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231 Towne Center Blvd - 96-000546 (1996) (GATEWAY PLAZA) (RETAIL B) (FIRE) (A)ZONE — CONTRACTOR I - x k J VN --.- ADDRESS �-A,MQ�nk i C-)I� I o- C,,U3 PHONE# LOCATION 0 JA OWNER ADDRESS (Cln �L,VyAjyv_a PHONE# C7j PLUMBING CONTRACTOR ct r ct(o ADDRESS PHONE# 451 `-NE'ECTRICAL CONTRACTOR L ADDRESS u PHONE# MECHANICAL CONTRACTOR t ��l J �v �L- �y C. ADDRESS PHONE# MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS ARCH ITECTURA L APPROVAL DATE: DATE G -TE Pl SUBDIVISION: c 6 # ? (n - 1 q 6,-� PERMIT LOT NO. JOB F10cf BLOCK: e)CA SECTION: COST $ (0-0 0 SQUARE FEET: FEE $ MODEL: STATE NO. Cc-� o / lo -7 OCCUPANCY CLASS: FEE FEE b" 0 FEE FEE ENERGY SECT. 9�/- I q(1) — /c(7 I f 4(, - / (-t -? CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE DATE: . ERI: lfi(v77 im ROAD i (� 0 EAtp T. \ Ism �---——--\•� 0.23 ac / 10 O Y ------- ( a13Ar- S 94 �Bs` , A 7y ,� \ ` 7,500 9f � *%r 036 Ac \ r- � / � \ . , ' HOMEPLACE 43 46= of 54 �l Flor! ILa� ,'' 10 / 60ps 1 l 1 � I 94 I 32 ,o , Parcel 8 I: tbAaCres I I PARCEL. 'T I I oaT>e� ! � sSF { I moo S.F. I ono I { OM Aar° TOWNE CENTER BLVD. NORTH MALL ENTRANCE ROAD MAN MALL ENTRANCE ROAD NORTHBOUND OFF-RAW�'> ' PRELIMINARY SITE PLAT • w 1y -` i •- IY .: �1 i I • w 1y -` •• 9C LL. O 12-08-94 CO U) JJ U. 02-26-95 CL oC) Q� 08-01-.94 Co CKD BY o4p . .._ OUT -.E W3:� • ••. OUT -.c i :: too Z Q <( TOTAL DEVELOPMENT' 3124 282.738 i - H Q VJ R"S110NS PROD. NO. 04-17-95 08-11-94 05-02-95 08-27-94 � Q LL. O 12-08-94 CO U) JJ U. 02-26-95 CL oC) Q� 08-01-.94 Co CKD BY o4p � W3:� w F- Z Q <( VJ R"S110NS PROD. NO. 04-17-95 08-11-94 05-02-95 08-27-94 SET NO. 10-11-94 10-12-94 ^ C3 12-08-94 02-21-95 02-26-95 04-07-95, OF DATE ,..' 08-01-.94 OWN BY CKD BY o4p U �9 ON C�KT�R 6-D OFFS t GO ! ' Q. t� --t11�/7. ! n r,AA� 0—�jp r ZA IYI%I Z: FROM SYSTEM E I 1 1' AGFMODEL NO.1011 { TEST AN DRAIN VALVE SMOOTH E30FRE 1'51GHT GL.A55� CORROSION RESISTANT OUTLET GIVING FLOW ' 1I==IVALENT TO ONE i SPRINKLEF: i SYSTEM TEST CONNECTION �t- 87F-ELr3J '-j-0 O,AJ T�=P I f3 e"3 o. -71.,- N -71r- N 1 SI Y DIAPOTTER ELECT. 120 VOLT A.C. PB SERIES ELECTRIC ALARM SELL (INSTALLED BY ELECTrONT> EXTERIOR WALL TILT WALL PANZE POINT OF C.J :=C;TION 8'X6'1"iJ. 5Y S� ,S, ` 6'DCDA ASS-�T1BLY WITH =DUC=R 6' 1=LCs. OStY CzATE YALYES �6T1J�zA% V'4'Y` AND TAMPER 5WITCHE5 (6' WATTS lo9,=AOSYRW 4, �2-1� x1- /2X4'SIAMESE CONN-CTION �4 'W1�R CHECK VALVE &'FL.W. ALL b �6X4X6FL:3.TEE � 6'5ACK LOW - PR =Y=NTER DETAIL A D D N W Z D z x z z Cr- w m � Q :2 z V) METAL JOISTS N N 0 0 u- u N 3/8' SAMMY SCREW N i7 i I 0 0 I i 3/8"Ail. THREAD R00 ' I ADJUSTIBLC " HANGER RING i Y, TYPICAL METAL JOIST AND TRUSS HANGER DETAIL ELEV. 1418' Air ER ELs.CTNO.V5R-T TYPE WATER FLOW SWITCH THIS VALVE TO BE USED 5Y5TEM CONTROL VALVE 2 NIBCO NO.T-301-W _ BRONZE THR=ADED AxLSL.E VALY SECTION A -A eE-1V7-RAL REC E'55E,D t—: NFR DEYr 611ROM E Y NST — .o, &4 OR/F-/(2E r�,s6 U _ - A ,Bf�ASS L�ta� y2~ oi4/FiCE /�,5- O/V I�'/SER NiP?455 /41 Czyf /,t- /7: �-- G/A/1,Z7 NT -T _ fz ORIF -ICE I STEEL i BEAM k D. OR BAR JOISTS UNIVERSAL BEAM CLAMP ,70 ptz/rc,,CC= —3zf /v PT 3/8 -ALL THFLAD ROD _ ADJUSTIBLE HANGER RING TYPICAL TOP BEAM HANGER DETAIL KPAINInT NAV✓ 1) INSTALLATION IN ACCORDANC(_ WITH NFPA 13 11934 EDITION),STANDA11,1D PIKft CODp-9 I � LOCAL AND STATE AUTHORITIES ` 2) ALL MATERIALS TO BE U.LLISTED i.. $ . I 3) 5PRINKU- , MAINS 2 1/2' AND LARSER TO BE BLACK STEEL SCNEDUL1(f) Ag1`M S A135 JOIN -LD BY ROLLED GROOVED HETI-IDI. USING G000vEb 1-11TIN6g 4 tdIUIISLIM6 f _ 4) BRANCH LINE PIPING 2' AND SMALLER TO BE ALLIED XL=Ai-15 s STEEL PIPE WITH THREADED OUTLET FITTING$. 5) 0 INDICATES HYDRAULIC REFERENCE POINTS. ' 6) pnF Y =SPRINKLER PIPING CENTI=R LINT= EL1=vATION ABOvI; FLOom 7) HANGERS To LE SIZED AND SPACED ii`1 AccO>;ZDANcE WITH 'J. ; 2-6,1994 EDITION 3) UNDERGROUND PIPE TO BE PRESSURE GLASS mo DUCTILE IF�oN , ANSI A2151 WITH TYTON JOINTS UNDER BUILDING TO 5'0*OUT ,b) CHANGES IN DIRECTION Cr- UNDER GROUND PIPt TO 13E MADE Fel' Uk 6PJ' MECHANICALJOINT FITTINGS. \ I 10) THRUST RESTRAINTS TO BE PROVIDED AT ALL TURNS AND I=NDA cel'- UNt)tPeAF2C)l.Mt� MAINS PER NEPA-24(1994 EDITION) 1 II) FLUSHING AND TESTING OF UNDERGROUrID PIrINC•s TO Bt! rEPzr-OF�t 1Eb AA PI='P } 1 A-14 12) UNDEP.GROUND PIPING TO HAVE A MINIMUM OF 30' LnUKRY DEPTH. ' 13) UNDERGROUND PIPING TO -BE RODDED WHERE UNDER=? 1OOTIN6S AND ALL VtKtle"AL P'I6n0.` 04 KT j SPRINKLERS PROJECT. /-Z1�� � /�./Cs�1'..�� Y �I��r�-•.-..� ___._......._ h SYMBOL TYPE SPRINKLER TEMP. OUAN.�Tf'�' lCE rA) L, CONTRACT WITH BLDG. j STORY SYSTEM NO. I7 �TATrC TOTAL — L- DRAWN BY DATE SCALE J �zF- yj= rte /_�'o Southeast Fire Sprinklers, Inc. I 1-50(.) / lOw CHECKED I!Y DATE INS. Automatic fire Protection Contractor CONT. NO. DWO. NO. FILE P.O. Box 526100 0 Longwoodl, FL 32752 a Phone (407) 331.7464 ' j TO 2-1/2 X 2-1/2 X 4' E KHART NO.II CA5T BRASS SI1�1 >rSE C01SIN:CTION ( FAR 51DE ) r SECTION A -A eE-1V7-RAL REC E'55E,D t—: NFR DEYr 611ROM E Y NST — .o, &4 OR/F-/(2E r�,s6 U _ - A ,Bf�ASS L�ta� y2~ oi4/FiCE /�,5- O/V I�'/SER NiP?455 /41 Czyf /,t- /7: �-- G/A/1,Z7 NT -T _ fz ORIF -ICE I STEEL i BEAM k D. OR BAR JOISTS UNIVERSAL BEAM CLAMP ,70 ptz/rc,,CC= —3zf /v PT 3/8 -ALL THFLAD ROD _ ADJUSTIBLE HANGER RING TYPICAL TOP BEAM HANGER DETAIL KPAINInT NAV✓ 1) INSTALLATION IN ACCORDANC(_ WITH NFPA 13 11934 EDITION),STANDA11,1D PIKft CODp-9 I � LOCAL AND STATE AUTHORITIES ` 2) ALL MATERIALS TO BE U.LLISTED i.. $ . I 3) 5PRINKU- , MAINS 2 1/2' AND LARSER TO BE BLACK STEEL SCNEDUL1(f) Ag1`M S A135 JOIN -LD BY ROLLED GROOVED HETI-IDI. USING G000vEb 1-11TIN6g 4 tdIUIISLIM6 f _ 4) BRANCH LINE PIPING 2' AND SMALLER TO BE ALLIED XL=Ai-15 s STEEL PIPE WITH THREADED OUTLET FITTING$. 5) 0 INDICATES HYDRAULIC REFERENCE POINTS. ' 6) pnF Y =SPRINKLER PIPING CENTI=R LINT= EL1=vATION ABOvI; FLOom 7) HANGERS To LE SIZED AND SPACED ii`1 AccO>;ZDANcE WITH 'J. ; 2-6,1994 EDITION 3) UNDERGROUND PIPE TO BE PRESSURE GLASS mo DUCTILE IF�oN , ANSI A2151 WITH TYTON JOINTS UNDER BUILDING TO 5'0*OUT ,b) CHANGES IN DIRECTION Cr- UNDER GROUND PIPt TO 13E MADE Fel' Uk 6PJ' MECHANICALJOINT FITTINGS. \ I 10) THRUST RESTRAINTS TO BE PROVIDED AT ALL TURNS AND I=NDA cel'- UNt)tPeAF2C)l.Mt� MAINS PER NEPA-24(1994 EDITION) 1 II) FLUSHING AND TESTING OF UNDERGROUrID PIrINC•s TO Bt! rEPzr-OF�t 1Eb AA PI='P } 1 A-14 12) UNDEP.GROUND PIPING TO HAVE A MINIMUM OF 30' LnUKRY DEPTH. ' 13) UNDERGROUND PIPING TO -BE RODDED WHERE UNDER=? 1OOTIN6S AND ALL VtKtle"AL P'I6n0.` 04 KT j SPRINKLERS PROJECT. /-Z1�� � /�./Cs�1'..�� Y �I��r�-•.-..� ___._......._ h SYMBOL TYPE SPRINKLER TEMP. OUAN.�Tf'�' lCE rA) L, CONTRACT WITH BLDG. j STORY SYSTEM NO. I7 �TATrC TOTAL — L- DRAWN BY DATE SCALE J �zF- yj= rte /_�'o Southeast Fire Sprinklers, Inc. I 1-50(.) / lOw CHECKED I!Y DATE INS. Automatic fire Protection Contractor CONT. NO. DWO. NO. FILE P.O. Box 526100 0 Longwoodl, FL 32752 a Phone (407) 331.7464 ' j