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ROOF - \+ <br />INSTALL NEW UPRIGHT SPRK <br />MATH DEFLECTOR MATHIN 1Y <br />OF ROOF DECK <br />1 X 1/2' R.C. <br />EXST BRANCHLINE <br />EXST 1' X DROP EXST 1' X ARMOVER <br />/ TURN 90 ELL UP <br />.�_-RREMOVE X 1/2' R.C. <br />EXST W/ ESCT. <br />SUSPENDED CEILING <br />TO BE REMOVED <br />'ENDENT TO UPRIGHT <br />RETROFIT DETAIL <br />NO SCALE <br />Q <br />OCCUPANCY CLASSIFICATIONS GENERAL NOTES il �T f 0 <br />TO EXST SYSTEIA w <br />THE FACILITY IS PROTECTED BY AN EXISTING WET -PIPE FIRE SPRINKLER 1. AAA FIRE PROTECTION SERVICES INC (AAA FPS, INC.) SCOPE OF WORK C, <br />Cn EXST FLOW SWITCH SYSTEM. BASED ON THE FOLLOWING OCCUPANCIES AND DESIGN CRITERIA: TO RELOCATE AND ADD SPRINKLER HEADS FOR COVERAGE OF NEW U <br />0= � � t-. 17,000 SQ FT TENANT BUILDOUT. � � <br />NEW 3" BUTTERFLY VA . OFFICES AND LIKE SPACES: LIGHT HAZARD OCCUPANCY, 225 SOFT MAX NOT INCREASE THE �� <br />W/ TAMPER SWITCH <br />SPRINKLER SPACING. 2. THE PROPOSED TENANT BUILDOUT SPACE WILL 4 <br />G prj <br />NEW 6x3" GR SADDLE HYDRAULIC DEMAND OF THE DESIGN AREA PROVEN MATH THE INTITIAL � <br />NEW FLOW SWITCH NEW PRESSURE GA . MECHANICAL, KITCHEN. JANITOR, AND LIKE SPACES: ORDINARY HAZARD CONSTRUCTION DOCUMENTS. r__4 O <br />r (GROUP 1) OCCUPANCY, 130 SOFT MAX SPRINKLER SPACING. 3. ALL WORK PERFORMED SHALL COMPLY WITH NFPA 13 AND 25 W <br />0 ® + STANDARDS. LOCAL AHJ REQUIREMENTS, AND STATE FIRE MARSHAL cf� <br />SALES AND STORAGE SPACES: ORDINARY HAZARD (GROUP 11) OCCUPANCY, REQUIREMENTS. ;:-=q 1p <br />130 SOFT MAX SPRINKLER SPACING. c� 0 w 1 <br />NEW 3 TO SAVE -A -LOT E­ E- <br />ISOLATED SPRINKLER SYSTEM 4. ALL MATERIAL OR EQUIPMENT UTILIZED SHALL BE UL LISTED FOR FIRE O r M <br />BEAM CLAMP ALARM BELL <br />PROTECTION USE. - r' � W 00 <br />En 00 <br />5. AAA FPS, INC. SCOPE OF WORK DOES NOT INCLUDE ANY WIRING OF C--) (� <br />NEW DRAIN do TEST DEVICES, PREP FOR OR PAINTING OF PIPE, ETC. O <br />MAIN DRAIN VA. <br />STEEL A.T.ROD � VALVE CONNECTION 6. ALL SPRINKLERS SHALL BE STANDARD COVERAGE (QUICK RESPONSE) E- �� O 0 3 <br />ORDINARY TEMPERATURE (UNLESS OTHERWISE NOTED). O <br />HANGER RING ` CONNECT DISCHARGE TO 7. ALL PENDANT SPRINKLERS LOCATED IN ACOUSTICAL CEILINGS TO BE <br />EXST 6" ALARM VA . EXST DRAIN ASSEMBLY LOCATED CENTER OF TILE (2X2 GRID) OR QUARTER POINTS (2X4 GRID) <br />ALLOWING 2' OF TOLERANCE. <br />6 w <br />" 8. ALL PENETRATIONS IN FIRE /SMOKE WALLS TO BE PROVIDED WITH A NTH � � <br />EXST 6 VA. - - z <br />A U.L. LISTED FIRE STOP ASSEMBLY. <br />W/ TAMPER SW. 1 cV) <br />HANGER DETAIL 9. SPR.NKLER SYSTEM HAS BEEN DESIGNED WITH A MAXIMUM WORKING W \ __j Z <br />PRESS OF 175 PSI.. Q <br />NO SCALE <br />0 O <br />EXST RISER ASSEMBLY <br />MA COAT r <br />SPRINKLER LEGEND <br />YM <br />CNT <br />POSITION <br />'FINISH <br />TEMP <br />K <br />N T <br />SIN <br />MFG. <br />PLA <br />o <br />12 <br />DRY PEND <br />CH <br />155 <br />5.60 <br />1/2' <br />— <br />GLOBE <br />2 PIECE <br />QQ <br />126 <br />PE <br />CH <br />0ME <br />155 <br />5.60 <br />1/2' <br />— <br />GLOBE <br />2 PIECE <br />ox <br />9 be advised this reviery Of Marls subdHed <br />co <br />N <br />review to resist the Contractor k1 mn oiaiio <br />)le fire sakily odes, This review is not into. <br />6 <br />BR4ss <br />155 <br />5.60 <br />1/2 <br />— <br />— <br />— <br />) oompliancco with all applicable WA Cody <br />linances. In the event that further examinat <br />o <br />action reveals areas of non - compliance, it sl <br />aI' <br />41 <br />UP <br />IBR <br />SS <br />155 <br />5.60 <br />1/2 <br />— <br />— <br />— <br />applicable NFPA Cedes and local ordinanl <br />.OL <br />I <br />FF) <br />O <br />Pei <br />W <br />E- N <br />Q `N <br />E-1 <br />u <br />7� l . <br />V IAL r1'U 1 LU 1 1U1 N r LIJUA 1 - " LA1v <br />SCALE = 1/8" <br />I <br />I <br />° I b <br />I <br />i <br />I <br />I <br />I <br />o i <br />I <br />I <br />I <br />❑ a' <br />app' c� <br />to <br />contra i tc <br />cor q!e <br />h: 3l of <br />site ir�.sf <br />the aunt <br />brim 1 <br />a resporhsi <br />with t <br />I <br />0 <br />FP -1 <br />O <br />W CO <br />co <br />0 <br />H <br />H <br />z <br />O <br />Q <br />W <br />0 <br />co <br />v <br />0 <br />C) <br />[ E�RMIT No: N / A <br />tY ZEP1iY 'R1iILL3 ; RE + ` 'HAI_'S OI FI TRACT No: C10 - 263 <br />APPROVAL: CBT <br />_ DRAWN BY: ABC <br />SCALE: 1/8" = 1' -0" <br />DATE: 11/30/2010 <br />FLOOR PLAN <br />FIRE PROTECTION <br />Y:\ Engineering \Project CAD dwgs \Save -A -Lot C10- 263LAcad \R Plot.dwg, 11/30/2010 3:10:21 PM <br />� <br />Q <br />�� <br />o <br />o�� <br />ox <br />9 be advised this reviery Of Marls subdHed <br />co <br />N <br />review to resist the Contractor k1 mn oiaiio <br />)le fire sakily odes, This review is not into. <br />did <br />a final approval of the submitted plans. It iu <br />'s <br />IiP <br />sole responsibility to ensure that the plan <br />E� in <br />) oompliancco with all applicable WA Cody <br />linances. In the event that further examinat <br />o <br />action reveals areas of non - compliance, it sl <br />aI' <br />actor's sole responsibility n! their so'e exile <br />S480 <br />lose areas in compliance. me City assurne <br />>ility for the aontractoes faiiU e to be in comb <br />- - <br />lieRe <br />applicable NFPA Cedes and local ordinanl <br />.OL <br />0 <br />H <br />H <br />z <br />O <br />Q <br />W <br />0 <br />co <br />v <br />0 <br />C) <br />[ E�RMIT No: N / A <br />tY ZEP1iY 'R1iILL3 ; RE + ` 'HAI_'S OI FI TRACT No: C10 - 263 <br />APPROVAL: CBT <br />_ DRAWN BY: ABC <br />SCALE: 1/8" = 1' -0" <br />DATE: 11/30/2010 <br />FLOOR PLAN <br />FIRE PROTECTION <br />Y:\ Engineering \Project CAD dwgs \Save -A -Lot C10- 263LAcad \R Plot.dwg, 11/30/2010 3:10:21 PM <br />