Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
268 Towne Center Cir - 95-002071 (AEROPOSTALE) (INTERIOR BUILDOUT) (A)
ZONE ' `J DATE CONTRACTOR ADDRESS PHONE # LOCATION dQZU`k-�-- loo( l., OWNER 0 5�?an�9l.L ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS a� PHONE # _ -� MECHANICAL CONTRACTOR��"���� ADDRESS PHONE# MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (�_) FINISHED FLOOR ELEVATION REQUIREMENTS () ARCHITECTURAL APPROVAL DATE: PERMIT # Q6 J 7� JOB COST $ '701 UT V CrL� do FEE $��� STATE NO FEE $ c-) Y�? U7-) FEE $`� y l FEE $ SUBDIVISION -)--y(aL6 LOT NO. BLOCK: SECTION: SQUARE FEET: — MODEL: OCCUPANCY CLASS: INSPECTIONS I TYPE DATE OK REJECT BY FEE $ r ENERGY SECT. y____ //,fc-4 1 "I EPI: CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE / �'� �) ,_ 1c� GI I q - HANGER #1 HANGER- _'#" 77' STEEL Oi TOP BEAM CLAMP TOGGLE FUL mom way WING NU � METAL LATHE & PLASTER AU-7110CAD (tOD si PIPC TD ♦• 1. -TREAD ROD CH`GTIIS VARY) NUT & WASH. -> WE ROD TO GE usr<D FOIL e• « e• aA PIPE W/ ROD ESCH. ALL -THREAD ROD y RDD TD BE USED r W U (LENGTHS VARY) WPMM Mf BANGER RING CONCRETE FLOOR NAN(`.FR RLN[: OI I Di Q19 0 1 b - - _- _0 I : N Q C; L� C-� TO 23 QJA I C C j x 7 U l� TO f�ED �k UI 3.-..`k _ .....,_- fN_--K�C� _CIN. fel _ I .N .. fv •i �. I' _ - , _..4.�.--__-_. _..fin ----- ...►a; ' _ , _ . I 19-1 Q I i'IN ;, q - 11' STEEL D.J. \_17' 77' STEEL Oi I Di Q19 0 1 b - - _- _0 I : N Q C; L� C-� TO 23 QJA I C C j x 7 U l� TO f�ED �k UI 3.-..`k _ .....,_- fN_--K�C� _CIN. fel _ I .N .. fv •i �. I' _ - , _..4.�.--__-_. _..fin ----- ...►a; ' _ , _ . I 19-1 Q I i'IN ;, BUILDING SECTION N.T.S. DNOT F_5 w W/ N1 F F'/� ..I 5 ::.� L. O.CAl� CUD 5. _ _ r~o ( :. .f� f`1 ;t HSC MAX_'f ::.. i`1Ek`C AI�I.TIL OCCUI?A.N.cy M_.- HD.- _`�F-'AC1 NCS . . � . '- CALit. FQ� r� ep5EcTl V ,- ► :._. _.. y T r P, Ij i I A _ FOP, sA� C c �y•, . - I t. . ---" UG HANC,E►, f�IN S Z Tom' VIG I C y %=�Z�1�,m � . � .._._._:... -� `� , ....... F.��.-i� K, FI TI"i r� C-�5 C1J.�►x � T� tj[: (.)SCD. LOCATtA 6Y - lye I�� - :I L I-- am—r--._. � I � � �; .z. T osl �' " hl' '• � 1 R �__._ FROTICTON FLAN _.. , I ---- FLQ�.1 �i"E.ST_ .DATA — )F - co y ob-FTATIC — 6D PSI0IPM O 61 z CABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEMTYPES OF SPRINKLERS DRAWING STATUS NO, DATE REVISION DESCRIPTION BY o 0CENTERLINE G - GROOVED END SIZE LOCATION TYPE SYSTEM NO, _ J _.0 - PRbJECT NAME ILOCATION_.__._._ 5A4: ArA : SYMBOLS gUAN, SIZE TEMP. TYPE FINISH ESC. DATE TYPE REVIEWED BY :7zv. ___KSI-�ASEb� PE�M1 F - 117Fest turns us on Q:A�.�DI 0,5TAt_EELEVATION T D -"_ -��cN �p y „ a ��-G� :... _.::...... _. _- C �����@Q� �� lap THREA ED END I--Lz BK�-If,IL_� rHAZARD 0 ?GPXC N0, OF SPRINKLERS I� 30 Z zIZ ss�f PA S 9 266 O CQ -T" WN CTP• CISUBMITTAL DRAWING ,TOS TOP OF STEEL ---I,.c TCE(.- I Tampa, Florida N �SPACING �?a0 MAx DENSITY , 20 .© z 155 CHI N s�Mr- l: c. SAN FO� �FL_. ® Orlando, Florida (813) 623 2333 Office Fort Lauderdale, Florida IN -W- . INSIDE WALL C SSI su1 �o3l H ►tel K FACTOR 5. cO 5dp DESIGN AREA � FABRICATION DR W (407)831-3414 Office (813) 620-0333 Fax (305) 960-0033 Office M CiL !<...- _.. _... .. .ZA LNG (407) 831 5740 Fax Miaml, Florida (305) 960-1650 Fax — rR (305) 888-2402 OfficeQRAWN sY: Nj DATE:.. -TU L_..`( .I`a:_ 1�1X15OUT W OUTSIDE WALL INSIDE HOSE 250 I-1~�GUSUNGPMDISCMARGE�.2,3 :: Jacksonville, Florida (305) 888 3804 Fax West Palm Beach, FloridaINSTALLATION DRAWING 904 262-6107 Office 407 585-2244 Office SPRKS. ON JOB 35 SCALE. y4-��TOB =TOP OF BEAM ( ) � Melbourne, Flonda ( ) .-.- OUTSIDE HOSE DRESIDUALPSI_ AT5(-45.x(904) 268-7268 Fax (407) 725 8794 Office (407) 585.2490 Fax PPROVA S .-_(407) 255-9408 Fax AL G.�. ► Y U(= SANFDRl�%,,- N/__ C-CaCENTER TO CENTER RACK GPM CIT N!\1 AS -BUILT DRAWING PROJECT N0. FILE N0. CONTRACT N0, 27� (� - 5 SHEEP NO. CUSTOMER r 11' STEEL D.J. \_17' 77' STEEL £N NEB GIRDER r W U CONCRETE FLOOR BUILDING SECTION N.T.S. DNOT F_5 w W/ N1 F F'/� ..I 5 ::.� L. O.CAl� CUD 5. _ _ r~o ( :. .f� f`1 ;t HSC MAX_'f ::.. i`1Ek`C AI�I.TIL OCCUI?A.N.cy M_.- HD.- _`�F-'AC1 NCS . . � . '- CALit. FQ� r� ep5EcTl V ,- ► :._. _.. y T r P, Ij i I A _ FOP, sA� C c �y•, . - I t. . ---" UG HANC,E►, f�IN S Z Tom' VIG I C y %=�Z�1�,m � . � .._._._:... -� `� , ....... F.��.-i� K, FI TI"i r� C-�5 C1J.�►x � T� tj[: (.)SCD. LOCATtA 6Y - lye I�� - :I L I-- am—r--._. � I � � �; .z. T osl �' " hl' '• � 1 R �__._ FROTICTON FLAN _.. , I ---- FLQ�.1 �i"E.ST_ .DATA — )F - co y ob-FTATIC — 6D PSI0IPM O 61 z CABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEMTYPES OF SPRINKLERS DRAWING STATUS NO, DATE REVISION DESCRIPTION BY o 0CENTERLINE G - GROOVED END SIZE LOCATION TYPE SYSTEM NO, _ J _.0 - PRbJECT NAME ILOCATION_.__._._ 5A4: ArA : SYMBOLS gUAN, SIZE TEMP. TYPE FINISH ESC. DATE TYPE REVIEWED BY :7zv. ___KSI-�ASEb� PE�M1 F - 117Fest turns us on Q:A�.�DI 0,5TAt_EELEVATION T D -"_ -��cN �p y „ a ��-G� :... _.::...... _. _- C �����@Q� �� lap THREA ED END I--Lz BK�-If,IL_� rHAZARD 0 ?GPXC N0, OF SPRINKLERS I� 30 Z zIZ ss�f PA S 9 266 O CQ -T" WN CTP• CISUBMITTAL DRAWING ,TOS TOP OF STEEL ---I,.c TCE(.- I Tampa, Florida N �SPACING �?a0 MAx DENSITY , 20 .© z 155 CHI N s�Mr- l: c. SAN FO� �FL_. ® Orlando, Florida (813) 623 2333 Office Fort Lauderdale, Florida IN -W- . INSIDE WALL C SSI su1 �o3l H ►tel K FACTOR 5. cO 5dp DESIGN AREA � FABRICATION DR W (407)831-3414 Office (813) 620-0333 Fax (305) 960-0033 Office M CiL !<...- _.. _... .. .ZA LNG (407) 831 5740 Fax Miaml, Florida (305) 960-1650 Fax — rR (305) 888-2402 OfficeQRAWN sY: Nj DATE:.. -TU L_..`( .I`a:_ 1�1X15OUT W OUTSIDE WALL INSIDE HOSE 250 I-1~�GUSUNGPMDISCMARGE�.2,3 :: Jacksonville, Florida (305) 888 3804 Fax West Palm Beach, FloridaINSTALLATION DRAWING 904 262-6107 Office 407 585-2244 Office SPRKS. ON JOB 35 SCALE. y4-��TOB =TOP OF BEAM ( ) � Melbourne, Flonda ( ) .-.- OUTSIDE HOSE DRESIDUALPSI_ AT5(-45.x(904) 268-7268 Fax (407) 725 8794 Office (407) 585.2490 Fax PPROVA S .-_(407) 255-9408 Fax AL G.�. ► Y U(= SANFDRl�%,,- N/__ C-CaCENTER TO CENTER RACK GPM CIT N!\1 AS -BUILT DRAWING PROJECT N0. FILE N0. CONTRACT N0, 27� (� - 5 SHEEP NO. CUSTOMER r