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150 Towne Center Cir - 95-002143 (1995) (NINE WEST) (FIRE) (A)G2,e. — %'JCo� ZONE DATE CONTRACTOR �� illw ADDRESS n PHONE # LOCATION / ;/'�✓1 �l�-�'�� � �'�`� `� OWNER�%� D ---r ADDRESS PHONE #� PLUMBING CONTRACTORt'l��fl/X.4 ADDRESS PHONE # ✓ �l ()(/ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (J�) FINISHED FLOOR ELEVATION REQUIREMENTS �) ARCH I jECTURAL APPROVAL DATE: oo&t1 SUBDIVISION: PERMIT # 5(S- S " c,�?/ (-8 LOT NO. JOB - �, Je-) kI- ( .%rv, i;n BLOCK: SECTION: COST $ �j �l SQUARE FEET: FEE $ �� iJ� MODEL: STATE NO. OCCUPANCY CLASS. (- rmm FEE FEE $� FEE $" INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. Zdlclt,�I,P-h e - CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE �I C q 5 Vb►b -I' APER I ry T � ti•- II'j I I IV ' I � T.I 5— .4 X, ., r f'67o i �s3. 1�1 19AP_ I ,z I is z I ti 1 I -it IC29 ; !4 �T3e I I-9 �� - -A -,I--- [ .._•_ __•_. —. _ ._;.—� I - ._._._• I l � c .._ I -. s -r K ROD 1- J IC - t _ �r o— r s 1 , r \I- L�i I !Z-o� 4" / I 4 zN 0 y/ 'rv, `� -- I- -2- _�L 1 G d,L z. , (•''l- I i^.ti 4 I I _ i , f_ GL —.. - I� � _ • , G r � S +,L N~ i cG I N!(•Za il' 17f !?53 1lo I ' u I" !'Z "'Il') �1 i !-$% i 4 I' 8FI 1 o rg� v� i I lr�z I + i Z I �A 0'j ' ol.- -L - - 1 ' 1 �' - i (P LU An �J `\0, Vv i �3I ti J I-V ZJ' T0S ,N c h: - I N hN ' x c> L p. I^ U h j I 41 17 1 W/_.�I ��•...�r1..6._i I�,WC,, / 0 7n -r, �- ECTO P�Eo7 ROT MOP•t=1. CHrOMF v cit— FLON TEST E!7 -- STf\Ti C — G10 PIsl 2- PG DEEP SSP YPES OF SPRINKLERS DRAWING STATUS NO, DATE REVISION DESCRIPTION . o i 1 /b HANGER. # 1 - STEEL uraE 11" TOP BEAM CLAN ALL -THREAD ROD SIZES ALL—THREAD RO fOR PIPE TO 4- (LENGTHS VARY iti• R00 TO BE USED FOR 6' At 8• DIA PIPE H' R, TO BE USED HANGER RING 'r. C L r V. , i 1r STEEL •.J. 1Y STEEL 11-11 64 Kµ CONCRETE FLOOR BUILDING, SECTION N.TA. s 12'- 01, CtG DESIGN NOTES I. DESIC;N INSTA1. LATION TO CONFORM1�(/�11.1 �? A. �� )Z) E LOCAL 60DE5 OR AN ORD, HAS.. G,-',• 'R„ MFRCMAN7UE OCCUPANC 1 W1 I30 0 MAX. WD,� ��AE I NC77. 2,5 Y6, 15 CALCU Lfflr-�? BAC X Ifo F-7rF `C7-1VC- -Pr Al- T�, r-; R 3, SYS' TO 60 7— DIY ONCE A WA, (CON'rACT UPF-R-) -Lia VIC, FIRELOCK -COUPS, i F'1TT_1N6u-5 TO 8E USED. i ya„. UK'IFICE MoP-F"1 GH�oM�: • SEMI - /CEG• 5sP' o , K="7,(1Z- LDIAEK LEVEL BY o Reis PROJECT NAME MPF u NINE �1EST @0 SEMINOI�' TOWN CTR. F..R :LM 11, u. on �pPO�( 0���9 O�Co I a�5 OREGON A\/E. 51-'Ai- B -8A ❑ Tampa, Florida S A N F"O R D Fl-, IM Orlando, Florida (813) 623.2333 Office ❑ Fort Lauderdale, Florida (407).831-3414 Offlce (813) 620.0333 Fax (305) 960.0033 Office (407) 831-5740 Fax ❑ Miami, Florida (305) 960-1650 Fax DRAWN BY: M. FEKGUSON DATE: TUB `r' 26 , Iu95 (305) 888-2402 Office ❑ Jacksonville, Florida (305) 888.3804 Fax ❑ West Palm Beach, Florida SPRKS. ON JOB: 2 C7 SCALE: '/,I ly ! =0 (904) 262-6107 Office ❑ Melbourne, Florida (407) 585-2244 Office (904) 268-7268 Fax (407) 725.8794 Office (407) 585.2490 Fax APPROVALS: CIT`( O F 5 / NNt ro F-1 D (407) 255.9408 Fax CUSTOMER PROJECT N0. I FILE NO. CONTRACT N0, 2"IZ`I D - j SHEET NO. -.1--- OF _.� _ MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM T ABBREVIATIONS � LOCATION ALL SYMBOLS DUAN, SIZE TEMP, TYPE FINISH ESC. DATE TYPE REVIEWED BY G 7 27-%5 RELEA56D Fv►� PEreYI)1T L • CENTERLINE G = GROOVED END SIZE LOCATION TYPE SYSTEM NO, Z0 I 9 z L n 1�5 Kw-- r CNwME 2 (�Gf ELEVATION T THREADED END i [ �'• LINES brF'Oi� g HAZARD 01�`P. G�' V_ NO. OF SPRINKLERS ... SJ/' SUBMITTAL DRAWING Le 7_11z- MAI scHLIQ SPACIING 1300l�1q� DENSITY •zQ II CHROME 1'qS a Tom' 13F STEEL FABRICATION DRAWING K FACTOR �•�Z DESIGN AREA ALL IN -W a INSIDE WALL INSIDE HOSE zs0 GPM AISCHARGE 67q.34 INSTALLATION DRAWING pU'l-W w OUTSIDE WALL OUTSIDE HOSE 0 RESIDUAL PSI AT TOO * TOP OF BEAM AS -BUILT DRAWING C -C • CENTER TO CENTER RACK GPM i 1 /b HANGER. # 1 - STEEL uraE 11" TOP BEAM CLAN ALL -THREAD ROD SIZES ALL—THREAD RO fOR PIPE TO 4- (LENGTHS VARY iti• R00 TO BE USED FOR 6' At 8• DIA PIPE H' R, TO BE USED HANGER RING 'r. C L r V. , i 1r STEEL •.J. 1Y STEEL 11-11 64 Kµ CONCRETE FLOOR BUILDING, SECTION N.TA. s 12'- 01, CtG DESIGN NOTES I. DESIC;N INSTA1. LATION TO CONFORM1�(/�11.1 �? A. �� )Z) E LOCAL 60DE5 OR AN ORD, HAS.. G,-',• 'R„ MFRCMAN7UE OCCUPANC 1 W1 I30 0 MAX. WD,� ��AE I NC77. 2,5 Y6, 15 CALCU Lfflr-�? BAC X Ifo F-7rF `C7-1VC- -Pr Al- T�, r-; R 3, SYS' TO 60 7— DIY ONCE A WA, (CON'rACT UPF-R-) -Lia VIC, FIRELOCK -COUPS, i F'1TT_1N6u-5 TO 8E USED. i ya„. UK'IFICE MoP-F"1 GH�oM�: • SEMI - /CEG• 5sP' o , K="7,(1Z- LDIAEK LEVEL BY o Reis PROJECT NAME MPF u NINE �1EST @0 SEMINOI�' TOWN CTR. F..R :LM 11, u. on �pPO�( 0���9 O�Co I a�5 OREGON A\/E. 51-'Ai- B -8A ❑ Tampa, Florida S A N F"O R D Fl-, IM Orlando, Florida (813) 623.2333 Office ❑ Fort Lauderdale, Florida (407).831-3414 Offlce (813) 620.0333 Fax (305) 960.0033 Office (407) 831-5740 Fax ❑ Miami, Florida (305) 960-1650 Fax DRAWN BY: M. FEKGUSON DATE: TUB `r' 26 , Iu95 (305) 888-2402 Office ❑ Jacksonville, Florida (305) 888.3804 Fax ❑ West Palm Beach, Florida SPRKS. ON JOB: 2 C7 SCALE: '/,I ly ! =0 (904) 262-6107 Office ❑ Melbourne, Florida (407) 585-2244 Office (904) 268-7268 Fax (407) 725.8794 Office (407) 585.2490 Fax APPROVALS: CIT`( O F 5 / NNt ro F-1 D (407) 255.9408 Fax CUSTOMER PROJECT N0. I FILE NO. CONTRACT N0, 2"IZ`I D - j SHEET NO. -.1--- OF _.� _