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DRAWINGSL0 O Cu F - L7 H cz n U v LTJ F- H U Qf Q .z a 0 C REMOVE EXIST WINDOW IN FILL AREA 2' X 4' @ 12'OC STUCCO TO MAT( WIRE LATH ON I ON 5/8' CDX PL TO MATCH EXIST 3-2/0 IN 2' CC 3 - 2/0 THWN CU IN 1 1/2' COND. #6 CU GROUND TO GROUND ROD S MTL CWP ELECTRICAL RISER P MAX, FLOW RATE LAV, 2.2 GPM @ 60 PSI SHOWER HD 2,5 GPM @ 80 PSI MAIN BUS 150A VOLTAGEE ROUGH OPENING WIND PRESS, PANEL SINK FAUCET 2.2 GPM @ 60 PSI TYPE MULLION 1. MOUNTING recessed SEE ATTACH i N m mmm�ma�® 30' X 6'8' SEE ATTACH SEE PA Y N SEE ATTACH m�©m�mm N 3. 36' X 6'8' SEE ATTACH SEE PA Y N SEE ATTACH SWING N V J E-1 (� +, O 0N L7 S C'7 -1-' 00 d cu L O � Co U(y) "£ M Ory O � Q !� UQ Q H O U Q LLJ z zWz o z H as O z Q > ®©® Q T l\IL F-- f/) � I LLI z mm I 9-Z5-1 _m®®Zm OF 2 `, vE�[��7®®RFs F�:3�mm�mm mm�mm�F.r�Q!1�mm�mm IST ,,,, ,tr „�., ,,, D - - ELECTRICAL NOTE 2. ALL CIRCUITS IN BEDROOMS REQUIRED TO BE ARCH FAULT PROTECTED 3. ELECTRICIAN VERIFY ALL EXIST CONDITIONS IN FIELD EXIST 2- 2' X 4' WD. TOPPLATE SIMPSON H2.5 @ EACH STUD. 1/2' DRYWALL BATT, INSUL. R=11 MIN, EXISTING WOOD FRAMING EXISTING SLAB TYR IN -SILL DETAIL 3' VTR I L A-9 L NEW WOOD 1 DECK A-1 °F NEW 7W 4' EXH FAN "LM BRAUN 40 CFM 4' DUCT THRU SIDE WALL PIPES 2' LESS 1/4' SLOPE ALL OTHERS 1/8' A-22 SANITARY RISER NTS PLUMBING FIXT. MAX, FLOW RATE LAV, 2.2 GPM @ 60 PSI SHOWER HD 2,5 GPM @ 80 PSI WC 1,6 GALLONS PER ROUGH OPENING WIND PRESS, FLUSH SINK FAUCET 2.2 GPM @ 60 PSI EXIST ROOF JOISTS GALV, MTL RUNNERS OR 2' X 4' FASTENERED TO SLAB 1/8'D X 1'L REDHEADS POWER -FAST. @ 24'0/C • 1/2' GYPSUM WALLBD. 3 1/2' GALV. MTL STUS @ 24'O/C OR WD. STUDS @ 24'O/C GALV, MTL. RUNNER OR PT 2' X 4' FASTENERED TO SLAB 1/8'D X 1'L REDHEADS POWER -FAST. @ 24'O/C EXISTING CONC. SLAB TYR INT. PARTITIf]N (NEW) A-27 GFI REMOVE EX. WINDOW & CLOSE IN SEE DETAIL EX. ELEC. MTR & DISC EX EX F�XH D W NEW LAUND SK EX, UTILITY 1 F-,\ PNL A EX. DR. II EX EX EX_��] O EX, BED, Q EX EX EX. DR. REMOVE EX. PART 1°( —D.L V EX NEW PART. 0 EX � AHU I( P �CL_'2I REMOVE EX. DR' PANT M , B T � A-3 A-22 O EX I a A-22 A-2 I �' GFI /rA- O EX O FAN/LGHT EX M, BED, E7XD NEW PART, 4�= EX EX EX, D. MR � Q �A-1 GFI T RELOC. RECIRC EX. GAS EXH HOOD A-9 STOVE E X, K I T SKPLACE DISI( A A-3 A-3 GFI tIFI GFI A-3 NEW PART, EX, DINING EX ADD 2-2'X6' HEADER 6' 6'8' SL. DR, LREMOVE EX. EX. DR. DOOR & PART ® EX, LIVING X. DR. O FAN/LGHT � EX, BED, �1 EX O FAN/LGHT EX EX EX EX EX EX �X EX. DR. +EX +EX EX+ EX, FOYER EX X. DR. EX FLOOR PLAN EX EX SCOPE OF WORK REPLACE EXISTING KITCHEN CABINETS, ADD NEW MASTER BATH, REPLACE KITCHEN SINK, REPLACE A-9 WC, LAV & RETILE SHOWER IN EXIST BATH ELECTRICAL AS SHOWN, PLUMBING AS SHOWN NEW -EXHAUST FAN IN MASTER BATH, NEW EXH, HOOD REPLACE Z DOORS AND ADD A DOOR. FBC 2014 OCCUPANCY R-3 CONST, V - B EXISTING LEVEL 2 ALT, FIXTURES TO BE 170 MPH 3 SEC GUST EXP C REPLACE OCATION TO REMAIN) ASCE 7-10 RISK CAT 2 STRUCTURAL CONCRETE NOTES 1. ALL CONCRTE SHALL CONFORM TO ACI 318-77 AND SHALL HAVE A MIN. COMPRESSIVE STRENGHT OF Fc = 2500 psi 2. ALL REINFORCING STEEL SHALL BE ASTM DESINATION A615 GRADE 60 OR BETTER WITH A MIN. YIELD STRENGHT Fy = 60 KSI 3. ALL SPLICES AND LAPS SHALL CONFORM TO ACI 318 LATEST EDITION. SCALE 1/4" = 1'-0" EXISTING KITCHEN CABINETS TO BE REPLACED CLEAN FILL FREE OF ORGANICS AND DELETERIOUS MATERIALS. 7. ALL STEEL SHALL CONFORM TO AISC STANDARDS AND SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURL STEEL LATEST EDITION, 8, ALL STRUCTURAL STEEL HOT ROLLED SHAPES SHALL BE ASTM A36 WITH A MINIMUM YIELD STRESS OF 36 KSI. 9. ALL STEEL TUBINS SHALL BE ASTN A 501, WITH Fy = 36 ksi NOTES 1. CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS. 2. THE CONTRACTOR SHALL PERFORM THE DEMOLITION WORK IN COMPLIANCE WITH ALL SFETY CODES AND REQUIREMENTS, 3. DEMOLITION AND REMOVAL OF WORK SHALL BE EXECUTED IN A ORDERLY MANNER, 4. CONTRACTORS SHALL COOPERATE WITH OTHER TRADES WHERE REMOVAL OF WORK IS AFFECTED BY THEIR WORK. 5. _ALL OF THE DEMILISHED WORK SHALL BE REMOVED FORM THE SITE AREA AND DISPOSED OF LEGALLY, 6. THE CONTRACTOR SHALL CONDUCT DEMOLITION TO PREVENT DAMAGE TO ADJACENT STRUCTURES. 7. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGE TO TO EQUIPMENT, STRUCTURE ETC. AS A RESULT OF THIS WORK. MASONRY NOTES 1, MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS FOR MASONRY STRUCTURES CACI 530.1/ASCE 6) 2. MASONRY UNITS SHALL CONFORM TO ASTM C-90 AND SHALL HAVE A MINIMUM PRISM STRENGTH OF 1500 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM E-177 UNITS SHALL BE A MINIMUM OF 45 X SOLID. S. UNE SET OF MA9514RY Ulffft SHAt:E: BE TES SF THE BEGINNING BF 4. USE TYPE 'S' MASONRY MORTAR IN ACCORDANCE WITH ASTM C-270 MASONRY UNITS SHALL HAV.F3/8' FULL BEDDING MORTAR PRTUDING INTO CELL CAVITIES TAHT.-ARE-70--BE - - =1EINfFORCED AND GROUTED SHALL BE REMOVED ALL01✓ MINIMUM OF 24 HOURS FOR "TAR TO CURE BEFORE PLACING GROUT. S. GROUT TO BE USED IN FILLED CELLS SHALL BE PEA ROCK PUMP MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM C-1019 THE SLUMP SHALL BE 8-11 INCHES AND TESTED IN ACCORDANCE WITH ASTM C-143, 6. GROUTED CELLS WITH REINFORCING SHALL BE A MIMIMUM 1 #5 VERT AT EACH CORNER WACH SIDE OF ALL OPENINGS AND MAXIMUM OF 8' THEREAFTER. 7, THE BEAM AND FILLED CELLS SHALL BE PLACED IN SPERATE LIFTS AND C13NISOLIDATED AS REQUIRED TO COMPLETELY FILL EACH CELL CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS FOR INSPECTION. 8 REINFORCING BARS SHALL NEW BILLET STEEL ASTM A 615 GRADE 60. LAP REINFORCING AS NOTED ON PLANS AND IN ACCORDANCE WITH ACI STANDARDS, 9 REIN 9Gm ....---... G09AU8T413N SlIA66 BE - - -- -- BY SPE -m- - - -- - R. 4. ALL L BE GRADE 60. 5, THE MINIMUM SOIL BEARING CAPACITY SHALL BE 2000 PSF CONTRACTOR SHALL VERIFY AND PROOF TO THE ARCHITECT Panna Tn mUNDATION AND FLOOR SLAB _CONSTRUCTION 6. FOOTINGS AND SLABS SHALL BE PLACED ON 95% COMPACTED REVISIONS WINDOW / DOOR SCHEDULE Q DATE ID ROUGH OPENING WIND PRESS, MANUF, EGRESS SHUTTER PRODUCT APPROVAL TYPE MULLION 1. 36' X 6'8' SEE ATTACH SEE PA Y N SEE ATTACH SWING N 2. 30' X 6'8' SEE ATTACH SEE PA Y N SEE ATTACH SWING N 3. 36' X 6'8' SEE ATTACH SEE PA Y N SEE ATTACH SWING N REVISIONS Q DATE Electrical m� p �- O O S oM Rj U m Ln Lo g" REVISIONS m� U O O S oM Rj U m Ln Lo g" Q1 -� x d V J E-1 (� +, O 0N L7 S C'7 -1-' 00 d cu L O � Co U(y) "£ M Ory O � Q !� UQ Q H O U Q LLJ z zWz o z H as O z Q > Q T l\IL F-- f/) W u v LLI I 9-Z5-1 OF 2 `, Un __4 0 0i 0 H n 0 U F- U W F- H U Q z H Y O 0 W72 REMOVE EXIST WINDOW IN FILL AREA 2' X 4' @ 12'OC STUCCO TO MATC WIRE LATH ON E ON 5/8' CDX PL' TO MATCH EXIST 3 - 2/C IN 2' CC 3 - 2/0 THWN CU IN 1 1/2' COND. #6 CU GROUND TO GROUND ROD 8 MTL CWP ELECTRICAL RISER m ELECTRICAL NOTE 2. ALL CIRCUITS IN BEDROOMS REQUIRED TO BE ARCH FAULT PROTECTED 3, ELECTRICIAN VERIFY ALL EXIST CONDITIONS IN FIELD EXIST 2- 2' X 4' WD, TOPPLATE SIMPSON H2.5 @ EACH STUD, 1/2' DRYWALL 3- VTR I L A-9 L NEW i NEW WOOD DECK 0Z. NEW TTM 4* EXH FAN YLw BRAUN 40 CFM 4' DUCT THRU SIDE WALL PIPES 2' LESS 1/4' SLOPE ALL OTHERS 1/8' 7 SANITARY RISER NTS PLUMBING FIXT, TYPE VOLTAGE 12o/240 PANEL - A MAIN BUS 150A NEUTRAL WC 1.6 GALLONS PER MOUNTING recessed SINK FAUCET LOCATION ❑CATION TO REMAIN) M, BED, ZEXDR, STRUCTURAL CONCRETE NOTES SEE PA Y W REMARKS T CT REMARKS W CO VA PH BK jBfKkHVCO A-24 N 12 APPLIANCE 1 2 AC N 3/4 75M 2 40 EX EX.D, 12 APPLI 350 r� - ADD 2-2'X6' Fr 1 AMU 5 6 DRYER HEADER 3/4 5500 2 30 6' 6'8' SL. DR. 0 7 LREMOVE EX EX, EX. DR. DOOR & PART A-24 A-24 12 DINING BATH 12 /2 0 6412 1 20 1 640 12 DISPOSAL REFRI 12 /2 1000 1 0 20 1 646 12 LIVNG j4 WASHER 120 1 640 12 DISHWASHER UTILITY 640 1 0640 12 BEDROOM j$ LIGHT 640 11 640 12BEDROOM 20 LIVING RM 6401 020 1 649 12 HALL LIGHTS 640 1 0-00 1 6 12 GENERAL 24 BED 640 1 01 fi49 12 GENERAL20 1 640 i/212 M. BATH U2jt3P���k TOTAL = 27740 1sT 100fl0 8 it = 10000 W A/C a 1o0Y. = yu00 REMAINDER a 407. = 3496 TOTAL LOAD = 22496 / 240 = 94A m ELECTRICAL NOTE 2. ALL CIRCUITS IN BEDROOMS REQUIRED TO BE ARCH FAULT PROTECTED 3, ELECTRICIAN VERIFY ALL EXIST CONDITIONS IN FIELD EXIST 2- 2' X 4' WD, TOPPLATE SIMPSON H2.5 @ EACH STUD, 1/2' DRYWALL 3- VTR I L A-9 L NEW i NEW WOOD DECK 0Z. NEW TTM 4* EXH FAN YLw BRAUN 40 CFM 4' DUCT THRU SIDE WALL PIPES 2' LESS 1/4' SLOPE ALL OTHERS 1/8' 7 SANITARY RISER NTS PLUMBING FIXT, MAX. FLOW RATE LAV. 2.2 GPM @ 60 PSI SHOWER HD 2.5 GPM @ 80 PSI WC 1.6 GALLONS PER EX FLUSH SINK FAUCET 2.2 GPM @ 60 PSI EXIST ROOF JOISTS GALV, MTL RUNNERS OR 2' X 4' FASTENERED TO SLAB 1/8'D X 1'L REDHEADS POWER -FAST, @ 24'O/C FIRE STOP @ 8' AFF BATT, INSUL. R=11 MIN.-- 1/2' GYPSUM WALLBD, EXISTING WOOD 3 1/2' GALV, MTL STUS @ 24'O/C FRAMING OR WD. STUDS @ 24'O/C GALV. MTL. RUNNER OR PT 2' X 4' FASTENERED TO SLAB EXISTING SLAB 1/8'D X 1'L REDHEADS POWER -FAST, @ 24'O/C EXISTING CONC. SLAB =� - 1 TYR IN -FILE DETAIL TYR INT. PARTITInNE W) -- A-1 3/4' = 1'-0' 3/4' = 1/-0' A-22 A-27 GFI NEW 1 - REMOVE EX. WINDOW & CLOSE IN SEE DETAIL EX. ELEC. MTR & DISC EX EX EX D W hiWFi NEW LAUND EX, UTILITY SK EX. PNL A //EX, DR. II EX LJ EX rX.D / EX E X , BED,EX A F�= w LD U Z Z H W I— A ♦H`�^ H Vl X w w ry 0 0 a a w o 8806INV Z L 6 9 - 0 2 6 - -� 9 6 X'OJ 06188 'Op!-Ao13 `!wo!w VCIIdO-l3 `H3d3S NOiW OS 'GA-lS 1S3N3V3S 'S LIILn µ µ a tU �u U 3 Vi 0E- �1 l lJ �� tOA� X WF-J\LLI � ^'pLLI M oif o8 � 6109-60C--Vq6 jai :-s q: -M2 MS MOOT f c CL A X• C41C3Q J • Lao ¢� o CL A Dt E- H X• J A Z J x NIHS>1❑❑�1 S CINVH31N k .Vcu 3Ln:eu A z3_3x o w a = 101 NOIlti/\0N3�! d CL N D 11 N cy— LD w LD U Z Z H W I— A ♦H`�^ H Vl X w w ry 0 tvI08 1H0IddO3 1331IH3dV `NIHSA00-1 'd 0 a a w o F- U a tU �u U 3 Vi 0E- 0.606 Luh 0 tOA� X WF-J\LLI � ^'pLLI M oif o8 � C3 x Z LLI � LL C3 CL A X• C41C3Q J • Lao ¢� N \ _ LOS U CL A Dt E- H X• J A Z J x tvI08 1H0IddO3 1331IH3dV `NIHSA00-1 'd 0 t I a a v W �o W O zof yw Q E J K :3 Ha O U Ix y Q J LLI y M t.. acm a X X `.. H 1— �3N W M oif o8 W C3 K C41C3Q �C- ¢� 3 CL A CK 3 X• J A W N y N 00 X 3Ln:eu A z3_3x y 0 t nrl a a v W �o � L W A Z zof yw Q E J K :3 Ha W Z Ix y Q J LLI y M t.. acm a X X `.. C3 (LLJ W A W O 0 t CK nrl a a v W W � O zof yw Q E J K :3 Ha W J 4 3 Ix y Q J LLI y M t.. acm a X X `.. Y y A u 3 CK nrl Vo a v o' W � w J QCie j cs F- 0 y x K �C- ¢� 3 CK 3 Z)v W N y > Q X A y z z a = Lo A H W LL. LL- U N W �¢ aU� V1 • _ y� F- vo Q W U pq ❑© a f A 0i El F- H 0 1 z N an nrl Vo v o' W � x f A 0i El F- H 0 1 z N an x x �C- Z)v z 3 1_ LL. -4 = CL N D 11 N cy— LD ALL- r L,� U Q "Z i U0 Q LLJ v 3 A 3 A 3 CL "D = V) �- ¢ C) °` dam' X PCI X It <C It U X (� 01 U F- d- CL Lj X CU F- IZ N Z� \ f A 0i El F- H 0 1 z N an Lo O Cu L7 CL 0 U U r ry ldrA REMOVE EXIST WINDOW IN FILL AREA 2' X 4' @ 12' ❑ C STUCCO TO MAT( WIRE LATH ON I ON 5/8' CDX PL TO MATCH EXIST 3-2/1 IN 2' CE 3 - 2/0 THWN CU IN 1 1/2' COND, #6 CU GROUND TO GROUND ROD L MTL CWP ELECTRICAL RISER TYPE MAX. FLOW RATE LAV, 2.2 GPM @ 60 PSI SHOWER HD MAIN BUS 150A WC VOLTAGE 120/240 PANEL - A NEUTRAL TYPE MULLI❑N MOUNTING 36' X 6'8' SEE ATTACH EX recessed SEE ATTACH LOCATION N X. DR. BK PH VA CO W REMARKS CT CT REMARKS W CO VA PH BK 20 1 1500 12 APPLIANCE i 2 AC 8 3/4 7500 2 40 20 1 1500 12 APPLIANCE 3 4 EX A Ex EX LEX,:DR, O V Co 50 2 9000 1 6 AHU 5 6 DRYER 8 3/4 5500 2 30 L� A-24 ........... Q 7 8 Z A-24 r-1 z z HEADER 3 20 1 1640 Q We 12 1 DINING 9 10 BATH 12 /2 640 1 20 20 1 640 12 1 DISPOSAL 12 REFRI 12 /2 1000 1 20 20 1 640 12 LIVING 14 WASHER 12 /2 1000 1 20 20 1 640 = 12 DISHWASHER 15 16 UTILITY 12 /2 640 1 20 2D 1 640 12 BEDROOM 18 LIGHT 12 /2 640 1 20 20 1 640 WE 12 BEDROOM 20 LIVING RM 12 /2 640 1 20 20 1 640 =12 FRONT HALL LIGHTS 12 /2 640 1 20 20 1 640 12 GENERAL 24 BED 12 /2 640 1 20 20 1 640 12 1 GENERAL 26 20 1 640 1/2 112 1 M. BATH 30 EW -22 32 CL _y22V AA N W NEW DI TOTAL = 27740 REMOVE 1sr 10010 a 100% = 10000 W NEW EX. DR A 3 A-3 A A/C 100% = 9000 W A-24 PANT GFI REMAINDER 8 40% = 3496 TOTAL LOAD = 22496 / 240 = 94A 3 SH M MST= 4' smrrARY LDs /2\ 0 PIPES 2' LESS 1/4' SLOPE ALL OTHERS 1/8' SANITARY RISER NTS ELECTRICAL NOTE 2 ALL CIRCUITS IN BEDROOMS REQUIRED TO BE ARCH FAULT PROTECTED 3, ELECTRICIAN VERIFY ALL EXIST CONDITIONS IN FIELD EXIST 2- 2' X 4" WD, TOPPLATE SIMPSON H2.5 @ EACH STUD, 1/2' DRYWALL BATT. INSUL. R=11 MIN, EXISTING WOOD FRAMING EXISTING SLAB TYR IN-F1LL DETATL A-9 L NEW a NEW WOOD 1 i DECK A-1 PLUMBING FIXT. MAX. FLOW RATE LAV, 2.2 GPM @ 60 PSI SHOWER HD 2,5 GPM @ 80 PSI WC 1.6 GALLONS PER Li FLUSH SINK FAUCET 2.2 GPM @ 60 PSI EXIST ROOF JOISTS 1 REMOVE EX. WINDOW & CLOSE IN SEE DETAIL EX. ELEC, EX MTR & DISC # IffX _ X{ D W G GFT NEW LAUND EX. UTILITY SK 0 EX, PNL A EX, DR. GALV, MTL RUNNERS OR 2' X 4' FASTENERED TO SLAB 1/8'D X 1'L REDHEADS POWER -FAST, @ 24'❑/C FIRE STOP @ 8' AFF 1/2' GYPSUM WALLBD, 3 1/2' GALV. MTL STUS @ 24'O/C OR WD. STUDS @ 24'❑/C GALV, MTL, RUNNER OR PT 2' X 4' FASTENERED TO SLAB 1/8'D X 1"L REDHEADS POWER -FAST. @ 24'O/C EXISTING CONC. SLAB TYR INT, PAR -I -IDN (N -W) EX, BED. EX Q FAN/LGHT EX EX EX EX EX Ex EX. DR. t X EXO 111 EX +EX EX EX EX. FOYER Ex �L J/ X (�"�`�X ( EX X, DR. 3 SCOPE OF WORK REPLACE EXISTING KITCHEN CABINETS, ADD NEW MASTER BATH, REPLACE KITCHEN SINK, REPLACE A-9 WC, LAV & RETILE SHOWER IN EXIST BATH ELECTRICAL AS SHOWN, PLUMBING AS SHOWN NEW EXHAUST FAN IN MASTER BATH, NEW EXH, HOOD REPLACE 2 DOORS AND ADD A DOOR, NEW r PLAN FLOER SCALE 1/4" = 1'-0" 0 FBC 2014 OCCUPANCY R-3 CONST. V - B EXISTING LEVEL Z ALT, FIXTURES TO BE 17 0 MPH 3 SEC GUST EXP C TOPLACE REMAIN) OCATI❑N ASCE 7-10 RISK CAT Z STRUCTURAL CONCRETE NOTES 1. ALL CONCRTE SHALL CONFORM TO ACT 318-77 AND SHALL HAVE A MIN. COMPRESSIVE STRENGHT OF Fc = 2500 psl 2. ALL REINFORCING STEEL SHALL BE ASTM DESINATION A615 GRADE 60 OR BETTER WITH A MIN. YIELD STRENGHT Fy = 60 KSI 3, ALL SPLICES AND LAPS SHALL CONFORM TO ACI 318 LATEST EDITION. 3 EXISTING KITCHEN CABINETS TO BE REPLACED _!j ALL STIRRUPS SHALL BE GRADE 6 5. THE MINIMUM SOIL BEARING CAPACITY SHALL BE 2000 PSF CONTRACTOR SHALL VERIFY AND PROOF TO THE ARCHITECT PRI❑R T❑ FOUNDATION AND FLOOR SLAB CONSTRUCTION. 6. FOOTINGS AND SLABS SHALL BE PLACED ON 95Y COMPACTED CLEAN FILL FREE OF ORGANICS AND DELETERIOUS MATERIALS. 7. ALL STEEL SHALL CONFORM TO AISC STANDARDS AND SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURL STEEL LATEST EDITION. B. ALL STRUCTURAL STEEL HOT ROLLED SHAPES SHALL BE ASTM A36 WITH A MINIMUM YIELD STRESS OF 36 KSI. 9. ALL STEEL TUBINS SHALL BE ASTN A 501, WITH Fy = 36 ksl NOTES 1, CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS, 2. THE CONTRACTOR SHALL PERFORM THE DEMOLITION WORK IN COMPLIANCE WITH ALL SFETY CODES AND REQUIREMENTS. 3. DEMOLITION AND REMOVAL OF WORK SHALL BE EXECUTED IN A ORDERLY MANNER, 4. CONTRACTORS SHALL COOPERATE WITH OTHER TRADES WHERE REMOVAL OF WORK IS AFFECTED BY THEIR WORK, 5. ALL OF THE DEMILISHED WORK SHALL BE REMOVED FORM THE SITE AREA AND DISPOSED OF LEGALLY, 6. THE CONTRACTOR SHALL CONDUCT DEMOLITION TO PREVENT DAMAGE TO ADJACENT STRUCTURES. 7, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGE TO TO EQUIPMENT, STRUCTURE ETC, AS A RESULT OF THIS WORK, MASONRY NOTES 1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS FOR MASONRY STRUCTURES CACI 530,1/ASCE 6) 2. MASONRY UNITS SHALL CONFORM TO ASTM C-90 AND SHALL HAVE A MINIMUM PRISM STRENGTH OF 1500 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM E-177 UNITS SHALL BE A MINIMUM OF 45 % SOLID. 4, USE TYPE ;S. MASONRY MORTAR IN ACCORDANCE WITH ASTM C-270 MASONRY UNITS SHALL " V"HAVE3/8' ULL'REDDING MORTAR PRTUDING INTO CELL CAVITIES TAHT ARE TO BE REINFORCED AND GROUTED SHALL BE REMOVED , ALLOW MINIMUM OF 24 HOURS FOR MORTAR TO CURE BEFORE PLACING GROUT. 5. GROUT TO BE USED IN FILLED CELLS SHALL BE PEA ROCK PUMP MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM C-1019 THE SLUMP SHALL BE 8-11 INCHES AND TESTED IN ACCORDANCE WITH ASTM C-143, S. GROUTED CELLS WITH REINFORCING SHALL BE A MIMIMUM 1 #5 VERT AT EACH CORNER WACH SIDE OF ALL OPENINGS AND MAXIMUM OF 8' THEREAFTER, 7. THE BEAM AND FILLED CELLS SHALL BE PLACED IN SPERATE LIFTS AND CONSOLIDATED AS REQUIRED TO COMPLETELY FILL EACH CELL, CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS FOR INSPECTION. 8, REINFORCING BARS SHALL NEW BILLET STEEL ASTM A 615 GRADE 60. LAP REINFORCING AS NOTED ON PLANS AND IN ACCORDANCE WITH ACI STANDARDS, BACKDRAF DAMPER KUUUM WHLL M I L CT THROOM EXHAUST N BRAUN OR EQUAL SEALANT AROUND DUCT EXISTING BLOCK WINDOW / DOOR SCHEDULE I) EX EX Q1-22-16 ELECTRICAL ID Li EX0 FAN/LGHT Ex TUB TYPE MULLI❑N 1. 36' X 6'8' SEE ATTACH EX N SEE ATTACH SWING N X. DR. EX Q M, BED, N S SWING EX 3. 36' X 6'8' SEE ATTACH SEE PA Y EX. DR. Ex SWING EX A-24 � EX BED. �24EX Ox D E:l ATN O EX A Ex EX LEX,:DR, O V Co o A-24 UQ I REMOVE EX, PART W L� A-24 ........... Q A-2 FI Z A-24 r-1 z z HEADER 3 Q t RE NEWNEW A i A-1 I- w u U X. DR. X 3 0NE, EX. DR. 9-25-15 DOOR & PAR A-24 A-24 D.LV ® ® EX LIVING RELOC. RECIRC EI 1 EXH FAN X, DR. Q FAN/LGHT _ _ EX, GAS EXH HOOD BRAUN EX A-9 STOVE � CFM AHU NEW ART. Q Ex NEW 4DUCT _ THRU SIDE WALL - NEW PLACE E X, K I T SK \ EW -22 P CL _y22V AA N W NEW DI REMOVE NEW EX. DR A 3 A-3 A W A-24 PANT GFI GF W 3 O M. B T 1 �-22 Ex A-3.::. q-3 Ld O EX GET G'F NEW I = `) A-22 GF NE NEWS N W PART, ZIQ A-27 "EW EX EX GFI NEW IK EX /-Qa F -X 11TN1TN1(; GALV, MTL RUNNERS OR 2' X 4' FASTENERED TO SLAB 1/8'D X 1'L REDHEADS POWER -FAST, @ 24'❑/C FIRE STOP @ 8' AFF 1/2' GYPSUM WALLBD, 3 1/2' GALV. MTL STUS @ 24'O/C OR WD. STUDS @ 24'❑/C GALV, MTL, RUNNER OR PT 2' X 4' FASTENERED TO SLAB 1/8'D X 1"L REDHEADS POWER -FAST. @ 24'O/C EXISTING CONC. SLAB TYR INT, PAR -I -IDN (N -W) EX, BED. EX Q FAN/LGHT EX EX EX EX EX Ex EX. DR. t X EXO 111 EX +EX EX EX EX. FOYER Ex �L J/ X (�"�`�X ( EX X, DR. 3 SCOPE OF WORK REPLACE EXISTING KITCHEN CABINETS, ADD NEW MASTER BATH, REPLACE KITCHEN SINK, REPLACE A-9 WC, LAV & RETILE SHOWER IN EXIST BATH ELECTRICAL AS SHOWN, PLUMBING AS SHOWN NEW EXHAUST FAN IN MASTER BATH, NEW EXH, HOOD REPLACE 2 DOORS AND ADD A DOOR, NEW r PLAN FLOER SCALE 1/4" = 1'-0" 0 FBC 2014 OCCUPANCY R-3 CONST. V - B EXISTING LEVEL Z ALT, FIXTURES TO BE 17 0 MPH 3 SEC GUST EXP C TOPLACE REMAIN) OCATI❑N ASCE 7-10 RISK CAT Z STRUCTURAL CONCRETE NOTES 1. ALL CONCRTE SHALL CONFORM TO ACT 318-77 AND SHALL HAVE A MIN. COMPRESSIVE STRENGHT OF Fc = 2500 psl 2. ALL REINFORCING STEEL SHALL BE ASTM DESINATION A615 GRADE 60 OR BETTER WITH A MIN. YIELD STRENGHT Fy = 60 KSI 3, ALL SPLICES AND LAPS SHALL CONFORM TO ACI 318 LATEST EDITION. 3 EXISTING KITCHEN CABINETS TO BE REPLACED _!j ALL STIRRUPS SHALL BE GRADE 6 5. THE MINIMUM SOIL BEARING CAPACITY SHALL BE 2000 PSF CONTRACTOR SHALL VERIFY AND PROOF TO THE ARCHITECT PRI❑R T❑ FOUNDATION AND FLOOR SLAB CONSTRUCTION. 6. FOOTINGS AND SLABS SHALL BE PLACED ON 95Y COMPACTED CLEAN FILL FREE OF ORGANICS AND DELETERIOUS MATERIALS. 7. ALL STEEL SHALL CONFORM TO AISC STANDARDS AND SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURL STEEL LATEST EDITION. B. ALL STRUCTURAL STEEL HOT ROLLED SHAPES SHALL BE ASTM A36 WITH A MINIMUM YIELD STRESS OF 36 KSI. 9. ALL STEEL TUBINS SHALL BE ASTN A 501, WITH Fy = 36 ksl NOTES 1, CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS, 2. THE CONTRACTOR SHALL PERFORM THE DEMOLITION WORK IN COMPLIANCE WITH ALL SFETY CODES AND REQUIREMENTS. 3. DEMOLITION AND REMOVAL OF WORK SHALL BE EXECUTED IN A ORDERLY MANNER, 4. CONTRACTORS SHALL COOPERATE WITH OTHER TRADES WHERE REMOVAL OF WORK IS AFFECTED BY THEIR WORK, 5. ALL OF THE DEMILISHED WORK SHALL BE REMOVED FORM THE SITE AREA AND DISPOSED OF LEGALLY, 6. THE CONTRACTOR SHALL CONDUCT DEMOLITION TO PREVENT DAMAGE TO ADJACENT STRUCTURES. 7, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGE TO TO EQUIPMENT, STRUCTURE ETC, AS A RESULT OF THIS WORK, MASONRY NOTES 1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS FOR MASONRY STRUCTURES CACI 530,1/ASCE 6) 2. MASONRY UNITS SHALL CONFORM TO ASTM C-90 AND SHALL HAVE A MINIMUM PRISM STRENGTH OF 1500 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM E-177 UNITS SHALL BE A MINIMUM OF 45 % SOLID. 4, USE TYPE ;S. MASONRY MORTAR IN ACCORDANCE WITH ASTM C-270 MASONRY UNITS SHALL " V"HAVE3/8' ULL'REDDING MORTAR PRTUDING INTO CELL CAVITIES TAHT ARE TO BE REINFORCED AND GROUTED SHALL BE REMOVED , ALLOW MINIMUM OF 24 HOURS FOR MORTAR TO CURE BEFORE PLACING GROUT. 5. GROUT TO BE USED IN FILLED CELLS SHALL BE PEA ROCK PUMP MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM C-1019 THE SLUMP SHALL BE 8-11 INCHES AND TESTED IN ACCORDANCE WITH ASTM C-143, S. GROUTED CELLS WITH REINFORCING SHALL BE A MIMIMUM 1 #5 VERT AT EACH CORNER WACH SIDE OF ALL OPENINGS AND MAXIMUM OF 8' THEREAFTER, 7. THE BEAM AND FILLED CELLS SHALL BE PLACED IN SPERATE LIFTS AND CONSOLIDATED AS REQUIRED TO COMPLETELY FILL EACH CELL, CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS FOR INSPECTION. 8, REINFORCING BARS SHALL NEW BILLET STEEL ASTM A 615 GRADE 60. LAP REINFORCING AS NOTED ON PLANS AND IN ACCORDANCE WITH ACI STANDARDS, BACKDRAF DAMPER KUUUM WHLL M I L CT THROOM EXHAUST N BRAUN OR EQUAL SEALANT AROUND DUCT EXISTING BLOCK WINDOW / DOOR SCHEDULE O - Q1-22-16 ELECTRICAL ID ROUGH OPENING WIND PRESS, EX0 FAN/LGHT Ex EX TYPE MULLI❑N 1. 36' X 6'8' SEE ATTACH EX N SEE ATTACH SWING N 2, 30' X 6'8' SEE ATTACH M, BED, N S SWING EX 3. 36' X 6'8' SEE ATTACH SEE PA Y EX. DR. Ex SWING � A-24 (Z V J Ex E] NEW PART. E:l O EX A EX EX O V Co o X. D . UQ I J W L� ADD 2-2'X6' Q A-2 E— V) Z A-24 r-1 z z HEADER 3 E❑ Z Q > w ry<l: � J W a I- w u U Q w NEW REMOVE EX. EX. DR. 9-25-15 DOOR & PAR A-24 A-24 A-1 ® ® EX LIVING X, DR. Q FAN/LGHT GALV, MTL RUNNERS OR 2' X 4' FASTENERED TO SLAB 1/8'D X 1'L REDHEADS POWER -FAST, @ 24'❑/C FIRE STOP @ 8' AFF 1/2' GYPSUM WALLBD, 3 1/2' GALV. MTL STUS @ 24'O/C OR WD. STUDS @ 24'❑/C GALV, MTL, RUNNER OR PT 2' X 4' FASTENERED TO SLAB 1/8'D X 1"L REDHEADS POWER -FAST. @ 24'O/C EXISTING CONC. SLAB TYR INT, PAR -I -IDN (N -W) EX, BED. EX Q FAN/LGHT EX EX EX EX EX Ex EX. DR. t X EXO 111 EX +EX EX EX EX. FOYER Ex �L J/ X (�"�`�X ( EX X, DR. 3 SCOPE OF WORK REPLACE EXISTING KITCHEN CABINETS, ADD NEW MASTER BATH, REPLACE KITCHEN SINK, REPLACE A-9 WC, LAV & RETILE SHOWER IN EXIST BATH ELECTRICAL AS SHOWN, PLUMBING AS SHOWN NEW EXHAUST FAN IN MASTER BATH, NEW EXH, HOOD REPLACE 2 DOORS AND ADD A DOOR, NEW r PLAN FLOER SCALE 1/4" = 1'-0" 0 FBC 2014 OCCUPANCY R-3 CONST. V - B EXISTING LEVEL Z ALT, FIXTURES TO BE 17 0 MPH 3 SEC GUST EXP C TOPLACE REMAIN) OCATI❑N ASCE 7-10 RISK CAT Z STRUCTURAL CONCRETE NOTES 1. ALL CONCRTE SHALL CONFORM TO ACT 318-77 AND SHALL HAVE A MIN. COMPRESSIVE STRENGHT OF Fc = 2500 psl 2. ALL REINFORCING STEEL SHALL BE ASTM DESINATION A615 GRADE 60 OR BETTER WITH A MIN. YIELD STRENGHT Fy = 60 KSI 3, ALL SPLICES AND LAPS SHALL CONFORM TO ACI 318 LATEST EDITION. 3 EXISTING KITCHEN CABINETS TO BE REPLACED _!j ALL STIRRUPS SHALL BE GRADE 6 5. THE MINIMUM SOIL BEARING CAPACITY SHALL BE 2000 PSF CONTRACTOR SHALL VERIFY AND PROOF TO THE ARCHITECT PRI❑R T❑ FOUNDATION AND FLOOR SLAB CONSTRUCTION. 6. FOOTINGS AND SLABS SHALL BE PLACED ON 95Y COMPACTED CLEAN FILL FREE OF ORGANICS AND DELETERIOUS MATERIALS. 7. ALL STEEL SHALL CONFORM TO AISC STANDARDS AND SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURL STEEL LATEST EDITION. B. ALL STRUCTURAL STEEL HOT ROLLED SHAPES SHALL BE ASTM A36 WITH A MINIMUM YIELD STRESS OF 36 KSI. 9. ALL STEEL TUBINS SHALL BE ASTN A 501, WITH Fy = 36 ksl NOTES 1, CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS, 2. THE CONTRACTOR SHALL PERFORM THE DEMOLITION WORK IN COMPLIANCE WITH ALL SFETY CODES AND REQUIREMENTS. 3. DEMOLITION AND REMOVAL OF WORK SHALL BE EXECUTED IN A ORDERLY MANNER, 4. CONTRACTORS SHALL COOPERATE WITH OTHER TRADES WHERE REMOVAL OF WORK IS AFFECTED BY THEIR WORK, 5. ALL OF THE DEMILISHED WORK SHALL BE REMOVED FORM THE SITE AREA AND DISPOSED OF LEGALLY, 6. THE CONTRACTOR SHALL CONDUCT DEMOLITION TO PREVENT DAMAGE TO ADJACENT STRUCTURES. 7, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGE TO TO EQUIPMENT, STRUCTURE ETC, AS A RESULT OF THIS WORK, MASONRY NOTES 1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS FOR MASONRY STRUCTURES CACI 530,1/ASCE 6) 2. MASONRY UNITS SHALL CONFORM TO ASTM C-90 AND SHALL HAVE A MINIMUM PRISM STRENGTH OF 1500 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM E-177 UNITS SHALL BE A MINIMUM OF 45 % SOLID. 4, USE TYPE ;S. MASONRY MORTAR IN ACCORDANCE WITH ASTM C-270 MASONRY UNITS SHALL " V"HAVE3/8' ULL'REDDING MORTAR PRTUDING INTO CELL CAVITIES TAHT ARE TO BE REINFORCED AND GROUTED SHALL BE REMOVED , ALLOW MINIMUM OF 24 HOURS FOR MORTAR TO CURE BEFORE PLACING GROUT. 5. GROUT TO BE USED IN FILLED CELLS SHALL BE PEA ROCK PUMP MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM C-1019 THE SLUMP SHALL BE 8-11 INCHES AND TESTED IN ACCORDANCE WITH ASTM C-143, S. GROUTED CELLS WITH REINFORCING SHALL BE A MIMIMUM 1 #5 VERT AT EACH CORNER WACH SIDE OF ALL OPENINGS AND MAXIMUM OF 8' THEREAFTER, 7. THE BEAM AND FILLED CELLS SHALL BE PLACED IN SPERATE LIFTS AND CONSOLIDATED AS REQUIRED TO COMPLETELY FILL EACH CELL, CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS FOR INSPECTION. 8, REINFORCING BARS SHALL NEW BILLET STEEL ASTM A 615 GRADE 60. LAP REINFORCING AS NOTED ON PLANS AND IN ACCORDANCE WITH ACI STANDARDS, BACKDRAF DAMPER KUUUM WHLL M I L CT THROOM EXHAUST N BRAUN OR EQUAL SEALANT AROUND DUCT EXISTING BLOCK WALL 0 BATH EXH FAVI BCT, 3/4' = 1'-0' PMIT NO K ALL WORK INVOLVED ON HIS PERMITSBALL UK [ TLI ALL Ctr Y OF BOY TON 13EACH BUILDING CODES- PBy: Date. REVISIONS WINDOW / DOOR SCHEDULE �2 11-22-15 Q1-22-16 ELECTRICAL ID ROUGH OPENING WIND PRESS, MANUF. EGRESS SHUTTER PRODUCT APPROVAL TYPE MULLI❑N 1. 36' X 6'8' SEE ATTACH SEE PA Y N SEE ATTACH SWING N 2, 30' X 6'8' SEE ATTACH SEE PA Y N SEE ATTACH SWING N 3. 36' X 6'8' SEE ATTACH SEE PA Y N SEE ATTACH SWING N WALL 0 BATH EXH FAVI BCT, 3/4' = 1'-0' PMIT NO K ALL WORK INVOLVED ON HIS PERMITSBALL UK [ TLI ALL Ctr Y OF BOY TON 13EACH BUILDING CODES- PBy: Date. REVISIONS 1Q 10-6-15 �2 11-22-15 Q1-22-16 ELECTRICAL AS BUILT +> mm U CD -� I o S oM U m Lo LO orl) X u CS (Z V J E] E:l O V) � m S C7 L� DD d O V Co O d ryW L� CD UQ H CLQ J W L� U Q w m E— V) Z z F-1 r-1 z z E❑ Z Q > w ry<l: � J W a I- w u U Q w 9-25-15 A-1 OF 2 -2 REMOVE EXIST WINDOW IN FILL AREA 2' X 4' @ 12' ❑ C STUCCO TO MAT( WIRE LATH ON I ON 5/8' CDX PL TO MATCH EXIST 3-2/C IN 2' CE 3 - 2/0 THWN CU IN 1 1/2" COND. #6 CU GROUND TO GROUND ROD & MTL CWP ELECTRICAL RISER TYPE MAX. FLOW RATE LAV. 2.2 GPM @ 60 PSI SHOWER HD MAIN BUS 150A WC VOLTAGE 120/240 PANEL - A NEUTRAL TYPE MULLI❑N 1. MOUNTING SEE PA Y N recessed SWING LOCATION 2. 30' X 6'8' SEE ATTACH BK PH VA CO W REMARKS CT CT REMARKS W CO VA PH BK 20 1 1500 12 APPLIANCE 1 2 AC a 3/4 7500 2 40 20 i 1500 12 APPLIANCE 3 4 DD d ry O� -5 1 0 O Co CD M+ F--1 ru o C:) Q 50 2 9000 1 6 AHU 5 6 DRYER a 3/4 5500 2 30 U Q LJ m F- 7 z I I o l l 17-1 P- Z H F- Q O W ED 20 i 640 12 DINING BATH 12 /2 640 1 0 20 1 640 12 DISPOSAL 12 REFRI 12 /2 1000 i 20 20 1 640 12 LIVING14 WASHER 12 /2 1000 120 20 1 640 12 DISHWASHER UTILITY 12 /2 1/2 640 1 20 20 1 640 12 BEDR013M18 LIGHT 12 /2 640 1 20 20 1 649 12 BEDROOM J.9 P_o LIVING RM 12 /2 640 1 20 20 1 640 T7r 12 FRONT HALL LIGHTS 12 640 1 20 20 11 1640 12 IGENERAL 24 BED 12 /2 640 1 120 20 i 1640 WE 12 1GENERAL 20 1 640 1/2 12 1 M. BATH 127 30 32 TOTAL = 27740 1ST 10000 8 100X = 10000 W A/C a 100/ = 9000 REMAINDER 2 40% = 3496 TOTAL LOAD = 22496 / 240 = 94A ELECTRICAL NOTE 2. ALL CIRCUITS IN BEDROOMS REQUIRED TO BE ARCH FAULT PROTECTED 3. ELECTRICIAN VERIFY ALL EXIST CONDITIONS IN FIELD EXIST 2- 2' X 4' WD, TOPPLATE SIMPSON H2.5 @ EACH STUD. 1/2' DRYWALL BATT, INSUL. R=11 MIN. EXISTING WOOD FRAMING EXISTING SLAB TYR IN -FILL DETAIL TO MaSTM 4' Smoofty in s A2 PIPES 2' LESS 1/4' SLOPE ALL ❑THEE SANITARY RISER r A-9 � NEW 11 r '� NEW WOOD 1 DECK A-1 PLUMBING FIXT. MAX. FLOW RATE LAV. 2.2 GPM @ 60 PSI SHOWER HD 2.5 GPM @ 80 PSI WC 1.6 GALLONS PER ROUGH OPENING WIND PRESS. FLUSH SINK FAUCET 2.2 GPM @ 60 PSI EXIST ROOF JOISTS GALV, MTL RUNNERS OR 2' X 4' FASTENERED TO SLAB 1/8'D X 1'L REDHEADS POWER -FAST, @ 24'O/C FIRE STOP @ 8' AFF 1/2' GYPSUM WALLBD. NEW EXH FAN BRAUN 40 CFM 4' DUCT THRU SIDE WALL - 3 1/2' GALV. MTL STUS @ 24'O/C OR WD. STUDS @ 24'0/C GALV, MTL. RUNNER OR PT 2' X 4' FASTENERED TO SLAB 1/8'D X 1'L REDHEADS POWER -FAST. @ 24.O/C EXISTING CONC, SLAB TYR INT. PARTITION (NEW) A-22 A-27 GFI NEW 1 - REMOVE EX. WINDOW & CLOSE IN SEE DETAIL EX. ELEC. MTR & DISC EX EX 8 D W NEW LAUND SK � EX. UTILITY F \ EX. PNL A ��EXDR. II EX EX EX O E X , BED, A=24GE EX EX R. REMOVE EX. A-24 PART �Q n M. B TI4 NEW A-22 ,_Qrr ' J TUB (X.:DR. Q ATH A-24 Fr____i , V1X ' RE NEW -IFT_ O O A-1 GEW =`D.LVr N_ 180 NEW RELOC, RECIRC EX, GAS EXH HOOD EX A-9 STOVE _ / AHU NEW EX RT. O NEW NEW ............... NEW E X ,KIT REPLACE SK[L r EW � C L -�2 NEW NEW DIS( ` REMOVE NEWEX. DR A-24 PANT 1 Li -22 > O EX J a A 2 = 1 GNEFwI 7 N _T A-24 NEW 0 EX DINING NEW PART, EXO FAN/LGHT LEX. EX EX M. BED' DR. A-24 (D NEW _ A-24- 'NEW PART. 0 EX Ax,D EX ADD 2-2'X6' HEADER 6' 6'8' SL. DR. EX REMOVE EX. EX. DR. DOOR & PART A-24 A-24 ® ® EX. LIVING O FAN/LGHT EX, BED, EXO FAN/LGHT EX EX EX EX EX EX �X EX. DR. +EX +EX EX+ EX, FOYER EX EX FLF111R PIAN SCOPE OF WORK - - - - -- REPLACE REPLACE EXISTING KITCHEN CABIN �`', AP1 �NEW MASTER BATH, REPLACE KITCHEN REPI-ACE A-9 WC, LAV & RETILE SHOWER IN EXIST BATH ELECTRICAL AS SHOWN, PLUMBING NEW EXHAUST FAN IN MASTER __BATF, NEW -EXH,- Hf�OD REPLACE 2 DOORS AND ADD A ��Cr❑fz, NEW .ter Ri..' EX EX SCALE 1/4" = 1'-0" EBC 2014 Q OCCUPANCY R-3 CONST, V - B EXISTING LEVEL 2 ALT, FIXTURES TO BE 170 MPH 3 SEC GUST EXP C TOPREMAIN) LACE ❑CATI❑N ASCE 7-10 RISK CAT 2 STRUCTURAL CONCRETE NOTES 1. ALL CONCRTE SHALL CONFORM TO ACI 318-77 AND SHALL HAVE A MIN. COMPRESSIVE STRENGHT OF Fc = 2500 psi 2. ALL REINFORCING STEEL SHALL BE ASTM DESINATION A615 GRADE 60 OR BETTER WITH A MIN, YIELD STRENGHT Fy = 60 KSI 3. ALL SPLICES AND LAPS SHALL CONFORM TO AGI 318 LATEST EDITION. EXISTING KITCHEN 4 ALL BE GRADE 60. 5. THE MINIMUM SOIL BEARING CAPACITY SHALL BE 2000 PSF CONTRACTOR SHALL VERIFY AND PROOF TO THE ARCHITECT PRIOR TO FOUNDATION AND ❑❑R SLCONSTRUCTION. CABINETS TO 6, FOOTINGS AND SLABS SHALL BE PLACED ON 95% COMPACTED BE REPLACED CLEAN FILL FREE OF ORGANICS AND DELETERIOUS MATERIALS. 7. ALL STEEL SHALL CONFORM TO AISC STANDARDS AND SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURL STEEL LATEST EDITION. S. ALL STRUCTURAL STEEL HOT ROLLED SHAPES SHALL BE ASTM A36 WITH A MINIMUM YIELD STRESS OF 36 KSI. 9. ALL STEEL TUBINS SHALL BE ASTN A 501, WITH Fy = 36 ksi NOTES L CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS. 2. THE CONTRACTOR SHALL PERFORM THE DEMOLITION WORK IN COMPLIANCE WITH ALL SFETY CODES AND REQUIREMENTS. 3. DEMOLITION AND REMOVAL OF WORK SHALL BE EXECUTED IN A ORDERLY MANNER. 4. CONTRACTORS SHALL COOPERATE WITH OTHER TRADES WHERE REMOVAL OF WORK IS AFFECTED BY THEIR WORK, 5. ALL OF THE DEMILISHED WORK SHALL BE REMOVED FORM THE SITE AREA AND DISPOSED OF LEGALLY. 6. THE CONTRACTOR SHALL CONDUCT DEMOLITION TO PREVENT DAMAGE TO ADJACENT STRUCTURES, 7. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGE TO TO EQUIPMENT, STRUCTURE ETC. AS A RESULT OF THIS WORK, MASONRY NOTES 1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS FOR MASONRY STRUCTURES CACI 530.1/ASCE 6) 2. MASONRY UNITS SHALL CONFORM TO ASTM C-90 AND SHALL HAVE A MINIMUM PRISM STRENGTH OF 1500 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM E-177 UNITS SHALL BE A MINIMUM OF 45 X SOLID. 4. USE TYPE 'S' MASONRY MORTAR IN ACCORDANCE WITH ASTM C-270 MASONRY UNITS SHALL - HAVE3/8' FULL BEDDING MORTAR PRTUDING INTO CELL CAVITIES TART ARE TO BE REINFORCED AND GROUTED SHALL BE REMOVED . ALLOW MINIMUM OF 24 HOURS FOR MORTAR TO CURE BEFORE PLACING GROUT. 5. GROUT TO BE USED IN FILLED CELLS SHALL BE PEA ROCK PUMP MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM C-1019 THE SLUMP SHALL BE 8-11 INCHES AND TESTED IN ACCORDANCE WITH ASTM C-143. 6. GROUTED CELLS WITH REINFORCING SHALL BE A MIMIMUM 1 #5 VERT AT EACH CORNER WACH SIDE OF ALL OPENINGS AND MAXIMUM OF 8' THEREAFTER. 7. THE BEAM AND FILLED CELLS SHALL BE PLACED IN SPERATE LIFTS AND CONSOLIDATED AS REQUIRED TO COMPLETELY FILL EACH CELL. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS FOR INSPECTION. 8. REINFORCING BARS SHALL NEW BILLET STEEL ASTM A 615 GRADE 60. LAP REINFORCING AS NOTED ON PLANS AND IN ACCORDANCE WITH ACI STANDARDS. ,oma RONFOGED uwonwm GgNTRUGTIGN c.. •----__..-. --.-- BY A -. --_..- _._-.--.-... BACKDRAF DAMPER KUUUM WALL M I L CT THROOM EXHAUST N BRAUN OR EQUAL SEALANT -/ AROUND DUCT EXISTING BLOCK WALL A BATH EXH, FAN DET. 3/4' = 1'-0' WINDOW / DOOR , 11-22-15 EX O ID ROUGH OPENING WIND PRESS. EXO FAN/LGHT LEX. EX EX M. BED' DR. A-24 (D NEW _ A-24- 'NEW PART. 0 EX Ax,D EX ADD 2-2'X6' HEADER 6' 6'8' SL. DR. EX REMOVE EX. EX. DR. DOOR & PART A-24 A-24 ® ® EX. LIVING O FAN/LGHT EX, BED, EXO FAN/LGHT EX EX EX EX EX EX �X EX. DR. +EX +EX EX+ EX, FOYER EX EX FLF111R PIAN SCOPE OF WORK - - - - -- REPLACE REPLACE EXISTING KITCHEN CABIN �`', AP1 �NEW MASTER BATH, REPLACE KITCHEN REPI-ACE A-9 WC, LAV & RETILE SHOWER IN EXIST BATH ELECTRICAL AS SHOWN, PLUMBING NEW EXHAUST FAN IN MASTER __BATF, NEW -EXH,- Hf�OD REPLACE 2 DOORS AND ADD A ��Cr❑fz, NEW .ter Ri..' EX EX SCALE 1/4" = 1'-0" EBC 2014 Q OCCUPANCY R-3 CONST, V - B EXISTING LEVEL 2 ALT, FIXTURES TO BE 170 MPH 3 SEC GUST EXP C TOPREMAIN) LACE ❑CATI❑N ASCE 7-10 RISK CAT 2 STRUCTURAL CONCRETE NOTES 1. ALL CONCRTE SHALL CONFORM TO ACI 318-77 AND SHALL HAVE A MIN. COMPRESSIVE STRENGHT OF Fc = 2500 psi 2. ALL REINFORCING STEEL SHALL BE ASTM DESINATION A615 GRADE 60 OR BETTER WITH A MIN, YIELD STRENGHT Fy = 60 KSI 3. ALL SPLICES AND LAPS SHALL CONFORM TO AGI 318 LATEST EDITION. EXISTING KITCHEN 4 ALL BE GRADE 60. 5. THE MINIMUM SOIL BEARING CAPACITY SHALL BE 2000 PSF CONTRACTOR SHALL VERIFY AND PROOF TO THE ARCHITECT PRIOR TO FOUNDATION AND ❑❑R SLCONSTRUCTION. CABINETS TO 6, FOOTINGS AND SLABS SHALL BE PLACED ON 95% COMPACTED BE REPLACED CLEAN FILL FREE OF ORGANICS AND DELETERIOUS MATERIALS. 7. ALL STEEL SHALL CONFORM TO AISC STANDARDS AND SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURL STEEL LATEST EDITION. S. ALL STRUCTURAL STEEL HOT ROLLED SHAPES SHALL BE ASTM A36 WITH A MINIMUM YIELD STRESS OF 36 KSI. 9. ALL STEEL TUBINS SHALL BE ASTN A 501, WITH Fy = 36 ksi NOTES L CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS. 2. THE CONTRACTOR SHALL PERFORM THE DEMOLITION WORK IN COMPLIANCE WITH ALL SFETY CODES AND REQUIREMENTS. 3. DEMOLITION AND REMOVAL OF WORK SHALL BE EXECUTED IN A ORDERLY MANNER. 4. CONTRACTORS SHALL COOPERATE WITH OTHER TRADES WHERE REMOVAL OF WORK IS AFFECTED BY THEIR WORK, 5. ALL OF THE DEMILISHED WORK SHALL BE REMOVED FORM THE SITE AREA AND DISPOSED OF LEGALLY. 6. THE CONTRACTOR SHALL CONDUCT DEMOLITION TO PREVENT DAMAGE TO ADJACENT STRUCTURES, 7. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGE TO TO EQUIPMENT, STRUCTURE ETC. AS A RESULT OF THIS WORK, MASONRY NOTES 1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS FOR MASONRY STRUCTURES CACI 530.1/ASCE 6) 2. MASONRY UNITS SHALL CONFORM TO ASTM C-90 AND SHALL HAVE A MINIMUM PRISM STRENGTH OF 1500 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM E-177 UNITS SHALL BE A MINIMUM OF 45 X SOLID. 4. USE TYPE 'S' MASONRY MORTAR IN ACCORDANCE WITH ASTM C-270 MASONRY UNITS SHALL - HAVE3/8' FULL BEDDING MORTAR PRTUDING INTO CELL CAVITIES TART ARE TO BE REINFORCED AND GROUTED SHALL BE REMOVED . ALLOW MINIMUM OF 24 HOURS FOR MORTAR TO CURE BEFORE PLACING GROUT. 5. GROUT TO BE USED IN FILLED CELLS SHALL BE PEA ROCK PUMP MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM C-1019 THE SLUMP SHALL BE 8-11 INCHES AND TESTED IN ACCORDANCE WITH ASTM C-143. 6. GROUTED CELLS WITH REINFORCING SHALL BE A MIMIMUM 1 #5 VERT AT EACH CORNER WACH SIDE OF ALL OPENINGS AND MAXIMUM OF 8' THEREAFTER. 7. THE BEAM AND FILLED CELLS SHALL BE PLACED IN SPERATE LIFTS AND CONSOLIDATED AS REQUIRED TO COMPLETELY FILL EACH CELL. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS FOR INSPECTION. 8. REINFORCING BARS SHALL NEW BILLET STEEL ASTM A 615 GRADE 60. LAP REINFORCING AS NOTED ON PLANS AND IN ACCORDANCE WITH ACI STANDARDS. ,oma RONFOGED uwonwm GgNTRUGTIGN c.. •----__..-. --.-- BY A -. --_..- _._-.--.-... BACKDRAF DAMPER KUUUM WALL M I L CT THROOM EXHAUST N BRAUN OR EQUAL SEALANT -/ AROUND DUCT EXISTING BLOCK WALL A BATH EXH, FAN DET. 3/4' = 1'-0' PE 15 ALL V1,fj'RK1fVvo; Vu �_, 191-4,1- / REVISIONS WINDOW / DOOR SCHEDULE 11-22-15 ID ROUGH OPENING WIND PRESS. MANUF, EGRESS SHUTTER PRODUCT APPROVAL TYPE MULLI❑N 1. 36' X 618' SEE ATTACH SEE PA Y N SEE ATTACH SWING N 2. 30' X 6'8' SEE ATTACH SEE PA Y N SEE ATTACH SWING N 3. 36' X 6'8' SEE ATTACH SEE PA Y N SEE ATTACH SWING N PE 15 ALL V1,fj'RK1fVvo; Vu �_, 191-4,1- / REVISIONS �1 10-6-15 11-22-15 � U o n ' O W Ll 4-'1 o-_ C CD M U mLn i Q Lo rn V V ' -11 V J a CD �� (y) sm DD d ry O� -5 1 0 O Co CD M+ F--1 ru o C:) Q W UQ L� U Q LJ m F- z z I I o l l 17-1 P- Z H F- Q O W ED Z Q > W ry � J W Q LJ u v w N 9-25-15 1 OF 2