTED FROM PHYSICAL DAMAGE. ALSO, A CLEAR WORKING SPACE SHALL BE PROVIDED AROUND EQUIPMENT. 26. JUNCTION AND PULL -BOXES SHALL BE GALVANIZED CODE --GAUGE SHEET STEEL, WITH SCREWED. -ON COVER,. NEMA 1, OF SIZES AND SHAPE TO ACCOMMODATE WIRING WITHOUT CROWDING AND TO SUIT LOCATION. 27. JUNCTION AND PULL -BOXES SHALL BE SECURELY MOUNTED TO THE BUILDING STRUCTURE WITH .SUPPORT- ING FACILITIES INDEPENDENT OF THE CONDUITS ENTERING OR LEAVING THE BD:*S� HANGERS, BOLTS OR OTHER SUITABLE SUPPORTING METHOD MAYBE USED. 28. ALL JUNCTION AND. PULL -BOXES SHALL BE ACCESSIBLE ALL THE TIME 29. ALL RACEWAY ROUTED, INSULATED CONDUCTORS SYSTEM SHALL BE COLOR CODED AS"FELLOWS: F. 120/208V SYSTEMI .,, PHASE 'A': BLACK PHASE 'B':. RED PHASE 'C': BLUE.,, NEUTRAL WHITE GROUND GREEN GHL11JND GRCEN A 1. LENS FOR FLUORESCENT LIGHTING FIXTURES SHALL BE EXTRUDED 100% VIRGIN ACRYLIC AND. 0.125 INCHES MINIMUM THICKNESS. 2. PROVIDE ALL FLUORESCENT LIGHTING FIXTURES WITH HIGH POWER FACTOR BALLAST. SEE SPECIFICATION. 3. ALL FLUORESCENT LAMPS SHALL BE COOL, WHITE AND RAPID START EXCEPT OTHERWISE NOTED. 4. WHERE. LAY -IN FLUORESCENT FIXTURES OCCUR, CEILING CONTRACTOR SHALL PROVIDE ADEQUATE SUPPORTS. - 5. CEILING GRID LAYOUTS INDICATED ON THE PLANS ARE FOR CONVENIENCE ONLY. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE LIGHTING FIXTURES LAYOUT WITH THE GENERAL CONTRACTOR, THE CEILING SYSTEM CONTRACTOR AND THE MECHANICAL CONTRACTOR BEFORE THE. CEILING GRID, AIR OUTLETS, OR LIGHTS ARE INSTALLED. 6. ALL INCANDESCENT LIGHTING FIXTURES MOUNTED IN LAY -IN CEILING TILE SHALL BE LOCATED IN CENTER OF TILE UNLESS OTHERWISE APPROVED BY ENGINEER AND SHALL BE SUPPORTED BY MEANS OF BAR HANGERS, SUPPORTED ON MAIN TEES OF CEILING SYSTEM.. 7. ELECTRICAL CONTRACTOR SHALL VERIFY CEILING CONSTRUCTION AND PROVIDE ALL ADEQUATE LIGHTING SUPPORTS, TRIMS, ETC. BEFORE ORDERING ANY LIGHTING FIXTURES. 8. ALL INCANDESCENT LAMPS `HALL BE INSIDE FROSTED. EXCEPT OTHERWISE NOTED. 9. ALL EXIT LIGHTS SHALL HAVE DOWNLIGHT 6 IN.. RED BACKGROUND LETTERS. CAST STENCIL FACE, ALUMINUM FINISH HOUSING, EXTENDED LIFE LAMPS, AND SHALL HAVE DIRECTIONAL ARROWS WHERE SHOWN OR REQUIRED. FIXUTRES SHALL BE DOUBLE FACED WHERE SHOWN OR REQUIRED. WHERE CEILING IS NOT MORE THAN 9 FT. 0 IN. HIGH, FIXTURES MAY BE EITHER WALL OR CEILING .MOUNTED. PROVIDE OUTLET AS REQUIRED. 10. ALL BALLAST USED OUTSIDE SHALL BE LOW TEMPERATURE TYPE (-20.°F). LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NO. AP1P MIJUNTINI, NO. WATTS /00 VOLTS BULB BASF T1P�11-_.O°L. / 00 fk 0 Lt, -� :mac <<r` 40 150 PA ,f 40 r . ----- -- v -W 2 20 2 rJ0 �u75A-12A +k L ? 40 T':' � ] 50----- aa:.».i.xl i4077EC x ROv11 wy� PA r-a, � Nwv V IS 'C", �...l IS-4 R C eni 7n. 0,E6:3GROUSE-TRUGL..,-PLANAS _(`} � }� CONSULTING ENl '�._ V C. F "M1' ' f- RiC.- . 5 r- %,MD rI� , DAk 4557 PON, _EVARD .•. SJimA>k^sar*ti,` bM ,1e CORAL G'_ _.'s, 33146 .. ~ .:,- (SEE C:7A4-C 7-1-IIS S!L477-) IL v 11 A A MAN �V 23,886 VA 46,512 54,000 216,000 90,000 54,000 12,960 21,600 27,000 12,9 6 0 10.800 144,090 71 317 1 8 VA APARTMENTS BUS DUCT CALCULATION BUS DUCT 81 (64 Apartments) LOAD. Meter Center "A" 1 x 356,859 VA 356,859 VA Meter Center "B" 3 x 713,718 VA = 2,138,154 TOTAL 2,495,013 VA DEMAND: 2,495,013 x .23 573,853 V 4 360 = [E,�59�: A] BUS DUCT #2 (36 Apartments) LOAD: Meter Center "B" 2 x 713,718 VA - 1,427,436 VA DEMAND: 1,427,436 x .30 = 428,231 V + 360 - 11=90 Z,411 - 600,4, / A4AIIV C&T 81<2, w 17114.7, OOOA, Z -Q, /V"/ t--Zo Rl� u I L. I. 01SCAOW"GC7 SWIM14 FOM FIRE PUMP SHALL/zo/-Z�78 \oO- I-ToA - I 0� 3 W A4&7ZPZ c;I u 40T- Z7, 04/AL ELamEAlr curvieAlr Ljmlrl"G FUSES U.L. CLASS goq RIGS <BUSSMANN FUSES TYRW �=4/SE77ZO&/ g 10 0 zm/� -rAJIA.' - -7 Z�IWIlcoo-4 SHALL COA4,�LY W17'1-i PAM101-4LET ZO OFN • r)Z&WSF. VAULT 6LD4, s&72N//65 GVMAA46 WS D&C7 1200A-,'NLi1A4- MeMWA75 AS REOWREO 13US DL<r 1400A. ALUM. fvr-uT. /00, VOO A C. 5, AS 4 .0' 410 -;rNW. 2y2t Aw=:I c*zScraz> Hy 4/,r/L/7y Co. 12012OdV, -9f6,4W,,-7JLL MANJ/"EL MY 510'a" G.S. rNw - z 1, c lVE4Vr . ql' 100, 000 0AZ wa$ r. blvlz //vreTLOCOK A. I C - S. As A,%9"Z1.0 A 3.zc?Q clA1NrS'0 /A/ CEO 7'0/ZK -9730 ZL If- CD T C7%1,411CA-i. roo AP, ZOO V, 30 Y6a VLASELSCII, -S&-a "07r= el, IE A ;a zoo V­30 3wo 2P00A . 206 V 3P, 3 0, 3 W, 60 NZ. AUM 7' )ZA"S�coffoe L44515za 4�O A -Z 0 SW. '>00,,000 A. I. C, S. W IV&A4A r 4s"cLosulzE REP L48QdVo rO :5,fjjoAWr4e V1 L 4'# *Wo 7,q w - 2 C colvm - Rlvl- - j'PA,1"7E4> IN fZE0,,bS "AAIUAr A3Y CVA.", SSE 5cHa3ULFs (� 7 Y/'l CA L) — DU 4,46 rHW (Z) F1ZE4COA. /Zo/zocS V = A SV - Z 0, 4w, 20 AZ, AUTO RNSAEZ SY/ZOO, 000A, 4 C- S. /Ale"1% W E"C40SC&ZE VA&i"74W /A2ff0 AS AAA11=. SYCAAJ. q S#8 7"W .VV c F-on' MigrAL CAW, 94; E Ill SW8401 ONE LJAIE L)1*44RAM --LI-CROUSE-TRUGLIO-PLANAR CONSULTING ENGINEER. 4557 PONCE DELEON BOULEVARD '33146 IAEgz: Efl.SF-e- CORAL GABLES, FLORIDA TYPE TYPE: 5e2, 0 '/v0o,&- VOLTAGE: 12olza6, ztt)14&v MAINS MAINS A ol PANEL R14 ENCLOSURE: -C LOCATION : Q 00A-- FED FROM: YPE VOLTAG E: lZ01206,300-aw MAINS: '2 44-A A4, L. 0 I&E, PANEL /A/ ENCLOSURE: lVeA44 X FILUSA�40 LOCATION: 4010;`1C4f FED FROM: - " I LOAD (VA) I A.I.C�S, I TRIP R, NO. A B C ICIA.1 IND .1 POLE TRIP A.I.0 S. LOAD (VA) REMARKS LLLLLLLLLLL MARKS LOAD A.I. (VA) �& I POLE ICIR.1 NO A B C I CIR. NO. I POLE TRIP I A.I.C�S. I LOAD IVA) REMARKS I Aw - .. I I ALedCiff.07'. r4m. I I - I L, - Z_ w aP N I Air" PHASE A t - TYPE::: VOLT MAINS, WN L-1 Fes; "If 't 1 36 35 36 37 38 & 38 39 40 40 41 442 2 PHASE PHASE B -Z, 4Pt? Va PHASE C 2,9/0 VA TOTAL 74 Ll 49 VA Z/ PHASE A -3. 6? 3 S, VA PH E C iF zipm mn ME -5w/ 7CA4 V1 A 7/ME 5vV17'c=1-4 Al Yc �"4 V, q U E�' 11 1 u A/0 WE �Opg -0, 7�' IS A4_4L PA/VEIL- 5C14e01_AL=S 0//26C7 'Zo 41 '15, ""A 'K OEM _S/-/O j k W� -W AL 'z ly, WIIIIIIII VOLTl T MAINS: ENCLOSURE: LOCATION: FED FROM: S44117-CP43OAfZD A 8 C CIR NO: POLE TRIP A I C. S. (VA) LOAD REMARKS -4 2 ' Ao C7'Z r3 4 7 ZL7 Z_f" 5 16 0^1 nr t8 ITS 10 ­41 12 14 16 4�14"�ej ry i?, TC-_L(fPl101114 /3 19 20 (--r5 21 ­4 22 ��20' '720 t24* t2bm rr281 30 y zo _5�PA14d 32 1— 34 0- 36 38 9 41 JI PHASE A PHASE 6 ':5 / L v A TOTAL EZ 6,90 I -A � 45� Fi 4A WEBB-GROUSE-TRUGi CONSULTING ENGINEERS INC 4557 PONCE DELEON BOULEVARD CORAL GABLES, FLORIDA 33146 24"044, A154YVf101-E r-,�ME Cm✓�� �Pil�/n/G .dCCEss) WAM //vIs A107�575 10&61-IC %5RACAE. t=1 r4l 7Ro41VjAoRAf e-R V,4LIZr 0/4 KEreWiolv 7,-41VK 101_41M�51N6 t`1>l(7VRE:5 SAMLIC 567 FUiFIVISk5D �#,JSTALL��L) C20"P,�,EFTEr zAvAroe14Fs (2z4j/v7-AR nop) . . . . . . . . . . . W/ :Z11 MIN, 4-01VCR�67LF 84774-aW 4�5VGZ*r- Rez5PSCT� AI&M4SIZ,5 41Z& 77-1456" 0yr-0 Abf6:R1cA �57ANDAA2'0- ZAA49 4:5 APA1Z7-1*fAW75 Za'y 01A, Cc"C X,67-F flf-E 4�-O'y 7rR 4(x4wcvAa,_1� wl //t-'/ old .6.4,e 41,ocr eIA16) 7y�FIcA4- ARr. =I-or7zje4ss ft*00- Aw, MbVIAIZIM O/Cr 4# CIOVelq RRIOVIA06 JZI' /W4/-/S/-V C4lFA1V0U7- eAl 7-eA:' lip' 4AVArc4gl 'EL) A ARZAA46S 6��RA.44ry 101-Acc co^1cc.=-rdF 7A'Alle 1,(;fAY 6,67 s41eGr1r411wc /=a/z X ZA V4r4'�RlCi* - 1=0R vA^'/7%v,4AV.:5' )OZw/Va Tkllv-f ewLzr- I A Alk-) 71777t-4cv- wlc-Az),�sTA4.1_11,,Ij!� 14ANOLE':5) C,>Q>A1AJi CAR'Q1%e-A?* 7�1 5 14,0.rRl 70A d:��zE ­7AD F17-rtm:�v 'V1ceyT7ALL1A14e /44/V,04,65. CQAC'C4E7 W /O/P& 7 4, Z-'/-Z cS-PA4 3/al' AORAW ) 12 YZ 45 PAOf) -Y16 6&�FY:'Llg-5 WIS70PSi 1-(147V? A804=>C7*-R a Y, s 7, c-,', .4 )0-r�eAP 174A 7ZIA54)"oe.� w 419powl 0_0 ,44,m5wA ��ccAi,&71c'vAlzIABI-E: 6- WAn�)2 C4CMG 7-.5 WlrH 444 -Z AJOA/ZZ> ^4 7-.5 �"7'.=%? SAVAF-e AIAL7�=.4FA 72:7/4�=777 5:(_4A1v "oc),-AL 110-s �=L1151-1 vAi_V4� A,,Srl -2 x -2 �Yz x :5&-Ad/E:5 4ZO) s&rfJslPA:- 4-7c, -2 iVA4 0 5 s clAl Awl.111-s ez-Ar wls&i- :5osrA114114i6 16-5-4> ompamm 68 7Ail C-4 #-(%I /,5 7�4)V T- A6,17-OW- ';�_UVDI�GoqeA471 "S- _L-LIAIA�- AIA IN 4v167Z;)fs,1cr1r7a0 W/CA!'Y", ZA L6ql)VA L '5ZOAe4 AZOYAL 4ArAJ DRAlli'll, /7'A/V47 WALZ7 I-ILIN 45 VAEl P4 A 4- r4 4.4- /A G A NOZ-,Sis. 1-1,G-AZ� 4 AOA-f 4� polmj!ll z 7,A /^/,Lca�s 57&"4E4. 4-zaa. 4g:�/ 4o AvvARIAN .9 wAkz4E 4,EvjEj4e %510&41< =17'r11v6 IVIRCO S14" 40059 le&),- �edCVVM IBIC,7� 4::5-AT,5 VALVa- ootC 4:�eA IVS �6AM -6gF/Z/4F5 Z�oedoO A Croll-67 �PcC,*Wis) J(D 4/M,48�</W. "�T R 7 '4 , ba, �'S'+ iROW CLEANOUT vl� WITH COVER FOR CONCRLIL PAW A, k 14, rN M/.Z r4E loc MAW -10 MR, OL '151 ft =4 c Asove �7v,-/c4O INN! A49V I A45V c 21 Tj ':�iW wf I W4 41P 4/p 61 U3 44 11 1 CAST IRON y IX4, '_4 SIZE AS SEWER EXTENSION 017 ZO 46) - SAME�� Ir/z -Z;I/Z4/" -r4E,;77v r/a/v 72 41, '7 -45�7�E"Z- 7 1171 UP TO 6" DtA .31� L CAST IRON LONG swp fvj SEE 1/4 KNO OR CAST IRON PLANS COMB. "Y" & 1/8 BEND� Ale 9 1 A (USE REDUCING TYPE WHILRE 0,8 1 1 9 -0 "SIAJ X17- LW 7� R'EQUARED1 N," " � 7 I — IF 14 xzwol L41 41' W6 U)Fe��40 EA A -, V) — LA 4, 1 # 4 'kV6 AZV 4 ZAV �f _J T s'L 4w,� 7;7 L N141 SrWER MATERIAL AND Z"' 1p I .17V t - tj Ir )C'5, R� 0 OR SIZE AS SPECIFIED -A A4< 4111 L7 _-CIO EXTERIOR CLEANOUT =77tt - 1 51 ll;tK -:3 I�41) 1 3 Zkt *C1 74) 1 �v .1 --- _UT tz= .1 Mlio"'A Y, cl P-1 Cx/ 21'CC 4�2*ZSI_IE�w �-L--7,a r '7-';7111;1iCA4 Xg A2 V Z;>AOA �ocvzc)1"A76 1111P11-16 ,Veze-cr A6w-5 z:Puc7- 44, 1; _�4 f .. ...... .. 444 _��AZAV 'cm lffl"N _3L.1 I wt' # x "x -"k 'N' ___4_ 10F4c X? 4� g V� 4. ",i % raw m 'No d' /-/P 7V 7WA614 CAILIT9 IN, N " , I NO, RlAlev &117-Al 4", '�i� y �'_ 11 & ta6c 7Z AT Au. a&c11zg.3- �z 'w' T" " �' , ", 1_1 V "', -, -p 'XI , Vlltf . x 5 6N % ee : „ } ,�^. "f' v%1 r :y' � }f ., Ifs .8/sfr`Q u Au rxc a� t a.,-�"ML yy u" w u a' r " rZlclL cw 02-494 ` .`$v6 m,>, "' ,x �,, ve .i p ' 1c .✓ , . .: ..'�.. ,.. ,. ,... .. .... ..Err 4. a° 1t ++ I +a k k v `� ��. IS =01 5TAIR5 L 7 rl I L-L4 1-ls IN WEBB-CROUSEE7-TRUGL 10-PLANAS i FT F�zc-,�4C;E kit _ CONSUTING -NGINE,, INC 41,57 PONCE DELION L 1', 1 i LE V1 R Ll CORAL GABLES, FILOH31 sc�c.i: -�W"-T MGM -J NO SC4L.� •.. 3� 3Q a 10 13 17 21 �N Z� N rq-_FL. _2 5 Ty : ts V, ¢ T/•� FL . 1 3 2D .'9 /COOF TN/G.. TN FL 9 T/L-F�. 7 XV- Ft- , 6 TW-=F1. ¢ XV FL-: .32D rL. a TN FL. FL , ZN- 9 7W--F4. 7 7-11 FL. b GtNr-L. ¢ Ta FL: 3 2a i=t, 7,4C,6 5// n..n EX A \1T2 I � Iwil J 1114 I I I Nal IP�J I L 10 W v I 3„LIP 1 o Lpd j P � �11 � cp b I 11 J (44 r-u) (46 Fu) (33 Fug c4c, rub C3o Fu) ® 5E 19 a I 2D D DI I4 18 © so��4 a2Ea S A N / rA R \K ��/�iivG RIsE14F D1A&11 4/%oe/S No S CGL6 A/C UNIT PLUG 3/411 PITCH @ 1/811 CONDENSATE RISER i I HORIZONTAL RUN INSULATED WITH ARMAFLEX i TRAP DEPTH AS SHOWN OR 211'�—AS REQUIRED MAKE PROPER SEAL CONDENSATE CONNECTION TO A/C UNIT NO SCALE I 21 1 31 � s/�u�vi1 A/Ze-A 70IL E7's 14 • 5j BELLA VISTA APARTMENTS OcA.+. NOTED "'."ora° Wm v "M'" my M+n• 2�Z6 8o iuv'w' WEBB-CROUSE-TRUGLIO-PLANAS STEINS Ek SCOTT, ARCHITECTS CONSULTING ENGINEERS. IN.FORT PIERCE, F i_OR i DA 4557 PONCE DELEON BOULEVARD �J �5J c OMWI MM "UMAKA CORAL GABLES, FLORIDA 33146 ISAT /V/ ( A1Z i� /�0P-5 or 6 ;-Op 4 "IN 6 r- vl�- ITT REI RllrA TY14:;I;CAI- A1x=,4i2TMEA1T NATIJE-2 -, i ®R 4$0' 4 " "wv- or ' �-V "FLOW SLA8 us CHROME PLATED SUPPLY (SPEEDWAY OR EQUAL) INE MUST TO TRAP T, '--CHROME PLATED ESCUTCHFC141 FLOOR D RESEAL DETAIL 1 11 -roe 14A'11� rif". .0 )X- 2z 4 015 C, 4V '6 6W, 4 1 g1p gm A ,S�0(:t/A4 4,erA 7-01tf1wz;- W,4 ZFZ 'w IIIIIIIIIIIIIU2� MAMM 7 - ' 11 — � I L- %.; Q I M6., , "'-1 " i, -- , " Z�' �*' � FROM DOMESTIC - C.w ACCESS DOOR ACCESSIBLE GATE VALVE, THR-U ACCES.r,:, DOOR. CHUTE DOOR ACCE'SS DOOR I E SPRINKLER ��HUTE RISER R EVERY OTHER FLOOR g 5R 4 'y' TRASH CHUTE FIRE SYSTEM DETAIL NO SCALE ®R, 37-'W g Oil, x "W91 NEI IC ok. 0 All 5, , ­4 A�l t 0 "A 1 40 � #1 W:' K�it 0, -A K 14"'! - IV 7" 1"M u, a XIMIN r0:5 0 P: 60- 0�jg A, r zv 'M' 57 6 116 0 61 -4 'j 6 24"m E'l '-�fo HIS 0 Wfllff # 4 mat" It 7- '0<�j7p/W Cm)C?Z -1:51 0 czsw) A IJ AL x S" CO3'J7"4eC4�4A6TZ— �SY4VAIWA 4Sul- C/0,*-.7c P427 NIAICIIA16 T7 �Jl N —IAI-4. T, A" h 10 Ak V 0�1/7- r Vol x 4 r !""c A tn;l 41 ry 1 ';21' "A" �Nfl "J"i 6 310 -A"j n�'�T k�; 7 OUSE-TRUGLIU-PLANAS In"Ni I-M SULTING ENGINEER� INC 4557 'PO'NCE DELEON ]BOULEVARD IM rORAI� G�RLES, FLORIDA 3-3'1�� M no d ry I 11 tt i J'_ - —1 I i 2-1AV%/ rtn, I t dt — (— I It -- ---- w�.t <. F-- ( l �' I, ,^" s', f , I � FL O -- i I � � r y , _ ➢` {I : N V - 47- cFic iu c, ry i Y,r d c E WEBB-GROUSE-`fRUGLIA I-PLANAS CONSULTING ENGINEERS !NC :.«.-- v..7_-_._..___ .__._.-�._..--,__..-._.f.a..........._._. .....�.......�...e.._ �`'"" «._.-..— ___...e,,..,.e......: 4557 PONCE V 3C -EVAR' CORAL GABLES, FLOR, 13334C, 4?Y le '01 ell 4- e, xr lce� L e, IF LAel LP -if - �LJ LL I rd ee Ai 1 III F7 /\-fl IVII II I -A LIX XF LI Ell I 41 CO 10 III I; ILI V�J L-- ---------- EL(cC f,` C//� THUG JO CON/ �,., , r M /-, :S1,c//7GN c�7 L. /ez L/ L i•� /G , ------ \------ I i------ -----1 r---------------T I Off/ �uz7F�� ✓1.��/T , I � % I I E x,�/d �/ \ ,� E vti - r E X,�/,Q us r c �xr�AUS I F <✓ �G � F� /// .G F��///,: .3 �p FdN�/o- r`I _ -FtW vaS�', �� "0� C a� 4 I�71- , -m Cam' ( , I 1`' o o I - L'i(>cE T G//DES to ----_ C7YF' �1-_-- L II,I T- (,E; GIle/ TEGT /6X/8 LOUVEe — - - SHEET I I I II I I I L— — — — — — «x / , r - CrCdUp Lj_ J Na7� : icc- G/LOc/NO T14 oo)z /=PL 4 N Po Z Pwo54.1c SPi1CC EEC/4A4JS7 I EL .EV MAGN X Oa" I d�eo ✓E I I R00P PLAN ------- NO. E 0V-/THRZ1 C-, i 2 15C4V/.v6 TO/LETS ow_ XEe5 EL6V MAC/eW ,eODl-f FUEL/C TO/[,�rTS IN -LINE DUrr Eac v a SST EY//A uc, r s /Grc v E u .y e //C7, CFM Co'SO /, ODD me7_44C .ti/F' Io //(p /j e NE BELT BELT 1�/�EGT I 1�/ E EC T D/2EGT T Y/",E % �e.V• F?,e• V. /�,�U.QC L L Ok CE/VTIZ/�L�/1 L Al-'PL/C,C.8E .I/orAS /, 2,3,S,Cc /,2,3, GO,r/r404L SY574EM COA17. OPE ,4,710N LOtir 0/'6eA7_16 l GUNT. G/-°E,edTioAv CU.c/T. UPE��T/D.V C�IVj OF +C�• /;/>✓UF,GGTI/eE.0 /c u / PENti" GLEC.cK G�EENyEGAt G/ZE�NI/EGK /19ons� DOME)t 66-54= DomEK BB-4v , SDE -/Z-24-B 5 -/7. SQO-/Z-g I / 10z_Ukc//6NE/1) W/TH 1407-04 R.QTE/i d/SCO.VNECT SW/7CA1 /, ELT// FEN` , "l3,e0,4"- 60 CIZAf L .34:5P, ^O/��LGTE W/CH,CG/�,E G,e!CG.E1� .QND. Z /,uS7-X t4 TO ,;VZ 60A1A1, _C 7' FXE U U/SGH � eG�' C? QGK .I� e.E FT DAMPE e ( TY/'/C Q e 44,1 3 BQGK Je.CFT I CMf'.E.f xr 1,:;6N B/.CD SCCEF N e LcF. ON eG 4.v. 4 AV57-,4&4.E 10UL4Ey5 AND OUTO BELT T/(>,yTNEC. L' FF <o-/�Ei</NDONIE� WKi-�¢j /�E�FOeL/ S V,14FA7/E4RRCODl= //OOPS FO,C McAOe AAIZ) aX/vf (D y/C21,7-/0it/ /601-47-0z's- 7 L3reLLsc4EE.v b' r-RE55L/,E'E SELLA V15I4 AP RITME SCALE - WEBS-GROUSE-TRUGLIO f- S. TEBU-NNS 17�t Y" 'cLANAS FT PIE FL ram! s GONSJLTING [NGIt�F_ERS � a '-' C' _ 4557 PONCE DELEON BOUT r -VARD SHEET NO CORAL GABLES, FLORIDA 13146 I1 t I �41 1_1 ir— �� J F-CiNCt 9c � -.FET Nf3 _..�? .�.> . F RECESSED TERMINAL BOX INTERNAL LINING SHEET METAL fit////// I" //.I/ /JN/i //// //// BIRD GUARD FLASHING COMP. ROOFING ROOF EXHAUST AIR PLENUM. SIZE SAME AS ROOF OPENING. _ f-SOUND CURB -SOUND TRAP ABACK DRAFT DAMPER / ,CEILING MANUAL RESET FIRESTAT DUCT CHASE TYPICAL ROOF EXHAUST FAN DETAIL NO SCALE INSULATED TERMINAL BOX EXTERNAL INSULATION SHEET METAL-- CLEARANCE BETWEEN HEATER I AND INSULATION: 1/4" MINIMUM ON THREE SIDES. DUCT WITH DUCT WITH INTERNAL LINING EXTERNAL INSULATION ELECTRIC HEAD SCALE ERMOUNTING DETAIL FIBERGLASS DUCT- 6 SLAB`- DRIVE PIN A S.M. STRAP SHEET METAL HANGER STAP \J "HANGER 18 GAGE S.M.-1 18 GAGE SHEET METAL FRONT VIEW FIBERGLASS DUCT TRAPEZE DUCT HANGER DETAIL NO SCALE {'ITCH PAN e d " a 4" e 4 iNyULLT;GN�Jo�iNS-MLaNV1lLE� Note �lZf2C7Et.l i!�+G H'-=H 1_71,5ITY Fl3E,2Gt--&->'5l FtQE PROF Mh�Tlr y MIcRo-IAK pl=TA.(L. PIPE THRU ROOF !.to SC{sc_.E 3/4 GALV. LAG.--.,,, /� —FOOT OF CONDENSING UNIT ELASTO RIB VIB. ISOLATOR— , , �. — 4"x8" PRESSURE LT TREATED TIMBER !I II GALV. STEEL II II PITCH PAN �I BUILT-UP ROOF .,L II 11 11 INSULATION RED HEAD A A : A' ° ''- A P P ROOF (CONC.) SLAB. e" r CONC. INSERT 'b > ' d Q p �'• Q . A n "A' A P pv CONDENSING UNIT MOUNTING DETAIL ON CONCRETE ROOF NO SCALE 5-- PRESSURETREATED WOOD TIMBER --PITCH PAN —1/2" THRU BOLTS OPENING IN ROOF FOR REFRIGERANT 8 ELECTRICAL LINES / PITCH PAIN • -MOUNT COND. UNIT I I ON VIB. ISOLATORS II II I! II II• CONDENSING UNIT MOUNTING DETAIL ON ROOF -PLAN VIEW NO SCALE —,�— l )TE. TOP FLOOD BmANCH DUCT REQUIRE. S FIRE DAMPER HERE -- �n NCH vim' T, FLOOR FIRE RElSIISTIv EXHAUST `°= ' DETAIL. NO SCALE A& EGISTER PLENUM SAME SIZE AS REGISTER (---APPROACHING, DUCT WI._ — - — — W2-- _ I —L—� L=7xd or L= 7xW1—W2 2 EXAMPLE : IF; WI = 16 d2_i6—U , w 2 THEN L=7x4=28 TYPICAL DUCT CONNECTION TO WALL TYPE REGISTER NO SCALE INSULATE DAMPER SLEEVE INSIDE STUDS WHEN WALL IS CONSTRUCTED OF METAL OR WOODEN STUDS. INSULATION WHERE •' SPECIFIED ea' e.. �. 12GA. SEAL VAPOR BARRIER TO WALL DAMPER — IS GA. SLEEVE DUCT— e FIRE DAMPER DETAIL NO SCALE 2"x 2" ANGLE SUPPORTS. PROVIDE VIBRATION ISOLATORS FLOOR DUCT �SLABA. , A SUPPLY AIR DUCT DROP II II CEILING A/C UNIT WATER HEATER SUPPORT FRAME A/C UNIT MOUNTING DETAIL NO SCALE / Y, t E3ELLA v15TA Ac,T� =� .. SC 4lE No7r=L - r�. TEBBINS a SCOTT ARCHITECTS FT PIERCE FLORIDA s"EEr NO tit IAC -_ - 'u' OF