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111 Towne Center Cir - 95-002774 (1995) (WAR ROOM) (FIRE) (A)7'owoe en� ZONE DATE CONTRACTOR or c or ADDRESS 1 113% AI (1'L)s 4,c'l PHONE # LOCATION 1 ��� (-4)n e OWNER�I- ADDRESS PHONE # e7/5:f� j5 PLUMBING CONTRACTOR Z-62/2 ADDRESS PHONE # ELECTRICAL CONTRACTOR & ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (�_) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCH ITECTURALAPPROVAL DATE: som SUBDIVISION: �-7 PERMIT # ';2/ L/ � ��d�C�I7yrI.S J 0 B COST $/ 1 LC � -- FEE STATE NO. FEE $ (!: - v� FEE $ j" �_.. FEE $ 5 D LOT NO. BLOCK: SECTION: SQUARE FEET: 117 MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SEC EPI: S 3 e, CERTIFICATE OF OCCUPANCY ISSUED # DATE: _ FINAL DATE GENERAL NOTES 1. Installation in accordance with N.F.P.A. #13. 2. All materials to be UL Listed. 3. Sprinkler piping to be manufactured under one of the following ASTM standards- A53,A135,Or A795. 4. Mains to be Schedule 10 black steel joined by roll grooved method using grooved fittings and thread -o -let type outlets. 5. Branch line piping to be Schedule 40 blac'K steel joined with threaded outlet fittings. 6. All sprinkler drops to be V Schedule 40 black steel pipe with 1 x 1/2" threaded reducer. 7. Hangers to be sized and spaced in accordance with N.F.P.A. 13, Section 2-6. 8. Flushing connections to be provided at remote ends of all cross mains. 9. Final cut lengths of pipe and hangers to be determined after an on-site verification of architectural dimensions has been made. SPRINKLERS PROJECT M S SYMBOL .. TY<•E SPAINKL£R TEMP. DUAN. CONTRACT WITH 3,4 } ' C.�pEt .N f BLDG. , l._....r .tet-•--•---. •,...� ..y.. ,y.._._� i..•.-•---+-----5 �. S � .__y—. � ._ .j _.. STORY - [! Cr SYSTEM NO � TOTAL �r = L ! t tC4 { DATE 91 - -15- SCA L£ ► "-t'v" CNECI(LO •Y -- OATS 3F s t 1 {1..._...� _�r {-.}-�----�-- ? ._..y-"--� � - --'.`�- -� Y----,..�.•._ .,...-.�. �. .,...�.,,.. _.. -.. _ i . _...,{.,... --ice.. �- - 0 IF it _ j { \� 0 : 0 r � �I i A 0 i .1 1 \�`I 0 III' i1 0�- - GENERAL NOTES 1. Installation in accordance with N.F.P.A. #13. 2. All materials to be UL Listed. 3. Sprinkler piping to be manufactured under one of the following ASTM standards- A53,A135,Or A795. 4. Mains to be Schedule 10 black steel joined by roll grooved method using grooved fittings and thread -o -let type outlets. 5. Branch line piping to be Schedule 40 blac'K steel joined with threaded outlet fittings. 6. All sprinkler drops to be V Schedule 40 black steel pipe with 1 x 1/2" threaded reducer. 7. Hangers to be sized and spaced in accordance with N.F.P.A. 13, Section 2-6. 8. Flushing connections to be provided at remote ends of all cross mains. 9. Final cut lengths of pipe and hangers to be determined after an on-site verification of architectural dimensions has been made. SPRINKLERS PROJECT M S SYMBOL .. TY<•E SPAINKL£R TEMP. DUAN. CONTRACT WITH 3,4 } ' C.�pEt .N f BLDG. , STORY - [! Cr SYSTEM NO � TOTAL :.Southeast,- Fire Sprinklers, Inc. Automatic fire Protection Contactor P -O. Boa 126100 0 Wcmwood, FL 3:752 • Phone (+Oi) 331-74" 0 �0wMN DATE 91 - -15- SCA L£ ► "-t'v" CNECI(LO •Y -- OATS 3F s �£