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CC-06-3030_Plans 46' -4" - TOP OF PARAPET NOTE: RAKED BEAM All trusses will be pressure treated > - - — 2x _PT. DGER BY BLDI 0 O 12 o .6 -1 I y ' 4 o 4 T9/a.EV.23' -_r 2 X _ P. T. LEDGER (BY BLDR) L HURRICANE METAL STRAP II ANCHOR EACH TRUSS (BY BLDR) U m m n A F .F 2 a. X x I I TYPICAL OVERHANG DETAIL I � I 5' 5, 8° 1 I I I � HANGEF�2 TYPE Truss / Girder Type of hanger l� Type to be used L ' (BY BLDR) (BY BLDR) T 2x -PT. NAILER 2x -PT. NAILER 3 4 5 6 7 OSCAR CORRAL, P.E. rvil gng.) sign & seal: state of florida registrat #12467 date: G LOADS ROOF FLooRs WIND LOADS top chord: live load: 30 sf -�sf exposure category: Type C dead load: 15 sf E al building category: Type if ttom chord: live load: DO sf� wind velocity: 146 mph. dead loud: 10 sf t � -PJ� mean roof height: 24'-2n t cD t10 I I o n cd : t -- D y �J importance factor. 1.Da duration factor: 33 % O (ASCE 7 -02 per FBC 7004 handling and erection general information shop drawing approval uuparlor tlru3u atr* r ®visions contractor: BEAUCHAMP CONSTRUCTION" _.. Core shall be exercised at all times to avoid damage through careless handling, storing and erecting. Draping of tru date app. sses and /or other wood components shall not be permitted. n g p Approval of this layout is necessary before job address: 320 N.W. 115 ST. MIAMI SNORES FL. S S � 3 Erection bracing sholt be installed to hold the truss true and lumb and in safe condition until permanent truss bro- NOTE: All trusses are spaced at 24° O/C unless r cing and other permanent components, such as purling and /or sheating, contributing to the rigidity of the complete noted otherwise fabrication con begin. Please verify all dimensions J ucture are in place. truss layout, overhang details, number of trusses, ■ 2 roof str description: BARRY SCHOOL OF GRADUATE MEDI CAL SC E I NCES Field brocing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting NOTE: For roof trusses it is the responsibility of pitch and bearing locations. Trusses will be built trusses are cautioned to. seek professional advice regarding erection bracing, which is always required to prevent top- according to this drawing. s >s ` pling and dominoing during erection; and permanent bracing which may be required in specific applications, as shown the contractor to provide adequate drains mode — — — — — — — — — — — — — — CC #21 38 drawing n o. on the engineering drgwings. at all times to prevent ponding. 8500 n. w. 58 at. dodo: (305591- 9918/19 During t construction period, the P ontroctor shall 9rovide 9 eons f9r adequate distribution of loads so that PP Y 03/`2707 scale: 3/l sr' =1r —�• dr.by: M. Escobar miamt fla. 331 66 broward: (954)522 -8055 • 13771 the car in capacity of each truss, as sp ecified in the e n gin eering drawings, is not exceeded. approved b date date: pCT 0 M a i S c ores V E' .3 APPROV BY DATE ZON ING DEPT I , BLDG DEPT 91 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS �3TV 31Vi00SSh 9 23LjVnS 'V'W VOM io 00uswlolled �tloloslsip ,. a J0410 sty I.ulo� Maina� 4i Put :sape�I lay ;o 1111 BUIMp.IQ dogS pa4Dr)44V aaS is IV41 Wm 4loM st y io uoiapulp.l000 :uo ;onj ;suoo !o senblt140e1 pus sesssor .1 en +!. �„qel :0 312 OF 0 41 ILI p pus pel. hJu? 446 4 suoisuewp ,ol etglsuods•1 so )oioeli guor pus sue' 941 to sluewellnbel eyi o: lns s1 uMo4s u0110s AUV 0 3ul 'Odl"l13+-9WPAVF dG-VH 'sluewn0op 1 011 4u 00 04 ,.nib not ;11wlo ;ul 044 444 eouelldwoo leleum pus 041 to ;deou' 0 0 uBtsep 0 41 411M aout'wjoluoo leleue6 lo{ Aluo sl Butilo* W311 03 1d103dS 11W8f1S ❑ �3..r a /ea lmenS38 aNV 3SIA38 0 a31a3P3t:! 0 a310N r�r / . � S Y I 11 W ,�'�� `� � 2311 V SNO1133lia00 3)rVW O N3)V OX3 0' •410M sty jr) OZVe!.u. 00d AMID ;GIles e41 pits :SOPVII J lit ,o 'Vile at:�.w ,flc+x sty In u0tspulploo0 :uot ;0n11suoo la �G� } �� ' 9epnugnS NV sasseaold U0tieotaOel :01!9 qof e4i ie pAiei81.4�) pull; pawj luc:; a !1eve !.lolum suolquewtp �p� �' JolosaluoognS of pao�nia� �isQ + IQ; apsuodsel v 1o19cvur 'suOnvoipads pure susid IiU 10 slueulaim6ei e4i nl ; «7iA�9 s± Mo4s uope Rub 3 �� e n 0 1 u0• &U.- lit + 'iA!6 u ol 14 I r M 'Siv.tsf Sop 1 � 3 .+ a .letu ;u, 1141 41 O il / uauenoo v our diuo0 e uB pat01d } 1 0 id00uoo ubrsop si uoo a .t 1 !:► 3 4 p E31 Ri, aot�asldu�oa tuo� �oloeaiG ^ogns y `i E19 a to I( v0 81 Bui aa�tj you sao saua¢noo a e . m eouswl0 w oo u B 0e 40 p pas o aaosdds,o 4i 4 . 1 i � I .K 3; .i 6 (pits �aaaa� sapen aigeaeldde �� a lG Ip? glsm apss3 SIgl. jo uollsulp -1003 pus 'spoglaw uoryoaulsuoo 2S — W31} 0�13133d� 1lVVc3f1S C7 'e oaltoi� .; snotsuawtppuesagtgm- 61p galjslaa�oopus8aruucluoaao3algtsuodsa�sl .>$oioa�luoagns oqj, •sluaurnoop IOMIaoo aqI that oausgdwoo i -2 Iualui pas imannu ONd 3SIA38 0 C O '*'MO* U"I Op OT TP% aousuno;uoo io3 paA+ataaz uaaq aasq sluaeunoop asagy 03ION G ✓E SNdl1 '03b800 3?tyY4 1 N71MV1 1-1011d 3:% ON y ._ 1t'l�iA3� .L1�[3�l000 IJI�IIY1 4 r..°.. .:........_.:......_...._.�,.__ .�_.. ►_ V2IQ dOHS �r , aV ..,,J:?.+:.. 2u, u a:eo �-,�` ssn J _ . au P I , ys c{ J;: ou ryz 'pcl ad uG , ro1s:,GC r � , o �• �r r E n �ti 11 - -,. 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' i F y i ( 3 i t c_ 1 ,! c ' 1 - I ca 0 q 4 "T! _ i xv, 1 } f I ,f a # - -- • ..,E _ . , . � I - i I , � r_ V ci 30 d 01 + _F l`Atts_r':' S 3x Vii.5iv'(E_g"'• ,. ::TiiEh''^ �W ":r_.'�E �1ai!�� - H+�' _..rtc'-. A.:,V:: h: ,es... 5.�+ten��x a � 3'L)EP »3a't� - F �� - emu _ _ I ..-.. ::',.. .1,... '' - :. .. .. ..:: >k .'.::m:TU ..,.': �,: ..". k: "C�r1��°�: }'- ♦:n9£�°_�..wkr a...w. ._ ,.,,, �� , �+;: ,t3i�9d:Z ?xx`.'�"`'.� ._..�: .!?k�,3S,�'(.s..s1.S.�._ .- 1 I 7 CC 1I Ld C; a: a M G a 1 j a i r i 1 Z � BARRY UNIVERSITY 1 1 5 T . .. o T s: *a 4 N . W .+ S N . W 1 1 5 � S T . " °� ` • 11300 NE SECOND AVENUE tOPM SEI /1, SE+/• Nr. ., sd•. ,Ir -S -II NONIN LEE, &W.114, SE0. l[ -5[ -4 t t MIAMI SHORES FL 33161 lit ex •SPlYLT - 1tl,J6.•e' dh W • NE F E 1M y a&ea 4 ® CpR O 6: �qo + or raw Iw. �yl IM>I- 8 i s c D NW t sec. / esawu� � x0 a� �eq° • $ �q� BARRY UNIVERSITY tr eL 'EwY 3xD„�ON Z 7t �± • BROKEN ASPHALT C a i `y PAVEMENT ;ia 320 N.W. 115 ST. P + - ASPHALT VEM T 1 v � T.ro• N " � � .. ° MIAMI SHORES, FL ,s All 1 5 d 1 - ` � ■ d .W 4 � A A'l't ..... ..... L L S(b •• G A 9 te - e - use ctw m" fLm' w o h. ew[ RK AR CHITECTURE, IN C. - - -__ —_ y y •.... ' r .. • \S 91i 4 \ r 4 \. \ r *. 4 . 4. 4 \ z ,� N O �t b HARPER AIDE DONAHUE c PARTNERS I I 6 L L1 53 B 1}JDd ,O FDE ,JV1N3W313 F 201 ALHAMBRA CIRCLE I SUITE 800 { CORAL GABLES I FLORIDA 33134 W � 1 9 At ASPHALT PAVEMENT A l . e . „[ T: 305.476.1102 1 F: 305.476.0073 1 LIC. No. AA 0002442 E: info @hadpmail.com I www.HADParchitecture.com — s 4e1, ffi, I I _ s ® This drawing and any other document provided in relation with dare protected by X DD+a copyright ` a lows of the United States and International copyright treaties. The design and information r'' ■n•Blv.n•,s rcoNe. Ne =r ' °•[ y' contained herein is intellectual property of HADP Architecture Inc. and shall remain as such indefinite) This drawing Is for the exclusive use of the CLIENT stated herein for use as on aid and in reference for the above referenced project ONLY and may not be used for any other purpose or project nor reproduced by any physicol or digital means or distributed in any kind Ap c e ' "• a H of media without PRIOR EXPRESS WRITTEN CONSENT of the HADP Architecture Inc. bnsE I PanaNa Lor awr s m Copyright (c) 20D6 HADP Architecture Inc. t V Civil Engineer ' ' ' a' ' r. ' '' ' 4," '," 4 ' s '\ g' s s ° • ° " ' T.Y.LIN INTERNATIONAL/ H.J.ROSS ' ♦ F 201 ALHAMBRA CIRCLE,SUITE 900 roman Y3W meo ' Aw .it [x .C'le �+ 7 ; Yt 0{S I k .er r.r so.m CORAL GABLES, FL, 33134 r .n �. ... . � I � s v I �: e.E ME — — ' -;rasm s 4 4 _smn • • 4 , ! 4 R 4 k 1 4 4 T a { DG I E °• z ■ Der x E [•t r 1 Landscape Architect C ~Att JAMES SANTIA R TE 4 f Fwe y C h k w •,,r fir ?g { '... ", 6 I t n T . AD G : �, •y�.�. 690 NE 13TH STREET, SUITE 105 I , '� a aaw■yssm:+..;,x. ,. aa..,NwtA ....,.. = FT. LAUDERDALE, FL, 33304 y .� "��'�.At9 i , ,a �• rte/ u 1 0 0 ' I• • • • : a E e • � \ F. 0 \ F ♦ •„` i t 1 r 4 • 4 4 1 4 & 5 s y s m s s s -�a N3N�.aa ..... Structural Engineer - - - -- - - -- a � a � g � S 4r j vsr arY a - S , M A SUAREZ &ASSOCIATES 1 , •1 +a 4669 S.W. 75TH AVE. 1 a MIAMI, FL, 33155 -a+cm a • -satin a ,.es' O � -a y, E 4, • Y, S t , eY. I, yygyy i W r : I MEP & Fire Protection Engineer S.G.M. ENGINEERING, INC. r .. 433 PLAZA REAL, SUITE 275 k1l 111, y _ ,mT 9/ - YM1°Ylr Ya111 A34w15 • r\ � � *4 i r BOCA RATON, FL 33432 — - -- -- S91 ACOUSTICAL ENGINEER • q - ACOUSTINET, INC. 7570 NW 14 STREET STE 112 [E «u l5 a ae a e a a e MIAMI, FL, 33122 9�r C. a S. {� wen' t _ g I I 9 rmuminmrmnnrtman,mnunamlrmn _ i i u _ f Ji 1 i` I , * P it o U I - - • r • a O - - - -- d P I . I AREA OF 6V I �_ A Lic 4 L S r i '� 3 Ic 4 $ --- '----- - - --- _-' — -- - -- -- - - adas ea' ° — — _ i 6 ,L33H6 — ldOL +g •V,L6 3ATTI HO.LVSB _ I BO[. B V.LB 31SIZ HO.LV . .— —_ — KEY PLAN g 9t @ Q Y o& ' 4 +swuu \ wvovll y4 ,: & + 4 ar a ae a I L. �• b x -r•ta¢ r . -r.eoD a L \ ' -rrar a \ T � -• - �>nb �aw a O r Ln CD LEGEND: SURVEYOR'S NOTES: SURVEYOR'S CERTIFICATION: y. •. CD NAIL & DISK THE FOLLOWING UTILITY COMPANIES SERVICE THIS AREA WITH C. B. = CATCH BASIN N &D = WE HEREBY CERTIFY THAT THIS SPECIFIC PURPOSE BOUNDARY AND TOPOGRAPHIC N UNDERGROUND UTILITY FACILITIES, PLEASE CALL THE COMPANIES BEFORE CL = CENTERLINE N yaw NORTH UNIVERSITY CAMPUS IS TRUE AND CORRECT SURVEY OF A PORTION OF THE BARRY _ DIGGING IN THIS AREA. Description Date UJ OVHD CONC = CONCRETE = OVERHEAD WIRES TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND Revision EAST PCP PERMANENT CONTROL POINT PLATTED UNDER OUR DIRECTION AND THAT THIS SURVEY COMPLIES WITH THE Project No. E RLS = REGISTERED LAND SURVEYOR No. MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, ■ +■ ` ° 1103090 0 / E P = EDGE PAVEMENT = 1 AT & T TEL. 800 - 241 -3624 FAX 404 - 929 -4770 R/W RIGHT OF WAY () UNDER CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027' s s File Name a FD = FOUND = SOUTH 2315 SALEM ROAD S FLORIDA STATUTES 1103090_SVY -1.DWG IP = IRON PIPE - SECTION CONYERS, GA 30013 LB = LAND SURVEYOR BUSINESS SEC - NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND Scale Date = SWK = SIDEWALK (2) ROGER J. STRAIN - CITY ENGINEER TEL 305 - 787 -1001 LIGHT SURVEYOR SHOWN HEREON. 1 " =50' 09 -19 -06 U LT = W = WEST CITY OF NORTH MIAMI FAX 305 - 787 -1008 an Title U) Drawing M.H. = MANHOLE 1815 NE 150 ST. Na g MON = MONUMENT NORTH MIAMI, FL 33181 •• (3) F .P.L. - ONE CALL FAX 305 - 442 - 5976 A.R. TOUSSAINT & ASSOCIATES, INC. m FLORIDA POWER & LIGHT - DADE TOPOGRAPHIC SURVEY A 4200 W FLAGLER ST. o NORTH MIAMI, FL 33134 -0000 A o (4) M.D.W.S. UTILITIES UNIT TEL 305- 669 -7666 _____ ` LEGAL DESCRIPTION MIAMI -DADE WATER AND SEWER BY. ALBERT R. ----- INT REGISTERED ENGINEER NO. 8939 V- ___ PRES. e>a _ Sheet Number 3575 S. LEJEUNE RD. AM Am 2 THE NORTH 112, OF THE S.E. 1/4, OF THE S.W. 1/4, LESS THE WEST MIAMI, FL 33146 -2221 REGISTERED SURVEYOR AND MAPPER N0. 907 495.00 FEET, SECTION 36, TOWNSHIP 52 SOUTH, RANGE 41, EAST, (5) JANICE DEANGEI.I$t ALEX ROf;H TEL 345 - 940 - 0139 STATE OF FLORIDA' 0�Q g FLORIDA CERTIFICATE OF AUTHORIZATION LB PEOPL 73 VILLAGE OF MIAMI SHORES, MIAMI -DADE COUNTY, FLORIDA. ES Gaa Qfi��H FAQ 3Q� Q 4 3� 1a -2 - a h ° W 15779 W. pIVQl tlttiY. a �J 20 Professional of Record: EDWARD F. CANNON NORTH MIAMI NEAGH, FL 33162 U S�p 2 Professional Registration No: AR 0013273 (6) SUPPORT MANAGER (STEVE MASSEY) TEL 305 -622 -6585 U Seal. 18560 L NW 0 27 H pVE D R00M 300 FAX 305 - 756 -1833 0� o MIAMI, FL 33056 °° ° I lit HAD C. APOVE PERMIT SET 10/19104 f — C C C G C ITY I COPY PERMIT #: Miami Shores viiia e APPR(YVED BY ,q ZONING DEPT" 8LrDG DEPT DEC 15 2006,, BY:® __� s XIE rF c 1-1 0 IF 1E3 0 TJ I:) � TZ"Y .A 1\T ID rF 0 IP 0 C3- FZ .zk IP I S° TJ IR _\7 MATCH LINE STA. 1 7+OOW - SHEET 16 - 21 +00 W. , . . . . . . . . . . . . . . . . . . . . . rc. r . . <`', r �? . . rv? . . r �'.. r . r r', . r f'r ✓.. . ro.. �r.. rr . r . � rr 21 +00 W S . Q 1 0 , .9 O O G.B. 1�� 16.90' •I I I 1 I . I I ; � I o ' + + + i + + c 0 -4 ' 0 O O O O 1 O' i -• O• O O O , O 0 0 p i o O I V) to U1 V) ° 0 ° to v' N - - -- - '•---- - - - - -. -..- ..-- .- ..- ..- ..- ..- ..--- -- - -�- ---- - - - - -- SURVEY BAS LIAJE JUNE 2008 ---- - - - - -- - 20 +75-- W 80.5' - - 132.26' a r rcJl r ✓� ✓� O r ✓ r r v 13.6' O METAL \ a I 12" GATE • ' STAIRCASE �, , w �, 51 .0' d - 0 \r N 1 VAL E i 6.0 6ALCONY OVERHEAD. � \g Ln GRASS � lm ' r B+ C \m --q v t � ' GRASS I ;o ' .! I ,n �: tT \a ► I� n Z' \Z n\ a x o+ .o I GRASS 1:.. p tT1 \ - Q7 \'' ~ Z i.� a o \ N \ E " i 3.0'mr y C.B. 3.0' x I '' \n \ow v� Ln ' CONC. �T � I W.V. PAD TYP :r: - 1, N. W. 3 AVENU 20 +00 W . -20 +00 r r r• r r. / I '' r r \ . . . . . . . . . . . . . . . . . . . . . .� ... . . . . !' �?. . C'. <`',. l C7. �) r 7. 1 S, 74 20 4o bo so 1 04 REVISED TO SHOW 12 " D.I. WATER MAIN W m 2.7' , �- X' = v �� V. n• BALCONY OVERHEAD Z 1 m I LL: , . WALL. 5 i .0 IV BALCONY OVERHEAD �, o:. , 'CONC. WALK �' 1 z z 1 rn N iA Z - N v� z m ' •I. m '� z N Z z 1 �r rn ' z r OPEN UNDERNEATH 1 00 �/ a 132.72' n ✓� r� I r� r r✓ 'r o, C-) 79.5 N r r� r L4 r � W s • to � 1 s N �, v O �O ;? N;� 5'X5' CONC. ra CONC. -I v POLE 0 f SPACE G (FIRE) 1 D i 8" PIPE rn Ey 43.15' ; ` 2 D o �-°] 2 W.V. 1 14 , ,, z -- FIR LAN W.Y. 1 �j- m --------- - - - - -- ------------------------•-•------------------------------------------------------- - - - --1 v 15.00 ! (A`� � � 5, ' SURVEY' LIMIT c \• �" _ • 5' O/H Zo f 1^' 8.40' \ 42.D 0' 0.00 11.40 11.00' 6.40' - c'4 GRASS O p � r .I • ,, ' c '¢ + W.M. ` / !+ J p i n: N ro N O rn TI\ - 19 +00W ..... .,... ...,.,.. I W (/�. o j �o�m \y o\ \ rp�0;v7W� Oy Z D rrl ✓ r ✓ - 1 9+00 W N TI Z: {� ��. (�' A \>� N �o <0 r d D c Q �+ . 18.20 , . . . Ar I 92' ° \ \ C.B. 1 9' . 0.0 1 10.00' II \ .�� m m Z 61.1 Z a 1 CONC. SLAB OVERHANG: cn ' X to C DD , N + 40.10' z -0 -o -a 1 I ° 1' n : m 0 � v c n ANC 1 00 ( t m o N I ° r • ANC 1 ' r ✓ 1 SURVEY BASELINE 18 +65.81 W rr' L i 1 ✓r L r • r r 1 ✓ 70.30' l �� 6' DIA AN L a r r r , . , . . . . . . , . . • + . . . . . . . . . . , . . + . , �. . . . . . . . . . . , . , . , , . .,�. ;,�. In o . , , + , S +O C R SURVEY BASELINE 18 ±65 +81 W (3) SEWED 7:0' ALVES' ' / v Q I 13 ARKIN SPAC S I SURVEY DATA JANUARY 16, 2004 0 U`� STAT ONY L {LIFT Il r r r SURVEY DATA JANUARY 3, 2001 GRASS : "` " - - - - -- ` - `• ® - "--- - ""` a _ 0.5' CONC. CURB CONC. a I --- - - - - -- - - - -- - Z POLE 1 OVHD W{RE - - - - - -- - - -- --------------------------- ASPHALT PAVEMENT ui O U G ASPHALT PAVEMENT m 1 I I 1 I 1 . I 1 1 1 a PARKING LOT "0 I 1 I I I I ' 8 PA ING SPACES ► 17 PARKI G SPACES 4 PARKING SPACE O I I I 1 • 1 I -18 +00 W i i -18 +00 W . �. , �. .1 f RK/NG SPAC . 11 ARKIN SPAC S . .7 PAR 1 G SPACES . .. .�. �. � . ; . . y I 1 I 1 Ul D m m 0 D O 1 I a rn Ln = r o o j I 0o I In 0o m 1 i a vi r iv ° D U C.B.. � c. B. i rn �n v1 I m I v1 umi c CONC. ; CONC. LT. 1 I o ` POND ' LT . ❑ POLE ❑ t POLE -" 2 P ' KING PACE PARK G SP CES 1 PAR ING S A CES PAR ING SPA I I ' 3 PA ING S ACES 1 1 1 1 c I I 1 PAR ING SP CES 13 PA KING ACES 6 ARKIN SPACES ' 1 0 c. B. I ASPHALT PAVEMENT 1 1 1 I � 1 I y O I 1 Z b 1 1 -17 +00 W 1 I f0 .PA KING PACES 1 17 PARKIN SPACES- . . , . + , ' I 00 . . , . . . . . . . . . . . . . . :.I I 4 ARKIN SPAC S -� Z+ , I I a . J - O U1 + W N O + + + O + +� O _T_T T N A. R. TOUSSAINT & ASSOCIATES, INC. MATCH LINE STA. 1 `7 +OOW - SHEET 14 SURVEYORS CERTIFICATION LAND SURVEYORS WE HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT AUTHORIZATION No. LB -273 FLORIDA CERTIFICATE of TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 S URVEYOR ' S NOTES: SURVEYED AND PLATTED UNDER OUR DIRECTION AND THAT THIS . .r I_ • O US' S Al N 8c ASSOCIATES, INC. FB: 472C PGS: 1 -6 DATE JAN. 15, 2004 SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS O M.D.W.S. UTILITIES UNIT TEL 305 -669 -7666 FB: 503 PGS: 19 -26 SCALE: 1 rn ,f . t . THE FOLLOWING UTILITY COMPANIES SERVICE THIS AREA WITH 4 20' FOR LAND SURVEYING IN THE STATE OF FLORIDA UNDER - -'- -� ORDER No. 13403 UNDERGROUND UTILITY FACILITIES, PLEASE CALL THE COMPANIES MIAMI —DADE WATER AND SEWER CHAPTER 61G17 -6 FLORIDA ADMINISTRATIVE CODE CHAPTER � �_ �`� I _ � PRES. BEFORE DIGGING IN THIS AREA 3575 S. LEJEUNE RD. 472.027 FLORIDA STATUTES. () AT & TEL. 800 - 241 -3624 FAX 404 -929 -4770 MIAMI, FL 33146 -2221 NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF TH 1 T IQ DER R. TOUSSAINT an .��y� ... t _,- R 15 F 4 ' . INEER NO. 8939 11 AT &T (5) JANICE DEANGELIS & ALEX ROCHE TEL 305- 940 -0139 REGISTERED LAND SURVEYOR SHOWN HEREON. I 2315 ALEM ROAD -r- , REGI TARE SURVEYOR NO, 907 PEOPLES GAS NORTH DADE FAX 305 -944 -3114 x " m CONYE S, GA 30013 15779 W. DIXIE HWY. O - 2 ROGER J. STRAIN — CITY ENGINEER TEL 305- 787 -1001 NORTH MIAMI BEACH, FL 33162 'TOF'OGRAP- 1�--1 BAR CODE " CITY OF NORTH MIAMI FAX 305- 787 -1008 (6) SUPPORT MANAGER (STEVE MASSEY) TEL 305 - 622 -6585 A. R. TOUSSAINT &ASSOCIATES, INC 1 IC SURVEY 1815 NE 150 ST. S. BELL NORTH DADE FAX 305 -756 -1833 LAND SURVEYORS DATE 27 AVE ORTH MIAMI, FL 33181 18560 NW ROOM 300 3 .. MIAMI FL 27 AV 3 07/02/08 ORDER:14375 REVISED TO SHOW SCHOOL OF GRADUATE MEDICAL WT AT JAN. 03, 2001 BARRY UNIVERSITY O F.P L —ONE CALL FAX 305- 442 -5976 , ORIDA SCIENCES BUILDING AND PARKING LOT SCALE IVI f> S I--1 O R E S F L OR I ® A FL POWER & LIGHT — DADE 2 06/23/05 REVISED WT AT FLORIDA CERTIFICATE OF AUTHORIZATION LB -273 1 = 20'� 0 4200 1�l FLAGLER ST, 620 N.E. 126th STREET NORTH MIAMI, FLORIDA 33161 01 29 DRAWING NUMBER x ; 37 7 NORTH MIAMI, FL 33134 -0000 / / � N.W. 115th STREET RS AT SHEET REV SCALE: 1 INCH 20 FEE T / / / / 2005 . 2 1` X403 12628 FILE: BARRY 13772 13403 -15& 16 REV DATE REVISION DESCR IPTION ES ON BY CH COR APR ORG PHONE 305 - 891 -7340 FAX 305 -893 -0325 14375 � 1 15 OF 16 c Arm Ageft O(D Q)DX PERMIT #: Miami Shores Village APPR By DATE t3 ®Et'T aLDG DEPT SUBJECT TO COMPLIANC TH Al,` FEDERAL STATE AND COUN RUtES A R EGULATIONS JU 0 8 2008 � CITY py D G B A STUCCO FINISH SARI 1' -BEIGE ' STUCCO REVEAL GRID 11/2" WIDE OVERFLOW I COLOR x 518 SET ALL NTERSEC11ONS IN SCCUPER WATERPROOF MASTIC. ' BETWEEN 2" TO 4" ROOF LINE ABOVE ROOF LINE CONTROL JOINTS AT TOP AND , , - - - - - T E OP OF PARA BARRY UNIVERSITY BOTTOM OF INFILL AT DOUBLE Y. BOTtOM JOINT TOBEI{/2 °GRID 5 ' ------- - - - - -- - - -- --- - - - - -- ®--- L--- - - - - -- �� - - -- 11300 NE SECOND AVENUE 59.84 PSF MIAMI SHORES FL 33161 REVEAL. (VERIFY AT THE FIELD). +56.81 PSF +56.61 PSF +56.81 PSF , -62.14 PSF -62.14 PSF � -62.14 PSF D i ARRY UNIVER I i STY TYP s ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ S.G. MEDICAL SCIENCES PHASE 1 A500 H +5714 PSF EL.= t 12'-4" 320 N.W. 115 T S . -- -- -- -- -- -- -- -- -- - � -62 s ' SECOND FLOOR SLAB M {AMI SHORES, FL EL.= 9 -h NING \ \ TOP OF OPE _ _ EL.z t 0 -0' HADP „ „ EXISTING BUILD +59.34 PSF Maw FLOOR 1311 a STL.V,4TION EXISTING BUILDING 2-6 x 2-6 12 "X12" GLASS BLOCK -64.66 PSF ALUMINUM st T ARCHITECTURE, INC. „ ' GRID PATTERN Do N O T PLACE A WRITE COLOR HARPER A,IKEN DONAHUE & PARTNERS REVEAL BEHIND THE W/ IMPACT RESISTANT TINTED ED OLE: 3132= DOWN LEADER 201 ALHAMBRA CIRCLE I SUITE 800 I CORAL GABLES I FLORIDA 33134 T: 305.476.1102 1 F: 305.476.0073 1 LIC. No. AA 0002442 E: info @hadpmail.com I www.HADParchitecture.com This drawing and any other document provided in relation with it are protected by copyright laws of the United States and International copyright treaties. The design and information contained herein is intellectual property of HARP Architecture Inc. and shall remain as such indefinitely. This drawing is for the exclusive use of the CLIENT stated herein for use as an aid and in reference for the above referenced project ONLY and may not be used for any other STUCCO FxW 5ARRY -BEI(� purpose or project nor reproduced by any physical or digital means or distributed in any kind ALUMINUM ST T COLOR of media without PRIOR EXPRESS WRITTEN CONSENT of the HADP Architecture Inc. WHITE COLOR Copyright (c) 2006 HADP Architecture Inc. W/ TEMPLE TINTED GLASS ROOF LINE Civil Engineer T.Y.LIN INTERNATIONAL/ H.J.ROSS r ��._ 201 ALHAMBRA CIRCLE,SUITE 900 �.. BEYOND 'X12 EXTRUDED .. _ R 28' -6" CORAL GABLES, FL, 33134 !2 Y ALUMINUM TRELLIS BY BUSKIN OR -------------------- SIMILR ATTACHED TO THE WALL A1' - _ - - _ - TOP C PARAPET Landscape Architect i i �5[BBPS - -- -- - - r - -- - , - - - -- _____ 5' - O "O.C. MIN. VERIFY W/MANUF. P 57.98 PSF 57.35 PSF 56.81 PSF +56.81 PSF + 6.81 PSF +59.01 PSF MEAD COLLECTOR - 1 /4 "/FT. SLOPE "/FT. SLOPE C DOWNSPOUT (SEE DETAILS " ,; .67 PSF 4 -62.14 PSF 62.14 PSF 6e.14 PSF -64.33 PSF JAMES SANTIAGO EXISTING BUILDING FT C 690 NE 13TH STREET, SUITE 105 EXISTING WIND , , , FT. LAUDERDALE, FL, 33304 , t Structural Engineer FINISH FLOOR - - - -- - - - - - - h y �; _ "# SECOND FLOOR log 11 111111111111111,411 111111 1111111 1111111 1 11 111 gill I - - - - -- M.A. SUAREZ & ASSOCIATES I-& u � �-- -- - -- -- - - - - - -- EL. zt 3 -O 4869 S.W. 75TH AVE. \ EXISTING DOOR TOP OF GLASS BLOCK MIAMI FL � 33155 EL.-- t t 0 -O FIl�SHFL� ----- - - - - -- A-\ EL. =t tO - NORTH SC�rLE: 3/32 ° ' = I' -,�" /� °�- I +56. PSF +58.86 PSF FINISH FLOOR MEP & Fire Protection Engineer E L E Vii I I OI V J E ; >C � 8: BUILDING ALUMINUM STOREFRONT -6 PSF -64.18 PSF 12'x12" GLASS BLOCK S.G.M. ENGINEERING, INC. WHITE COLOR 433 PLAZA REAL, SUITE 275 2 UV IMPACT RESISTANT TINTED BOCA RATON, FL, 33432 A B C D ACOUSTICAL ENGINEER R LINE ACOUSTINET, INC. I ALUM UM STOREFR ROOF L� C 7570 NW 14 STREET, STE 112 MIAMI, FL, 33122 U-I COLOR ME COLOR W/ TE!"IPLE TINTED GLASS CoNCII FLAT TU ROOF -BAWr -PEED ot i EL,.a 2#-W 2 EL.= t 2i3' -t<!n TOP OF PARAPET - - -- _ TOP OF PARAPET - - - - - - - - - - - - - - - - - i EXISTING BUILDING ME MAML A7mt) +57.73 PSF I +57.73 PSF +57. 3 PSF +57.73 PSF BEYOND bd OON1 calrlER 3 1 W T1 T LLI 62.97 PSF 62.97 PSF -62.9 SF 62.97 PSF 141 B - / / \ E ��} 4-4 4X4 4X4 4X4 4X4 4X4 \ Ulm UAwOdU EL.- 12 -4" - - - +57.73 PSF I - - - - - +57.80 PSF - - - +59.34 PSF 2t� FL +58.2 PSF 4 +58.2 PSF _ - - - - 64.66 PSF \� 63.2 PSF A' SECOND FLOOR -73.94 PSF --- - - - - -- �------------- - - - - -- -63.13 PSF - � - - - -- -- -63.2 PSF N V0RIL i (SEE DETAIL b /ATmT) OIL i \ II I c� \ 10 o i = t KEY PLAN $ 1ST FLOOR FIId i FNSW rn FLOG 10 INTERIOR WINDOW PRESSURE 03 -17 -08 0 W 5T L. VATIOI�I 12 ° 'X12" GLASS 35LOCK S TAI R VASE I LEV TION ' 3 9 STUCCO DETAIL 11 -20 -07 '- SC,4LE: I /S ° °= 1 ° -� °° 8 GENERAL REVISION 09 -21 -07 N 5 OWNER CHANGES PH -1 02 -07 -07 0 I 2 3 PHASE 1 CD'S 09 -19 -06 N 2 PHASING REVISION 05 -22 -05 0 ALUMINUM STOREFRONT STUCCO FINISH 1 REVISION 1 W1 FIRE COMMENTS O4 -19 -05 BARRY BEIGE � .. . WHITE DOLOR n Descri i n ROOF LINE Revision t o Date ROOF L 5/8 STUCCO FINISH P 1 14 "/FT I SLOPE 1 /4 "/FT. LOPE i W/ IMPACT RESISTANT TINTED I COLOR Project No. E GLASS i j 1103090 0 DOWNSPOUT (SEE DETAILS) File Name CS 58-150 CHANNEL ' I ALUM. SHADE , I i 1103090 5O0.DWG EL.= t 28' -6" � � � REVEAL BY VINYL � � CORP. OR SIMILAR Scale Date AT TOP OF PARAPET - - - - - - - - ° AS NOTED 09 - 19 - 06 F +s2.so Ps +62 PSF + U-9 © Drawing Title N 1 PSF -59. PSF -61 - - - - - - - - - - ------- - - - - -- .40 PSF +54.3 5F +56.40 PSF 2�Fi -_ i - i � 67.92 PSF 6.72 .72 P 1 -- C9 -64.66 PSF PSF TOP OF ROOF r EXTERIOR ELEVATIONS -64.66 i i - O V �� Of A i _ EL,--t 12' -4" ' _sr� vul�o�rs - _ 1sT �ul�o�� .- t II' -3 ! SECOND FLOOR - - -- ! - - - -- -- - -- - ---- - - - - -- ------- - - - - -- EL_ Sh eet Number r+ .34 PSF F .34 PSF +5 66 PSF M. FLR. (EXGST. BLDG) CL -77,17 PSF -64.66 PSF -6 .66 PSF �`` 0 D E >asTING EXTERIOR E i i ID WALL - r Professional of Record: EDWARD F. CANNON t ' ' r n Pr ° t ofessional Registration No: AR 001327 3 ® -O EL. � _ _ EL. _t t 9 N F 5/8 STUCCO FIAIISH Seal: FI ISH F FINISH FLOOR 1:12 HTi. RAMP BEYOND +59.34 PSF +56.94 PSF -56.95 PSF C -64.66 PSF -62.26 PSF -64.27 PSF , 3 V STUCCO RES ' 50UTI� EL • • SC�rLE: 3/32 "= I ' - �rr EXISTING BUILDINGS SOLE: FULL s APPROVED PERMIT SET 10/19104 MAR 1 2008 5 4 3 2 t� ' OVC, C WA(�IAJ (A.) 1 CJ DDS . sop P E N ad Shores Villa A�PPOV ED BY DATE °T E I D, ` PT - T TO COMPLIANC WI I H ALL F DEFT L i � I AND COUNTY RULES AND REGULATIONS 0 kO p t e� �`�' ECG �i �` `� •r C� ` UNDERGROUND NOTES NOTE- UNDERGROUND PIPING TO BEt�`� DR14 GENERAL. NOTES � TRENCHE , � �, PVC LI VE BR UTE) , BURIED so IwIN. .aw F�vfSH FIRE SPRINKLER SYSTEM �, r =a , BACKFILL SHALL BE WELL TAMPED IN LAYERS RIDER GRADE AND 3W UNDER A DRIOt6'�1fA't y } , 'iB� CONTAIN NO ASHES CINDERS REFUSE 1 p,85 T,L g,•. AND AROUND PIPES TO PREVENT SETTLEMENT OR LATERAL Cr 5S fi 4 MOVEMENT, AND SHALL , , .- DESIGN AND INSTALLATION TO BE PER N.F.P.A ,,je MATTER OR OTHER CORROSIVE MATERIALS. 13 (2002 EDITION) FIRE HYDRANT G %////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / % / / // Ceiling . 2. - ALL FIRE SPRINKLER DEVICES TO BE " LI , L.. " ILA (SEE CIVIL DWG) T1+G�CK3 SHALL NOT BE PLACED N S. PROP. 32' X 8' LISTED AND /OR "F.M." APPROVED IN TFam AES CUT TFROUGH ROCK, TAMPED BACKFILL SHALL NOTE: I U,� FOR AT LEAST 6 INCHES UNDER AND AROUND PIPE ALL UNDERGROUND WORK TO BE IN ; 3.- SYSTEM IS DESIGNED FOR: LIGHT HAZARD IN CLASSROOM TAPPING SLEEVE Q WITH 8' GATE VALVE AN FOR AT LEAST 24 INCHES ABOVE PIPE. ACCORDANCE WITH NF .P.A. 13 (20091EDITION) AND CORRIDOR, ORDINARY HAZARD IN MECHANICAL ROOM ' Obstruction � 4.- PIPING TO BE BLACK ASTM A -120 UNDERGROUND PIPE SHALL BE HYDROSTATICALLY TESTED -�- 200 FOR NO LESS THAN TWO HOURS. A.) - XL" (ASTM A -135) M \ 1 A FOR 1" THRU 2" DIAM. Q Elevation View B.) SCHEDULE 10 FOR 2 THRU 6" EXIST. 12 DIAM. U.N.O. EXIST. 12 )ia®tsr..s.. ®.�.� :.'® ®. . .®a�®.�. ar�.t®s ®.. ®® ®raV !.P _ yj(M a.®o:.O® ®Goa ®..a `m an .� struhonsBjoDischarge( SSU /SS _ P )ofSprinklers to Avoid Ob -' . mmmm - 5.- FITTING TO BE BLACK CAST IRON CLASS 125 FOR D•l.P. WM 'able 8.6.5.1 -2 Positioning of Sprinlders to Avoid 8'x 6' $' D.I. 1 3bshvctionstoDischarge(SSU /SSP) MEGALUG RETAINER GLANDS , 1" THRU 2" DIAM. AND GROOVED TYPE WITH 175 LBS. Mth St. . 6 DROP !N ANCHOR REDUCER ' (38 FEET) 1 BL 1 MavmmnABoavable CONCRETE THRUST MIN. COUPLING FOR 2 THRU 6" DIAM. U.N.O. -- i P g Distance of BLACK NEEDED _ _ _ _ ____ _ t� -�y-�- PIPE---- above ___ - - -- utw. r Lr E- - - -- Botto m of 6.- HANGERS TO BE N.F.P.A. 13-2002 - - -- TEST CERTIfaCATE3 TO MIAMI _ ____ n�..A A�� Table 8.8 inid Posifion of Spriuk]ets to Avoid crule cfions - - -- - 1 Distance from Sprinklers to Obstruction(in.) (B) FCr-NVA1� MATERIAL AND - BE 3 I -jILTi to Discharge (Extended Cove U n bt and Pendent 1 � Side of Obstruction (A) 7, - HANGER TO $" OR 1 2" / / Spray Sprinlders) ° DADE FIRE DEFT AT COMPLETION OF PROJECT T �� " A TR AND HANGER RING 1 POINT Q� SOUTHERN FIRE CONTROL, INC. 1 Bess than 1 ft WITH 3/8 O 1 /2 Maximum Allowable q T❑ START AT PAINT I ft to less than l ft 6 in. 3A Distance Bottom ctor S 1 l ft6 t '� y t to 2 an 2 ft CON TROL WILL NOT BE RESPONSIBLE Distance from Sprinklerx to ❑F SE : 2 ft b less than than . ) i ' - �j - SOUTHERN FIRE GQN Side of Obstruction q above Bottom of SERVICE 1 1 7t UNDISTURBED O Obstrucfion (in.) (B) - - a 2 ft 6 in. to less than 3 ft ' 9 q - `• Less than 1 ft4 - - } - -- 1 than 3 ft 6' /a 4 ° __ - -- - -- - -- - - 1 -- - 3 less an m. M1. , t _ ft to 12 . ] ft to less than ] ft 6 in. _ _ -- - - -- -- - - - - -`- 3 ft 6 in. to less than 4 ft i SOIL FOR THE FOLLOWING; F 'r' R 2 ft 6 I to less t han 2 8 ° _ - _ 4 ft to less than 4 ft 6 in. 1 � A. - ELECTRICAL WRING OF ANY TYPE 2 ft 6 less than 2 a 6 in. 1 gy p' GATE VALVE 1 4 ft 6 in. to less than 5 ft 18 3Rtol- tolan3ftt6in. 1 6' BACKFLOW PREVENTER 5ft and greater B.- PAINTING OF PIPE OF ANY KIND 3 ft to less than than4 . 1 ///�� ^ � AT POINT OF SERVICE 1 _� 3ft6in.tolessthan4ft 3 AMES 3000 SS Q r.5 1 ForSIunits,Iin.= 25.4mm;lfr =0x048 m. SURE TESTED AT 200 PSI 4 ft to less than Oft bin. 3 `� V 1 Nom:For (A) and (B), refer to Figure 8.6.5.1.2(a). ALL PIPING TO BE PRES 4 x 6 in. to less than 5 ft 5 5 ft to less than 5 ft 6 in. 7 �• BEARING AGAINST TRENCH WAILS FOR TWO HOURS AS PER NFPA -13 5 ft 6 in. to less tha 6 in. 7 n 6 ft 7 6' POST :T E ft to less than 61 6ft6in.t1less1han7ft g INDICATOR ' 7 ft and greater 11 ' 14 V ALYE <P I V) ' ' iiiiiiaiaaaiiiaia��aaii /jai /�aiiiaiaiiiaiiiiiiia� �� WOW units, mm; 1 ft - 0.3048 m. , w 1 Note: For (A) and (B), refer to Fi 1 % Ceiling MEGALUG RETAINER GLA,IDS �. 10.- ALL CONTROL VALVES SHALL BE PROP For SI 1 in. = 25.4 ERLY IDENTIFIED gore 8.8.5.1.2(x). ! �+ Ni j III �!" �� BLOCKS NEEDED RUST AS PER NFPA -13 b' PVC I N A N 11 �" �� .- FIRE SPRINKLER SYSTEM TO BE CENTRALLY MONITORED \- e ei ling BY OTHERS) C eilin g � <I13 FEET) ��'� Vii°' % �6strucSon UND. PIPE w o % D A V �� 1 j 12. PROVIDE SPARE HEAD CABINET WITH WRENCH AND SPRINKLERS, MOUNT IN MECHANICAL ROOM Obstruction - D <_30ia(O.Bm) [A2(D- 0.2mj +8) Wall 13.- PROVIDE GUARD TO SPRINKLER HEADS UNDER LOWEST / LANDINGS IN STAIR, ELEVATOR EQUIPMENT ROOM, A '• ELEVATOR SHAFTS Elevation V' Elevation View ew 1 EIGURE 8.8.5.1s(a> Position of Sprinklers to Avoid Ob. 1 FIR:-' DEPT. � I CONNECTION 1 I o Discharge (Extended Cover eU ri ht an _ 4` 2 ,v , -' x 2Tc' 1 FIGURE 8.6.5.1.2 (b) Obstructions Against walls (ssu /ssP ). 14.- A ZONED DIAGRAM OF THE SPRINKLER SYSTEM SHOULD BE structions t dent Sprayi ), P g apex 1 POSTED ADJACENT TO THE CONTROL VALVES LOCATED ON SCHOO ATE 1 W A Q�V UNDISO ABED THE SPRINKLER RISER. ME !11®. E EV 1 - 1 �..- ... ®. ® ® ®. ®....,..... --� TAKEN USED '. cc+� 1 1 L (78 STATIC 55.00 PSI 55.00 PSI F.1 = 1� 4' PVC a FEET) RESIDUAL 45.00 PSI 45.00 PSI FLOW (GPM) 2000 GPM 2000 GPM U. " UND. PIPE T DATE 03 -16 -2007 -- �� r 6' PVC SAE H YDRAN T TIME 2:00 PM NO SCALE TOTAL SPRINKLER HEADS THIS JOB = 178 w (53 FEET) - SOURCE MIAMI DADE FIRE DEPT. 1 ; UND, PIPE INSPECTOR S AREA, IF THE CONSTRUCTION LOCA CHECK THE CONSTRUCTION OF THI TIONS) 320 N.W. 1 t 5 STREET CONSIST OF CONCRETE TEES THE LONGEST POCKET BETWEEN THE MIAMI SHORES, FLORIDA HYD CALC FILE # BMS 1_ i SEE DWG, FP -2 }` BMS '-' \ ➢ TEES SHALL BE NO LONGER TITAN 32 FEET, AND THE DEPTH OF THE c Z FOR CONTINUAT TEES SHALL NO BE MORE THAN 30 INCHES, IF THE CONCRETE TEES 1 :.:.. ARE LONGER THAN 32 FEET THE CONTRACTOR SHALL INSTALL } I ,''.•, ;/ I I •� BAFFLES IN ALL THE POCKETS 32 FEET APART. SEE MANUFACTURER c r,a f,�� F ►YI - ._J =! LITERATURE PAGE #4 " •` PIPE TO FIRE y CHECK THE ALL THE SPRINKLER PIPE SHALL BE LIGHT WALL (NO SPRINKLER SYSTEMI ' ' •� • '` THREAD FITTINGS ALLOWED EXCEPT THE SPRINKLER DROPS, IT SHALL BE XL PIPE ( THE SHINING PIPE), IF THE ARM -OVER ARE NOT LIGHT WALL THE CONTRACTOR SHALL RESUBMIT FOR REVIEW. 1 / _ J . S MAKE SURE THE DRAIN RISER IS NO LESS THAN 1 /z" PIPE 6" FRICTION CLAMP ' ' 9 1 r I t �� RL �'� I :JK O (SAW G-FV EARS) ( E FOR PERMIT REVIEW - HE INSPECTION." 1 2 X O -8 W/ 6 INSPECTOR USE THE JOB COPY ONLY FOR T LD " OF THREAD II! f' '1 " PIPE NUT 2 . 7 �� h � �I [7 FOR CONSTRUCTION INSPECTOR MAKE SURE THE UNDERGROUND PIPE IS FLUSH ,PRESSURE -2 X 1-6 TOE TESTED AND THAT HE COMPLIES WITH NFPA 13 2002 SECTION 16.1 +1'-O" Miami ores Village 0 AS BUILT U fl INC 0 --2" FLOOR FLANGE (GALV) ELEV. DATE S U�HEI�v i' IRL CUNR L, "1 I5 - �i A THE BACKFLOW PREVENTER IS FLOW TESTED AS REQUIRE BY NFPA 13 _ APPROVED E 2002 SECTION 16.2.5.1 AND 16.2.5.2 /� ' > �� T�ND FIN GRADE ZONING DEPT �J : {: IN THE ELECTRICAL ROOM AND THE STORAGE ROOM HE SIDE VTEyr : � �� 07 CONTRACTOR SHALL PROVIDE UPRIGHT SPRIN KLERS, THE MAXIMUM THIS DRAWING AS AN INSTRUMENT OF SERVICE IS DISTANCE A SIDE WALL CAN BE LOCATED IN ORDINARY HAZARD FOR BACKFLOW) _ BLDG DEPT THE PROPERTY OF SOUTHERN FIRE CONTROL, INC. N�3RTH OCCUPANCY k SUB " LANCE \" TH ALL FEDERAL Y IS 10 FEET SEE NFPA 13 2002 SECTION 8.7.2.2.1 TABLE AND IS NOT TO BE USED ON OTHER WORK, UNDERGROUND PIPE FROM- SUBJECT TO C REPRODUCED IN WHOLE OR PART iMTHOUT INK 8 ffE PLAN 8.7.2.2.1 y WATER MAIN SUPPLY FIRE STATE AND COUNTY RULES NO REGULATIONS SOUTHERN FIRE CONTROL, INC.'S EXPRESS • I THIS PERMIT WAS AWARDED BASED ON THE CONTRACTOR WRITTEN CONSENT. OFFICE Co y UNDERGROUND PIPE TO RESUBMIT AS BUILT DRAWINGS BEFORE FINAL INSPECTION PROVIDE LOCAL WATER FLOW R AS REQUIRE BY NFPA 13 P� U�►. ®'°®°° _ os V� vE (T P AL S E CTION 8.16.1.1 N.T.S. (E WOR its � . .• � C F at •rte r 15 0 30 64 DOUBLE CHECK CON ECMONS FOR 0 -300/ PRESSURE GAUGE DETECTOR ASSEMBLY. BACKFLOW TESTING _ _ � � � I ��iE CEPI�RT�lENT © 05 - 22 - 07 AS PER CITY COMMENTS 2 JR MTN Ile 3 WAY VALVE 1/4 RELIEF VALVE ON s f P �•Eil�' , I ER I,D, 0. 1 f 73-3 -7 -i6Zl/J Q 03 -30 -07 AS PER CITY COMMENTS JR CITY SIDE OF BACKFIOW �, - 1 � - v i�`�'_ 01 -19 -07 iSSU FOR PERMIT JR SCALE 1 INC H - 3 4 FEET `� 11� EO ,-, ,.,,rte/ a 1 /a "x z 1 /2 x 4 FIRE no NO ELL I DEPARTMENT CO NN. 0 6' YARD P.I.V. _ _. _. REVISIONS A BY j WITH TAMPER SWITCH . DATE (ELECT. WORK BY OTHERS) go i DDATE � J 4' TxG NIPPLE 1 , 0 PIPE STAND F E R e GROOVED CHECK t 2' -$» - ��P�R:�'ISE`0 FIRE SpRltblrL_ y SYSTEM REQUIRFD VALVE � � � �'� L SOUT��ERN FIRE CONTROL, INC. CONIC. F REWD 575 Sawgrass Corporate Pkwy. Miaml Dade (305) 621 -4800 PtIG NOTE FIN GRADE 4 D.I. PIPE Sunrise, FL 33325 Br ®ward (954j 853 -1600 FAX 954 845 -2718 1.- ALL DEDft�ATT63 � MAINS FFTOM POINT OF ST�"ICE TO T LD TO BE INSTALLED BY A STATE LICENSED FIRE SIRRMKL.ER CONTRACTOR (CLASS 1, 2 OR 51 DESCRIPTION so• ELL FIRE SPRINKLER SYSTEM FOR 4' MANUFACTURED AMES R: 2- INSTALLATION TO BE 14 ACCO SIZE HDANCE WITH NJFPA 13 (ECmoN M)2) MODES, 3ooass 3' -O' : {� BARRY- UNIVERSITY 3,- ALL MATERIALS SHALL BE UL l.JSTED FOR FIRE PROTEC TION � a� SERVICE AND CC&4PLY WITI'f AWWA STANDAi�DS ------777�� F' PVC UNDERGROUND FIRE PVC UNDERGROUND 8.G. ME04CAL SCIENCES PHASE 1 T'PING TO BE. T3URIED TO A MINII)iI 1 30 INCA I'E� TBELOW RNBH GRATA F' PVC UNDERGROUND _ y FIRE MAIN TO SYSTEM SE MAIN FOR SYSTEM FIRE RE MAIN FROM CITY Jl SEE PLAN FOR GONt SEE PLAN FOR CONT. - AND 36 INCF ES UNDER A DRIVE WAY SEE PLAN FOR CONT. j 1 TO Y RETAINED BY T1°1FiUST BLOCKS �i LISTED .30QYT f�STI�43NT NO CONCRETE THRUST MEGALUG RETAINER GLANDS _ } a- ALL 320 N. �� k a�OINTS BE PROPET�L Wayne MB�fIC�'�SMi B�fI�� ) BLOCKS NEEDED. 1120 $� Uft CQt�' t � �IAMI ��' � �61 6.- ALL PIPING AND LEAD-INS TO BE FLUSHED PER NFPA BEFORE CONNECTION D TO INSIDE FFE SPRN KLER SYSTEM - Bess�•t, *9.33411 Q �54r-8'� -3:325 / PE# :72115 [� P.AV'ift�k JOB NO JR 7.- PIPINGS TO BE C -900 00-14 `,IVITH MECHANICAL JOINT FITnNW. POST INDICAT Y � P�1 ;' � 1A1, SH>< =ET CW C HEC K � 01-1"7 x [y -=CT OR D �/A1L. AIL. _ - - i �\ AUG 2 7 2007 0 SCALE= I N N, T. S. H. T. S. N.T.S. � �f(� AS NOTED FP 5: l s I � I �'' •- ..t 4 - .... _ -i _, 1 , !-_• :- 1 a7 ( i 1 I - , - } _.z { . � . +: : _ now mommommum .i" -' �'.. � «.. __ter. "- , > .. .. _ _ _ M _ - _. .. •': { 1 2 3 4 5 6 7 ' -HILT] 3/8 STUD i ` TOP BEAM CLAMP IMTH FOR 1 " -4" PIPE HILT] DROP IN ANCHOR I i I i I `LOCKNUT - 3/8" FOR 1 " -4" PIPE ROD COUPLING 1/2 FOR 6" PIPE ~` BOT. CHORD OF JOIST ALL THREAD ROD ALL THREAD ROD I 1 3/8" FOR 1 " -4" PIPE 3/8 FOR 1 " - 4" PIPE ALL THREAD ROD 1/2 FOR 6 PIPE HANGER RING 1 " -4" HANGER RIN� 1 "- 6 I " l 1 1 1 1 PIPE RING PIPE 1 - -4" PIPE 1'-6" TY I , I T CLAM POWER D IN R -- t I p O 112 O 0 0 112 C) O � 2 z i -I t. V U I 1W o �'h� R AIL -4 0 ® I � N.T.S. �v L I I I I i I ix I I EL 'CT. RO M � 7 • i t� O � � I BUTTERFLY VALVE W /TAMPER SNITCH o . a • • 1 WATER FLAW SWITCH I p � OB -----— ° _ _ _ x o PRESSURE GAUGE p I p -• 3 -8 • • 1 I 112 in i I FLOOR d • - - 1 5 i � � _ 1 1 6 lfl 2 8 7 -lfl fl 6 0. - o 2 2 2 2 N 1 - 0 2 N 12 N O 0 O O o a• - - 3 -9 6 -9 3-9 7 -5 9 -4 0 -6 -0 3 -4 am rr _j"_ULUj.UjqjjUj" LI I III 1.1111111H] .Mill III IIIIIIJUIU11111 111111 111111 I I sun / N / / N 1 ':. ® • • r { 2%' T / I A3 I 3 -6 Q SYSTEM •,;� 7 t � / � N o 3_6 I I I SEE DWG FOR DETAIL • - • / o 0 0 0 ° 1 o `0 IX' TEST AND DRAIN VALVE S { I �- I / ° SUSPENDED CEILING ° I 1 e' r.: • s E1FY. Cir' HG - 9 - • N ' 1 N : -.. lo 2' DRAIN lo 0_9 4' SPRINKLER RISER lo C) BUTTERFLY VALVE p -9 / I I 1� W /TAMPER SWITCH,. FOUNTAIN Q ® 2 2 �- RED. CPLG. o. o -6497 ' NEW 6 �� UNDERG OUND PIPE 6' UNDERGROUND I PIPE FROM 0 _ WATER MAIN SUPPLY ' / `�' ® I {� FROM CITY WATtR MAIN, SEE ' " �, co ° < �- CONTINUATION I N DWG FP -1 -� 0. r - o { t 1 , I VAL AIL I 0 -9 GJ 0-9 1 / • IW Q - la 4" FIRE SPRINKLER 2 • z I I I RISER UP TO 2ND. FLOOR r !° 2 3- - - - WITH 2" MAIN DRAIN RISER -- p IZ) o * � r- � I 1 THIS DRAWING IS RELEASED 7 6 I 2 1 2" FIRE SPRINKLER CONTROL VALVE FOR PERMIT REVIEW Z4 GO _ SEE DETAIL 11 FOR CONSTRUCTION 2 2 2 2 2 2 2 ❑ AS BUILT i — 4 3 —� ® 4 -6 13- -s 10- • 3 -2 6 �r� —© $ -s a- � SOUTHERN FIRE CONTROL, INC. 01 -25 -07 N N N I • I � �T OFFICE _ • F�� w, SlJPP SYSTL-14 APPROVED BY ° LIGHT (BY OTHERS ao _ _ _ FIRE (ARM STROBE B'IB�1. "DOE O D {� F1RE DEPARTMENT THIS DRAWING AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF SOUTHERN FIRE CONTROL, INC. i ' I ' , f SPR;NKLER B.D. NO. Q 7 - 7 - Gy AND IS NOT - TO BE USED ON OTHER WORK, rn 1 6 " ELECT. BELL i 120 VAC, REPRODUCED IN WHOLE OR PART WITHOUT ;., ELECT. POLARIZED 95 DBA OTHERS) I I.D. NO. Q SOUTHERN FIRE CONTROL, INC.'S EXPRESS ROOM ELECT. WORK BY TN t I ( O I � B - j k _ WRITTEN CONSENT. p I • • I I 1 { DATE 5- BY t I 6 -10 APP T BMS1 CLASSROOM ' • , -' 0 1 DOWN TO - i a HYDRAULIC DESIGN AREA 0.10/900 SQ,FT, ELEV. PIT FLOOR + REDUCED 40% WITH CLG. HG. OF 9' -0' I O �i I N HYDRAULIC - SYSTEM USING QUICK RESPONSE SPRINKLER HEADS N ° /2\ 05 -22 -07 AS PER CITY COMMENTS # 2 J R I - A_ O _ ( j & 03 -30 -07 AS PER C ITY COMMENTS JR ACCORDING TO N.F.P.A, 13 2002 EDITION SPRINKLER HEAD - - - THIS BUILDING IS PROTECTED 11.2.3.2.31 BELOW STAIR ' ' ' BY A HYDRAULICALLY DESIGNED 01 -25 -07 ISSUED FOR PERMIT JR Iii= - - 3>I EX t�SED AUTOMATC SPRINKLER SYSTEM N0. DATE RE w S{ONS BY -- SPRINKLER HEAD - - -- - - - - 1 { 11 �I EXT ICTURE BELOW STAIR —J ci $� 9 -6 ° I co FIRST FLOOR LOCATION CLASSR poM I � o 1 O 1 of 1 O 1 O OF SPRINKLERS I S t o o ° SOUTHERN FIRE CONTROL, INC. _ - rate Pk Mi - - -- - - - -- - -- - - -- - -- - - - - - _ _� � _ ( � 575 Sawgrass Corporate Pkwy. 'aml Dade (305) 621 4800 BASIS 0 F DESIGN Sunrise, FL 33325 Broward (954) 858 - 1600 o 1" SLOW CLOSE INDICATING i FAX (954) 845 - 2718 Q vIB CONTROL VAL WITH BUILT -IN 1. DENSITY o 10 G i>M /so. FT. �i TAMPER SWITC FIRE SPRINKLER SYSTEM FOR: vl 2. DESIGNED AREA DISCHARGE 900 SQ. FT. SYSTEM DEMAND ® A� B ARRY UNIVERSITY f ICI SP RINK L ER A L G I �D 1. GPM DISCHARGE 191.41 2. RESIDUAL PRESSURE AT THE 41 58 t�M — -- PSI G. SYM CNT NAME METAL TEMP K NPT MFG, M ❑DEL# I.D. # ESCUT BASE OF THE RISER S. MEDICAL SCIENCES PHASE 1 `� 58 RECE SSED 1 WHITE 135 8.0 3/4 TYCO EC -8 TY4232 WHITE r T LOO - -- C - - --- BARRY UNIVERSITY O 13 RECESSED WHITE 155 5.6 1/2' TYC❑ TY -FRB TY3231 WHITE S.G. MEDICAL SCIENCES PHA 1 320 NX 115 STREET FIRE I SPRIN KL ER NORTH O 6 UPRIGHT BRASS 1' - 155 5.6 T_ 112' TYCO TY -FRB TY3131 NONE MfAMf SHORES, FL 333161 SCALE; 1/8' = -0' ® 7 UPRIGHT BRASS 155 11.2 3/4' T E -1 1 TY5137 NONE I - - -- - - -- - - -- + -- — - - - -- — -- - -- — - — -- - - - - -- HYDRAULIC PLATE FOR 1st. FLOOR ® DI�aWrr ,toB No ?1 1 f y -- UPRIGHT I BR 200 5.6 112' TYCO TY -FRB TY3131 NONE 2 JR X - - - - - -- -- -- -- -- -- -- - 4Yay1� Edls{°khem ®tt I TYCO TY -FRB TY3331 co -- ® 1 SIDEWALL BRASS 200 5.6 1/2 Y NONE DATE t1 SCALE 1/8'=I 1/2 -' TYCO TY FRB TY3331 WHITE ' 11120 Ste• �� Colir't SHEET a� Deer le4d �nOh FL D 3 SIDEWALL WHITE 155 5.6 ¢ �� 33441 (?{ - ZJr-07 1` C -3625 / PE4 am E 88 TOTAL SPRINKLER HEAM FIRST FLOOR Z ��: � AS NOTED FP A.H...Ir OF 3 MAN DADE COUN1Y _ ..: ::f T _. l� � n h , 3 �s R a. _ ._ IT _.._ _ f n �y{ _ -.... ._ .,. ,. - . .-+s .. .. -. - ,.. ,.. .., -+..> z ; „_ >. .s'9 '{,. 2 3 4 5 6 7 ' -HIL11 3/8" STUD HILTI DROP IN ANCHOR TOP BEAM CLAMP WITH FOR 1"-4" PIPE 3/8" FOR 1"-4" PIPE I 1 I LOCKNUT ' -3/8" ROD COUPLING 1/2" FOR 6" PIPE SOT. CHORD f OF JOIST ALL THREAD ROD ALL THREAD ROD /8 3 " FOR 1 " -4" PIPE 3/8" FOR 1"-4" PIPE I 1 -- -ALL THREAD ROD 1/2" FOR 6" PIPE HANGER RING 1 " -4" HANGER RING 1 " -6" PIPE RING " _ - I PIPE 1 4" PIPE 1 6" I s SP. CL _ T P POWER DRIVEN STUD DROP IN A NCHOR 14 1 f o • _ o I 0 HMGER t- � • i AL Hi _ N.T.S. o Ld I t N O O O O 1 - a • • • t • I BUTTERFLY VALVE 0 1 I W /TAMPER SWITCH 0 3 + 1 - � WATER FLOW SWITCH i 0 O P - t REESURE GAUGE 2 - 7 o i o IZ011 0 L - -- ROOF N d ( ELECT. i - I • H Y D R AU L IC �f -Ehl °� • LAC S YS 1 �M I,I B o -- - - - -- - - -- - - -- — - - - 1 - - - __ , - --(- . - __ _ __._ _,.... � ; , . _ � _ 3 � +- ELEV. Ire ,q SpipKa t THIS BUILDING IS PROTECTED � `� RE QUIRE 1 4-1 b b AAA BY A HYDRAULICALLY DESIGNED tt 3 TO SYSTEM - -- I AUTOMATC SPRINKLER SYSTEM SEE DWG FOR DETAIL I 1 LI TEST AND DRAIN VALVE ® 0 LOCATION SECOND FLOOR — MECH. RY Ev. r-r / � � t • 1 # OF SPRINKLERS 0 j ►� ° ® SUSPENDED CEILING ® ' HG 9 0 ' ' tt BASIS OF DESIGN • 1 ' - - t t I _ 4' SPRINKLER RISER 0.4 - 1. DENSITY 0.15 GPM /SFJ. FT. r '� o �_ _ � t • I � i 3-03 • • 2 DESIGNED AREA DISCHARGE 15'00 S0. FT. 2' DRAIN SYSTEM DEMAND SEOO MOOR ' OPEN TO ; I 1. GPM DISCHARGE 3(1.37 GPM o . o . e o BELOW 2. RESIDUAL Pt ;t E' • - - F 1� THE 4a_ Ps1 / BASE OF THE RISER , / M 1 I / 3 IJU I BARRY N UN ERSITY / BMS3 MECH, ROOM S.G. MEDICAL SCIENCES PEASE 1 / t o t - I VALVE AIL • HYDRAULIC DESIGN AREA•. 74 Le _7 "= 0.15/1500 SQ.FT. ' N.T.S. ORDINARY HAZARD l HYDRAULIC PLATE FOR ,"end. FLOOR % - tt t1 Q j t • t , OCCUPANCIES, GROUP I I -1 _ r -3 , ® 0 1 , 4 2 O � • / / t o _ I o A/ I THIS DRAWING IS RELEASED I I ' 4" FIRE SPRINKLER R FO PERMIT REVIEW RISER FROM FIRST FLOOR C - - - - - WITH 2 MAIN DRAIN RISER ❑ FOR CONSTRUCTION o I 3 -0 8 -0 -0 0 -6 0-6 18 -0 2 -6 1 9 -2 - 3 - 3 ❑ AS BUILT • s • r N N 7 3- / 2 - 1 ' + - 3" FIRE SPRINKLER OFICE COPY SOUTHERN FIRE CONTROL INC. 1- 5- 07 ,�, t o 2s ,/ ,/ / 2s, ,/ 24 - j CONTROL VALVE N 0 2 I •� SEE E DETAIL � /' (�" 'ION S T �U� >� I S ' . DAD CO FIRE OVAR -T THIS DRAWING AS AN INSTRUMENT OF SERVICE IS / THE PROPERTY OF SOUTHERN FIRE CONTROL, INC. SPR. C'g p'; �, E /� �j /�f '• CSI / / ,/ / / ,/ / / / , INKL.ER I.D. N0. V / • S, ° W6� AND IS NOT TO BE USED ON OTHER WORK, \ °y / / REPRODUCED IN WHOLE OR PART WITHOUT f.D. NO SOUTHERN FIRE CONTROL INC.'S EXPRESS Y / WRITTEN CONSENT. ®ATE B IV 14 / , ! 1 I / I / �/ / / ' IY BMS2 OFFICES � \ �" o 1 -2 i / UP � ELEV. CLG HYDRAULIC N AREA 0.10/900 SQ,FT, I D ULIC DESIG E ___ I REDUCED 40% WITH CLG, HG, OF 9' -0" OPE4�Ilf"�Dl�l�l�OW \ N ' t /,' /' o //,/ /' / o /' / ,/ HYDRAULIC - SYSTEM � 05 -22 -07 AS PER CITY COMMENTS # 2 JR USING QUICK RESPONSE SPRINKLER HEADS I 1 0 ' �' % /� /" / - � - / - -�` 03- 30-1)7 AS PER CITY COMMENTS JR ACCORDING TO N,F,P.A, 13 2002 EDITION - ,/ ,/ ' / / THIS BUILDING IS PROTECTED 11,2.3.2.3.1 - t BY A HYDRAULICALLY DESIGNED 01 -25 - 07 ISSUED FOR PERMIT ,!R A UTO M ATIC SPRINKLER SYSTEM 1 / - NO. DATE REVISIONS BY I! T17 1 1 1 1 4 /- t4 -4 1 -2 ® LOCATION S ECON D F LOOR — OFFI I'rH rT ". - XTROL V (L VE, IT A 13 T � ,,i�j' ,/ /' r / I I # OF SPRINKLERS � � SOUTHERN FIRE CONTROL ' INC. t - -- I T MP WITC / � I I 57 __- z_��T_ 1 - _- - - - - - - --- .IIIJ�111 :� - = -_ - = - -r = _ - - - -- -- - - -- - - - 5 Sawgrass Corporate Pkwy. Miami Dade (305) 621 -4800 r _ _ _ _ ' � - - - - { BASIS 0 F DESIGN sunrise, FL 33325 Broward (954) 858 -1600 FAX (954) 845 -2718 f 1. DENSITY 0.10 6PM /S0. fT FIRE SPRINKLER SYSTEM FOR: I 2 DESIGNED AREA DISCHARGE 40J SQ. Fi. FIRE SYSTEM DEMAND BARRY UNIVERSITY I SPRINK H LE GEND 1. GPM DISCHARGE 2155.21 GPM 2. RESIDUAL PRESSURE AT THE 49 83 PSI SYM CNT NAME METAL TEMP K NPT MFG. MODEL# I.D. # ESCUT BASE OF THE RISER S. MEDICAL SCIENCES PHASE 1 SECOND FLOOR 0• 46 RECESSED WHITE 135 8.0 3/4 TYCO EC -8 TY4232 WHITE -- - - -- BARRY UNIVERSITY 1 ® 29 RECESSED WH ITE 155 5.6 1/2' TYCO TY -FRB TY3231 WHITE S.G. MEDICAL SCIENCES PKG SE 1 320 N.W. fly STREET = 1' SPRINK O 1 UPRIGHT BRASS 155 5,6 1/2' TYCO TY -F TY3131 NONE MIAMI SHORES, FL 33)61 r,o � SCALE; 1/8' = -0' Rn, - - - - -- - - -- � ® ii U PRIGH T BRASS 155 11.2 3/4 ' TYCO E TY5137 NONE HYDRAULIC PLATE FOR 2 nd. FLOOR DRAiNft+l: JOB NCx I } Q 1 UPRIGHT BRASS 200 5,6 112' TYCO TY - FRB TY3131 N JR ® -- SIDEWALL BRASS 200 5,6 1/2' TYCO TY -FRB TY3331 NONE � V a yne �'�'att DATE N SCALE 1/8' =1 -0' -- 1120 B.E. 14 SHEET D 2 SIDEWALL WHITE 155 5.6 112' TYCO TY F RB TY3331 WHITE �- 2 5-07 954 - -3825 / PEO 57M E 90 TOTAL SPRINKLER HEADS SECOND FLOOR 0 SCALE: @ AS NO FP 0 Is A H Jf OF 3 LIAM DADE COUNTY 2 0 4 0 0 0 I I i I I GENERAL (MOTES (EIRE SPRINKLER SYSTEM) — m`� j 1 ! 1.— DESIGN AND INSTALLATION TO BE 1 I 1 II I I, , PER N.F.P.A. 13 -2002 EDITION �I• I E II. a ' I' ST I t. i I ; I i Y: O O O O O I I� I a 1i I -II — � --- - -- '2- - - --Tp I 2.— ALL FIRE SPRINKLER DEVICES TO BE "U.L." LISTED OR F.M. APPROVED GI " ril I I — 1 , ! 1 i I� I NEW 1 "BLK C.I. 90' ELL 3. — I , , I i I I SPRINKLER SPACING TO BE PER LIGHT E ! ! N W 1 PIP E I I I ! I 4 ! , I , I I 1 I , \ I i I ., 'I h, I � ; I HAZARD OCCUPANCIES ( OFFICES Q �� REMOVE EXISTING HEAD/BUSHING i AND REPLACE NTH ( I i 4.— PIPING TO BE BLACK ASTM A -120 —2 NtPRIE NEW 1 "x 0' I N I •I I I i s—; I I II ! ' . i I I � � A. SCHEDULE 40 AND/OR XL / \ ASTM A-135 EXISTING SRANCHUNE ELECT. I ! I r� I I° J yl — — Qp I —�� NEW PENDENT SPRIAKLER I ROOM I r "' I I HEAD (RECESSED) FOR 1 » THRU 2 „ DIAM. T I T E XISTING 1” OUTLET » I jl I a l � ,I B.) SCHEDULE 10 FOR 2� 2 THRU 6 i NEW CEILING i O DIAM. U.N.O. I � i I I I , i I y i li I € — � III I I i I I I (1 1 ! III I! �f 5.— FITTING TO BE BLACK CAST IRON CLASS 125 FOR WI 1" THRU 2" DIAM_ AND GROOVED TYPE TH 175 LBS. - --� - - - — - - - - - — - -- - - - MIN. COUPLING FOR 2 THRU 6 „ DIAM. U_N.O. '•! ( ti 1 I i I I_ I.: I 11 I : I!II Ilil i II _ �� _ °_ — \ / — —r l! — ; !_ll , 11 2° �� % I 1 �. N I I �� I .; , i — �..� i HANGERS TO B N. F.P.A. 1 — / E � 2 ; I I � � � , JV � � I -I�- Q Q Q 3 2002 ED I T I ON I 2 2 I 2 I / 12 2 2 2 I n. � � _ 7.— SPRINKLER ARE NOT REQUIRED TO BE „ , �' ---{ I . I' J I' 'II' r,, II. r� N ARMOR TAIL. I' h I I' Nor T O SC CENTERED IN CEILING TILE 8.— HANGER TO BE 3/8” REVERSIBLE UNIVERSAL BEAM �. r * ARMOVERS GREATER THAN 24" it ^II CLAMP WITH 3/3 A.T.R. AN HANGER R RING D GE I I , IN LENGT HA SUPPORTED — LE S BE P O I I G LL SU ED it 11 0 I B Y A HANGER. 9.— SOUTHERN FIRE CONTROL WILL NOT BE RESPONSIBLE \. P I T T FOR THE FOLLOWING; H A I a I , 9 I, ! I G 0 , i , _� �I ^�� '� —. �� I I I , /. •�� N ! A. ELECTRICAL WIRING OF ANY TYPE B.— PAINTING OF PIP E OF ANY KIND ! 11 I l % , I i I I -I � I ! 1 1 I of I u' SL19 T:k- N of I �L!II I A ! E l l I I I i` EXISTING i S ! 1i i I ;II \ 6 UNDERGROUND PIPE �,I� FROM CITY WATL R MAIN, SEE CONTINUATION ON DWG FP -1 W i I I I a � I 'I I I I 1 * I I SCOPE OF WORK I RELOCATE OR A ®® N SPRINK LER HEA CL EXISTING �� ACCOM I _ NEW SA II 4" FIRE SPRINKLER , l I I I 2 I 2 ! I I I I 0 i I 1 , 7 / — — — = RISER UP TO 2ND. FLOOR I i I I I 1 I I I ! i 1 1 I II I Z � WITH 2" MAIN DRAIN RISER I 1 11 I I j I , , i ! 1 II \ EXISTING t 21 z" RIPE SPRINKLER — — r CONTROL VALVE \ �� JJ I,, .I I II , I I I. i I i i I i j J I T I i i i' I SEE DETAIL ' I" r — - .II I� II i ;i!lj ii 21 :I 1 — — ? ®— .e — — ?— ®I I I — ® I 1j 1 I , i ➢ a i, I �I I N I I s 1 II i ® N !— 1 1 I I t l I"-- -,-- -, D , ,I u I I II O O O O O JUN 1 � I II j I -T i I I I r I ! i FIRE ALARM STROBE I —! , I I ..._ L IGHT THIS DRAWING IS RELEASED: r) i I 1 1 III ^ I ®FUR PERMIT REVIEW N I I ;I I I NI I I 6" ELECT. BELL, 120 VAC, ELECT. POLARIZED 95 DBA C3 FOR CONSTRUCTION I r I i l i i 1 I s ROOM ❑ A S BUILT SOUTHERN FIRE CONTROL INC. 04 -01 -08 EXISTING UPRIGHT i i I , I I , I � I I , j l NI THIS DRAWING AS AN INSTRUMENT OF SERVICE IS SPRINKLER HEADS 1 I a j I ' ! 1" DOWN TO I I I .— � I EXISTING o THE PROPERTY OF SOUTHERN FIRE CONTROL, INC. I 'I i BRANCH LINE ( N I N A T O S T O N ELEV. PIT FLOOR-, Q I second floor O SE USED O OTHER WORK I L s I REPRODUCED IN WHOLE OR PART WITHOUT I 1 �N j BAR JOIST SOUTHERN FIRE CONTROL, INC.'S EXPRESS ® ' � °—° °° — —]� ®� — ° °— WRITTEN CONSENT. J I SPRINKLER HEAD I i I J ; EXIST. 23i'J BELOW STAIR I I 3 ; I I 1 CROSS MAIN a I1E lI NEW 1 PIP E DRO J I 1 , I 1 I I 1 f I N I I I I I SPRINKLER HEAD II BELOW STAIR— j v Q j I CEILING I 1 � � I NEW SPRINKLER t I I i J i LER I O I 1 O W�' , I i O O p I J i CU, i ------ - = - - - — — 04 O1 08 ISSUED FOR PERMIT J I ! I ° I I ' R I O ® 1" SLOW CLOSII ! INDICATING ° I , CONTROL VALV WITH BUILT —IN N0. I DATE r REVISIONS BY TAMPER SWITCH OFFIC first floor ST L OO �� AP SOUTHERN FIRE CONTROL, INC. FIR SRI KL YST O EXISTING SPRINKLER ' - BEAD 1'D B RELOCATED ��I � I- A � COQ ►� [Y FIRE DEPA IVENT 575 Sowgross Corp orate Pkwy. Miami Dade (305) 621 -4$00 Sunrise, FL 33325 Broword (954) 858 -1600 11 BUILDNG NORTH SPIC BLt3 ER IT ITE ® SCALE; 1/8' = 1' -0' 3 N.T.S. FAX (954) $45 -2718 O EXISTING SPRINKLER HEAD TO` REMAIN WATER AI EX -PSI ' } 4 _ -- 8 v11 o FIRE SPRINKLER SYSTEU FOR: DATE SY RE > e E S PR I NKLE R H T R E - MOVED PP -- D SCALE vs i ' - o ' EXIS I G S RI LER EAD ❑ BE AN D CA PPED APaR � BARRY UNIVERSITY 1 G DEPT Y . � ZONIti S.G. MEDICAL SCIENCES PHASE 1 O O NEW FIRE SPRINKLER HEAD LOCATI �� BLDG DEPT FIRST FLOOR .I IKL R A L EGE ND I `; ��' IANCE " ALL �O 320 NW 115 STREET ° - - -° EXISTING PIPE SYM CNT NAME 1METAL ITEMP INSPECTOR 5 RECESSED WHITE 135 K jNPT ;MFG. ;MODEL# I.D. # ESCUT ' 11f�,IFCT TO COM � '; 1 n rt= NIA c UN I LE AND FiEGtJIATION8 MIAMI SHORES, 33161 O 1 . NOTE- 00 8.0 3/4 TYCO EC -8 TY4232 WHITE THIS IS A REVISION TO AN EXISTIN HEADS srlN .- TING 87 FIRE SPRINKLER G PERMI ii O E IS NEW PIPE 81 TO REMAIN AS IS, 5 TO BE RELOCATED AND ALL THE PREVIOUS COMMENTS APPLY. T � I I I o�wt* I JOB NO 1 TO BE REMOVED AND CAP I - , ao , AS SHOWN ON THIS DRAWING THE CONTRACTOR SHALL SUBMIT AS BU SHOP JR ! ` PIPE HANGER DRAWING BEFORE FINAL INSPECTION Wad tt20 Sr-_ t4th �«� srkham Benn®tt ES DAT 5 TOTAL. SPRINKLER HEADS FIRST FLOOR j ®a+ct►, 8 M 33"1 4� 04 - SHEET 01-08 I / PE# 57218 E ' d SCAL AS NOTED FP TE j OF J MIAW DADE COUNTY 1 2 ( D GENERAL MOTES NEW 1" 61-K C.I. 90' ELL 4 , FIRE SPRINKLER SYSTEIVI) NEW 1" TEE EXISTING BRANCHLINE NEW 1" PIPE 1.— DESIGN AND INSTALLATION TO BE I PER N.F.P.A. 13 -2002 EDITION NEW 1" BLK C.I. 90' ELL — I ,, .. » I 1 I h i i II I i N EW PENDENT SPRINKLER --�-' LISTED OR F.M. APPROVED � (RECESSED AD I I H R- C i E ti E I 1 r I i r r ( ) I t J , w I I 1 --. :I I I I I I ' i r Y i �J EXISTIN I I I G SPRINKLER SPACING TO BE PER LIGHT 4 l?♦—— T��- -> ±,— r` I I i 1" OUTLET HAZARD OCCUPANCIES (OFFICES) I I I 1 I , ; NEW CEILING 3. i s i _ 4 I l i � 4. PIPING T O B E B L AGK ASTM A -12 I I i 0 r � r I I i � � N ti I i r I I i I �I '.1 I r r I I i A.) SCHEDULE 40 AND /OR XL (ASTM A-135) 1 1 I //J i i r \ SPRI I N P N NT ` i 1 RECESSED NEW DE ) FOR 1" THRU 2" DIAM. H i \ EAD B.) SCHEDULE ni 10 FOR 2 THRU o„ I w f I O )' ! J I I G L� i DIAM. U.N.O. i I I I 1 1 I a , 5. - FITTING TO BE BLACK CAST IRON CLASS 125 FOR u _ 1 j 4 I „ r t I r I , i I i I I �y ��,�, 1 „ THRU 2 DIAM. AND GROOVED TYPE WITH 175 LBS. p I — � I I I I J I ARMO''°��I ' �f� ® D (L MIN. COUPLING FOR 2 THRU 6 " DIAM. U.N. NOT TO SCALE 11 _ q . 1 6.— HANGERS TO BE N. F.P.A. 1,; z —2002 EDITION N y ; ELECT. t _ I I w - - - - - - - E � Q�.dlYl --3-- � T : _ I 7. I NOT REQUIRED R N R AR O EE ,F SP E O T B n � K r i r SPRINKLER I i I i r 3 I . .J T - �T — NT - -- —�, -- °— R (LING TILE r C ENTERED ED IN CE -. E , .I r , 7 �r � p I � !' I i I I I � � I I � III 1 1 ; 8 — HANGER O BE 8 REVERSIBLE � NEW 1 "BLK C.I. 90' ELL ,. UNIVERSAL I I ' I T BE A M G 3 ,` E � 1 II �= 1 1 \ NEW 1' PIPE T CLAMP WITH 3/8 ' ! A.T.R. AND HANGER RING. REMOVE EXISTING HEAD�SUSHING I' N REPLACE WI rH NEw , " X o 2 " NIPPLE T I AND I H RN T R 9 T FIRE R CONTROL OL W LL N OT BE RESPONSIBLE E i I I SOUTHERN — i I I P NDED CEILING !I II `� SUS . E NEW 1" Si C.I. 90' ELL / FOR THE FOLLOWING; EXISTNG BRANCHLINE ! NEW PENDENT SPRIN LER A H E I I I ANY TYF K .- ELECTR CAL W R NG OF E A (RECESSED r D E ESSEG a I i B.— PAINTING OF PIPE OF ANY KIND 1 EXISTING 1" OUTLET NEW , I W li — , I I I a KJ II ! J � I 1 1 1 / / 1 . I ' it _ :{—. - 11 4 —.r l j _ i I I , ' i I 4 r. o *e r I I i i r 1 I I t I y� ry r I, r I i I I 'I r r , � r I � I I I I I 33 1i r II I I I I n I I I I r i r Ir _ , A MO DETAIL I I r T jl 1 : 4 NOT TO SCALE i I ' I i7 I 1 I i I � G I I' p I ARMO'I GREATER THAN 24” � i I SCOPE OF w n^ I M j I i � Irl I i i I 1 r � 1 i III ;! IN LENGTH SHALL BE SUPPORTED RELOCATE D EW r� I �. I' i i r r r � � A OR A® N SPRINKLER BEADS BY A HANGER. I I r ry I TO ACCOMMODATE N E W OFFICE SPACES I I r r 1 I I , I 1 r \ I E I I I rl i I I I I I r� 1 I i , 1 I I 1 I L 1 I I 1 _ I r I rt P — r� i I I I i EXISTING 4" FIRE SPRINKLER �I ( I RISER FROM FIRST FLOOR IF 2 t j— -- — -- - - - - -_ - -- T -- j' I WITH 2" MAIN DRAIN RISER — -- — T I I I I 1 - 'T I I r I \ Irl THIS r — I i . I , I' � IS DRAWING IS RELEASEDI EXISTING i I 1 I "s o N 3 FIRE SPRINKLER FOR PERMIT REVIEW CONTROL VALVE 11 I I ; I �I I SEE DETAIL O FOR CONSTRUCTION ; AS BUILT I i 14l I i i I 1 i t I RN R INC, I � I I i I N . � I I I SOOTHE FIRE CONTROL, C I I EXISTING UPRIGHT I I I i I SPRINKLER HEADS ,' ;I I' I• v I; I I % I I i TOP BEAM CLAMP WITH � ! ill � II II ' X. I i ,E � , � EXISTING I I BRANCH LINE L❑CKNUT I II I I 1\ i I; I I s 1 , , ; THIS DRAWING AS AN INSTRUMENT OF SERVICE IS I '� 1 � i 1 I ,I I roo f THE PROPERTY OF SOUTHERN FIRE CONTROL, INC. 4 f it 1 1 0 BAR JOIST 1 I I i AND IS NOT TO BE USED ON OTHER WORK, , I, �, ,I-- -� 1 1 ! ? q — — — — — — _ — _ REPRODUCED IN WHOLE OR PART WITHOUT TOP CHORD �a � i a I ! I i ��,I I I I i \ i a i SOUTHERN FIRE CONTROL, INC.'S EXPRESS u F T � I ❑ I I JOIST I i , ALL THREAD ROD C I � t I � „' I ; I i ; i \ I EXIST, 3 , J , i' � y I WRITTEN CONSENT. 1 j CROSS MAIN I I 1' L I I I I I 1 NEW t PIPE DROP I ,.I 1 I 1 C `4 Olr p �ll`V 1 �i' �� ltiv ��M7 I j i 1 I I I t I v: I PIPE RING h i I u•. i r EILI C I 1 NG _j NEW S 3 I c PRINKLER } I I I I I I .II I II I 1 1 I I I I I \ i• I � ' 1 r ,Tr i t I 1 i ! i i 1 i I I I > ti I 1 r 1 I 1 I I I it o 1 14 i I O 1' � - -� � a \ 1 I HANGE AFL.. i N.T ,03 -25 -081 ISSUED FOR PERMIT JR ; I � r T R Vl 10N BY � A N0. DA E S S � � E I I II I ! N i �j0 I h' I �.1 I w.: I I'. . r.' i! Si D I second f oor I I , I I r I I AP �� SOUTHERN FIRE CONTROL, INC. - E RENT 1 �� ,.75 Saw 9 P Y ) rays Corporate Pkwy. Miami Dade 305 621 -4$00 Q. ( M 1011 - DA , BE � N.T.S. Sunrise, FL 33325 Broword (954) $58 -1600 LD -SITE a FAX 954 845 -2718 SE F L O O R PK ' „ v FIRE SPR INKLER ,�,� O EXISTING SPRINKLER HEAD TO BE RELOCATED v�AT��al $ BY � v � , FIRE SRRINKLER SYSTEM FOR: SCALE; 1/ = 1' -0' DATE M , . _..:. BARRY UNIVERSITY 4 @ EXISTING SPRINKLER HEAD TO REMAIN "'' ! � SECOND S.G. MEDICAL SCIENCES PHASE 1 E D LOO R SCALE U8'=1'-0' O O NEW FIRE SPRINKLER HEAD LOCATION I PRINKL R A � MDF SYM CNT ;NAME !METAL 'TEMP , K NPT ;MFG. iM ❑DEL# ,LD. # ESCUT _ 320 N.W. 115 STREET MIAMI SHORES, FL 33161 - - - - EXISTING PIPE O 11 ;RECESSED ;WHITE 1 135 ! 8,0 i 3/4 1 TYC❑ I EC -8 I TY4232 WHITE NOTE, p 7 ;RECESSED WHITE 155 I 5.6 1 1/2' TYCO I TY -FRB I TY3231 1 WHITE �j' DRAWt* JOB NO O EXISTING 89 FIRE SPRINKLER HEADS NEW PIPE I j I ,1R. 75 TO REMAIN AS IS, 14 TO BE RELOCATED AND wayno Markham Bomett X A H WN ON THIS DRAWING 1120 SE ' 4 ft C QA N 4 T O B E ADDED, S S a PIPE HANGER 18 TOTAL SPRINKLER HEADS SECOND FLOOR D �� R 33" � 110 03 _25 —W SHEET 9544 -8 25 > � M E scat Z �' AS NOTED FP1 7 AHJ! OF MIAMI DADE COUNTY 1 I M2o0A c� o3(OV � e i 4 E ' V , j XAM ---------------- 0M 3 I 117 119 U i12 CUB / s1 7 1 C 'B Cl B 116 !_UB C B 75 D F 7 6 th 1 5CD 1 7 � F F S2- /1 18 5CD F 1 - F -0 Q 'OO5CRETE AAA O i (/'� •� 1 s — _ 1 S2 -6/1 I o S2 7 1 EOL ST. 1 EOL ST. #2 (2.3A) ' I LL F r S1 5/1 G I7�CD II -- B I , 124 1S 1S F S5 -1/1 L�LJ I �' II . I I I ENTRY r 11; 7 II II S2 -5/1 5C o v � � 1 " -5 175A, 12 I I 5� HALL �. Z BP F - 1 PS S io A FIRE ALARM ANNUNCIATOR O 1 ELEC. 1 ROOMS I . RM. 1 a. PHYSICAL � Atha 1 A,1S co; � 110 102A ROOM 76W SCE ; / DIAGNOSTIC LAB �3A F /1 ICLE 105 _i S2 -4/ - 104 ---I t 1A Q /75C1 I _ 109 i 75CD / F G O I - 1 F Tr _ _ ST -S 1 ; - S 1 1D 0+ S2 3/1 F -1 1 S r �(' sD SD -6/1�� 11 100 -51 i (n �; LL 1- 1 / 1A,1 03 104A 1 1 I I 1 1 I W F 1s CUBIC E S1 F =_ __ — — r - - -- �_I_> l i >. LU Z 1 D 107 1s H S -4/1 II II WP II 1 75CD 1 1 A,1 + OM 2 OM o c� a �, (A O O O 11 I E lm:] 106 S1 /1 F I 1S WALKI�AY No. 1 O O O O i V) L F--3 TO BPS 127 I 1 I r (°J r v S3 110 CD S,1A -4/1 I 1 1S,16 I 1s 10 F S5 -4/1 F F 5- 1D Uj } I j 975CD� + 1 S 75CD 1 I + I + B S3 — 1 0 0 0 0 i z 1 I - 110 win a I I — S4 - 3 i I 1 1 M N i I � ! 1 /EST. + 130�� 1 S� �, I I � � I } Ell 1 r f I I i -_ �f ` � I I + > _ r 1 R - --� SRC.OMi" ,� -- ,LASS O 3 o. I Nc 2 r' :3 ti F 1 1 3 1 1 0 D F E �L ST.# 8A) l�s ° {�' F 101 ® « 110 C F ' 11 S3- 1, EOL ST. 5 # A,1 S i z .... VEST. p I p 136"k 129A ; h — po { « }- 1 1S a a a PTA P _� « J C + ' , located at field - WP _ , = WP - = 110 11 CD = J I / 4 5 BFP o 1 P PIV / 75C I Z IV 11IJ _ o I +75c SPRII\II1:LER'S p J is F -� 1A,1 F -5/1 3 - - 5/ F i i F S5- 1 I E� ST. 6 2.1A CONTROL RM 71 F -8 1 F F -7/1 F l A 1 S F -6 1 - - i# ) S5 6 1 -- -- - - -- -�- CT -3 1 4 1 CT -4 1 TO BPS H - - -- -- F F -13 CT1 T1 to 1 U 99 110 1 ,1 B Li WP F C + 1 S 1 B (: ®NCRETEIALKAY 2A 1 A WT - '� B W p 1A 75CD S6 -8/1 BELL -1/1 O O O O O 1s,16 STUDENT � JL WORK 1S COMK/IUNiCAJION o �� 1 1 r / R C ., M S _7 1 F - - -� 135 S6 -1%1 BPS D -2/1 sD AND E BPS #1.2 w O F F 75CD 1A g E{ F 1 p B P S ACP EOL R . #1 (0.2A I ' 2A 2A ph -� C N 110 S6 -5 1 _ Ir S4 -6/1 P SD 4/1 F 75Cd r- ; ELEV. O E SD I 3 1 r C 1 1 s 2s ELECTRICAL F : • ny t; Q 72 1 ..•ai r�. -' > n � �.r , -;,,, , .'� Cd. _ O H 1 1 I 1 S6 -6 ROI�M � .. - _ 1 S I I . H HD D 1 .� -- / W I I 75C[7 _ r5, $ ii^= -' L'�.Y- af'�R`.i. C n� S. 1 �` �J p j.0 rn °fi.�� Cr?E1 F�`,4� Ot�lzli S4- F I TOIL T WOMEP '> ' ; I --- �°"r��tT #bc�ytf� v' u ST EOL ST. 3A 138 H, +.� MECH ( ) 1 8 A T r t!1 0 L 1 >d NFPA_ 720 10; 101 ° ((fi�nn Y R l }4 H i --- a Qj rn sD S6 2 1 v SD -5 1 5C 75CD - — e y �, M M. traFv HD- d . r 1 I i T i, 3/ F F STUDENT -_�. — N a o0 �'; �, ORG OFFICE 3��f 00 1 1 1 1 O � r' r"i��tr s � � ® € "f'�iAriF'E.. � � L1. 00 L1-J - -- 134 F N S6 -4/1 F WP WALKiN �Y" No. 2 +-+ °° ro om (A a-+ Q1 } v O 110 CD O 39 ( to — t s a �'1 V t✓ e ` -- N w.. =.._ BEAUC;gA�1P CONSTRUCTION COMPANY - - J- C -: �;�, SHOP DRAWING DOC REVIEW SHUNT TRIP � ELEV. MACH. RM. These documents have been revicevcd for conformance with the design concept, ELEV. MACH. RM. ei intent and gereral eon•p! wlt5 the con' -zct documents. The subcontrac uj CT-1/1 f r _ C fcr coefrming r , e r,zi tart' +' rr tRties and dimensions, fabrication Pkch C R T1 c ec i me r }cds, field r Hsu, ...3 a zii�aon of this trade With all etfie�� CR -1 1 CR -2/1 R -3/1 CR -4/1 a?,.': __'. t.ades. Review a ?�cr e;rova! of these documents does not relieve the MR se? : u7rt r frorl complianea fit?. f.e contra dce .. euts. ALT. PRI. FIRE HAT MR -1/1 Bate Returned to Subcontractor: E. BORJA. RECALL RECALL SubmitW No: Z 0 7 i6� S P.E.# 36040 FIRE ALARM PLAN GROUND F LO 0 R - ELECTRIC /kL SCALE 1/8" = 1' -0" CAD DATE: 10 -15 -07 SCALE: 1 /819 = 1 ' - 0" r s s EB# 000 7048 %, Its B °�\�` SHEET: �n_� OF 03 1 �,L 94 E r' J^ F f: it i j f ' F S r ' LA Lu U W � U ® / L FACULTY FACULTY � r, � � U � OFFICE ASSISTANT DIRECTORS DIRECTORS DIRECTOR'S ASSISTANT DIRECTORS M DEANS ® � FFICE OFF # (DICE [ OFFICE OFFICE O 0 ,07 OFFICE CONFEREIJCE OL ST. 9 = J 201 X02 203 204 205 206 208 ROOM S9 8/ 21Q 209 UJ L 1S FACULTY Q OFF ICE F S8 -3/2 w 238 75CD SD-8/2 CORRIDOR 75CD SD -9/2 F -3/2 2 A F S � D }� /� - SD 2A 1S 75CD 75CD V 2A,1s �M11�.115TRAT1 �E �° FACULTY � ss -2/2 2A,1s 58 -1/2 23 1A cic W OFFICE F A,1s /�S� �TANT U 0 237 1 211 z SD -4/2 Sp- 2/2 TO BPS 1s COP Sp b 59 -5/2 as u MAIL S9 is RM [ F 75CD A '1 n S9-6/2 R_C I 10 -1/ (� U) w L 2 3 F - S LOC 1A,1S / F 2 0 - Sl 75CD F V) TO Bj S 24A 225A 2S -'�sD F -4 2 2 gp_ / F -5 DIRECTOR'S Lu FACULTY 510 -2 F SD -7/2 _ 2A,2s - � D 2 c 75 D F O FF ICE / F �4 2 I OFFICE S S8 5/2 � S9 -4/2 7 5CD 1� 236 75CD 58 -6 F CORRIDOR 75CD z 36 SB -4/2 CORRIDOR F -1/2 F 75CD ASSISTANT ° N H WP S7 -3 S7 -4/2 H WP 220 tA,1 M 1 - } { FACULTY FACULTY I 11oCD -` 5 AN ? 110 OFFICE 2A,1s OFFICE 1s,16 DIRECTOR'S SD 11 235 226 \ / / OFFICE i \ / SD 213 S \ / \\ // ASSISTANT z A,1 FACULTY FACULTY OFFICE OFFICE o DIRECTOR'S 234 227 01 OFFICE __. FACULTY \ / S8 -7/2o f N OF E FACULTY \ F 75C>� 15,16 \ z z OPEN T9 BELO I OFFICE 2A N L 228 ASSISTANT - [mss 2 218 SD � DIRECTOR'S S / / \ 5CD F FACULTY D / \ SD -12/2 S10 -3 2 215 OFFICE FACULTY / \ 232 1-s OFFICE I I 229 // \\ p DD 1 2 -1 FACULTY s� DD -2y2 FACULTY' �/ \\ �- f' 7 DIRECTOR'S v OFFICE SID — OFFICE / , 2 OFFICE 231 R R -1 _ /2 230 CR -2 // \\ R -2/2 216 W D S8 -8/2 F 2 EOL�ST. #8 (2.2 75CD F _3/2 P WP // \\ WP T -2/ 2A 1A,1s w = 4110 0CD = A I F TO BP H F- S7 -2/2 S7 -5/2 -6/2 W FACP -135 11 16,16 S7 -1/2 oCD 1S,18- 1S,16 F F / 75 ACULT ( 2A WT - 10- /4z UNGE w 242 � 0- IPA V 0 ' TAJS ❑ ❑ F -1 5/2 1. 1 Q F 75CD SD D_5/2 r g a ,! 1A,1S EOL NS SO DD -6/2 ❑ ❑ OC VEST ioc (r s CR -3 2 R -3/2 M LEV. u `^ u D -3/2 S < M �^ CT -1/2 T SD PEN TO 1't L r._C' - o o 2 I HD -3/2 HD 10 a t2� f dJ r s. M I M S7 -7/ 2A HD LOW. W7 f _ v) M N 1 ocD HD -1/2 4 r 00 F A 1 S .� u.. _ EOL ST. #7 {2. WP s 260 f _ %' N d n to 4 <u v rn 75CD �' '' > X F S10 -6/2 {- u_ s cn FIRE ALARM PLAN SECOND FLOOR I T F J J F 75C I Ts ' R o -1 510 -7 2 110 1_ EOL ST.# 10 (2.2A) _ SCALE 1/8" = 1' - -0" L 2 2 1 F jS1 0 -8/2 0) W E. BOR A P.E.# 36040 ELECTRiCAl CAD DATE: 10 - -07 SCALE: 1/8" = 1'- 0" .., EB# 000 7048 - SHEET: OF - -- a FA -2 03 • //////// �� l /ltIIIIItR111\ \\1� \\\\\\` I r 9 ROOF FIRE AU DEVICE LEGEND _ ��'y� �v SCOPE OF W ®iti� SYMBOL DESCRIPTION CATALOG NUMBER MOUNTING"' H J644T q0 �)e�: ems'( s t- t l� is 2' 75CD 75CD 75CD 75CD 75CD 75CD 75CD 110CD EOL S (2.2A) SD SMOKE DETECTOR SIGH -PS / SIGA -SB g ;¢? c - f x ► TO BPS #2 F F F F F �Sl F =10-8/1 HEAT DETECTOR SIGA -HRS _•, _ -4 Wwtks S10- /1 S10 -2/1 510 -3/1 S10 -4/1 S10 -5/1 11 THE WORK COVERED BY THIS SECTION OF THE SPECIFICATIONS' E 510 -7/1 i INCLUDES THE FURNISHING OF ALL LABOR, EQUIPMENT, F 75c0 STROBE (75CD) G1 -VM 80" AFF To BOTTOM 01/2' MATERIALS, AND PERFORMANCE OF ALL OPERATIONS IN is 75CD 75CD 75CD 75CD 75CD 75CD 75CD 75CD '�- �`� •* - -� -' CONNECTION WITH THE INSTALLATION OF THE LIFE SAFETY E HORN /STROBE (75CD) G1 - HDVM bo AFF T eOTro T BPS EOL Sr 9 21A SYSTEM AS SHOWN ON THE DRAWINGS AND AS HEREIN F F F F F F F ( ) SPECIFIED. ® BOOSTER POWER SUPPLY CPS -10 ° = ` b r t lei. 0 K 6 M. z S9-1 /1 S9 -2/1 S9 -3/1 59-4/1 S9 -5/1 S9 -6/1 S9 S9 -8/1 FIRE ALARM CONTROL PANEL QS1 PANEL THE COMPLETE INSTALLATION SHALL CONFORM TO THE FWCP X1/2' APPLICABLE SECTIONS OF NFPA -72, LOCAL CODE REQUIREMENTS ' _ / IWO, ..o+ V NATIONAL ELECTRICAL CODE, ANSI ELEVATOR CODE, AND ANSI is7 75CD 75CD 75CD 75CD 75CD 75CD 75CD 75CD PULL STATION SIGA -270 a0" AFF TO( BOTTOM `�""• T BPS 2 rr F F F F F F EOL ST #8 (2.2A) HANDICAP CODE. ` a -�- L} iV POST INITIATION VALVE BY OTHER - ° • - ° -- ' �- �v -*a.+ «rte . m� .:•- - -1 0 ` S8 -1 /1 S8 -2 /1 S8 -3/1 S8 -4A S -5/1 S8 -6/1 S8 -7/1 S8 -8/1 GENERAL. B FPI BACKFLOW PREVENTOR BY OTHER s 1, 01/2' EOL HORN #2 (0.7A) FURNISH AND INSTALL A COMPLETE LIFE SAFETY SYSTEM AS Uj 1S,iB 110CD 110CD 110CD 110CD 110CD 110C 11 CD TO BPS 3 P WP WP wP DESCRIBED HEREIN AND AS SHOWN ON THE PLANS: TO BE H H H H H H F EOL ST #4 (2.3A) AHU -3 AHU -2 WIRED, CONNECTED, AND LEFT IN FIRST CLASS OPERATING ;T1 CONTROL MODULE SIGA - CT1 U ORN TO BPS 3 CONDITION. THE SYSTEM SHALL USE CLOSED LOOP INITIATING S7 - 1/1 S7 - 2/1 S7 - 3/1 S7 - 4/1 S7 - 5/1 S7 - 6/1 S7 - 7/1 VVT - 1/2 D - 5/2 DD - 6/2 D - 3/2 DD - 4/2 DEVICE CIRCUITS WITH INDIVIDUAL ZONE SUPERVISION, F) 11000 STROBE (11 OCD) G1 - VM 80" AFF TO BOTTOM SD SD SOP F S R C( R ALL PANELS AND PERIPHERAL DEVICES SHALL BE THE STANDARD 110CD HORN /STROBE (110CD) G1 -HDVM 80" AFF TO BOTTOM I T SD -1/2 SD -2/2 SD -3/2 SD -4/2 SD -5/2 SD -6/2 SD -7/2 SD -8/2 SD -9/2 SD -10/2 SD -11/2 SD -12/2 I cR -3/2 CR - 2/2 PRODUCT OF A SINGLE MANUFACTURER AND SHALL DISPLAY THE /} (6 "x6 "x4 ") �lA/2' SD SD sD SD sD SD SD SD SD SD sD SD AHU -1 MANUFACTURER'S NAME ON EACH COMPONENT. THE CATALOGUE �1wPCD HORN /STROBE (110CD)WP 757- 8A- T /757A -WP ao" AFF TO BOTTOM Q NUMBERS SPECIFIED UNDER THIS SECTION ARE THOSE OF THE u HD -1/2 HD -2/2 CT -1/2 F -1/2 F -2/2 F -3/2 F -4/2 F -5/2 CT -2/2 CT -3/2 F -8/2 F -9/2 DD -1/2 DD -2/2 EDWARDS SYSTEMS TECHNOLOGY INC AND CONSTITUTE THE TYPE, VIP, aca STROBE (11OCD)WP CS405 -SA -T 80 " AFF TO BOTTOM U QUALITY OF ALARM, MATERIAL, AND OPERATING FEATURES DESIRED. ®_ HD HD Tl F F F F F T1 Tl F F SD SD FIRE ALARM BELL 4 39D- 6AW(R) /449 HD -33 2 ( HD P / F 6/2 F w 7/ CR -1 / R -1/2 B lA, 4S , RELAY FOR A/C FM ALARM NOTES: ® CONTROL RELAY SIGA -CR SHUTDOWN (TYP. SHOULD SECOND F�.00R ICI SIGNAL MASTER SIGA -CC1 �- U REMOTE TEST /RESET 1. FIRE ALARM SYSTEM AND DEVICES TO BE UL LISTED AND POWER BE LOCATE R AT FIELD LIMITED. REMOTE TEST BY OTHER W ,�/ 2. VISUAL ALARM PER F.B.C. IHD HEAT DETECTOR(WP) 302- Er- 135/STONCO27 ��// 0i 3. FIRE ALARM SYSTEM SHALL BE TOTALLY SUPERVISED. 'SD DUCT DETECTOR SIGA -SD 0 Q 01/2• is 75CD 75CD 75CD 75CD 75CD 75CD 75CD 75CD 4. UPON ACTIVATION OF ANY MANUAL OR AUTOMATIC DEVICE A RED /SS SURGE PROTECTOR ACP100BWN3 TO BPS 1 F F F F F F F F n EOL ST 11 (2.1A) LED SHALL ILUMINATE ZONE IN ALARM AT F.A.C.P., IN ADDITION A _ W LOCAL AUDIBLE ALARM SHALL SOUND THE GENERAL EVACUATION IMR MULTI - VOLTAGE CONTROL RELAYS MR -101/7 Sl -1/1 Sl -2 /1 Sl -3/1 Sl -4/1 Sl -5/1 S1- Sl -7/1 Sl -8/1 SIGNAL. IF AN INITIATION OR SIGNALING DEVICE IS DISCONNECTED F S OR WIRING TO THOSE DEVICES ARE CUT AN APPROPRIATE YELLOW WATERFLOW/TAMPER SIGA -WTM Q Z 01/2' TROUBLE LED SHALL ILUMINATE AND AN AUDIBLE SIGNAL SHALL is 75CD 75CD 75CD 75CD 75CD 75CD 75CD 75CD 75CD SOUND AT THE F.A.C.P. ® PULL STATION (WP) SG- 32 /SG -WP " BPS 1 BPS 2 BPS 3 T BPS 1 1� yy � F F F F EOL ST #2 (2.3A) 5. THE SYSTEM SHALL HAVE BATTERY BACK -UP FOR 24 HOURS IN THE M GENESIS SIGNAL MAS R L I CI �i vvi TE G1M NAC#1 STB. CKT. # STB. CKT. #6 STB. CKT. # 4 W NAC # STB. CKT. # STB. CKT. #8 STB (,(�. #7 S2 -1 /1 S2 -2!1 S2 -3/1 S2 -4/1 S2 -5/1 S2 -6/1 S2 -7/1 S2 -8/1 S2 -9/1 s SUPERVISORY MODE AND 5 MINUTES MINIMUM IN ALARM. MM SYNCHRONIZATION OUTPUT MODULE s1GA - cc1 s W NAC #3 STB. CKT. 13 STB. CKT. 9 CKT. BORN 1 1 2' 75CD 11 OCD 110CD 11 OCD 75CD 110CD I" 1 ` ' # 4 STB. CKT. 5 # STB. CKT. 10 CKT. W NAC 2 FROM FACP # ) / r�'; 6. THE INSTALLATION SHALL COMPLY WITH N.E.C. CHAPTER 760 REMOTE ANNUNCIATOR ItORN 2 EOL ST 3 1.8A AND N.F.P.A. 72. TO B S 1 F F I F F F 'FI -rY' #( ;� FA Est -SRA1 (a ;SLz1 c BELL TO NAC S3 -1 /1 S3 -2/1 S3 -3/1 S3 -4/1 S3 -5/1 S3 -6/1 7. ALL CEILINGS ARE LESS 10 UNLESS OTHERWISE NOTICE. WARE 1 FCC) Ln 01/2' EOL HORN 1 0.7A COMMUNICATION ROOM lSAB� 11DCD 11ocD 110CD 110CD 110CD 11oc 11 CD 8. ALL COMPONENTS ARE LISTED FOR FIRE SERVICE USE. A = 2 #18 'L (DATA)(UNSHIELDED)(BLUE) In Q !Q3-PS- WP P WP WP WP EOL J�Lr „ H H H H H H F EOL ST #4 (2.3A) '3s:B _r S= 2 #14 PL (STROBE)(UNSHIELDED)(RED) W GUTTER (5 x8 x 8) HORN TO BPS 3 ] �� IN ,e t r 'sl t�� y S Uj 4 -1/1 S4 -2/1 S4 -3/1 S4 -4/1 S4 -5/1 S4 -6/1 S4 -7/1 ' 1 9. THE SYSTEM IS CLASS B. B = 2 #14 'PL (HORN)(UNSHIELDED)(RED) X3/4' t- Q ' T1� 1Z, ``�' a 10. THE QS1 PANEL PROVIDE A CONTROL OF 125 DETECTORS ' P = 2 #16 PL (POWER)(UNSHIELDED)(RED) W x AND 125 MODULES PER CIRCUIT AND PER LOOPS. Z illllllllllllll IIIIIIIIIIIIIII IIIIlIHlllllll X1 /2' (SEE CUT - SHEET) 120V �3 4 eels 4X4 c ZS 75CD 75CD 75CD 110CD 110CD 110CD 75CD 110 . _ N = 2 #16 L (NETWORK)(BLUE) cols , D TO BPS 1 � EOL ST #5 (2.4A) HIs 11. THIS IS A FULLY SPRINKLERED BUILDING. VSS c o o �r r F F F F F r 8F'S #3 8PS #2 BPS #1 ' L-.� G'' _ g ELECT. 200 ° ©� S5 -1 /1 S5 -2/1 S5 -3/1 S5 -4/1 S5 -5/1 S5 -6/1 S5 -7/1 S5 -8/1 MINIMUM COUN IT ALLOW IS 1 2 EMT MINIMUM 40% IIiIIIINililll IIIIIIIIIIIIIII Illlllflltiltti - 12. THIS SYSTEM IS A LISTED CENTRAL STATION FIRE ALARM N BOX �., SYSTEM PROVIDED WITH DIALER IN FACP, FILLED MAX. ° M (TYPICAL) - - I QS1 is 75CD 75CD �� \- ': 13. ALL KNOCKOUTS USED SHALL BE THE STANDARD SHOWN IN THIS SHEET (FIGURE 6 -3) - 75CD 75CD 110CD 75CD 75CD 75CD 1 #12THNN GREEN TO B 2 7 t _ - AND LITERATURE SHEETS PROVIDED, OTHER WILL BE UNAPPROVED BY UL. >" i� F P � � EOL ST #6 (2.1A) � -° � "�' 2 PHONE LINES FOR � F F F F F F FI1NY / LISTED CENTRAL STATION t - S6 1 SEOUENCE OF OPERATION 1/1 S6 -2/1 S6 -3/1 S6 -4/:1 S6 -5/1 56 -6/1 S6 -7/1 S6 -8/1 PANEL "L1 E", DEDICAT 3 #12 THHN EMT -1/2' COND _ 1. - Activation of any initiating alarm (Manual stations, smoke detectors, and heat detector) shall do the following: 3 #12,20AMP,1P,120V WP - DENOTES WEATHERPROOF BREAKER 20A,1P,120v 1 #12THHN GREEN a. - Main FACP or remote annunciator shall indicate the device In alarm or the zone In alarm. L ow_ v points _ _ CKT - 24 (FACP & BPS10 #1,2,3) 01 b. - If Communicator dialer is provided, a signal shall be sent to a Central Station and this shall be connected IZ r 1N,1P SD -1/1 SD -2/1 SD -3/1 SD -4/1 SD -5/1 SD -6/1 HD -1/1 HD -3/1 CT -1/1 F -1/1 F -2/1 F -3/1 F -4/1 F -5/1 F -6/1 F -7/1 F -8/1 F -9/1 to the Fire Department, via phone lines. r ca SD 5D SD SD SD SD HD HD T1 F F F -O -�F r) � F F c. - Activation of all audible and Visual devices throughout the building. Audible devices shall be temporal pattern. 0 0 0 0 0 1 ' TO FACP# 1 AN HD D -2/1 Audible circuits shall be silenceabie. �° AN -1/1 ` .� - 'y ��,4, , '�f�` d. - A red light at the main FACP or Remote Annunciator (If existing) shall indicate that the system is in alarm 07, - ' -- - - -- �• ". ` - The. alarm is from an automatic device (smoke detector, heat dete cto I r � 11 1 0112' ELEV. MACH. RM. 2 BELL-1/1 ---- -. � r F -1D .1, F -11 F -13 1 r, / / 1 f - 12 1 / / WT -1/1 ° is / R -2/1 R - 1 T - 1 T - 3/1 T - 4/1 in addition to above, all AHU (with more than 2000 CFM) shall shut down- I I I T1 TO FACP B EOL NAC #2 TcR -1/1 C CR -3/1 R - 1/1 3. - All initiating devices shall be supervised, and any off normal condition shall be indicated at the main FACP I NAC #2 FROM FACP MR and Remote Annunciator If existing). All output circuits shall be supervised for open or short condition and an 0 BELL ALT. PRI. FIRE HAT SHUNT TRIP off normal condition shall be indicated at the main FACP or Remote Annunciator. Off normal condition shall be High voltage -!� 4 '� i 3 24 RECALL RECALL ELEV. MACH. RM. Indicated with an amber l and or buzzer. Buzzer could be silenceabie from the main FACP. Buzzer shall ? r 9 D-G D- 6AWCR) g / e ntry resound if any new trouble condition arises. I ' ' I ; U BELL WIRING DIAGRAM FOR SUPERVISION = i GROUND FLO OR 4. - Ground fault condition on any wire or device shall indicate at the main FACP, with a message and /or amber light indicating ground fault condition. ; I r--- --------- - - - - -- z FIRE ALARM RISER 5. - Batteries lead or batteries with trouble shall be supervised and any off normal condition shall indicate at the 0 N,TS, Battery compartment ~ main FRCP or Remote Annunciator. 1 � � I ' ° BATTERY CALCULATIONS BPS -10 # 1 6. - Telephone lines from DACT shall be supervised according to NFPA 72. , U ITEM DESCRIPTION QTY STAI•IDBY STANDBY ALARM ACTVATED BOTH QS1 Cabinet Battery Calculation _ .-- :--- -- - - - - -- . CURRENT JJRRENT CURRENT CURRENT CURRENTS Description Quantity Standby (ma) Total Standby (ma) Alarm (ma) Total Alarm(ma) 7.- Any off normal condition shall be indicated at the Main FACP and annunciator, and shall be sent to - - - -- - W FER UNIT SUB -TOTAL PER UNIT SUB -TOTAL TOTAL CPU /LCD Display 1 117 117 135 135 Listed Central Station. This include Alarm, Supervisory, Monitor, and trouble. � Power Spply Card PS6 1 x 72 72 96 p MPS? G1PS) (AMPS) (AMPS) "" 96 1 STROBE (75CD) 13 0 0.255 3.315 3.315 0 LED Switch Card " SL30" 1 x 1 1 11.25 11.25 3 STROBE (177CD) 8. - Activation of any supervisory devices shall indicate at the Main FACP and annunciato supervisory light 2 STROBE (11Cf'D) - 0.311 0 0 Loop Controller "SLIC" 1 x 33 33 57 57 and buzzer be d shall be signal to a Listed Central Station. W � -_� _- 0 0 6 0 0.565 0 0 uzzer s e ac an e send a s Y. 4 STROBE (75CD)(CE) 0 0 r' 0.281 0 0 Dialer "DLI7' 1 x 13 13 26 26 Buzzer could be silenceabie from main FACP, any new supervisory signal shall Figure 6 -3: (1- 1- (G /R) - cable entry locations ~ 6 HORN/STR (75CD)) 10 0 0 0.281 2.81 2.81 Relay Card "zR8" o x 7 0 72 0 resound the buzzer. Supervisory light shall remain till the originating condition is extinguished. Q 7 HORN /STR(11OCD) e. 0 0 0.337 2.696 2.696 RS -485 Card 0 x 75 0 75 0 9. - Activation of any sprinkler, a signal shall be indicated at the Main FACP, and run the sequence of operation above. 8 HORN/STR (75CD)(CE) 0 0 0 0.316 0 0 Siga Smoke Detectors 18 x 0.045 0.81 0.045 0.81 11 HORN/STR (110CD)(WP)) 0 0 0 0.329 0 0 Siga -SD 6 x 0.045 0.27 0.045 0.27 10. Sequence of elevator capture: 12 BPS10 1 - 0.07 0.105 0.105 0175 Siga Single Stage Pull[ Stations 21 x 0.25 5.25 0.4 8.4 TOTAL 0.07 8.926 A. Initiation of smoke detector at machine room shall capture the elevator to the second fl. 0 Siga -CT1 5 x 0.1 0.5 0.4 2 LLJ Siga -CC1 5 x 0.223 1.115 0.1 0.5 In addition fire hat at elevator car shall be activated. Siga - 7 x 0.1 0.7 0 0.7 B. Initiation of smoke detector first floor l REQUIRED OPERATING TIME OF SECONDARY POWER SOURCE FROM NF PA 72 Siga - VV WTM 2 x 0.396 0.792 0.6 8 1.36 smo or at eeva Y shall ca the elevator to the -- CEILING - c - - - - -- -- Heat Detector 4 x 0.045 0.18 0.045 0.18 Second floor. 3'- " M STANDBY 24 HOUPS LI-APH 5 MINUTES XI/ 60 0.083 HOURS HORN/STROBE 11oCD 4 x 0 0 337 1348 C. Initiation of smoke detector at 2nd floor elevator lobby shall capture the elevator to the V STROBE 75CD 2 x 0 0 225 450 First floor. In addition fire hat at elevator car shall be activated. SM0 ' REQUIRED TOTAL SYSTEM REQ. STANDBY REQUIRED TOTAL SYSTEM REQUIRED ALARM BELL 439D 6AW(R) 1 X 0 0 85 85 D. Initiation of smoke detector at elevator shaft shall capture the elevator to the first floor. A 7 DETEOR /C STANDBY TIME STANDBY CURRENT CAPAi:IT>' =- .LyRIv1 TIPAE ALARM CIRCUIT CA PACITY TOTAL A ( ) 245.62 TOTA (B) ( ) 2222.4 DIFFUSER ( HOURS) ( AMPS) AMP - HOURS) Calculation E. Activation of heat detector at elevator machine room or hoistwa shall r to fac and ) (AMP - HC! RS +HOURS ) ( AMPS) ) ( Battery Y re P P 24 0.01 1,138 O 08.,333333 8.926 0.7438 activate shunt trip for Elevator. REQ. STANDBY REQUIRED ALARM TOTAL REQ OPTIONAL REQ. BATTERY SMOG DEIF)MR MOUNTING DETAIL O (Al CAPACITY CAPACITY CAPAY FACTOR OF CAPACITY Supervisory Hours (C) 24 Battery Capacity (A +0 = 1.2'[(AxC) +(0.0167xBxD)] /1000 0 AMP- HOURS) ;A MP- HOURS; v1P HOURS) CIT SAFETY (AMP- HOURS) Alarm Minutes (D) 5 Battery Capacity (A.H) = 7.259345845 Supplied 10 AIH aj ( N.T.S 1.68 0.'438 2.4 <38 1.2 2.9086 7.0 A/H Supplied T yp i ca l El eva t or Wiring S No. C AJ - - 1149 BPS 10 Wire Routing r F Rating - 2 Hr S m BAT CALCULATIONS BPS -10 # 2 BATTERY CALCULATIONS BPS -10 # 3 1 or Ititelll ent S 'stein T Ra d' BATTERY at g - 0 Hr U CO L!1 RY ITEM DESCRIPTION OTY STANDBY STANDBY ALARM ACTIVATED BOTH ITEM DESCRIPTION QTY STANDBY STANDBY ALARM ACTIVATED BOTH L Rating At Anblent - Less Than 1 CFM /sq ft 4-+ CURRENT CURRENT CURRENT CURRENT CURRENTS CURRENT CURRENT CURRENT C URRENT CURRENTS To avoid noise, separate high CUrFent input Or' Output wiring from L Rating At 400 F - 4 CFM /sq ft d1 C) O PER UNIT SUB -TOTAL PER UNIT SUB -TOTAL TOTAL PER UNIT SUBTOTAL PER UNIT SUB-TOTAL TOTAL low current vxiJing. Separate power - limned from nonpower- �� __.. ;)- _ �jL_ A rn J M M AtnFS) Ah1PSj (A.IdPS) (AMPS) (AMPS) (AMPS) (AMPS) (AMPS) limited wiring. I 4 4� _. M 0 0 -255 3.57 3.57 1 STROBE (75CD) 0 0 0 0.255 0 0 1 STROBE (75CD) 14 0 a t/1 2 HORN/STROBE (75CD) 16 0 0 0.281 4.496 4.496 2 STROBE (75C0)CE 0 0 0 0.281 0 0 Wiring within the enclosure should be routed around the (� (?� i l) Glev:dur Disconnect Switch % N CO Top Of Ell mror 1Virh Shunt - "Trip LL 00 3 STROBE (110CD)WP 1 0 0 0.329 0.329 0.329 6 HORN 12 0 0 0.035 0.42 0.42 p erimeter of the enclosure, not across the circuit board. noa:n E 1 0 0 4- . � 4 HORN/STROBE (110CD) 1 0 0.337 0.337 0. Power - limited 337 7 MINIHORN 0 0 0 0.026 0 0 J J Opti Pire Ti, Sprs' ServicelU Wiring r in " lioual "e S xinkler Shudf \�alve.'fa n u cr p P �-+ 00 O 5 BPS10 ; 0.07 0.105 0 -105 0.175 8 HORN /STR (75CD) 0 0 0 0.281 0 0 f� a aui wiring ea Switch whine Comr c, 1' 9 Sn u in Fire t Alarm Pane I M - � �+ CJ M 9 STIR (110CD) WP 2 0 0 0.329 0.658 0.658 ( ` Elevat or Afachine Room, LotR Of TOTAL 007 8.837 10 HORN /STR (110CD)(WP) 12 0 0 0.329 3.948 3.948 - Hoistway System Smoke Dclas Connected ___._ A 4th Floor •- 11 BPS10 1 0.07 0.07 0.105 0.105 0.175 ; To Activate Fire Fighters' Sec Rem)] v 0 4 System I Teat Detector ( 1351 I') Located SECTION A -A �j = rd TOTAL 0.07 5.1 o ZJ 6 \ Within 21" Of s(cl ki Wiring Ta•,IT)etectars rng To r wilemte. in may also be con of any ed LL REQUIRED OPERATING TIME OF SECONDARY POWER SOURCE FROM NFPA72 ° � � p <'� hire Alarm Sysrcm ,. � UL classified nonnall weight (100 - Gx ; I 0 pcf) ',x:� -. Wall Um diam of openi is 12 in. STANDBY 24 HOURS ALARM 5 MINUTES X 1160 0 CZ) HOURS 1 � Shunt -'I rip Centro! Power Door See Cc +ors v oc (CAA) category m the Fire Resistance Prectm � Nr \1 / Sh unt -Tri a • < O PoerConncetuoAuxiliary•Contacts for nomew of mmufocturom •i6... REQUIRED OPERATING TIME OF SECONDARY POWER SOURCE FROM NF PA 72 of stemHcatDe[eclo s Fiat -Tri In �• Tyrc, ; ,a Y.a: »into -one matalie ppe conduit or tubng to be retdled REQUIRED TOTAL SYSTEM RE.. N ❑ y r within the feast conduit or tubing to be sup ported W RE . STA NDBY :, Pa n9 rSdN t . _T..IJDB ', REQUIRED TOTAL SYSTEM REQUIRED ALARM D isco nnect - on both sides of floor or wall assembly. TM annular spooe slid be 0 in. '4 A ALARM C �� rs n STANDBY TIME .,TANDBY CURRENT ...P ,.ITY L Rlvl TIIv1E ALARM CIRCUIT CAPACITY STANDBY 24 HOURS ALARM 5 MINUTES X 1/ 60 0.083 HOURS I � 31 r , �) `� Line Voltage Wtn g (point coded) to max 1_1/4 n The following types and saes of metalrw M (HOURS) !APS) (AMP - HOURS; (HOURS) (AMPS) (AMP- HOURS) o ird Floor _ (� � pipes, conduda a tubing may be used: 24 0,97 168 0.083333333 8.837 0.7364 REQUIRED TOTAL SYSTEM REQ. STANDBY REQUIRED TOTAL SYSTEM REQUIRED ALARM Route AC supply ] ( I _ _ o = LW A. 5: + t ipc - Nom 10 in. diom (or smaler) Schedule to (or heavier) through these � Y n steel pipe. REQ. STANDBY REQUIRED ALARM TOTAL RE., . OPTIONAL REQ. BATTERY STANDBY TIME STANDBY CURRENT CAPACITY ALARM TIME ALARM CIRCUIT CAPACITY knockouts only j p ;) i . i {l� • S. a,, ::it - Nom 4 in, dam (or smaller) steel ebctiml metdic toting � C- CAPACITY CAPACITY iAlviP HOURSr • �ITY FACTOR OF CAPACITY (HOURS) (AMPS) (AMP HOURS) (HOURS) (AMPS) (AMP- HOURS) ( Nonpower- limited -- ,.�� v or deal conduit. °'conduit. s ' - - , T (AMP- HOURS) iHtv1P- HOURS, SAFETY (AMP HOURS) 24 0.07 1.66 0.083333333 5.131 0.4276 and supervised) I Battery wiring ( non ow r- P e �.. � (� = Ccppee ii?o!rs - Nom 4 in. dorm . W ( or mallet ) 1'De L ( or hears r) 1.68 073C4 ? 41 C4 1.2 2.8997 7.0 A/H Supplied REQ STANDBY REQUIREDALARM TOTAL REQ. OPTIONAL REQ. BATTERY limited and supervised) �o L Sprin lcrllcTd ('I)p.) wiper CAPACITY FACTOR OF CAPACITY tubing. _Nan 4 in. dam (or smal Regular (or hearer) copper CAPACITY CAPACITY Battery I Battery ClevalorhfrtchineRuom pipe. - (AMP- HOURS) (AMP- HOURS) (AMP- H SAFETY (AMP- HOURS) n "`'r'' Yin 3 in. thickness of min 4 pd mineral wod bait '` ' � z Insulation for nom 4 in. diem (and snroller wD� ^p FT , condrite or bpi and mA) WP HORN OUTPUT L OAU TABLE 1.68 0.4276 2.1076 1.2 2.5291 7.0 AiH Supplied , Cj a min 4 in. thicku�ro of min 4 par mineral wed bolt irnulotion for pipe Lr Lnbby a loon, _ .�-• g dam ' fi min than nom 4 in. fi N P� � m o into neat E. BORJA. MINI HORN - - - -- � HORN CCIA) TOTAL Length Wlre Size Vdrop Last Device , - -_-__ form. Padong rtateriol to be from fop surface of floor or from ( ( ) ( HORN /STROBE OUTPUT LOAD TABLE DROP V OLT. CALC. 1) -�_ _ -- - both surraas of troll as required to accommodate the required this Output Circuit QTY Sub -Tot QTY Sub -Tot (nnA) (feet) AWG V Voltage(V) STIR 75CD(ma) HORN /STR 75CD(ma) HORN/STR 110CD(ma) HORNISTR 110CD(ma)W STIR 110CD(ma)W TOTAL Length Wire Vdrop Last Device Notes of flit material. P.E 360 Output Circuit ma •4, i!i, Volt! m t:3sdEy VA i _. - s" - l!/2 in. m 1 tNckreea of fell ) QT Sub -Tot ( ma ) HORN CIRC. # 1 35 x 6 210 26 x 2 52 262 600 14 0.81744 19.58256 QTY Sub -Tot ( ma ) QTY Sub -Tot ( ma ) QTY Sub -Tot t ma ) QT Su O (feet) `f A \ applied vithn the a ann t s between u 1ue. ml, , fh with the �P surface of Mot a ) AWG V Volta e g t V ) I- Maintain 1!4 -inch (C mm) spoon l ower- limited \_.(z material PPr 0.8174 STR. CIRC. # 1 1st fl 255 5 1275 281 x 3 843 3 7 3 ° 1 ,lov ""` bath sarfooes of wall. Ak the pond of contact location between pipe and HORN CIRC. # 2 35 x 6 210 26 x 2 52 262 600 14 4 .5 8256 ( ) x 3 x 0 D 329 x 0 0 29 x 0 0 2118 260 14 3.38118 17.0188248 and nonpower - limited wiring or use type FPL, FPLR, or D.�a„ cons a mm 1/2 dhn, bead of f41 material shag be a at the ELECTRIC <�L 19 5 , ;, ,, mte, STIR. CIRC. # 2(1st fl) 255 x 6 1530 281 x 3 843 337 x 0 0 329 x 0 0 329 x 0 0 2373 260 14 3.78826 16.6117428 I=PLP Cable per NEC. I i concrete/pips Interface on the top surface of floor and on both surfaces STIR. CIRC. # 3(1st fl) 255 x 2 510 281 x 0 0 337 x 4 1348 329 x 0 0 329 x 0 0 1858 30D 14 3.42244 16.977564 1D i of wall, 2 supervised Hr I! ; ^_, ix; (i STIR. . CIRC. # 4(1st fl) 255 x 0 0 281 x 0 0 337 x 0 0 329 x 6 1974 329 x 1 329 2303 300 14 4.24213 16.157874 [ ] Power limited and p ervised when not configured g as 1i @ -tt mC - CP601S, CP606 or FS-M sealant auxary power. Nan - supery vvben configured figured as t " ° " " "' STIR. CIRC. # 5(lst fl) 255 x 0 0 281 x 4 1124 337 x 4 1348 329 x 0 0 329 x 0 0 2472 250 14 3.79452 16.60548 r I - -- I CommlWre , (�9 u� ap,' Fs ot+E sealad used). CAD DATE: 10 -15 -07 auxiliary power. " "` "r Do STIR. CIRC. # 6(lst fl) 255 X 5 1275 281 x 2 562 337 x 0 0 329 x 0 0 329 x 1 329 2166 320 14 4.25576 16.1442432 arF7nnr sin, "rev i mbincr rot • I -ubbJ' 71u h • ' - 'c- - l, ` SECOND FLOOR [3] Source must be power - limited. Source detenmrtes ` )'r x SCALE: 1/8 = 1 0 >f STIR. CIRC. # 7(1st fl) 255 x 0 0 281 x 0 0 337 x 0 0 329 x 6 1974 329 x 1 329 2303 300 14 4.24213 16.157874 supervision. spr:b cr nail - c STR. CIRC. # B(lst fl) 255 x 1 255 281 x 7 1967 337 x 0 0 329 x 0 0 329 x 0 0 2222 250 14 3.41077 16.989 4. When using larger batteries, make sure to position the �• " �% / STR. CIRC. # 9(2nd fl) 255 x 5 1275 281 x 3 843 337 x D 0 337 x 0 0 329 x 0 0 2118 240 14 3.12108 17.2789152 battery terminals towards the door. h;t. Nu ,crtoADr,.ynn ".smnLencicaur, -� � E EB# 000 7148 (- ore nn:Jlow,,I in c1c•':d:u i,it meu STR. CIRC. # 10(2nd fl) 255 x 3 765 281 x 4 1124 337 x 1 337 337 x 0 0 329 x 0 0 2226 240 14 3.28023 17.1197664 - - -- -- - -- SHEET: OF FA -3 3 ° / / /I /r /tI111111iN1t11 \t \t�� 75 L I P! " ti JOB B .- - -. - -- U �4 PERMIT #: Miami Shore Villa e Shores - u , APPROVED By t?ATE Zil�lt3 DEPT C O P Y SUWECT TO C:OMKW" . Ate. STATE "C " RM AM A s A �b V) Uj U 3 O(� r -- 1 17 119 U Il I !./ 112 113 I I 1 16 i UB CUB (�l � C B L B B V) F 7 6/1 Si.. 7C/D1 4 1- /1 F F S2- /1 18 5CD F l,r; , 75 D F 0IZI AAA p i o+ a f! 71 S2 -6 1 f 1 F 1S EOL ST. #1 J EOL ST. #2 (2.3A) c - - -1 S2 -7 1 / j i LL is S1 5/1 CHARTING \ _ 1S _ W 1 i ii J 124 1S F S5 -1 /1 �,I B ENTRY V iY C U L� S2 -5/1 756 5� � `� HALL I; 125 125A, � II 0 0 F - Pis 101 \ _ ii 1 PS ii ;�� FIRE ALARM ANNUNCIATOR ELEC. 1 ' Uj �- ROOM � f RM. A,1s r ; ®C Ate' 1 114 PHYSICAL 102A RGOM 7666 + �CE ?/ I DIAGNOSTIC LAB 43A F /1 z �` Q 0 I IDLE 105 S2 -4/ 104 j '. 1A 55 1 F o r � 109 1 _ G \ 'I 75CD O w G � ST —S � ' F � J� sD�i U F -1 1 D -6/ 1 1 140 -S1 i W 104A sD ; S2 3/1 I v S1 S 1/1 1A,1S 1 — 1 43 1s CUBIC s1 F -is =_ __ - - sr4 /1 F 107 WP 1 1 5 D I In 75CD] I , 1 1A,1 0 OOIVI 2 OM Si- 1 , �> �� o 0 110 DO 11 O O O O 148 106 / 1s WALKI�AY No. I , , I (/� Ln F7 F- -3 F TO BPS S3- 110 CD S,1 A -4/1 I 1 S,1 B 1 i F 5- 1 S 10 F S5 -4/1 I F 13 !1 i 1 1 , I ' �75CDI 175CD 1S,113 1 c S3 — 1 0 0 0 0 1 z 0 - - 110 _ n I - S4 -3/ 1 N I _ 1 1 m i 1 VEST. S I I 13 4 ' � � 129 I I i 1 ' ( , o o I I i SRC y LASSRO I i P3 o I , No. 2 CIO 3- / p 1 , u _ _ t,� ,� F 101 ® 110 C F F 1 D F 'M'` _ E L ST.# 8A) EOL ST. # 11 S3- 1, A,1 S I ; �nb i ' I VEST. tF H: 1 00 i ' 1 S i— I r—Eo-, ' ,, located at field = _ WP WP 11 = = 0 11 CD = ,,� ► S4 -2/ 4 -5/1 P o � PIV BFP z 75C SPR(�IKLER'S o p 175C F S5- 1 e CONTROL RM I= , F -$ 1 J A 1s , F F -7 1 1A,1 F- 5/1A1s 3 -5/ 1 „ F - ; E0, ST. #6 (2.1A) 154 D- F / F _ F -6 1 __— S5 -6/1 t o CT -3 1 CT -4 1 TO BPS H - ®°- - -- -- F F -10/ CT1 T1 � i (1j 110 WP 2A 1A S6 ,� W 1A WT -1 � 1S1B CONCRETE MiiKWAY 8%1 BELL -1/1 O O O O O 1 s,1 B STUDENT I WORK 1s COVIVIUf`��IICATION o 133 1 ROOM S6 -7�1 F 135 0 BPS 75C sD PANEL FACP" w S6 -1/1 D -2/1 BPS AND BPS #1,2,3 0 F F 75CD 1 A � ACP Oil '�'> ;: � N r�° l wit - - - -! EOL R . #1 (0.2A I 2A 4 2A mq1 - - -- i Bpi - - ---j' 110 C . S6 -5 - I SD 4 1 a e S4 -6/1 1 P F 75Ctj / ass gs r :` i r•'' .4; : : 1 _ v. t ELE (, a s r 1 • U �� E f .. 3 1 � SD 132 CT- 1 1 S 2s F ELECTRICAL 0 t p - O HD- 1 HD H 1 / 1 1S i i S 5 6�1 ROOM e 0 a� \ , ; 1 C F M S I ,� 4 l'k ;'{ 2A �t't ;x t fit t M Fipj,, ALA ��{[[ f ., _ 9, I M - 11i t TOIL T WOMEP \' ` � Arc 3 / t0 ' 1ii�V 1-�� + ✓V Yb E yJL S 2 1��.". -d �Y �.l �l.,�d: _ I P � � �� V ! \1/ � t� �� EOL ST. (.3A) MECH 138 1 8 A TOIL 13 �� O O i@dJ�A' 29 7U; � r, ROOM. Sp HD S6 2 S6 -3/1 BY .� M C 75CD 4-J M M D M S-5/1 HD -3e� o t/f to r>s N F : Y •n h - r -.> / F F STUDENT r%j °o A��c�e� t �� _ -___� s t� I I 1 15 b °iEl b t I II I - -- ORG OFFICE i�trtf ;� r Fa�rt� avi�t +r .-. U1 S 4-J 0�0 � p O 6 -4/1 F WP WALKW''Y No. 2 cn a v r 110 CD 39 Qj V C 18RA1i;CHAt�2P CONSTRUCTION COMPANY r SHUNT TRIP s oP DRAWING DOCUMENT REVIEW J 41.< ? C: ;'ct 65 tt �tT' ELEV. MACH. RM. These documents hav,; Leon reviewe for conrmance with the design concep ELEV. MACH. RM. 8rcd 'intent and general cor.i!l ^,zca nit% the con-act documents. The subcontractor •� CT -1 11 is rep fcr confirming r , e rr t t G , tides and dimensions, fabrication H ADPA t C hi tecta l re C R T1 r•- , . ccr i met?ecds field �, .:? e a aaSon of this trade with all oche I CR -1 1 CR -2/1 R -3/1 CR -4/1 a 1- -�r_ . t .adcs . review a.. fcr arprovel of these eocuments does not relieve the uj MR s ZT-- n(kr from compliance t t?i t'.e conract dccl—Mts. ALT. PRI. FIRE HAT L MR -1 /1 Bate returned to Subcontractor: E. BOR,JA` RECALL RECALL �rz��ltt>� No: — ®2 •7 &64 S P.E.# 36040 x ELECTRIC`\L FIRE ALARM PLAN GROUND FLOOR SCALE 1/8" = 1' -O" a CAD DATE: 10 -15 -07 SCALE: 1/8" = 1'— 0" L EB# 000 7048 SHEET: FA-1 OF 03 r 4 - r l 'a .. uj u uj / A U v , FACULTY } u � OFFICE ASSISTANT FACULTY DIRECTOR'S DIRECTOR'S DIRECTORS A`SISTANT DIRECTORS M DEAN'S ® Z 201 202 OFFICE OFFICE OFFICE OFFICE r 207 OFFICE CONFERENCE OL ST. #9 (DICE 203 4 _ ROOM S9 -8/ � O 05 206 _ L08 210 V) LLJ Elm F 1S FACULTY Q 0 OFFICE S8 -3/2 --- ==nl 238 F 75CD SD -8/2 SD -9/2 F CORRIDOR F -3/2 2A u- SD 75CD SD 75CD 75C FACULTY 2A IS �s a -2/2 za.1s �' -1/2 23 1A , 1MINISTRATIVE W OFFICE F A,1S ASSIS � 237 1 211 SD -4/2 SD- ) 2/2 0 1S COPS Sp S9 -5/2 1S TO BPS MAIL S9-1 2 is D C 7 F 75CD 75CD _� , 10 -1/ Vl 223 F 2- RM. L� = A,1s / 1A,1S S9 -6/2 F 2 0 S1 j l 75CD F �- v1 1S o 24A 2�5A � LOBB TO BPS - 2S SD F - FACULTY 2A 2S 2255 /2 F -5/2 DIRECTOR'S SD -7 S10 -2/2 F \ 2 75CD F F / F .A,2 0 FICE i OFFICE SD s$ 5/2 s8 —s S9 -4/2 7scD 236 S8 -4/2 CORRIDOR 75CD F -1/2 F CORRIDOR 75CD 212 Z F 75CD _r.�� ASSISTANT N I H WP S7 -3 1 1 S7 -4/2 H WP L 220 1A,1 M �?��_r;'J }'AY No 110 FACULTY FACULTY � 110CD 254A 1s,1BI > - OFFICE �'' GFFICE I DIRECTOR 235 226 SD 11/2 OFFICE \ / SD 213 cl ME \ / \ / ASSISTANT z FACULTY FACULTY OFFICE OFFICE N 234 227 \\ o DIRECTOR'S a 4u OFFICE ON he r ,. . , \ / ._ FACULTY 214 OFFICE S 752c \OPEN TO far' 233 S8 -7/?� 1S,16 FACULTY \ z o OFFICE 2A N 228 V ASSISTANT m s/2 218 SD ti+ DIRECTOR OFFICE 'S 5CD F FACULTY D / \ SD-12 2 215 / \ / - FACULTY S10 3 2 OF FIC E 1s OFFICE // \\ ; z I 229 // \\ O I CL DD --�1/2 I / \ DI C/ 9 FACULTY Sp DD -2 FACULTY' // \\ DD��I DIRECTOR'S C) OFFICE OFFICE / \ OFFICE w 231 _R�2 230 // \ � CR -2 2A R -2/2 216 C) F] S8 -8/2 F 2 EOL ST. #8 (22A / \\ 75CD F 0 /2 P WP / \ WP T - 2/ 2A 1A,1S 2A 1 = 110 OCD = 1 TO BP (Z H W F- S7 -2/2 S7 -5/2 -6/2 FACP -135 C) 110CD 1S,18 S7- 1S,113 1s,1e F F / 75 F ACULTY 2a WT 1/ > 10 -4 U4GE � 0 . z V a' A,1s F 7 c� J S10-5/2 �• F 75CD 0) L I 1A1s SO p -5/2 n ® rn EOL NSA( S� DD -6/2 0 v DC VEST. oc = 1s CR -3 2 R -3/2 ± - 2 M d� - N � Ln Se e LEV. V SD It Ln -3/2 - r r - +S r � ' aJ CT -1 2 yt __.._._ .1.. _< _..._........_ a HD -3 2 T sD PEN TO �_ } - I-- v m ^ i S7 / 2A HD LOW +� 1 OCD HD -1/2 e N N 00 EOL ST. #7 2 NP (2. S 260 s L i rr 4 - J 00 o 0 „ V') 41 v r rn 75CD - c X F S10 -6/2 ��...... t/) - f i F IT R'S N FIRE ALARM PLAN SECOND FLOOR =ITS L -1 75CD 11oc S10 -7 2 EOL ST. #10 (2.2A) SCALE 1/8" = 1' - -0" L� -- J 2/ -8/2 S10 -8/2 uj E. BORJA P.E.# 36040 ELECTRICAL CAD DATE: 10 -15 -07 SCALE: 1 X = 1 ' - 0" EB# 000 7048 SHEET: OF a FA -2 03 i ( FIRE ALA DEVICE LEGEND • ROOF _ t' 1 XOPE OF WORK SYMBOL DESCRIPTION CATALOG NUMBER MOUNTING HEIGHT X1/2' Sp SMOKE DETECTOR SIGA -PS / SIGA -SB + EOL ST #10 (2.2A) HD HEAT DETECTOR SIGA -HRS ZS 75CD 75CD 75CD 75CD 75CD 75CD 75CD 110CD T S F F F F S10- /1 10 - 5/1 0 -7/ 1 S10 -8/1 THE WORK COVERED BY THIS SECTION OF THE SPECIFICATIONS AFF TO BOTTOM INCLUDES THE FURNISHING OF ALL LABOR, EQUIPMENT, F 7 � STROBE (75CD) G1 - VM 01/2' 75CD 75CD .75CD 75CD CONNECTION WITH P THE INSTALLATION OF THE LIFE SAFETY F M HORN /STROBE (75CD) Gt - HDVM Bo" AFF TO BOTTOM iS 75CD 75CD 75CD 75CD � SYSTEM AS SHOWN ON THE DRAWINGS AND AS HEREIN © BOOSTER POWER SUPPLY BPS - 10 T B PS EOL ST #9 (2. �1 �i a (2.11A) SPECIFIED. T THE COMPLETE IN S9-1 /1 S9 -2/1 S9 -3/1 S9-4/1 S9 -5/1 S9 -6/1 59-7/1 S9 -8/1 TA HALL CONFORM TO THE FACP FIRE ALARM CONTROL PANEL QS1 PANEL IN STAL L ATI O N N i0 S 01/2' or wrier crmm be constructed ILI PULL STATION SIGA -270 80" AFF TO BOTTOM APPLICABLE SECTIONS OF NFPA -72, LOCAL CODE REQUIREMENTS F iS 75CD 75CD 75CD 75CD 75CD 75CD 75CD 75CD NATIONAL ELECTRICAL CODE, ANSI ELEVATOR CODE, AND ANSI ❑ TO BPS 2 F F F F F F F F EOL ST #8 (2.2A) HANDICAP CODE. PI V POST INITIATION VALVE BY OTHER / /� S8 -1/1 S8 -2/1 S8 -3/1 S8 -4/1 S -5/1 S8 -6/1 S8 -7/1 S8 -8/1 GENERAL. `/ 01/2' EOL HORN #2 033 FURNISH AND INSTALL A COMPLETE LIFE SAFETY SYSTEM AS 13ACKF PREVENTOR BY OTHER Uj # ( ) BFP IS 1B 110CD 110CD 110CD 110CD 110CD 110C 11 CD DESCRIBED HEREIN AND AS SHOWN ON THE PLANS: TO BE TO BPS 3 H P H WP H WP H H wP H F EOL Sr #4 (2.3A) WIRED, CONNECTED, AND LEFT IN FIRST CLASS OPERATING T1 CONTROL MODULE SIGA - art ORN TO BPS 3 D -5/2 AHU- DD -6/2 D -3/2 AHU DD -4/2 CONDITION. THE SYSTEM SHALL USE CLOSED LOOP INITIATING Ltl STROBE (110CD) G1 - VM 80" AFF TO BOTTOM SD SD S7 -1 /1 S7 -2/1 S7 -3/1 S7 -4/1 S7 - 5/11 S7 -6/1 S7 -7/1 WT -1/2 DEVICE CIRCUITS WITH INDIVIDUAL ZONE SUPERVISION, ALL PANELS AND PERIPHERAL DEVICES SHALL BE THE STANDARD HORN /STROBE (110CD) G1 - HDVM 80" AFF TO BOTTOM SD - 1/2 SD - 2/2 SD - 3/2 SD - 4/2 SD - 5 /2 SD - 6/2 SD - 7/2 SD - 8/2 SD - 9/2 SD - 10/2 SD - it /2 SD - 12/2 IF S CR R - 3J2 CR C( R - 2/2 PRODUCT OF A SINGLE MANUFACTURER AND SHALL DISPLAY THE {6 "x6 "x4 ") pA 2- AHU - MANUFACTURER SPECIFIED UNDER THIS SEC'S NAME ON EACH COMPONENT. THE CATALOGUE HORN /STROBE (11OCD)WP 757 8A T /757A - WP Bo" AFF TO BOTTOM ON ARE THOSE OF THE TI [ DD -t/2 DD -2/2 EDWARDS SYSTEMS TECHNOLOGY INC AND CONSTITUTE THE TYPE, F WPB STROBE (11OCD)WP CS405 - BA - 80" AFF TO BOTTOM HD - 1/2 HD - 2/2 CT -1/2 F -1/2 F -2/2 F -3J2 F -4/2 F -5/2 CT -2/2 CT -3/2 F -SJ2 F -9/2 QUALITY OF ALARM, MATERIAL, AND OPERATING FEATURES DESIRED. HD HD T1 F F F F F T1 T1 F F SD SD � HD HD -3 F P F wP CR J n l�J FIRE ALARM BELL 4390- 6AW(R) /449 P -6/2 -7,/2 R -1/2 � _ R 01' RELAY FOR A C FM ALARM NOM: lA, 4S,1B SHUTDOWN CONTROL RELAY SIGA C J UTDOWN ( P. U- SECOND aOOR C 1 SIGNAL MASTER SIGA -CCt w REMOTE TEST /RESET 1. FIRE ALARM SYSTEM AND DEVICES TO BE UL LISTED AND POWER [ � W 2. VISUAL ALARM PER F.B.C. SHOULD BE LOCATE LIMITED. REMOTE TEST BY OTHER e � AT FIELD �y HD HEAT DETECTOR(WP) 302- Er- 135/STONCO27 O Z 3. FIRE ALARM SYSTEM SHALL BE TOTALLY SUPERVISED. SD DUCT DETECTOR SIGA -SD 0 JS 2 75CD 75CD 75CD 75CD 75CD 75CD 75CD 75CD 4. UPON ACTIVATION OF ANY MANUAL OR AUTOMATIC DEVICE A RED VSS SURGE PROTECTOR ACP100BWN3 t/) W T BPS 1 r r r r tn� EOL ST #1 (2.1A) LED SHALL ILUMINATE ZONE IN ALARM AT F.A.C.P., IN ADDITION A r r r r r r r LOCAL AUDIBLE ALARM SHALL SOUND THE GENERAL EVACUATION MR MULTI - VOLTAGE CONTROL RELAYS MR -101/7 S1-1/1 Sl -2/1 Sl -3/1 Sl -4/1 S1 -5/1 Sl -6/1 S1 -7/1 Sl -8 /1 SIGNAL. IF AN INITIATION OR SIGNALING DEVICE IS DISCONNECTED OR WIRING TO THOSE DEVICES ARE CUT AN APPROPRIATE YELLOW F S WATERFLOW/TAMPER SIGA -WTM Q Z 01/2' TROUBLE LED SHALL ILUMINATE AND AN AUDIBLE SIGNAL SHALL ®Wp SG- 32 /SG -WP V w is 75CD 75CD 75CD 75CD 75CD 75CD 75CD 75CD 75CD SOUND AT THE F.A.C.P. PULL STATION (WP) (A C BpS 1 T BPS 1 ,�, # ( 5. THE SYSTEM SHALL HAVE BATTERY BACK -UP FOR 24 HOURS IN THE w BPS �3 ^y EOL ST 2 2.3A) M GENESIS SIGNAL MASTER G1M LU NAC #1 STB. CKT. # STB. CKT. # STB. CKT. 4 W l/1 NAC # STB. CKT. #2 sT6. CKT. #a 9 CKT. s r,Kr. 7 X1/2' S2 -1 /1 S2 -2!1 S2 -3/1 S2 -4/1 S2 -5/1 S2 -6/1 S2 -7/1 S2 -8 /1 S2 -9/1 r SUPERVISORY MODE AND 5 MINUTES MINIMUM IN ALARM. 0 SYNCHRONIZATION OUTPUT MODULE SIGA -CC1S W NAC #3 STB. CKT. 13 STB. CKT. RN 1 is 75CD 110CD 110CD 110CD 110CD r NAC # �• Cam• # STB. CKT. 10 CKT. iIORN HO 2 TO B 1 75CD EOL ST #3 (1.BA) ''� ' + 6. THE INSTALLATION SHALL COMPLY WITH N.E.C. CHAPTER 760 qN REMOTE ANNUNCIATOR EST -SRA1 Ce F F F F F F t x i r L/t a AND N.F.P.A. 72. +� BELL TO NAC #2 FROM FACP S3 -1 /1 S3 -2/1 S3 -3/1 S3 -4/1 S3 -5/1 S3 -6/1 ( r ,+`` 7. ALL CEILINGS ARE LESS 10' UNLESS OTHERWISE NOTICE. ERE LEGEI V / � 01/2' i EOL HORN 1 0.7A COMMUNICATION ROOM 1S,1B 1 10CD 110CD 110CD 110CD 110CD 110C 119 ( ) � , � t f 8. ALL COMPONENTS ARE LISTED FOR FIRE SERVICE USE. A = 2 #18 'L (DATA)(UNSHIELDED)(BLUE) � TO PS WP WP WP WP P T 1 tL ; a? 1 a t p a >_ fill. „ H H H H H H F EOL ST #4 (2.3A} - S= 2 #14 PL (STROBE)(UNSHIELDED)(RED) GUTTER (5 x8 x8) HORN TO BPS J3 '�1< Ar" 9. THE SYSTEM IS CLASS B. 1- S4-i /i S4 -2/1 S4 -3/1 S4 -4/1 S4 -5/1 S4 -6/1 S4 -7/1 B = 2 #14 PL (HORN)(UNSHIELDED)(RED) Q i ) f� [> r 11 03/4' = DE E y 10. THE QS1 PANEL PROVIDE A CONTROL OF 125 DETECTORS P 2 #16 PL (POWER)(UNSHIEL D)(R D) LU Illtillltillill Ilillllllllllll 1111111111111111 x X1/2' AND 125 MODULES PER CIRCUIT AND PER LOOPS.(SEE CUT - SHEET) ' 120V �3 4" CCIS j 1S 75CD 75CD 75CD 110CD 110CD 110CD 75CD 110CD cell TO BPS EOL ST #5 (2.4A) N = 2 #16 'L (NETWORK)(BLUE) _ V , , , ❑ 1 ' 11. THIS IS A FULLY SPRINKLERED BUILDING. '' SS BPS #3 BPS #2 BPS # 1 ° ° ° F � I` +%ter -� °'. r�' W IS 1 2 EMT MINIMUM 40� 4X4 # # # o� S5 -1/1 S5 -2/1 S5 -3/1 S5 -4/1 S5 -5/1 S5 -6/1 S5 -7/1 S5 - 8/1 . :) _ 12. THIS SYSTEM IS A LISTED CENTRAL STATION FIRE ALARM MINIMUM COON IT ALLO N { ELECT. 11111116111!!(1 IIIIIIIIIIIIIII Ilitti111111t11 F4. •_ f ,. SYSTEM PROVIDED WITH DIALER IN FACP. FILLED MAX. M BOX Di /2' TYPICAL - - QS1 is 75CD 75CD 75CD 110CD 75CD 75CD 75CD 75CD )1 \_� 13. ALL KNOCKOUTS USED SHALL BE THE STANDARD SHOWN IN THIS SHEET (FIGURE 6 -3) ( ) T �. = - AND LITERATURE SHEETS PROVIDED, OTHER WILL BE UNAPPROVED BY UL. TO B 2 7 P EOL ST #6 (2.1A)' "" I� �F F F 1 112THHN GREEN 2 PHONE LINES FOR F F F F F LISTED CENTRAL srAnoN FACP S6 -1/1 S6 -2/1 SG -3/1 S6 -4/1 S6 -5/1 S6 -6/1 S6 -7/1 SG -8 /1 " � � OF OPERATION PANEL Li E" I if DED CATE _ 3 #12 THHN EMT - 1/2' C ®ND 1. Activation of any initiating alarm (Manual stations, smoke detectors, and heat detector) shall do the following: iP,120V - WP - DENOTES WEATHERPROOF L ow voltage cable e ntry points 3 #22,20AMP, BREAKER 20A,1P,120v a. - Main FACP or remote annunciator shall indicate the device In alarm or the zone In alarm. ' 1�12THHN GREEN ----- -- - - -- -- - - - - -- CK' - -24 (FACP & BPS10 #1,2,3) X1/2, SD -1/1 SD -2/1 SD -3/1 SD -4/1 SD -5/1 SD -6/1 HD -1/1 HD -3/1 CT -1/1 F -1/1 F -2/1 F -3/1 F -4/1 F -5/1 F -6/1 F -7/1 F -6/1 F -9/1 to the Fire Department, via phone lines. b. - If Communicator dialer is provided, a signal shall be sent to a Central Station and this shall be connected �1N,1P 1A SD SD sD SD SD SD HD HD T1 F F F --0 L� r F F c. - Activation of all audible and visual devices throughout the building. Audible devices shall be temporal pattern. 0 � s TO FACP #1 ,A HD D -2/1 Audible circuits shall be silenceable. ) - - -- fi -1 . - re at the main or Remote Annunciator I exlstl shall indicate that the system Is In alarm - pp d A d light FACP R t ( f existing) s s ?�:u::.,a- r .•-. H �� ,:b, - -. ,•. ' rr s� -: 3, faj�l�.rr�.�'.r - �- -_.. .- i dl x - M ' "• t 1/ I o above, a w more _ ELEV. MACH. RM. 2 -The alarm is from an automatic dev-iet3 �sm.ok_� detecto r,_heat dete I S 2 BELL -1/1 F- t0 /1;. F -tt /t f._ -i2 F 13/1 WT -1/1 F F F F R- 4 1 T T - 1 T1 T - 3/1 T1 TO FAC 3. - All initiating devices shall be supervised, and any off normal condition shall be indicated T - 4/1 in addition t abll AHU (ith than 2000 CFM) shall shutdown. l P g EOL NAC #2 CR -1/1 CR -2/1 CR -3/1 R - at the main FACP �:� j U NAC #2 FROM FACP MR PI III��FFFYYYIII and Remote Annunciator ( If existing). All output circuits shall be supervised for open or sholrt condition and any I , I -- - I �aLVDC ALT. PRI. FIRE HAT SHUNT TRIP off normal condition shall be indicated at the main FACP or Remote Annunciator. Off normal condition shall be "rg ca6le 9e -�� Pss - ' 439D- 6AW(R) RECALL RECALL ELEV. MACH. RM. indicated with an amber light and /or buzzer. Buzzer could be silenceable from the main FACP. Buzzer shall entry point I'r T, BELL WIRING DIAGRAM FOR SUPERVISION l r,. l resound if any new trouble condition arises. GROUND FLO OR 4. - Ground fault condition on any wire or device shall indicate at the main FACP, with a message and /or amber 1 light indicating ground fault condition. - - - - -- _ - z ----- - - - - -- , FIRE ALARM RISER 0 N,TS, 5. - Batteries lead or batteries with trouble shall be supervised and any off normal condition shall indicate at the main FACP or Remote Annunciator. I Battery compartment q I O o I l i i o tY BATTERY CALCULATIONS BPS -10 # 1 6. - Telephone lines from DACT shall be supervised according to NFPA 72. I U QS1 Cabinet Batter Calculation - - -- " -- ii ITEM DESCRIPTION QTY bTAPIC$Y STA ALARM ACTIVATED BOTH y W -, cT!, CL1RREtJT JJRREtJT CURRENT CURRENT CURRENTS Description Quantity Standby (ma) Total Standby (ma) Alarm (ma) Total Alarm(ma) 7.- Anyy off normal condition shall be indicated at the Main FACP and annunciator, and shall be sent to �- 0 PER UNIT SUB -TOTAL PER UNIT SUB -TOTAL TOTAL CPU /LCD Display 1 117 117 135 135 Listed Central Station. This include Alarm, Supervisory, Monitor, and trouble. AIIPS ;;40PS) (AMPS) (AMPS) 0 0 1 STROBE (75CD; 13 0 0.255 3.315 3.315 Power Spply Card "PS6" 1 x 72 72 96 96 LED Switch Card " SL30" 1 x 1 1 11.25 11.25 8. - Activation of any supervisory devices shall indicate at the Main FACP and annunciator, supervisory light �} 2 STROBE {11GCD) 0 G ? 0.311 0 D 3 STROBE (177CD) 0 C 0.565 0 0 Loop Controller "SLIC" 1 x 33 33 57 57 and buzzer shall be activated and shall be send a supervisory signal • to a Listed Central Station. - -- - - - -- - -- 4 STROBE (75CD)(CE) 0 0 ( 0.281 0 0 Dialer "OLIX 1 x 13 13 26 26 Buzzer could be silenceable from main FRCP, any new supervisory si gnal shall Figure 6 - 3: (1 1 (G /R) - 1 cable entry locations ~ Q 6 HORNISTR ( %SCDi 10 0 D 0.281 2.81 2.81 Relay Card "ZR8" 0 x 7 0 72 o resound the buzzer. Supervisory light shall remain tell the originating condition Is extinguished. 7 HORN /STR (11OCD) 8 0 0 0.337 2.696 2.696 RS-485 Card 0 x 75 0 75 0 9. - Activation of any sprinkler, o signal shall be indicated at the Main FACP, and run the sequence of operation above. 8 HORN/STR (75CD)(CE) D D 0 0.316 0 0 Siga Smoke Detectors 18 x 0.045 0.81 0.045 0.81 11 HORN/STR 01OOD)NVP) 0 0 0 0.329 0 0 Siga -SD 6 x 0.045 0.27 0.045 0.27 10. Sequence of elevator capture: 12 gPS10 1 - 0.07 0.105 0.105 0.175 Siga Single Stage Pull Stations 21 x 0.25 5.25 0.4 8.4 W 0 Siga -CT1 5 x 0.1 0.5 0.4 2 A. Initiation of smoke detector at machine room shall capture the elevator to the second fl. TOTAL O. D7 8.926 Siga -CC1 5 x 0.223 1.115 0.1 0.5 - In addition fire hat at elevator car shall be activated. Siga -CR 7 x 0.1 0.7 0.1 0.7 _ fir floor elevator lobby shall capture the elevator to the - CEILIN( -- Si a -WTM 2 x 0.396 0.792 0.68 1.36 B. Initiation of smoke detector of firs o y p 9 REQUIRED OPERATING TIME OF SECONDARY POWER SOURCE FROM NFPA 72 eat Detector 4 x 0.045 0.18 0.045 0.18 Second floor. 3 - M H eat BE 110CD 4 x 0 0 337 1348 elevator HORN/ TRO C. Initiation of smoke detector at 2nd floor elevator lobby shall capture the to the n _ 160 0.083 HOURS y STANDBY �4 H..URS ' LAF lei 5 MINUTES X 1 STROBE 75CD 2 x 0 0 225 450 First floor. In addition fire hat at elevator car shall be activated. SM01 ti r ST ANDB Y T TAL SYSTEM REQUIRED ALARM BELL 439D- 6AW(R) 1 x 0 0 85 85 DETEOR A/C REQUIRED TOTAL SY RE ,t ._T .I IGB! REQUIRED O h elevator to the first floor. D. Initiation of smoke detector at elevator shaft shall capture t e e t STANDBY TIME STANDBY CURRENT CAPACITY �,I} -RIv1 TfIv1E ALARM CIRCUIT CAPACITY TOTAL (A) 245.62 TOTAL(B) 2222.47 DIFFUSER (HOURS) (AMPS) iANIP -HOURz l !HOURS) (AMPS) (AMP- HOURS) Battery Calculation E. Activation of heat detector at elevator machine room or hoistwoy shall report to facp and M 24 Q07 1.Cti8 0083333333 8926 0.7438 activate shunt trip for Elevator. rn � O1 D ��ryy� R '` ��.�+��± DET A�7 REQ. STANDBY REQUIRED ALARM TOTAL REQ. OPTIONAL REQ. BATTERY SMETEM MOUNMNG AIL ® dl CAPACITY CAPACITY CAPACITY FACTOR OF CAPACITY Supervisory Hours (C) 24 Battery Capacity (A.H) = 1.2`[(Axq +(0.0167xBxD)] /1000 (AMP - HOURS) ,AMP- HOURS) (AMP - HOURS; SAFETY (AMP- HOURS) Alarm Minutes () B C apac it y (. H) = 7.259345845 Supped 10 A/H 7.0IVHSu lied li ical. El.evltor Wiri System No, C -AJ -1149 BPS 10 Wire Routin = ' '� 1.2 2.9086 T 11 1.69 0. , 4_8 _.4 38 PP D 5 Btt C itA Y� F Rating - 2 Hr .� M , BATTERY CALCULATIONS BPS -10 # 3 9 Tor Intelligent Systein T Rating - 0 Hr � � to BATTERY CALCULATIONS BPS - # 2 d R In At Ambient -Less Than / 1 CFMJs ft L!'t A OTH ITEM DESCRIPTION QTY STANDBY STANDBY ALARM ACTIVATED BOTH L at g e q w I STANDBY TAt 1 BY ALARM ACTIV TED B ITEM DESCRIPTION QTY ST t1DBY D To avoid noise separate high current inp r t L Rating At 400 f - 4 CFM /sq ft y O O t n o utput vlrm = lrom I CURRENT CURRENT CURRENT CURRENT CURRENTS CURRENT CURRENT CURRENT CURRENT CURRENTS P b P P b _ nn M - N PER UNIT SUB -TOTAL PER UNIT SUB -TOTAL TOTAL PER UNIT SUB -TOTAL PER UNIT SUB -TOTAL TOTAL low' current wiring. Separate power- limited from nonpower- �� _._ ,)- _( I - - -- A a2':, 4 L M 6 M limited whin r I ` , +� M AAMPS) (AMPS) (AMPS) (AMPS) (AMPS) (AMPS) AMPS) (AMPS) _ S- /,_ LC , q. j 6n N fV co 1 STROBE (75CD STROBE 0 0 0 0 ('V ' 14 0 0 0.255 3.57 3.57 1 RB () .255 0 0 �4� t i` Llevator Disconnecl S.vitch ' 1 W within the enclosure should be routed around the / ( -'� s J ' 11. 00 2 HORNISTROBE (75CD) 16 0 0 0.281 4.496 4.496 2 STROBE (75CD)CE 0 0 0 0.281 0 0 rpOfPlm,•nror with Shunt -Trip }� % 0.42 perimeter of the enclosure, not across the circuit board. n„r,,,,.r r -; * ` 4' 0 0 0.035 0.42 � " 0 6 HORN 12 LA 3 STROBE (tiOCD)WP 1 0 0 0.329 0.329 0..2 Ln 9 � W `, Cl�ta:or ]'ire I'i Service lU Wiring g 3 0.'.:37 7 MINIHORN 0 0 0 0.026 0 4 HORWSTROBE (110CD) 1 0 0.337 0. 37 (1' " Optional Fi,e SprinkLr Shurrf : %nice. Tatnper �•'�' '� 00 l'if Power - limited ... , M r � HORN/STR 75CD 0 0 0 0.281 0 0 ' 'n F ire . 7 8 aUUI 'l u, re A err Iris 5 BPS10 1 ! C QOr 0.105 0.105 0 5 { ) Switch Wiring Conn ! m Panel 1 � .►.� Q) v whin area 9 u • 9 STIR (110CD) WVP 2 0 0 0.329 0.658 0.658 a Ltcvator hiacl,ine Room, LoBi Top Of t>n Id TOTAL 0.07 8.837 10 HORN /STR {110C!D)(WP) 12 0 0 0.329 3.948 3.948 To A ctiv System Smoke lle Connected Q , ^ N - 4rn Frner 'tor A Fire Fialtiers' Ser. Recall v f 11 BPS10 1 0.07 0.07 0.105 0.105 0.175 tnhby SECTION A - A r rd D (} /_5� System I seat Detector (] 35IF) Loaded _. __ o ° t�1 ` Within 21" Of Sprinkler Had ear 4-1 thx* reinforced rgntwe ght a O LL TOTAL 0.07 5.131 \Jp � 6 normal ht (+00 -150 pd) concrete. Wall may dso of REQUIRED OPERATING TIME OF SECONDARY POWER SOURCE FROM NFPA 72 t, , sire Alann sy Le wiringTa�tnetecro s weg rsed _ -. Max dam of openin O an UL Class STANDBY 24 H•C! IRS ALARM 5 ININUTES X 1J 60 0.083 HOURS , 12I (z) Shunt 'Trip Control PorverAtor et AZT) category 12 p ectory I See ..wu.e„ rs in The Fie Resistance (ill Shunt -Trip Power Conneetco Auxiliary Contacts for name of monufoduraa •�... CV REQUIRED OPERATING TIME OF SECONDARY POWER SOURCE FROM NFPA 72 - . O. UC System Heat Detectors 8c`u -Trip In 2, Tnxvoo, ;,,,hk One rretalte .eondult or tubing tobe nstaled STANDBY A REQUIRED ALARM BY• space within the roestop system. Pipe, conduit a tubing to be rigidly supported _T rJDBY REQUIRED TOTAL SYSTEM RE , \ Disconnect Switch For Elcvadhut - Down on both aides of floor a wag assembly. The annular shd be 0 in. REQUIRED TOTAL SYSTEM RE � '�?) ��) Line Vvliage Wiring (point contact) to max 1 -1 4 F. The f c 1 A CAPACITY STANDBY 24 HOURS ALARM 5 MINUTES X 1/ 60 0.083 HOURS 3 a t" s and sizes sizes of aatdra STANDBY TIME STANDBY CURRENT �APA•�IT'! AL TIME ALARM CIRCUIT i 1 � { I i ,�,„ , I caduds a tubi be used: t o 1 o Pipe -". n9 �y (HOURS) !AMPS; !A.MF- HOUR.: (HOURS) (AMPS) (AMP - HOURS) .� Route AC supply ° o ^ t"n,q• A. S:�t! Pipe -Nan 10 in. dram (a stroller) Schedde 10 (a heavier) 24 0.07 1.65 0.083333333 8.837 0.7364 REQUIRED TOTAL SYSTEM REQ. STANDBY REQUIRED TOTAL SYSTEM REQUIRED ALARM g i -l i steel pipe. ihrou h these � o , r 7 1 / Ce'i:; - Nom 4 in. dam (a smaller) steel electrical metallic tubing REQ. STANDBY REQUIRED ALARP/l TCT'.L REOPTIOPJAL REQ. BATTERY STANDBY TIiME STANDBY CURRENT CAPACITY ALARM TiME ALARM CIRCUIT CAPACITY knockouts only <l�) - i I _� - -- r ~ a steel conduit CAPACITY CAPACITY C4. PACITI FACTOR OF CAPACITY (HOURS) (AMPS) (AMP HOURS) (HOURS) (AMPS) (AMP-HOURS) (Nonpower- limited � . - f c y t. fir.. - m 4 in. a hea%ior AMP -HOURS AMP- HOURS, iAIdIP- HOURS! SAFETY (AMP- HOURS) 24 0.07 1.68 0.083333333 5.131 0.4276 and supervised) Battery wrung (nonpower- r; -(� iu No ( ) T L ( ) W ( ) _ limited and supervised) t sprinkicrncaa >r,) CD 1.68 O.r364 _ 41 G4 t_ 2.8997 7.OA /HSupplied REQ. STANDBY REQUIREDALARM TOTAL REQ. OPTIONAL REQ. BATTERY aa CAPACITY CAPACITY CAPACITY FACTOR OF AP - t•:;,° Nom 4 in. diem m (or smaller) Reguia (or heavier) copper _ _1 6levarurhfachine Room pipe C RS) ACITY c ...,:. bait HORN O UTPUT LOAD TABLE (AMP - HOU (AMP - HOURS) (AMP- HOURS) (AMP- HOURS) SAFETY 1 Battery Battery „ ® / pP i i - insulation to nom 4 in. diemlle,min 4 pat mineral wades E. BORJA. 1.68 0.4276 2.1076 1.2 2.5291 7.0 AiH Supplied ) o min 4 in. ttiOmss of min 4 mneral pipes ool baM r aid r'loo. ,.�- greater than nom 4 in. dam, firmly podW into opening as a pearaned HORN mA W P MINI HORN mA TOTAL Length Wire Size Vdrop L ast Device -- L on nr• °� - - - form. Packing material to be r ecessed from top surfow of floor or train 4 v _ -- - both surface of wall as required to mcornmodote the ralmred waa es � HORN /STROBE OUTPUT LOAD TABLE DROP .OLT. CALL, Notes Of Mill ��' P.E.# 360 -0 Output Circuit QTY Sub -Tot QTY Sub -Tat ( mA) (feet) AWG V V STR 75CD(ma) HORNISTR 75CD(ma) HORNISTR 11DCD(ma) HORN /STR 110CD(ma)W STR 110CD(ma)W TOTAL Length Wire Vdrop Last Device vale, Crvti y ML_! ;c' . sit r: - con 1/2 in. thidatess of fa motedal a red ritlin the annulus, fheh with the surfan of floor a _ PPr d Output ma QT Sub Tot ma QTY Sub -Tot ma QTY Sub -Tot ma QTY Sub -Tot ma 4T'f Su (A) (feet) AWG V Voltage(V) 1. Maintain L4 -inch 6 ntm s7acinrr hetween tow limited �- z HORN CIRC. # 1 35 2 52 262 600 14 0.81744 19.58256 P t ) ( ) t ) t ) ( ) 1 � 1 ,- � O both surfaces of wall u the point of contact {oration ST 1/2 between p'ryx and ��L X 6 210 26 x .. ELECTRI CIRC. # 1 1st fl 255 x 5 1275 281 x 3 843 337 x 0 0 329 x 0 0 329 x 0 0 2118 260 14 3.38118 17.0188248 and non over Innited wn in or use tv e FPL FPLR or Dioconnec cone a mm is diem beod of fill material shag be o ( ) rate, applied at the ] 9 P Swi:cL i-aRN CIRC. # 2 35 x 6 210 26 x 2 52 262 600 14 0.81744 19.58256 STIR. CIRC. # 2(lst fl) 255 x 6 1530 281 x 3 843 337 x 0 0 329 x 0 0 329 x 0 0 2373 260 14 3.78826 16.6117428 FPLP cable per NEC. (i I ofwaall. pipe iderface on the top surface of floor and on lath surfaces SIR. CIRC. # 3(1st fl) 255 x 2 510 281 x 0 0 337 x 4 1348 329 x 0 0 329 x 0 0 1858 300 14 3.42244 16.977564 Hi 2 Power- limited and su ervised when not Conti ured as 1.;, [ J P 11 r c C PWI cress a rs-orJE s i CAD DATE: 10 -15 -07 STIR. CIRC. # 4 1st fl 255 x 0 0 281 x 0 0 337 x D 0 329 x 6 1974 329 x 1 329 2303 300 14 4.24213 16.157874 L ,,,,n( ) tntxiliaty power. Nan - supervised when confi��ured as . I - -- . , „ (Note: L ST Rasrgs appy any Then FS Sea is used). STIR. CIRC- # 5(1st fl) 255 X 0 0 281 X 4 1124 337 X 4 1348 329 X 0 0 329 x 0 0 2472 250 14 3.79452 16.60548 *Bearing the UL Cimsiraation Ma k auxiliary power. I o;n , mi STIR. CIRC. # 6(1st fl) 255 x 5 1275 281 x 2 562 337 x 0 0 329 x 0 0 329 x 1 329 2166 320 14 4.25576 16.1442432 „, "or E,:vnr - T -abnJ' 1lvian•ur l� j t , SCALE: 1 - 1 0" SECOND FLOOR (3] Source must be power - limited. Source determines _ - ` i_ - ;; ' Supervision. s nl ru a� rnamTov SYSIfl4S _ _, .._ C •'- $ STIR. CIRC. # 7(1st fl) 255 x 0 0 281 x 0 0 337 x 0 0 329 x 6 1974 329 x 1 329 2303 300 14 4.2 4213 16.157874 5 255 28 3 9 0 0 329 x 0 0 2222 250 14 3.41077 16.98923 4. When usin tar ter batteries, make sure STR. CIRC. # 8 to position the �o - ` 1st fl 25 x 1 1 x 7 1967 337 x 0 0 2 x b b t ) �,_ _.__� E STR. CIRC. # 9(2nd f L EB# 000 7048 0 255 x 5 1275 281 x 3 843 337 x 0 0 337 x 0 0 329 x 0 0 2118 240 14 3.12108 17.2789152 battery terminals towards the door. I �;,,,,,,,� f . ; , _ " r. n,:::, r.. „ n::msmn,:c ndm,ors STIR. CIRC. # 10(2nd fl) 255 x 3 765 281 x 4 1124 337 x 1 337 337 x 0 0 329 x 0 0 2226 240 14 3.28023 17.1197664 - - _ - -- .. -. SHEET: �n_� OF %,�� e� n