Loading...
HomeMy WebLinkAbout300 N Park Ave 94-00001505 Fire sprinklersC :I: `I' Y O F�' A N Li,u R ll u, ,_ l/._)5 BULLDING PERMITS 300 N- PARK AVENUE SANFORD, FL :32Y71 APP TYPE: NEW STORES AND CUSTOMER SERVICE PARCEL #: 29.19.30.5LW-0100-0000 399 MASTER LOCATION: 100 200 T'OWNE CENTER CR OWNER: SEMINOLE TOWNE CENTER LTD L/P ADDRESS: MELVIN SIMON &. ASSOC INC PUB 7033 MERCHANT'S PLAZA INDI.ANAPOLIS IN 46207 PHONE: 317 636--1600 CONTRACTOR.:HARDIN CONSTRUCTION GROUP INC ADDRESS: 1380 W PACES FERRY RD ATLANT'A GA 30327 PHONE: 404 264-0404 CERTIFICATION #: FEES CHARGED -------------- PERMIT #: 94-00001505 000 000 ISVF TYPE: INTERIM SERVICE -WILL VARY ISSUED DATE: 9/21/95 VOID DATE: 3/20/96 INTERIM SERVICE -WILL VARY PMT FEE 14004.90 A.PP FEES: Ol-APPLCTN C+'EE-BUILDING of -FIRE IMPACT - NONRES 01--FIRE INSPECT --NEW CONST Ol--POLICE IMPACT - NONRES 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT_ PGM _ TOTAL, FEES: 10.00 18026-01 3784.48 114942-08 2612-32 453539.60 2612.32 $609,530.71 INSPECTIONS ------------------------ 2'4 HOUR NOTICE REQUIRED FOR ALL INSPEC.:TIONS PHONE (407) 330-5659 DATE FEES PAID 9/21/95 (::�114�4�q 5/18/94 10.00 5/ 18/94 160 'S . O 1 6/03/94 3764.48 5/18/94 114942.08 5/18/94 2612.32 UNPAID .00 5/18/94 2612.32 $155,991.11 RECEIPT # : n \ ] SIGNATURE: APPROVED BY: FAILURE TO COMPLY WITH MECHANIC'S IEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NO`.E: ALL FEES MUST BE PAID PRIOR TO C.U. BEING ISSUED. Qj_1 44 '31 l� I t i s the intent of this detail to establish a typical condition TOP BEAM GENERAL NOTES CLAMP STEEL BAR of the required configuration of drops to sprinklers when the JOIST OR final installation Is complete. Bidders shall include sprinklers STEEL BEAM NOTE: WATER STUDY PROJECTED 1. Sprinkler system to be installed in strict accordance with Instal below the ce I t t ng including Materials, labor, and AT NODE O SEE ((PEC) PLANS testing, Interior drawings w I I. t be issued at a Later date ALL THREAD ROD AND STUDY FOR MORE INFORMATION specifications. z Indicating fInat head placement, The average length of the arm -over in each drop is 4' - 0' not including the 1 ' - 0' extension FIRE HYDANT FIRE HYDANT 2. Systems shown on these drawings show the system with 1' cap for hanger. Some drops will be straight down - others �' w t t t arm -over more than 4'-0' 3 configuration, pipe sizing and number of sprinklers required. PIPE RING 12" GATE VALVE SPRINKLER PIPE �+ gyp,\N When light and diffuser locations are established, revised Drops to sprinklers are not to be Installed until Interior drawings are I ssued , The average l en gth of an arm -over w I l l be determ I n ed 1T drawings will be issued with proper coordination. Sprinkler b adding n the total I. I nea t feet of pipe from the outlets i n 12" WATER MAIN Y 9 P P I � bids shall be based on systems shown on these drawings. The the shell system bran chllneso to the final sprinkler head Locations Ind I cated on the interior drawings and dividing SPRINKLER CONTRACTOR SHALL following pro rata pricing should be a part of all sprinkler HANGER N ❑ , 1 BEGIN HIS WORK 5'-0• FROM I bids: by the number of outlets indicated on the she(( system, BUILDING �` i� 3" WATER ' Should the total materials required for all the arm-overs - A Add one sprinkler prior to pipe fabrication. on the project exceed the total amount outlined in this SCALE i NONE 0 B. Add one sprinkler in field after system rough -in, but detail multiplied by the number of outlets on the shell system, the value of additional materials and labor will be determined by utilizing SEE PLAN BELOW prior to final test and acceptance. the un I t pr I ces I n the t atest I ssue* of the Mean s Pr I c I n g System Cata t og FOR RISER DETAIL C. Relocate one sprinkler in field after system rough -in, 0 When I nter I or draw I n gs are I ssued, Spr I nk ler Contractor w I t t be �- FIRE HYDANT but prior to final test and acceptance. entitled to his pro -rota price for additional sprinklers, but not CONCRETE DECK for relocations, Any revisions after the interior drawings are 3. Design Criteria: Piping was sized by hydraulic calculations based on issued w I I. t be I n d 1 Gated on rev i s I on drawl n gs and sha t t en t I t Le . ;•. ; �. `� .!• • : `. �' providing a minimum flow of 750 gpm to the hydraulically Sprinkler Contractor to his pro -rota prices for both added and .' ` • relocated sprinklers. Where finished sprinklers are shown, this ILTI ANCHOR most remote 2500 square feet. Previous experience with deta 1 t does not apply. Dillard's Store design indicates that this water demand will ALL THREAD ROD - For clef I n I t I on purposes re t at i n g to pro-rata pr I c I n g, system zD I' be adequate to provide .18 gpm per sq. ft. over the most rough -in is described as the completion of the installation of d's remote 2500 sq. ft. the shell fire protection system, Q LOWER LEVEL FIN.FLOOR ELEVATION= 47.58 $ ¢ 4. Hydraulic calculations are based on using thinwall pipe with BEAM CLAMP PIPE RI SPRINKLER PIPE � � y g PP TEE OR ELL BRANCHLINE 1-4 grooved couplings and welded branchline outlets for all main W/ 1'0UTLET '- ALL THREAD ROD piping. Branchline piping is threadable thinwall (X-L or appr. equal). o L4 1'9 1 PIPE 1'TE 1'CAP FIRE HYDANT 5. All cut lengths on drawings are center -to -center dimensions, 1'X1'-D'-ARM-❑ 1'9� 1'X1'-0' W/ HANGER H I L T I ANCHOR HANGER DETAIL 1'x3'-0' ARM-❑v all hanger lengths are from top of steel or angle iron to 1' SCH.40 DROP SCALEi NONE centerline of pipe. 1'X 1/2 ' BELL REDO ER FINISHED CE I L 6. All hangers are indicated on the drawings. All pipe e 10'-®'AFF 9 9 PP supports and materials to be selected by SPRINKLER CONTRACTOR and t-SPRINKLER HEAD shall comply with N.F.P.A. 113 requirements. DETAIL OF TYPICAL OUTLET N . T . S . ( MALL AREA 7. All fire protection devices and equipment are to be UL FM 6' ALL THREAD RO ❑P BEAM CLAMP / listed and approved for fire protection. 8. Piping to be in accordance with ASTM A-135 OR A-53. f 9. No butt welding will be allowed on welded piping. ANGLE IRON SIFE� D❑UBLE NUT &-WASHER PER N.F.P.A. #13 -ALL THREAD ROD LENGTH AS NOTED HDR 10. All blind space construction is of noncombustible materials PIPE R I N6._,, Ate` _ = PLOT PLAN � and no sprinklers are required in these areas. o---SPRINKLER PIPE z � SCALE . 1°-50'-D" - 11. Al electrical and alarm work to be provided by others. HANGER NO. 6 , r SCALEi NONE 12. Any material substitutions made from those specified must be the equivalent to that item. ,f 13. Underground piping to be rodded and thrust blocked in SPRINKLER CONTRACTOR SHALL_ r 3'-6" r accordance with N.F.P.A,-#24 as well as any other Standards BEGIN HIS; .WORK 5`-0" .FROM COL - I BUILDING z or local codes that may apply. Start underground o °; - installation at 5'-0" from building as indicated on Sheet FP-1. SYSTEM 3 SYSTEM #2 SYSTEM 1 4" CHECK VALVE LOWER LE LOWER LEVEL LOWER LEkL r` SYSTEM 3 SYSTEMAL 14. Underground piping to be flushed according to N.F.P.A. 124. TO F.D.C. SYSTEM1 LOWER L 1�_� LOWER �O I DN 4X8-0 LOWER LEVEL% I I I o TO .D.C. 6 i ,_ " ,- , 0 20 15. Underground piping to be hydrostatically tested in f ►i 1 0 -1�- 4 n n n 6 --1- X ELEV. X ELEV. I accordance with N.F.P.A. J24, 8-9.3. _ I _ SYSTEM 2 _ ' N \ \ UPPER L L CN \ N .f , I T 16. Flow study results: Static: 62 psi ` = T� � b o I,- Q I b '� i WATER FLOW SWITCH `D 00 o `� o1 SYSTEM #1 `� 1 Residual: 61 psi I ►'� i UO N 4 N FLY CONTROL 00 WATER FLOW SWITCH 00 UPPER LEVEL 10,_p" WATER FLOW SWITCH c� 3 / f Flow: 1503 m .9 coefficient i VA TAMPER SWITCH 6" BUTTERFLY CONTROL Ct ELEV.9P ( ) 7-5 1 ' s 2" MAIN DRAIN VA W/ TAMPER SWITCH �--WATER FLOW SWITCH C BUTTERFLY CONTROL I Flow data from Professional Engineering 6 SYSTEM #1 " VA W TAMPER SWITCH Consultants, Inc. (PEC). 'a UPPER LEVEL SYSTEMS 4 TO F.D.C. / i'oli 5-11 1/2 col UPPER LEVEL - „ " 6" M CHECK VALVE 8" FEBCO�806YD DCDA 13 6 " 6 „ 3-0 » -9* M CHECK VALVE „ t6 IQ W/STANDARD TRIM 17. Successful S rinkler Contractor will be furnished a se is of DOUBLE DECTOR CHEC W STANDARD TRIM 6" M CHECK VALVE Q Q� r AND GRID RELIEF TRIM P P UP 6X26-1 1 /2 BACKFLOW PREVENTOR �, AND GRID RELIEF TRIM AND GRID�REEDF �TRI IN - A Z" MAIN DRAIN the drawings for his use in adding shop markings and cut R)URISERSRLPL 1'-� SYSTEM 3 .� _ �+ �.�-- s" O.S.&Y. VALVE dimensions. Sprinkler Contractor shall maintain "as -built' SEE SHEET FP-6 7 �, ; N 2" R W/ TAMPER SWITCH I 3'-11 1 8" O.S.&Y. VALVE -6" O.S.&Y. VALVE a N 8 drawings and submit some to Architect at the conclusion of s SYSTEM 2 W TAMPER SWITCH W TAMPER SWITCH 6" O.S.&Y. VALVE ,o ' 2_04 i / O / W/ TAMPER SWITCH ,: 38 0 Q ,2 ,o the project. �€ 6'-11 1/2 ° SYSTEM 1 I i ap y g N N AN l! j 18. Every effort has been made in the preparation of these ' " 8 -5 1 2 I drawings to avoid conflicts with other trades and to make PIPE STAND 8" O.S.&Y. VALVE PIPE STAND i W/ TAMPER SWITCH the system fit the building. Successful Sprinkler s 8' UNDERGROUND �� �� „ �� Contractor shall make his own "job check" and make any SPRINKLER RISERSECTION" - _ B SECTION 0 N C I adjustments necessary to coordinate with other trades prior P LAN VIEW ! O „ SCALE; 1/4 " =1'-O" SCALE: 1/4 " =1'-0" to fabrication. No payments will be made for changes SCALE: 1/4 " =1'-O" i required by Contractor's failure to coordinate properly with SECTION A ` conditions on the job site. SCALE: 1/4 " =1' -0" 19. Bidders shall pay particular attention to the drop detail shown on this sheet and acknowledge that his bid is in I accordance with this detail. F 32-0 32-0 32-0 32-0 32-0 32-0 40-0 32-0 32-0 32-0 32-0 32-0 BUILT UP ROOF ON BUILT UP ROOF ON 20. O - denotes hydraulic calculation node points. IGID INSULAT10N ON RIGID INSULATION ON I METAL DECK I I METAL DECK -__ --=� � �, :_- a r :. = -_ ti ;, 1 - - _ a'- -_ s' � i t = ``,. _ ��_ r '+, f = � '=__ _ .t _ _ .,✓ , _ 4 - _ _ _ - f -1 _ _ _ _ _ _ l- ''z. -_ -_ f _ - _ '_ _ _ i `- -_ _ L_ z _� _ � - � � -- _ _ � _ - - - - `�. -� . - _ �:- �.• _.� ,, _ 1 �...: - � - � - - -- '� -- - f - t� _ __, �s _ _ 4 = ,� _ ROOF DECK I ., -` = 4= ELEV. VARIES f I INTERIOR PARTITIONS ..- STEEL COLUMNS --�- INTERIOR PARTITIONS GYP. BOARD ON GYP. BOARD ON METAL STUDS METAL STUDS ( '` FINISH OR f '..r" I STEEL 'BEAMS STEEL BAR JOIST STEEL BAR JOIST STEEL BEAMS CONCRETE FLOOR SLAB CONCRETE FLOOR SLAB FNISH FLOOR ELEV = 00.0 BUILDING CROSS SECTION SCALE : 1 /16 ' 1'-Or i DETAILS ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS DRAWING STATUS KEY PLAN N0. DATE REVISION DESCRIPTION BY, o o Mm PROJECT NAME = CENTERLINE G =GROOVED END. SIZE LOCATION TYPE SYSTEM N0. LOCATION SYMBOLS QUAN. ORIF. TEMP. TYPE FINISH ESC. DATE TYPE REVIEWED BY I �0�j U u�O� U u = ELEVATION T =THREADED END HAZARD NO. OF SPRINKLERS Fire turns us on Op Ant d8M9 5R@o DILLARDS DEPARTMENT STORE TOS =TOP OF STEEL SPACING DENSITY SUBMITTAL DRAWING I Tam a, Florida SEMINOLE TOWN CENTER I Orlando, Florida 813 823'2333 Office Fort Lauderdale, Florida SANFORD, FLORIDA ® 407 831-3414 Office ❑ (813� 820-0333 Fax ❑ Sag 980-0033 Office FABRICATION DRAWING 40 831-5740 Fax - ❑ DRAWN BY: Chris Lorton DATE: November 17, 1994 K FACTOR DESIGN AREA (M305r` 25�-0004 Office `�5; 960-1850 Fax /ALL INSIDE HOSE GPM DISCHARGE ,Jacksonville, Florida (305) 628-22M Fax yy� Palm Beach, Florida ❑ ❑ SPRKS. ON JOB: 2759 SCALE: 1 8" = 1'-0" INSTALLATION DRAWING i (904) 262-6107 Office � Mteibounne, Florida (407) 585-2244 office t OUTSIDE HOSE RESIDUAL PSI AT ( ) ( ) 904 288-7288 Fax 4O7 725-87fl4 Office 407 585-2490 Fax �407; 725-8794 Fox APPROVALS: Local Authorities ENTER RACK GPM CITY CONNECTION AS -BUILT DRAWING CUSTOMER, PROJECT NO. FILE NO. 94275-1 CONTRACT NO. 94275 SHEET NO. 1 OF 9 293-6 1/2 J 32-0 ~ 4 tj 4f 0 -1� i% �- 3 # I 1 - 32-0 •_2 t ` t T I F I I SPRINKLER CONTRACTOR SHALL I �. CO - I I ; BEGIN HIS WORK 5'-0" FROM BUILDING I W.M.A. - F.D.C. f} it I F I I .. .__ F I I f:Gt+7} .-'•-ems �.=T—NT-1 Ti 3 -.•__ ELECTRICAL I `� I AREA ; S I I I + I N 2X0- (26) — _ — — 108— #MI1 # F�< C,4 o :. _ II — V — — — — Y — _ _t► "' cv VESTIBULE F • of oI - I o # 1 o — — — — I — — — — — — o DR 1 Xg_ —N❑-2 — I — (3) RISERS UP TO F co `�' I N a0 r- I --- - t F } --- -- -- -- 1 - -- I N 1 I 1 109 UPPER LEVEL 1 -0" ` I F N 1 33) 00 I I o 1 0 C0 — -- -- — — -1- O — — — — — F I rJ z# ca� co2-0 I N N f '� N a 00 s . = I n 11 .NI N I p p d g z O O N I - - N I - - -- - - - - - «t - of - - O 'I I x ;�1 n c � _ i, 0 g 13'-5 1 r - `- 010— { — C ' 00 0� — — — — — — i s?j - — — -- — i — — - — O — __ el F p I oo I `_ __� 00 00— 00 fy I— II 6'-11 1 • (33)0— — o o — — — — — -- — —o -- O 1 I tr.. I or.-. oyc-- N Go � 00 NCO 0 6 N 00 � W �^ N 1 ^ N I X' 1 N I fr.­, 04 I �� Q C-0 O O 10 =N =v _N =N 001 ao 000 00 �a7 00 ppI 6 Orn 00) ^ 0.'^ �^ I^ �^ �^ o �^ C^ v N. =N =N N �N N 00 Inc) I SN �e I �W Op O O� o ao N =N =N 210-6 1/2 00 XN N �+ orn N I # 1 ��� �— -�— v f v v j v j00 C*4 74 001 =eNi :I10 _ 1 F I 33) �^ — — — — ^— — — — _ _ — — — — _ — — — — — — I — — — — — — — — — — — — _ — — — — I — — — — - — — t �,. i It NOI O=N O OCA O q p 0� i �O^i O 0^0 O 6 =N �V^l O ^ �^ �^ I.. �^ O �^ �O^i -�'^ Iv �'� Orn �^ v I =N 1 v �a7 0a7 N .� 00) i I (33) v7 `� `-' `�' N =v co _� N ►i� �'' N In `� Fn 0D .. 30-0 1/2N =v �=N =.Ni I N =N 1 iN ao =� OC7 N O =N N =N o =N I :� - 4IDII`- --- - ---- - - -- -- _ — 1()=0 -- - 1fit 0- __r_�0-0 - - _� 4=0_ 1 -- 1 Qom? o -0 1 0 -0 10- 10-0 10- 10-0 10-0 1VO— C) 0 0 0 0 1 0 0 1 -0 0 1_ ' / i _r / o �� i O ^ i o o �� o OJ �^ O N �^ X - N I 00 '� N 6I�.-.I I N I P7 0-11 1jN O N=N +Oi M N � �/ 0 a'f 'o +�/ a O �/ o rn ,,y f 7X.. r�^ rfrI r� o rn / I I �+ cy1- �+i !- fn N I + + _� + v + =01 v �+ =ti+01 o N ry+� _�'� iv+'• I �? �� Q� f �� �� �� Q` �� �� =N N OI N I N OI , I O # OI O —; 1_i 00 00 W. cN I N I N cV I N I O - O O O O O I I N Oj , N co N 00 N O 00 00 co Go 00 N I N I cv l I iI Cif"-. _— -.-. .. —. -- — -... —. __..- —. _.... —. —. -- —. —. —. -- -- —. _— -_• -- _- _- —-_ -- -- _._.- —. —._. - .-.....- _._. �_ R� 1 I � I� X ` {,�I II I II tt O 'iD LL e'f :C O ,, O t II - 010- - --�`� - d - _ - __ - �I _ �- __ _ _ - - - _ - I -�`+% - - - - - - of - - o - �` o - f. - o -�` o o - d ao 2_10 CO I — F I � I ! d a0 F I I I - F N OI N of N I N OI O i O 00 '— N i CV I N I N I cy i E O - O O - O O O 00 - oo 00 -- - q p 00 aq N I N I N I I cl4 I N I f -_ - __ - Ei € 00 00 00 ( 00 Op N Op 01 I 1 -� '- I T-Or 5'-T 5'4. # I - _* 1 'V1dr3S f I o q _ I # FTL 00 00in%N t ih c1 O I N I - _ _� 00 r 00 00 _N a0 �` ' I 1- I 00 00 00 � ] (6 # I I III [U-1) 1 C=) O # I N N I CVO I NO CD O O04 N N 1 N I O O Op O O00 00 00 p ! N 00 N 00 11 N a0 N o0 N oI0 N 00 fn 11 I - - - -- - - - - -- Li iI Z F l_— O La. N I 1 i 1 • i-••� i-. f1 � ra I .- F I I d m I N d N N �'� cl��1 — — — — — — — — — X — — — — b 1 o O X I I 00 UT 00 , N00 W - N OO Lp7[- ?r j I N 1 __ — _ I - _ iy _ N I — — — -- — O — s i O O W 4 — Q I � I 00 .. 00 00 Op 00 00 I� Z : Z Z, f F I.— ? I -Fs>• — — N_.—..___ ray__. —. _�_' _ _. — — —. .—. — —.. —. _____ t — — —. — _. ____. — _ —. —. —. jis — — — - — --— — — — � — — — — I '�f .00 E F I N I€(/) NCI �i N I� N IVj N CD I N NOI N IEI !F O O O I O O II OqW a�� W °°W I SYSTEM # 1 # 00 a SYSTEM2 N I N 1 �, 0; 1 �, N I N I cD co I � — —. — _ F — — — — — ____. _ _.. _. I ___. ____. co ao I °° r- 00 00 1 — _ , F III I --- --- --- --- __— —_— — _— — - --- -- 10 • II I � CD II 1 W 1 `c :. r- N p t — 4 —�?r� pl O C> F p l� O �O O /fp 1 - 01O o0 c-s -ice N FF - - O �� o N _¢rc N I N I I= N 1 Xl 1 °O . ao ao ao ., N I +'� 1 # F I I N I l # M I 10 C O� �O _ {' CN o F 1 to@ �! 3 NN 3 13 I 3 = 330 3 p # -6 3-0 6-OEA 5 1 too 8r 51 LI ro%u C O NI I CN ill) ao NII I -I fey CD00 00 I f � 1 j N -- ► — -_ _ -- r r f I I DN 2X1-0 DN 2X1- DN 2X1-0 :. I `" N N 10 `�' - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - I - - -`� ,�- CD -Qx99 c+�1 of - - (32) (32) 1r6UXiLLARY DRAIN 1 ' "'-�4 cT �- DN 1 XO-4 TO 1 LOBE _ 1 ; r_ _ f� j= '�'�' r- I N I N I N 1 N 1 N of of - I VALVE W/ 1 PL �. N F N Oj T- N 1 t I ((38 00 li a�00 VESTIBFUL t r �--- - -NO, 1 zTY ; _ x f I : i FW'21 x44 f +5' i 106 1 N, CIDI I _ — — (32) ¢v - I �80D� 32" (32) f�BDD� 32' 32 rt80D� 32 O '06-e I N I N — -- — — — - — -- — — E — — — — — — — N I — f I — — — 00 — — — 1 — — — — — — — — — — — 0 0 o I (' co I fD❑VIN FR❑M SEC❑N - - - - - - - 00 00E ao 00 co — — '!- 1 I I _ I I 1-0 N ao _1x44 !T oo N00 F I - ,, — �... .......... -6 A.F.F. = 13'-11" ( ) - _ - - - _ _ - _ _ - — __ - - I _ _- — - — I -_Ox9 f i;s — 32 I I Boos 3g' I i j I 132 1 (� N 110 6 2 T — — — — / I E I ►�X ) M � ( ) ^ 11 -, -10 N I N o 00 N 01 I N N OI `ii UP 2X1-0 o UP 2X1- o UP 2X1-0 I I ap 00 N N I I F I I I r iii IL01FFT_:�__F �=F7 M-1—] I I - i 2'- 1 ABBREVIATIONS = CENTERLINE G = GROOVED END SIZE E_ = ELEVATION T = THREADED END TOS = TOP OF STEEL IN-W = INSIDE WALL OUT-W = OUTSIDE WALL TOB = TOP OF BEAM C-C = CENTER TO CENTER MATERIALS LOCATION TYPE SYSTEM NO. HAZARD SPACING K FACTOR INSIDE HOSE OUTSIDE HOSE RACK GPM I I. # I F I I� i I E DESIGN CRITERIA f I FIR1/8ST F L�OR FIRE PROTECTION PLAN - AREA `ASCALE" 'I HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS DRAWING STATUS KEY PLAN LOCATION SYMBOLS QUAN. OR;IF. TEMP. TYPE FINISH ESC. DATE TYPE REVIEWED BY NO. OF SPRINKLERS SUBMITTAL DRAWING DENSITY DESIGN AREA FABRICATION DRAWING GPM DISCHARGE RESIDUAL PSI AT INSTALLATION DRAWING CITY CONNECTION AS -BUILT DRAWING FIRST FLOOR - AREA A N0. DATE REVISION DESCRIPTION vvg Fire tuma us on O o �[�P���3�C�P�9 O�c�o PROJECT NAME DILLARDS DEPARTMENT STORE SEMINOLE TOWN CENTER SANFORD, FLORIDA I] Tam a, Florida ® Orlando, Florida 581 3 823-2333 Office Fort Lauderdale, Florida �407 831-3414 Office M3� 620-0333 Fax 305 960-0033 Office 4073 831-5740 Fax Miami, Florida �305) 960-1650 Fax (305) 625-0004 Office M5) 628-2234 Fax Florida Jadceonvllle, Florida Went Palm Beach, M(904) 262-6107 Office Melboume, Florida (407) 585-2244 Office 4) 268-7268 Fax 407 725-8794 Office M7) 585-2490 Fax 407) 725-8794 Fax DRAWN BY: Chris Lorton DATE: November 17, 1994 SPRKS. ON JOB: 2579 SCALE: 1/8" = 1'-0" APPROVALS: Local Authorities CUSTOMER PROJECT NO. FlLE N D. 94275-2 CONTRACT NO. 94275 SHEET NO. 2 OF 9 �.,. _.�. .�. — , . a , . _.___.,..._.. _ _. �..,...... �.._ .. n ... :� ..,..u., ,rfl . a,� ._... ._ ,,, �,� ,� .4) AiC-41V ® 3 3- 1-0_— — 3-1- 3 I O0.i07-6 - 6-0 ,� I 5 ,� 5- 0DN 1X1-1 Mfi+3X3`S c+ c O a _ O _� _ _ I Ncc O O — OD l .}, cN 1 s v} N i IO I ® I M - __ ___ 14 __ _ -__ _ ___� O O O I N I N OI li N I N N N G N OI N 00 +cc N I N 00 cc N N N N 1 co OGo C-- Z — Z - _--_ --- — _ - - -- - _ _ _ - — — -_ — — �. _ - — — — — ( Z > > > I 0 ® ® ® X t N N N 03 ! co � N _--QVCo �X Dj % O% I —_ __ —__ -- _ _ _ — .� - f _ __ __ _ — _N _ ___ __ —_ _ — _�-__N N __NOI __NI - iU �? ao00 jr W W W W_ Z Z Z F- AL oil E C O N I N Oj N O) I N 1 N N OI ' N 1 �Q ' N O) N( N G N Go C4 N O N I y� i ao -_ --_ -__ ____ _— ___ _ ___ _ - _ ___ ___ __ _ __ - __ __ .�__ _ _ _ __ _ _ _i __ _ __-____ I � I� O p IY21?:44 c:+ _ N I N 00 N O N p I N Y12X1 aD C+'J) N 1 I I 1 M 2 O p N I N OI N I �- N NOI NGo � N I Np N� N NOI N 1 li N I O 11 i 2x.14 _ 4 ao I ep eD � 00 ao Go <+5) 1 I _ N -- _— _ . -_ -- _ _ _ -- _ _ _ - _ _ . — - -. -- _ _ — _ _ — _ _- _ _ _ -_ _ _ h �' O. SYSTEM 1 O I _ �__ ___ ___ __ _ _______ ,___I_ 00 _ _ — 1 —_�,, ___ � __ _____ _ __ X SYSTEM_ 2 ___ X NI C NI Z a0CU CU N a ao O p p N NO) Np NGo � I N I N� N I N 1 N( n1 I N 1 N NO I I - - Go O 00 1 r-d -d 5'-d V 5- �4 -+-- - i 4 t ?rzx I- I — N i 8-0 I N I SWITC14G ROOM 123 1 T� 18x;35 i ) 8-0 --D -Ly N N N a0 — `-� O O T4 0 NO N I N N I 04 NOI N I N 1 N OI NCIO a0 ap O a0 .J _ _ _. _ _ _ _ _ — _ _ _ _ _ _._ _ _ _ _ — 01 — _ 01 .0 00, CD _ 1 47 ' :D O x O OQ -111 _ — - N� U� - — -�`I _ _ _ - _ N _N 1 _ N — 1 -'f s Go DD 3 .♦ e� _♦ Np N �D GoN0 Npl N NgoN O N N - 01 .- 1 _ _ _ _ - _ _ _ �. _ _ — - _ _ _ _ _ _ 1 — _ _ _ K _ _ _ -. _ _ — _ _ — _ _ _ _ _ U _- — _ N v7 '� .4�`� 'i, N '�, OI � I ,� I I 11� o +�i / N 1 1�� N i �N I '�N I '��� N I N ti ti ti ti 'ti' p N v7 N ti o ti ti ti ti+ v7 ti+ ,n ti+ in NN 9 1 1 0 100-0 10f0IN a V01 8- 1 10-0 OI 10-0 �p O 1�0-�0 ® 10-0 10-0 .� p - ® 10-0 10-0 ® 0 1 N ®1 0 ® 1 ® 1 ® -o O/ CCU GA N M p N M G� N o� N M v CGS C ,� p '�/ CONi N — O -- c '0 10__ __ tp N tD pp — N N ( N� N� N� NOI 1 N? NO J _ - - -__ 10 IV-IV-4-B N N _ m — tp ET 0 MULE N I S RULE Oj `x° coco O / O v. co X N w - --_ _-_ --_ _-_ --- --_ __ t� �I 1 9 .� N � p cr ru r. x _�__. I EN _ I NI 120 ao ---------- 1 co " I NI 1 _ —/�---- - - I 00 Xn io___ _ __._ __ _ -- °�� F V I 0 DOS N t 4 �- J 1 ao i POCK X t+.} 6x2. (+5) W16X26 C : 5) DN 1X0-1 Y ;115x2a C+5) ui6x26 �:+5} 1 DN 1�TO 1 0� VA 5� FF') 3 DN 1�TO 1 GLOB '-Or' RAJFF) 1' INSP. TEST 4c ALIX. DRAIN DOWN FROM 2ND LEVEL (SEE S -°- ! t INSPECT 'S y) _ I �42 INNcro s DN 1� TO 1�'° G G�LAS,SVA % 1 � ORIFICE DN I TO 1 SIGHT 0 VA�5 1 2 ORIFICE � TIE ALL LINESSTTOGETHER I I AND RUN BELOW GRADE TO CURB � j FIRST FLOOR FIRE PR❑TECTI❑N PLAN - AREA "T' SCALEi 1/8 NO 1'-08 FIRST FLOOR - AREA D ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS DRAWING STATUS KEY PLAN NO. DATE REVISION DESCRIPTION BY O = CENTERLINE G NO: GROOVED NAME GROOVED END SIZE LOCATION TYPE SYSTEM NO. LOCATION SYMBOLS QUAN. ORIF. TEMP. TYPE FINISH ESC. DATE TYPE REVIEWED BY �llg�u u�Ou tw. us e" u Rm '� 3pff0n1d(@M9 9M. DILLARDS DEPARTMENT STORE L= ELEVATION T = THREADED END HAZARD N0. OF SPRINKLERS SUBMITTAL DRAWING ❑ TwTwc6 RwWa SEMINOLE TOWN CENTER TOS - TOP OF STEEL SPACING DENSITY _ IN-W =INSIDE WALL K FACTOR FABRICATION DRAWING ■ 40 831 3414 Fax �813 B�� � ❑ Fort L9 0-j 03 F� SANFORD, FLORIDA DESIGN AREA (40 831-3414 Fox Ir kml, a ido Fax ( � W 850 (` , j 305 9d0-0033 Offfa OUT-W = OUTSIDE WALL INSIDE HOSE ❑ DRAWN BY: Chris Lorton DAIS: November 17, 1994 305 025-0004 Office 30S 628-2234 Fax ❑ SPRKS. ON JOB: 2759 SCALE: 1/8 1-0 GPM DISCHARGE JocksonvAia Flortdo West Pdm Beach. Flcrido - _ +� TOB - TOP OF BEAM OUTSIDE HOSE �904; 268-7268 Fax 4o 725-8� Otte �40Q 58s-2490 Fax INSTALLATION DRAWING 904 262-6107 Office ❑ Wbouma FWk1a 40 585-2244 OfRce RESIDUAL PSI AT 4p 725-8794 Fax APPROVALS: Local Authorities C-C = CENTER TO CENTER RACK GPM CITY CONNECTION AS -BUILT DRAWING CUSTOMER PROJECT NO. FILE N0. 94275-5 CONTRACT N0. 94275 SHEET N0. 5\_ OF 9 u ■ (A � fA=A _ A� «iz Q Cu M ff�m ri 3 Cu M t 4 (4,3 1 i 43 ABBREVIATIONS MATERIALS (c = CENTERLINE G = GROOVED END SIZE LOCATION L= ELEVATION T - THREADED END TOS a TOP OF STEEL IN-W = INSIDE WALL OUT-W - OUTSIDE WALL TOB = TOP OF BEAM C-C = CENTER TO CENTER TYPE SYSTEM NO. HAZARD SPACING K FACTOR INSIDE HOSE OUTSIDE HOSE RACK GPM DESIGN CRITERIA 394-6 1/2 i r 40-0 40-0. k .-,� AW .... .. tii A 11 , A 1 A� 11 i 1 1 1�1�r7�t1.�ii1 '7 1 1 11 �i l 1 ( n vim 1 t i 1 ( 11 �1 1 1 1 I 1 I 1 1 i I 1 4 go 1 I SECOND FLOOR FIRE PROTECTION PLAN AREA "'A SCALEI 1/8 1'-00 i SECOND FLOOR — AREA A RS DRAWING STATUS FOY@ PROJECT NAME HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLE S KEY PLAN NO. DATE REVISION DESCRIPTION BY �V I � ,�0 LOCATION SYMBOLS QUAN. ORIF. TEMP. TYPE FINISH ESC. DATE TYPE REVIEWED BY Fire tums ue an ftv�ngdsysq UI�C�o DILLARDS DEPARTMENT STORE NO. OF SPRINKLERS SUBMITTAL DRAWING Tam Ftartda SEMINOLE TOWN CENTER ■ �� (8133 823-2333 Office Fort Lauderdale, Florida SANFORD, FLORIDA DENSITY 40 831-3414 Ofllce 813 620-03M Fax (30S) 960-0033 Office FABRICATION DRAWING J40Q 831-5740 Fax Mloml. Forido 305 9WIG50 Fax DRAWN BY: Chris Lorton DATE: November 17, 1994 OO (306) 625-0004 Office DESIGN AREA 0 ,�,onvuK Florida ( ) 6�- Fa'� west Palm Beach, Flaida SPRKS. ON JOB: 2759 SCALE: 1/8' = 1'-0* GPM DISCHARGE INSTALLATION DRAWING (904) 262-61C7 FoxOffiO Meleour25. 8794Flaidr4Q 585-2490 Office 904 26a1-7268 Fax (40» 72S-E794 Office 40 565-2490 Fax APPROVALS: Lxoi Authorities 40 725-8794 Fax RESIDUAL PSI AT AS -BUILT DRAWING CUSTOMER PROJECT NO. FILE N0. 94275-6 CONTRACT N0. 94275 SHEET N0. 6 OF 9 CITY CONNECTION 394-6 112 F i G8 i If 7,1 &12-ili®r. A II 32-0 d C?r 00 Cp N N I N N N I N N I N N cV� — -� 00 Go iiCIO 00 — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — i8 5 — — — i6) — �+18x35 t +2 . j N N I N Ncm N I N G �8 ) ,) N N N ! i — -- --- — -- — --- --- --- --- --- -- --- ---46 — '(7) -- (22) CD co r — X m 10 W d cu �y--- (7 ) 1Z ) _ 22� — 23) _N 4) 1) i —N I N .411 i N �—— Cal DO 4N I 0 N IIf I N I N I N 1 N N I CD 00N00 N N Go 2 ' = --Do --=--= ---=—=--=----=--= —=-- —=------—=---- --=— =--=--=-------ii r f l SECOND FLOOR FIRE PR❑TECTI❑N PLAN - AREA "B -- SCALEi 1/8 1'-08 SECOND FLOOR — AREA B ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS DRAWING STATUS KEY PLAN NO. DATE REVISION DESCRIPTION BY IFIVS PROJECT NAME LOCATION SYMBOLS QUAN. ORIF. TEMP. TYPE ESC. w � b""s u• an O �[�C�o It, CENTERLINE DATE TYPE REVIEWED BY -CENTERLINE G -GROOVED END SIZE LOCATION TYPE SYSTEM N0. e� W0[M[k9(@9 DILLARDS DEPARTMENT STORE IL- ELEVATION T - THREADED END HAZARD NO. OF SPRINKLERS SUBMITTAL DRAWING Tajo, FlorWa SEMINOLE TOWN CENTER - SPACING DENSITY Orlando Florida 5813� B� ❑Fort Lauderdale. Florida SANFORD, FLORIDA 40 831_3410Off« is 82Fax 9�1 50 Fox DRAWN BY: Chris Lorton DATE: November 17, 1994 TOS TOP OF STEEL ( S _ DESIGN AREA FABRICATION DRAWING (�� 831-5740 Fax � Miami. Floridaorldo l IN-W -INSIDE WALL K FACTOR 00 *0 (306) 625-0004 Offtce OUT-W -OUTSIDE WALL INSIDE HOSE GPM DISCHARGE 13 Jowl 62- Florida (�) 6�� 34 Fox J4 Palm Beach. Florida SPRKS. ON JOB: 2759 SCALE: 1/8' = 1'-0' INSTALLATION DRAWING (sao4) 262-726 Fox 0 w.rooum.. 8794 (40Q �-2244 office TOB - TOP OF BEAM OUTSIDE HOSE RESIDUAL PSI AT 904 26e-�z88 Fox 40 726-M4 OfftFox (4o s!>;1-2490 Fox APPROVALS: Local Authorities �40 725-8'TB4 Fax C-C =CENTER TO CENTER RACK GPM CITY CONNECTION AS -BUILT DRAWING CUSTOMER PROJECT NO. FILE NO. 94275-7 CONTRACT NO. 94275 SHEET NM 7 OF 9IL I 1 ABBREVIATIONS = CENTERLINE G = GROOVED END MATERIALS SIZE LOCATION TYPE DESIGN CRITERIA SYSTEM NO. HYDRAULICALLY DESIGNED SYSTEM LOCATION TYPES OF SPRINKLERS SYMBOLS QUAN. ORIF. TEMP. TYPE FINISH ESC. DRAWING STATUS DATE TYPE REVIEWED BY HAZARD SPACING K FACTOR INSIDE HOSE NO. OF SPRINKLERS DENSITY SUBMITTAL DRAWING E= ELEVATION TOS =TOP OF STEEL IC-C T - THREADED END FABRICATION DRAWING DESIGN AREA IN-W =INSIDE WALL GPM DISCHARGE INSTALLATION DRANANG OUT-W =OUTSIDE WALL TOB = TOP OF BEAM OUTSIDE HOSE RESIDUAL PSI AT CITY CONNECTION AS -BUILT DRAWING = CENTER TO CENTER RACK GPM KEY PLAN 1/8 = 1'-Of NO. DATE H] I R FIRE PR❑TECTI❑N PLAN — AREA "Co SECOND FLOOR — AREA C REVISION DESCRIPTION BY�U UFO� PROJECT NAME F~ �» w ftr0n0ft9Sq OW, DILLARDS DEPARTMENT STORE u FIN SEMINOLE TOWN CENTER 0�� FMrMa ❑ ( d23- Offfm ❑ Fat Laidwd" Florida SANFORD. FLORIDA r(� 831-3414 OfBw 81 620-0333 Fax 5305 980-00.33 OMoe SM-5740 Fax ❑ M wnL Florida ` 9W-18W Fax DRAWN BY: %Chris Lorton DATE: November 17. 1994 (305) e2s-0004 OMlos ❑ t%x -onvw Florida 305 62q-n34 Fax ❑ wm* Pdm B000lti Florida SPRKS. ON JOB: 2759 SCALE 1/80 - 1'-0' (f04) 252-6167 Oft* ❑ Mdbmrm. Flaido (407� �-22" OfBoo (if04) 268-7258 Fox (Q 725-5764 OMim lam/) 505-2400 Fax APPROVALS: Loco! Authorities (407) 725-8704 Fax CUSTOMER PROJECT NO. FILE NO. 94275-8 CONTRACT NO. 94275 SHEET NO. 8 OF 9 Iv Lv' r1w P. 4 i IT t DN XO-6 CN1Bx35 c+2 ] __ — — — 1 — �j N N -i' �� 0 ap I Q( ) (24) (24) (� (8) (8) 23) '- I1-1 --- ----- ---------- — -- --- --- -- drt- CD 01 O N N I 11 N 1 N N 414 1 1 N all �' 1 00 00 44- 00 I (24 24y_ (' (22) ( 7) Sj— (8) }# 150AL inh S ZVNW �7 �� X ai ao (24) 24)'� �) ( 6) (8) �` °O °o a`DIC N I 151 I ® — — — — — — — N I N I N I N( N N I N00 1 N 1 I , (3 — — 23) — (22) — (21) P — — —Of Of Of (6) (8) I I (24) 16x26 (+2 3 — — c14 N F— ao ) 20) (4) (6) ( 7) aoob cc 2n AL AM Vw N cc ?- 7-3 3 S SYSTEM # 1 1 N I N N, SYSTEM #2Go 5 -- --- --- ---I (23) — — (21) ( ,-----7�--- (8� ---- --- — --- --- --- �— --- ---- — -- ----- — cr _ --- IN C14 _( .O 00 .. () 22) ( 6) (7) (8) tO .. Fo I a 1` a a40 I a N N I N 1 N I N 0O N I N ICpj N I ____ __{{ �o --- — — --- ----- ------ Go — -- --- --- --- (24) I 7) ---i8i -- B-Z— . ( (24) 23) ----- --- — — ® -- ® -- ® — /40 I I ` X1 f 16x26 <+2 i _ — — N N _ s 00 00 (24) 40 (24) (23) (8) (8) ( ) I IcV cV N 04 O O C O 00 ON 1 CN '- N oc 1 C C 2N00 Z Z Z Z Z -� Z -- Z -- me ---? --I-- Z -- Z --- Z -- Z -- — -- •--- — Z --- �. v ..� O ® M_ ® D n N N N X W �' I -_ 2 RS -01 - 7. - 00 W 00 W .-, -+ y,l W W 00 RI W W I 00(24). 24) (�) ( 6) ( 8) (8) > > = i z _ _ � :3 Sl2 �3 > > _ I - so 0 N 0 � � � N N - � to N -) 1 �N iN O �N 1 N WN I I- --- -- ( --- —7--- 8 — = ---- --- ---- ---00 -- --- --- --- ---- - -- -- -- --4-— -- --- — --- 24 2i 5 ) ( ) I ( ) (23) (22) p ( ) �116x.26 (+2 2 ) 1� _ (7) NCD N 30 1 IRANE�C40 NNE C40 I a -�a --- -- --- i 1��1�:�11111�`I ���.`,L> 11 ' 1 11 Ir 1 -tl 1 • 1 11 1 • " - - 11 11 11 11 U 11 n n rr1 " FIR 1 n. • �.f �� i�s=;� � 11 �•-err - _ �r .1/ a 11 �• u � n u ' � LS © ■ , �� __!.— - — — , � 11 a n' u u — n u n u 104 P C14 T' gg X NOR �E L #z I��I� w:,� L� >t>•IE �>•II >•>I_ tilt- >il•»_� - I.1•r WON MIEN�I•r:�l•�"f3wWON 010111 �ll•1•�i•����>��-il•.r�i•��a��}rt•>.�I•s:-r�tFlia�t;;�N�l•1►Igg Mon�a�:a_�I• SECOND FLOOR FIRE PROTECTION PLAN - AREA "D" ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS DRAWING STATUS (t = CENTERLINE G = GROOVED END SIZE LOCATION TYPE SYSTEM NO. LOCATION SYMBOLS QUAN. ORIF. TEMP. TYPE FINISH ESC. DATE TYPE REVIEWED BY IL- ELEVATION T - THREADED END HAZARD NO. OF SPRINKLERS SUBMITTAL DRAWING TOS = TOP OF STEEL SPACING DENSITY FABRICATION DRAWING IN-W = INSIDE WALL K FACTOR DESIGN AREA OUT-W = OUTSIDE WALL INSIDE HOSE GPM DISCHARGE INSTALLATION DRAWING TOB - TOP OF BEAM OUTSIDE HOSE RESIDUAL PSI AT CITY CONNECTIONMENOMONIE AS -BUILT DRAWING C-C = CENTER TO CENTER RACK GPM KEY PLAN SECOND FLOOR — AREA D NO. DATE REVISION DESCRIPTION BY %Mu) RnWn Re PROJECT NAME Ms toms us asftW0nk9(@ffaq OW, DILLARDS DEPARTMENT STORE T°!w°. Florida SEMINOL.E TOWN CENTER Orlando. Florida S8i�1 6�� Office Fort Lauderdale, Florida SANFORD, FLORIDA J40 831-3414 Off es 1813) 620-0333 Fax 960-0033 Office 4Q 831-5740 Fax 1r0amL Florida �305 960-1650 Fax DRAWN BY- Chris Lorton DATE November 17, 1994 (305) 625-•0004 Oiftce Jacksonville, Florida ( ) 6211-2234 Fax West Palm Beach. Florida SPRKS. ON JOB: 2759 SCALE: 1/8' = 1'-0' (904) 262-6107 Office Melboume, Florida (40 585-2244 Office 904 268-7W8 Fax (407) 725-8794 OfRee (40 50-2490 Fax 725-8794 Fax APPROVALS: local Authorities (� CUSTOMER PROJECT NO. I FILE NO. 94275-9 CONTRACT NO. 94275 SHEET NO. 9 OF 9