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HomeMy WebLinkAboutExisting & Demolition PlanGENERAL_ REQUIREMENTS 1. ALL WORK TO BE AS PER FLORIDA BUILDING CODE 2010 AND TO MEET OR EXCEED ALL APPLICABLE LOCAL REQUIREMENTS. 2. GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE PRIOR TO FORMALIZING A BID FOR CONSTRUCTION. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL LABOR, MATERIALS, UTILITIES, TESTING, WASTE REMOVAL, STORAGE, SECURING OF SITE, ACCOMODATION, TRANSPORT/FREIGHT AND ALL OTHER COSTS RELATED TO THE COMPLETION OF THIS PROJECT, UNLESS EXPLICITLY IDENTIFIED HERE. 4. OWNER IS RESPONSIBLE FOR ALL MUNICIPAL RELATED CHARGES SUCH AS IMPACT FEES AND WATER CONNECTION, EXCEPT BUILDING PERMIT FEES, WHICH ARE TO BE INCLUDED IN THE CONSTRUCTION BID. 5. GENERAL CONTRACTOR TO CHECK ALL DRAWINGS FOR ERRORS AND OMMISIONS AND BRING THEM TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING ANY WORK, OR ORDERING MATERIALS OF THE RESPECTIVE DIVISION OF WORK. IF SUCH ERRORS AND OMISSIONS ARE NOT REPORTED IN WRITING TO THE ARCHITECT, ANY RESULTING DAMAGES OR COSTS SHALL BE BORN ENTIRELY BY THE GENERAL CONTRACTOR. 6. ARCHITECT IS NOT RESPONSIBLE FOR THE GENERAL CONTRACTORS' METHOD OR MEANS OF CONSTRUCTION. 7. GENERAL CONTRACTOR IS TO KEEP SITE IN A CLEAN AND SAFE STATE THROUGHOUT THE COURSE OF CONSTRUCTION. ON BUILDING TURN -OVER, GENERAL CONTRACTOR TO CLEAN ALL SURFACES SO AS TO BE FREE OF DUST, GREASE, STAINS, SCUFFS, ETC. 8. ALL WORK AND MATERIAL TO BE GUARANTEED BY GENERAL CONTRACTOR FOR ONE YEAR AFTER CERTIFICATE OF OCCUPANCY. 9. PROVIDE SOLID BACKING FOR ALL NEW GRAB BARS & FIXTURES PER MANUFACTURER'S STANDARDS. 10. RE -USE CODE COMPLIANT RESTROOM ELECTRICAL, PLUMBING & ADA ADA FIXTURES IN RE -MODEL. CORRIDOR STORAGE WAITING AREA 00 NXW CORRIDOR n 17-I r`17 OFFICE SCOPE OF WORK: 1. REMODEL RESTROOMS PER PLANS; 2. OCCUPANCY CHANGE FROM BUSINESS TO A-3 (ASSEMBLY); 3. LIFE SAFETY CHECK & REQUIRED REVISIONS; 4. INSTALL NEW SERVICE SINK; PROJECT DESCRIPTION GROSS FLOOR AREA: (2nd) LEVEL AT 3,292 SF STRUCTURE: ENCLOSED TWO STORY, TYPE VB, NON—SPRINKLERED, UNPROTECTED LOAD —BEARING, REINFORCED CONCRETE BLOCK EXTERIOR WALLS ON SLAB ON GRADE WITH MONOLITHIC PERIMETER FOOTING. ROOF: MEMBRANE, INSULATION & METAL DECK ON STEEL JOISTS OCCUPANCY OCCUPANCY: GROUP A-3 (ASSEMBLY, GATHERING/COUNCELLING) 2010 FBC SECTION 303 2nd LEVEL: NET ASSEMBLY (GATHERING/COUNCELLING): 2,850 SF; 1 PERSON PER 15 SF OF GROSS = 190 OCCUPANTS. B'; OFFICES AREA:203 SF / 100SF = 3 OCCUPANTS; S-2; STORAGE AREA: 48 SF / 200SF = 1 OCCUPANTS; TOTAL BUILDING OCCUPANT LOAD: 194 MEANS OF EGRESS MEANS OF EGRESS: 2010 FBC TABLE 1016.1 & 1005.1 0.2" EGRESS WIDTH PER PERSON MAXIMUM TRAVEL DISTANCE: 200 FEET , NON—SPRINKLERED (TABLE 1016.1) FROM 1st FLOOR: 0.3" X 194 OCCUPANTS/UNIT = 58.2" TOTAL EXISTING EXIT WIDTH = 68.0" CLEAR > 58.2" 1. ALL EXISTING EXTERIOR EXIT DOOR PANELS ARE MIN. 36" WIDE X MIN. 6'-8"; 2. ALL EXTERIOR EXIT DOORS TO HAVE PUSH PANEL RELEASE LATCHES PER FBC 2010 SECTIONS 1015 & 1008.1.8.; 3. THERE IS (1) IN THE FRONT & (1) IN THE REAR.. EACH IS CAPABLE OF ACCEPTING > 50% OF TOTAL OCCUPANT LOAD WHICH IS ACCEPTABLE PER FBC 1025. ERE SEPARAT ON 2010 FBC TABLE 508.4, ACCESSORY AREAS < 10% FLOOR AREA. NONE REQUIRED. FOOD SERVICES FORM PART OF A-3 OCCUPANCY; BUSINESS ACCESSORY AREAS — 251 SF < 329 SF) CORRIDOR OFFICE Q nCCI(`C FE 24'- 6" nCCI (`E_ OFFICE MEETING ROOM WAITING AREA OFFICE H OFFICE 15'-104" 37'-11 " OFFICE ADA COMPLIANT D.F. REFRESH I-...».1 G r nCCI (C 0 i EL ORRIDOR ST LUCIE CIOUR 4" P'!AN REVIEW 4 )1 _ 710372 BLDG: DAM, PLUM DATE, DATE, DASHED WALLS & PLUMBING FIXTURES TO BE REMOVED. WALLS ARE NON —LOAD BEARING. CLEAN & RE —USE ALL FIXTURES FOR REMODEL. EXISTING & DEMOLITION PLAN t 4 sv tal Ln 1 o zr--- c Lin 0 0-)( 1)'zt O C U I u L_ Q 0 z Mm Lil 0 Q) N Cn Q U Q Cn THESE DRAWINGS CONTAIT ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE A LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. COPYRIGHT OF RAYMOND CHLA COPY OR USE ONLY WITH PRIOR PERMISSION. uj um 3: LLI z SCALE: 1 /4 =1 —0 START DATE: NO.REVISIONA ZA 12ND-REVISION I 09.17 DATE DR.TOLEDO NEW LIFE 905 PRIMA VISTA BLVI PORT ST. LUCIE, FL 6 - 2 -'f--12. Raymond Chladny Licensed Architect #AR-001 7475 Aml s- ENSURE THIS DOOR & FRAME HAS CLOSER, PUSH -PANEL HARDWARE MIN. 45 MINUTE FIRE RATINGS & UL- LABELS ti 0000can- nonccn oa- rno-naoo 0 1 1 1 SEE A-3 FOR MAX. ` AVEL DISTANCE i EXTERIOR Q ` OUTSIDE %`% B CORRIDOR LEV 48 SF ENSURE THIS A 1 HR FIRE WALL TO U/S OF ` ^1 DECK PER UL#U465. DETAIL INCLUDED WITH THESE DOCUMENTS. 1 THIS ROOM AREA:382 SF w/ 37 SEATS OCCUPANTS) GROUP COUNSELLING SEATING ALL NEW - FIXTURES THIS RESTROOM 1 00 PUT NEW FAN & LIGHT ON SAME- RESTROOM CIRCUIT ENSURE . 20M I N. -7-t7 jDOORw/ CLOSER COUNSELING RM PLUMBING FIXTURES CALC: ASSUMING EXCEPTION FOR GAMES & EMPLOYEES OCCUPANY APPROVED: PLUMBING FIXTURES PER TABLE 403.1 2010 FPC: FOR 82 MALES: /125 = 1 WC: FOR 82 FEMALES: /65 = 2 WC; TOTAL WC'S REQUIRED: 3 LAV'S AT 1/200 PEOPLE = MIN. (1) FOR EACH GENDER; 1) SERVICE SINK REQUIRED; HIGH LOW DRINKING FOUNTAINS EXISTING TO REMAIN. INTERIOR FINISHES: 1. NO CHANGE TO EXISTING FINISHES EXCEPT IN RESTROOM REMODEL, WHICH ARE TO MATCH EXISTING; 2. MINIMUM FINISHES TO MEET BELOW, AS PREVIOUSLY APPROVED BY COUNTY; 3. INTERIOR WALL & CEILING FINISHES SHALL BE AS FOLLOWS: GENERAL ASSEMBLY AREAS AND LOBBIES: INTERIOR WALL AND CEIL'G FIN. MATERIALS SHALL BE CLASS 'A' OR CLASS 'B'; REMAINING SPACES: CLASS B (<76 FLAME SPREAD & 451 SMOKE DEV.); ENSURE 20MIN. DOOR w/ CLOS MAX. CORRIDORXTRAVEL . w 'DISTAN'CE: + 103'-0" D ELECTRICAL NOTES: 1. ALL LOAD CALC'S TO BE CHECKED BY FLORIDA LICENSED ELECTRICIAN; 2. ALL WORK TO FLORIDA ELECTRICAL CODE & REQUIREMENTS OF FPL; 3. CONDUCTORS TO BE #12 CU, OFF EXISTING CIRCUIT FROM EXISTING PORCH. ALL INSULATION TO BE THHN; CONDUIT AS FOLLOWS: PVC BELOW GROUND; RIGID FROM U/G TO SERVICE; BOX FOR EXTERIOR LITE ON HOUSE; AC, MC OR EMT CONDUIT ELSEWHERE. 4. PROTECTIVE RATINGS SHALL COMPLY WITH NEC 110-9 AND NEC 110-10. 5. EXISTING ELECTRICAL FIXTURES ARE NOT SHOWN, EXCEPT LIFE SAFETY DEVISES & NEW FIXTURES FOR THIRD RESTROOM & SOME ADDITIONAL EMERG. LIGHTS AS INDICATED; 6. EXISTING PANEL TO HAVE MAIN CIRCUIT BREAKER AT METER PACK, PER NEC 230-70-A-1; 7. PLACE NEW RESTROOM FAN & LIGHT ON EXISTING RESTROOM CIRCUIT; 8. PLACE (4) NEW EMERG. LITES ON EXISTING EMERG. LIGHTS CIRCUIT; 60'-0" 24'-6" NEW SERVICE SINK FI 0 FI C WAITING AREA B NES -OFF A00CCSORY 10a/o AREY 203 F S THIS ROOM AREA: 309.SF .NEW— . DIVIDED BY 15 SF = 21 EMERGENCE OCCUPANTS LIGHT CORRIDOR WALLS ARE 1 HOUR ENSURE 20MIN. ' RATED FIRE Q 8ARRIERS DOOR w/ CLO R ENSURE 2OMIN. ELIMINATE OR ,RyEVERSE DOOR w/ CLOSER, THIS BOOR TO << OUTSWING. IF DOOR TO `+ N ® ® MEETING ROOM REMAIN, DOOR &. FRAME MUST HAVE A CLOSER, PUSH -PANEL HARDWARE &•MIN. 20 SEE. SEATING PLAN. MINUTE FIRE RATINGS. THIS PAGE FOR THIS RELOCATE ALL EXISTING FIXTURES THESE TWO RESTROOMS. KEEP ON SAME CIRCUITS ENLARGED RESTROOM PLAN SCALE: 3/8"=1 '-O" NEW ADA COMPLIANT HI -LOW D.F. y' JANITOR UCLOSET i ly a yip i W6ME 1MEiWOMEN ADA $wa i 4 R E'FR E S,H 7 AREA MEN l—cL JANITCLOSET REVERSE THIS N +> DOOR TO 0 TSWING i ROOM COUNSELING RM COUNSELING RM ELIMINATE OR REVERSE THIS DOOR TO OUTSWING. IF DOOR TO REMAIN, DOOR & FRAME MUST HAVE A ZL CLOSER, PUSH -PANEL HARDWARE' & MIN. 20' r MINUTE FIRE RATINGS. COUNSELING 1 . Q RM 2ND FLOOR TENANT SPACE ELECTRICAL LOAD - 200A SERVICE PER NEC 220.87, IN LIEU OF A CALCULATON, 13 MONTHS OF DEMAND LOAD ARE PROVIDED FOR THIS SERVICE. THE ADDITION OF (1) EMERGENCY LIGHT, (1) RESTROOM LIGHT & (1) RESTROOM FAN, TOTAL OF 200VA, FALLS WITHIN THE LOAD BELOW: LARGEST DEMAND READING: 3/10 OF 36,000W / 240 = 150A © 125% = 187.5A < 200A — OK. CORRIDOR ENSURE DOOR HAS A CLOSER & PUSH -PANEL HARDWARE EXIT DOORS: _ N___,- I. ALL EXIT DOORS & DOORS LEADING TO THE EXITS SHALL BE EQUIPPED w/ FIRE RATED PUSH —PANEL (PANIC) HARDWARET- 1 HR FIRE RATED WALL TO U/S OF DECK PER UL#U465. NEW 2x4 © 24" O.C. w/ 1 /2" GYP. BRD EACH SIDE w/ 3.5" BATT INSUL. NEW 2x3 @ 24" O.C. w/ 1 /2" W.P. GYP. BIRD ONE SIDE SIDE w/ 3.5" BATT INSUL. A-3 TOTAL NET AREA:2,850 SF BTOTAL NET AREA:253 SF LESS THAN 10% FLOOR AREA) h REMODEL 8cLIFE SAFETY PLAN SCA W FEB 1 4 3-3-,44 '9 11 i Ln L_ o zr- 17_ o Q C) n CT J0 O C r- U 1 cn LL_ I E rlr CC U m 0 L-i E CD (D N U) Q U D Q) Q THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. OPYRIGHT OF RAYMOND CHLADN COPY OR USE ONLY WITH PRIOR PERMISSION. START DATE: 10.17.1; NO.REVISION/ISSUE DATE 0 1ST —REVISION 01.09.1. 2ND—REVISION 02.05.1 3RD—REVISION 02.1, DR. TOLEDO NEW LIFE 905 PRIMA VISTA BLVD PORT ST. LUCIE, FL Raymond C"aday Licensed Architect OAR-0017475 A=2 1 1 1 1lt MF TRAVEL TO EXTI ALL NEW - FIXTURES THIS RESTROOM PUT NEW FAN & LIGHT ON SAME- RESTROOM CIRCUIT XA x. L0OUTSIDE SGCORRIDOR oR A SF ENSURE THIS A 1 HR FIRE WALL TO U/S OFDECKPERUL#U465.\ DETAIL INCLUDED WITH THESE DOCUMENTS. ENSURE THIS DOOR & FRAME HAS CLOSER, LEVER, ADA COMPLIANT KEYED HANDSET & MIN. 45 MINUTE FIRE RATINGS & (JL LABELS PLUMBING FIXTURES CALC: ASSUMING EXCEPTION FOR GAMES & EMPLOYEES OCCUPANY APPROVED: PLUMBING FIXTURES PER TABLE 403.1 2010 FPC: FOR 82 MALES: /125 = 1 WC: FOR 82 FEMALES: /65 = 2 WC; TOTAL WC'S REQUIRED: 3 LAV'S AT 1/200 PEOPLE = MIN. (1) FOR EACH GENDER; 1) SERVICE SINK REQUIRED; HIGH LOW DRINKING FOUNTAINS EXISTING TO REMAIN. INTERIOR FINISHES: 1. NO CHANGE TO EXISTING FINISHES EXCEPT IN RESTROOM REMODEL, WHICH ARE TO MATCH EXISTING; 2. MINIMUM FINISHES TO MEET BELOW, AS PREVIOUSLY APPROVED BY COUNTY; 3. INTERIOR WALL & CEILING FINISHES SHALL BE AS FOLLOWS: GENERAL ASSEMBLY AREAS AND LOBBIES: INTERIOR WALL AND CEIL'G FIN. MATERIALS SHALL BE CLASS 'A' OR CLASS 'B'; REMAINING SPACES: CLASS B (<76 FLAME SPREAD & 451 SMOKE DEV.); MAX. CORRIDORXTRAVEL w 'DISTANCE: ? e COUNSELING RM RELOCATE ALL EXISTING FIXTURES THESE TWO RESTROOMS. KEEP ON SAME CIRCUITS ENLARGED RESTROOM PLAN SCALE: 3/8"=1'-0" WAITING AREA 00 CORRIDOIN(/ WALLS ARE e 1 HOUR RATED FIRE Z BARRIERS / COUNSELING RM NEW EMERGENCE LIGHT e REVERSE THIS L e` DOOR TO OUTSWING e e e e e 60'-0" 24'-6" B B NESStACCSORY 10% AREA/ 203;F NEW ADA COMPLIANT F HI-LO.W D.F. All ATHERING w/ NON -FIXED TABLES & CHAIRS NET AREA: 2,850 SF CORRIDORee e FE m ` `` . . COUNSELING RM 3 COUNSELING RM n ELECTRICAL NOTES: 1. ALL LOAD CALC'S TO BE CHECKED BY FLORIDA LICENSED ELECTRICIAN; 2. ALL WORK TO FLORIDA ELECTRICAL CODE & REQUIREMENTS OF FPL; 3. CONDUCTORS TO BE #12 CU, OFF EXISTING CIRCUIT FROM EXISTING PORCH. ALL INSULATION TO BE TH{HN; CONDUIT AS FOLLOWS: PVC BELOW GROUND; RIGID FROM U/G TO SERVICE; BOX FOR EXTERIOR LITE ON HOUSE; AC, MC OR EMT CONDUIT ELSEWHERE. 4. PROTECTIVE RATINGS SHALL COMPLY WITH NEC 110-9 AND NEC 110-10. 5. EXISTING ELECTRICAL FIXTURES ARE NOT SHOWN, EXCEPT LIFE SAFETY DEVISES & NEW FIXTURES FOR THIRD RESTROOM & SOME ADDITIONAL EMERG. LIGHTS AS INDICATED; 6. EXISTING PANEL TO HAVE MAIN CIRCUIT BREAKER AT METER PACK, PER NEC 230-70-A-1; 7. PLACE NEW RESTROOM FAN & LIGHT ON EXISTING RESTROOM CIRCUIT; 8. PLACE (1) NEW EMERG. LITE ON EXISTING EMERG. LIGHTS CIRCUIT; NEW SERVICE SINK I I JrV11TOR aos r T l y, / i i WOMENWOMEN ADAFA_D__Al e e. WAITING AREA ® 1 1 1 j 1 1 1 COUNSELING R M- a r-AD-A-1, ELECTREFRESH `,\ + RM AREAi^ COUNSELING RM a 0 i 0.OMT 2ND FLOOR TENANT SPACE ELECTRICAL LOAD — 200A SERVICE PER NEC 220.87, IN LIEU OF A CALCULATON, 13 MONTHS OF DEMAND LOAD ARE PROVIDED FOR THIS SERVICE. THE ADDITION OF (1) EMERGENCY LIGHT, (1) RESTROOM LIGHT & (1) RESTROOM FAN, TOTAL OF 200VA, FALLS WITHIN THE LOAD BELOW: LARGEST DEMAND READING: 3/10 OF 36,000W / 240 = 150A ® 125% = 187.5A < 200A - OK. CORRIDOR p7 T/T1 1 HR FIRE RATED WALL TO U/S OF DECK PER UL#U465. NEW 2x4 @ 24" O.C. w/ 1/2" GYP. BIRD EACH SIDE w/ 3.5" BATT INSUL. NEW 2x3 ® 24" O.C. w/ 1 /2" W.P. GYP. BIRD ONE SIDE SIDE w/ 3.5" BATT INSUL. REMODEL 8c LIFE SAFETY PLAN SCALE: 1 /4"=1'-O" Lc) 0 z C= Q jO OTC O J r UEl_ u I Q O r- O U 0 O 6' O U m O Q r N U) Q U N Q) t Q D Cn THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE ANE LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. COPYRIGHT OF RAYMOND CHLADT COPY OR USE ONLY WITH PRIOR PERMISSION. uj Lu i ui u j uj uj z O V START DATE: 10.17.1 NO.REVISION/ISSUE DATE 1ST -REVISION 01.69.1 2ND-REVISION 3RD-REVISION DR. TOLEDO NEW LIFE 905 PRIMA VISTA BLVD PORT ST. LUCIE, FL l -0q (. Raymond Ghladny Licensed Amhitect #AR-0017475 A=2 D. L 3" TO EXISTING LIFT STATION SA RY I 3" VTR i 1 i I I I DIAGRAM NOT TO SCALE C C) WC 3" 1 ,> r 1 2 1 3" VTR 1 1.5" 1 1 `1 1 1 I >, . I 1 12 1 2 .\ I 3" TO EXISTING LIFT STATION REVISED SANITARY RISER DIAGRAM NOT TO SCALE PLUMBING NOTES: 1 BE ALL PVC SANI( SC ED.40TMIN.) OR E AND ED W.V.NT P(A$ TM DDFI 2662 SHALL 2. COPPER (TO ASTM—B-88),USED FOR HOT AND, COLD WATER LINES, USE TYPE "L" FOR UNDERGROUND AND TYPE M ABOVE GROUND. PROVIDE DI —ELECTRIC COUPLINGS, AS REQUIRED, FOR CONNECTION TO DIFFERENT MATERIALS, SHUT—OFF VALVES AT FIXTURES, AND EQUIPMENT REQUIRING WATER SUPPLY. 3. ALL PIPES EXPOSED AT FIXTURES AND EQUIPMENT SHALL BE CHROME — PLATED. PROVIDE CHROME —PLATED ESCUTCHEONS AS REQUIRED. 4. ALL PIPING SHALL BE ACOUSTICALLY ISOLATED OR WRAPPED TO PREVENT THE TRANSMISSION OF SOUND INTO THE BUILDING. 5. ALL POTABLE WATER LINES SHALL BE FLUSHED AND MADE CLEAR OF DEBRIS, SCALE, GREASE, ETC., PRIOR TO CONNECTION WITH EQUIPMENT. 7. FLASH AND SEAL ALL ROOF PENETRATIONS. COORDINATE WITH ROOF SUPPLIER. 8. CLEAN OUTS IN ACCORDANCE WITH F.P.C. 708.3.2. 9. TRAP PRIMERS IN ACCORDANCE WITH PP 1018", PROVIDE UNIONS. FOR NEW, USE TYPE "K" FOR UNDERGROUND AND TYPE "L" ABOVE GROUND. PROVIDE DI —ELECTRIC COUPLINGS, AS REQUIRED, FOR CONNECTION TO DIFFERENT MATERIALS. 11. ALL COPPER PIPING SHALL BE ISOLATED FROM CONTACT WITH OTHER METALS, CONCRETE OR MASONRY. 12. ENSURE DRAIN AND WATER PIPING FROM RE —LOCATED FIXTURES LEAVES NO DEAD —ENDS, AS WATER OR WASTE COULD STAGNATE. 13. PROVIDE SHOCK ARRESTING AIR CHAMBERS ON EACH QUICK CLOSING VALVE, INCLUDING ON WATER HEATER (IF IN CONTRACT), TO PREVENT WATER HAMMERING". 14. TIGHT NEW VENT STACKS TO EXISTING TO AVOID ADDITIONAL ROOF PENETRATIONS; KEEP ALL PIPES UNDER FLOOR SLAB, INSIDE WALL OR CEILING ASSEMBLIES. ALL PLUMBING WILL COMPLY WITH 2O10 FL PLUMBING CODE D. F. 1 / 2" HOT WATER SUPLY SAME AS COLD EXCEPT WC, D.F. EXISTING WATER HEATER LOWER FLOOR. VC 2" 3 / 4" EXISTING SUPPLY PIPING DIAGRAM N. T.S. LE I UP PATH OF TRAVEL/ ACCESSIBLE ROUT FOYER EXIT DISCHARGE 71 TOTAL MAX. 1 TRAVEL DISTANCE TO EXTERIOR: 1 171'-0" p FIRST FLOOR LIFE SAFETY PLAN SCALE: 1 /4"=1 '—O" KEEP SUPPLY PIPES ABOVE CEILING OR INSIDE CHASE OR FRAMED WALLS EXCEPT WC, D.F. EXISTING WATER HEATER LOWER FLOOR. REVISED SUPPLY PIPING DIAGRAM N. T.S. 3 5/8" x 18 GA. TOP TRACK. SCREW ROOF DECK TO FLUTE BOT W/ 14 TEK ® 160oc EXIST T—GRID T— GRID WALL ANGLE ----„ I j / / EXIST ACOUST TI EOVE AS REQ'D EXISTING CEILING ELEVATION EXIST T—GRID / STUDS6 CROSS MEMBER SEE OTHER DETAILS FORADDTLINFORMATION. 5/8" TYPE— X GYP BD , EA SIDE, W/ 1" TYPE S SCREWS S"oc ® VERT JTS, 12"oc ® FLOOR & CEILING TRACK AND INTERMEDIATE STUDS, STAGGER JTS 24" ON OPP SIDE. NOTE: SHELVING AND FIXTURES MAY REQUIRE CLOSER STUD SPACING. SEE OTHER DRAWINGS AND COORDINATE. N OTE: 3/ 4", 18 GA COLD ROLLED CROSS WALLS MORE THAN CHANNEL. BRIDGING SPACED 9'-0' LONG MAY BE AT 4'-0" O.C. LJ SUBSTITUTED FOR BRACES. VERTICALLY BOTTOM TRACK WITH HILTI 37NKS12 DRIVE PINS AND R36 DISCS AT 32" O. C. MAXIMUM. NEW PARTITION FRAMING DETAIL_ SCALE: N.T. S. z Ln o g) 0 Imo' o 0 O 1I u Lo CD 0 U L. L_II— O cn Q U aj CIO THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. COPYRIGHT OF RAYMOND CHLADNY COPY OR USE ONLY WITH PRIOR PERMISSION. 19 Lu H Z Lu V 3 W Z START DATE: 09. 17.10 NO.REVISION/ISSUE DATE 0 1ST -REVISION 101,09.13 2ND_REVISION 3RD_ REVISION r, , GAIT• DR. TOLEDO NEW LIFE 905 PRIMA VISTA BLVD PORT ST. LUCIE, FL Rs and Chledny Licensed Architect #AR- 0017475 A=3