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HomeMy WebLinkAboutMajestic Bay Condominium; Majestic Bay Ave.; BP#2133; Construction Plans1 Dill 19, CITY OF CAPE CANAVERAL DOCUMENT COVER SHEET Box #10 Item #12 — Majestic Bay Condominium; Majestic Bay Ave.; BP# 2133; Construction Plans 48 large format plans UPON RETURN OF PAPER ORIGINALS FROM MCCI, add to file name: 1 -4- �11A T. 'a,', -�e I e`Ao 41 Ts, w , -E --4 q o Z t QN, J, sj. 4 T v, mmmmwsmmmmq� 7 WIN 77 , , 7 � ii 7 77- q ON "'51 NS� A, 4 J OXTE N" 5�, A 3- .7 -4 k" -v! 4 4- N, A 3 V'T -M V 4 4" 4 ZZ, E�i .4 56 le, i A 14. N tTA V Y P ? '47 s 211�-: 1 �-1 w T T, ti 1 gl�, Y S 41 -A 4, R wt� !§V` 4 A J 4 3 4 -A, d % 4 j, u, q low, A im 1': V A .1 21 go, t I mobbIn r an, dj� f All R -a 4", An tt AM IL Aff A& IL N w— A& y, Lql: z L 0 R I DA D m Km& IV L�- A CA A v [,N� RNATI *7F', 4 v F, kt t, W 0; V 4, -A A J >r 2,t, Tt z", f -w Tf.W.i� �j u "W1 G It 0=Ix A* I i �x �j �®ol 'T A&W N M Am 'AT PR T *D A'a P LO 0"A� I Naw -MAJEOTICOAYOONDOMINIU10, A NEW Fn -STORY. ENT% E FOR THE CONSTRUCTION OF THE 4i 0 UNIT, COND SHEET DESCRIPTION SHEET DESCRIPTION qj j, -CAR OM1NIUM` OUILDM WITH TWO (2) SEPARATE GARAGE 8UILOIN03 (15 0ARAQES, 13 TWO U) ti�, 4, ON SITk- CONDOMINIUM BUILDING IS CONSTRUCTED OF MASONRY WALLS AND CONCRETE TYPICAL -TENSION CONCRETE FLOOR AND ROOF $LA IN A—— - t, ' -OS, BUILDING WILL BE EWIPPED WITH A FIRE COVFR -10). ONE UR SPIR %Eft'S'tSTEM,'. TENANT sEpAirioN wA"s WILL BE RINKER TIO (TEST NO. 8-1 HO ,OVER SHEET, DRAWING INDEX, PROJECT DATA, LOCATION MAP FLOOR PLANS (I ST 2ND THRU 5TH) -7 4- iwAoe BUILDINGS WILL BE CONSTRUCTED OF MASONRY EXTERIOR WALLS WITH ONE HOUR TENANT SEPARATION USING. WP 3,650, WOOD FRAMED WALLS WITH FIRE RATED DRYWALL TO UNDERSIDE OF DECK. FIFTH FLOOR PLAN 2ND THRU 5TH) A-1 'I R's NO THRU E-2 < T FLOOR PLAN, SECO '77 t Z/ -A ELECTRICAL FLOOR PLANS (18T NOTE: ALL UNITS COMPLY WITH THE FAIR HOUSING ACT ACCE'SSIBIUTY STANDARDS. .-H z 7 PRO Z - A -2 ME WE$Tl� SAY DEVELOPMENT, INC. A NSIONAL PLANS (IST FLOOR, &,�ND THRU 5TH FLOORS) E 3 MIC L F. KELLEY. FU� AA PAR KING GARAGE FLOOR PLANS om.1' ARC RE & CONSULTING SERVICES HITECtU, A j TOMAHAWK, DRIVE, LOC 6086 HAMMOCK TRACE DRIVE 4, -w - - �e' '' - 'T SATE, FLORIDA 32937 LVE BEACH. MELPOURISIL. FLORIGA� 32040 A-3 NOTE DOOR SCHEDULE, FINISH SCHEDULE -4 RISER DIAGIRAMS -FKN6, (32-1) 777 -we E AX! Q21) 777 7073 1,110 E A A C -4 LIFE SAFETY PLAN, PLUMBING, E-5 ELECTRICAL LOAD SUMMARIES HASE PLAN, CABINET ELEVATIONS, DRYWELL DETAIL A �j . RELCO 'JOSEPH GEODING, 0", > 434, t6acw DRIVE STRUCTURAL ENOINEER W IN, M NFt FLORIDA 32940 PANEL SCHEDULES 65 EAST NA% KVD. A.$ ELEVATIONS, -6 MEL URNF- FLORIDA 32901 E PHONE�7 (321). 242-10102 t AX-� (321) 242-2030 F PHONE: (3211)984-� FAX: (321) 254-8227 E-7 ROOF PLAN �,w A-6 ROOPPLAN, NOTES, DETAILS olv-ur) 74Nt�G R_3 A07 4%, eATION fI IFICATIONf WALL SECTIONS P-1 TYPICAL FLOOR PLANS q8t -NIIAL GROUP City of Cape Cauavera 05 DE -"02m. TABLE 5oo, repe v. SPRINKLED. PER 7� T� V,� I HOUR, FIRE -I Iv: Ni, WILL BE V HOUR Filq-RATED WOW F E DRYWAL WAL ENDIN 'PARATION (8' CONCRETE SL -2 PLUMBING PLANS =6w:& I �HQO - flRE RATED FLOOR TO FLOOR SE AS). P I 'L WALL SECTIONS k�T�L MASON & RY. RINKER TIO (TEST' NO. 8-1-10) BETWEEN �*,NIDOMINIUM UNITS. 13A%, It, TEN" L WAL I -4 TION v not authorize vi T t OF ROOF DECKING. (V4 NO '9), ELEVATOR STAIRWAYS AND V ROOM RAM t. Ls EXT 0- NDERSIQ T T0Y S TO AM A-9 olat�n o GAAAGE FLOOR PLANS, UEVATIONP, SEC P-3 RISER DIAGRAIVIS iew Of HAV;,',, HOUR FIRE-RATEP MASONRY RINKER T12 (TEST NO. 8,-1-12) DPAWN amy local, jtAt-or feATAwdes, ordinancds or statufies*, F SIQF45; m a S-1 FOUNDATION PLAN A GARAGE ROOF PLANS, WALL SECTIONS A-1 0 DETAILS < JRV, MK THIS PROJECT AS SEEN DESIGNED IN TMPUANCE WITH SECTION 1608, Z001 FLORIDA BUILDING CODE 7 000 'NO-- THE 2 PLUMBING; 00i FLORIDA MECHANICAL AN DATE w A E T- -2 GROUND FLOOR -SLAB PUN 07 -S AND,, TIHE'NANNAL ELECTRICAL CODE. ,-.j`YPfCAL- FLOOR PLANS (I $T 2,N D TORU 5TH oil. 5 12- JL_�,,� 11-03 �jl 7777" RI -3 SECOND FLOOR S ALE _,r SC E TH) �Hjp SHALL CONFORM TO,THE;,200j EDITION OP -THE FLORIDA BUILDING CODE AND TH LAB RUN xi, M-2 AIR CON PITIONING PLAN (I -ST 2ND THRV 5 MECHAN� Of, AND� PLUMBING MS. MD THE NATIONAL ELECTRIC CODE AND COMPLY 1W AISSHOWN olum VAINDAPIDS OF. THESE COD FLOOR PLANS (TYPICAL 3 THRU 5) Joe 'NO. RTMENT AL S ROVIDE DESIGN AND SHOP OR RISER 01APPM -3 TI -13 SAOIS,41 $KAL-,ft tPRINKijO IN;ACCO �E NFPA 13. THE FIRE SPRINKLER SUBCONTRACTOR m '220,23 AWINGS FtiR FIR �?ROV ET V� MY %40p� S144LIL S NT M, RAWINOS FOR FIRE DEPARTMENT APPROVX. 'T;��', SHE A- 71 1 M-4 ROOF PLAN ROOF -SLAB PLAN ...... m AF DETAILS. SCHEDULES 0— EIR U%pv A NOTES* D&AIL-S, SCHEDULES 4 31 OF SHEET � Q�l Ak Elm N EW FIVE S B I I I I D I N G -A, Wk 41—r. T' - � - �, , �_ _._: , , - I-- --l-I I 11 7 I - �, � . I I - - ­ � , , � , ,,�z, m ��­ - i�,,�r--,, -,,- 1, - �,,�_ , �s�,,, ­�� i- - . - I. j�­ � ­­ -41 � I- � I , � - �, , , 1� I , " , - � - - - - ­-, - , . I , -, - . �i-,,��-,, 1, ,­ ­. , , - - � �_ I I _', _.,�� 11 1. I - � ­ , t� - I I . '? �Al . I , I I . � I .% . - , , �$l e I I - ". � - ,' �, , i , � - � ;s, � , - ., . , , . I i � . , , , I , 'i , � � � , ��A�`,�, �­,;� ., _�­: , P. , I ,i� I �, � � - , , , � � I � , I , �l I , , � " 1. , I ­ I I ,� - - . 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ALL UNITS TO HAVE FIRE ALARM STROBE LIGHT & SECUPITYPEEPHOLt ­ . flill w Y-0' X W-8- X 1 3/4* INSUL. METAL PAINT . I MTL/PAINT I "B" LABEL W/CLOSER / 112,� I I �, � I I (VISUAL) CONNECTEO TO BUILDING FIRE AL I � SYSTEM. � � � I I I R KSET I I t�� 'IV Y-0' X fV-B* X 1 3/4' INSUL. METAL PAINT MTL/PAJNT — W/CLOSER, KEYED DEADBOLT. I r I ,ARM I . � � I � I - - ­ - 1� `�l I I � i. "'. . i 1, . . ll� , I I � , - - ; I " � ,� �, - ,,,, �, I � I -1�� I I il � & LOCKSET I I � I -A-\ kZ) 3* -D* X W-8* X 1 3/4* INSUL. METAL � PAINT I MTL/PAINT I i/2 HOUR DOOR W/r-LOSER. KEYED I . I � , _� 4 1 , I � , ­ I � ,,, 1 � -,.�� * �, - � I . I . , . I � 4 -q,� 1',-, � � . "%�;� ,� � 11 . � I � I I I . � - 49KI .1 . - "4 . � .1 LOCKSET & 12' x 1 5" FUSIBLE LINK LOUVEF I (�) ' 3* -O" X Or -8" X 1 3/4- INSUL. METAL PAINT I MTL/PAINT W/KEYED DEAOBOLT, LOCKSET I " . (�D I Y-0* x 6* -s* x i 3/40 INSUL. METAL PAINT . � MTL/PAJNT W/CLOSER & PRfVkY :, LOCKSET I I " 0 2,-10* X. 6,-80 x I 31e� - S.C,. WOOD - STAIN I WD/$TAIN , PRrVACY LOCK,SET m ­ . : I (�) - 1. I I 2'-10* X W -w x I 318" I - S.C. WOOD I'll STAIN , ". I � WD/STAIN I I I- PASSAGE LOCKSET I-I . (0_,� \IV 2'- 1 O* X e* -a* x i 3180 . . ­ . H.C. � WOOD . I STAIN � I I 7 WO/STAIN I PASSAGE LOCKSET � I 0 1 2'- 1 0* x or -a* x i . 3/9, I I $.C. WOOD . I I STAIN -. WO/STAIN . � - I POCKET DOOR I 11 I rt_t %1!y PR 3'-D* X 6--a' )r 1 318' * " WOOO1 TEMP GLASS STAIN WO/STAIN � I 11 11 ET DOOR . , . /40)t v_1j_ PR Z -V X ir-&* X 1 3181, � . I WOOD " . . STAIN, . � . ,� WD/STAIN POCKET DOOR I r . (9 - � I 21-10" x W-81 x I 3/8, I H.C. WOOD __ - - STAIN I - WD/STAIN I 1, I - ' BIFOLD' DOOR � 1. 8 * . j­ r -s* )f 51-30 x 1 3/8" I " I ____ �, WO 00 . . � STAIN I ,� - WO/STAIN . - � ­ 11 - BIFQLD 1)00f� ;� I'll � . I I . I I 8 - I I 2--o" x s' -S* I - . WOOD , STAIN I I - WD/STAIN � __ � � 81FOLD DOOR I I - I I � 0 � I PR 2* -O* X WASo X 1 3/8' � WOOD STAIN I wo/sutN - , 1� I � - I BY. -PASS DOOR I 11 � . 11, I 9 . PR 2'-6' x If -a, x i 3/8, . � WOOD I 11 I STAIN � . .- . WO/VAIN � 1, I I - I BY-PASS D0014,11 � - . I , 0 : . . 8* -O" x 91-8 . . I", __ . ALUMJ TEMP OL. . PAINT ALUMI/WHITE I SLIDING GLASS DOOR ' 11 � ,� �l I . . 0 - 5*-D*'X a'-$' � ­AILUM./ TEMP GL. I PAINT . ,� ALUM;�NHITE I - ' SLIDING GLAS� DOOR � � @ I I S* -O" x W-8, ALUM./ PAINT ALUM/WHITE SLIDING DOOR I , TEMP GL. I � ,GLASS . � @ PR 3'-O* x r-0. - I VINYL/MTL. 11 WHITE I . � WHITE . 1. I I I . , GATE HARDWARE I I . I ­ I _ . I . . Y-0- X 5--a- x 1 3/4' INSUL. METAL PAINT MTL-/PAANT I � I "So WEL W/CLOSER . . - �N _,� ��l .. � I �,'!� .� ��, 4�' 1 - � �:��,_ '1� 11 I I 11 I � _0 . I IF & PASSAGE LOCKSET. r__1 Lt -r � 11 � FACING PANEL & � I I .& � I . - - a , 1, I I � � � 7 � I . . � :_ � I , � 1, � � I �­- , I I 11 . I .,�_� 11 I , I � �, I I ___ , 14 �91 __ - �1. . 17 - I - ` � � �l I -­,.,,,.; ­ , ­_-, - , I t��f ., , " I � I . : , ", _,��_,. 1. - , � 1, 1 �� ,-A . I , . I - " ­ � " � I I v . I . , I � - I . ��l I � , . I t " � " 11 � : I _1 ,,, � -1 I . I I I � i,�.� . I 1� � 1 I I � . I ��_�� . 1, I � 41, � I ,. � . I .1 � % -,- ,�!­' - , - 4 I � "I � " I , , A�,� , , . I ­ 5 I � I—, �� _ "I i . � I � , ­­�I.li;l! __ , 11 � , , � . , , ,� 1� I 0 � , 1, , 1 , ZI ­ � i I �, I I � - 1-0-1 _:C p . 9 I ''I - — ,g - I " - - I . � . �? - I - . I ill i� I is 15! 0 - .:, _,� ��, 1, �:.,� - . :3 1 - I ��, " , � r ;� u p? I � I'��, , , " , - , ,- CY) , , � 1. I _ ­, I i�6 gjli� e� I � , � �' I , %+ co - to ._-:N, 14* a ,;- Ili ul-I 5_ I I I , a',�;� I , , t" " C%j ��; , 17-1 _ ''., I co 1. ___;� ,,"I tc 2S §� I , '.. I IZV , � 21 �v'.­ � :­ 1!� ",��, . I � 0 , I � '.1 I , I I = .8 P .1 ", " I �% ,,;,��,,� I � I I I,, -:. ��_�'_ - I I � 1 ""I I , �� " I I �l I �'-I�ie I I I z I DOOR 8t HARDWARE NOTES: I � I I � - - � I www . - �� � I I IIIIIIIIIIIIIII 1 I � � . j 1 UP. 1, , , �� - I ­ , �, - , I . , - "I I '4-i �,-,­,­,�­Pi , , � ,,,,;,�,,i ­.��-..-, � ,j SHOWER DOORS TO BE 2'-8- X 6'-O- MANUFACTURER. I I I . I ALL EXTERIOR DOOR HARDWARE TO BE TO BE "COMMERCIAL GRADE" POLISHED I . IN COMPLIENCE WITH A.D.A. HANDICAP � I TEMPERED GLASS AND ALUMINIUM BY SHOWER ENCLOSURE I I . I I 11 . . oCOMMERCIAL GRADE" STAINLESS STEEL. INTERIOR HARDWARE BRASS FINISH (OR APPROVED EQUAL). ALL HARDWARE TO BE REQUIREMENTS. , . I , I 4 , ., I -� mm ­ I I . � I wm� � - ?w . � � I AdOlk I , r-1 0 16i I , , . ., 00 , I I j .1 W , :14 �_ X� � � ., � . . -, ta I �l j>l I I I "�:�. �. "'.1 ", ,4,­�. � 1,1, I , , "a , � i- , "I'll I �� , � , � � - ,, 65,� 1'.-, 117,� . I'll V� ** . .1": ­ 1',_��*�, 1. _, .��,��` � I ,,,, , W-, , I,Zir �' 4" 1. Y, ­�, �A ,­��,� - , � _,.;��: 1" -,",- ,; �. 1,� . - ,a�,,#�­' -,,- . _ �:�74 - � ,� I - ��','� �, ,w " ��,_,!�,'_. , - �11,-��'.�',""�,A 111 ,,��,%, " �,��_'�� ,�,!",.. - -, 1 ��,l , -� � ", -e � ."$ : - t , , - . 11 1��_ I I I , , ,� , , 1, ,, - I � � � . � ��', -, sy?" , f, , 'r , , �,,�", �,� � * -, 1-1 ''I I — ,, I �l . �. I , I I _�_ , ,.,ii - , � 1 , A I I I I I NAA � -1 , �'_%;"� , , - ,,,, , "�, , . -,, �_ 1 4 : , - - � : T � I" " -, �, I 'r T �� I . % � : � . . , , ! "_, # - � � , I w I �-,)�,.�-��,, A� , I , ; .,: _ _ : I I I 3HQWF,R PAN . � � �­ �� , " e - I t I I - , I '�jt - �'_lt_� , �L, , ,,,L�, , , . r I � � -, -",E,. - , I , -, , - Adlk - I I � g - � IM , - �- - E�A " I ft , ­ - � I I �_i, I , , P - . I , ___l . - _0� ,,,, _ - I ; I � ��'Tfl, �, - , � - - . I � _1 I , , � " ""', _ . GROUT SE TERIAL HARDWARE SCHEDULE SHALL BE CREATED BY HARDWARE CONIMPANY. SEE SPECIFICATION NO. 8.3 IN z . , I ,., � I I I- I 6&'A L I . I , � -1- , " ". ­ -A " I I .- I r�,I, . , ��; .- _�'. ­. I I 11 '' " -, -1 �� I" �� , - I ma 'p, . , - 1 T,�7 . . 1, I , -1 � ,� - :�lk , "I I . i . ... .. I 1. ��p _ 'i I I , - - /. I " I __-_1�11- I , �. �,'I� I ' � I R,, - , ;�., 11 1 _1_14"'_�� ` ., , , Ax 1 1 " , � �'l I �, ,, , � " -v , -1 � , � Z , , �, ;l , � I '. . '. 11- -4 1 � SEPARATE SPECIFICATION BOOKLET IN LUDEO WITH CONSTRUCTION DOCUMENTS. '. I I ­ , , '' ­ .1 I V-,,- oc !;t . , � I ". - -� I ��, ,_ 4, " . ". " " �, .- � . I � , ­ . . I . � �l . If", . I , I -l -, , , �", I I - - I " " I ,: ,4- � - . I -1 �t , ,,,�, �, .. 1 '41 1 . �, I - � I I I - w - -I - I -1 . I I �,� �:01 1 14, 1 I � � I � ;.1 , -1 11 I . 11 I �'l I � I - - - -, 1-0 : � ,,, I 1 . 1 S, .. � . � -0- I -11 . I �, � r -3 1 - . I ,t'; V'. ,,,,,,,_, ­ fi." I - . _ I'll I I I -1 ­ fl, . :, I I " - I I - I � I I �j ,�:. * __ - -,. ,,,, .. . ,� � " " �i�­'l � � . I - �.� I �1�1 , . I � � , � 11 , I It I I . - i , 't, I;," � � z I . - , A k -` , qr']irj ,",_, 1, I I � I . �l I � � . ,I, I I I � I I I ­�' 1.� ,4 - I I I .1 V. I �" . I . - . � � , , �� - . I ,- I I . 4 . . �i I", -1 1, I � . . I � . I - I I - 11 I I... 1. I 11 I *� , . ALL EXTERIOR DOORS TO BE WEATHERSTRIPPED. I I � olmo - . I I , -IL_ 7 I . I . I , , I � . It I I � , I - t li 41� , , , . I . , � . . I . . I I . . � .. t �� �� ., - ,� , I 1. ­: I I I I 1. I . I I . I . . I , � . = . I � I , I F- i: � . " " !, I � ,�, - '- �'- 1, I I I - I I I I I . ,�l � 11 . . . I I '_ ;k I I , -, � ,' � '� 4' ! , , A,� ,� � I � , � 11 I � . ,. � I - . ., I . . , . I 1Z.- - I I -1 I ,� _­ . -,:, �� I � I .1 � . :) I ,�� I �,, � "� , - I 1- i I I , r � � z , at, . , -, , �, t�ll� - � _�AJ:'11_1,` I'll I : I � I I I AiiL �l I I I I I ': �-­ ­_1 I � '' 1. � a'. � I /ALL 1-ummUll tNIKr vvvmzi IV -,31AHWAT5 AND CORRIDORS TO BE EQUIPPED WITH CLOSERS AND A .1 ., I I � - � - , � I � " I I � I I : 1. I -4, 1 �.� , 11 , � . I I I I I . I - 11 0 � 41 ; I ":%"r,�', , : , � I � o - __ - I . ­ ­ I ­ � - -,v -1 . — I ��, 11 r .p, I , , � ��,� � �, �� I � �� I XEYED LOCKSET THAT TENANTS OF UNITS ACCESSED BY THESE DOORS TO BE PROVIDED WITH THEIR 1� � 11 , ,., . ,, ���;,� ,­,�. � , I I . I I I I 11 - ,�` x, -, - ­�� �, ­ � I I I � , I . � I � � I "I "I �_�l �_ �4 � * W, � - � . . I I I �� 4- ! . � , , 1, �'ll . _' ,'�,1�11, .1 - : 11 . 0 ,,,, �' I I �l �_ I., I �l , I I � I . I I ci . . OWN KEY. . I �,", I � �l � 'I. "I - . ", � , I . �l � � . I � I . I . " I I I I >_ I ,� k ,,,� � ,�,,�,,�,:�%, , � " � � ., , ,­�, � - 1, - � . I � I � � � , �1� � . � I - -, I -1 I . . 1, ' I PLUM91NG LINE I - 0 01' � - , ­�l ­.� _ � `� � �l �� � ��,� � 1-11 , I I 11 I I MINIMUM 2"RECESS /' - . I I 0� - � I ,, N­4�e " � ,,�,� . I � -h,� l-, , I - I � � I , I � 2 T I I , , ,� " j 1. __El< - . � � I I . I 1'�li_l� 1:�� ,11 ��, - �,, - ?,�7 , I . I >0 . � - IN CONC. FLOOR � � 11 I I � I W ""41-- . I , I � � � 1. "I 3" , , ,�, '. �,­, � � � . I �, I I AT SHOWER AREA I ,�,e,,�, ,,, 11 -4 - , ,� - �_ ­�'Tl-'' , � . . �l I . . FINISH SCHEDULE , :I. I — ell , ,� �� ,--. 11 _� _1 ` "I � . I - , I � :, .1 'll-,",�,"', , 4A" � , ., I � I I ­ I � 'lz , -1 Y &;" ''Al ''I 1� ` —.1-01 - I — I I : - I I I _ _1 - I I , C r . CIO= All AD&A KI^'rC0 . �V,1711 �, , ,_ . I ­ � " � I --l I �� 4�_ I�_. 1� �_ - ,� , I I � ''�'i_ I I � WALLS . . CLG HT = I . a . I I I I I , , . � � � '. v;,L��! . , . �,,��!�,�, � �--_ , "'. �li , , _ , �f ,� L, ',.-��,,_ " , '- � ,l I I I I ��)�l I, , " ,; 1 �, , . "', 1� I , , ,� . � �7' :,_', I , �� . : ,� I , _11L il I I � , � I I ,,, I � I : , I I - I I I . I I - I I , . � � I I 1. ALL UNITS TO HAVE FIRE ALARM STROBE LIGHT . I �l . I - I ll' �. I I . - � I . I SHOWER DETAJL ,�, � � 11.1 - . . I '' � ,� 1�� _ -1 -;,I_� . � I , , , � . I I I I . � . I � I I . � .- I I . . I �, � I I (VISUAL) CONNECTEO TO BUILDING FIRE AL I � SYSTEM. � � � I I I ,,A I , ,�� � ,, "" , '' - , - I - � . I , I . 8'-4- I I UNIT CLOSETS I � I I r I ,ARM I * � � I � I - - ­ - 1� `�l I I � i. "'. . i 1, . . ll� , I I � , - - ; I " � ,� �, - ,,,, �, I � I -1�� I I il � . � - CONC. -(SEALED) I I I ��. I 11 I I BLOCK I . � I I I � I . - I I 2. VISUAL ALARM SIGNAL APPLIANCES SHALL BE INTERGRATED � I � � . I I � I . I � , _� 4 1 , I � , ­ I � ,,, 1 � -,.�� * �, - � I . I . , . I � 4 -q,� 1',-, � � . "%�;� ,� � 11 . � I � I I I . � - 49KI .1 . - "4 . � .1 � - � I I >Hl — I INTO THE BUILDING ALARM SYSTEM. -, � . I I ,�� I - . I , � . I I I I I I . . I I � . , I I 41' �. 1.1-1 1. I ft�,l I , : . I- , . , - I I 1. I , 1 . I I 1 4 I . WOOD UNYWALL PAINT I ­ I � � I , I - I ' I 3. SMOKE� DETECTOR OUTSIDE EACH SLEEPING AREA AND IN I I i� I � I , - I . I I � , -^:`0jlr I-an2- PERA41TTE') FOR CONS I>rn..-- . I ,, I - I - �� - � , I I . I ...j �ff -14-J I I - --Ff] __UR7WATE__ SKIP TROWEL I El— . �, I I � EACH BEDROOM. _,�. I .- I I .� - l ­ I � �, -t,�""Il I , I - ''If � . I � , - I � � �, ,, " . - I I ,�-, ,,�ll t 7 I , � :_`,��, . I I I � - . . I . 1, � I IKJTCHEN . I I 1 WOOD � � I . . I ' . � . . � I - 4. 4ANUAL FIRE ALARM STATION LOCATED AT STAIRWELLS AND I - I I NOTE: I I I 4 I , � I CONSTRU,CT CONTINUOUS I I I WALL AROUND EDGE: OF . I I - I � I !� ,., , � �,­ � I , � I . � � " f� - I , ll.�s �. I . 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I . . j .� ISILE CULTURED MARSLE . . �N _,� ��l .. � I �,'!� .� ��, 4�' 1 - � �:��,_ '1� 11 I I 11 I � _0 . I IF r__1 Lt -r I I I I . CONSTRUCTION NOTES: I 11 � FACING PANEL & � I I .& � I . - --�� 4' 11 " �! I � 7�.,�, -, � � -1 . , , , � " �� - �l . , � "' � '' . 1, 1, I I � � � 7 . I . � '. 1. I I 1 -1 � � . 1, I � I . r ,. . I . I , � ­ \ , � I .1 4 I I . WHIRLPOOL TUB , I I �, � " � I � � , 11 , . I I . . . I . I 1, I � . . TELEPHONE I I : -WIDE 'AND I . I I I � ,- . - _ ,� I _ , - . � I I I r I I , I - ­ I � � � . . . I , W 1. RO FINAL CONDUIT LAYOUT RISER DIAGRAM TO . - ' � 3 5/a"_,GALV- TAL . � ME STUDS " -----_ I - �� I � I � I "I . � � ,,� , � ��' . I I r : , I I I I I I CONITRACTOR/OWNER FOR APPROVAL BY TELEPHONE , , T _ . 0 12- q.C. � . - - . � � 1�k, ��,�,l � , - J �� - , I � I'U'. - L I � I 1. I � , K � . . I I p I . I I --M<l � . . � � INSTALLATION COMPANY. � I - � - , 11 � I , - I . 1, 11 I . � 11 I - NOTE. , ,�­ I �, ;, . I 3i'A' - I I . 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I ,� - - � I � 11 � - I r _ � - '. � I . 4 , ) , ..'.:v _-, � � ,-- _ ­� , � � 11 � , ,;, . �;i­ , .-"& - _ �, � � i I 7- �l I - "I ­ I I I i I ; i � I I I I i I 1 - ; 1 I i - - - ­ -1 ! , i I I i i 11 : I I 11 � I � I i 1 1 1 i I I I i ; i � � � � ! i ! ! i i I i � � � :1 � I I � ! i � 2} z 00 1 iat DISTANCE BETWEEN STAIRWAYS Fs. � u V up D iDN VPRESCUE F=440 ASSIST. ROOM 6" 7 ... .r.;.-sissue.ver.:.'�c.:s:...,a.sz.r.......__._..,.._3-.........tr �_._.s..-......- -- } r., -�M �A KNOCKDOWN FINISH PARAPET D ETAI L A -z STUCCO OVER CON-' CAP AND 11/2 ROUNQ F OAM BAND. i . HEIGHT VARIES PARAPET WALL STUCCO K SGD STUCCO MEMBRANE ROOF '— SYSTEM OVER TAPERED INSULAT ON ON CONC. ROOF SLAB KNOCK DOWN CEILING STUCCO 1 /2" DRYWALL OVER P.T. 1 X 2 FURRING AT 16" O.C. ON RIGID INSULATION KNOCK FLOOR SLAB -- DOWN 1 HOUR CEILING ASSEMBLY (TYPICAL) STRUCTURAL TIE BEAM DRAWINGS) AS PER SEE STRUCTURAL .`. DRAWINGS STRUCTURAL DRAWINGS CENTER GURADRAIL NOTE: HANDRAIL TO I I 0 42" (TYR.) RAS ST A 8" DIA. t CONCENTRATED HALF—ROUND CADGER & ELEC. 0 8" DIA. 200 LB. LOAD CODE ITEMS PRE—CAST WINDOW STUCCO BANDS, m HALF—ROUND IN ANY CONC. SILL I , AS REQUIRED ---� I (COORD. W/ECFV. STUCCO BANDS 0 8„ DIASILL DIRECTION . I'JFG.) s > I HALF—ROUND CONTINUOUS ( O N STUCCO BANDS R o HANDRAIL mo iy (TYPICAL) �j: 4 Z a —STUCCO k Y FOUNDATION FOUNCAT ONHANDRAL NOTES: �. PERSTRUCTURAL PER STRUCTURAL 1. ALL HANDRAILS SHALL COMPLY WITH DRAWINGS DRAWINGS 2001 FBC, SECTION 1007.5 ri �ez�#�Qei� �Nel 1 (-nKAPI Y VVITN _ SGD STUCCO 1/2" DRYWALL OVER P.T. X 2 FURRING{ AT 1(3" O.C. ON RIGID INSULATION i SL MASONRY WALLS PER STRUCTURAL DRAWINGS SGO 8" DIA. HAIL —ROUND STUCCO BANDS C 114"- 1$-0" MEMBRANE ROOF SYSTEM` TO EXTEND OVER CANT STRIP AND FLASHING, UP PARAPET WALL TO TERMINATION BAR & REGLET FLASHING KNOCK DOWN CEILING 1/2" DRYWALL OVER P.T. 1 X 2 FURRING AT 16" O.C. ON RIGID INSULATION i 0 I cn Q � W 0 H 0 V) < -) W Q(No0W a =>°( (Y O d < Lij M IIIQDLf) or KNOCK DOWN 2 1 L OVER CANT STRIP - I MEMBRANE ROOF 2'-6" X 4'-6" WEATHERPROOF AND FLASHING, UP PARAPET WALL TO MEMBRANE ROQF SYSTEM TO EXTEND _`"` PARAPET WALL ALUMINIUM ROOF ACCESS HATCH TERMINATION BAR SYSTEM OVER TAPERED Z OVER CANT STRIP - W,/SPRING—LOADED LIFTS FOR & REGLET FLASHING INSULATION ON CONC. AND FLASHING, UP TIE BEAM & SLAB PER ONE—HAND OPERAT ON. PROVIDE V ROOF SLAB STRUCTURAL ' w PARAPET WALL TO DRAWINGS `o 3 CURB AND FLASHING PER MFG. z v i k r TERMINATION BAR. t.. COORDINATE WITH ROOFING SUIBCONT. 1 f 2" DRYWALL OVER P.T. 1 X 2 REGLET FLASHING CONC. ON INSTALLATION METAL STAIR "SHIP'S ON RIGID INSULATION 3: ROOF r LADDER" SYSTEM TO ROOF HATCH 3 8" DIA. � :- HALF—ROUND " SALDIAROUND STUCCO BANDS 001 STUCCO BANO�S I 7 45'-0" r r % i .. a ... PROVIDE c° 3,—O„ X l'—O" co ALUM. 8" IA. D z LOUVERED VENT FOR SHAFT NOTE. HANDRAIL TO RESIST HANDRAIL t 8" DIA. HALF—ROUND VENTILATION A .CONCENTRATED HAL F—ROUND STUCCO BANOS 200 LB.LOAD IN 9 STUCCO BANDS WINDOW I ANY DIRECTION TWO HOUR SILL FIRE—RATED MASONRYWALLS 4to y y °a I / (RINKER FIRE TEST NO. 8-2-12) } ALUMINIUM HAND RA. L SEE STRUCTURAL t ® U DRAWINGS U1.0 © V f n W PARAPET WALL STUCCO K SGD STUCCO MEMBRANE ROOF '— SYSTEM OVER TAPERED INSULAT ON ON CONC. ROOF SLAB KNOCK DOWN CEILING STUCCO 1 /2" DRYWALL OVER P.T. 1 X 2 FURRING AT 16" O.C. ON RIGID INSULATION KNOCK FLOOR SLAB -- DOWN 1 HOUR CEILING ASSEMBLY (TYPICAL) STRUCTURAL TIE BEAM DRAWINGS) AS PER SEE STRUCTURAL .`. DRAWINGS STRUCTURAL DRAWINGS CENTER GURADRAIL NOTE: HANDRAIL TO I I 0 42" (TYR.) RAS ST A 8" DIA. t CONCENTRATED HALF—ROUND CADGER & ELEC. 0 8" DIA. 200 LB. LOAD CODE ITEMS PRE—CAST WINDOW STUCCO BANDS, m HALF—ROUND IN ANY CONC. SILL I , AS REQUIRED ---� I (COORD. W/ECFV. STUCCO BANDS 0 8„ DIASILL DIRECTION . I'JFG.) s > I HALF—ROUND CONTINUOUS ( O N STUCCO BANDS R o HANDRAIL mo iy (TYPICAL) �j: 4 Z a —STUCCO k Y FOUNDATION FOUNCAT ONHANDRAL NOTES: �. PERSTRUCTURAL PER STRUCTURAL 1. ALL HANDRAILS SHALL COMPLY WITH DRAWINGS DRAWINGS 2001 FBC, SECTION 1007.5 ri �ez�#�Qei� �Nel 1 (-nKAPI Y VVITN _ SGD STUCCO 1/2" DRYWALL OVER P.T. X 2 FURRING{ AT 1(3" O.C. ON RIGID INSULATION i SL MASONRY WALLS PER STRUCTURAL DRAWINGS SGO 8" DIA. HAIL —ROUND STUCCO BANDS C 114"- 1$-0" MEMBRANE ROOF SYSTEM` TO EXTEND OVER CANT STRIP AND FLASHING, UP PARAPET WALL TO TERMINATION BAR & REGLET FLASHING KNOCK DOWN CEILING 1/2" DRYWALL OVER P.T. 1 X 2 FURRING AT 16" O.C. ON RIGID INSULATION i 0 I cn Q � W 0 H 0 V) < -) W Q(No0W a =>°( (Y O d < Lij M IIIQDLf) 5DpQ A -i WALL SECTIONoql�g 1-tv ;. or KNOCK DOWN 2 1 L CEILING o LL I DOWN a) CEILING Q U. . mum Z V TIE BEAM & SLAB PER z V U)Q STRUCTURAL J w DRAWINGS `o 3 - z v i w MEMO t.. 1 f 2" DRYWALL OVER P.T. 1 X 2 FURR'.NG AT 16" O.C. ON RIGID INSULATION 3: r 5DpQ A -i WALL SECTIONoql�g 1-tv ;. 1 L KNOCK LL DOWN CEILING Q Z U)Q e a - z v w MEMO t.. 5DpQ A -i WALL SECTIONoql�g 1-tv ;. OD 1. 2i--O" SQ.CONC. BLOCK COLUMN CONC. BLOCK nilV -TH RU CANOPY tETAIL y; .- (AER STRUCTUft�L WALL io ORAWiNGS) A-8 (CANTILEVER) r � �•�1 _ t - ' STVCCOHEAP r ..' EVERY 7,- ,.."ti.,, . _ >.,,.g .. w X -_,... . • ,. „ ::.. ::. —: , � - AAAIA��AA! 9AlIY�9AIIA�yl11�lAr�iAiA l r�r.x i .rwr.� 9i �w 4# > +�,. RO UNt300, t3a ., � FOAM. 9AN -AmE _EVATION D *7� t. _. R_" .e z w"ll p « , LEFTELEVATOM ,.„ iy - , . Vis, �, :.s _ ,. „ "� IM „ r € >. >, , . NO .'<., , .. ... ,. .. N a- 1.. , x .. As. g s ,. � r .,. ...,. a -.. .:. ..% -..-. .. S. ... .. .. .. _ .. n '.q3 , . .. ' . _.a..S.,w..r+i:',a4..n.13':'mS .n,. u:.< .- .. .. . , a:..4: - .::.. _ .- a_ ,. : : - - x}1.r - --. #_- ., .. : -"-,, a �.. 3•Q ".. .... .hy. � .,.... ..,, a� ..:.' _ _ _ _..e ..----------- I'M _ ...._s ,'4 .. __ - � .:Yl �•.;` ^� _'�-�---� — _. __ .,.:.._ . _ _ at. �a4 .,':-+-.ilk' -,E • - .. ! i ,. --_-------- ---- - -- _ - -----_ .- - �F ��- =F - - --- - - - --- --------- - - - - - - - n t, r'r ry 1 98/0 X fl O.H.D. _J 16/0 X 7/0 O.H:Dn { 18 0 X 7/0 OHO. .1 / 18/0 X 7 0 OaH.D: / 18/0 X 7/0 O.H.D. � 18/0 X 7/0 O.H,D. 18/0 X 7/0 O.H.D. 9/0 X 7/0 O.H.D. STUCCO ON CONC. BLOCK __j Mor'." h ,_ STUCCO 0N CONC. BLOCK HALF—ROUNDHALF—ROUND p FRONT L STUCCO ON FOAM BAND FOAM $ANOSIDELEVATION �' t 7,- ,.."ti.,, . _ >.,,.g .. w X -_,... . • ,. „ ::.. ::. —: , � - AAAIA��AA! 9AlIY�9AIIA�yl11�lAr�iAiA l r�r.x i .rwr.� 9i �w 4# > +�,. RO UNt300, t3a ., � FOAM. 9AN -AmE _EVATION D *7� t. _. R_" .e z w"ll p « , LEFTELEVATOM ,.„ iy - , . Vis, �, :.s _ ,. „ "� IM „ r € >. >, , . NO .'<., , .. ... ,. .. N a- 1.. , x .. As. g s ,. � r .,. ...,. a -.. .:. ..% -..-. .. S. ... .. .. .. _ .. n '.q3 , . .. ' . _.a..S.,w..r+i:',a4..n.13':'mS .n,. u:.< .- .. .. . , a:..4: - .::.. _ .- a_ ,. : : - - x}1.r - --. #_- ., .. : -"-,, a �.. 3•Q ".. .... .hy. � .,.... ..,, a� ..:.' _ _ _ _..e ..----------- I'M _ ...._s ,'4 .. __ - � .:Yl �•.;` ^� _'�-�---� — _. __ .,.:.._ . _ _ at. �a4 .,':-+-.ilk' -,E • - .. ! i ,. { CONC. BLOCK WALL PER STRUCTURAL DRAWINGS CONC. BLOCK I I FkPOgFD 1 ii '1 it 1� 1 I� j� 1 r, 5/8' TYPE 'X" DRY+LL 1 i BOTH SIDES (ONE-HOUR FIRE RATED WP 1200)i i I( 1 I { I MTL STUD TRA KM I j NEW FIREWALL. TO EXTEND TO UNDERSIDE OF ROOF DECK. FIRE -RATED PLYWOOD DECKING TO EXTEND 4'-0" EACH SIDE OF FIRE WALL AND HAVE NO PENETRATIONS SEAL WALL TO UNDERSIDE OF ROOF DECK WITH APPROVED FIRE PROOF CAULK. 1 2 X 4 D STUDS Q 16"O.C. MID HEIGHT BRACING GARAGE ONE-HOUR FIRE RATED PARnT10N WALL WP 1200 a CANT STRIP, METAL FLASHING PARAPET WALL BEYOND WITH MEMBRANE ROOF UP PARAPET WALL TO TERMINATION BAR do REGLET TORCH -DOWN ROLLED ROOFING SYSTEM ON UNDERLAYMENT AS SLOPE R OF B PARAPET PER 1dF3. SPECS OVER 5/8" CDX TO REAR OF BUILDING. PAINT PLYWOOD (PROVIDE 10 YEAR & SEAL TO WATERPROOF. 2 X 4 CONTINUOUS WARRANTY TO CONDO. ASSOC.) IZ RAT RUNS 0 48" O.C. SECURED TO BOTTOM CHORD W/(2)10d NAILS 4 SLOPE PRE-ENGINEERED 16" PRE-ENGINEERED 16" - TIE BEAM TAPERED TO 12" FLAT TAPERED TO 12" FLAT PER STRUCTURAL WOOD ROOF TRUSSES WOOD ROOF TRUSSES JJ DRAWINGS _ ® 24" O.C. 0 24" O.C. 1 (2) P.T. 2 X 8 BUCKET EXPOSED TRUSSE LEDGER SECURED EACH WITH ANCHOR BOLTS TRUSS PER STRUCTURAL DRAWINGS 2 X 4 CONTINUOUS EXPOSED RAT RUNS 0 48" O.C. BUCKET EACH TRUSSES SECURED TO BOTTOM TRUSS CHORD W/(2)10d NAILS or EXPOSED CONC. 1, ISO) m �,., _ Iu E - W Z z z - g 41 PROVIDE PITCH JACKET AROUND BASE >8X8X1/2 W/ 4 — 1/2'— EXP. ANCHORS (TYP.) INSULATION 1. ALL BEAMS AND SUPPORT LEGS SHALL BE 1\"x1\" SQUARE ALUMINUM TUBING 2. MOUNT CONDENSING UNITS ON KORFUND W.S. SPRING ISOLATORS, SIZED AS PER MFGR, PUBLISHED RECOMMENDATION MIN. 1" STATIC. 3. LENGTH AND WIDTH AS REQUIRED TO ACCOMODATE SATELLITE OR CONDENSING UNITS. ADD CENTER LEGS AND BRACE WHEN NEEDED. 4. PROVIDE ALL CONTINUOUS WELDED CONSTRUCTION A/C AND SATELLITE TELEVISION EQUIPMENT STAND DETAIL N.T.S. AIR COOLED CONDENSING UNIT HOLD DOWN DEVICES TYPICAL EACH CORNER. /8"BOLT FENDER WASHER ,RUBBER WASHER —CORK—RUBBER—CORK "KORFUND" VIBRATION PAD BETWEEN THE UNIT AND THE SUPPORT. TYPICAL EACH CORNER. \\RUBBER WASHER \FENDER WASHER LOCK WASHER CAPTIVE NUT I=4 CLOSET MECH/ ELEC. ROOM TRASH _ASHING EMBRANE DOFING GID SULATION VENT PIPE ROOF PENETRATION SECOND THRU FIFTH FLOOR PLAN UNIT A STAIRS 35121111m=? ELEV. ELEV. EQUIP. t! WALL HUNGC�. '`AIRS Copp l TI ON I I� G UNIT WITH CONDENSING UNIT ON ROOF ABOVE. I DRIVE-THRU i I ( � I L� FJ UTILITY ROOM UNIT A STAIRS TOILET FIRST FLOOR PLAN 1/811-11-01, PUMP ROOM THRU THE WALL EXHAUST FAN 180 CFM.1925 RPM 120 VOLTS, 1.5 AMPS GROAN MODEL 509S PROVIDE CEILING MOUNTED EXHAUST FAN WITH DUCT THRU EXTERIOR WALL TO ELBOW LOOKING DOWN. PROVIDE WALL MOUNTED LINE VOLTAGE COOLING THERMOSTAT SET TO GO ON WHEN TEMPERATURE RISES ABOVE 90 DEGREES. 110 CFM 0 0.2" S.P. 120 VOLTS 0.5 AMPS. \ BROAN MODEL SP100 PROVIDE 10"X10" ALUMINUM WALL GRILLE LOW IN WALL WITH INSECT SCREEN WALL MOUNTED ELECTRIC HEATER 18" A.F.F. WITH LINE VOLTAGE HEATING THERMOSTAT SET TO GO ON WHEN THEMPERATURE DROPS BELOW 50 DEGREES. OMARK WHT500, 500 W 120 VOLTS. ,.4.2 AMPS kX a City of Cafe Canavcra9 PERMI7TED FOR PFF_� �$ i�jT10N REV]_rwF - d 76 Review ooes not author" ' violation of anY local, sate r federal codes, ordinances or statutes P,, y OF 4 Z J LL 4224 J J � Z D 0 o N �m— Q U W It_t E E RRELCO UNLIMITED E N ra O cr) U U U LEt N � 4348 LONG LEAF DRIVE W J Iv MELBOURNE, FLORIDA 32940 m > Z Phorne; (321) 242-0102 p Fax; (321) 242-2030 OF 4 SIF Z J LL o J J � Z D 0 o N �m— Q U W It_t E E tL/ LL 11 1 E N ra O cr) U U U LEt N � W J Iv Q m SIF DRAWN GR Z J LL o LUQ J � Z D 0 o W Q Z z Q U W m } o Q 0 W U U N � W J ILL � m > Z � p DRAWN GR Q N o LUQ � QI z W wall & z DRAWN GR s Al a- a e . a WALL CEILING GRILLE SUPPLY DUCT TRANSFER GRILLES AS REQUIRED BY THE STANDARD MECHANICAL CODE. WALL GRILLE FIRE SPRINKLER MAINS ARE MOUNTED TIGHT TO THE DECK. DUCTWORK TO RUN UNDER SPRINKLER PIPES. DUCTS MUST BE INSTALLED BEFORE WALL STUDS ARE INSTALLED. SUPPLY AIR RUN FIRE SPRINKLER MAIN LINE (TYP.) OUTS TO DIFFUSERS SHALL Cr, INSTALLED AFTER THE FRAMING AROUND THE DUCTS FIRE HAS BEEN COMPLETED AND BEFORE THE SHEETROCK IS INSTALLED. SPRINKLER SIDEWALL HEAD (TYR) ALL RECTANGULAR DUCTWORK SHALL BE 1 "RIGID FIBER GLASS, R4.5. NO DUCT REQUIRED IN METAL STUD CONSTRUCTION. FOR WOOD CONSTRUCTION USE STANDARD 3 1 /4"x12" GALVANIZED DUCT. - PROVIDE MINIMUM 12-12 ACCESS PANEL AS REQUIRED FOR AIR BALANCING(HARD CEILINGS ONLY) - SPIN -IN FITTING WITH VOLUME CONTROL DAMPER -INSULATE FLEXIBLE ROUND - RUN OUT DRAW BAND (STASTEEL AP RIOVEDS QUAL OR RETURN AIR PLENUM) T''FICAL ROUND DUCT CONNECTION N.T,5. 7TH.FLR. NOTE THAT ALL SUPPLY AIR GRILLES SHALL BE ALUMINUM WITH REAR ADJUSTABLE VERTICAL RIBS AND FRONT ADJUSTABLE HORIZONTAL RIBS. DRAIIN LINE SHALL 5E AT LEAST THE SAME 61ZE AS THE NIPPLE ON THE AIR CONDITIONING UNIT FULL SIZE CLEAN OUT CAP \ (WITH 1/S" HOLE DRILLED THRU TOP) CAP WITH I/8' HOLES PITCHED DOWN TOWARD DRAIN COND. TEE START OF' DRAIN PAN ND. DRAA IN TRAP 3/4' IN&ULATED/ EA61LY GOND, DRAIN REMOVA5LE CONNECTION AUX, DRAIN PAN (UNION) DEPTH OF 6EAL 6HALL 5E A MINIMUM OF 1.5 TIMES PRESSURE IN DRAIN PAN T''PIC,AL CONF,)EN54T CfRAIN TFRAF N.T.S. 1 3/18" - V-0" UNIT A LIVING ............ 2,052 SO. FT. BALCONY....... 314 SO. FT. THE OWNER WILL BE PROVIDING CLOTHES DRYERS AS MANUFACTURED BY GENERAL ELECTRIC CO. MODEL DPSB519EBWW/CC/WC. THESE UNITS ARE LISTED WITH EXTENDED BLOW DISTANCES, 1 ELBOW = 60 FEET, 2 ELBOWS = 45 FEET, 3 ELBOWS = 35 FEET AND 4 ELBOWS = 25 FEET. IN EACH CASE THE SYSTEMS DESIGNED FALL WITHIN THESE RANGES. SUPPLY DUCT RETURN DUCT CONNECTION FLOAT SWITCH. CONNECT TO 24 VOLT POWER WIRE \/EfRTIGAL AlfR k4N1:)LEfR FDETAI,I_ N.T.S. FOUR TON AIR COOLED HEAT PUMP ALL APS STRAP 1-1/2" MINIMUM IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 13.410.1.ABCD.3,3,6 FLEXIBLE DUCT AND SUPPORT. FLEXIBLE DUCTS SHALL BE CONFIGURED AND SUPPORTED SO AS TO PREVENT THE USE OF EXCESS DUCT MATERIAL, PREVENT DUCT DISL❑CATION OR DAMAGE, AND PREVENT CONSTRICTION OF THE DUCT BELOW THE RATED DIAMETER IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTSt 1. DUCTS SHALL BE INSTALLED FULLY EXTENDED, THE TOTAL EXTENDED LENGTH OF DUCT MATERIAL SHALL NOT EXCEED 5 PERCENT OF THE MINIMUM REQUIRED LENGTH FOR THAT RUN, 2. BENDS SHALL MAINTAIN A CENTER LINE RADIUS OF NOT LESS THAN ONE DUCT DIAMETER. 3. TERMINAL DEVICES SHALL BE SUPPORTED INDEPENDENTLY OF THE FLEXIBLE DUCT, 4. HORIZOINTAL DUCT SHALL BE SUPPORTED AT INTERVALS NOT GREATER THAN 5 FEET, DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED 1/2 INCH PER FOOT OF LENGTH, SUPPORTS SHALL BE PR❑'VIDED WITHIN 1.5 FEET OF ENTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE FITTINGS AND BENDS. CEILING JOISTS AND RIGID DUCT OR EQUIPMENT MAY BE CONSIDERE TO BE :SUPPORTS. ` 5. VERTICAL DUCT SHALL BE STABILIZED WITH SUPPORT STRAPS AT INTERVALS NOT GREATER THAT 6 FEET, 6, HANGERS, SADDLES AND OTHER SUPPORTS SHALL MEET THE DUCT MANUFACTUR RECOMMENDATIONS AND SHALL BE OF SUFFICIENT WIDTH TO PREVENT RESTRICIT pi flF THE BLf , INTERNAL DUCT DIAMETER, IN NO CASE SHALL THE MATERIAL SUPP❑RTI G FLEXIE THE THAT IS IN DIRECT CONTACT WITH IT BE LESS THAN 1-1/2 INCHES. x E , C;t� a Ganaucr f N.T.S. Review o )N F 0 an does not authorize violation of any local, state or federal codes ordinances or statutes 4224 RELC❑ UNLIMITED 4348 LONG LEAF DRIVE MELBOURNE, FLORIDA 32940 Phone (321) 242-0102 Faxl (321) 242-2030 U G z Q � > 0 ZLL p M cnUF- 2m�Q0 I � U J N b� E =N�j Q M � s LU N N 00 Oil � Z U W m t� CL U Q W v DRAWN GR G D 0 ZLL � J N OW Q Z o D Q � Z U W m 0 CL U W v � F W J LL W m z VD a �Q N o W Q 'ft Q� z �Z DRAWN GR WALI CAP` WALI CAP FOUR TON VERTICAL AIR HANDLER WITH 5 KW AUXILARY HEAT STRIP AND REMOTE rte. .� rte►. . .r ► r ems. ..r.. �.�►.ea �►.�.►.r . .►..r FIRE SPRINKLER MAINS ARE MOUNTED TIGHT TO THE DECK. DUCTWORK TO 4224 RUN UNDER SPRINKLER PIPES. DUCTS MUST BE INSTALLED BEFORE WALL %RELCO UNLIMITED STUDS ARE INSTALLED. SUPPLY AIR RUN OUTS TO DIFFUSERS SHALL BE INSTALLED Ln AFTER THE FRAMING AROUND THE DUCTS 4348 LONG LEAF DRIVE HAS BEEN COMPLETED AND BEFORE THE FIRE SHEETROCK IS INSTALLED. SPRINKLER SPRINRIN SI LL HEAD (TYP. ) ALL RECTANGULAR DUCTWORK SHALL BE 1 "RIGID FIBER GLASS, R4.5. TRANSFER TRANSFER GRILLES AS REQUIRED BY THE STANDARD MECHANICAL CODE. WALL GRILLE WALL CEILING GRILLE NO DUCT REQUIRED IN METAL STUD CONSTRUCTION. FOR WOOD CONSTRUCTION USE STANDARD 3 1/4"x`12" GALVANIZED DUCT. FLOOR PROVIDE MINIMUM 12-12 ACCESS PANEL AS REQUIRED FOR AIR BALANCING(HARD CEILINGS ONLY) SPIN -IN FITTING WITH VOLUME CONTROL DAMPER -INSULATE SUPPLY DUCT FLEXIBLE 6 i ROUND RUN OUT AIR FLO �- DRAW BAND (STAINLESS STEEL OR APPROVED EQUAL IN RETURN AIR PLENUM) T`'FIC,4L ROUND DUCT CONNECTION N.T-5, 7TH.FLR. FIRE SPRINKLER MAIN LINE (TYP.) 0 I z - VERIFY DIM NSIONS WITH NOTE THAT ALL SUPPLY AIR GRILLES SHALL BE ALUMINUM WITH REAR ADJUSTABLE VERTICAL RIBS AND FRONT ADJUSTABLE HORIZONTAL RIBS. DRAIN LINE SHALL Bi= AT LEAST THE SAME SIZE AS THE NIPPLE ON THE AIR CONDITIONING UNIT FULL 61,ZE CLEAN OUT CAP (WITH 1/8" HOLE DRILLED THRU TOP: PITCHI=D DOL TOWARD DR> DEPTH OF SEAL SHALL BE A MINIMUM OF 1.5 TIMES PRESSURE: IN DRAIN PAN AIR CONDITIONER DRAIN PAN EASILY REMOVABLE CONNECTION (UNION) T`'f=IO,4L OONIDEN5ATE DRAIN TRAP N.T.S. ROOF 3116" - 1'4' UNIT B LIVING ............... ....... 1,984 SO. FT. BALCONY ................. 202 S O. FT. 00 m THE OWNER WILL BE PROVIDING CLOTHES DRYERS AS MANUFACTURED BY GENERAL CTURAL DR WINGS ELECTRIC CO. MODEL DPSB519EBWW/CC/WC. THESE UNITS ARE LISTED WITH EXTENDED BLOW DISTANCES, 1 ELBOW = 60 FEET, 2 ELBOWS = 45 FEET, 3 ELBOWS = 35 FEET AND 4 ELBOWS = 25 FEET. IN EACH CASE THE SYSTEMS DESIGNED FALL WITHIN THESE RANGES. CAP WITH 1/8" HOL 3/4" TEE AT START GOND. DRAIN TRAP 3/4" INSULATE COND. DRAIN AUX. DRAIN 4� IN THE CONDITIONED AREA AND SHALL BE 1" FIBERGLASS. SEE NOTES MAXIMUM SAG 1/2' PER FOOT OF 5UPPORT 5f=ACINa 1 FOUR TON AIR COOLED HEAT PUMP STRAP 1-1/2' MINIMUM ---= ------ ------- -FLEX DUCT I DUCT IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 13.410.1.ABCD.3.3,6 FLEXIBLE DUCT AND SUPPORT, FLEXIBLE DUCTS SHALL BE CONFIGURED AND SUPPORTED SO AS TO PREVENT THE USE OF EXCESS DUCT MATERIAL, PREVENT DUCT DISLOCATION OR DAIVI`AGE, AND PREVENT CONSTRICTION OF THE DUCT BELOW THE RATED DIAMETER IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: 1, DUCTS SHALL BE INSTALLED FULLY EXTENDED, THE TOTAL EXTENDED LENGTH OF DUCT MATE L SHALL NOT EXCEED 5 PERCENT OF THE MINIMUM REQUIRED LENGTH FOR THAT RU 2. NDS SHALL MAINTAIN A CENTER LINE RADIUS OF NOT LESS THAN ONE DUCT DIAMETER. TERMINAL DEVICES SHALL BE SUPPORTED INDEPENDENTLY OF THE FLEXIBLE DUCT. 4NE:CTION 4. HORIZOINTAL DUCT SHALL BE SUPPORTED AT INTERVALS NOT GREATER THAN 5 FEET, DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED 1/2 INCH PER FOOT OF LENGTH. SUPPORTS ALL BE PROVIDED WITHIN L5 FEET OF ENTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE / FITTINGS AND BENDS, CEILING JOISTS AND RIGID DUCT OR EQUIPMENT MAY BE CONSIDE1 TO BE ;SUPPORTS, 5. VERTICAL DUCT SHALL BE STABILIZED WITH SUPPORT STRAPS AT INTERVALS NOT GREATER THAT 6 FEET, 6. HANGER'S, SADDLES AND OTHER SUPPORTS SHALL MEET THE DUCT MANUFACTI.�RE"p�s- ' RECOMMENDATI❑NS AND SHALL BE OF SUFFICIENT WIDTH TO PREVENT RESTf ICT,I DF THE INTERNAL DUCT DIAMETER, IN NO CASE SHALL THE MATERIAL SUPP❑RTINCFLEXI$LE DUCT; „y THAT IS IN DIRECT CONTACT WITH IT BE LESS THAN 1-1/2 INCHES„r'�r'��{F� yo + r_:.. Cit 4 K� rt: FLEX DUCT 5 U f'�O T PERMITTEn FQk �, an FE N.T.S. R1rVIEWE TN ON Review o any ►ocal, state or fan does not author, n ederal axles, ordi"Olaon of nances ors tures 1. CONNECT OPP }OWER WIRE 7c VERTICAL AlfR k4ANE)LE E)ETAIL N.T.S- z 4224 Z %RELCO UNLIMITED >,Cri � o a Ln rV 4348 LONG LEAF DRIVE LL: w az o n s {LLJ`- MELBOURNE, FLORIDA 32940 Phone: (321) 242-0102 Q Fax: (321) 242-2030 ° TRANSFER TRANSFER GRILLES AS REQUIRED BY THE STANDARD MECHANICAL CODE. WALL GRILLE WALL CEILING GRILLE NO DUCT REQUIRED IN METAL STUD CONSTRUCTION. FOR WOOD CONSTRUCTION USE STANDARD 3 1/4"x`12" GALVANIZED DUCT. FLOOR PROVIDE MINIMUM 12-12 ACCESS PANEL AS REQUIRED FOR AIR BALANCING(HARD CEILINGS ONLY) SPIN -IN FITTING WITH VOLUME CONTROL DAMPER -INSULATE SUPPLY DUCT FLEXIBLE 6 i ROUND RUN OUT AIR FLO �- DRAW BAND (STAINLESS STEEL OR APPROVED EQUAL IN RETURN AIR PLENUM) T`'FIC,4L ROUND DUCT CONNECTION N.T-5, 7TH.FLR. FIRE SPRINKLER MAIN LINE (TYP.) 0 I z - VERIFY DIM NSIONS WITH NOTE THAT ALL SUPPLY AIR GRILLES SHALL BE ALUMINUM WITH REAR ADJUSTABLE VERTICAL RIBS AND FRONT ADJUSTABLE HORIZONTAL RIBS. DRAIN LINE SHALL Bi= AT LEAST THE SAME SIZE AS THE NIPPLE ON THE AIR CONDITIONING UNIT FULL 61,ZE CLEAN OUT CAP (WITH 1/8" HOLE DRILLED THRU TOP: PITCHI=D DOL TOWARD DR> DEPTH OF SEAL SHALL BE A MINIMUM OF 1.5 TIMES PRESSURE: IN DRAIN PAN AIR CONDITIONER DRAIN PAN EASILY REMOVABLE CONNECTION (UNION) T`'f=IO,4L OONIDEN5ATE DRAIN TRAP N.T.S. ROOF 3116" - 1'4' UNIT B LIVING ............... ....... 1,984 SO. FT. BALCONY ................. 202 S O. FT. 00 m THE OWNER WILL BE PROVIDING CLOTHES DRYERS AS MANUFACTURED BY GENERAL CTURAL DR WINGS ELECTRIC CO. MODEL DPSB519EBWW/CC/WC. THESE UNITS ARE LISTED WITH EXTENDED BLOW DISTANCES, 1 ELBOW = 60 FEET, 2 ELBOWS = 45 FEET, 3 ELBOWS = 35 FEET AND 4 ELBOWS = 25 FEET. IN EACH CASE THE SYSTEMS DESIGNED FALL WITHIN THESE RANGES. CAP WITH 1/8" HOL 3/4" TEE AT START GOND. DRAIN TRAP 3/4" INSULATE COND. DRAIN AUX. DRAIN 4� IN THE CONDITIONED AREA AND SHALL BE 1" FIBERGLASS. SEE NOTES MAXIMUM SAG 1/2' PER FOOT OF 5UPPORT 5f=ACINa 1 FOUR TON AIR COOLED HEAT PUMP STRAP 1-1/2' MINIMUM ---= ------ ------- -FLEX DUCT I DUCT IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 13.410.1.ABCD.3.3,6 FLEXIBLE DUCT AND SUPPORT, FLEXIBLE DUCTS SHALL BE CONFIGURED AND SUPPORTED SO AS TO PREVENT THE USE OF EXCESS DUCT MATERIAL, PREVENT DUCT DISLOCATION OR DAIVI`AGE, AND PREVENT CONSTRICTION OF THE DUCT BELOW THE RATED DIAMETER IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: 1, DUCTS SHALL BE INSTALLED FULLY EXTENDED, THE TOTAL EXTENDED LENGTH OF DUCT MATE L SHALL NOT EXCEED 5 PERCENT OF THE MINIMUM REQUIRED LENGTH FOR THAT RU 2. NDS SHALL MAINTAIN A CENTER LINE RADIUS OF NOT LESS THAN ONE DUCT DIAMETER. TERMINAL DEVICES SHALL BE SUPPORTED INDEPENDENTLY OF THE FLEXIBLE DUCT. 4NE:CTION 4. HORIZOINTAL DUCT SHALL BE SUPPORTED AT INTERVALS NOT GREATER THAN 5 FEET, DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED 1/2 INCH PER FOOT OF LENGTH. SUPPORTS ALL BE PROVIDED WITHIN L5 FEET OF ENTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE / FITTINGS AND BENDS, CEILING JOISTS AND RIGID DUCT OR EQUIPMENT MAY BE CONSIDE1 TO BE ;SUPPORTS, 5. VERTICAL DUCT SHALL BE STABILIZED WITH SUPPORT STRAPS AT INTERVALS NOT GREATER THAT 6 FEET, 6. HANGER'S, SADDLES AND OTHER SUPPORTS SHALL MEET THE DUCT MANUFACTI.�RE"p�s- ' RECOMMENDATI❑NS AND SHALL BE OF SUFFICIENT WIDTH TO PREVENT RESTf ICT,I DF THE INTERNAL DUCT DIAMETER, IN NO CASE SHALL THE MATERIAL SUPP❑RTINCFLEXI$LE DUCT; „y THAT IS IN DIRECT CONTACT WITH IT BE LESS THAN 1-1/2 INCHES„r'�r'��{F� yo + r_:.. Cit 4 K� rt: FLEX DUCT 5 U f'�O T PERMITTEn FQk �, an FE N.T.S. R1rVIEWE TN ON Review o any ►ocal, state or fan does not author, n ederal axles, ordi"Olaon of nances ors tures 1. CONNECT OPP }OWER WIRE 7c VERTICAL AlfR k4ANE)LE E)ETAIL N.T.S- DRAWN GR Q 0 J LL J W Q z Q U U w Q Z 0 Q z W I— z ►_ i z 4224 Z %RELCO UNLIMITED >,Cri � Ln rV 4348 LONG LEAF DRIVE LL: w az o n s {LLJ`- MELBOURNE, FLORIDA 32940 Phone: (321) 242-0102 Q Fax: (321) 242-2030 DRAWN GR Q 0 J LL J W Q z Q U U w Q Z 0 Q z W I— z ►_ i z Z vN�O >,Cri � Ln rV t d E E LL: w az o n s {LLJ`- Cc Q DRAWN GR Q 0 J LL J W Q z Q U U w Q Z 0 Q z W I— z ►_ i I FIRE SPRINKLER FIRE SPRINKLER MAINS ARE MOUNTED AIN LINE (TYP.) TIGHT TO THE DECK, DUCTWORK TO RUN UNDER SPRINKLER PIPES. DUCTS MUST BE INSTALLED BEFORE WALL STUDS ARE INSTALLED. SUPPLY AIR RUN OUTS TO DIFFUSERS SHALL BE INSTALLED AFTER THE FRAMING AROUND THE DUCTSall FIRE HAS BEEN COMPLETED AND BEFORE THE a SHEETROCK IS INSTALLED. SPRINKLER a a SIDEWALL HEAD (TYP. ) WALL CEILING o GRILLE ALL RECTANGULAR DUCTWORK SHALL BE 1"RIGID FIBER GLASS, R4.5. TRANSFER TRANSFER GRILLES AS REQUIRED BY THE STANDARD MECHANICAL CODE, WALL GRILLE NO DUCT REQUIRED IN METAL STUD CONSTRUCTION. FOR WOOD CONSTRUCTION USE STANDARD 3 1/4"x12" GALVANIZED DUCT, FLOOR PROVIDE MINIMUM 12-12 ACCESS PANEL AS REQUIRED FOR AIR BALANCING(HARD CEILINGS ONLY) SPIN—IN FITTING WITH VOLUME CONTROL DAMPER—INSULATE SUPPLY DUCT FLEXIBLE d' ROUND RUN OUT _-J AIR FLO DRAW BAND (STAINLESS STEEL OR APPROVED EQUAL IN RETURN AIR PLENUM) T''FICAL IROUND DUCT CONNECTION N.T.5 7TH.FLR. i ROOF • .a VERIFY DIMENSIONS WITH ARCHITHCTURAL DRAWINGS NOTE THAT ALL SUPPLY AIR GRILLES SHALL BE ALUMINUM WITH REAR ADJUSTABLE VERTICAL RIBS AND FRONT ADJUSTABLE HORIZONTAL RIBS. DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON TUE AIR CONDITIONING UNIT FULL SIZE CLEAN OUT CAP (WITH 1/8" HOLE DRILLED THRU TOP) PITCHED DOl TOWARD DRZ DEPTH OF SEAL SHALL Bi= A MINIMUM OF 1.5 TIMES PRESSURE IN DRAIN PAN AIR CONDITIONER DRAIN PAN EASILY REMOVABLE CONNECTION (UNION) T''FICAL CONDEN&,ATE DfRAIN TfRAF= CAP WITH I/8" NOL 3/4" TEE AT START COND, DRAIN TRAP 3/4" INSULATE GOND_ DRAIN AUX. DRAIN 'OUR TON AIR :OGLED HEAT PUMP UNIT L A�(Fjort o (D 3/16" - 1'-0" m� UNDO UNIT A m vLn J N LIVING ............ 2,052 SO. FT. STRAP BALCONY....... 314 SO. FT. T MINIMUM THE OWNER WILL BE PROVIDING CLOTHES DRYERS AS MANUFACTURED BY GENERAL ELECTRIC CO. MODEL DPSB519EBWW/CC/WC. THESE UNITS ARE LISTED WITH EXTENDED BLOW DISTANCES, 1 ELBOW = 60 FEET, 2 ELBOWS = 45 FEET, 3 ELBOWS = 35 FEET AND 4 ELBOWS = 25 FEET. IN EACH CASE THE SYSTEMS DESIGNED FALL WITHIN THESE RANGES. I DUCT "INEECTION 4. CONNECT 'OWER WIRE VERTICAL AlfR HANDLER DETAIL N.T.S. N.T.S. SEE NOTES MAXIMUM SACS 1/2" PER FOOT OF SUPPORT SPACING 1 ----T1F _(�--- F-rzX ouCT - - IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 13.410.1•ABCD 3,3.6 FLEXIBLE DUCT AND SUPPORT, FLEXIBLE DUCTS SHALL BE CONFIGURED AND SUPPORTED SO AS TO PREVENT THE USE OF EXCESS DUCT MATERIAL, PREVENT DUCT DISLOCATION OR DAMAGE, AND PREVENT CONSTRICTION OF THE DUCT BELOW THE RATED DIAMETER IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS1 i• DUCTS SHALL BE INSTALLED FULLY EXTENDED, THE TOTAL EXTENDED LENGTH OF DUCT MATERIAL SHALL NOT EXCEED 5 PERCENT OF THE MINIMUM REQUIRED LENGTH FOR THAT RUN.. 2. BENDS SHALL MAINTAIN A CENTER LINE RADIUS OF NOT LESS THAN ONE DUCT DIAMETER. 3. TERMINAL DEVICES SHALL BE SUPPORTED INDEPENDENTLY OF THE FLEXIBLE DUCT, 4• HORIZONTAL DUCT SHALL BE SUPPORTED AT INTERVALS NOT GREATER THAN 5 FEET, DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED 1/2 INCH PER FOOT OF LENGTH, SUPPORTS SH --L BE PROVIDED WITHIN 1.5 FEET OF ENTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE FITTINGS AND BENDS, CEILING JOISTS AND RIGID DUCT OR EQUIPMENT MAY BE CONSIDER TO BE SUPPORTS, 5• VERTICAL DUCT SHALL BE STABILIZED WITH SUPPORT STRAPS AT INTERVALS NOT GREATER THAT 6 FEET, r' 6• HANGERS, SADDLES AND OTHER SUPPORTS SHALL MEET THE DUCT MANUFACTURERS RECUMMENDATI❑NS AND SHALL BE OF SUFFICIENT WIDTH TO PREVENT RESTRSTIN OF. THE INTERNAL DUCT DIAMETER• IN NO CASE SHALL THE MATERIAL SUPPORTING F'LExIBLE DUCT THAT IS IN DIRECT CONTACT WITH IT BE LESS THAN 1-1/2 INCHES., � 5 ply i< .s U J O fi PBRMI N-T.S. Pty pt"CaP� Can'vI fi; F. Vo F(}k C �LT7� C IO REVIEWE AAA 4q !�� �� Y Review of "'---•-..__�• ;� My Iocal an does not au > state or federal ccxtes ��� v1Olation of ' ordinances or statutes GPA® 4224 RRELCO UNLIMITED 4348 LONG LEAF DRIVE MELBOURNE, FLORIDA 32940 Phone: (321) 242-0102 Fax: (321) 242-2030 m L z o (D m� UNDO �0 m vLn J N � o W Q 0-1 sLU Z Q U m Q U 0 W v Q >w m L D 0 ZJ V. m DRAWN GR L D 0 ZJ V. � J N � o W Q D 5 D Z Z Q U m o W a U 0 W v N � >w W 1 14 LL WW AA Z U D Q - rQ J Vi o LU Q -� Q� z W m DRAWN GR ROOF PLAN HP14-*-- PANEL "H FED VERTICALLY FROM BELOW CLOSET FED VERTICALLY FROM BELOW UNIT A UNIT B FED VERTICALLY) FED VERTICALLY i FROM BELOW FROM BELOW if FED VERTICALLY FROM BELOW UNIT A FED VERTICALLY FED VERTICALLY i FROM BELOW FROM BELOW FED VERTICALLY FROM BELOW DRIVE-THRU ROOF 7 SECOND THRU FIFTH FLOOR PLAN UNIT A FIRST FLOOR PLAN UNIT B NOTE THAT THE FIRE ALARM SYSTEM AND THE SECURITY SYSTEM SHALL BE DESIGNED AND INSTALLED BY CONTRACTORS LICENSED IN THOSE FIELDS. THE ELECTRICAL CONTRACTOR SHALL MAKE AVAILABLE THE CONNECTIONS REQUIRED TO POWER THE SYSTEMS. UNIT A FED VERTICALL i FROM BELOW :D VERTICALLY FROM BELOW K CLOSET FED VERTICALLY ROM BELOW SWIMMING POOL EQUIPMENT. SEE CIVIL SITE PLAN H P 38, 40, 42 )R FEED FOR RE PUMP SEEr` kIN ELECTRICAL SER DIA6'RAM. city of Cape Canaveral PERNED FOR R CONS UC'TION PFS _2_1 REVIEWS Review of Plan does not autho- any local, state or federal Cotes ordir",o of ces or statutes Opp: DRAWN MB m z 4224 006,E e m ��o Q � � Z Z Q U r/� E E N � }=D-cU-iQ=�mm N,RELCO UNLIMITED s a� � of N F 4348 LONG LEAF DRIVE Q m MELBOURNE, FLORIDA 32940 () � 0 a Phone: (321) 242-0102 Vi Fox: (321) 242-2030 DRAWN MB m z 006,E e m ��o Q � � Z Z Q U r/� E E N � }=D-cU-iQ=�mm 0 I- s a� � of N F W i Q m DRAWN MB m J UL J e oW Q � DRAWN MB Z J UL J Z oW Q � � Z Z Q U m } o/' W Q 0 I- W v I U N F W i U. W m ui z () � 0 a Vi o W Q � Q� z W DRAWN MB 32'— 6" 1'—B'. 9'-0" L 3'-4" N I in 1'-6" '-6„ 4'-0" FLOOR PLAN 99'-6" 00 20'-0" 20'-0" 20'-0" 12'-0" 20'-0" z 0 I 1 HOUR FIRE—RATED I O N 1 9/0 X 7/0 O.H.D. UNLIMITED WALL BETWEEN 1'—B'. 9'-0" L 3'-4" N I in 1'-6" '-6„ 4'-0" FLOOR PLAN 99'-6" 00 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" z RE 1 HOUR FIRE—RATED In � N�U�vu—O� 1 [P74348L❑NG UNLIMITED WALL BETWEEN cII O (.6 s LLJ DOOR LEAF DRIVE GARAGES iU 0 IrC OPENER RNE, FLORIDA 32940 Ldi Phone (321) 242-0102 I I I I WITH 0 N LIGHT LUa (TYP.) i I I I 16/0 X 7/0 O.H.D. 16/0 X 7/0 OHH,D. 16/0 X 7/0 O.H.D. 16/0 X 7/0 O.H.D. 16/0 X 7/0 O.H.D. 16'-0" 4'-0" 16'-0" 4'-0" 16'-0" 4'-0" FLOOR PLAN 16'-0" "_cr�._ 16'-0" 2'-0" 'v N iii f y f i ti f City of Cape P Canaveral PERMITTED FOR C PF —N ION REVIEWS No, Review any Rlocal s P an does not authon state at ccxf Or federal Ze violation of es, ordinances or statutes CD yl. z J 4224 1 z RE LL In � N�U�vu—O� 1 [P74348L❑NG UNLIMITED W tz/ cII O (.6 s LLJ N a1 LEAF DRIVE iU 0 IrC 0 RNE, FLORIDA 32940 Ldi Phone (321) 242-0102 Fax: (321) 242-2030 CD yl. z J � 1 z m vC\J cc LL In � N�U�vu—O� 1 SG W tz/ cII O (.6 s LLJ N a1 0 iU 0 IrC 0 Q DRAWN GR yl. 16 1 LL DRAWN GR 16 1 LL 1 Uj J z 0 0 iU 0 UJ 0 Ldi U. Uj LUa i DRAWN GR ELECTRICAL SPECIFICATIONS — GENERAL 1. The electrical drawings are diagrammatical and are not to be scaled. Refer to architectural plans and elevations for exact locations of equipment and confirm with the architect or engineer or owners representative. 2. These plans do not show every detail of construction. The electrical contractor (E.C.) is expected to thoroughly review the plans and requirements of the systems and provide all items necessary for a complete and operational electric system in conformance with the plans, specifications, diagrams, the National Electric Code (NEC) and all other applicable codes, regulations and intended usage all subject to the acceptance of the A/E, 3. The E.C. shall provide all lighting and power circuits, route circuits to suit job conditions and furnish and install lighting fixtures and lamps as shown on the plans or as otherwise approved by the A/E. 4. Unless otherwise stated, wire and conduit sizes shown are for copper, THW or THWN insulated conductors. THHN insulation may be used in dry locations. 5. Unless otherwise stated, underground conduits may be either GRC or schedule 40 PVC installed in compliance with governing codes. 6. Outlet boxes shall be pressed steel in dry locations and cast alloy with threaded hubs in damp or wet locations. 7. Disconnect and/or safety switches shall be provided for all equipment where required by code. Motor safety switches shall be horsepower rated, quick make and break, All switches shall be of the size and type indicated on the plans or as required for size and location of equipment actually installed. 8. Unless otherwise stated, motor starters are to have overload relays in all hot legs and sized for equipment installed. 9. All work is to be done by skilled craftsmen, in a workmanlike manner representative of the trade and standard in the industry. 10. Load data and system sizing is based on the best information available at the time of design. Verify equipment lacations and electrical requirements before ordering materials and devices. Route circuits by best method to suit job conditions. Provide pull boxes as may be necessary to facilitate installation. The amperage loading on all ungrounded phases in all panels and panelboards shall be balanced equally within 5% after all circuits are installed. 11. The electrical systems and all equipment and devices shall be completely and effectively grounded no less than required by the NEC and as detailed on the plans. All circuits are to have a separate grounding conductor sized per NEC. Ground fault protected outlets and circuits shall be installed as required by NEC and as shown on the drawings. Provide a main grounding electrode with a maximum of 5 ohms resistance. 12. The electrical installations shall conform to the specifications and requirements of the power company, telephone company and the cable company having jurisdiction. Verify all metering requirements with the power company before submitting bid. 13. All work shall be coordinated with other trades to avoid interference with construction progress. 14. All material and devices shall be new and display the U.L. approval where applicable. 15. All fire wall penetrations shall be made in an approved manner using approved fire stop materials to maintain the required fire rating. 16. All material and workmanship shall be guaranteed to be free from defects for not less than one year from date of acceptance. Correction of any defects shall be made without additional charge. 17. When shop drawings are required by the A/E (5 copies), shall be submitted by the E.C. on all major systems, lighting fixtures and devices and shall receive A/E approval in writing before ordering equipment. 18. Symmetrical amps interrupting capacity (AIC) of circuit breakers, fuses and switchgear shall be no less than stated on the plans. The required ratings may be obtained via UL approved series ratings or current limiting devices subject to the engineer's approval. 19. Where recessed and/or surface mounted light fixtures are installed in or on an insulated ceiling, the fixtures shall be rated for such usage or shall be provided with an approved air space around the fixture for cooling per NEC. 20. If in the opinion of the E.C. any system or device is unsuitable to perform the intended function or is in other ways an improper application the some shall be brought to the attention of the A/E before ordering or installing. 21. Any wall penetrations thru bearing walls are to be made above or below preplanned doorways per approval of the structural engineer. 22. Conduits are not to penetrate grade beams and shall be routed above or below as necessary per approval of the structural engineer. METER VI HP -20 FIRE PUMP 2"PVC CONDUIT WITH I (4)# 3/0 THWN COPPER 3' PVC CONDUITS WITH (4) 0 500 MCM THWN COPPER (3) 3' PVC CONDUITS WITH 7'4) 0 300 MCM THWN COPPERS 5UIDLING ELECTRICAL RISER NOT TO SCALE METALLIC L a D 0 WATER LINE � C7 ALL RlNOUTS TO EACH CONDO O O J0 03/0 CU. ------------------------ ARE (3) N 3/0 THHN COPPER QJ� W Q IN 2' EMT. PS OVIDE TREMCO OR --------------------------- X G U_ APPROVED 140JAL FIDE STOPPING AT ALL Z --------- -- METER O , - ------ O MXIN SHUNT SEE PANELL_J ® CIRCUIT TRIP SCHEDULE Z O O 13REAKE BUTTON FpR WIRE AND owe iA SHUNT BREAKER SIXES UJQ Q EC -33 TRIP z W (� (� MAIN 3 POLE 200 AMP NEMA 1 FUSED DISC. SW. MINIMUM NEIGPT AS REQUIRED SY THE UTILITY CO. 03/0 CU. 3/4' OD. BY 20-01 LONG COPPER CLAD STEEL GROUND ROD. NOT TO SCALE SQUARE -E E WITH FOUR Iw MAIN CRO84 THREE PHAI AMP TWO Pc 00 OUTPUT TO ° 8EE SF n n LOAD 214428 BRANCH DEVICES ETERB/ESREAKERS HIGH. IBUS RATED AT 1200 AMPS. SE CROSS MAINS AND lis )LE BREAKERS 6114GLE PHASE ENANT SPACES. BEET E-4 FOR ,IMh1ARIES. ARE -D EZM32MMIP14 AIN CIRCUIT BREAKER ENCLOSURE WITH THREE: POLE 800 AMP MAIN (SHUNT -TRIP) CIRCUIT BREAKER WITH 65"0 RMS SYMMETRICAL SHORT CIRCUIT CURRENT RATINGS. 120/208 VOLT THREE PHASE SERVICE. rf �� r. City of Ca F. ,t . PERMITTED FOR CCanaveral k REVtEWE 0, C ON Review of Y local an does not , state or federal ccx/es�o anceso tstatutes ppi 14!�0 Ak 4224 MU ELCDNLIMITED 4348 LONG LEAF DRIVE MELBOURNE, FLORIDA 32940 Phone: (321) 242-0102 Fax: (321) 242-2030 z L a D 0 o�m � C7 ALL RlNOUTS TO EACH CONDO O O J0 em J ARE (3) N 3/0 THHN COPPER QJ� W Q IN 2' EMT. PS OVIDE TREMCO OR LLJC5 X G U_ APPROVED 140JAL FIDE STOPPING AT ALL Z U W PENSMATICHS OF RATED WALLS/ FLOORS. ARE -D EZM32MMIP14 AIN CIRCUIT BREAKER ENCLOSURE WITH THREE: POLE 800 AMP MAIN (SHUNT -TRIP) CIRCUIT BREAKER WITH 65"0 RMS SYMMETRICAL SHORT CIRCUIT CURRENT RATINGS. 120/208 VOLT THREE PHASE SERVICE. rf �� r. City of Ca F. ,t . PERMITTED FOR CCanaveral k REVtEWE 0, C ON Review of Y local an does not , state or federal ccx/es�o anceso tstatutes ppi 14!�0 Ak 4224 MU ELCDNLIMITED 4348 LONG LEAF DRIVE MELBOURNE, FLORIDA 32940 Phone: (321) 242-0102 Fax: (321) 242-2030 z L a D o�m m� �OU �m—0 em J W Q Z 0 LLJC5 X G U_ � Z U W mAmok 0 W U DRAWN GR CHECKED L a D 0 Z -J em J W Q Z 0 � Q � Z U W mAmok 0 W U 0 W LL WW Z V D a iA 0 UJQ '� QC� z W DRAWN GR CHECKED UNIT 'B" ELECTIRCAL LOAD SUMMARY GENERAL LIGHTING AND RECEPTACLES, 1,984 SOFT. X 3 VA = 5,952 SMALL APPLIANCE LOAD, 2 X 1500 VA = 3,000 LAUNDRY, I X 1500 VA = 1,500 5UB-TOTAL = 10,452 FIRST 3000 VA OR LE55 AT 100% = 3,000 FROM 3001 VA TO 120,000 VA AT 35% = 2,608 REMAINDER OVER 120,OOOVA AT 250 - ------ 5UB-TOTAL PUMP AIR CONDITIONING - ------ HEAT = 1,500 LARGEST LOAD Conduits: RANGE TRIP DRYER SIZE ALL OTHER APPLIANCES SIZE REFRIGERATOR = 1,200 = 1,200 VA MICROWAVE = 1,200 = 1,200 VA WATER HEATER = 4,500 vA = 4,500 VA DISHWASHER = 1,200 VA = 1,200 VA DISPOSAL = 1,200 VA = 1,200 VA PUMP - 2,200 VA - ------ ----- COMPACTOR = 1,200 VA - COMPACTOR ------ SUB TOTAL = 9,300 vA IF 4 OR MORE AT 150 .a: 0,915 TOTAL LOAD = 32, 83 32,583 WATTS = 151 AMPS 208 VOLTS PANEL "B" 120/208 VOLT SINGLE PHASE, 3 WIRE, SN, 225 AMP MAINS CKT. SERVING BREAKER = 1,200 WIRE 0 A B WIRE IBREAKER Exterior mounted equipment shall be liquid tight. All work shall be grounded in accordance wiith the methods set forth in the N.E.C. = 1,200 VA SERVING CKT. D15POS,AL Electrical Contractor is to verify actual air conditioning units to be used and size wire accordiingly. = 1,200 VA PUMP - 2,200 VA Fire Pump: COMPACTOR Fire pump is anticipated to be diesel powered and shall be sized by the fire protection contractor. - ------ Conduits: POLEI TRIP NO. SIZE 350 MCM 6 SIZE N0. I TRIP POLE Flexible metal conduit shall be used only for final connections and must be liquid tight in exterior locations. 1 LIGHTS - RECEPTACLES 1 20 2 12 100-- low 12 2 120 possible. Exposed conduits shall be run parallel or at right angles to the lines of the building. 1 LIGHTS - RECEPTACLE 2 3 HTS - RECEPTACLE5 1 20 2 12 540 ,20) 12 2 20 1 LIGHTS - RECEPTACLE 4 5 IGHTS - RECEPTACLES] 20 20 2 12 900 540 12 12 2 20 I LIGHTS - RECEPTACLE 6 7 IGHTS - RECEPTACLE5 1 20 2 12 'BOO 12 2 20 I LIGHTS - RECEPTACLE 8 9 IGHTS - REGEPTAGLES 1 20 2 12 9mm 9mm 12 2 20 I LIGHTS - RECEPTACLE 10 11 L IGHTS - RECEPTACLE5 1 20 2 12 9mm 18 19 ENTRANCE LIGHTS` 1 12 1 3 1 20 2 12 20 emm RECEPTACLES 20 21 I 14 15 1 12 92050 12 2 , 12 2 20 1 APPLIANCE 16 17 MICROWAVE 1-2-0 12 2 ID 9001500 12 2 20 1 APPLIANCE 18 19 DISPOSAL 1-2-0 20 2 12 5mm 54CZ 12 2 20 1 REFRIGERATOR 20 21 DISHWASHER 1 20 2 12 5005 12 2 20 1 CLOTHES WASHER 22 23 WATER HEATER 2 30 2 10 2250 ' 10 2 30 2 24 CLOTHES DRYER 26 21 DISHWASHER 2250 25 2 12 Smm15 759000 12 1500 20 1 CLOTHES WASHER 22 23 WATER NEATER 2 27 2 lm 20 2250 15 10 4mmm 30 2 24 CLOTHES DRYER 26 2250 28 25 AIR HANDLING UNIT 2 40 2 a 400 6 2 5,012RANGE 30 274mmm 4000 29 1000 42 41 4mm 1 4m 28 AIR HANDLING UNIT 2 40 2 8 ro 2 50 2100 RANGE 30 4mmm 29 32 31 CONDENSING UNIT 2 50 2 r 31 2100 2100 34 33 32 CONDENSING UNIT 2 50 2 (o 2100 34 33 36 35 37 36 35 38 39 37 40 38 39 42 41 18550 18130 CONNECTED WATTS PROVIDE INTERMATIC HARDWIRED CONNECTED AMPS. SURGE PROTECTION DEVICES, 154 151 "EH SERIES" ON EACH BRANCH SEE LOAD SUMMARY PANEL IN EACH CONDO. Electrical: The scope of the work consists of furnishing and installing a complete electrical system including any incidental accessories necessary to make the work complete in all respects and ready for operation, even if not particularly shown or specified, without additional cost to the owner. = 1,200 VA All drawings and specifications are a part of the conditions for electrical work and exact routings of raceways and locations of outlets and = 1,200 equipment shall be governed by these conditions. WATER HEATER Codes and Standards: All work shall be in compliance with the National Electric Code, F.P.L. regulations, and specific local ordinances. All material shall be U.L. labeled. Exterior mounted equipment shall be liquid tight. All work shall be grounded in accordance wiith the methods set forth in the N.E.C. = 1,200 VA Air Conditioning: D15POS,AL Electrical Contractor is to verify actual air conditioning units to be used and size wire accordiingly. = 1,200 VA PUMP - 2,200 VA Fire Pump: COMPACTOR Fire pump is anticipated to be diesel powered and shall be sized by the fire protection contractor. - ------ Conduits: SUB TOTAL = 9,300 VA Materials: SIZE Electrical metallic tubing or rigid nonmetallic tubing shall be used in all interior locations.c 350 MCM 6 SIZE NO. P.V.C. Schedule 40 shall be used underground and under slabs on grade up to first electrical device. �k Flexible metal conduit shall be used only for final connections and must be liquid tight in exterior locations. 1 LIGHTS - RECEPTACLES All conduit shall be concealed unless specifically noted otherwise or approved in writing by the architect and/or the engineer. 20 Installation: 12 Conduit shall be of ample size to permit the ready insertion and withdrawal of conductors without abrasion. 20 All joints shall be cut square, reamed smooth, and drawn tight. Concealed conduits shall be run in as direct a manner and with as long a bend as possible. Exposed conduits shall be run parallel or at right angles to the lines of the building. 1 All bends shall have a radius not less than as required by N.E.C, or shall be made up of screw jointed conduit fittings. Not much more than four quarter bends shall be used in any run between terminals and cabinets, or between outlets wind junction or pull boxes. Conduits shall be continuous from device to device and shall be secured at all boxes in such a manner that each system is electrically continuos throughout. 12 UNIT 'A" ELECTIRCAL LOAD SUMMARY GENERAL LIGHTING AND RECEPTACLE5, 2,052 5Q.FT, X 3 VA = 6,156 SMALL APPLIANCE LOAD, 2 X 1500 VA = 3,000 LAUNDRY, 1 X 1500 vA = 1,500 SUB -TOTAL = 10,65(o FIRST 3000 VA OR LE55 AT 100% = 3,000 FROM 3001 VA TO 120,000 VA AT 35% = 2,679 REMAINDER OVER 120,000VA AT 25% - - - - - - - 5UB-TOTAL AIR CONDITIONING = ------ HEAT = 1,500 LARGEST LOAD RANGE DRYER ALL OTHER APPLIANCE5 REFRIGERATOR = 1,200 = 1,200 VA MICROWAVE = 1,200 = 1,200 VA WATER HEATER = 4,500 VA = 4,500 VA DISHWASHER = 1,200 VA = 1,200 VA D15POS,AL = 1,200 VA = 1,200 VA PUMP - 2,200 VA - COMPACTOR = 1,200 VA - ------ POLE SUB TOTAL = 9,300 VA NO. SIZE IF 4 OR MORE AT 150 0,915 TOTAL LOAD = 32,054 32,654 WATTS = 151 AMPS 208 VOLTS PANEL >,A,> 120/208 VOLT SINGLE PHASE, 3 WIRE, SN, 225 AMP MAINS CKT. SERVING BREAKER BREAKER WIRE A , B WIRE LL BREAKER V O m SERVING CKT. CKT. POLE TRIP N0. SIZE SIZE N0. TRIP POLE POLE TRIP NO. SIZE 3 3 350 MCM 6 SIZE NO. TRIP POLE 1 1 LIGHTS - RECEPTACLES 1 20 2 12 10)em10� 20 12 2 20 1 LIGHTS - RECEPTACLES 2 3 LIGHTS - RECEPTACLES 1 20 2 12 6 8 540) 120 12 2 20 1 LIGHTS - RECEPTACLE 4 5 LIGHTS - RECEPTAGLES 1 20 2 12 900 540 1 12 2 20 1 LIGHTS - RECEPTACLE 6 7 LIGHTS - RECEPTACLES 1 20 2 12 12 Soo 10e0) 12 2 20 1 LIGHTS - RECEPTACLE 8 9 LIGHTS - RECEPTACLES 1 20 2 12 90)0 16 12 2 20 1 LIGHTS - RECEPTACLE 10 1150 12 2 20 1 RECEPTACLES 18 19 ENTRANCE LIGHTS` 1 20 11 1GHT5 - REGEPTAGLES 1 20 2 12 20 emm RECEPTACLES 20 21 1 12 13 1 12 92050 12 2 20 1 LIGHTS -RECEPTACLES 22 1 14 1 1 2 12 ><900 12 2 20 1 APPLIANCE 16 15 GARAGE LIGHTING 1 20 2 12 15 27 STAIRWAY LIGHTING 1 20 2 17 MICROWAVE 1 20 2 12 9001500 12 2 20 1 APPLIANCE 18 19 D15POSAL 1 20 2 12 31 1500 54 12 2 20 1 REFRIGERATOR 20 21 DISHWASHER 1 20 2 12 Smm15 759000 12 2 20 1 CLOTHES WASHER 22 23 WATER NEATER 2 30 2 lm 20 2250 15 10 2 30 2 24 CLOTHES DRYER 26 2250 2 25 640000 8 4 40 1500 SWIMMING POOL EQUIP. 38 40 39 1 274mmm 1000 42 41 4mm 1 28 AIR HANDLING UNIT 2 40 2 8 ro 2 50 2 RANGE 30 4mmm 29 4001 31 2100 32 CONDENSING UNIT 2 50 2 (o 2100 34 33 36 35 37 38 39 40 42 41 18550 18130 CONNECTED WATTS PROVIDE INTERMATIC HARDWIRED CONNECTED AMPS. SURGE PROTECTION DEVICES, 154 151 1 "EH SERIES" ON EACH BRANCH SEE LOAD SUMMARY PANEL IN EACH CONDO. PANEL "HP" 120/208 VOLT THREE PHASE, 4 WIRE, SN, 400 AMP MAIN BREAKER(SNUNT TRIP) CKT. SERVING BREAKER MNk WIRE O `� �B �C WIRE LL BREAKER V O m SERVING CKT. POLE TRIP N0. SIZE SIZE N0. TRIP POLE 1 ELEVATOR DOMESTIC WATER PUMP3 3 300 60 3 3 350 MCM 6 720 12 2 20 1 PARKING LOT LIGHTS 2 3 go 12 2 20 1 PARKING LOT LIGHTS 4 5 14500 20 600 12 12 2 2 20 20 1 1 PARKING LOT LIGHTS TELEVISION 6 8 9 20202 12 2 20 1 TELEPHONE 10 2020 12 2 20 1 FIRE ALARM 12 11 13 500 12 2 20 1 SECURITY 14 15 1150 >< 12 2 20 1 LIGHTS -RECEPTACLES 16 17 1150 12 2 20 1 RECEPTACLES 18 19 ENTRANCE LIGHTS` 1 20 2 1000>< >< 12 2 20 1 RECEPTACLES 20 21 ELECT. BASEBOARD 1 20 2 12 92050 12 2 20 1 LIGHTS -RECEPTACLES 22 23 GARAGE LIGHTING 1 20 2 12 ><900 24 26 25 GARAGE LIGHTING 1 20 2 12 900 27 STAIRWAY LIGHTING 1 20 2 12 1200 28 30 29 STAIRWAY LIGHTING 1 20 2 12 1200 32 31 BALCONY LIGHTING 1 20 2 12 750 33 BALCONY LIGHTING 1 20 2 12 759000 10 2 30 2 ELEVATOR ROOM CONDITIONER 34 36 35 BALCONY LIGHTING 1 20 2 12 759000AIR 37 BALCONY LIGHTING 1 20 2 12 640000 8 4 40 3 SWIMMING POOL EQUIP. 38 40 39 1 1000 42 41 1 100 �k SWITCHED BY TIME CLOCK gk�k CONSTANT ON CIRCUIT 22630252202438C WATTS AMPS 188 210 203 CONDOMINIUM MAIN SERVICE FEEDER CALCULATION (10) 'A" UNITS AT 32,654 VA =326,540 VA (5) "B" UNIT5 AT 32,533 VA =162,665 VA (15) UNITS TOTAL =489,205 VA PER NEC (220-32) X 0.40 195,682 VA CONDOMINIUM TOTAL = 195,682 VA DIVIDED BY 1208 v) (1.73) = 543.80 AMPS. 4/.' PU- HOIJ5E PANEL TOTAL CONNECTED LOAD = 10 ' -,.YA 10,680 vA _ 196 p1P f} f (208 V) (1,13) y r, et WITH A 300 KVA PAD MOUNTED TRANSFORMER AT 208 VOLTS THREE PHASE SECONDARY, 5% IMPEDANCE, AND A 500,000 AMPERE MAXIMUM SHORT CIRCUIT AVAILABLE FROM THE PRIMARY, THE RMS SYMMETRICAL SHORT CIRCUIT AMPS FOR THE TRANSFORMER ALONE IS 16,500 AMPER WITH 50% MOTOR CONTRIBUTION THE COMBINED RMS SYMMETRICAL SHORT��C1 CIRCUIT AMPS IS 18,200 AMPERES. THE MAIN BREAKER ON THE SYSTEM IS RATED AT 65,0%&10Mape Canaveral THE BRANCH METERS AND CIRCUIT BREAKERS FORFTREFl1i`lMbI i`�s ►TION ARE RATED AT 22,000 RMS SYMMETRICAL AMPEREi) . t 1 REVIEW Review of this plan does not authorize violation of any local, state or federal codes, ordinances or statutes 4224 RELC❑ L D UNLIMITED 4348 LONG LEAF DRIVE MELBOURNE, FLORIDA 32940 Phone: (321) 242-0102 Fax: (321) 242-2030 DRAWN GR CHECKED G z MNk 0 z M � C\1,000 LL V O m v LL � !Z �5N�' tl' LU CZ Z Q �u- m U W m o a U Q W � DRAWN GR CHECKED G 0 MNk 0 ZJ LL o G J � �i o W Q Z Q Q Z U W m o a U 0 W � W 1 LL M W > W Z V � p a � Q V� 0 WQ -� Q0� z W Z T DRAWN GR CHECKED UNIT °B" ELECTIRCAL LOAD SUMMARY GENERAL LIGHTING AND RECEPTACLES, 1,984 50.FT. X 3 vA SMALL APPLIANCE LOAD, 2 X 1500 VA LAUNDRY, I X 1500 VA = 3,000 1,500 FIRST 3000 vA OR LE55 AT 100% SUB -TOTAL - 10,452 FROM 3001 VA TO 120,000 VA AT 359, 3'000 2,608 REMAINDER OVER 120,OOOVA AT 25% AIR CONDITIONING SUBTOTAL - -- HEAT - ------ LARGEST LOAD RANGE DRYER ALL OTHER APPLIANCES REFRIGERATOR MICROWAVE WATER HEATER DISHWASHER DISPOSAL PUMP COMPACTOR Electrical: The scope of the work consists of furnishing and installing a complete electrical system including any incidental accessories work complete in all respects and ready for operation, even if not particularly shown or specified, wit cout additional tnecessary to make the cost to the owner. All drawings and specifications are a part of the conditions for electrical work and exact routings of raceways an equipment shall be governed by these conditions, y d locations of outlets and Codes and Standards: All work shall be in compliance with the National Electric Code, F.P.L. regulations, and specific local ordinances. All material shall be U.L. labeled. Exterior mounted equipment shall be liquid tight. All work shall be grounded in accordance with the methods set forth in the N,E.C. Air Conditioning: Electrical Contractor is to verify actual air conditioning units to be used and size wire accordingly. Fire Pump: Fire pump is anticipated to be diesel powered and shall be sized by the fire protection contractor. Conduits: Materials: Electrical metallic tubing or rigid nonmetallic tubing shall be used in all interior locations. ** P.V.C. Schedule 40 shall be used underground and under slabs on grade up to first electrical device. �k Flexible metal conduit shall be used only for final connections and must be liquid tight in exterior locations. All conduit shall be concealed unless specifically noted otherwise or approved in writing by the architect and/or the e engineer. Installation: Conduit shall be of ample size to permit the ready insertion and withdrawal of conductors without abrasion. All joints shall be cut square, reamed smooth, and drawn tight. Concealed conduits shall bye run in as direct a m possible. Exposed conduits shall be run parallel or at right angles to the lines of the buildiing. anner and with as long a bend as All bends shall have a radius not less than as required by N.E.C. or shall be made up of screw jointed conduit fittings, quarter bends shall be used in any run between terminals and cabinets, or between outlets and junction or pull boxes. Not much more than four from device to device and shall be secured at all boxes in such a manner that each system is electrical) continuos Conduits shall be continuous Y throughout. �r o - 1,200 - 1,200 VA = 1,200 - 1,200 VA - 4,500 VA = 4,500 VA = 1,200 VA = 1,200 VA - 1,200 VA = 1,200 VA - 2,200 VA ------ 1,200 VA - ------ SUB TOTAL - 9,300 VA M omN IF 4 OR MORE AT 15% 6,915 TOTAL LOAD = 32,583 32,563 WATTS = 151 AMPS 208 VOLTS UNIT "A" ELECTIRCAL LOAD SUMMARY GENERAL LIGHTING AND RECEPTACLES, 2,052 5Q.FT, X 3 VA SMALL APPLIANCE LOAD, 2 X 1500 VA = 6156 LAUNDRY, I X 1500 VA = 3,000 = 1,500 FIRST 3000 VA OR LE55 AT 1009, 5U5 -TOTAL = 10,656 FROM 3001 VA TO 120,000 VA AT 35% = 3 000 REMAINDER OVER 120,OOOVA AT 25% = 2,679 AIR CONDITIONING SUB -TOTAL -----_ HEAT - ------ LARGEST LOAD RANGE DRYER ALL OTHER APPLIANCES REFRIGERATOR MICROWAVE WATER HEATER DISHWASHER D ISPOSAL PUMP COMPACTOR 5,619 = 1,200 - 1,200 VA - 11200 - 1,200 VA = 4,500 VA = 4,500 VA - 1,200 VA - 1,200 VA = 1,200 VA - 11200 VA - 2,200 VA - ------ 1,200 VA - ------ SUB TOTAL - 9,300 VA - 6,915 M omN IF 4 OR MORE AT 15% TOTAL. LOAD = 32,(o54 32,654 WATTS = 151 AMPS 208 VOLTS CONDOMINIUM MAIN SERVICE 1= DER CALCULATION (10) 'A" UNITS AT 32,654 VA -326,540 VA (5) "B" UNITS AT 32,533 VA -162,665 vA (15) UNITS TOTAL PER NEC (220-32) :409,205 vA X 0.40 195,682 VA CONDOMINIUM TOTAL - 195,682 VA DIVIDED BY (205 V) (1,13) = 543,80 AMPS, HOUSE PANEL TOTAL CONNECTED LOAD = 106W.Yq 10,680 VA (208 V) (1.13) v , WITH A 300 KVA PAD MOUNTED TRANSFORMER AT 208 VOLTS THREE }� PHASE SECONDARY, 5% IMPEDANCE, AND A 500,000 AMPERE MAXIMUM SHORT CIRCUIT AVAILABLE FROM THE PRIMARY, THE RMS SYMMETRICAL SHORT CIRCUIT AMPS FOR THE TRANSFORMER ALONE IS 16,500 AMPER WITH 50% MOTOR CONTRIBUTION THE COMBINED RMS SYMMETRICAL SHORT�YC% CIRCUIT AMPS IS 18,200 AMPERES, THE MAIN BREAKER ON THE SYSTEM IS RATED AT 65,00 �itp4P a Syy n, OA THE BRANCH METERS AND CIRCUIT BREAKERS FORPTiLGII1iT' ape In, ARE RATED AT 22,000 RMS SYMMETRICAL AMPERES . � �` S TION REVI WE a Review of ttus Pian does not authorize violation of �Y local, state or federal codes, ordinances or statutes 4224 RELC❑ UNLIMITED 4348 LONG LEAF DRIVE MELBOURNE, FLORIDA 32940 Phone: (321) 242-0102 Fox: (321) 242-2030 c.� Qz U (V O O � LU 4/ E �cV u_ -2� wtv M omN CO Q _Z 5 _J 3 Q� W o = t W W Z Q DRAWN GR CHECKED WEB DATE 09-24-01 SCALE AS SHOWN JOB N0. 21006 SHEET F 5 SHE ELECTRICAL LEGEND �D DISPOSAL JUNCTION BOX ® SMOKE DETECTOR DUPLEX RECEPTACLE ((p SWITCHED) 240 VOLT RECEPTACLE WP WEATHER PROOF GFI GROUND FAULT INTERUPTING FS SWITCH [D DIMMER TV TELEVISION OUTLET TELEPHONE OUTLET A' WALL SCONCE (1) 75 W. A19 LAMP g O (1) 75 W. PAR 30 HALOGEN SPOT. RECESSED INCANDESCENT WET AREA APPROVED C�i (1) 75 W. A19 LAMP D OVER THE MIRROR INCANDESCENT (3) 75 W. G -LAMPS E EXIT LIGHT WITH EMERGENCY BATTERY BACKUP. CHAIN MOUNTED DECORATIVE LIGHT F SELECTED BY THE ARCHITECT AND INSTALLED BY THE ELECT. CONTRACTOR. WALL MOUNTED DECORATIVE FIXTURE G6 SELECTED BY THE ARCHITECT AND INSTALLED BY THE ELECT. CONTRACTOR. H {�SURFACE MOUNTED DECORATIVE FIXTURE SELECTED BY THE ARCHITECT AND INSTALLED BY THE ELECT. CONTRACTOR. WALL SURFACE MOUNTED FLUORESCENT FIXTURE J WITH (2)T-8, 32 WATT LAMPS, ELECTRONIC BALLAST WITH BATTERY BACKUP AND WRAPAROUND LENS. SURFACE MOUNTED FLUORESCENT WRAPAROUND FIXTURE K o WITH (2)T-8, 32 WATT LAMPS AND ELECTRONIC BALLAST. 41 M � EMERGENCY LIGHT WITH TWO 9 WATT 12 VOLT u LAMPS. NOTE THAT ALL SWITCHES AND RECEPTACLES AND GROUND FAULT RECEPTACLES SHALL BE LEVITON DECORA TYPE(SQUARE FACED). UNIT A�(South' UNIT A LIVING ............ 2,052 SO. FT. BALCONY....... 314 SO. FT. r� City of Cape Canaveral �-44 PERMITTED FOR C N PFRMI o. - ION REVIEWED Review of dus p an d - C , Q ! local' OrS not authc state or federal codes, ordinancesodo statutes P,, PROVIDE ARC -FAULT CIRCUIT PROTECTION ON ALL BEDROOM RECEPTACLES AS REQUIRED BY NATIONAL ELECTRICAL CODE 210-12. 4224 RELCO =3 r� City of Cape Canaveral �-44 PERMITTED FOR C N PFRMI o. - ION REVIEWED Review of dus p an d - C , Q ! local' OrS not authc state or federal codes, ordinancesodo statutes P,, V' 4224 RELCO =3 pco �� UNLIMITED 0 uj0� (3 Qi uj LL 00 Jo a� U WL? LU 4348 L❑NG LEAF DRIVE �L rV B L — ll- w oC U �¢_ MELBOURNE, FLORIDA 32940 s u_j = U Phone: (321) 242-0102 oC Q Fax: (321) 242-2030 V' =3 pco �� 0 uj0� (3 Qi uj LL 00 Jo a� U WL? LU �L rV B L — ll- w oC U �¢_ p M � s u_j = U oC Q V _z 0 _J 0 0 = t E W z Q DRAWN GR A28.30 A , 7 w � a &D DISPOSAL JUNCTION BOX ® SMOKE DETECTOR DUPLEX RECEPTACLE (I SWITCHED) 240 VOLT RECEPTACLE WP WEATHER PROOF GFI GROUND FAULT INTERUPTING ® SWITCH OD DIMMER TV TELEVISION OUTLET TELEPHONE OUTLET A) WALL SCONCE (1) 75 W. A19 LAMP B* (1) 75 W. PAR 30 HALOGEN SPOT. RECESSED INCANDESCENT WET AREA APPROVED CDi (1) 75 W. A19 LAMP - woul D OVER THE MIRROR INCANDESCENT (3) 75 W. G—LAMPS E EXIT LIGHT WITH EMERGENCY BATTERY BACKUP. CHAIN MOUNTED DECORATIVE LIGHT F SELECTED BY THE ARCHITECT AND INSTALLED BY THE ELECT. CONTRACTOR. WALL MOUNTED DECORATIVE FIXTURE GSELECTED BY THE ARCHITECT AND INSTALLED BY THE ELECT. CONTRACTOR. SURFACE MOUNTED DECORATIVE FIXTURE H SELECTED BY THE ARCHITECT AND INSTALLED BY THE ELECT. CONTRACTOR. WALL SURFACE MOUNTED FLUORESCENT FIXTURE J WITH (2)T-8, 32 WATT LAMPS, ELECTRONIC BALLAST WITH BATTERY BACKUP AND WRAPAROUND LENS. SURFACE MOUNTED FLUORESCENT WRAPAROUND FIXTURE K 0 WITH (2)T-8, 32 WATT LAMPS AND ELECTRONIC BALLAST. M EMERGENCY LIGHT WITH TWO 9 WATT 12 VOLT LAMPS. NOTE THAT ALL SWITCHES AND RECEPTACLES AND GROUND FAULT RECEPTACLES SHALL BE LEVITON DECORA TYPE(SQUARE FACED). UNIT B LIVING ......................1,984 SO. FT. BALCONY ................. 202 SO. FT. 4a ., tr x i City of Cape Caneverai 144 PERMITTED FOR 0 S PFR] — TION REVLEwE ° Review Of v pan does not authorize violation of MY local, state or federal codes, ordinances or statutes PROVIDE ARC -FAULT CIRCUIT PROTECTION ON ALL BEDROOM RECEPTACLES AS REQUIRED BY NATIONAL ELECTRICAL CODE 210-12. 4224 =3 4a ., tr x i City of Cape Caneverai 144 PERMITTED FOR 0 S PFR] — TION REVLEwE ° Review Of v pan does not authorize violation of MY local, state or federal codes, ordinances or statutes DRAWN MB z Q~� 4224 =3 o C�j "4- -m [� > Z 'I" vN°QC) Lu �m -too WRELCO NLIMITED ,• • ILt Q/— ca O c n Oj S, UJ 4348 LONG LEAF DRIVE 11 1 LUi MELBOURNE, FLORIDA 32940 Q Phone; (321) 242-0102 uj Fax: (321) 242-2030 DRAWN MB z Q~� ' =3 o C�j "4- -m [� > Z 'I" vN°QC) Lu �m -too a ,• • ILt Q/— ca O c n Oj S, UJ N N 11 1 LUi Q DRAWN MB i a ,• • . , UJI00 11 1 LUi uj ILL Lu uj u 1 i • Lu i 1 DRAWN MB ELECTRICAL LEGEND &D DISPOSAL J� JUNCTION BOX �5 SMOKE DETECTOR DUPLEX RECEPTACLE (� SWITCHED) 240 VOLT RECEPTACLE WP WEATHER PROOF GFI GROUND FAULT INTERUPTING D SWITCH Q DIMMER TV TELEVISION OUTLET Z TELEPHONE OUTLET A) WALL SCONCE (1) 75 W. A19 LAMP gO (1) 75 W. PAR 30 HALOGEN SPOT. RECESSED INCANDESCENT WET AREA APPROVED C(#)(1) 75 W. A19 LAMP D s OVER THE MIRROR INCANDESCENT (3) 75 W. G—LAMPS E 7r EXIT LIGHT WITH EMERGENCY BATTERY BACKUP. CHAIN MOUNTED DECORATIVE LIGHT F SELECTED BY THE ARCHITECT AND INSTALLED BY THE ELECT. CONTRACTOR. WALL MOUNTED DECORATIVE FIXTURE GSELECTED BY THE ARCHITECT AND INSTALLED BY THE ELECT. CONTRACTOR. H�SURFACE MOUNTED DECORATIVE FIXTURE SELECTED BY THE ARCHITECT AND INSTALLED BY THE ELECT. CONTRACTOR. WALL SURFACE MOUNTED FLUORESCENT FIXTURE i WITH (2)T-8, 32 WATT LAMPS, ELECTRONIC BALLAST WITH BATTERY BACKUP AND WRAPAROUND LENS. SURFACE MOUNTED FLUORESCENT WRAPAROUND FIXTURE K o WITH (2)T-8, 32 WATT LAMPS AND ELECTRONIC BALLAST. 4 EMERGENCY LIGHT WITH TWO 9 WATT 12 VOLT nm�LAMPS. NOTE THAT ALL SWITCHES AND RECEPTACLES AND GROUND FAULT RECEPTACLES SHALL BE LEVITON DECORA TYPE(SQUARE FACED). UNIT A LIVING ............ 2,052 SO. FT. BALCONY....... 314 SO. FT. City of Cape Canaveral PERMITTED FOR �N PErsplan - U TION REVIEWS e Review o�` does not authorize any of Y local, state or federal codes, ordinances or statutes PA PROVIDE ARC -FAULT CIRCUIT PROTECTION ON ALL BEDROOM RECEPTACLES AS REQUIRED BY NATIONAL ELECTRI CAL CODE 210-12. 4224 RELI- City of Cape Canaveral PERMITTED FOR �N PErsplan - U TION REVIEWS e Review o�` does not authorize any of Y local, state or federal codes, ordinances or statutes PA CD Q 1_7 4224 RELI- 1 z C vN0 O ILL UNLIMITED O 0 4348 LONG LEAF DRIVE O M N sOil N N 11 MELBOURNE, FLORIDA 32940 1 <U Phone+ (321) 242-0102 Q Fax: (321) 242-2030 CD Q 1_7 1 z C vN0 O ILL CO O 0 tl_ Ll i 0-/m O M N sOil N N 11 n 1 <U 01 Q 1 Z ILL 1 0 > • J 5 Q Z Z < 0 11 0 1 <U 01 LL 11 w Z 0 0 LU 1 Li _ l PLUMBING FIXTURE SCHEDULE Pi WATER CLOSET WITH ELONGATED BOWL, SEAT WITH COVER, BOLT CAPS AND ANGLE WALL STOP. P2 DROP—IN SELF RIMMING LAVATORY WITH WRISTBLADE HANDLES AND ANGLE WALL STOPS. P3 BATH TUB WITH SINGLE VALVE NON SCALD CONTROL & SHOWER HEAD. P4 DROP—IN SELF RIMMING STAINLESS STEEL DOUBLE KITCHEN SINK WITH GOOSENECK FAUCET, WRIST BLADE HANDLES, ANGLE WALL STOPS, AND FOOD DISPOSAL UNIT. P5 COMPOSITE LAUNDRY TUB WITH WALL MOUNTED VALVE SET AND ANGLE WALL STOPS. Pg SHOWER STALL WITH 2" FLOOR DRAIN AND NON SCALD SINGLE VALVE. P7 WHIRLPOOL WITH NON SCALD SINGLE VALVE SET. W.H 50 GALLON WATER HEATER WITH ELEVATED STAND. WSHR. CLOTHES WASHING MACHINE. REF. REFRIGERATOR. 3/16" - 1'-0" UNIT A LIVING ............ 2,052 SO. FT. BALCONY....... 314 SO. FT. EXPANSI TANK FULL SI; RELIEF OUTLET BACKFLOW fDRF\/FNTFR ni IT U Nr WATER HEATER DETAIL IN UT—OFF LVE 3REAKER ZESSURE JE -E PAN NOT TO SCALE City of Cape Canaveral PERMITTED FOR C S PERMI _ON REV]—PWED . Review of dus plan does not authors kv�ola' any local, state or federal codes, tionof ordinances or staion ppb 42D j 24 VU ELC� NLIMITED 4348 LONG LEAF DRIVE MELBOURNE, FLORIDA 32940 Phone: (321) 242-0102 Fax: (321) 242-2030 DRAWN GR CHECKED BAM Z z �J moAAi �m G J N z m U N � O C) M LU C) 4� e3 M 1— I CQ u - C) Lu> d E =Nc6 U W mAsk a U F m a/ Q DRAWN GR CHECKED BAM Z J LL moAAi �m G J N U' O DRAWN GR CHECKED BAM Z J LL G J N U' O W Q D � Z � Z U W mAsk a U F W U = W i ILL W ALA z V o a 0— a Vi o UJQ i Q0� z W G z DRAWN GR CHECKED BAM PLUMBING FIXTURE SCHEDULE Pi WATER CLOSET WITH ELONGATED BOWL, SEAT WITH COVER, BOLT CAPS AND ANGLE WALL STOP. P2 DROP—IN SELF RIMMING LAVATORY WITH WRISTBLADE HANDLES AND ANGLE WALL STOPS. P3 BATH TUB WITH SINGLE VALVE NON SCALD CONTROL & SHOWER HEAD. P4 DROP—IN SELF RIMMING STAINLESS STEEL DOUBLE KITCHEN SINK WITH GOOSENECK FAUCET, WRIST BLADE HANDLES, ANGLE WALL STOPS, AND FOOD DISPOSAL UNIT. P5 COMPOSITE LAUNDRY TUB WITH WALL MOUNTED VALVE SET AND ANGLE WALL STOPS. Pg SHOWER STALL WITH 2" FLOOR DRAIN AND NON SCALD SINGLE VALVE. P7 WHIRLPOOL WITH NON SCALD SINGLE VALVE SET. W.H 50 GALLON WATER HEATER WITH ELEVATED STAND. WSHR. CLOTHES WASHING MACHINE. REF. REFRIGERATOR. 3116" - 1'-0" UNIT B LIVING ......................1,984 SQ. FT. BALCONY ................. 202 SQ. FT. EXPANSI TANK FULL SI; RELIEF OUTLET BACKFLOW D0C7\/C1,,ITC*0 n1 it I V umHIIV WATER HEATER DETAIL IN UT -OFF LVE 3REAKER �ESSURE VE -E PAN NOT TO SCALE 1 r,^ g t fs , City of Cape Canaveral PERMITTED FOR CONSTRUCTON PFRM o, — REVIEWF Review o 4' plan does not auth rize violation of any local, state or federal axles, ordinances or statutes 0 z 0 J_ D m t W LL W Z Q m J 4224 ZD O Z ELca u dj �, o� ea U m F— i 'L O Q �- MUNLIMITED It I 4348 LUNG LEAF DRIVE r1l Q MELBOURNE, FLORIDA 32940 Phone (321) 242-0102 Foxi (321) 242-2030 0 z 0 J_ D m t W LL W Z Q m J ZD O Z UNO u dj �, o� ea U m F— i 'L O Q �- E E It I r1l Q 0 z 0 J_ D m t W LL W Z Q DRAWN GR m DRAWN GR PLUMBING FIXTURE SCHEDULE Pi WATER CLOSET WITH ELONGATED BOWL, SEAT WITH COVER, BOLT CAPS AND ANGLE WALL STOP. P2 DROP—IN SELF RIMMING LAVATORY WITH WRISTBLADE HANDLES AND ANGLE WALL STOPS. P3 BATH TUB WITH SINGLE VALVE NON SCALD CONTROL Bc SHOWEIR HEAD. P4 DROP—IN SELF RIMMING STAINLESS STEEL DOUBLE KITCHEN SINK WITH GOOSENECK FAUCET, WRIST BLADE HANDLES, ANGLE WALL STOIPS, AND FOOD DISPOSAL UNIT. P5 COMPOSITE LAUNDRY TUB WITH WALL MOUNTED VALVE SET AND ANGLE WALL STOPS. Pg SHOWER STALL WITH 2" FLOOR DRAIN AND NON SCALD SINGLE VALVE. P7 WHIRLPOOL WITH NON SCALD SINGLE VALVE SET. W.H 50 GALLON WATER HEATER WITH ELEVATED STAND. WSHR. CLOTHES WASHING MACHINE. REF. REFRIGERATOR. JN IT A -(north 3/16" - 1'-0" UNIT A LIVING ............ 2,052 SO. FT. BALCONY....... 314 SO. FT. EXPANSI TANK FULL SI; RELIEF OUTLET SWUM= BACKFLOW PP'F\/FNITFP ni iT U MWAMMIu WATER HEATER DETAIL IN UT -OFF LVE 3REAKER �ESSURE ✓E -E PAN NOT TO SCALE City of Cape Canaveral PEC�__ Wk C, P - C JON Review does not authon' Y Iviolation oflocal, state or federal codes, ordinances or statutes A 000rl V z 4224 z RELC❑ 0 U-3 C) ("0, �o U- N -"a- cn O v W � �- �p[ UNLIMITED LL ts_j nC E N� o m o ai 4348 LONG LEAF DRIVE MELBOURNE, FLORIDA 32940 Phone: (321) 242-0102 Fax: (321) 242-2030 V z z m v C\j 0 U-3 C) ("0, �o U- N -"a- cn O v W � �- �p[ E d- LL ts_j nC E N� o m o ai s Q DRAWN GR SHOCK WATER FIXTURE UNITS NUMBER OF FIXTURES ABSORB. (TYP.) P-1 WATER CLOSET 3 F.U. ALL A 3VALVE � A (UNIT TYPE) (TYP.) 60 40 P-3 TUB/SHOWER 1.5 F.U. FIFTH FLOOR A P-4 SINK & WASHER B 15 A P-5 LAUNDRY SINK 2.25 F.U. 15 33.75 P-6 SHOWER 1.5 F.U. FOURTH FLOOR A P-7 WHIRLPOOL B 15 A BUILDING FIXTURE UNITS DEMAND GALLONS PER MINUTE MAIN PIPE SIZE 253.75 80 3" THIRD FLOOR A B A SECOND FLOOR 2" VERTICAL RISERS A B A FIRST FLOOR SANITARY SEWER LINE HAS 435 FIXTURE UNITS ATTACHED. USE 611DIA. LINE AT 1/811 PER FOOT SLOPE. -„ MANUAL BYPASS(N.C.) FIXTURE WATER FIXTURE UNITS NUMBER OF FIXTURES TOTAL OF FIXTURES P-1 WATER CLOSET 3 F.U. 30 90 P-2 LAVATORY 0.75 F.U. 60 40 P-3 TUB/SHOWER 1.5 F.U. 15 22.5 P-4 SINK & WASHER 1.5 F.U. 15 22.5 P-5 LAUNDRY SINK 2.25 F.U. 15 33.75 P-6 SHOWER 1.5 F.U. 15 22.5 P-7 WHIRLPOOL 1.5 F.U. 15 22.5 BUILDING FIXTURE UNITS DEMAND GALLONS PER MINUTE MAIN PIPE SIZE 253.75 80 3" DOMESTIC WATER PRESSURE BOOSTER SYSTEM. B&G MINI -BOOST DUPLEX MODEL 21330AB, 3 H.P. 208/230 VOLTS THREE PHASE 60 CYCLE 3500 RPM 3" COPPER HEADERS, PUMP 3530-1-1/4 X1-1 /2 CLOSE COUPLED. S/S NEMA 1 CONTROL PANEL WITH LOW SUCTION CUT OUT SWITCH. CAPACITY 100 GPM 0 30 PSI BOOST, MINIMUM SUCTION PRESSURE = 40 PSIG. PROVIDE WESSELS FXT 401 12 GALLON ASME HYDRO PNEUMATIC TANK. TO WATER METER, SEE CIVIL DWGS. City of Cape Canaveral PER MI7TTEI_ F_ Qk FE No. rI'TION R-EVI 1 Review �ndoes not authorize violation of any local, state or federal codes,ordinanc es or statutes c� 4224 RELC❑ Z UNLIMITED E too oo 4348 LONG LEAP DRIVE �1 NC\1 U-) Q MELBOURNE, FLORIDA 32940 sF— N N ��Ou- Phone: (321) 242-0102 Fa xi (321) 242-2030 c� Z U N E too oo �1 NC\1 U-) Q E 67 = =LU sF— N N ��Ou- Q C7 Z_ 0 J D 0_ 0 0) W ILL W Z W I DRAWN GR CHECKED BAM INS PROVIDE PITCH JACKET AROUND BASE W/ 4 8 1/2'— EXP. ANCHORS (TYP.) INSULATION 4 . .u,L <Q 1. ALL BEAMS AND SUPPORT LEGS SHALL BE 1\"x1\" SQUARE ALUMINUM TUBING 2. MOUNT CONDENSING UNITS ON KORFUND W.S. SPRING ISOLATORS, SIZED AS PER MFGR. PUBLISHED RECOMMENDATION MIN. 1" STATIC. 3. LENGTH AND WIDTH AS REQUIRED TO ACCOMODATE SATELLITE OR CONDENSING UNITS. ADD CENTER LEGS AND BRACE WHEN NEEDED. 4. PROVIDE ALL CONTINUOUS WELDED CONSTRUCTION A/C AND SATELLITE TELEVISION EQUIPMENT STAND DETAIL N. T. S. AIR COOLED CONDENSING UNIT HOLD DOWN DEVICES TYPICAL EACH CORNER. /8"BOLT FENDER WASHER ,RUBBER WASHER CORK -RUBBER -CORK KORFUND" VIBRATION PAD BETWEEN THE UNIT I AND THE SUPPORT. TYPICAL EACH CORNER. RUBBER WASHER FENDER WASHER LOCK WASHER CAPTIVE NUT PITCI CLOSET i MECH/ ELEC. ROOM TRASH 0 _ASHING EMBRANE DOFING GID SOLATION VENT PIPE ROOF PENETRATION STAIRS SECO-ND THRU FIFT-H FLOOR PLAN UNIT A UNIT B UNIT A ELEV. ELEV. EQUIP. lc WALL HUNG All CONDITIONING UNIT WITH CONDENSING UNIT ON ROOF ABOVE. DRIVE-THRU I I I STAIRS 11 zf� 11 UTILITY ROOM TOILET FIRST FLOOR PLAN 1/811 - V-tl" PUMP ROOM THRU THE WALL EXHAUST FAN 180 CFM,1925 RPM 120 VOLTS, 1.5 AMPS BROAN MODEL 509S PROVIDE CEILING MOUNTED ��\EXHAUST FAN WITH DUCT THRU EXTERIOR WALL TO ELBOW LOOKING DOWN. PROVIDE WALL MOUNTED LINE VOLTAGE COOLING THERMOSTAT SET TO GO ON WHEN TEMPERATURE RISES ABOVE 90 DEGREES. 110 CFM ® 0.2" S.P. 120 VOLTS 0.5 AMPS. GROAN MODEL SP100 PROVIDE 10"X10" ALUMINUM WALL GRILLE LOW IN W WITH INSECT SCREEN \ WALL MOUNTED ELECTRIC HE T 18" A.F.F. WITH LINE VOLTAGE HEATING THERMOSTAT SET TO GO ON WHEN THEMPERATURE DROPS BELOW 50 DEGREES. QM ARK WH 7500, 500 WATTS 120 VOLTS. 4.2 AMPS City of Cape � F P Canaveral PERMITTED 4 Ok PF, NoI'S [INION , �j e�► REVIEWS z Fns, Review o z " all clues not authorize violation of any local, state or federal c(xles, ordinances or statutes Pp7', 71F Z J LL ry 4224 J N � C� 0 0> a0 c\jO W Q Z -,RELC❑ Z U W E E � :5 6`nm UNLIMITED o� �JIM LONG 47(321) LEAF DRIVE Q m > MELBOURNE, FLORIDA 32940 � 0 Phoney 242-0102 Vi o Foxe (321) 242-2030 71F Z J LL ry C G J N � C� 0 0> a0 c\jO W Q Z � Z U W E E � :5 6`nm cWQs Uj o� �JIM W i Q m 71F Z J LL ry C G J N � C� 0 o Lj W Q Z � 71F DRAWN GR Z J LL C G J N � C� 0 o Lj W Q Z � Z U W 0m a U W F = v W i ILL W m > Z V � 0 Vi o WQ � Q� z W DRAWN GR IE IE m m z PLUMBING RISER A 3" 3" 3" 3" 3" PLUMBING RISER B 3 e, 3., 3" 3" PLUMBING RISER C 3" 3" 3" 3" PLUMBING RISER D m m m 11 a PLUMBING RISER E V z 4224 ❑ITED Q F uj �L 0—/� L❑NG LEAF DRIVE lJ_ il! p,/ (� Q E m O co N 67 =uj RNE, FLORIDA 32940 Phone; (321) 242-0102 Q Fax: (321) 242-2030 V z Q uj �L 0—/� =N� lJ_ il! p,/ (� Q E m O co N 67 =uj � N Oil Q DRAWN GR SLABEDGE ABOVE 4; Q T' 4x4 EL 64'-0"x5' lx4 GROSS (@12'x10' -S" 4x6 S 6a5'-4" SPAG 100% SHORING 5H®LUN 100% RE _ SHORE SHOWN 50% RE -SHORE SHOWN ,C z 2nd FLOOR SH®RING/RE®H®RE PLAN m �1 I I 0 1 I I I I I d I I I I I I d i I I I SLABEDGE ABOVE 4x4 nu 16" TYP. 4x4 ELLIS @4'-0"x5'-4",' 1x4 CROSS eF (@12'x10'-0," SPA 4x6 STRIN 05-4" MA) SPAC NG, 100% SHORING SHOWN 100% RE -5HORE Sly®LUN 50% FRE-5H®RE SHOWN m CityoFCdpe Canaveral PF �'sRMr7�rFl) FOR k'FVIEWE ION No, . Review an O �n doe r� Y taal, state or Pederac<Klesauthln--1 i do . Ordinances or statutes LEGEND ® BEARING WALLS 4x6 STRINGER 4x4 ELLIS SHORE 4x4 CROSS BRACE 4x4 RESHORE O 11 - cc z A 0- c= el - o w CQ co a� Z W W�C,2 W 0, H d , Z azo. a CD �a m W Q'i F cmO ifs Z � d� M cc w z c A x w -0 _ w x PQ a ti I OF 2 w ME 7� cn of � w 0 V) >o W --,, dz Nc\4 0 0 N 0 � C) 0 00 z:� a Z U W 0 ly- I OF 2 DECK LEVEL SHORING POSTS AT 4'-0" BY 5'-4" GRIL 4x4 JOISTS AT 16" 5PACING 4x6 STRINGERS (u5'-4" SPACING ONE LEVEL BELOU RESHORE AT LOCATIONS OF 4'-( 5'-4" GRID ABOVE TWO+ LEVELS BELOW DECK 100% RE61-I0RING (POST LOCATIONS SHOWN ON PLAT NOTES: o RESHORE POST -TENSIONED SLAB AFTER TENDON ELONGATIONS HA'v BEEN VERIFIED. o RESHORE CONVENTIONALLY REINFORCED SLABS 100% AFTER DAYS, 50% AFTER 14 DAYS. o RESHORES MAY BE REMOVED AF' TEST CYLINDERS INDICATE CONCF DESIGN STRENGTH HAS BEEN ACHIEVED. TYPICAL STAIR SHORING (X -BRACING AND LACING NOT SHOWN) SCALE 3/a" = 1'-0" 3511 1=I YII1/'1/'1Y1 0-1 I=ATIJI).1/: 3i." I=1 Y /t:li "vQ") T'TPICAL SHORING ELEVATION (PARALLEL TO STRINGERS) -SCALE. 1/4" = 1'-0" 21.30' T/SL< 4x4 JOISTS AT I6" SPACIN 4x6 STRINGER Oro' -O" 5PACIN DOUBLE 1x4 CROSS BRACING 3i." OI Ni I I/l/'11'1 GI I= A TI I II, I.r 3. 11 r l v /0 1, ». -_" N v SECTION NO SCALE GENERAL NOTES: FORM WORK AND SHORING 01. ALL SHORING SHALL BE ERECTED IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS AND THE GENERAL RECOMMENDATIONS OF THE C.S.A. STANDARD 52ro9.1, AGI, OSHA, AND THE SCAFFOLDING, SHORING AND FORMWORK INSTITUTE, INC. 02. ALL POST SHORE, PURLIN, AND STRINGER LUMBER SHALL BE DOUGLAS -FIR No.2, OR LUMBER HAVING EQUAL OR GREATER DESIGN STRENGTH VALUES. 03. PLYFORM SHEATHING SHALL BE 3/4" (NOMINAL) APA CLASS II, SOUTHERN PINE PLYWOOD (OR EQUAL). 04. SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPINDIGULAR TO SUPPORTS (PARALLEL TO SPAN). 05. SHORES AND RESHORES SHALL BE 4x4 845 WITH A MAXIMUM UNBRACED LENGTH OF 9 FEET. O6. ALL LUMBER SHALL BE IN GOOD CONDITION, FREE OF LARGE KNOTS, SPLITS, ROT, INSECTS, OR DAMAGED ENDS. POST SHORES WITH A LOSS OF MORE THAN 15% IN NET CRO65-SECTIONAL AREA SHALL NOT BE USED. 01. HARDENED STEEL CUT NAILS SHALL BE USED SPARINGLY. NAILS ATTACHING WOOD TO CONCRETE OR MASONRY -SHALL BE INSTALLED A MINIMUM OF 3" FROM ALL EDGES WITH A MAXIMUM PENETRATION OF 3/4". O8. SHORES ALONG THE PERIMETER OF THE BUILDING SHALL BE BRACED TO ADJACENT INTERIOR SHORES AND FASTENED TOGETHER PARALLEL TO THE SLAB EDGE WITH ONE ROW OF 1x3 LACING AT MID -HEIGHT. 09. MUD51LL DESIGN 15 BASED UPON ALLOWABLE SOIL CONTACT PRESSURE OF 2,000 PSF. 10. SHORING SYSTEM DESIGN 15 BASED UPON A DEAD LOAD OF 84 PSF AND A CONSTRUCTION LIVE LOAD OF 50 P5F. 11, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL RESHORES ARE INSTALLED WITHIN 1/2 THE SLAB THICKNESS OF THE SHORE OR RESHORE ABOVE. 12. ALL SHORES AND RESHORES SHALL BE INSTALLED WITHIN 2 DEGREES OF PLUMB (NO MORE THAN 3" IN S FEET). 13. FORMWORK NOT SUPPORTING THE DEAD LOAD OF THE CONCRETE MAY BE REMOVED ONCE THE CONCRETE HAS REACHED SUFFICIENT STRENGTH TO RESIST FORCES CAUSED BY AND DUE TO FORM REMOVAL. 14. STEEL PRY BARS SHALL NOT BE USED TO REMOVE FORMWORK UNTIL CONCRETE HAS REACHED -TO% OF THE DE51GN COMPRESSIVE STRENGTH. 15. STEEL STRAP TIES SHALL NOT BE USED IN SUCH A MANNER THAT THEY BECOME EMBEDDED INTO EXPOSED CONCRETE. 16. CONTINUOUS DIAGONAL BRACING PERPINDIGULAR TO SHORE LINES SHALL BE INSTALLED AT A MAXIMUM SPACING OF 16 FEET. HORIZONTAL LACING SHALL BE USED WHEREVER DIAGONAL BRACING 16 USED. ll_ SHORING FOR CONCRETE SLAB PLACEMENT SHALL NOT BE REMOVED UNTIL AUTHORIZATION 15 GIVEN BY THE STRUCTURAL ENGINEER OF RECORD_ SHORE BEARING DETAIL 3/4" PLYWOOD SHEATHING (S) Sd NAILS 0 3EARING LOCATIONS TRINGER "-SPACING, TYP. 5H®RING/RE5HO INC 5CHEIDULE w a i } SHORE LOADS C x d) SLAB LOADS l x d) OPERATION STRUCTURE 5TATU5 W MIN. MAX. MIN. MAX. PLACE 2nd FLOOR 2 G 1 110 110 0 0 RESHORE 2nd FLOOR 2 Cx 1 0.05 0.65 0 1.00 2 1.10 1.10 0 0 PLACE 3rd 3 0f FLOOR 2 w Cs 1 1.15 1.15 0 0 2 0.05 0.65 0 1.00 RESHORE 3 O 3rd FLOOR 2 Cs 1 0.10 0.10 0 0 3 1.10 1.10 0 0 4 Z 2 1.15 1.15 0 0 PLACE 4th FLOOR 3 zuz- _D 2 O Q Z W 1 120 1.&0 0 0 3 0.05 035 1.00 1.60 4 2 010 0.35 0 135 RESHORE 4th FLOOR 3 2 2 1 0 0.15 0 135 4 0.40 0.60 0 0 5 3 0.40 0.60 1.40 160 PLACE 5th FLOOR 4 2 0.40 0.60 1.40 5.60 3 2 C., 1 0 0 1.40 1.60 4 0.05 0.35 1.00 1.60 5 3 0.10 035 1.10 135 RE5HORE 5th FLOOR 4 2 0 0.30 1.10 135 3 2 1 0 0 1.00 1.00 5 0.40 0.60 0 0 4z� R 5 4 0.40 0.60 1.40 1.60 PLACE ROOF 4 3 0.40 0.60 1.40 1.60 3 2 0 0 1.40 1.60 2 1 0 0 1.00 1.00 5 0.05 035 1.00 1.60 6 5 4 0.10 035 1.10 135 RESHORE ROOF 4 3 0 0.30 1.10 1.35 3 2 0 0 1.00 1.00 2 1ro 0 1.00 1.00 SHORED LEVEL SLAB WEIGHT = 1.00xd 1005'. IRE514ORE SHORING WEIGHT = 0.10xd LEVEL 5051 RESHORE RESHORING WEIG=HT = 0.05xd LEVEL CONSTRUCTION LIVE FRESH LOAD = 0.60xd CONCRETE HARDENED d = 84 PSF C1" SLABS) CONCRETE CONSTRUCTION LIVE LOAD ELLIS SHORE CONTINUOUS DOUBLE 2xlO's DOUBLE 24"x24"x3/4" PLYWOOD ELLIS SHORE MAin/i AV rA. K I i City of Ca E'ER i f77`r 'D HUk e Cana viral PF, �cs lV .H k.FVfE�V o Review ` nY l)'al, state a P an does '101 audio ~®Y�, federal codes, ordinances la don Of ~Of statutes co 0 m Z � _® d U Q Ocu a z �C CC x � \ ® Cm w on w d!4 E ;z)Igx •• ;m wo�Wwco LU Vr o u� Z � a G fC LU c A a w tS W W 0 ti S 2 I 2OF2 w cn V) 0f Z w 0 0- O W Z N O O N 0f 0 O 00 zuz- _D �- O Q Z W S 2 I 2OF2 A, i6L! a I Illr Ar"w u Nm D E j"% ok PROJEC"T DATA LOCATION MAP D RAWI N Ag" I OL THESE SHEET DOCUMENTS ARE FOR THE CONSTRUCTION OF THE "MAJEST11C BAY TOWNHOMES', ANEW TWO-STORY, on r_r_ F DESCRIPTION DESCRIPTION 5 UNIT TOWNHOME BUILDING, CONSTRUCTED OF MASONRY WALLS AND WOOD TRUSS FLOOR AND ROOF SYSTEM TENANT SEPARTION WALLS WILL BE RINKER T12 CONC. BLOCK (TEST NO. 8-1-12), TWO HOUR MASONRY, 0 WITH RAKE TIE BEAM TO UNDERSIDE OF ROOF DECK. .c p COVER C 13 H.VA.C. & PLUMBING FLOOR PLANS (UNITS 1 & 5) OVER SHEET,. DRAWING INDEX, PROJECT DATA, LOCATION MAP NOTE: ALL UNITS COMPLY WITH THE FAIR HOUSING ACT ACCESSIBILITY STANDARDS. CONSTRUCTION NOTES, WIND LOAD DESIGN INFORMATION 14 FIRST & SECOND H.VA.C. & PLUMBING FLOOR PLANS (UNIT 2) MAJESTIC SAY DEVELOPMENT, INC. MICHAEL F. KELLEY, RA, AIA DAN GREEN FL-AR0014303 TOMAHAWK DRIVE 6986 HAMMOCK TRACE DRIVE ro T_ SATELLITE BEACH, FLORIDA 32937 MELBOURNE, FLORIDA 32940 2 OVERALL FIRST FLOOR PLAN, OVERALL SECOND FLOOR PLAN FIRST & SECOND H.VA.C. & PLUMBING FLOOR PLANS (UNITS 3 & 4) PHONE: (321) 777-5086 PHONE- (321) 508-1839 FAX: (321) 777-7073 FAX: (321) 784-2911 ELEVATIONS 16 NOTES, ELECTRICAL & PLUMBING RISERS, LOAD CALCULATIONS ZQNIK- R-3 FOUNDATION PLAN, FOOTING SCHEDULE & DETAILS OQQQRATIQN CLASSIFICATION: RESIDENTIAL R2 4 OCCUMION S�1F1S' TSA ION: TABLE 500- TYPE V, UNPROTECTED, UNSPRINKLED. W MAXIMUM SO. FT. PER FLOOR - 12.000 S.F. PROJECT ACTUAL SO. FT. PER FLOOR = 7.697 SO. FT.'`'`'- 2 LOCATION 5 ROOF PLAN, FLOOR FRAMING PLAN > MAXIMUM NO. OF STORIES i ACTUAL NO. OF STORIES = 2 MAXIMUM HEIGHT IN FEET 50 6 WALL SECTIONS ACTUAL HEIGHT IN FEET 28 z Z, 7 FLOOR PLANS (UNITS 1 & 5) rl !QWbIHOUSE OCCUPANCY SEPARATION: FBC 704.4.2 2 HOURS (LESS THAN 3 STORIES) IRE ATINQ� TABLE 600: TYPE V, UNPROTECTED, UNSPRINKLED RE51STANCE 0 TO 3 FEET: 2 HOUR (0%) ,pp \ ' �` ' ` Q!.^,.,.,r•'.> 8 FIRST & SECOND FLOOR PLAN (UNIT 2) 77 3 TO 10 FEET: 0 HOUR (20%) 10 TO 20 FEET: 0 HOUR (40%) z 1. 9 FIRST & SECOND FLOOR PLANS (UNIT 3 & 4) 20 TO 30 FEET: 0 HOUR (60%) OVER 30 FEET: 0 HOUR (NL) Z'L S (UNITS 1 & 5) QF.BIQN CRITERIA. '!t' o ELECTRICAL FLOOR PLAN THIS PROJECT HAS BEEN DESIGNED IN COMPLIANCE WITH THE LATEST EDITIONS OF:• �T A BUILDING CODE: FLORIDA BUILDING CODE, BUILDING 2001 MECHANICAL CODE: FLORIDA BUILDING CODE, MECHANICAL 2001 FIRST & SECOND ELECTRICAL FLOOR PLANS (UNIT 2) PLUMBING CODE: FLORIDA BUILDING CODE, PLUMBING 2001 T_ ELECTRICAL CODE: NATIONAL ELECTRIC CODE, 1999 WORKMANSHIP 12 FIRST & SECOND ELECTRICAL FLOOR PLANS (UNITS 3 & 4) ALL WORKMANSHIP SHALL CONFORM TO THE 2001 EDITION OF THE FLORIDA BUILDING CODE AND THE 2001 FLORIDA MECHANICAL, AND PLUMBING CODES, AND THE NATIONAL ELECTRIC CODE AND COMPLY WITH THE MINIMUM STANDARDS OF THESE CODES. f-7 lill ollmlisimll I I, In ---- ------- 0 z 5 m W 2 0 3: z 0 Z 0� 0 LL f COMPONENT & CLADDING PRESSURE WINDOW/DOOR SCHEDULE PSF MARK WINDOW DESCRIPTION POS NEG AA SH 25 EGRESS (ZONE 4) 47.3 -50.4 ® SH 25 (ZONE 4) 47.3 -50.4 ® SH 23 (ZONE 4) 48.4 -51.5 W Z HR 6030 EGRESS (ZONE 4) 47.0 -50.1 ® SH 24 (ZONE 4) 48.0 -51.1 ® SH 1A3 (ZONE 4) 49.2 -52.3 MARK DOOR DESCRIPTION POS NEO �A V-0" X 6'-8" & SIDELIGHT (ZONE 4) 44.2 -47.4 ® 8'-O" X 6'-8" S.G.D. (ZONE 4) 44.3 -47.4 © 6'-0" X V-8" S.G.D. (ZONE 4) 45.1 -48.2 �D 16'-0" X 7'-0" O.H.D. (ZONE 4) 42.8 -45.7 a 0 10° < 30" FIGURE 1606.2(c) COMPONENT AND CLADDING LOADING DIAGRAM DOOR & WINDOW INSTALLATION NOTES: 1. ALL NEW EXTERIOR DOORS AND WINDOWS TO BE R40 WIND RESISTANT. AN APPROVED SHUTTER SYSTEM IS NOT REQUIRED AS THE BUILDING IS DESIGNED AS PARTIALLY ENCLOSED AS PER THE FLORIDA BUILDING CODE 2001. 2. DOORS: DOORS TO HAVE A 2 X 4 P.T. BUCK, GLUED/ CAULKED TO SIDES & TOP WITH 3/16"0 X 1" EMBEDMENT TAPCON TYPE FASTENERS STAGGERED AT 16" O.C. 3. COORDINATE WITH MANUFACTURER'S INSTALLATION SPECIFICATIONS TO INSURE THAT FASTENERS WILL PROVIDE ADEQUATE ATTACHMENT TO MEET WIND LOAD REQUIREMENTS. GENERAL NOTES: SCOPE OF PROJECT 1. THESE CONSTRUCTION DOCUMENTS ARE INTENDED FOR THE CONSTRUCTION OF A NEW ONE-STORY AND TWO-STORY, FIVE (5) UNIT TOWNHOME BUILDING. DESIGN CRITERIA 1. THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE, AND THE FOLLOWING NOTES ARE IN COMPLIENCE WITH SECTION 1606.1.7: A. THIS STRUCTURE SHALL COMPLY WITH THE FOLLOWING WIND SPEEDS: 130 MPH FOR "3 SECOND GUST" AND 110 MPH FOR "FASTEST MILE". B. WIND IMPORTANCE FACTOR = 1.0 AND THE BUILDING IS CATEGORY 2. C. WIND EXPOSURE B. D. THE INTERNAL PRESSURE COEFFICIENT = 1.00 E. THIS BUILDING OCCURS IN THE WIND-BORNE DEBRIS REGION FOR 120 MPH AND ABOVE, ACCORDING TO ASCE 7-98 AND 2001 FLORIDA BUILDING CODE, SECTION 1606.1.5. F. ALL NEW STRUCTURES ON THIS PLAN ARE DESIGNED AS PARTIALLY ENCLOSED AND THE ROOF FRAMING ENGINEERING IS DESIGNED AS SUCH. G. ALL NEW EXTERIOR DOORS AND WINDOWS TO BE R40 WIND RESISTANT AND BE INSTALLED PER MANUFACTURER'S SPECIFICATIIONS TO INSURE THAT IT WILL MEET WIND LOAD REQUIREMENTS. H. BUILDING IS DESIGNED TO BE PARTIALLY ENCLOSED SO GLAZING IS NOT REQUIRED TO BE IMPACT RESISTANT OR PROTECTED WITH AN IMPACT RESISTANT COVERING. P• xsL•TIt& WIND ..................... 130 MPH LIVE ...................... 20 PSF DEAD .................... 15 PSF FLOOR .................. 60 PSF 3. ASSUMED SOIL BEARING PRESSURE ........... 2,000 P.S.F. GENERA 1. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK AND ORDERING TRUSSES. 2. THE GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORK AND PERSONS DURING CONSTRUCTION. 3. NO STRUCTURE MEMBERS SHALL BE CUT, NOTCHED ALTERED OR OTHERWISE REDUCED IN STRENGTH. 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL WORK BETWEEN TRADES AS PER CONSTRUCTION DOCUMENTS. 5. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR WORK NOT IN ACCORDANCE WITH THESE DOCUMENTS OR FOR MISINTERPRETATION OF THE DRAWINGS OR FOR UNSATISFACTORY WORK BY THE CONTRACTOR. IN THE EVENT THAT A PROBLEM OR A QUESTION DOES ARISE FROM THESE DOCUMENTS THE ARCHITECT SHOULD BE CONTACTED TO MAKE ADJUSTMENTS OR CLARIFICATION IF NEEDED PRIOR TO COMMENCEMENT OF WORK. FOUNDATION 1. ALL CONCRETE DESIGN, CONSTRUCTION, WORKMANSHIP AND MATERIAL SHALL COMPLY WITH THE REQUIREMENTS OF ACI 301 & ACI 318-83 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" LATEST EDITION. 2. ALL CONCRETE SHALL COMPLY WITH ASTM C150 AND DEVELOP THE FOLLOWING 28 DAY DESIGN COMPRESSIVE STRENGTH SHOWN BELOW: SLABS 3,000 PSI BEAMS 3,000 PSI MASONRY GROUT 3,000 PSI 3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615-87 GRADE 60. BARS SHALL BE FREE OF RUST, MILL SCALE, PAINT OR OTHER COATINGS THAT WILL REDUCE CONCRETE BOND. 4. CONCRETE TO HAVE "FIBERMESH" FIBEROUS CONCRETE REINFORCEMENT, COMMERCIAL GRADE ADDITIVE. COMPLY WITH ASTM C-1116, TYPE III 4.1.3 AND ASTM C-1116 (REF. ASTM C-1018). 5. LAP REINFORCING STEEL AT SPLICES 25" MINIMUM . 6. MINIMUM COVER FOR REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE: A. CONCRETE DEPOSITED AGAINST THE GROUND ......................... " B. CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND....... 2" C. SLABS AND WALLS NOT EXPOSED TO THE WEATHER.......................................3/4" D. BEAMS (OVER MAIN REINFORCING)......................................................................2" E. SLAB ON GRADE (NON-STRUCTURAL)..................................................................CENTERLINE F. COLUMNS (OVER MAIN REINFORCING).................................................................2" 7. SOIL BEARING CAPACITY (ASSUMED) = 2,000 P.S.F. (OWNER TO PROVIDE SOIL BORINGS REPORT IF REQUIRED). MASONRY: 1. ENGINEERED LOAD BEARING CONCRETE MASONRY WALLS ARE DESIGNED IN ACCORDANCE WITH SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY BY "NCMA", LATEST EDITION. 2. CONCRETE BLOCK TO CONFORM TO ASTM C90 LAID IN RUNNING BOND WITH FULL MORTAR EMBEDMENT. MORTAR SHALL BE TYPE M OR S. CONCRETE BLOCK AT TENANT PARTITION WALL SHALL BE RINKERTYPE 'T12" OR APPROVED EQUAL TO PROVIDE A TWO-HOUR FIRE RATING ON ALL INTERIOR AND EXTERIOR MASONRY WALLS 3. REINFORCED WALLS TO HAVE HORIZONTAL REINFORCING (ASTM A-82, #9 GA WIRE) EQUAL TO "DUR-O-WALL" IN BED JOINTS 0 16" O.C. VERTICALLY. PLACE PER MANUFACTURER'S INSTRUCTIONS. PROVIDE PREFABRICATED TEE AND CORNER SECTIONS AT INTERSECTING WALLS. 4. REINFORCE MASONRY WALLS VERTICALLY AS INDICATED ON FLOOR PLANS AND APPLICABLE DETAILS AND NOTES. PROVIDE CLEANOUT INSPECTION HOLES AT THE BASE OF FILLED CELLS AT ALL LEVELS. CONCRETE FOR FILLED CELLS SHALL BE RODDED, VIBRATED AND PUDDLED DURING PLACEMENT TO ENSURE COMPLETE FILLING OF THE BLOCK CORE. MORTAR BLOCK WEBS ON EITHER SIDE OF FILLED CELLS. 5. ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST 24 HOURS PRIOR TO POURING OF LINTEL BLOCK OR TIE BEAMS. ALL LINTELS ARE TO BE POURED SOLID PRIOR TO LAYING MORE BLOCK. FRAMING: 1. WOOD TRUSSES SHALL BE FURNISHED AND FABRICATED BY A LICENSED GANG NAIL FABRICATOR IN ACCORDANCE WITH THE DESIGN PREPARED BY A REGISTERED PROFESSIONAL ENGINEER. 2. THE DESIGN FABRICATION OF TRUSSES SHALL MEET WITH NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER. 3. TRUSS COMPANY SHALL PROVIDE SHOP DRAWINGS FOR DESIGNER APPROVAL PRIOR TO FABRICATION 4. TRUSS SUPPLIER SHALL PROVIDE TRUSS ENGINEERING SIMILAR TO THOSE SHOWN ON THESE DRAWINGS. 5. THE CONTRACTOR SHALL ADEQUATELY BRACE TRUSSES DURING ERECTION AND NO CONCENTRATED LOAD SHALL BE APPLIED BEFORE TRUSSED ROOF SYSTEM IS COMPLETE. 6. TRUSS BRIDGING SHALL BE AS REQUIRED BY TRUSS COMPANY. 7. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE STRUCTURAL GRADE NO. 2, KILN DRIED WITH A FIBERSTRESS OF 1,200 P.S.I. OR BETTER. 8. WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 9. ALL STRUCTURAL MEMBERS EXPOSED TO THE ELEMENTS SHALL BE PROPERLY WEATHER PROOFED. 10. ALL NAILS, SCREWS, BOLTS, ANCHOR STRAPS, HANGERS AND OTHER STANDARD CONNECTIONS TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SHEATHING: 1. NEW ROOF SHEATHING TO BE 5/8" CDX PLYWOOD SECURED WITH 10d NAILS AT 6" O.C. IN THE FIELD AND 4"' O.C. AT EAVE EDGES. ROOFING A. FIBERGLASS SHINGLE FIBERGLASS SHINGLE ROOF SYSTEM, 30 YEAR WARRANTY, FUNGUS RESISTANT INSTALL PER MANUFACTRER'S SPECIFICATIONS TO MEET WIND LOAD REEQUIREMENTS B. FLASHIN PAINTED GALVANIZED 26 GAUGE STEEL. FABRICATE AND INSTALL IN ACCORDANCE WITH SMAC NA "ARCHITECTURAL SHEET METAL MANUAL". USE BUTT JOINTS OVER SLIP SHEET (LAP JOINTS ARE NOT PERMITTED), AND FULL CAULK EXPOSED FLASHING OVER THE SLIP SHEET. ALUMINIUM DRIP EDGE, FASCIA & GUTTER SYSTEM COLOR TO MATCH. G. SEALANT ALL SEALANT TO BE COMPATIBLE WITH ALL EXTERIOR FINISH PRODUCTS, PAINTABLE SILICON/LATEX BASE WITH A 30 YEAR WARRANTY. GENERAL CONTRACTOR TO COORDINATE WITH WINDOW & EXTERIOR FINISH SUBCONTRACTOR TO DESIGNATE RESPONSIBLITY FOR SUPPLYING & APPLICATION OF SEALANTS AT ALL WINDOWS, DOORS, & TERMINATIONS. DRAWN MB CHECKED 0 0 LL .J W V Z ® _J zzQ a Q 0 in W 0 2 O LL O W Z W0 Z Q j 4 U_ F - Z a 0- 0 Z DRAWN MB CHECKED SECOND FLOOR PLAN 1 /8" � 1 •,,Q" LL_----------------- JJ FINISH SCHEDULE: FLOORS: LIVING, DINING, FOYER,& BEDROOMS - CARPET KITCHEN, HALL & BATHROOMS - CERAMIC TILE BASE: BATHROOMS - CERAMIC TILE ALL OTHER AREAS - WOOD WALLS: BATHROOMS - DRYWALL WITH SEMI GLOSS PAINT (ORANGE PEEL TEXTURE) ALL OTHER AREAS - DRYWALL WITH SEMEI GLOSS PAINT CEILINGS: BATHROOMS - DRYWALL WITH SEMI GLOSS PAINT (ORANGE PEEL FINISH) ALL OTHER AREAS - SKIP TROWEL/KNOCKDOWN FINSIH WITH FLAT PAINT GENERAL NOTES: 1. INSTALL SOUND INSULATION IN ALL BEDROOM, AND BATHROOM WALLS. 2. DOORS: EXTERIOR ENTRY DOOR TO BE PAINTED OR STAINED FIBERGLASS WITH TEMP GLASS SIDELITE. INTERIOR DOORS TO BE PAINTED HOLLOW CORE WOOD. 3. HARDWARE: ALL HARDWARE TO BE OF GOOD QUALITY AND COMPLY WITH FAIR HOUSING ACT STANDARDS. 4. CABINETS: HEIGHT OF KITCHEN COUNTERTOPS TO BE 34" A.F.F. FIELD VERIFY ALL DIMENSIONS AND COORDINATE FINAL CABINET DESIGN WITH OWNER PRIOR TO MANUFACTURE OF CABINETS. 5. GENERAL CONTRACTOR TO HAVE FRAMING SUBCONTRACTOR INSTALL P.T. 2 X 8 SOLID BLOCKING AT 33" A.F.F.AT ALL TOILET, TUB AND SHOWER LOCATIONS FOR OPTIONAL MOUNTING OF HANDICAPPED GRAB RAILS. UNIT 1 & 5 LIVING 1.448 SQ. FT. GARAGE 434 SQ. FT. TOTAL 1,882 SQ. FT. UNIT 2,3 & 4 1 ST FLOOR 876 SQ. FT. 2ND FLOOR 1,087 SQ. FT. LIVING 1,963 SQ. FT. GARAGE 434 SQ. FT. TOTAL 2,397 SQ. FT. FIRST FLOOR PLAN SHEET OF 16 SHEET h J 0 LL w J >m 0 uj w4 > ® ALA a z 0. V W w 0 0� Q I 00 U z AA 3 VJ 0 Lu � 3 w � z Q a 0 a z w z lamp— DRAWN MB CHECKED MK DATE 02-26-04 SCALE AS SHOWN JOB NO. 23002 SHEET OF 16 SHEET h J PROVIDE RIDGE VENTS AT EACH UNIT FIBERGLASS SHINGLES ON 15 L9, DRY -IN OVER 5/8- COX PLYWD RAISED STUCCO -- BANDS dc KEYSTONE 1" THICK X V -O" WIDE RAISED STUCCO BAND 2'-0" ABOVE GRADE FLASHING &- SEAL PROPERLY RAISED STUCCO"-" BANDS & COLUMN ACCENTS AT ENTRY EAST ELEVATION FIBERGLASS SHINGLES ON 15 L9. DRY -IN OVER 5/8- COX PLYWD RAISED STUCCO -_ BANDS & KEYSTONE mom 0 ON to MEI ONO NE ION SO STUCCO ON ' CONC, BLOCK PROVIDE RIDGE VENTS AT EACH UNIT NOTES: 1. CONTRACTOR TO INSTALL A GUTTER AND DOWNSPOUT SYSTEM AROUND ENTRY ACCESS AREAS AT FRONT OF ROOF. 2. PROVIDE PRESSURE TREATED WOOD DECK OFF REAR OF HOUSE. 3. ALL EXTERIOR DOORS AND WINDOWS TO BE R40 WIND RESISTANT AND BE INSTALLED TO MANUFACTURER'S SPECIFICATIONS TO MEET WIND LOAD REOUIREMENTS. 4. PROVIDE EACH UNIT WITH A RIDGE VENT OR OFF RIDGE VENT AS REQUIRED TO MAINTAIN 4'-O" CLEARANCE FROM FIRE -RATED PLYWOOD AT TENANT SEPARATION WALL RAISED STUCCO -- BANDS BANDS & COLUMN ACCENTS AT ENTRY 12 4 Fl_' FLASHING & SEAL PROPERLY -- RAISED STUCCO SANDS & KEYSTONE TOP OF----\ TIE BEAM MMM No Ll NJ 11 --mom STUCCO ON CONC. BLOCK WEST ELEVATION 12 — — — — — — — — — — 4 — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — --- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — -- -- — — — — I ---------- ---------- - — — — — — 12 FLASHING 4 - — — — — — — — — — -- A I 1_1 I I I i -------------- - - - - - - - - - - - - - i7 - - - - - - - - - - - - - - ----------------------- - ----------- __1 7 16/0 x 7/0 O.H.D. 16/0 X 7/0 O.H.D. IF RAISED STUCCO SANDS KEYSTONE- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - --- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - — - - - - - - - - - 11" THICK X l' -O" WIDE RAISED STUCCO BAND 2'-0" ABOVE GRADE 1 "THICK RAISED S 2'--0" AE ME ME MENI ON I mom STUCCO ON' CONC. BLOCK FD� 16/0 X 7/0 O.H.D. El- 16/0 lF_ 16/0 X 7/0 O.H.O. ED If a-4 m FA -1 � A-1 io'-o* Dona F F-1 FDj E-1 16/0 X 7/0 O.H.D. jul 'PROVIDE ARCHED ---- PRECAST LINTEL & LINTEL BLOCK TIE BEAM AT ENTRY. :E16" BELOW SECOND FLOOR TIE BEAM TIE NORTH ELEVATION INTO GARAGE TIE BEAM. 1/8" = 1,-o" IN PROVIDE RIDGE VENTS AT EACH UNIT FIBERGLASS SHINGLES ON 15 LIS. DRY -IN OVER 5/8" COX PLYWD —RAISED STUCCO BANDS & COLUMN ACCENTS AT ENTRY STUCCO ON CONC, BLOCK ---RAISED STUCCO BANDS & KEYSTONE 1" THICK X l' -O" WIDE RAISED STUCCO BAND 2'-0" ABOVE GRADE STUCCO ON ' CONC. BLOCK CONC. — BLOCK _ WOOD DECK SOUTH ELEVATION 032- SHEET 40m% 45 OF 16 SHEET %mmmmmmmloo 0 -i LL >m 0 Lu > 0 All W z < I 0 W w 0 0 LL 0 z JA V; 0 W W z dlmo- z 0 z ri LW z j0pMMMrD)RMAWMNMM"%k MEI CHECKED MK DATE 02-26-04 SCALE AS SHOWN JOB NO. 23002 SHEET 40m% 45 OF 16 SHEET %mmmmmmmloo MASONRY CONTRACTOR TO DETERMINE WHEN STEMWALL FOOTING (F -1A) IS NEEDED AND WHAT POINT TO MAKE TRANSITION TO MONLITHIC FOOTING (F-1) F-4 uo v INDICATES LOCATION OF #5 REINFORCING AT CONC. FILLED CELL LOCATIONS. SEE FLOOR PLAN FOR EXACT LOCATIONS 12 4 I \MASONRY BEARING WALL I d ---------- M I O N I N I I 1 FLOOR TRUSS 8c DECKING FORMED Sc POURED RAKE BEAM TO BE APPROXIMATELY 1" LESS THAN SLOPE OF TRUSS. TWO—HOUR FIRE RATED '/MASONRY,"'�I TENANT PARTITION WALL MRINKER T-12 CONC. BLOCK (TEST NO. 8-2-12)FORMED 8c POURED RAKE BEAM TO UNDERSIDE OF ROOF co IDECK. USE SINGLE TRUSS AS TEMPLATE TO MATCH 4:12 SLOPE I o, WALL TENANT PARTITION WALL ELEVATION 1/8"=11-0" FOOTING SCHEDULE MK. D X W REINF. F-1 16" X 12" 2 - #5 BARS F -1A 10"X 20" STEMWALL 2 - #5 BARS F-2 16" X 20" 3 - #5 BARS F -2A 12"X 24" STEMWALL 3 - #5 BARS F-3 12" X 16" 2 - #5 BARS F-4 16"X 20" 3 - #5 BARS F-5 24" X 36" SQ. 4 - #5 BARS E.W. F-6 8"X 8" 1 - #5 BAR V-0" FF -11 o - oar U 2-#5 M F-3 0 wm a8 0 1 \� 4" CONC. SLAB a W/610/10 W.W.F. `v W W/64 I I CLEAN, COMPACTED a TERMITE TREATED FILL GRADE GRADE I 3-#5 1 _e" 3-#5 I 8" CONC. BLOCK STEMWALL WITH #5 VERTICAL REINFORCING ® 36' O.C., ALL CELLS FILLED F-2 FF=2 SOLID WITH CONC. (HEIGHT AS — "' REQUIRED TO ACCOMMODATE CLD CURB GRADING REQUIREMENTS) 2 - #5 CONT. FAA STEMWALL OPTION F-3 @ STEPDOWN 2-#53 MASONRY CONTRACTOR TO DETERMINE WHEN STEMWALL FOOTING (F -2A) IS REQUIRED FOR GRADE CHANGE AND AT WHAT POINT IS IT POSSIBLE TO MAKE TRANSITION TO MONLITHIC FOOTING (F-2) / 29•-4" F-4 FOOTING DETAILS ------------ E.W. -------- --E.W. 3'-0" So. F-5 1/Y -1'-0" F -2A STEMWALL OPTION CULTURED MARBLE WALL PANELS ON DURA ROCK WALL BOARD (USE DURAROCK AT ALL WET LOCATIONS) 1/2" DRYWALL ON - 2 X 4 STUDS ® 16•' O.C. (USE P.T. WOOD ALL WET LOCATIONS) EXISTING CONC. SLAB TO REMAIN NEW 4" CONC. SLAB W/FIBERMESH n ■ ■ ■ ■ ■ ■ ■ ■ n ■ ■ ■ ■ ■ • ■r ■ II ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ /15 I i \\ — - - — — — —0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -1 — F— 1 OR F— 1 A 1--1 OR F— 1 I I I F=2 OR F -2A F-2 O F—:2A I F-2 R F -2A F-2 OR F -2A Im I rF-2 O F -2A F-2 OR F -2A i( i \;\ F— 1 OR F— 1 A F— 1 OR F— 1 A I ■ II ■ I // �i I ii �I�I Iil� iil�l� \�\ QI Q I// ( II I I I PROVIDE 4"0 III I I I II) \\ 4" CONC. SLAB IL PVC CHASE II I III µ \1 LL IIL I // W/FIBERMESH ON I I UNDER SLAB II /III III iIII I I II III(I III IIIII III \\ PROVIDE N PROVIDE 4"0 VAPOR BARRIER OVER (TYP. EACH UNIT) PCCHASE O � OUO PVC CHASE UNDER SLAB TERMITE TREATED FILL (TYP. EACH UNIT) � III 5'-0" ■ s' -o" - (TYP. EACH UNIT) L II /2 __ I;, [� I M II I M II I I \ 1 F1/2°■I /, I III III VIII III o\ I I I4" RECESS IN I I I II II I I III I I �SLAB4" RECESS INSLAB FOR SHOWER I/lL -8 11-0 - 5'-81'-0" 5'-8 I�ci FOR SHOWER 1TSL_O�P-EI I I1" SLOPE I r 2'-4" 1,-8" 4 ---"- i t _)�� `v ,• i�1 IIS II II J rr---�r--- 1 11 _ 4.L--■ F-3 F-3 [F-3 , O ("- — — — — -, !L•--�; I d O � — — I I I \ , N I, I11 - J IL I I 4--- - i II i I i.--------- i I �y \�- ■ --�/ 111 IIS o o -- ---- I ILII o------ L -III; I; U N PLUMBING PLUMBING L__ J I I L ' I I (�- �� — i_ - h I'IXTURE /FIXTURE., , i— +1--) i -� =� I L -h I I — — — — IT �— — — — — — — -I \ L__J — — LOCATIONS Q CONC. F-3 6x6 10/10 W.W.F. I ;4 ®= L F-3 in CLEAN, I iw COMPACTED 3°_341 1 �O TE `1.. cn "o a 12" 2 N 1 W CONC. BLOCK 1 N STEMWALL WITH 1 ` M i I VERTICAL `` L -, 2 IS REINFORCING#5 ■ F-6 t: •• ■ / • I II � • , WITH CONC. I _ --F-1 ---� - F-1 --- -- — J REQUIRED a I lL F-1 TO ACCOMMODATE REQUIREMENTS) N 1 CONT.GRADING �. F -2A STEMWALL OPTION CULTURED MARBLE WALL PANELS ON DURA ROCK WALL BOARD (USE DURAROCK AT ALL WET LOCATIONS) 1/2" DRYWALL ON - 2 X 4 STUDS ® 16•' O.C. (USE P.T. WOOD ALL WET LOCATIONS) EXISTING CONC. SLAB TO REMAIN NEW 4" CONC. SLAB W/FIBERMESH n ■ ■ ■ ■ ■ ■ ■ ■ n ■ ■ ■ ■ ■ • ■r ■ II ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ /15 I i \\ — - - — — — —0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -1 — F— 1 OR F— 1 A 1--1 OR F— 1 I I I F=2 OR F -2A F-2 O F—:2A I F-2 R F -2A F-2 OR F -2A Im I rF-2 O F -2A F-2 OR F -2A i( i \;\ F— 1 OR F— 1 A F— 1 OR F— 1 A I ■ II ■ I // �i I ii �I�I Iil� iil�l� \�\ QI Q I// ( II I I I PROVIDE 4"0 III I I I II) \\ 4" CONC. SLAB IL PVC CHASE II I III µ \1 LL IIL I // W/FIBERMESH ON I I UNDER SLAB II /III III iIII I I II III(I III IIIII III \\ PROVIDE N PROVIDE 4"0 VAPOR BARRIER OVER (TYP. EACH UNIT) PCCHASE O � OUO PVC CHASE UNDER SLAB TERMITE TREATED FILL (TYP. EACH UNIT) � III 5'-0" ■ s' -o" - (TYP. EACH UNIT) L II /2 __ I;, [� I M II I M II I I \ 1 F1/2°■I /, I III III VIII III o\ I I I4" RECESS IN I I I II II I I III I I �SLAB4" RECESS INSLAB FOR SHOWER I/lL -8 11-0 - 5'-81'-0" 5'-8 I�ci FOR SHOWER 1TSL_O�P-EI I I1" SLOPE I r 2'-4" 1,-8" 4 ---"- i t _)�� `v ,• i�1 IIS II II J rr---�r--- 1 11 _ 4.L--■ F-3 F-3 [F-3 , O ("- — — — — -, !L•--�; I d O � — — I I I \ , N I, I11 - J IL I I 4--- - i II i I i.--------- i I �y \�- ■ --�/ 111 IIS o o -- ---- I ILII o------ L -III; I; U N PLUMBING PLUMBING L__ J I I L ' I I (�- �� — i_ - h I'IXTURE /FIXTURE., , i— +1--) i -� =� I L -h I I — — — — IT �— — — — — — — -I \ L__J — — LOCATIONS Q ■ .I F-3 I I I ;4 -3 •�I FIL L F-3 in I iw 3°_341 1 �O ■ Ii `1.. cn "o a 12" a ,! N 1 IN 1 N CURB I i M i I �� IL� `` L -, ^F-6 20'-8" ■ F-6 20'-8" ■ 7'-4" I II 8" o �I �I I _ --F-1 ---� L— F-1 --- -- — J ■ .I F-3 M iv F -3J L F-3 in iw 3°_341 1 �O 4 `1.. cn "o a N Io J F N 1 IN En II CURB I r UNIT 3 `` L -, ^F-6 20'-8" ■ F-6 20'-8" ■ 7'-4" 7'-4" 8" o CURB I o (TYP.) IL I a I lL F-1 O ■ .I 4" F-3 M iv F -3J L F-3 in N w 4 `1.. o 1104 "o a �ILI I IIn-N N 1 IN En II CURB ILL r (TYP.) LL L� ^F-6 20'-8" ■ F-6 20'-8" ■ 7'-4" 7'-4" ■ 8" LL 8" ■ IL I --E— — a I ■ .I 4" F-3 N w "I o 1104 L�� 00a, J rJ IIP .� IN II CURB I r (TYP.) LL L� rJI.L 20'-8" a S" 20'-8" o ' LL Ni F-1--- J I --E— — a I lL F-1 O ■ .I 4F_3 N a o 1104 �I IIP .� J E CURB 11 r (TYP.) 20'-8" a o ' LL Ni F-1--- J I --E— — a — ■ ■■ `° UNIT 1 ■■ UNIT 2 0D ■• E- �� UNIT 3 � - _ - -J—�°° UNIT 4 �— '10 UNIT 5 I. 20'-0" L 16'-0" 5'-4" 1 V-0" 3'-0" 15'-4" 3'-0" 1 B -0" 3'-0" 7'-4" 3'-0" 16'-0" 5'-4" 16 -0" :!0'-0" NOTES: 1. FOUNDATION SUBCONTRACTOR TO FIELD VERIFY EXISTING AND REQUIRED GRADES ADJACANT TO BUILDING TO DETERMINE IF STEMWALL OR MONOLITHIC FOOTING. 2. PLUMBING SUBCONTRACTOR TO INSTALL PVC CHASE UNDER SLAB TO REAR OF RESIDENCE (4-0. COORDINATE WITH A/C SUBCONTRACTOR FOR REQUIREMENTS. 3. CONSTRUCT ENTRY PORCH ON SINGLE STORY UNITS TO HAVE 1/2" STEPOOWN FOR HANDICAPPED ACCESSIBILITY AND 1" SLOPE FOR DRAINAGE. PROVIDE DOOR WITH HANDICAPPED THRESHOLD. FOUNDATION PLAN 00 I POUR NEW RECESSED (t4") SHOWER AREA TO ACCOMMODATE CUSTOM CULTURED MARBLE SHOWER FLOOR Sc THRESHOLD. (COORIDNATE SIZE OF MARBLE WITH MFG.) (TILE AS OWNER OPTION) GROUT BASE SHOWER DRAIN 8c PLUMBING LINE MASONRY CONTRACTOR TO DETERMINE WHEN STEMWALL FOOTING (F -1A) IS NEEDED AND WHAT POINT TO MAKE TRANSITION TO MONLITHIC FOOTING (F-1) F-6 FRAMED 42" LOW WALL WITH TEMPERED GLASS TO 6'—O" SHOWER PAN MATERIAL DRAWN MB III �I I II a ' d Ni t O a I. O 2" N 1 ■SIL I I LL I ■ 8 20'-8" I I 17'-8" ■I III I ■ ■ ■■ `° UNIT 1 ■■ UNIT 2 0D ■• E- �� UNIT 3 � - _ - -J—�°° UNIT 4 �— '10 UNIT 5 I. 20'-0" L 16'-0" 5'-4" 1 V-0" 3'-0" 15'-4" 3'-0" 1 B -0" 3'-0" 7'-4" 3'-0" 16'-0" 5'-4" 16 -0" :!0'-0" NOTES: 1. FOUNDATION SUBCONTRACTOR TO FIELD VERIFY EXISTING AND REQUIRED GRADES ADJACANT TO BUILDING TO DETERMINE IF STEMWALL OR MONOLITHIC FOOTING. 2. PLUMBING SUBCONTRACTOR TO INSTALL PVC CHASE UNDER SLAB TO REAR OF RESIDENCE (4-0. COORDINATE WITH A/C SUBCONTRACTOR FOR REQUIREMENTS. 3. CONSTRUCT ENTRY PORCH ON SINGLE STORY UNITS TO HAVE 1/2" STEPOOWN FOR HANDICAPPED ACCESSIBILITY AND 1" SLOPE FOR DRAINAGE. PROVIDE DOOR WITH HANDICAPPED THRESHOLD. FOUNDATION PLAN 00 I POUR NEW RECESSED (t4") SHOWER AREA TO ACCOMMODATE CUSTOM CULTURED MARBLE SHOWER FLOOR Sc THRESHOLD. (COORIDNATE SIZE OF MARBLE WITH MFG.) (TILE AS OWNER OPTION) GROUT BASE SHOWER DRAIN 8c PLUMBING LINE MASONRY CONTRACTOR TO DETERMINE WHEN STEMWALL FOOTING (F -1A) IS NEEDED AND WHAT POINT TO MAKE TRANSITION TO MONLITHIC FOOTING (F-1) F-6 FRAMED 42" LOW WALL WITH TEMPERED GLASS TO 6'—O" SHOWER PAN MATERIAL DRAWN MB CANTILEVERED GIRDER TRUSS AT ENTRY CANTILEVERED GIRDER TRUSS AT ENTRY TENANT PARTITION WALL NOTE: ROOF PLAN UNIT 2/ UNIT 3 UNIT 4 PROVIDE 8" X 32" PRECAST LINTEL/ PROVIDE 8" X 32" PRECAST LINTEL & LINTEL BLOCK TIE BEAM WITH & LINTEL BLOCK TIE BEAM WITH 1—#5 BARS EACH COURSE (4 REQUIRED) 1—#5 BARS EACH COURSE (4 REQUIRED) BOTTOM AT 9'-4' A.F.F. ENTRY TO BOTTOM AT 9'-4" A.F.F. ENTRY TO HAVE ARCHED PRECAST LINTEL HAVE ARCHED PRECAST LINTEL (APPROX. 10'-0" RADIUS) THAT TIES IN (APPROX. 10'-0" RADIUS THAT TIES IN WITH GARAGE TIE BEAM. BOTTOM AT WITH GARAGE TIE BEAM. BOTTOM AT 8'-0" (SEE ELEVATIONS) 8'-0" (SEE ELEVATIONS) FIRST FLOUR ROOF & FLUOR FRAMING PLAN DNTRACTOR ISE AS A ') INCH O—HOUR JTILEVERED DER TRUSS ENTRY CANTILEVERED GIRDER TRUSS AT ENTRY LOCATION UPLIFT CONNECTOR TRUSS TO TIE BEAM TRUSS TO TIE BEAM FLOOR TRUSS TO LEDGER TRUSS TO (2) 2 X 4 TOP PLATE TRUSS TO (2) 2 X 4 TOP PLATE (2) 2 X 4 TOP PLATE TO WALL STUD WALL STUD TO P.T. BOTTOM PLATE P.T. BOTTOM PLATE TO FOUNDATION 1890 LBS. 3780 LBS. 870 LBS. 1565 LBS. 3130 LBS. 1075 LBS, 715 LBS. USP HTA 24 (2) USP HTA 24 USP RT 12T USP RT 24 (2) UPS RT 24 USP SPT24 USP SPT22 1/2' 0 ANCHOR BOLT @ 21' O.C. W/ 1/8" X 2" SQ. STEEL WASHERS FP rAa AdF REVISIONS DATE DESCRIPTION DRAWN MB PROVIDE A 5/8" 0 X WEDGE ANCHOR WITH MIN. EMBEDMENT (4) JAMB THRU 2 X 6 A CONC. BLOCK. o -r 17) Y R GARAGE DOOR TRACK / & SUPPORT SECURED TO 2 X 6 W/5/16" 0 X 1 3/4" LAG SCREWS (5) / 8" GLASS LOCATIONS EACH JAMB BLOCK 1/2' DRYWALL ON— STUCCO 1 X 2 P.T. FURRING I 8" X 16" CONCRETE BLOCK � 16" O.C. STUCCO ' REINFORCED FILLED CELL GARAGE DOOR DETAIL #5 BAR HOOKED FROM TIE BEAM TO TIE BEAM IN CONC. FILLED CELL AT 5"-W O.C. AND AS INDICATED ON PLANS. P.T. 2x6 LEDGER W/1/4"0 TAPCONS @ 12" O.C. 1 1/20 - 1'-0" NOTE: ALL EXTERIOR DOORS 8c WINDOWS TO BE R40 WIND RESISTANT. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. NOTE: FIRE RESISTANT 5/8" PLYWOOD TO EXTEND 4!-W EACH SIDE OF MASONRY FIREWALL. NO PENETRATIONS (PLUMBING STACKS, DRYER, EXHAUST OR RIDGE VENTS) ALLOWED THROUGH THIS AREA. FORM AND POUR RAKE BEAM TO INSTALL TRUSS EACH SIDE MATCH ROOF SLOPE OF MASONRY TENANT PARTITION WITH 2 - #5 BAR CONT. WALL. INSTALL ONE(1) DURING CONSTRUCTION FOR RAKE BEAM TEMPLATE SEAL FRAMING AT ROOF DECKING WITH APPROVED FIRE SEALANT F- PRE-ENGINEE RED LINTEL BLOCK COURSE WOOD ROOF USSES WITH 1- #5 BAR CONT. @ 24" O.C. POUR SOLID WITH RAKE A I BEAM R-30 INSULATION 1/2' DRYWALL ON 1 X 3 FURRING AT 16' O.C. 8" CONC. BLOCK -- RINKER T-12 BASE —8'X 16" DOUBLE LINTEL BLOCK TIE BEAM W/ 2 - #5'S 1W DRYWALL ON 1 X 2 P.T. FURRING @ 16' O.C. OVER RIGID INSULATION _ _�` STUCCO \ REGLET TYP\ HUGHES P FLASHING WITH \ SEALANT & STUCCO\ OVER 2 X BLOCKING BETWEEN TRUSSES (SECURE WITH (2)114" X 13/4' EMBEDMENT TAPCON TYPE FASTENERS) HUGHES H FIBERGLASS SHINGLES ANCHOR I ON 5/8" CDX PLYWOOD STRAP PRE -ENG WOOD TRUSSES @ 24' O.C. / R-30 INSULATION _71/ / 9'4' (GARAGE) 20" DEEP \FLOOR TRUSSES 8"X 32" TIE BEAM (PRECAST CONC. HUGHES F @ 16" O.C. LINTEL & THREE (3) COURSES OF LINTEL BLOCK W/ 1 - #5 BAR EACH '/COURSE (4 TOTAL) (2)2 X 8 P.T. LEDGER NOTE: W/ 5/8" 0 ANCHOR BOTTOM OF DOUBLE LINTEL BLOCK BOLTS @ 12" O.C. TIE BEAM W/ 2 - #5'S TO BE AT 940 A.F.F. ALL TWO-STORY WALLS FOR LEDGER LOCATION, STEP DOWN TO SINGLE STORY HEIGHT (TOP @ 9'-4") FOUNDATION TRUSS TO LEDGER SECTION 6 3 FIBERGLASS SHINGLES ON 15 LB. DRY -IN OVER 5/8" CDX PLYWOOD PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. R-30 INSULATION 1t2" DRYWALL' ON 1 X 3 FURRING @ 16" O.C. 8" CONC. BLOCK 1/2" DRYWALL ON 1 X 2 P.T. FURRING @ 16" O.C. OVER RIGID INSULATION F-4 • • • FOOTING TENANT PARTITION 2 HOUR FIRE -RATED RINKER T-12 BLOCK NO. 8-2-12 PARTITION WALL SECTION 3e F-2 3iilro ILK 1-1 n V I -1 - PU .T Z NAILS EAUH b I UU HEADER DETAIL ;2) 2 X 12 HEADER > W -W 2) 2 X 10 HEADER > 4'-6" ANCHOR STRAP :2) 2 X 8 HEADER <,V-61 2X4 2-2X4 TOP PLATE PRE -ENG WOOD FLOOR TRUSSES CO 24" O.C. R-30 INSUL. 2 X 4 WOOD STUDS @ 16" Q.C. 1/2" DRYWALL MID -HT. BOTH SIDES BRACING 2 X 4 P.T. BOTTOM PLATE 0 W/ 1t2" A.B.S @ 21" O.C. USE 1/8" X 2"SQ. STL. WASHERS P.T. 2 X 4 BASE 4" CONC. SLAB BOTTOM PLATE W/6 X 610/10 W.W.F. OVER VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL ' #5 BAR HOOKED FROM FOOTING TO TIE BEAM IN CONC. FILLED I CELL AT W -Ow O.C. AND AS INDICATED I ON PLANS. ANCHOR 3/4" T & G I i STRAP PLYWOOD GLUED & 314"T & G PLYWOOD SCREWED I SOUND GLUED & SCREWED DOUBLE LINTEL BLOCK 8"X 16' CONC. LINTEL BLOCK INSULATION TIE BEAM Wl 2 - #5'S I & PRECAST LINTEL TIE BEAM I 11'-W (2ND FLOOR) W12-#5 BARS 9'-4" I I 9'-4" 1/2" DRYWALL ON o DOUBLE LINTEL BLOCK 20" FLOOR TRUSSES I TIE BEAM W/ 2 - #5'S 20" FLOOR TRUSSES @ 24" O.C. I@ 24- O.C. STUCCOI @ 24" O.C. SIWOOD TRUSSES 1/2" DRYWALL ON 1/2" DRYWALL ON 1 X 3 T @ 24' O.C. 1 X 3 FURRING AT FURRING @ 16" O.C. P CAST CONIC, SILL 16" O.C. (2)2 X 8 P.T. LEDGER I I W/ 5/8'0 THRU BOLTS 1/2' DRYWALL ON (2)2 X 8 P.T. LEDGER @ 12" O.C. USE 2" SQ. WASHERS 1 X 2 P.T. FURRING W/ 5/8" 0 ANCHOR BOLTS W/ RIGID INSUL BW . ( / R-30 @ 16" O.C. OVER @ 12" O.C. INSULATION RIGID iNSULATION 1/2" DRYWALL ON 1 X 2 P.T. FURRING @ 16" O.C. OVER RIGID INSULATION F-4 • • • FOOTING TENANT PARTITION 2 HOUR FIRE -RATED RINKER T-12 BLOCK NO. 8-2-12 PARTITION WALL SECTION 3e F-2 3iilro ILK 1-1 n V I -1 - PU .T Z NAILS EAUH b I UU HEADER DETAIL ;2) 2 X 12 HEADER > W -W 2) 2 X 10 HEADER > 4'-6" ANCHOR STRAP :2) 2 X 8 HEADER <,V-61 2X4 2-2X4 TOP PLATE PRE -ENG WOOD FLOOR TRUSSES CO 24" O.C. R-30 INSUL. 2 X 4 WOOD STUDS @ 16" Q.C. 1/2" DRYWALL MID -HT. BOTH SIDES BRACING 2 X 4 P.T. BOTTOM PLATE 0 W/ 1t2" A.B.S @ 21" O.C. USE 1/8" X 2"SQ. STL. WASHERS P.T. 2 X 4 BASE 4" CONC. SLAB BOTTOM PLATE W/6 X 610/10 W.W.F. OVER VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL SHEARWALL SECTION 4 3 DOUBLE LINTEL BLOCK 3 TIE BEAM W/ 2 - #5'S 3 NOTE: BOTTOM OF DOUBLE LINTEL BLOCK TIE BEAM W/ 2 - #5'S TO BE AT W-4" A.F.F. ALL TWO-STORY WALLS FOR LEDGER LOCATION, STEP DOWN TO SINGLE STORY HEIGHT (TOP @ 9'-4") GRADE 4" CONC. SLAB W/FIBERMESH I W CONC. BLOCK s I' STEMWALL WITH #5 I VERTICAL REINFORCIN I @ 36" O.C., ALL CELLS FILLED SOLID WITH CONC. I (HEIGHT AS REQUIRED I TO ACCOMMODATE GRADING REQUIREME S) I I x a . 3-#5CO 3 2'-0" F -2A TWO-STORY STEMWALL FOOTING OPTION AT GRADE CHANGE 1/2' DRYWALL ON 1 X 2 P.T. FURRING @ 16' O.C. WITH RIGID INSULATION BETWEEN F-3 FOOTING 3'-8" HIGH HANDRAIL AT LANDING 5/8" TYPE'(" DRYWALL ON UNDRESIDE OF STAIR (3) 2 X 12 STRINGER NOTE: HANDRAIL TO RESIST A 200 LB. CONCENTRATED LOAD IN ANY DIRECTION. (3) 2 X 12 STRINGERS 7 3/8" RISERS 11" TREADS (2 X 12) P.T. 2 X 4 PICKETS @ 4" O.C. USE 1" 0 PICKETS INTERIOR BEARING WALL STAIR SECTION TENANT PARTITION WALL NOTE: GENERAL CONTRACTOR TO COORDINATE WITH MASONRY SUBCONTRACTOR & TRUSS 7 COIrIPANY TO PROVIDE TRUSS AT RAKE BEAM.. s 25" LAP TO USE AS A TEMPLATE FOR RAKE BEAM. 3 C014STRUCT RAKE BEAM ONE (1 ") INCH BELOW TRUSS. SEAL ALL GAPS WITH FIRE ~ �.; ;">;. CAST IN PLACE PROOF CAULK. TWO—HOUR FIRE RATING, RAKE BEAM RINKER T-12 BLOCK (FIRE TEST NO. 8-2-12) ,. \` ` W/2-#SCONT. �. '�.:. VERTICAL REINF. IN SOLID GROUTED CELL W/1-#5 BAR (25" LAP) 1 v: '- 4" 'w. .NTE 7 4 1 FIBERGLASS SHINGLES / 30 YEAR WARRANTY) ON 30 LB. DRY -IN OVER FIM 5/8" CDX PLYWOOD ANCHOR STRAP SPACING � 48" O.C. OCHAP 8" X 16" (TWO COURSES) ALUM. ORIP EDGE ��� CONC. FILLED LINTEL & FASCIA ON 2 X DETAIL AT RAKE BEAM BLOCK TIE BEAM SUB FASCIA fir- r ( ) 8" X 16" CONC. LINTEL BLOCK � TIE BEAM W/ 2 - #5 BARS IENTED SOFFITOUBLE LINTEiL BLOCK IE BEAM Wl 2 - #51S I �` 61-V I I 1/2' DRYWALL ON 1 X 3 FURRING PRECAST LINTEL Wl 1 - #5 BAR I AT '16' O.C. I (USE 245 BARS IN OPENINGS OVER I 6'-W) STUCCO � I WDW 4" CONC. SLAB W/6 X 610/10 W.W.F. I ON VAPOR BARRIER OVER CLEAN COMPACTED I TERMITE TREATED FILL I a^ GRADE F-1 4 FOOTING SHEARWALL e WALL SECTIONS& DETAILS i SILL PRECAST CONC. SILL 1/2" DRYWALL ON 1 X 2 P.T. J FURRING @ 16" O.C. W/ RIGID INSUL. BWT. I #5 BAR HOOKED FROM FOOTING \ \ I STUCCO TO TIE BEAM IN CONC. FILLED CELL AT 4'-0' O.C. AND AS INDICATED ON PLANS. 4" CONC. SLAB W/FIBERMESH ILI 8" CONC. BLOCK F7 GRADE DETAIL AT OPENINGS STEMWALL WITH #5 IE VERTICAL REINFORCIN @ 36' O.C., ALL CELLS 1 FILLED SOLID WITH CONC. (HEIGHT AS REQUIRED TO ACCOMMODATE I 3 GRADING REQUIREMENTS) I NOTES: ° 1. GENERAL CONTRACTOR TO INSTALL SEAMLESS ALUMINIUM GUTTER SYSTEM WITH DOWNSPOUTS AROUND ENTRY AREA. COLOR TO MATCH FASCIA. 00, 2-#5 NT. 1 —8" 3" 1/2" -1'-0" F -IA STEMWALL FOOTING OPTION AT GRADE CHANGE 0 � p4k U DRAWN MB EMBEDDED ANCHOR STRAP--�- @24'O.C. 1/2" DRYWALL / \ 20'-V (2ND FLOOR) ALUM. DRIP EDGE '— �� ON P.T.1 X 2 STRIP I' ON 1 X FASCIA OVER F ON 2 X SUB FASC I I VENTED VINYL SOFFIT DOUBLE LINTEL BLOCK 8"X 16' CONC. LINTEL BLOCK I TIE BEAM Wl 2 - #5'S I & PRECAST LINTEL TIE BEAM I W12-#5 BARS AL M. WINDOW 1/2" DRYWALL ON o I 1 X 2 P.T. FURRING PRE-ENGINEERED @ 16" O.C. I WOOD TRUSSES PRE-ENGINEERED STUCCOI @ 24" O.C. SIWOOD TRUSSES T @ 24' O.C. I P CAST CONIC, SILL 1!Z" DRYWALL I ON 1 X2 P.T. I FURRING @ 16" O.C. 9'-4" W/ RIGID INSUL BW . ( / R-30 ( INSULATION NOTE: I #5 BAR HOOKED FROM FOOTING I BOTTOM OF DOUBLE LINTEL BLOCK 1/2" DRYWALL" TO TIE BEAM IN CONC. FILLED TIE BEAM Wl 2 - #5'S AT TENANT ON 1 X 3 FURRING CELL AT 5"-0" O.C. AND AS INDICATED PARTITION TO STEP UP TO 10'-W A.F.F. @ 16" O.C. I ON PLANS. ONCE RAKE OF ROOF CAN ACCOMMODATE HEIGHT FOR LEDGER LOCATION. DETAIL AT WINDOW 8" X 8"X 16" CONC. BLOCK SHEARWALL SECTION 4 3 DOUBLE LINTEL BLOCK 3 TIE BEAM W/ 2 - #5'S 3 NOTE: BOTTOM OF DOUBLE LINTEL BLOCK TIE BEAM W/ 2 - #5'S TO BE AT W-4" A.F.F. ALL TWO-STORY WALLS FOR LEDGER LOCATION, STEP DOWN TO SINGLE STORY HEIGHT (TOP @ 9'-4") GRADE 4" CONC. SLAB W/FIBERMESH I W CONC. BLOCK s I' STEMWALL WITH #5 I VERTICAL REINFORCIN I @ 36" O.C., ALL CELLS FILLED SOLID WITH CONC. I (HEIGHT AS REQUIRED I TO ACCOMMODATE GRADING REQUIREME S) I I x a . 3-#5CO 3 2'-0" F -2A TWO-STORY STEMWALL FOOTING OPTION AT GRADE CHANGE 1/2' DRYWALL ON 1 X 2 P.T. FURRING @ 16' O.C. WITH RIGID INSULATION BETWEEN F-3 FOOTING 3'-8" HIGH HANDRAIL AT LANDING 5/8" TYPE'(" DRYWALL ON UNDRESIDE OF STAIR (3) 2 X 12 STRINGER NOTE: HANDRAIL TO RESIST A 200 LB. CONCENTRATED LOAD IN ANY DIRECTION. (3) 2 X 12 STRINGERS 7 3/8" RISERS 11" TREADS (2 X 12) P.T. 2 X 4 PICKETS @ 4" O.C. USE 1" 0 PICKETS INTERIOR BEARING WALL STAIR SECTION TENANT PARTITION WALL NOTE: GENERAL CONTRACTOR TO COORDINATE WITH MASONRY SUBCONTRACTOR & TRUSS 7 COIrIPANY TO PROVIDE TRUSS AT RAKE BEAM.. s 25" LAP TO USE AS A TEMPLATE FOR RAKE BEAM. 3 C014STRUCT RAKE BEAM ONE (1 ") INCH BELOW TRUSS. SEAL ALL GAPS WITH FIRE ~ �.; ;">;. CAST IN PLACE PROOF CAULK. TWO—HOUR FIRE RATING, RAKE BEAM RINKER T-12 BLOCK (FIRE TEST NO. 8-2-12) ,. \` ` W/2-#SCONT. �. '�.:. VERTICAL REINF. IN SOLID GROUTED CELL W/1-#5 BAR (25" LAP) 1 v: '- 4" 'w. .NTE 7 4 1 FIBERGLASS SHINGLES / 30 YEAR WARRANTY) ON 30 LB. DRY -IN OVER FIM 5/8" CDX PLYWOOD ANCHOR STRAP SPACING � 48" O.C. OCHAP 8" X 16" (TWO COURSES) ALUM. ORIP EDGE ��� CONC. FILLED LINTEL & FASCIA ON 2 X DETAIL AT RAKE BEAM BLOCK TIE BEAM SUB FASCIA fir- r ( ) 8" X 16" CONC. LINTEL BLOCK � TIE BEAM W/ 2 - #5 BARS IENTED SOFFITOUBLE LINTEiL BLOCK IE BEAM Wl 2 - #51S I �` 61-V I I 1/2' DRYWALL ON 1 X 3 FURRING PRECAST LINTEL Wl 1 - #5 BAR I AT '16' O.C. I (USE 245 BARS IN OPENINGS OVER I 6'-W) STUCCO � I WDW 4" CONC. SLAB W/6 X 610/10 W.W.F. I ON VAPOR BARRIER OVER CLEAN COMPACTED I TERMITE TREATED FILL I a^ GRADE F-1 4 FOOTING SHEARWALL e WALL SECTIONS& DETAILS i SILL PRECAST CONC. SILL 1/2" DRYWALL ON 1 X 2 P.T. J FURRING @ 16" O.C. W/ RIGID INSUL. BWT. I #5 BAR HOOKED FROM FOOTING \ \ I STUCCO TO TIE BEAM IN CONC. FILLED CELL AT 4'-0' O.C. AND AS INDICATED ON PLANS. 4" CONC. SLAB W/FIBERMESH ILI 8" CONC. BLOCK F7 GRADE DETAIL AT OPENINGS STEMWALL WITH #5 IE VERTICAL REINFORCIN @ 36' O.C., ALL CELLS 1 FILLED SOLID WITH CONC. (HEIGHT AS REQUIRED TO ACCOMMODATE I 3 GRADING REQUIREMENTS) I NOTES: ° 1. GENERAL CONTRACTOR TO INSTALL SEAMLESS ALUMINIUM GUTTER SYSTEM WITH DOWNSPOUTS AROUND ENTRY AREA. COLOR TO MATCH FASCIA. 00, 2-#5 NT. 1 —8" 3" 1/2" -1'-0" F -IA STEMWALL FOOTING OPTION AT GRADE CHANGE 0 � p4k U DRAWN MB FROM FOOTING TO TIE BEAM IN CONC. FILLED CELL TYPICAL AT CORNERS, EACH SIDE OF OPENINGS, AT 5'-0" O.C. AND AS INDICATED ON DRAWINGS FLOOR PLAN UNIT 1 1/411 = 1 9s0.9 a TILE TILE SEAT SEAT o FZI-A HANDICAP AREA INDICATES HANDICAPPED APPROACH/MAN UEVERI NG AREA (30" X 48") UNIT 5 F KUM F UU I INU I V TIE BEAM IN CONC. FILLED CELL TYPICAL AT CORNERS, EACH SIDE OF OPENINGS, AT 5'-0" O.C. AND AS INDICATED ON DRAWINGS DRAWN MB x no et PRESSURE TREATED WOOD DECK (SIZE PER OWNER OPTION) 29'-4" 8" 4" 8" 18'-4" 10'-0" 5'-2" 8'-0" Je 5'—of, r 2' 6„ I I I I I AH U 16 T'S 0 10" EA. = 13'-4" 17 RISERS 0 7 3/8" EA. ch AT AAD DIANODING)NAL RISER WH UNDERSIDE OF l STAIRWAY TO HAVE 5/8" TYPE "X" DRYWALL GARAGE x d - I i� A SH 24 N I N 21068 I a" x d' I FOYER cn 00 I LO 0 M LO x co 0 I SIDELITE M 4'-4" 2'-4" FRAME OUT AS 40 REQUIRED FOR 8" PLUMBING CHASE ' V) FROM 2ND FLOOR x M s = 21068 I a" FOYER cn x 3 x co 3068 8c 7A SIDELITE 4'-4" 2'-4" 0 1 40 in 8" 21068 V) LINE OF x ROVIDE THREE (3) :5; SECOND �I REINFORCED CONC. V) FLOOR 0 FILLED CELLS FOR m ABOVE BEARING OF SECOND FLOOR TIE BEAM 16/0 X 7/0 O.H.D. [D] 20'-8" 7'-4" 8' 8„ 8„ FIRST FLOOR PLAN UNIT 2 1/419 = 1._0,. 0 I 0 11 W vzjz HANDICAP AREA Hr -r r- %—.P /"fit. rl/ 1vl/'1iVlJ G_ v{—,.,, VV AREA (30" X 48") FEW 29'-4" 4" 12'-4" 16'-0" 6'-4" SW SW AA SW 111111111111114111 SH 25 SH 25 EGRESS EGRESS r UNIT 2 1/411 = 1 9_019 DRAWN MB CHECKED a" 8'-10" 3'-2" 3 4068 4068 21068 V) PKT II 2868 4" — 1'-4" R & S40 ;:; :..— 3• 0„ 2668 MIR `t TUB 00 00 BATH O Z 0 _j _ -- 2668 4 V) J "` TUB 0 KNEE x Oj .. SPACEro .:. ' a' . ..% 2868 BATH -- 3'-0" HALL 3'-6" HIGH MIR. HANDRAIL DN 2/O TEMP HE WAW FRAME OUT AS 3'-8" — REQUIRED FOR PLUMBING CHASE 2668 DOWN = 0 I TEMP GLASS I I ENCLOSURE • A/C CHASE COORDINATE 00 I ( L — ON 42" HIGH SIZE REQUIREMENTS 0 LOW WALL 2'-4" WITH SUBCONTRACTOR I ( 3 V)(n 4" I � � ( I � ATTIC LOFT CLOS. I o ACCESS ": I r 20" X 36" MINIMUM DoO I I I UNIT S3 HR 6030 SW I 3'-4" 4'-0" EGRESS I 40 SII 19'-4" V 6•-8„ 4" I4" I II 8„ II GARAG I I BELLOWE I I I I----------_j r UNIT 2 1/411 = 1 9_019 DRAWN MB CHECKED PRESSURE TREATED WOOD DECK (SIZE PER OWNER OPTION) J. 29'-4" 28'-8" ,01 SW LIVING t1ti w It �� ( V) 17'-8" a 5'-4- 'ti 11 w I 1 .1 114 MIR FRAME OUT AS 2068 REQUIRED FOR PLUMBING CHASE 21068 tK DOWN . . . . . . . . . . . . . . . . cn 00 (o (n21068 8 8c S3 olD6E LITE 0#2'-0" o.. 4'-4' 4 o LINE OF SECOND o FLOOR ABOVE FZ1 7'-4- U. 91 50688 068 SGD 1—cl DINING RAISED BREAKFAST BAR DW 00 L0 1 4" 4" 010 - 3068 21068 REF. w PAN. LAU N. .. ..... ... r— -T r - I D 16 T'S 0 10" EA. = 13'-4" 40 17 RISERS 0 7 318" EA. AHU (ONE ADDITIONAL RISER AT LANDING) (n UNDERSIDE OF STAIRWAY TO HAVE 5/8" TYPE "X" DRYWALL GARAGE --PROVIDE THREE (3) REINFORCED CONC. FILLED CELLS FOR BEARING OF SECOND FLOOR TIE BEAM [b] 16/0 X 7/0 O.H.D. 20'-8" FIRST FLOOR PLAN UNIT 3&4 1/4fv = 1'-O" 29'-4" 8" 4" it 16'-0" L- 40 40 do 7'-6" fA A 00 SW SW 00 Is % V I I I I I I I I I I I lifli I I I I I I I I 101i SH 25 EGRESS I 0 MBDRM 12'-4" AA SH 25 EGRESS 6'-4" SW 8" 4 3'-2" 8'-10" T 4068 4068 286 1 9 4" IF0, J#J* 3'-4" J#J#— R S 3'-0o' . . . . . . . . 2668 IR. 77 7.777- 0 TUB 00 r 00 0 c Z 0 BA M 0 TUB 00 0 K EE 2668 SP 5,CE BATH m 2868 % /--3'-6" HIGH HALL MIR. % HANDRAIL 00 2/0--- n I TEMP DNi 00 of LOW FRAMEOUT AS m 41 H WALL REQUIRED FOR PLUMBING CHASE 2668,1 DOWN ro TEMP GLASS I 2868 ENCLOSURE ON 42" HIGH ATTIC ACCESS LOW WALL - t 20"X 36" MINIMUM 2' ul b BDRM-3 V) CLOS. i * - 4" OFFICE co 0- NOOK 0! 10121 of 00 oD o0 orn �HRSW 6030 e— 3'-4" EGRESS * 6'-8- ILI I 6'-0- 12'-8"2'-4" kle J# A/C CHASE COORDINATE 8. Z4 I SIZE REQUIREMENTS 4" 4" WITH SUBCONTRACTOR GARAGE BELOW L L HANDICAP AREA INDICATES HANDICAPPED APPROACH/MANUEVERING AREA (30" X 48") SECOND FLOOR PLAN g?q DRAWN NIS ;61 0: 0 J LL w z w 0. z 4 0 z P x 0 J LL .J W Q Z U w a U DRAWN MB CHECKED 1 I 1/2" CONDUIT STUBOUT FOR TELEPHONE & CABLE PHONE k8LE 'ICE LS FIRST FLOOR ELECTRICAL PLAN UNIT 2 1/411 = 11-011 I� II II II ( ( I I I I I ( it II II II II II II II SECOND FLOOR ELECTRICAL PLAN UNIT 2 1/411 _ 19 -OWI LEGEND EXHAUST FAN I I SURFACE MTD. FLUORESCENT LT. V017 N (O INCANDESCENT LIGHT FIXTURE N RECESSED OR SURFACE MTD. F, r. FAN/LT. FI SINGLE POLE SWITCH FAN/LT. 3 -WAY SWITCH ("D" INDICATES DIMMER) SD f: 120 VOLT DUPLEX OUTLET SD 120 VOLT DUPLEX OUTLET Y WEATHERPROOF G.F.I. GF_h � 120 VOLT DUPLEX OUTLET W/GROUND FAULT INTERRUPTER Q 1 6` TELEPHONE OUTLET FI SMOKE DETECTOR (INTERCONNECTED) N —0 TELEVISION � GI O � V.P. E.F. — — O V.P. A SD 3 CO E.F. r> CoB V.P. N I I I I I ( FAN/LT. I I I I I I I I I I I I I TI - I� II II II ( ( I I I I I ( it II II II II II II II SECOND FLOOR ELECTRICAL PLAN UNIT 2 1/411 _ 19 -OWI 4"LL LEGEND EXHAUST FAN �.J SURFACE MTD. FLUORESCENT LT. V017 FLOOD/SECURITY LIGHT (O INCANDESCENT LIGHT FIXTURE TT RECESSED OR SURFACE MTD. F, r. JUNCTION BOX (FAN) FI SINGLE POLE SWITCH a 3 -WAY SWITCH ("D" INDICATES DIMMER) DISCONNECT SWITCH f: 120 VOLT DUPLEX OUTLET w GFIO 120 VOLT DUPLEX OUTLET Y WEATHERPROOF G.F.I. GF_h � 120 VOLT DUPLEX OUTLET W/GROUND FAULT INTERRUPTER Q 220 VOLT OUTLET 6` TELEPHONE OUTLET SD SMOKE DETECTOR (INTERCONNECTED) N —0 TELEVISION 4"LL .a t F' n Lu F, r. LL FI i f: Y 15 , 4: xwzl— i ry I ne 6` DRAWN MB TELE & c SER' PAN 1/2" CONDUIT STUBOUT FOR TELEPHONE & CABLE FIRST FLOOR ELECTRICAL PLAN UNIT3&4 II � II it II II II II II II it it II II it II SECOND FLOOR ELECTRICAL PLAN UNIT3&4 LEGEND EXHAUST FAN Q SURFACE MTD. FLUORESCENT LT. V07 N QO INCANDESCENT LIGHT FIXTURE N RECESSED OR SURFACE MTD. OJUNCTION BOX (FAN) SINGLE POLE SWITCH FAN/LT. 3 -WAY SWITCH ("D" INDICATES DIMMER) SD 120 VOLT DUPLEX OUTLET ISDFAN/LT. 120 VOLT DUPLEX OUTLET WEATHERPROOF G.F.I. GFI 120 VOLT DUPLEX OUTLET W/GROUND FAULT INTERRUPTER O i TELEPHONE OUTLET G [� SMOKE DETECTOR (INTERCONNECTED) TV --0 TELEVISION FI / � E.F. V.P. O I V.P. �1 -- 3 SD --_—_O..A E.F. / cn / r> L V.P. f B I I I �� TV N �--- � I I I FAN/LT. SD FAN/LT. I I � I I I I I I II � II it II II II II II II it it II II it II SECOND FLOOR ELECTRICAL PLAN UNIT3&4 0 Q 0 J IL Z U a T DRAWN MB 11 LEGEND EXHAUST FAN Q SURFACE MTD. FLUORESCENT LT. V07 FLOOD/SECURITY LIGHT QO INCANDESCENT LIGHT FIXTURE TT RECESSED OR SURFACE MTD. OJUNCTION BOX (FAN) SINGLE POLE SWITCH $! 3 -WAY SWITCH ("D" INDICATES DIMMER) DISCONNECT SWITCH 120 VOLT DUPLEX OUTLET W.Pr GFI `-' 120 VOLT DUPLEX OUTLET WEATHERPROOF G.F.I. GFI 120 VOLT DUPLEX OUTLET W/GROUND FAULT INTERRUPTER O 220 VOLT OUTLET TELEPHONE OUTLET SD [� SMOKE DETECTOR (INTERCONNECTED) TV --0 TELEVISION 0 Q 0 J IL Z U a T DRAWN MB 11 ACU 3 TON SHEET NO. 16 H.V.A.C. & PLUMBING PLAN UNIT 1 1/411 _ , #-owl ACU 3 TON SHEET NO. 16 H.V.A.C. &PLUMBING PLAN UNIT 5 ,/a"-,._°. DRAWN MB W 0 z 0 4 z 0� W z ACU 4.0 TON ->nrr- 1 114 \1J. i u FIRST FLOOR PLAO.- H.V.A.C. & PLUMBING 1/419 9-019 UNIT 2 r PLUMBING JNIT 2 5110 1/411 = 11_0.1 DRAWN MB I m Q: 0 J LL J w Q z Q U w CL 0 z 0 a z w r z • r 1 t s f 4 r� s DRAWN MB I m Q: 0 J LL J w Q z Q U w CL 0 z 0 a z w r z ACU 4.0 TON FIRST FLOOR PLAN H.V.A.C. & PLUMBING 1/491 = 1 1-011 UNIT 3 V� J 5 1.0 . I' �I II II it II II II II II II II II II II II SECOND FLOOR PLAN Hay.A.C. & PLUMBING 1 /41V UNIT3&4 DRAWN MB CHECKED 0 J LL I z Q U a Q U 0 J Q z 0 a z w z 110 6"0 CFM 160 7 "x 6" CFM Lt 7 "0 OF H W 6f 8"x7"F N Cyl tv 70 70 -- CFM CFM E.F. 55 E.F. C F M -- W H 5"o 10"x7" 110 CFM RAG 6 to 8'•x8" � HW II 11"x10" 7"x6" 0 0 1 10 L71L J I CFM I CFM I 12"x10"7 I I 7"o I I I I 160 I I I CFM I I' �I II II it II II II II II II II II II II II SECOND FLOOR PLAN Hay.A.C. & PLUMBING 1 /41V UNIT3&4 DRAWN MB CHECKED 0 J LL I z Q U a Q U 0 J Q z 0 a z w z ISLAND V T �� SH TO, SEWER UNIT# 5 r ISLAND r� TYPE VENT HR TO SEWER UNIT # 1 � r r �11t2" LAV I TUB I LAV 1 1 SHR r I we ISLAND TYPE VENT 3' 4" 3" DOWN I � � 3• LAV I i y 3' ELECTRICAL INFORMATION 5 UNIT TOWNHOME BUILDING, INTERNATIONAL DRIVE, CAPE CANAVERAL, FLORIDA LOAD CALCULATIONS: UNIT LOADS: UNIT #1 &c 5 (2)(25.339) ......................... 50,678 W UNIT #2, 3, &t 4 (3)(25,957) .................. 77.87 W TOTAL UNIT LOAD ........................................ 128,549 W BUILDING LOAD: SERVICE NO.1 5 TOWNHOME UNITS 128,549 VA NEC 220-31 MULTIPLIER x 0.45 TOWNHOME TOTAL 57,847 VA 57.847 VA = 241.03 AMPS 240 V PROVIDE 600 AMP, SINGLE PHASE, 3 WIRE SERVICE I VTR r I Oil 3 3• 00, i I VTR �I r ♦I LAV TUB J I sHR i I `�� I WC I r ISLAND TYPE VENT SINK r 4" r DAWN .� WASHER 3' 4 - -� �✓ C.O. -_ 4' UNIT2 TO SEWER TO SEWER ELECTRICAL NOTES. 1, THE ELECTRICAL DRAWINGS ARE DIAGRAMATIC AND ARE NOT TO BE SCALED. REFER TO ARCHITECTURAL PLANS AND ELEVATIIONS FOR EXACT LOCATIONS OF EQUIPMENT AND CONFIRM WITH A/E OR OWNER'S REPRESENTATIVE, 2. THESE PLANS DO NOT SHOW EVERY DETAIL OF CONSTRUCTION. THE ELECTRICAL CONTRACTOR (E.C.) IS EXPECTED TO THROUGHLY REVIEW THE PLANS AND REQUIREMENTS OF THE SYSTEMS AND PROVIDE ALL NECESSARY ITEMS FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM IN CONFORMANCE WITH THE PLANS, DIAGRAMS AND INTENDED USAGE SUBJECT TO THE ACCEPTANCE OF THE A/E. 3. CIRCUITS AND LIGHTING FIXTURES ARE SHOWN ON THE PLANS TO DETERMINE LOAD DATA, CIRCUIT, FEEDER, PANEL AND SERVICE SIZE. THE E.C. SHALL PROVIDE CIRCUITS AND CIRCUIT ROUTING TO SUIT JOB CONDITIONS AND FURNISH AND INSTALL LIGHTING FIXTURES AS SHOWN ON THE PLANS OR AS OTHERWISE APPROVED BY THE A/E. 4, WIRE SIZES SHOWN ARE FOR COPPER CONDUCTORS. ALUMINIUM CONDUCTORS #2 AND LARGER MAY BE USED IF CONDUCTOR AND CONDUIT SIZE ARE ADJUSTED CORRECTLY, AND WRITTEN APPROVAL FROM THE A/E IS OBTAINED BEFORE INSTALLATION. 5. UNLESS OTHERWISE STATED, UNDERGROUND CONDUITS SHALL BE EITHER GRC, GRCC, OR SCHEDULE 40 PVC AS INDICATED ON THE DRAWINGS AND SHALL BE INSTALLED IN COMPLIANCE WITH GOVERNING CODES. 6. ALL CONDUIT OTHER THAN THAT SPECIFIED IN NOTE #5 ABOVE SHALL BE SCHEDULE 40 PVC (3/4" MINIMUM). 7. OUTLET BOXES IN DRY LOCATIONS SHALL BE PVC IN WOOD FRAMED WALLS do PRESSED STEEL AT MASONRY WALLS. WEATHERPROOF WITH THREADED OR GLUDED HUBS IN DAMP OR WET LOCATIONS. 8. ALL WORK IS TO BE DONE BY SKILLED CRAFTSMAM,IN A PRESENTABLE MANNER REPRESENTATIVE OF THE TRADE AND IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE CODES AND REGULATIONS. 9. ALL OUTLETS LOCATED IN SLEEPING AREAS TO BE ON AN ARC -FAULT CIRCUIT IN COMPLIENCE WITH THE 2001 NATIONAL ELECTRIC CODE. 10. LOAD DATA AND SYSTEM SIZING IS BASED ON INFORMATION PROVIDED AT THE TIME OF DESIGN. VERIFY EQUIPMENT LOCATIONS, SIZES AND REEQUIREMENTS BEFORE ORDERING MATERILAS AND DEVICES. ROUTE CIRCUITS BY BEST METHOD TO SUIT JOB CONDITIONS, AND INSTALL PULL BOXES AS MAY BE NECESSARY TO FACILITATE INSTALLATION. 11. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED BY THE N.E.C. AND AS DETAILED ON THE PLANS. GROUND FAULT PROTECTED OUTLETS AND CIRCUITS SHALL BE INSTALLED AS REQUIRED BY N,E.C. ALL CIRCUITS TO HAVE SEPERATE GROUND CONDUCTOR, 12. THE ELECTRICAL INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (N.E.C,), LIFE SAFETY CODE, LOCAL CODES AND REGULATIONS AND THE POWER COMPANY AND TELEPHONE COMPANY HAVING JURISDICTION. 13. ALL WORK SHALL BE COORDINATED WITH THE OTHER TRADES TO AVOID INTERFERENCE WITH CONSTRUCTION PROGRESS. 14. ALL MATERIALS AND DEVICES SHALL BE NEW AND DISPLAY THE U.L. SYMBOL OF APPROVAL WHERE APPLICABLE. 15. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED TO BE FREE FROM DEFECTS FOR NOT LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE MADE WITHOUT ADDITIONAL CHARGE. 16. THE E.C. SHALL PAY FOR ALL REQUIRED INSURANCE COVERAGE, PERMITS,FEES, INSPECTION AND TESTING AS REQUIRED. H.V.A.C■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� DISC. RANGE.......................................................................... 51000 W MCB TYPE 12WM VOLT METER ma TYPErYPE 12WM VOLT METER 120J240 VOLT METER MCBTYP 120240 VOLT METER I" TYPE 120240 VOLT WATER HEATER............................................................. 4.500 W #12 CU TO LIGHTB & OUTLETS SUBTOTAL ................................................................... 24,346 W 10, 10, 1 0MCS, 10, 10, #10 CU TO WATER HEATER 3 WIRE 3 WIRE TCUTHW-#M 3 WIRE 3 WIRE 3 WIRE -- #e GU To RANGE 1sT 10,000 0 100 .................................................. 10,000 w BALANCE ® 40% (14,346 X .4) ................................ 5,739 W 3-#z10CUTHIN 3-#2/O CU THIN 3-#MCUTHWV 3-#MCUTHW A/Q & HEAT STRIP (9.6 KW)..... 9.600 W 1 1/z' COND. 1 f/2' COND. 1 112' GOND. 1 112• COND. 1 112' COND. ...................r.....,.. ,339 W TOTAL ........................................... 25 CALCULATED LOAD 25.339 W = 105.58 AMPS 240 V PROVIDE 150 AMP SERVICE MINIMUM (2 REQUIRED) TO F.P. & L UNITS #.3. 4. 5 GENERAL (2,397 S.F. X 3W) ........................................ 7,191 W APPLIANCE (1,500W X 2) ........................................... 3,000 W DISHWASHER & DISPOSAL ........................................... 1,200 W 1- # 310 CU TO 619" X 10' COPPER GROUND ROD. DRYER 5,000 W ALSO SERVICE TO BE BONDED TO FOOTING STEEL ............................... ... RANGE. ................................................................... 5,000 W WATER HEATER............................................................. 4,500 W SUBTOTAL................................................................... 25,891 W ELEC w1l"ICAL RISER 1 ST 10,000 ® 100% ................................................. 10,000 W BALANCE 0 40% (15,891 X .4) ................................ 6,357 W A//C & HEAT STRIP (9.6 KW). 9.600 W Nrs TOTAL.......................................................................... 25,957 W NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE CALCULATED LOAD 25,957W = 108.15 AMPS PROVISIONS OF THE NATIONAL ELECTRIC CODE, LOACL CODES AND THE LOCAL 240 V POWER COMPANY. PROVIDE 150 AMP SERVICE MINIMUM (3 REQUIRED) ISLAND V T �� SH TO, SEWER UNIT# 5 r ISLAND r� TYPE VENT HR TO SEWER UNIT # 1 � r r �11t2" LAV I TUB I LAV 1 1 SHR r I we ISLAND TYPE VENT 3' 4" 3" DOWN I � � 3• LAV I i y 3' ELECTRICAL INFORMATION 5 UNIT TOWNHOME BUILDING, INTERNATIONAL DRIVE, CAPE CANAVERAL, FLORIDA LOAD CALCULATIONS: UNIT LOADS: UNIT #1 &c 5 (2)(25.339) ......................... 50,678 W UNIT #2, 3, &t 4 (3)(25,957) .................. 77.87 W TOTAL UNIT LOAD ........................................ 128,549 W BUILDING LOAD: SERVICE NO.1 5 TOWNHOME UNITS 128,549 VA NEC 220-31 MULTIPLIER x 0.45 TOWNHOME TOTAL 57,847 VA 57.847 VA = 241.03 AMPS 240 V PROVIDE 600 AMP, SINGLE PHASE, 3 WIRE SERVICE I VTR r I Oil 3 3• 00, i I VTR �I r ♦I LAV TUB J I sHR i I `�� I WC I r ISLAND TYPE VENT SINK r 4" r DAWN .� WASHER 3' 4 - -� �✓ C.O. -_ 4' UNIT2 TO SEWER TO SEWER ELECTRICAL NOTES. 1, THE ELECTRICAL DRAWINGS ARE DIAGRAMATIC AND ARE NOT TO BE SCALED. REFER TO ARCHITECTURAL PLANS AND ELEVATIIONS FOR EXACT LOCATIONS OF EQUIPMENT AND CONFIRM WITH A/E OR OWNER'S REPRESENTATIVE, 2. THESE PLANS DO NOT SHOW EVERY DETAIL OF CONSTRUCTION. THE ELECTRICAL CONTRACTOR (E.C.) IS EXPECTED TO THROUGHLY REVIEW THE PLANS AND REQUIREMENTS OF THE SYSTEMS AND PROVIDE ALL NECESSARY ITEMS FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM IN CONFORMANCE WITH THE PLANS, DIAGRAMS AND INTENDED USAGE SUBJECT TO THE ACCEPTANCE OF THE A/E. 3. CIRCUITS AND LIGHTING FIXTURES ARE SHOWN ON THE PLANS TO DETERMINE LOAD DATA, CIRCUIT, FEEDER, PANEL AND SERVICE SIZE. THE E.C. SHALL PROVIDE CIRCUITS AND CIRCUIT ROUTING TO SUIT JOB CONDITIONS AND FURNISH AND INSTALL LIGHTING FIXTURES AS SHOWN ON THE PLANS OR AS OTHERWISE APPROVED BY THE A/E. 4, WIRE SIZES SHOWN ARE FOR COPPER CONDUCTORS. ALUMINIUM CONDUCTORS #2 AND LARGER MAY BE USED IF CONDUCTOR AND CONDUIT SIZE ARE ADJUSTED CORRECTLY, AND WRITTEN APPROVAL FROM THE A/E IS OBTAINED BEFORE INSTALLATION. 5. UNLESS OTHERWISE STATED, UNDERGROUND CONDUITS SHALL BE EITHER GRC, GRCC, OR SCHEDULE 40 PVC AS INDICATED ON THE DRAWINGS AND SHALL BE INSTALLED IN COMPLIANCE WITH GOVERNING CODES. 6. ALL CONDUIT OTHER THAN THAT SPECIFIED IN NOTE #5 ABOVE SHALL BE SCHEDULE 40 PVC (3/4" MINIMUM). 7. OUTLET BOXES IN DRY LOCATIONS SHALL BE PVC IN WOOD FRAMED WALLS do PRESSED STEEL AT MASONRY WALLS. WEATHERPROOF WITH THREADED OR GLUDED HUBS IN DAMP OR WET LOCATIONS. 8. ALL WORK IS TO BE DONE BY SKILLED CRAFTSMAM,IN A PRESENTABLE MANNER REPRESENTATIVE OF THE TRADE AND IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE CODES AND REGULATIONS. 9. ALL OUTLETS LOCATED IN SLEEPING AREAS TO BE ON AN ARC -FAULT CIRCUIT IN COMPLIENCE WITH THE 2001 NATIONAL ELECTRIC CODE. 10. LOAD DATA AND SYSTEM SIZING IS BASED ON INFORMATION PROVIDED AT THE TIME OF DESIGN. VERIFY EQUIPMENT LOCATIONS, SIZES AND REEQUIREMENTS BEFORE ORDERING MATERILAS AND DEVICES. ROUTE CIRCUITS BY BEST METHOD TO SUIT JOB CONDITIONS, AND INSTALL PULL BOXES AS MAY BE NECESSARY TO FACILITATE INSTALLATION. 11. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED BY THE N.E.C. AND AS DETAILED ON THE PLANS. GROUND FAULT PROTECTED OUTLETS AND CIRCUITS SHALL BE INSTALLED AS REQUIRED BY N,E.C. ALL CIRCUITS TO HAVE SEPERATE GROUND CONDUCTOR, 12. THE ELECTRICAL INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (N.E.C,), LIFE SAFETY CODE, LOCAL CODES AND REGULATIONS AND THE POWER COMPANY AND TELEPHONE COMPANY HAVING JURISDICTION. 13. ALL WORK SHALL BE COORDINATED WITH THE OTHER TRADES TO AVOID INTERFERENCE WITH CONSTRUCTION PROGRESS. 14. ALL MATERIALS AND DEVICES SHALL BE NEW AND DISPLAY THE U.L. SYMBOL OF APPROVAL WHERE APPLICABLE. 15. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED TO BE FREE FROM DEFECTS FOR NOT LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE MADE WITHOUT ADDITIONAL CHARGE. 16. THE E.C. SHALL PAY FOR ALL REQUIRED INSURANCE COVERAGE, PERMITS,FEES, INSPECTION AND TESTING AS REQUIRED. H.V.A.C■ NOTES. 1. SYSTEM DESIGN SHOWN ON DRAWINGS IS TO INDICATE INTENT . FINAL DESIGN TO BE PROVIDED BY THE AIR CONDITIONING SUBCONTRACTOR BASED ON THE OCCUPANCY AND REQUIREMENTS OF THE LEASE SPACE AND THE EQUIPMENT HE WILL USE. H.V.A.C. SUB CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF THE SYSTEM AS INSTALLED, PROVIDING FRESH AIR MAKE-UP TO COMPLY WITH THE STANDARD MECHANICAL CODE AND BALANCING OF THE SYSTEM. 2. DUCT WORK SHALL BE 1 1/2" THICK . 3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS WITH VAPOR BARRIER, OR SHEET METAL DUCT AS SPECIFIED. 3, DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH X HEIGHT. DUCT SYSTEM SHALL COMPLY WITH "NFPA" STANDARD NO. 90A AND/OR 908 . DUCT WORK AND COMPONENTS SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. 4. COORDINATE LOCATIONS, SIZES AND OPENINGS WITH OTHER TRADES ON THE JOB A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM WITH TURNING VANES AT ALL ELBOWS , SPUTTERS AND DAMPERS. AS REQUIRED. 5. DIFFUSERS SHALL BE SELECTED, LOCATED, AND BALANCED IN ORDER THAT THAT DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY AND DRAFT FREE. MAINTAIN THE FOLLOWING CONDITIONS: INSIDE: OUTSIDE# RELATIVE HUMIDITY: COOLING - 78 DB 91 DB- 79 DB 50% TO 60% HEATING - 72 DB 45 DB 6, A/C SYSTEM SHALL HAVE A DISPOSABLE AIR FILTER(S) LOCATED AS HR REQUIRED FOR EASY ACCESSIBILTY. 7. A.C.SYSTEM SHALL BE CONTROLLED BY A PROGRAMMABLE THERMOSTAT. MOUNT THERMOSTAT 5'-0" A.F.F. 8. ALL GRILLES AND DIFFUSERS TO BE ALUMINUM CONSTRUCTION. PROVIDE GASKETS ON ALL GRILLES AND DIFFUSERS. 9. ALL REFRIGERANT PIPING SHALL BE COPPER - HARD DRAWN TYPE "L -ACR" , DEHYDRATED AND SEALED. 10. H.V.A.C. SYSTEMS 1 THRU 10, AND 15 THRU 17 TO BE 12.0 SEER MINIMUM, H.V.A.C. SYSTEMS 11, 12, 13 & 14 TO BE 14.0 SEER. PLUMBING NOTES: 1. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE 2001 FLORIDA PLUMBING CODE, LOCAL ORDINANCES AND IN COMPLIANCE WITH THE " FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION". 2. CONTRACTOR TO VERIFY AT SITE LOCATION, ELEVATION AND SIZE OF ALL EXISITNG MAINS, WATER AND SEWER FOR CONNECTION OF NEW SERVICES BEFORE INSTALLATION OF ANY PIPING. 3. PROVIDE SHUT-OFF AND VACUUM BREAKER TO ALL HOSE BIBBS AND FAUCETS WITH HOSE -END CONNECTIONS. 4. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS OR SHOCK ABSORBERS AS INDICATED ON THE PLAN. 5. PROVIDE CONTROL VALVES TO: ALL MAINS ENTERING THE BUILDING , RISERS BRANCHES, GROUP OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT. 6. PLUMBING FIXTURES SHALL BE " ELJER" OR APPROVED EQUAL. ALL FIXTURE TRIM SHALL BE CHROME PLATED. FIXTURES SHALL BE PROVIDED WITH SUPPORTS HANGERS. ETC. 7. PROVIDE FULLY ACCESSIBLE CLEAN -OUTS ON SANITARY AND WASTE PIPING. AT EVERY CHANGE OF DIRECTION, AND AT BOTTOM OF STACKS. CLEAN-OUT LOCATION AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE, S. VENT LINES TO EXTEND 6" MIN. ABOVE ROOF AND SHALL BE FLASH W/LEAD OR CONNECT TO EXISTING VENT SYSTEM. DRAWN MB 04