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DRAWINGSCREATE OPENING IN c� EXISTING MASONRY WALL \�� REFER TO STRUC. DETAIL 3/A-03 X I ST. 5TO A E (PART OF ADJACENT PROPERTY) _i3 - - - - - - T J ---�T - ALL EX15TING PLUMBING FIXTURES, ALL EXISTING EXTERIOR i� I i I /// VANITIES, AND FINISHES FROM ALL I BE DOORS ARE TO BE REPLACED K� I I -- �-r� / EXISTING BATHROOMS ARE z U m I WITH NEW IMPACT -RESISTANT T REMOVED. TUB 15 TO BE REM OVV ED. a i EXISTING SLIDING DOORS TO DOORS, TYPICAL. SEE ATI I i o AIR OF SCHEDULE FOR DETAILS I �- 1 1 BE REPLACED WITH P z Q SINGLE -HUNG WINDOWS. SEE o EMS SCHEDULE FOR DETAILS EX15TING � i SUNFICOM o I - - - - - - - - - - J i 4/1 I (� O� III I F I I I �EXISTING E----------------------- MASTER 5EPROOM NOTES: I. ALL EXISTING FLOOR AND WALL/ LEGAL DE:3CRIPTION EXISTING LOAD BEARING MASONRY WALL TO REMAIN 77 50YNTON BEACH n FIN15HE5 SHALL BE BE SUBDI` 16ION STUDS AT 16' O.C. 4' NOMINAL /Fxll� WIDTH (3 5/8' ACTUAL) UNLESS OTHERWISE NOTED TOTAL GROSS SQUARE FOOTAGE 1,668.5 S.F. REMOVED. 2014 FLORIDA RESIDENTIAL BUILDING CODE 2014 FLORIDA BUILDING CODE -EXISTING BUILDING ALL INTERIOR WALLS TO BE E:X16TING PARTITION INSULATED W/ R-11 BATT WALL TO REMAIN INSULATION 2. ALL EXISTING SOFFITS TO BE EX161INe _T -T -1 r-T-� ALL INTERIOR DOORS TO REMOVED, S A L ON REPLACED. SEE SCHEDULE I E X i ST. I I I I FOR ALL DOOR WIDTH AND ti G % G % HEIGHTS 3. ALL EXISTING PLUMBING LINES EXISTING DOOR/BI-FOLD N 1 S al'a I I I I EXIST I TO BE REMOVED ARE TO BE CAPPED FOR FUTURE USE. I 4. ALL EXISTING PLUMBING - - - - - - - I I FIXTURES SHALL BE REMOVED EXi ST. CL. I I { I L -L------ 1- �� i I I z h/ EXISTiNC -------��--,--i-�- --------, i ► i KITG E I i n Q -------------------- � I III I 1 it XI5T.i 1I ii i I 1 I I i i --t- ALL EXISTING -T' r �Qw z� z a o 1 r---1 CABINETS AND I I I I APPLIANCES ARE TO I i t w uj tv I - I- J L -i I- J I I I I BE REMOVED, I I I 1 1 I a EXISTING; i ► { I 1 1 EXISTING // \ �� / ��� FOYER { I �------- - { I /^�I 1 I 5EDROOM 2 /�/ (�) II L- � � II �--- ALL EXISTING EXTERIOR I I 1 1 f ST fNGz �� I I IIEx15T STORAGE/'H _ WINDOWS t0 BE REPLACED III I { ATI 2 COAT UT I L I T'T' WITH NEW IMPACT-RE515TANT 1 I!I GIoOSET WINDOWS. III I i T 1 /// \ II'GL /�/i EXISTING ENTRY DOOR TO BE REMOVED AND REPLACED WITH NEW IMPACT RESISTANT ENTRY DOOR 1 DEMOLITION PLAN A-Oi 1/4„ = I'_V DEMOLITION NOTES 1. PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES. PROVIDE ALL NEGE55ARY SIGNS, BARRIERS, RAILING, ETC, TO ENSURE SECURITY AND SAFETY. PROVIDE TEMPORARY PROTECTION TO ADJACENT AREA& NOT DESIGNED FOR DEMOLITION, PREVENT UNAUTHORIZED BUILDING ACCESS THROUGHOUT DEMOLITION, OBTAIN ALL NEGE55ARY PERMITS PRIOR TO PERFORMING WORK, 2, ALL EXTERIOR SLIDING DOORS (TOTAL OF 2) ARE TO BE REMOVED AND REPLACED. OPENING FOR SLIDING GLASS DOOR 3 15 TO BE MODIFIED, 3, ALL EXISTING WINDOWS ARE TO BE REMOVED/REPLACED. 4. NEW OPENINGS ARE TO BE CREATED IN EX15TING WALL FOR NEW WINDOWS AS INDICATED IN PLAN, 5. ALL EXISTING TRIM, DOORS, APPLIANCES, AND CABINETS ARE t0 BE REMOVED. 6, EX15TING AIR HANDLER/CONDEN5ING UNIT AND WATER HEATER TO REMOVED/REPLACED, 1. ALL EX15TING MECHANICAL DUCT WORK 15 TO BE REMOVED FROM EXISTING ATTIC SPACE. S. REMOVE ALL PLUMBING AND ELECTRICAL FIXTURES, SWITCHES, OUTLETS AND PHONE JACK& AS INDICATED IN THE PLAN. 9, BATHROOMS ARE TO HAVE ALL FINISHES, PLUMBING FIXTURES, AND CABINETS REMOVED. 10. TERMINATE PLUMBING AND ELECTRICAL WORK WHERE FIXTURES OR PARTITIONS ARE REMOVED BY DEAD -ENDING PIPING AND WIRES IN A SAFE, CODE CONFORMING AND PERMANENT MANNER 11, REMOVE ALL EXISTING FIN(&HES (INCLUDING WALL COVERINGS, BASE, MOULDINGS, TRIM AND FLOOR FINISHES) AS REQUIRED TO COMPLETE NEW CONSTRUCTION. 12, WHERE EXISTING WORK AND FIN15HE5 ARE SCHEDULED TO BE REMOVED, LEAVE SURFACES REPAIRED AND READY TO RECEIVE NEW WORK 13. PROVIDE TEMPORARY PROTECTION TO ADJACENT AREAS NOT DESIGNATED FOR DEMOLITION TO SECURE THEM FROM DUST AND DEBRIS, WATER DAMAGE, ETC. 14, EXERG15E CAUTION IN REMOVING MATERIALS ATTACHED TO OF NEAR EXISTING STRUCTURAL ELEMENTS. PROVIDE ADEQUATE BRACING OR 5WORING AS REQUIRED. 15, ALL BATHROOM PLUMBING FIXTURES, CABINETS, AND FINISHES ARE TO BE REMOVED, 16. NOTIFY ARCHITECT IF A55E5TO5 15 SUSPECTED IN DEMOLITION AREAS. A65E5TO5 REMOVAL. EX15TIN-6 ELEC. PANEL TO BE REMOVED MODIFY E15TING DOOR OPENING FOR NEW WINDOW, REFER TO DETAIL 5/A-03 EX15TING CCURT�T'A D NOTES: 1, EXISTING CONCRETE 5LA5 TO BE REMOVED. TRU55 MODIFICATION NOTE ALL TRAY CEILINGS INDICATED ON PLANS, THROUGHOUT THE RESIDENCE ARE NEW. EXISTING TRU55E5 ARE TO BE MODIFIED TO ACCOMMODATE NEW TRAY CEILINGS. TRU55 FABRICATOR 15 TO PROVIDE TW65 MODIFICATION SHOP DRAWINGS FOR NEW TRAY CEILINGS WITH ARE TO BE PROVIDED FOR REVIEW WITH TIRL165 MODIFICATIONS, TRELL15 NOTE ALUMINUM TRELLIS SHALL HAVE MATTE POWER COAT WITH KYNAR PAINT FINISH. CONTRACTOR 15 TO PROVIDE SHOP DRAWINGS WITH INSTALLATION DETAILS FOR THE ARCHITECT'S APPROVAL. e'i 50L LEGsEND LEGAL DE:3CRIPTION EXISTING LOAD BEARING MASONRY WALL TO REMAIN NEW NON -LOAD BEARING 50YNTON BEACH PARTITION 25 GA, GALV. STEEL CHANNEL -SHAPED 0S-43-45-34-25-005-1030 SUBDI` 16ION STUDS AT 16' O.C. 4' NOMINAL ZONING WIDTH (3 5/8' ACTUAL) UNLESS OTHERWISE NOTED TOTAL GROSS SQUARE FOOTAGE 1,668.5 S.F. GOvERNINa CODES 2014 FLORIDA RESIDENTIAL BUILDING CODE 2014 FLORIDA BUILDING CODE -EXISTING BUILDING ALL INTERIOR WALLS TO BE E:X16TING PARTITION INSULATED W/ R-11 BATT WALL TO REMAIN INSULATION EXISTING PARTITION WALL TO BE REMOVED ALL INTERIOR DOORS TO BE REMOVED AND REPLACED. SEE SCHEDULE FOR ALL DOOR WIDTH AND ti G % G % HEIGHTS G// EXISTING DOOR/BI-FOLD TO BE REMOVED I 141`1114_ vCd WF 1 LI, HEATER FLOOR PLAN 1/4° = 1'-0" f5L0W-UP LOCATION MAP NOT TO SCALE N Pi,OJEGT DATA LEGAL DE:3CRIPTION ST ANDREWS OCEAN COND APT 103-A-3 MUNICIPALTY 50YNTON BEACH PARCEL CONTROL NUMBER 0S-43-45-34-25-005-1030 SUBDI` 16ION 5T ANDREWS OCEAN CONDO ZONING RN MULTIPLE -FAMILY RESIDENCE TOTAL GROSS SQUARE FOOTAGE 1,668.5 S.F. GOvERNINa CODES 2014 FLORIDA RESIDENTIAL BUILDING CODE 2014 FLORIDA BUILDING CODE -EXISTING BUILDING OCCUPANCY CLASSIFICATION GROUP R3 [C,L,A_65I_FIC4TION OF WORK LEVEL 3 ALTERATION (PER 2014 FSG -EXISTING BUILDING) UBJECT..... 'ROPERTY "LANTIC :ZAN....... drown by: C.A.M. designed by: W.W. date: 08/03/2015 scale: 1/4" = 1'-0" ... project: revisions sheet no: LOCATION MAP 41 '._, A-01 NOT TO SCALE AUG 04 2`01"l - N, " N 50LID STONE 5L 2 -PIECE CROWN MOLDING ATJill PERIMETER OF TRAY, TYPICAL - - - - AT ALL TRAY CEILINGS I NEW TRAY CEILING TO -$ IX6 TEG POPLAR CEILING, FIN15 (PAINT/STAINED) CC - - _TB.15 TYPICAL AT- - - - I SLOPED TRAY ONLY IN SALON 4ND 2'-6' 5ED1z00M 2 � =� -Ce7-- ,1'-6' h STONE TILE CEILING IN SHOWER, T.B.D. 2' 3' E X i 5T- 6TORAGE (PART OF ADJACENT PROPERTY) 2'-6' -2. D 2' 11 1 3'4 -8 I REF I I PALTRY M I 1� DUPLEX RECEPTACLE I I M CIRC, BRKR I CIRCUIT CEILING MOUNTED RECESSED EXHAUST 1 GIRC, BRKR 5ED1z00M 2 � =� -Ce7-- ,1'-6' h STONE TILE CEILING IN SHOWER, T.B.D. 2' 3' E X i 5T- 6TORAGE (PART OF ADJACENT PROPERTY) 2'-6' -2. D 2' 11 1 3'4 -8 I REF I I PALTRY M I 1� REFLECTED CEILING PLAN -o 1/4' = 1'-0' ROLL -DOWN ALUMINUM TRELLIS WITH MATTE - POWDER COAT KYNAR PAINT FINISH. INSTALLER 15 TO PROVIDE SHOP DRAWINGS WITH INSTALLATION DETAILS OF ARCHITECT'S APPROVAL. CEILING HEIGHT NOTE ALL CEILINGS ARE 6-0' AFF. WITH EXCEPTION OF SHOWER CEILINGS WHICH ARE l' -(V, A.F.F. TYPICAL CEILING MOULI)ING NOTES TYPICAL CEILING CROWN: ONE PIECE CROWN iS TO BE USED THROUGH -OUT THE ENTIRE RESIDENCE (UNLESS OTHERWISE INDICATED). TRAY CEILING MOULDINGS: BOTTOM OF TRAY CEILING: 2 PIECE CROWN MOULDING AT PERIMETER TOP OF TRAY CEILING: 3-1/2' CA51NG AT PERIMETER ATTIC ACCESS: 3-1/2' CA51NG AT PERIMETER ELECTRICAL 5 T M80L LEGEND DUPLEX RECEPTACLE I I M CIRC, BRKR I CIRCUIT CEILING MOUNTED RECESSED EXHAUST KVA GIRC, BRKR FOYER D15CONNECT SWITCH UNDETERMINED SURFACE LIGHT 10.00 FAN, SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. # 6 HALF -SWITCHED 111 PUSH-BUTTON SWITCHi - -10 1/2' '-10 1/2' 2'4 1/2' 56 CENTRAL VACUUM 1.80 2OA-2P # 12 GROUND FAULT CIRCUIT -INTERRUPTER DUPLEX RECEPTACLE 26.90 REFLECTED CEILING PLAN -o 1/4' = 1'-0' ROLL -DOWN ALUMINUM TRELLIS WITH MATTE - POWDER COAT KYNAR PAINT FINISH. INSTALLER 15 TO PROVIDE SHOP DRAWINGS WITH INSTALLATION DETAILS OF ARCHITECT'S APPROVAL. CEILING HEIGHT NOTE ALL CEILINGS ARE 6-0' AFF. WITH EXCEPTION OF SHOWER CEILINGS WHICH ARE l' -(V, A.F.F. TYPICAL CEILING MOULI)ING NOTES TYPICAL CEILING CROWN: ONE PIECE CROWN iS TO BE USED THROUGH -OUT THE ENTIRE RESIDENCE (UNLESS OTHERWISE INDICATED). TRAY CEILING MOULDINGS: BOTTOM OF TRAY CEILING: 2 PIECE CROWN MOULDING AT PERIMETER TOP OF TRAY CEILING: 3-1/2' CA51NG AT PERIMETER ATTIC ACCESS: 3-1/2' CA51NG AT PERIMETER ELECTRICAL 5 T M80L LEGEND DUPLEX RECEPTACLE USE/DESCRIPTION WALL MOUNTED CIRC, BRKR J BOX FOR FUTURE CEILING FAN OR FIXTURE CIRCUIT CEILING MOUNTED RECESSED EXHAUST KVA GIRC, BRKR WIRE: D15CONNECT SWITCH UNDETERMINED SURFACE LIGHT 10.00 FAN, SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. # 6 HALF -SWITCHED A/C CONDENSING UNIT PUSH-BUTTON SWITCHi Y C C WALL MOUNTED SURFACE LIGHT FIXTURE DUPLEX RECEPTACLE 0 56 CENTRAL VACUUM 1.80 2OA-2P # 12 GROUND FAULT CIRCUIT -INTERRUPTER DUPLEX RECEPTACLE 26.90 4OA-3P WALL SWITCH CEILING MOUNTED SURFACE LIGHT FIXTURE ® HVAC SUPPLY AND RETURN REGISTER LOCATIONS (FOR LAYOUT PURPOSES) A ARC -FAULT CIRCUIT- INTERRUPTER DUPLEX RECEPTACLE S3 -WAY WALL SWITCH #8 DUAL HEAD FLOOD LIGHT H0T WATER RECIRCULATION PUMP WEATHERPROOF I, 4 4 -WAY WALL SWITCH Fol4' DIA. CEILING MOUNTED RECESSED 13 WALL OVEN W DUPLEX RECEPTACLE #10 14 CLOTHES DRYER (RECEPT. FOR WASHER LOCATED AT REAR OF DRYER) LIGHT FIXTURE O CEILING FAN WITHOUT LIGHT ® FLOOR MOUNTEDD 16 1_1 DOOR -ACTIVATED SWITCH u� WEATHERPROOF CEILING MOUNTED RECESSED LIGHT FIXTURE #12 DUPLEX RECEPTACLE LAUNDRY GFCI RECEPTACLES 1.50 2014-i1= 012 All Electrical work hall 19 DISPOSAL 1.15 HALF-SWICHED FLOOR MOUNTED # 12 TELEPHONE JACK IRONING BOARD RECEPTACLE CEILING MOUNTED RECESSED ADJUSTABLE LIGHT FIXTURE (WALL WASHER) 2014-1P # 12 21 SMALL APPLIANCE RECEPTACLES (KITCHEN -- GFCI) ® DUPLEX RECEPTACLE 12 22 DISHWASHER 1.30 15A -IP # 14 i 6 Q .` 20 11 2'X 4' FLUORESCENT CEILING MNTD. FIXTURE WITH FOUR TUBES AND DECORATIVE ACRYLIC COVER SMALL APPLIANCE RECEPTACLES (KITCHEN -- GFCI) SINGLE 120 VOLT DEDICATED Tv CABLE TELEV16M co sD COMBINATION CARBON MONOXIDE/ (HARDWIRED) I� APPLIANCE RECEPTACLE # 12 JACK 25 SMOKE DETECTOR 1.50 20,4 -IF # 12 (UNLESS OTHERWISE NOTED) MICROWAVE SINGLE 2410 VOLT DEDICATED 1514-iP CEILING MOUNTEDO GARAGE DOOR OPENER REFRIGERATOR1'"13 (KITCHEN) FU APPLIANCE RECEPTACLE # 14 RECEPTACLE GENERAL LIGHTING: SALON/SUNROOM X 2OA-iF # 12 2'3 4 FOURPLEX RECEPTACLE ® HARDWIRED CONNECTION OR SPECIAL PURP05E RECEPTACLE 240 V © COMPUTER JACK X 2014-1P# 4, ALL SWITCHES/KEYPADS SHALL BE DIMMABLE, UNLE55 OTHERWISE NOTED IN PLAN. NOTES: I. CONTRACTOR SHALL VERIFY WALL SWITCH HEIGHT WITH ARCHITECT PRIOR TO INSTALLATION. 5. A DIMENSIONED LAYOUT FOR LIGHT FIXTURES IS GIVEN ON THE REFLECTED CEILING PLANS. REFER 70 SHEETS i/A-02. 2. ALL RECEPTACLES TO BE MOUNTED HORIZONTALLY ON WALL BASE MOULDING U.ON, 6. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL MAIN SERVICE TRANSIENT VOLTAGE SURGE SUPPRESSOR(S) OF A TYPE THAT 15 UL1449 LISTED. PROTECTION SHALL INCLUDE POWER, TELEPHONE, AND TELEVISION SERVICE. 3. ALL WALL SWITCHES AND RECEPTACLES TO BE WHITE 'DECORA' TYPE. (CONTRACTOR TO VERIFY SWITCH COLOR WITH ARCHITECT WHEN MOUNTED ON CASEWORK, BACKSPLASHES, ETC.) i. RECEPTACLE TO BE PROVIDED FOR UPPER CABINET LIGHTING. UPPER CABINET UNDER CABINET LIGHTING SHALL BE WITH LED 'PUCK' LIGHTS. DOOR BELL TIED - TO PHONE 2 ELECTRICAL PLAN -o 1/4" = 1'-0' -CENTRAL VACUUM `-LAUNDRY BD. RECEPT. \ (CIR 51) (CIR 20) HT. TO BE COORDINATED \-TANKLESS WATER HEATER W/ARCHITECT. (CIR. (0,8,10) �- - NEW 200 AMP, 42 CIRCUIT ELECTRICAL PANEL N . o 0 G.U./ ;'t 2 a O ELECTRICAL PANEL SCHEDULE (NEW 120/240 V, 200 A, 1 PHASE, 42 Ci1RCUiT PANED CIRCUIT I USE/DESCRIPTION KVA CIRC, BRKR WIRE CIRCUIT USE/DESGRIPTION KVA GIRC, BRKR WIRE: A/C AIR HANDLER 10.00 60A -2F # 6 2 A/C CONDENSING UNIT (5.28) 35A -2P # 8 3 0 56 CENTRAL VACUUM 1.80 2OA-2P # 12 TANKLESSS ELECTRIC WATER HEATER 26.90 4OA-3P #,5** is COOKTOP 8.00 4OA-2P #8 12 H0T WATER RECIRCULATION PUMP 0.05 2OA-1P # 12 9 13 WALL OVEN 5.40 3OA-2P #10 14 CLOTHES DRYER (RECEPT. FOR WASHER LOCATED AT REAR OF DRYER) 5.50 3OA-2P #10 15 16 1_1 COOKTOP VENTILATOR (DOWNDRAFT) 0.48 2014-iP #12 18 LAUNDRY GFCI RECEPTACLES 1.50 2014-i1= 012 All Electrical work hall 19 DISPOSAL 1.15 2014-1P # 12 20 IRONING BOARD RECEPTACLE 1.80 2014-1P # 12 21 SMALL APPLIANCE RECEPTACLES (KITCHEN -- GFCI) 1.50 20A -If=# 12 22 DISHWASHER 1.30 15A -IP # 14 i 6 Q .` 20 11 23 SMALL APPLIANCE RECEPTACLES (KITCHEN -- GFCI) LSO 2OA-iP # 12 24 BATHROOM GFCI RECEPTACLES 1.50 2014-1P # 12 National Electrical Code 25 SMALL APPLIANCE RECEPTACLES (KITCHEN -- GFCI) 1.50 20,4 -IF # 12 26 MICROWAVE 1.80 1514-iP # 14 2-1 REFRIGERATOR1'"13 (KITCHEN) 154 -1P # 14 28 GENERAL LIGHTING: SALON/SUNROOM X 2OA-iF # 12 2'3 UNDER COUNTER FREEZER (KITCHEN) 1.73 1514-1P # 14 30 GENERAL LIGHTING: FOYER/BEDROOM HALLWAY X 2014-1P# 12 31 GENERAL RECEPTACLES: SALON/SUNROOM X 1514 -IP # 14 32 GENERAL LIGHTING: MASTER BEDROOM/MASTER BATH X 20A -1P # 12 33 GENERAL RECEPTACLES: FOYER/BEDROOM HALLWAY X 1514-iP # 14 34 GENERAL LIGHTING: BEDROOM 2/15ATH 2/WATER CLOSET X 2OA-IP # 12 35 GENERAL RECEPTACLES (AFCU: MASTER BEDROOM X 2014-1P # 12 36 EXTERIOR WP LIGHTING 1.00 2014-1P# 12 3, GENERAL RECEPTACLES (AFC?): GENERAL X 20A -IF # 12 38 Q W LOAD CALCULATION 39 MOTORIZED ROLL -DOWN SCREENS 1.00 2014-1P # 12 40 O 0 O LO Q DEMAND NO. DEM TOTALS 68.64 41 EXTERIOR UIP/GFCI RECEPTACLES 1.50 2OA-iP # 12 42 � z 41- Q WJ AC 6 100% 10.00 °X' GEN. LIGHTING E POUTER 1668.5 SF, x 3W/6.F. 5.01 designed by: W.W. date: 08/03/2015 scale: 1/4" P-0" project: DEMAND TOTAL 13.65 revisions: FIRST 10KW o 100%. 10.0 BALANCE a 40% 25.46 NOTES: 1. () DENOTES NON -SIMULTANEOUS COOLING LOAD. 3. PROVIDE TAMPER RESISTANT RECEPTACLES AS 2008 NEC 406.11 2, PROVIDE TRANSIENT VOLTAGE SURGE SUPPRESSER 4. ** MINIMUM WIRE 51ZE FOR TANKLE56 WATER HEATER SHALL BE 8 AUG (6 CONDUCTORS AND GROUND) CALCULATED PANEL LOAD KW 45.46 AMPS 189.42 u? n; 4 n 4" 4 s■ v M� 0 0 0 0 M •!� !�1 ` n N 0 z4.4 V .� O 4.1 00 roo M Q J i z ._..1 Q -J z `® W UQ Q Z M 0o z Zm0 O Q �- W U oU zC0 Q W W °C z O 0 O LO Q w rs%"' z >- d- � z 41- Q WJ /oMff W drawn by: G.A.M. designed by: W.W. date: 08/03/2015 scale: 1/4" P-0" project: revisions: t sheet no: -A-02- s■ DOOR OPENING SCHEDULE ITEM SEE SCHEDULE SEE SCHEDULE FOR COLOR FO DOOR WID 5 SYMBOL NO. DOORS DOOR DIM, WIDTH HEIGHT THICK TYPE PATTERN MATERIAL OPERATION REMARKS/ NOTES WIND PRESSURES REQUIRED PROVIDED o Q SINGLE 3'-0" 6'-0' --- FRENCH DOOR NO FTN. - SINGLE LITE ALUMINUM/GLASS HINGED NOTE: 1,4 + 52,0 - 51.0+ 100 - 110 )2 SINGLE 2'-0' 6'-5" --- FRENCH DOOR NO FTN. - SINGLE LITE ALUMINUM/GLA55 HINGED NOTE: 1,4 + 52.0 - 51.0+ 100 - 110 )3 TWO 3'-0'* 6'-0" --- 2 PANEL SLIDING GLASS DOOR NO PTN. - SINGLE LITE ALUMINUM/GLASS SLIDING NOTE: 2, 4 + 52.0 - 5-1,0+ 120 -144,4 ® FOUR 3'-0"= 6'-8" --- 4 PANEL SLIDING GLASS DOOR NO FTN, - SINGLE LITE ALUMINUM/GLASS SLIDING NOTE: 2, 4 + 52,0 -66. + 120 -144.4 0 SINGLE 2'-6' l'-2' 1 3/4° SLAB/ROUTED PATTERN MULTIPLE SIMULATED PANEL M.D.F. HINGED - - - - - - - - - ® PAIR 1'-10' l'-2" 1 3/4" SLAB/ROUTED PATTERN MULTIPLE SIMULATED PANEL M.D.F. HINGED - - - - - - - - - 32" SINGLE 2'-6' l'-2' 1 3/4' POCKET DOOR SLAB/ROUTED PATTERN M.D.F. POCKET NOTE: 5 - - - - - - ® SINGLE 2'-2' 6'-8" --- SHOWER DR (AND ENCLOSURE) - - - GLASS (FRAMELESS) SLIDING NOTE- 3 - - - - - - - - - 2'-11" 1'-2" --- CASED OPENING SEE CASED OPENING ELEV. - - - - - - - - - - - - - - - ® SINGLE 2'-6° l'-2° 1 3/4' POCKET DOOR SLAB/ROUTED PATTERN M.D.F. POCKET NOTE: 5 - - - - - - 11 PAIR 2'-4' l'-2" 1 3/4' 5/12 PAT, U1/ GLAZED (SEE NOTE) MULTIPLE SIMULATED PANEL M.DR/GLASS SLIDING - - - - - - - - - 12 SINGLE 2'-6' l'-2" 1 3/4' 6/R PAT. w/ GLAZED (SEE NOTE) MULTIPLE SIMULATED PANEL M.D.F./GLASS HINGED NOTE: 6 - - - - - - 13 SINGLE 2'-6° l'-2" 1 3/4' S/R PAT. W1 GLAZED (SEE NOTE) MULTIPLE SIMULATED PANEL M.D.F_/GLA&5 a NOTE: 6 - - - - - - 14 SINGLE 2'-8" l'-2" 1 3/4" SLAB/ROUTED PATTERN MULTIPLE SIMULATED_ PANEL M.D.F. _HINGED HINGED - - - - - - - 15 SINGLE 2'-6' l'-2" 1 3/4' SLAB/ROUTED PATTERN MULTIPLE SIMULATED PANEL M.D.F. HINGED - - - - - - - - - ® - - - 2'-6' l'-2 --- CASED OPENING SEE CASED OPENING ELEV. - - - - - - - - - - - - - - it SINGLE 2'-6" 6'-8" --- _ SHOWER DR (AND ENCLOSURE) - - - GLASS (FRAMELE55) SLIDING NOTE: 3 - - - - - - ® SINGLE 2'-2' l'-2" --- SHOWER DR (AND ENCLOSURE) - - - GLASS (FRAMELE55) SLIDING NOTE: 3 - - - - - - 1)9 SINGLE 2'-4' l'-2' 1 3/4" =OCKET DOOR/ S/R W/ GLAZING SLAB/ROUTED PATTERN M.DF./GLA55 POCKET NOTE, 5, 6 - - - - - - DOOR SCHEDULE NOTES NOTE I- ALL EXTERIOR FRENCH DOORS SHALL BE ALUMINUM WITH WHITE KYNAR PAINT FINISH AND DARK GARY (TURTLE CODE) TINT LARGE MISSILE IMPACT- RESISTANT GLAZING, WITH LO -E COATING, DOORS SHALL HAVE NO APPLIED MUNTIN BARS. MANUFACTURER TO BE CGI: '450' ESTATE COLLECTION. SEE PRODUCT APPROVALS (ATTACHED TO DRAWINGS), NOTE 2- ALL EXTERIOR SLIDING DOORS SHALL BE ALUMINUM WHITE KYNAR PAINT FINISH AND DARK GARY (TURTLE CODE) TINT LARGE MISSILE IMPACT- RESISTANT GLAZING, WITH LO -E COATING- SLIDING DOORS SHALL HAVE NO APPLIED MUNTIN BARS. MANUFACTURER TO BE CGI: '560' ESTATE COLLECTION. SEE PRODUCT APPROVALS (ATTACHED TO DRAWINGS), NOTE 3- SHOWER DOORS AND ENCLOSURES SHALL BE FRAMELESS TEMPERED STAR FIRED ACID ETCHED GLASS. FIXED PANELS FOR SLIDING GLASS SHOWER ENCLOSURE PANELS SHALL BE FULL HEIGHT. OPERABLE SLIDING SHOWER DOOR SHALL BE 6'-8' HIGH. NOTE 4- SONOLASTIC ULTRA POLYURETHANE SEALANT BY 5ONNEBORN SHALL BE USED AS CAULKING FOR ALL EXTERIOR DOORS. NOTE 5- POCKET DOORS SHALL HAVE ROUTED RECESSED MOLDINGS. NOTE 6- INTERIOR DOOR UPPER PANEL SHALL HAVE TEMPERED STAR FIRED ACID ETCHED GLASS. DOOR ,4ND OPENING ELEV,4TION5 ITEM SEE SCHEDULE SEE SCHEDULE FOR COLOR FO DOOR WID 5 CASE OPENING WI THS SUB -ZERO SYMBOLO WINDOW DIM. WINNOW WIDTH HEIGHT CASING, TYP, PATTERN CASING, TYP. REMARKS 'PRESTIGE' DOOR, Lu 1 o Q TYP ROUTED / a z NO PTN. - SINGLE LITE 43 PANEL PATTERN v Q 55.0 - 0 L- T.B.D. w 36" Z — Lun X / PLINTH BLOCKS, u- LL ' PLINTH BLOCKS, u-1 "- TYP. LU w TYP. w w o T 1 Q� 56" S) lu\ 1 1/4' BASE i u- O 1 114' BASE + MOULDING, TYR _ MOULDING, TYP. LU Z Luiz SINGLE -HUNG NO PTN. - SINGLE LITE 6'-9° ABOVE SLAB - NOTES: I, 2, 3, 4, 5 + TYP. INTERIOR DOOR ELEVATION TYP. CASED OPENING ELEVATION 1 24° 56" SINGLE -HUNG WINDOW SCHEDULE ITEM MANUR MODEL NO. COLOR NOTES A 1 30' REFRIGERATOR W/ 2 REF DRAWERS BELOW SUB -ZERO SYMBOLO WINDOW DIM. WINNOW WIDTH HEIGHT TYPE/OPERATION PATTERN M.O. HEAD HEIGHT REMARKS SUB -ZERO WIND PRESSURES REQUIRED PROVIDED 1 45" 30" SINGLE -HUNG NO PTN. - SINGLE LITE 6'-9' ABOVE SLAB NOTES: 1, 2, 3, 4, 6 + 55.0 - 59.0 + 100.0 - 124.1 02 2 36" 56" SINGLE -HUNG NO PTN. - SINGLE LITE 6'-9° ABOVE SLAB NOTES: 1, 2, 3, 4, 5 + 55.0 - 13.0 + 100.0 - 164.3 T 1 24° 56" SINGLE -HUNG NO PTN. - 51NGLE LITE 6'-9' ABOVE SLAB NOTES: 1, 2, 3, 4, 5 + 55.0 - 13.0 + 100.0 - 210.0 ® 2 36" 5ro" SINGLE -HUNG NO PTN. - SINGLE LITE 6'-9° ABOVE SLAB - NOTES: I, 2, 3, 4, 5 + 55.0 - 13.0 + 100.0 - 164.3 1 24° 56" SINGLE -HUNG NO FTN. - SINGLE LITE— 6'-9' ABOVE SLAB NOTES: I, 2, 3, 4, 5 + 55.0 - 13.0 + 100.0 - 210.0 6 2 36" 56" SINGLE -HUNG NO PTN. -SINGLE LITE 6'-9' ABOVE SLAB NOTES: 1, 2, 3, 4, 5 + 55.0 - 59.0 + 100.0 - 164.3 0 I 32" 38" SINGLE -HUNG NO FTN. -SINGLE LITE 6'-9" ABOVE SLAB NOTES: 1, Z, 3, 4, 6 + 55,01- 13.0 + 100,01- 191.2 WINDOW SCHEDULE NOTES NOTE I- ALL WINDOWS SHALL BE ALUMINUM SINGLE -HUNG WINDOWS WITH WHITE KYNAR PAINT FINISH AND DARK GARY (TURTLE CODE) TINT LARGE M15SILE IMPACT -RESISTANT GLAZING, WITH LO -E COATING. WINDOWS SHALL HAVE NO APPLIED MUNTIN BARS. WINDOW MANUFACTURER TO BE CGI: '360' ESTATE SERIES. SEE PRODUCT APPROVALS (ATTACHED TO DRAWINGS). NOTE 2- WINDOW SUPPLIER SHALL PROVIDE ALL MASONRY OPENING DIMENSIONS. NOTE 3- HEADER HEIGHTS OF WINDOWS TO BE ADJUSTED TO MATCH HEADERS OF EXTERIOR DOORS 50 THAT ALL CASINGS ARE THE SAME HEIGHT. SHELL CONTRACTOR TO VERIFY ALL OPENING HEIGHTS WITH GENERAL CONTRACTOR BEFORE CONSTRUCTING MASONRY WALLS. NOTE 4- 5ONOLA5TIC ULTRA POLYURETHANE SEALANT BY 5ONNEBORN SHALL BE USED AS CAULKING FOR ALL EXTERIOR WINDOWS NOTE 5- GENERAL CONTRACTOR 15 RESPONSIBLE TO MEASURE ALL EX15TING WINDOWS TO BE REPLACED WITH NEW LARGE MISSILE IMPACT RESISTANT WINDOWS (AS INDICATED IN NOTE 1). ALL NEW WINDOWS REPLACING EXISTING WINDOWS ARE TO MATCH EXISTING WINDOW DIMENSIONS, NOTE 6- DOOR/WINDOW SUPPLIER SHALL PROVIDE ALL MASONRY OPENING DIMENSIONS. NEW S X 12 COLUMN AT EACH SIDE OF NEW OPENING, TYPICAL. (3,000 PSI GONG) EXISTING MASONRY---___ WALL TO REMAIN ,4PPL 1,4NCE SCHEDULE SYMBOL ITEM MANUR MODEL NO. COLOR NOTES A 1 30' REFRIGERATOR W/ 2 REF DRAWERS BELOW SUB -ZERO IT30RIDLH - - - NOTE: 1, 2 A-2 24' FREEZER CHEST W/ ICE MAKER SUB -ZERO ID24FI - - - NOTE: 1, 2 A-3 30' INDUCTION COOKTOP (BLACK GLASS CERAMIC) MONOGRAM ZHU30R5M55 - - - - - - A-4 30' 5.5. ELECTRIC WALL OVEN MONOGRAM ET905051­15 5TAINLES5 STEEL - - - A 5 24' DISHWASHER 505CH 5HV68TL3UC - - - NOTE: 1 a-6 30' S.S. DOWNDRAFT W/ FAN MOTOR MONOGRAM ZV5305T65 STAINLESS STEEL d a A l 30' MICROWAVE MONOGRAM ZSA120IJ56 STAINLESS STEEL - - - cd GARAGE DISPOSAL W/ AIR SWITCH (4 CONTROLLER) ISE PROl50 SATIN NICKEL 5TCSN/ 5TS00 A -g WASHER A5KO W6424T TITANIUM -10 DRYER ASKO 7154T TITANIUM LAP BARS 30" MIN. NEW S X 12 COLUMN AT EACH SIDE OF NEW OPENING, TYPICAL. (3,(000 PSI GONG) ALL APPLIANCES ARE TO COMPLY WITH 2014 BUILDING CODE, ADA REQUIREMENTS, AND LOCAL APPLICABLE CODES. NOTES: EXISTING MASONRY 1. APPLIANCE SHALL BE FULLY INTEGRATED INTO CABINETRY. CONTRACTOR TO PROVIDE SAMPLE OF COLOR WALL TO REMAIN SELECTED BY ARCHITECT FOR APPROVAL. 2, CONTRACTOR IS TO REVIEW ALL MANUFACTURER SPECIFICATIONS FOR ALL PLUMBING REQUIREMENTS (NOT LIMITED TO WATER SUPPLY, WATER INLET LINES, DRAIN CONNECTIONS, ETC.) PRIOR TO INSTALLATION. EXISTING CONC. TIE BEAM \ / M�DIFING / OPENING\ SIZE A5 PER SCHEDULE) d a a a ° a a a / MODIFIED 9'61N\fNG (V RIFY SI%E A5 SCHEDOILE) a a d d STRONG TIE EPDXY SYSTEM d d ° a IL hVOPIFIED O ENI G (VERIFY SIZE AS PER 5�I4EDULE) NEW X4 COLD. (5,000 P51,0ONG)\ / / \ d ; F_ M�DI�D OPENING (VERIFY SIZE AS (VERIFY SCHEDULE) D(VERIFY E 0 ° 0 IE a :A IE ° ° nV:. .4aQd-d a ° I L IE d a _7 —T- f 7F IF71 cd 0 d .4 a 4. d . n a � ° a J- IF -71 d F 7F 0 F d . EXISTING GONG. FLOOR SLAB O� a d Q d° a � d _JL r F_ —II F-71 J a i EXISTING CONC. FLOOR SLAB _JL -J� I na naa am" MIX11MI IM WIDTH OF OPENING a H.7 IIx t -1 -RING! DETAIL, MODIFYING EXISTING OPENING 1/2' = 1'-0" �---NEW MASONRY (SHADED) HORIZ. REINFORCING n GAUGE LADDER TYPE EVERY OTHER COURSE, DRILL AND EPDXY (2) *5 (MIN. (o' EMBEDMENT) AT CENTER OF EXISTING TIE BEAM AND EXISTING FOOTING AT EACH SIDE OF OPENING. USE SIMPSON STRONG TIE EXPDXY SYSTEM OF EQUIVALENT. HORIZ. REINFORCING # 9 GAUGE LADDER TYPE EVERY OTHER COURSE. IV WIJ_ NEW MA50NRY WALL D EPDXY I- # 5 FOR MINIMUM OF 6' INTO BEAM OR LINTEL 'a EA. SIDE OF OPENING. 4Y-150 EPDXY. BREAK OR CUT EDGE OF BLOCK SO GONG, FLOWS INTO TILE PROVIDE I- # 5 VERT. IN 8' COL.,a EA, SIDE OF OPENING FILL SOLID W/ 3000 PSI CONC. EXISTING MASONRY -------- WALL TO REMAIN EXIST. STRUCTURAL CONCRETE MASONRY BLOCK WALL 5 FOR MINIMUM OF 6" INTO EX15TING FLOOR 5LA5,a EA. 51DE OF OPENING. USE HILT[ HY-150 EPDXY. DETAIL, FILLING IN EXISTING-,: OPENING 1/2' = 11-0" EXISTING CONC, TIE BEAM \ / M�DIFING / OPENING\ SIZE A5 PER SCHEDULE) d a a a ° a 6' EMBEDMENT) INTO EXISTING REINFORCING *9 GAUGE LADDER FILL -CELLS. USE 51MP50N TYPE EVERY OTHER COURSE. STRONG TIE EPDXY SYSTEM d d ° a IL hVOPIFIED O ENI G (VERIFY SIZE AS PER 5�I4EDULE) NEW X4 COLD. (5,000 P51,0ONG)\ / / \ d ; F_ M�DI�D OPENING (VERIFY SIZE AS (VERIFY SCHEDULE) D(VERIFY E 0 0 IE a :A IE ° ° nV:. .4aQd-d a 0 I L IE d a _7 —T- f 7F IF71 cd 0 d .4 a �zm EXISTING GONG. FLOOR SLAB n a � ° a J- IF -71 F 7F 0 EXISTING CONC. FLOOR SLAB NEW 8 X 12 COLUMN. (3,000 P51 CONC) I I � y T DRILL AND EPDXY (2) *5 (MIN. 6' EMBEDMENT) INTO EXISTING DRILL AND EPDXY (2) (MIN. 6" EMBEDMENT) FILL -CELLS. USE SIMP50N STRONG TIE AT CENTER OF EXISTING TIE BEAM AND EXISTING EPDXY SYSTEM OF EQUIVALENT. FOOTING AT EACH SIDE OF OPENING. USE 6IMP50N STRONG TIE EXPDXY SYSTEM OF NEW MASONRY (SHADED) HORIZ. EQUIVALENT. REINFORCING *3 GAUGE LADDER TYPE EVERY OTHER COURSE. LAP 5AR5 30' MINIMUM. DETAIL, MODIFYING EXISTING OPENING 1/2" = 1'-0" I i I I I I I I PLAN VIEW I I EXISTING BEAM TO BE REINFORCED WITH MC IOX8.4 CHANNEL ON ONE SIDE WITH 3/4' 4 X 6' LONG EXP, 1 I ( I I I BOLTS @ 16° O.G. EXTEND CHANNEL PAST THE N W OPENING/ALTERATI N OPENING FOR MIN, OF 12' AND PROVIDE 2-314° 4 EXP. ® IN EXISTING WALL BOLTS OVER THE SUPPORTS, 2' 8' 1'-4 1'-4" S° 2° TYP. TYP, EXISTING GONG. _ _ _ _ TIE BEAM 1 � �- -T— EXISTING CONC. FLOOR SLAB WIDTH OF OPE INC LAP BARS 30° MINIMUM. A5 INDICATED IN LANS DRILL AND EPDXY (2) S (MIN. 6" REMOVE EXISTING MASONRY WALL AFTER STEEL EMBEDMENT) AT CENTER OF EXISTING TIE CHANNEL HAS BEEN INSTALLED AND INSPECTED BEAM AND EXISTING FOOTING AT EACH 51DE BY ARCHITECT AND BUILDING OFFICIAL OF OPENING. USE SIMP50N STRONG TIE EXPDXY SYSTEM OF EQUIVALENT. NOTE: IN ABSENCE OF EXISTING TIE BEAM AT THE STEEL CHANNEL LOCATION, FILL ALL CELLS SOLID WITH GROUT (NOT PUMP MIXED). NEW S X 12 COLUMN AT EACH SIDE OF NEW OPENING, DETA(L, MODIFYING EXISTING OPENING TYPICAL. (3,000 �4� AND REINFORCING EXISTING TIE BEAM P51 GONG) 1/2" = 1'-0" 5TRUCTUR,4L NOTES FOR ALTERING M,45ONRT' OPENINGS 1. BLOCK UP EXISTING; OPENING WITH 5' MASONRY BLOCK (USE NON-STRUCTURAL FRAMING AT INTERIOR SIDE OF WALLS TO MATCH THICKNESS OF EXISTING CONDITION). PROVIDE S" MASONRY BLOCK WITH S° X 5" COLUMN WITH ONE 5 AT EACH SIDE OF EXISTING OPENING UP TO 4'-0". BREAK THE ADJACENT BLOCK/TERRA COTTA TILE AND PLACE CONCRETE MONOLITHIC WITH COLUMN. FOR OPENING OVER 4'-0', USE 5 AT 4'-0' O.C. 2. DRILL AND EPDXY VERTICAL STEEL FOR MIN. OF 6" INTO EXISTING SLAB AND TIE BEAM. USE HY-150 EPDXY BY HILTI. 3. USE HORIZONTAL REINFORCING NO. 9 GA. LADDER TYPE EVERY OTHER COURSE. 4. PLACE LAST COURSE BY FORCE --NO GAP BETWEEN TOP OF BLOCK AND EXISTING LINTEL OR BEAM OVER OPENING. EXISTING —� MASONRY WALL TO REMAIN EXISTING MASONRY—� WALL TO REMAIN EXISTING CONC. TIE BEAM i In DRILL AND EPDXY (2) *5 (MIN. NEW MASONRY (SHADED) NORM 6' EMBEDMENT) INTO EXISTING REINFORCING *9 GAUGE LADDER FILL -CELLS. USE 51MP50N TYPE EVERY OTHER COURSE. STRONG TIE EPDXY SYSTEM d d ° a d d hVOPIFIED O ENI G (VERIFY SIZE AS PER 5�I4EDULE) NEW X4 COLD. (5,000 P51,0ONG)\ / / \ d ; ° M�DI�D OPENING (VERIFY SIZE AS (VERIFY SCHEDULE) 0 0 a :A IE ° ° I 0 1' IE _7 —T- f 7F IF71 cd 0 d .4 a �zm EXISTING GONG. FLOOR SLAB n a � ° a J- ° cd F 7F 0 EXISTING GONG. FLOOR SLAB O� M d Q d° a � d _JL r F_ —II L — _JL �F J i _JL -J� a �� a cr ® 7� Z J J W UQ Q r OD a o I_ -JL- a e a -IF -IF — W —lF LL U ° T U — _j _JL z W O WW � m _JL_ --If lf� �l n O EXISTING CONC. FLOOR SLAB WIDTH OF OPE INC LAP BARS 30° MINIMUM. A5 INDICATED IN LANS DRILL AND EPDXY (2) S (MIN. 6" REMOVE EXISTING MASONRY WALL AFTER STEEL EMBEDMENT) AT CENTER OF EXISTING TIE CHANNEL HAS BEEN INSTALLED AND INSPECTED BEAM AND EXISTING FOOTING AT EACH 51DE BY ARCHITECT AND BUILDING OFFICIAL OF OPENING. USE SIMP50N STRONG TIE EXPDXY SYSTEM OF EQUIVALENT. NOTE: IN ABSENCE OF EXISTING TIE BEAM AT THE STEEL CHANNEL LOCATION, FILL ALL CELLS SOLID WITH GROUT (NOT PUMP MIXED). NEW S X 12 COLUMN AT EACH SIDE OF NEW OPENING, DETA(L, MODIFYING EXISTING OPENING TYPICAL. (3,000 �4� AND REINFORCING EXISTING TIE BEAM P51 GONG) 1/2" = 1'-0" 5TRUCTUR,4L NOTES FOR ALTERING M,45ONRT' OPENINGS 1. BLOCK UP EXISTING; OPENING WITH 5' MASONRY BLOCK (USE NON-STRUCTURAL FRAMING AT INTERIOR SIDE OF WALLS TO MATCH THICKNESS OF EXISTING CONDITION). PROVIDE S" MASONRY BLOCK WITH S° X 5" COLUMN WITH ONE 5 AT EACH SIDE OF EXISTING OPENING UP TO 4'-0". BREAK THE ADJACENT BLOCK/TERRA COTTA TILE AND PLACE CONCRETE MONOLITHIC WITH COLUMN. FOR OPENING OVER 4'-0', USE 5 AT 4'-0' O.C. 2. DRILL AND EPDXY VERTICAL STEEL FOR MIN. OF 6" INTO EXISTING SLAB AND TIE BEAM. USE HY-150 EPDXY BY HILTI. 3. USE HORIZONTAL REINFORCING NO. 9 GA. LADDER TYPE EVERY OTHER COURSE. 4. PLACE LAST COURSE BY FORCE --NO GAP BETWEEN TOP OF BLOCK AND EXISTING LINTEL OR BEAM OVER OPENING. EXISTING —� MASONRY WALL TO REMAIN EXISTING MASONRY—� WALL TO REMAIN EXISTING CONC. TIE BEAM M0DIF1ikQ SDPENING (VERIFX7 51* A5 PER,SCHEDULI \\71 DRILL AND EPDXY (2) *5 (MIN. NEW MASONRY (SHADED) NORM 6' EMBEDMENT) INTO EXISTING REINFORCING *9 GAUGE LADDER FILL -CELLS. USE 51MP50N TYPE EVERY OTHER COURSE. STRONG TIE EPDXY SYSTEM d d ° a d d hVOPIFIED O ENI G (VERIFY SIZE AS PER 5�I4EDULE) NEW X4 COLD. (5,000 P51,0ONG)\ / / \ d ; ° M�DI�D OPENING (VERIFY SIZE AS (VERIFY SCHEDULE) 0 0 :A IE I 0 1' IE IF71 cd 0 d .4 a �zm EXISTING GONG. FLOOR SLAB OF EQUIVALENT, LAP BARS 30' MINIMUM. DETAIL, MODIFYING EXISTING OPENING 1/2" = 1'-0" EXISTING GONG. TIE BEAM DRILL AND EPDXY (2) *5 (MIN. NEW MASONRY (SHADED) NORM 6' EMBEDMENT) INTO EXISTING REINFORCING *9 GAUGE LADDER FILL -CELLS. USE 51MP50N TYPE EVERY OTHER COURSE. STRONG TIE EPDXY SYSTEM OF EQUIVALENT, LAP BARS 30' MINIMUM. DETAIL, MODIFYING EXISTING OPENING 1/2" = 1'-0" EXISTING GONG. TIE BEAM rl ° a da d M� UHUH d d d ° a d d hVOPIFIED O ENI G (VERIFY SIZE AS PER 5�I4EDULE) NEW X4 COLD. (5,000 P51,0ONG)\ / / \ d ; ° M�DI�D OPENING (VERIFY SIZE AS (VERIFY SCHEDULE) 0 0 0 cd 0 d .4 a �zm n a � ° a cd 0 EXISTING GONG. FLOOR SLAB DRILL AND EPDXY (4) *5 (MIN. 6" EI1BEDMENT)�� AT CENTER OF EXISTING TIE BEAM AND EXISTING FOOTING. USE 51MP60N STRONG TIE EXPDXY SYSTEM OF EQUIVALENT. NEW MASONRY (SHADED) HORIZ. REINFORCING *9 GAUGE LADDER TYPE EVERY OTHER COURSE. '� DETAIL, MODIFYING EXISTING OPENING 1/2' = 1'-0" 0 NEW 8 X 12 COLUMN. (3,000 PSI GONG) — EXISTING MASONRY WALL TO REMAIN DRILL AND EPDXY (2) *5 (MIN. 6" EMBEDMENT) AT CENTER OF EXISTING TIE BEAM AND EXISTING FOOTING. USE SIMPSON STRONG TIE EXPDXY SYSTEM OF EQUIVALENT. LAP BARS 30° MINIMUM. irk j,.,_. rl v M� � 0 0 0 cd cd 0 �zm n cd 0 O� M Q � J J i a � cr ® 7� Z J J W UQ Q r OD a o Z W a 'Q W J U LL U V/I T U a �Q z W O WW � m n O Z Z O W Z z d- Cn O Cn drawn by: C.A.M. designed by: W.W. date: 08/03/2015 scale: 1/4" 1'-0° project: revisions: p3&9 a� s aLe Saa3' sheet no: A-03_ GENERAL i=LUM51NC- NOTE& I. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING, ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL, STATE, AND ALL LOCAL CODES AND ORDINANCES HAVING JURISDICTION. 2, THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER PRIOR TO COMMENCING WORK ALL EXECUTION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 3, THE CONTRACTOR SHALL COORDINATE THE WORK OF THIS TRADE WITH ALL OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER. 4. ALL PERMITS, FEES, INSPECTIONS AND TE5T5 SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS. 6. ALL MATERIALS SHALL BE NEW AND OF AN AMERICAN MANUFACTURER, FREE FROM DEFECTS, INDELIBY MARKED WITH THE NAME OF MANUFACTURER, WEIGHT AND/OR CLASS, 1. ALL WORK SHALL BE PREFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMAN -LIKE MANNER, THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT. S. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OR PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 9, THE PLUMBING CONTRACTOR SHALL SECURE AND PAY ALL PERMIT FEES, INSPECTIONS, AND TESTS. 10. ALL EXCAVATION, BACKFILL, AND PATCHING OF THE 5LA15 SHALL BE PART OF THIS CONTRACT. 11. VERIFY LOCATION, 51ZE AND ELEVATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE ATCHTECT/ENGINEER OF ANY DISCREPANCIES, 12, DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR EXACT LOCATION OF FIXTURES AND PIPING. 13. ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH READILY ACCESSIBLE STOP5, 14. PROVIDE WATER -HAMMER ARRESTOR AT ALL NEW FIXTURE INSTALLATIONS AND WHERE QUICK CLOSING VALVES ARE UTILIZED AND WHERE QUICK CLOSING VALVES ARE UTILIZED AND WHERE SHOWN ON THESE DRAWINGS OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. WATER -HAMMER ARRESTORS SHALL BE OF MAINTENANCE FREE TYPE AS MANUFACTURED BY 'PRECISION PLUMBING PRODUCTS" (PPP) OR APPROVED EQUAL. WATER -HAMMER ARRESTORS SHALL CONFORM TO A5EE 1010, PROVIDE ACCESS PANEL WHERE RECOMMENDED BY THE MANUFACTURER. 15, PROVIDE DIELECTRIC COUPLING, EQUAL TO EPCD, ARE REQUIRED BETWEEN ALL DISSIMILAR METALS PIPING AND EQUIPMENT CONNECTIONS. 16. ESCUTCHEONS SHALL BE CHROME PLATED BRASS WITH LOCKING SCREWS WHERE PIPE5 PA55 THROUGH FINISHED WALL5. 11. A CLEAN-OUT SHALL BE PROVIDED AT THE BASE OF EACH SOIL AND WASTE STAGK PROVIDE CHROME PLATED COMBINATION COVER PLATE AND GLEAN -OUT PLUG FOR ALL WALL CLEAN OUTS, J05AM 58890 OR EQUAL, 18. ALL HORIZONTAL BRANCHES, SEWER AND DRAIN LINES 3 INCHES IN DIAMETER AND SMALLER SHALL BE SLOPED A MINIMUM OF 1/4 INCH PER FOOT. 4 INCHES AND LARGER TO BE SLOPED AT 1.8 INCH PER FOOT UNLE55 OTHERWISE INDICATED ON PLANS, 19. EVERY FIXTURE CONNECTED TO THE DRAINAGE SYSTEM SHALL BE EQUIPPED WITH A WATER SEAL TRAP, 20, EACH HOSE BIB (H.B.) SHALL BE KEY OPERATED TYPE, FURNISHED WITH A VACUUM BREAKER AND SHUT-OFF VALVE. 21, ALL EXPOSED PIPING WITHIN TOILET ROOMS SHALL BE CHROME PLATED. 22. ALL FLOOR DRAINS SHALL HAVE A TRAP PRIMING DEVICE FOR RE -SEAL OF THE TRAP, 23. PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION REQUIREMENTS OF FS.553.14 AND CHAPTER 604 OF THE FLORIDA BUILDING CODE. 24, CONTRACTOR SHALL CONNECT WATER AND WASTE TO EQUIPMENT FURNISHED BY OTHERS AS REQUIRED FOR COMPLETE OPERATION. 25. CONTRACTOR SHALL GUARANTEE ALL WORK FREE FROM DEFECTS OF WORKMANSHIP AND /OR MATERIALS FOR A PERIOD OF NOT LE55 THAN (1) ONE YEAR FROM DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 2(o, PIPE INSULATION! a. HOT WATER PIPING: 1' THICK MOLDED FI5ERGLA55 INSULATION WITH ALL SERVICE INSULATION WITH ALL SERVICE JACKET. K = 0.26 a 180 F (ASTM C 335). RUNOUT5 TO INDIVIDUAL TERMINAL UNITS NOT EXCEEDING 12' MAY BE .5' THICK, b.CONDENSATE DRAIN PIPING: ALL LINES ABOVE GRADE, LOCATED INSIDE THE BUILDING SHALL BE INSULATED WITH 3/4" FIRE RETARDANT ARMAFLEX PIPE INSULATION WITH MAXIMUM FLAME SPREAD INDEX OF 25, AND SMOKE DEVELOPMENT INDEX OF 50. SEAL ALL SEAMS WITH INSULATION MANUFACTURER'S SOLVENT. NO TAPES ARE ALLOWED. 26, PIPING MATERIALS: a. SANITARY, WASTE AND VENT: BELOW GRADE: 1. PVC SCHEDULE 40 PIPE WITH DWV PATTERN FITTINGS, CONFORMING TO ASTM D-2665 8 D-3311. ABOVE GROUND: 1) WASTE AND VENT PIPING SHALL BE PVC SCH, 40 WITH DRAINAGE PATTERN FITTINGS (DWV), EXCEPT THAT PIPING BELOW THE LEVEL OF THE SECOND FLOOR BUT ABOVE THE FIRST FLOOR SLAB SHALL BE CAST IRON NO -HUB PIPE AND JOINT WITH NEOPRENE GASKET AND STAINLESS STEEL CLAMP AND SHIELD ASSEMBLY CONFORMING TO REQUIREMENTS OF CI5PI STANDARD 301, A5TM A 688 OR ASTM A 14. NO -HUB COUPLINGS SHALL CONFORM TO CISPI STANDARD 310 AND LISTED BY NSF INTERNATIONAL, COMPRESSION GASKETS SHALL CONFORM TO REQUIREMENTS OF A5TM STANDARD C 564 AND ASTM C 15(o3, PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODES, PVC SHALL NOT BE INSTALLED IN A/C RETURN AIR PLENUM OR PENETRATE FORE RATED WALLS OF FLOORS, 2)DMV SEAMLESS HARD DRAWN COPPER ASTM 830(b PIPE WITH CAST 5RA65 OR WROUGHT COPPER SOLDER JOINT DRAINAGE FITTINGS, 3)FIXTURE DRAINAGE ARMS 2" AND SMALLER MAY BE PVC SCH, 40 PIPE WITH DWV PATTERN FITTINGS, CONFORMING TO ASTM D-2665 @ D-3311. b) CONDENSATE DRAIN PIPING: 1) PVC SCHEDULE 40 PIPE WITH DWV PATTERN FITTINGS, CONFORMING TO A5TM D-2665 8 D-3311. (PVC SHALL NOT BE INSTALLED IN RETURN AIR PLENUM.) 2)DMV SEAMLESS HARD DRAWN COPPER PIPE WITH CAST BRASS OR WROUGHT COPPER SOLDER JOINT DRAINAGE FITTINGS. c) DOMESTIC WATER SUPPLY PIPING: 1) ABOVE GROUND: COOPER TUBING TYPE 'L" WITH BRONZE OR WROUGHT COPPER SOLDER JOINT FITTINGS. 2)BELOW GROUND: COPPER TUBING TYPE 'M" WITH BRONZE OR WROUGHT COPPER SOLDER JOINT FITTINGS. d) NATURAL AND LP GAS PIPING: 1) ASTM A53 THREADED SCHEDULE 40 GALVANIZED STEEL PIPE WITH MALLEABLE IRO FITTINGS (ANSI 816.3, A19.1). 2)GA6 PIPING UNDER GROUND, OUTSIDE THE BUILDING MAY BE POLYETHYLENE PIPE AND TUBING, LIMITED TO VAPOR SERVICE 'ASTM D2513'. 3)CORRUGATED STAINLESS STEEL TUBING (C55T) (AN51/AGA LC 1) WITH NON -CHLORINATED POLYETHYLENE JACKET AS MANUFACTURED BY 'OMEGA FLEX' OR APPROVED EQUAL USE 'TRAGPIPE' FOR ABOVE GRADE INSTALLATION ONLY. DRAINS: a) FLOOR DRAIN (FD): LACQUERED CAST IRON BODY WITH DOUBLE DRAINAGE FLANGE, PU5H-ON GASKET CONNECTION, WEEPHOLES AND 5 -INCH ROUND OR 5X5 SQUARE HEAVY DUTY STAINLESS STEEL STRAINER (AS SELECTED BY ARCHITECT), ONE-HALF INCH TRAP PRIMER TAP± 'MIRAB' F1000 SERIES OR APPROVED EQUAL COORDINATE FLANGE STYLE WITH MEMBRANE OR NON -,E BRANE INSTALLATIONS. b) SHOWER DRAINS (5D): LACQUERED CAST IRON BODY WITH DOUBLE DRAINAGE FLANGE, PUSH -ON GASKET CONNECTION, WEEPHOLES AND 6 -INCH ROUND OR 6X6 SQUARE HEAVY DUTY 6TAINLE55 STEEL STRAINER (AS SELECTED BY ARCHITECT), ONE-HALF INCH TRAP PRIMER TAP* 'MIRAB' FI000 SERIES OR APPROVED EQUAL COORDINATE FLANGE STYLE WITH MEMBRANE OR NON-,E,BRANE INSTALLATIONS. 26. VALVES SHALL BE INSTALLED IN DOMESTIC WATER SUPPLY AND DISTRIBUTION PIPING WHERE SHOWN ON PLANS AND IN ACCORDANCE WITH FBC-PLUMBING SECTION 606 REQUIREMENTS AND THE AUTHORITY HAVING JURISDICTION. ALL VALVES SHALL BE ASSESSABLE. PROVIDE ACCESS PANEL AS REQUIRED. WHERE LOCATED ABOVE CEILING, INSTALL VALVE AT MAXIMUM OF 24" ABOVE FINISHED CEILING. 21. 150LATE COPPER PIPE FROM HANGER SUPPORTS WITH ISOLATOR PAD (HAIR FELT LINING) SUPER STRUT MODEL C 115/16. FILL ALL VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM. CHASE TECHNOLOGY CORPORATION - CTC PR -855 28. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER ARRESTORS. ACCESS PANELS IN RATED WALL5 MUST MAINTAIN THE SAME RATING AND MUST MATCH THE FIN15H OF THE WALL. 29, ALL PIPE PENETRATIONS THROUGH EXTERIOR MA50NRY WALL5 SHALL BE SLEEVED AND SEALED WATER TIGHT. 30.COMPLETE WATER PIPING SYSTEM SHALL BE STERILIZED AND PRESSURE TESTED BY CAPPING OR PLUGGING OPENINGS, FILLING SYSTEM WITH WATER AND APPLYING HYDROSTATIC PRESSURE OF 125 PSI FOR PERIOD OF NOT LESS THAN 2 HOURS. 31, SOIL, WASTE, AND VENT PIPING SHALL BE TESTED BY CAPPING THE ENDS OF THE SYSTEM AND ALL LINES FILLED WITH WATER TO HIGHEST POINT, OR A MINIMUM OF 5 FEET AND ALLOW TO STAND UNTIL INSPECTION IS MADE AND WATER LEVEL REMAINS CONSTANT. 32, TEST GAS PIPING WITH PRESSURES AND TEST DURATION ACCORDING TO NFPA 54. 33, ALL MATERIAL INSTALLED IN RETURN AIR PLENUM SHALL BE NON-COMBUSTIBLE OR LIMITED COMBUSTIBLE, WITH MAXIMUM FLAME SPREAD INDEX OF 25, AND SMOKE DEVELOPMENT INDEX OF 501. 34.THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION. 35.ALL WORK AND MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL, STATE, AND ALL LOCAL CODES AND ORDINANCES HAVE JURI SD ICT ION, 36.THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) ONE YEAR FROM SALE: OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE: INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 31. VERIFY LOCATION, SIZE AND INVERTS OR ALL EXISTING UTILITIES PRIOR TO START OF GONSTRUGTION. ADVISE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 38.ALL FIXTURES SHALL BE PROVIDED WITH READILY ACCESSIBLE STOPS. 39.501L, WASTE, AND VENT PIPING SHALL BE PvC #40 DMV, EXCEPT THAT WASTE: AND VENT PIPING BETWEEN VERTICAL DROPS SHALL BE CAST IRON. 40. AIR CONDITIONING CONDENSATE DRAIN PIPING SHALL BE PVC #40 OF COPPER DRAIN WASTE AND BENT PIPE AND FITTINGS. INSULATE ALL CONDENSATE PIPING EXCEPT EXTERIOR PIPING. INSTALL ALL CONDENSATE PIPING FOR AIR CONDITIONING UNITS AS REQUIRED PER LOCAL CODES. 41. FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE AND PDI APPROVED SHOCK ARRESTERS ON MAIN LINES AND RISERS. 42, OWNER WILL PROVIDE FIXTURES. 43 -DIALECTIC COUPLINGS, EQUAL TO EPCD, ARE REQUIRED BETWEEN ALL DISSIMILAR METAL PIPING AND EQUIPMENT CONNECTIONS. 44.PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER ARRESTERS. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND MUST MATCH THE FINISH OF THE WALL. 45.PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEAN OUT PLUG FOR ALL WALL CLEAN OUTS, JOSAM 58890, 4ro.INSULATE HOT WATER SUPPLY AND RETURN WITH 1/2' THICK FI5ERGLA55. 4-f. ALL WASHERS LOCATED UNDER COUNTER SHALL HAVE SEPARATE HOT AND GOLD WATER SHUT -OFFS IN ADJACENT CABINET FOR ACCE5515ILITY. 40.ALL REFRIGERATORS AND ICE MAKERS TO HAVE ICE LINED BOXES. �6 MA&TER 5ATN ROOM 5ANITAR'1' RISEF D1AC�FAM NOT TO SCALE 2° ' ifs TO 2 a � I 2° BATH 2 I I,AVI 'I, 2" 5ATN 2 SANITARY' DIAGRAM NOT TO SCALE _ sr uD kiT �N °R 'IN Iry KITCHEN m TIO>J � 3 vR I 34 LAUNDRY GO <1TCNEN/LAUNDiR'I' SANITAR'' RI6ER DIAC->:RAM NOT TO SCALE ELECTFRIC TAN<LE&5 WATER NEATER (EUWH) WATER HEATER SHALL BE BOSCH TRONIC 5,000 WHOLE HOUSE ELECTRICAL TANKLE55 WATER HEATER, MODEL WH21, 2ro.9 KW ELECTRIC ELEMENTS WIRED FOR NON -CONCURRENT INDEPENDENT OPERATION AT 240 VOLTS, 120 AMPS, SINGLE PHASE INCOMING POWER. REQUIRES 200 AMP MAIN SERVICE. 5 YEAR LIMITED WARRANTY. TANKLES5 WATER HEATER SHALL MEET OR EXCEED ALL APPLICABLE SECTIONS OF ASHRAE STANDARD 90-80A AND NAECA REQUIREMENTS FOR ENERGY CONSERVATION. RECIRCULATING PUMP SHALL BE BELL AND GOSSETT SLC -305,1/20 HP, 120 VOLT, SINGLE PHASE OR GRUNDFO5 U015 -185U, 1/25 HP, 120 VOLT, SINGLE PHASE 2'-6 " -ALUMINUM TRELLI5 BEAM ABOVE 2'-6' X V -V X 14'W/ BOTTOM WITH 12' X BASE PLATE AND 4 N.S., TOTAL OF 6 C REQUIRED. (TYPIC TRELLIS FOOTE 3'X3'X1/4' 5TAINLE55 5j COLUMN. / TRELLIS FRAMING PLAN -� 1/4" = 1'-0" X S' ARE ALL 0 0 0 0 Poo ------ N J ctJ M � ..J 1 II Oro II m �+ 0 Q Z > W -------- =IJ 0 I'_3 1-3° II 1 z II C CIS d -ALUMINUM TRELLI5 BEAM ABOVE 2'-6' X V -V X 14'W/ BOTTOM WITH 12' X BASE PLATE AND 4 N.S., TOTAL OF 6 C REQUIRED. (TYPIC TRELLIS FOOTE 3'X3'X1/4' 5TAINLE55 5j COLUMN. / TRELLIS FRAMING PLAN -� 1/4" = 1'-0" X S' ARE ALL 0 0 0 0 Q Poo J M � ..J 1 z Oro Q vo�1 �+ 0 Q Z > W =IJ 0 1 z C CIS d QU I LL > 10 Cd 0100146 Z 0 zU W M Wm 66. 0 00 °Cz o a� z O � W r- qq z < o z Cd n N 0 � U Oro O� M Q � � J ..J 1 z Q > Z > W =IJ oo_ 1 z 1 mo � d QU I LL > 10 vJ 0100146 3;: zU W W Wm 66. Q m °Cz o a� z O � W r- qq z < o z drawn by: C.A.M. designed by: W.W. date: 08/03/2015 scale: 1/4' = 1'-0" project: revisions: sheet no: -04 3/8" NUT AND WASHER 3/8- EYE BOLTS W/ 3/8" S—HOOK TYP. OF 4 THRU TOP TRUSS CORD IR TYP. OF 4 (1) 2.0 DOUBLE — LOOP CHAIN TYP. OF 4 W/ 1/4- S—HOOK OR I—BOLT TYP. OF 4 :�j (1) AUX. DRAIN PAN e o (1) SAFETY FLOAT SWITCH \—# 12 SMS SCREW AND RUBBERIZED WASHER TYP. AHU HANGING DETAIL SCALE: N.T.S. CU MOUNTING DETAIL SCALE: N.T.S. SYSTEM AHU #2 BRAND - CARR/ER: 3 TON QTR -FANS 7/16" TURN AHU MODEL: 24ACB736 BUCKLE DIMENSIONS - H X W X D qv 40" X 32" X 32" TYP. OF 4 MCA :�j (1) AUX. DRAIN PAN e o (1) SAFETY FLOAT SWITCH \—# 12 SMS SCREW AND RUBBERIZED WASHER TYP. AHU HANGING DETAIL SCALE: N.T.S. CU MOUNTING DETAIL SCALE: N.T.S. NOTE: 1. REFRIGERANT LINES w/1/2" T -CELL INSULATION THRU ATTIC SECURED TO WALL w/ 4X4 26 GUAGE LINE CHASE 2. USE 3/4" SCH 40 PVC FOR CONDENSATE DRAINS. CONDENSATE DRAIN OUTLETS TO BE MINIMUM 12" OFF SLAB 3. AUXILLARY FLOAT SWITCHES ON AHU'S EXHAUST FAN SCHEDULE SYSTEM INEW CODE 50 CFM w/3" T-FIN-V.T.O. #2 BRAND - CARR/ER: 3 TON QTR -FANS CU AHU MODEL: 24ACB736 FV4CNF002 DIMENSIONS - H X W X D qv 40" X 32" X 32" 43" X 18" X 23" MCA W 22.08 58.5 MAX FUSE (AMPS) z c 35 60 HEAT STRIP (KW) x y U N/A 10 REF. LINE SIZE- ("O.D.) SUCTION 3/4 aWc REF. LINE SIZE- (" D.D.) LIQUID U 3/8 SEER: ZW 16.0 W SENSIBLE BTU'S: 26,550 m LATENT BTU'S: 9,450 o: Z TOTAL BTU'S: Q 36,000 W NOTE: 1. REFRIGERANT LINES w/1/2" T -CELL INSULATION THRU ATTIC SECURED TO WALL w/ 4X4 26 GUAGE LINE CHASE 2. USE 3/4" SCH 40 PVC FOR CONDENSATE DRAINS. CONDENSATE DRAIN OUTLETS TO BE MINIMUM 12" OFF SLAB 3. AUXILLARY FLOAT SWITCHES ON AHU'S EXHAUST FAN SCHEDULE #1 INEW CODE 50 CFM w/3" T-FIN-V.T.O. #2 1 NEW CODE 100 CFM w/4" T-FIN-V.T.O. QTR -FANS DUCTWORK - FLEXIBLE R -FACTOR - 6 NOTE: DUCTWORK TRUNK LINE AND DROP LOCATIONS MAY VARY FROM PLAN DUE TO TRUSS CONFIGURATIONS CONDENSATE DRAIN TO EXTERIOR IBM VENTILATION CALCULATIONS OPERABLE WINDOWS & EXT DOORS THE HOME IS 9.1 % VENTILATED WHICH EXCEEDS THE 4% CODE REQUIREMENTS MECHANICAL PLAN SCALE: 1/4"= 1'—O" LINES TO CU CU #1 avR 1zt PROJECT f. HALLERMAN CO In 0 N o c x >h E :3 0 Z 0Mco q 0 U N U II �- -0 m (.0 L0 p 0 h- n U o ; 0 W Q Z ^ � z 1 qv W 0 z c � x y U avR 1zt PROJECT f. HALLERMAN CO In 0 N o c x >h E :3 0 Z 0Mco q 0 U N U II �- -0 m (.0 L0 p 0 h- n U o ; 0 DRAWN BY: CHECKED BY: DATE: 0 0 ro V) E 0 o a d of to �NN O ��� >,- v _j:3Lo0)c ED o v 3 co 0 F_ LL_ 3 DL/HP CS 07/28/15 THE DESIGN PLAN & SPECIFI- CATIONS SUBMITTED HERE WITH ARE THE SOLE PROPERTY OF LINDSTROM AIR CONDITIONING INC. & ARE NOT TO BE REPR- ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. SHEET TITLE: FIRST FLOOR MECHANICAL PLAN SHEET NO.: M-1 W Q Z ^ � W 0 � U aWc c U ZW W m o: Z Z Q ui W z Q 8 Q w z to o DRAWN BY: CHECKED BY: DATE: 0 0 ro V) E 0 o a d of to �NN O ��� >,- v _j:3Lo0)c ED o v 3 co 0 F_ LL_ 3 DL/HP CS 07/28/15 THE DESIGN PLAN & SPECIFI- CATIONS SUBMITTED HERE WITH ARE THE SOLE PROPERTY OF LINDSTROM AIR CONDITIONING INC. & ARE NOT TO BE REPR- ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. SHEET TITLE: FIRST FLOOR MECHANICAL PLAN SHEET NO.: M-1 3/8" NUT AND WASHER 3/8" EYE BOLTS TYP. OF 4 W/ 3/8" S -HOOK THRU TOP TRUSS CORD TYP. OF 4 IR (1) 2.0 DOUBLE LOOP CHAIN C TYP. OF 4 W/ 1/4" S -HOOK OR I -BOLT TYP. OF 4 ao (1) AUX. DRAIN PAN L F__j I (1) SAFETY FLOAT SWITCH # 12 SMS SCREW AND RUBBERIZED WASHER TYP. AHU HANGING DETAIL SCALE: N.T.S. CIS MOUNTING DETAIL SCALE: N.T.S. UPGRADE TO 17.0 SEER SYSTEM AHU #2 BRAND - CARRIER: 3 TON QTR -FANS CU 7/16" TURN MODEL: 24ACB736 FV4CNF005 DIMENSIONS - H X W X D BUCKLE X 32" X 32" 54" X 22" X 23" MCA TYP. OF 4 58 MAX FUSE (AMPS) ao (1) AUX. DRAIN PAN L F__j I (1) SAFETY FLOAT SWITCH # 12 SMS SCREW AND RUBBERIZED WASHER TYP. AHU HANGING DETAIL SCALE: N.T.S. CIS MOUNTING DETAIL SCALE: N.T.S. UPGRADE TO 17.0 SEER NOTE: 1. REFRIGERANT LINES w/1/2" T -CELL INSULATION THRU ATTIC SECURED TO WALL w/ 4X4 26 GUAGE LINE CHASE 2. USE 3/4" SCH 40 PVC FOR CONDENSATE DRAINS. CONDENSATE DRAIN OUTLETS TO BE MINIMUM 12" OFF SLAB 3. AUXILLARY FLOAT SWITCHES ON AHU'S EXHAUST FAN SCHEDULE SYSTEM INEW CODE 50 CFM w/3" T-FIN-V.T.O. #2 BRAND - CARRIER: 3 TON QTR -FANS CU AHU MODEL: 24ACB736 FV4CNF005 DIMENSIONS - H X W X D - 40" X 32" X 32" 54" X 22" X 23" MCA 22.08 58 MAX FUSE (AMPS) 35 60 HEAT STRIP (KW) N/A 10 REF. LINE SIZE- ("O.D.) SUCTION 3/4 o � REF. LINE SIZE- (" O.D.) LIQUID 3/8 o SEER: 17.0 J U SENSIBLE BTU'S: 26,200 Q a) LATENT BTU'S: 9,800 m TOTAL BTU'S: 36,000 >) NOTE: 1. REFRIGERANT LINES w/1/2" T -CELL INSULATION THRU ATTIC SECURED TO WALL w/ 4X4 26 GUAGE LINE CHASE 2. USE 3/4" SCH 40 PVC FOR CONDENSATE DRAINS. CONDENSATE DRAIN OUTLETS TO BE MINIMUM 12" OFF SLAB 3. AUXILLARY FLOAT SWITCHES ON AHU'S EXHAUST FAN SCHEDULE #1 INEW CODE 50 CFM w/3" T-FIN-V.T.O. #2 1 NEW CODE 100 CFM w/4"T-FIN-V.T.O. QTR -FANS ., •.. DUCTWORK - FLEXIBLE R -FACTOR - 6 NOTE: DUCTWORK TRUNK LINE AND DROP LOCATIONS MAY VARY FROM PLAN DUE TO TRUSS CONFIGURATIONS CONDENSATE DRAIN TO EXTERIOR VENTILATION CALCULATIONS OPERABLE WINDOWS & EXT DOORS THE HOME IS 9.1 % VENTILATED WHICH EXCEEDS THE 4% CODE REQUIREMENTS MECHANICAL PLAN SCALE: 1/4"= 1'-0" 4" DRYER VENT TO OUTSIDE LINES TO CU PROJECT #: HALLERMAN kV,ti Lo Q ., •.. } O rLL �o �o PROJECT #: HALLERMAN DRAWN BY: DL/HP CHECKED BY: CS DATE: 07/28/15 THE DESIGN PLAN & SPECIFI- CATIONS SUBMITTED HERE WITH ARE THE SOLE PROPERTY OF LINDSTROM AIR CONDITIONING INC. & ARE NOT TO BE REPR- ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. SHEET TITLE: FIRST FLOOR MECHANICAL PLAN SHEET NO.: a Lo Q O �o �o Lo c0 CO — N �oh o � n o J J U iJo Q a) Lo = m X >) Z LL WU E (J� I-�z —im A 00 5; I Z O w Q) n •� N C) U \ � L0 p O CA O0 U O DRAWN BY: DL/HP CHECKED BY: CS DATE: 07/28/15 THE DESIGN PLAN & SPECIFI- CATIONS SUBMITTED HERE WITH ARE THE SOLE PROPERTY OF LINDSTROM AIR CONDITIONING INC. & ARE NOT TO BE REPR- ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. SHEET TITLE: FIRST FLOOR MECHANICAL PLAN SHEET NO.: a Q O z J J jco m = � Z WU W —im � o 5; Z O w z � 2 CA O0 DRAWN BY: DL/HP CHECKED BY: CS DATE: 07/28/15 THE DESIGN PLAN & SPECIFI- CATIONS SUBMITTED HERE WITH ARE THE SOLE PROPERTY OF LINDSTROM AIR CONDITIONING INC. & ARE NOT TO BE REPR- ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. SHEET TITLE: FIRST FLOOR MECHANICAL PLAN SHEET NO.: a