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655 NE 97 St (11)WINDOW SCHEDULE. MARK SIZE TYPE MATERIAL WIND PRFSSIIRF TYPE REMARKS. PCS. NEC 2'- 8"X6' —e 84"X48 " c ALUM. + 42 PSF 44 PSF EXISTING A SOLID POCKET 46 "X46 "�A re ALUM. + 42 PSF EXISTING B VAS DOOR SCHEDULE. 1 - ATERl71[ C.C.M. WIND PRESSURE POs. NEC STZE TYPE 1 2'- 8"X6' —e ALUM FRENCH + 42 PSF 44 PSF 2 2 WOOD SOLID POCKET 3 3' 0"X6' - 8" ALUM SOLID + 42 PSF 44 PSF DRAWN KERRY CHECKED C.C.M. DATE JULY 25 SCALE SHOWN SHEET A , f PARTITION WALL CABINET V OU N TI SCALE 3/4" ■1' 2 "x 4" P.T. STUDS 0 16" oc. NTS BASE PLATE u SECTION SCALE: 3/4 " =1' -0" u u u WOOD WALL SECTION 2 "X4" HORIZONTAL BRACE NEW TOP CABINET MOUNTED TO WALL W /4" WOOD SCREWS 03" OC NEW TOP CABINET MOUNTED TO WALL W /4" WOOD SCREWS Q3" OC NG DETAIL (2) 2 "x 4" P.T. TOP PLATE ATTACHED TO STUDS W/8 -10d NAILS. u 2 "x 4" BLOCKING ® MID HEIGHT ATTACHED TO STUDS w/ 2 -16d NAILS EACH END. 2 "x4" PT BASE PLATE ATTACHED TO SLAB W/ 6" LONG TAPCON SCREWS INTO EXIST SLAB 2" AND 016" OC 2 "x4" PT BASE PLATE ATTACHED TO SLAB WI 6" LONG TAPCON SCREWS INTO EXIST SLAB 2" AND 016" OC TOP OF SLAB ELEVATION = 0' -0" 4 EXISTING 6" CONC FLOOR 4" P.T. TOP PLATE CHED TO STUDS -10d NAILS. - 2"x 4" STUDS 0 16" oc. WALL SHALL BE 2 "x4" S.Y.P. FRAMING 0 16 "o.c. 2 "x 4" ATTACHED TO P.T. BASE PLATE W/8 -10d NAILS. SCALE; 3/4 " - 1' NEW TOP CABINET MOUNTED TO WALL W /6" TAPCON SCREWS 03 z NEW BOTTOM CABINET MOUNTED WALL W /6" TAPCON SCREWS 03" CONCRETE WALL CABINET V OU \TI \G DETAIL EXISTING GARAGE SIDE OF OPENINGS 6' -0" OR MORE WIDE. SOIL STATE V BURCLA E \T 0 NTUSO\ 1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300Ibs. APPLIED IN ANY MOVABLE DIRECTION, & IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN CHAPTER 36 OF THE SOUTH FLORIDA BUILDING CODE. 2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS IF KEY -IN- THE -KNOB -LOCK IS USED, THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS. 3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THW INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS WITH INSERTS. 4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS,OR BOLT, OR PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB, HEAD, SILL, OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED AT THE STRIKE & LOCK AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, & SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM THE OUTSIDE. 5. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT, WITH HARDENED BOLTS, OR BOLTS WITH INSERTS ENGAGING AT AT LEAST TWO OPPOSITE POINTS, A MIN. OF 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED & LOCKED BY ELECTRIC POWER 6. HINGES ON EXTERIOR OUT- SWINGING DOORS SHALL HAVE NON- REMOVABLE PINS. 7. JAMBS OF ALL EXTERIOR OFFSET TYPE IN- SWINGING DOORS SHALL BE RABBATTED OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF INTEGRITY OF LOCKS & LATCHES. 8. SINGLE -SWING EXTERIOR DOORS , IF WOOD, SHALL BE SOLID CORE OR NOT LESS THAN 1 -3/8" THICK. 9. VISION PANELS ON EXTERIOR DOORS, OTHER THAN GLAZING , WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE & SWINGING GLASS DOORS, SHALL COMPLY WITH "AMERICAN NATIONAL STANDARDS INSTITUTE" STANDARD 297.1. 10. SLIDING GLASS DOORS & WINDOWS SHALL BE INSTALLED & CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION & SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOC. STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. 11. GLASS & EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE - STANDARD 297.1. 12. SINGLE -SWING EXTERIOR & SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE MINIMUM 1 -3/8" THICK SOLID CORE & SHALL BE SECURED WITH A LATCH & SINGLE DEAD BOLT WITH A 1" MIN. THROW OR A COMBINATION OF DEAD BOLT SETS WITH LATCH THROW A MIN. OF 1/2" & BOLTS HAVING A 1" MIN. THROW. O 8'—O" STACKABLE WASHER do DRYER � lV STACK W &D �,TI L o iidotovE wALLL ON SITE OBSERVATION INDICATES A SOIL CONDITION OF UNDISTURBED ROCK& SAND CAPABLE OF SUPPORTING A DESIGN LOAD OF 2000PSF. AFTER GROUND BREAKING, A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED. N) are NEw POCKET DOOR NEW PAR111ON ALL ALL AWARE. NEW BASE CARNET W /COUNTER B FAMILY ROOM 74" A B E AND KITCHEN SCALE: 1/4" =1' -0" 1W EXIST DOORS 0 440 0 A J 4 TYP. WI SCALE: 1 " =1' -0" REF PROPOSED RENOVATIONS PLAN 11 NDOW BUCK POURED CONC. BEAM OR PRE — AST LINTEL CAST ?»x4 P.T. , LGK W/ TAPCON OR „ EQUIV. 1 @ 4 THR OUT (TYP.) SOLID FILLED C.M.U. N OR CONC. Q SIDE (TYP-) POUR D CONC. SILL (TYP.) C4_OS. TYP. DOOR BUC SCALE: i " =1' -0" B.R #2 POURED CONC. BEAM OR PRE— CAST LINTEL (TYP.) 2x4 P.T. BUCK W/ ., x 31" LG. T APCONCS OR EQUIV. (1) ® 4" E.E. & 12" 0.C. THRU —OUT (TYP.) SOLID FILLED C.M.U. OR CONC. COLUMN EA. SIDE OF WINDOW OPENING (TYP.) POURED CONC. FLR. (TYP.) PROPOSED OFFICE DRESSING EXIST STEP MASTER B.R BATH #1 VANITY LINEN EXIST AHU FOYER LIVING R041 EXIST AHU ROTATED SO THAT ACCESS PANEL FACES DOOR PORCH STRUCTURAL NOTES CODES AND STANDARDS Wind loads as per Florida Building Code, 2001 Edition. The project was designed in accordance with the building code requirements for reinforced concrete (ACI 318 /Latest Edition) (American Institute of Steel Construction) AISC ASD /Latest Edition. Building Code Requirements and Specifications for Masonry structures (ACI 530 -92 /ASCE 5 -92 /TMS 402 -92). Building Code Requirements and National Design Specifications for Wood Construction (ANSI /NFoPA NDS- 1991). SECTION AND DETAILS All details, sections and notes shown on the drawings are intended to be typical and shall apply to similar situations elsewhere unless otherwise noted. FOUNDATION Bottom of footings to bear on soil capable of safely supporting 2,000 psf. CONCRETE Concrete shall be ready mix and have a minimum compressive strength of 2500 PSI for footings and slabs on grade and 3000 PSI for beams, columns at 28 days. All concrete work shall comply with the requirements of the ACI Building Code (ACI 318 /Latest Edition), the ACI Detailing Manual (ACI 315 /Latest Edition), and the specifications for structural concrete for buildings (ACI 301 /Latest Edition). Concrete cover for reinforcing steel shall be as required by the latest ACI specifications. Welded wire fabric shall comply with ASTM A -185, unless otherwise specified. Place fabric 2" clear from top of the slab in slab on grade Lap all WWF a minimum of 6 inches unless otherwise noted. All reinforcing steel shall be manufactured from high strength billet steel conforming to ASTM Designation A -615 Grade 60. Lap all bars minimum 48 diameters unless otherwise noted on drawings. All hooks shown in reinforcement shall be ACI recommended hooks unless otherwise noted. TIMBER Structural timber to be Douglas Fir or SP #2 (minimum) stress grade lumber or approved equal. The minimum allowance properties are as follows: Fb = 1,150 PSI Fv = 90 PSI E = 1,600,000 PSI and pressure treated for use against concrete and masonry. All timber and timber construction shall comply with specifications and codes as specified below: American Institute of Timber Construction, Timber Construction Manual; National Forest Products Association, National Design Specification for Wood Construction; American Plywood Association, Plywood Design Specification; American Wood Preservers Association Standards; National Lumber Manufacturers Association, National Design Specification for Stress Grade Lumber and Its Fastenings. All timber connections are to be made using prefabricated connectors. Toe nailing will not be permitted. Submit manufacturer's date for approval. Fasteners to be as manufactured by Hughes, Simpson or Semco. WOOD TRUSSES Wood roof trusses are to be designed for the wood fabricator by a professional specialty engineer registered in the State of Florida. Truss fabricator to provide pre — fabricated hangers as required. Design, fabrication, and installation of wood trusses and sheet metal connectors shall be in accordance with the following standards. Design specifications for metal plate connected wood trusses (roof)(TPI 85); Design specifications for metal plate connected parallel chord roof trusses (floor)(PCT 80); Bracing wood trusses: Commentary and Recommendations (BWT 76); Handling and erecting wood trusses: Commentary and Recommendations (HET 80). STRUCTURAL STEEL All structural steel shall be fabricated and erected in accordance with the latest AISC code. Structural steel shall conform to ASTM Specification A36. All steel tubing shall conform to ASTM Specification A -500 Grade B (FY= 46KSI). All steel to have a shop coat of rust inhibitive paint. All shop and field welding shall be performed by welders qualified, as described in "American Welding Society's Standard Qualification Procedure" (ASW D1.1), to perform the type of work required. All steel welding rods shall be E70XX electrodes. MASONRY This project is designed as engineered unit masonry. FBC 2705.2 (a) structural design shall be in accordance with ACI 530 -95 /ASCE 5 -95 /TMS 402 -95, building code requirements for masonry structures and the commentary on building code requirements for masonry structures. FBC 2705.2(b) to satisfy this sub — section all. Masonry units shall be ASTM C -90 Type II with minimum compressive strength of 1500 psi on net area of individual units. All CMU shall be laid in a full bed of mortar in running bond U.O.N. All reinforcing steel shall be manufactured from high strength billet steel conforming to ASTM Designation A -615 Grade 60. All mortar shall be Type S in accordance with ASTM Specification C -270 with a minimum compressive strength of 1800 PSI at 28 days. No testing for mortar strength is required for this project. Grout shall be a high slump mix (8 " -11 ") in accordance with ASTM Specification C -476 having a minimum compressive strength of 2000 PSI. No testing for grout strength is required for this project. Provide 9 gauge horizontal joint reinforcement (ladder type only) at every second course for all exterior walls. All concrete masonry bearing and shear walls must be inspected by a qualified engineer just prior pouring of the foundation, 1st and 2nd floor tiebeam. Construction shall be in accordance with the "Specification for the Design and Construction of Load Bearing Concrete Masonry" published by National Concrete Masonry Association. EXISTING STUCCO FINISH. 8' X 3/4' RAISED SMOOTH STUCCO FIN. ACCENT BAND TYP. CONT. 1/2 ROUND DRIP. CONT. SEALANT AND BACKER ROD. GLASS & ALUM. FRAMED WINDOW UNIT. EXISTING GARAGE a 4 4 d • • HEAD EXISTING 8' X 12' CONC. TIE BM. GYPSUM BOARD FIN. INSULATION <TYP.> P.T. 1' X WOOD NAILERS AND FURRING STRIPS 3/16' ❑ X 5' LONG <MIN.> 'TAPCON' CONC SCREWS E 12' O.C. STAGGERED AND COUNTERSUNK INTO P.T. WD. 2' X 4' BUCK SET W/. LIQUID NAIL if HEAD AND SILL. CONT. SEALANT AND BACKER ROD. 3/16' ❑ X 5' LONG (MIN.> 'TAPCON' CONC SCREWS @ 12' O.C. STAGGERED AND COUNTERSUNK INTO P.T. WD. 2' X 4' BUCK SET W/. LIQUID NAIL @ HEAD AND SILL. CONT. SEALANT AND BACKER ROD. 8' X 3/4' RAISED SMOOTH STUCCO FIN. ACCENT BAND TYP. 8' X 8' CONC. CAP.- EXISTING STUCCO FINISH. N SCALE: 1/4 =1 - 0 " a. SILL EXISTING FLOOR PLAN GLASS & ALUM. FRAMED WINDOW UNIT. CONT. CAULKING AND BACKER ROD. CONT. MUD SET MARBLE SILL. P.T. 1' X WOOD NAILERS AND FURRING STRIPS EXISTING 8' CMU WALL WITH 8' X 12' CONC. TIE BM. P.T. 1' X WOOD NAILERS AND FURRING STRIPS GYPSUM BOARD FIN. INSULATION <TYP.) 3/16' ❑ X 5' LONG CMIN.> 'TAPCON' CONC SCREWS @ 12' O.C. STAGGERED AND COUNTERSUNK INTO P.T. WD. 2' X 4' BUCK SET W/. LIQUID NAIL & HEAD AND SILL. 8' X 3/4' RAISE SMOOTH STUCCO FIN. ACCENT BAND TYP. EXISTING STUCCO FINISH. :tititiCtiY:4�:•..:�:ti•:S► y • • grf JAMB CONT. SEALANT AND BACKER ROD. NEW 8' x 8' <MIN.>CONC. FILLED BLOCK CELL WI 1 - #5 VERT. GLASS & ALUM. FRAMED WINDOW UNIT. CONT. SEALANT AND BACKER ROD. DRAWN KERRY CHECKED C.C.M. DATE JULY 25 SCALE SHOWN SHEET A 2 DRAWN ELECTRICAL SC-EDLLE CIRCUIT # LOAD WIRE COND. BREAK VA REMARKS 1 -3 SMALL APPLIANCES #12 1/2" 20 3000 ,,/, -6:2 9 ` 4 HOT– WATER– HEATER #10 3/4" 30 4500 5 COOK TOP #6 1" 50 12000 6 SPARE #12 1/2" 20 1500 7 SPARE #12 1/2" 20 1500 8,9 DRYER /DRYER COMBO #10 3/4" 30 5000 10 SPRINKLER PUMP #12 1/2" 20 1500 11 REFRIGERATOR #1 1/2" 20 1500 19 SMOKE DETECTORS w/ bath circuit #12 1/2" 20 3000 13 -25 GEN. LIGHTNG/RECEPT. #12 1 / 2 " 20 7500 26 GARBAGE DISPOSAL #12 1/2" 20 3000 27 HOOD W /LIGHT #12 1/2" 20 3000 28 OVEN #6 1" 50 12000 29,30 EXIST 3.5 TON AHU #Prig �1 1" 50 10000 31,32 EXIST 3.5 TON CU #8 3/4" 40 3500 33 GARAGE OPENER #12 1 " 50 10000 34 POOL PUMP #12 3 / 4 " 40 3500 I DRAWN KERRY CHECKED C.C.M. DATE JULY 25 SCALE SHOWN SHEET A 3 NOTE provide arc —fault breakers for for all bedrooms ELECTRICAL \OTES 1. SMOKE DETECTOR 110 V. SOURCE TO BATH /KIT LIGHT CIRC. NO GFI 2. ALL ELECTRICAL EQUIPMENTS AND DEVICES TO BE LOCATED ABOVE NGVD 8' NOTE: ALL SMOKE DETECTORS 110V W /BATT. BACK UP AND INTERLOCKED AS PER N.F.P.A 72 ELECTRICAL NOTES 1. DO NOT SCALE THE ELECTRICAL DRAWINGS, REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT CONFIRM WITH OWNER'S REPRESENTATIVE. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. 3. MINIMUM WIRE SIZE SHALL BE #12 A.V.G. EXCLUDING CONTROL WRING. UNLESS OTHERWISE NOTED ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 4. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS. CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 5. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MADE, QUUICK - BREACK ENCLOSURES AS REQUIRED BY EXPOSURE. 6. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC, WITH OVERLOAD RELAYS IN EACH HOT LEG. 7. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 8. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C. 9. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS "LABELS" W-IERE APPUCABLE. 10. ALL WORK SHALL BE PERFORMED BY A UCENSE CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE, AND ACCEPTED BY ENGINEER /ARCHITECT. 11. ALL WORK SHALL BE COORDINATED OT HR TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 12. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 13, 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. 14, ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBUC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 1 5. CONTRACTOR SHALL PAY FOR ALL PERMITS FEES, INSPECTIONS„ AND TESTING 16. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES. 17. FURNISH AND INSTALL DISCONNECT SWITCHES AND WIRING FOR AIR CONDITIONING SYSTEM AS PER MANUFACTURERS RECOMMENDATIONS. CONTROLS ARE TO BE SUPPLIED BY AIR CONDITIONING CONTRACTOR AND CONNECTED BY ELECTRICAL CONTRACTOR. 18. ALL RACEWAYS UNDERGROUND SHALL BE A MINIMUM OF 3/4" 19. ALL CIRCUIT BREAKER, TWO AND THREE POLE TO BE COMMON HANDLES, OR TANDENS WILL BE ACCEPTED. 20. ALL FUSES, UNLESS NOTED ON DRAWINGS SHALL BE CURRENT "CI? RATED FOR 200000 AIC. CONDUIT. TRIP, NO TIE LIMITED FUSES 35 36-39 40 TOTAL LOAD 1ST 10000 100% REM 31000 40% SUB –TOTAL A/C LOAD TOTAL 35900 /240 DISH WASHER BEDROOM ARC FAULT GFI BATH LOAD CALC. 41000 10000 12400 22400 13500 35900 = 149.6 A EXIST. 150 AMP SERVICE IS OK. #12 #12 #12 1 /2" 1/2" 1/2" 20 20 6' -0" 20 1500 1500 1500 – 3/0 THWN IN 1 -1/2" 150A MCB 150A PNL #4 SOLID CU. TO CWP & 2 - 5/8" x 10' GRD. RODS ATTACHED TO STRUCT. STL. IN BLDG. FOUNDATION 19– GFI –WP, FAMILY ROOM 14 NOTE: PROVIDE DIMMER SWITCHES AT THE FOLLOWING AREAS: BATH CEILING LIGHT,FAMILY ROOM, FAMILY ROOM, OVEN KITCHEN UGHT CEILING DINING FIXTURES & CONES 19 EXIST PANEL TO BE RELOCATED TO FACE THE INTERIOR OF GARAGE - - - � \ .i P 1 0. 1 19 PED CABLE RECREATION 0 3 PHONE-1 'UTILITY ■ 5' Li/ f � tom 18 PHONE RMIMy,E EXIS 9 RECPT (TYP) 11" f 21 � L_ 141 16 REMOVE - - OVEN 2: 14 1J6-.= 8 i X15 C 1�1 i FAN TO BE j O / CENTER OF / % RELOCATED'IN ROOM i 151 EXIST FAMILY ROM LOOR MTD L15 O RECEPT REMOVE feXIS11NG APPLIAKCE RELOCAAS SHOWN // 1 - 1) 17 11 170 REMOVE 1 N. i " i C¢ONTER 16 3 –GI 3 –G KITCHEN 1 16/ 14 /1 18 _ _ -'116 REMOVE EXIST EXIST LIGHT STEP ,- i 19 19 �j► _ ■ 1111 `mite 16 NEW BAR REMOVE � � / /i .-i ' ,G- �/y,� ''/`� 1 9– GFI –W .Ip 5 ���Y 14 NEW E LE CTR I CAL PLAN SCALE: 1J4 " =1' -0" DRESSING 0 BATH # 1 REMOVE EXIST RECPT (TYP) –, j EXIST I SWITCH & IRECPT TO EMAIN / 1 � MASTER B.R 15 BATH #1 VANITY I 29,30 —1 I EXIST L A /C ELECTRICAL THIS WORK SHALL BE DONE AS PER REQUIUREMENTS OF THE NATIONAL ELECTRICAL CODE (NFPA 70) & ALL OTHER ALL ELECTRICAL MATERIALS & EQUIPMENT SHALL BE APPROVED BY UNDERWRITERS LABORATORIES & SHALL BEAR THE U.L. LABEL. RULES OF THE LOCAL UTILITY COMPANIES SHALL BE COMPLIED WITH. THE DRAWING INDICATES THE EXTENT & GENERAL ARRANGEMENT OF EQUIPMENT & WIRING SYSTEMS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES ALL WIRES #8AWG & SMALLER SHALL BE SOLID COPPER ALL WIRES #6AWG & LARGER SHALL BE STRANDED COPPER. ALL CONDUIT SHALL BE E.M.T. WHERE CONSEALED IN WALLS OR CEILING. IT SHALL BE I.M.C. WHERE EXPOSED OR IN CONCRETE. CONTRACTOR IS TO VERIFY THAT THE EXISTING ELECTRICAL PANEL & ELECTRICAL FEED ARE ADAQUATE TO RECEIVE NEW ELECTRICAL DEMAND LOAD PRIOR TO CONSTRUCTION. CONTRACTOR IS TO MODIFY EXISTING ELECTRICAL PANEL & ELECTRICAL FEED AS REQUIRED TO RECEIVE NEW ELECTRICAL DEMAND LOAD. ALL EXTERIOR, BATHROOM & GARAGE RECEPTICLES & EXTERIOR LIGHTS WITHIN 16' OF POOL & LESS THAN 12' IN HEIGHT SHALL BE ON GROUND PRIOR O EQU EQUIPMENT & OTHER ROUGH R EQUIPMENT TO OBTAIN CORRECT WI E NAMEPLATE OF A /C SIZES CLOS. LINEN T RECENTER UGHT DINING ROOM EXIST. AHU C S. FOYER \ OTES. L CLOS_ B.R #2 SD. B.R #3 CLOS. PORCH REVISIONS LU LJ LU LEGE PLU \D VIBING NOTES: SANITARY SEWER LINE COLD WATER SUPPLY LINE HOT WATER SUPPLY. 1. ALL PLUMBING SHALL BE DONE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, STATE AND LOCAL ORDINANCES. 2. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES REQUIRED. 3. PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF DEFECTS I MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FRO DATE OF ACCEPTANCE. 4. SUBMIT SHOP DRAWINGS TO ARCHITECT /ENGINEER FOR APPROVAL OF ALL EQUIPMENT, ATERIALS AND LAYOUTS PRIOR TO INSTALLATION. 5. OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC. AS REQUIRED BY FIELD CONDITIONS. COORDINATE WITH ALL EXISTING AND NEW WORK. 6, PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 7. COORDINATE WORK WITH OTHER TRADES. 8. FURNISH AND INSTALL PLUMBING FIXTURES AS SPECIFIED IN FIXTURE SCHEDULE, OR EQUAL 9, EACH PLUMBING FIXTURE SHALL BE PROVIDED WITH AIR CHAMBERS AS PER S.F.B,C. 10. PROVIDE SHUT OFF VALVE FOR EACH FIXTURE. 11. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 12. PROVIDE PIPING AS FOLLOWS: DOMESTIC COLD/HOT WATER PIPING AND EWH P &T REUEF DRAIN PIPE: COPPER TUBE TYPE L OR M ABOVEGROUND WITH SOLDER JOINTS, MIN. 125 LB. TOG BRONZE VALVES. SANITARY WASTE AND VENT PIPING: BELL AND SPIGOT CAST IRON PIPING WITH COMPRESSION GASKETS UNDERGROUND. NO HUB CAST IRON PIPING, COPPER DWV OR PVC DRAINAGE ABOVEGROUND. LP GAS. (WHERE APPUCABLE) UNDERGROUND PIPE TO GAS METER PROVIDED BY GAS COMPANY. SCHEDULE 40 GALVANIZED OR BLACK STEEL PIPE WITH THREADED FITTINGS ABOVEGROUND, 13. INSULATE HANDICAPPED LAVATORY WASTE PIPING WITH 1/2 THICK ELASTOMERIC POLYETHYLENE CLOSED CELL THERMAL PIPE INSULATION WITH ALL EDGES SEALED, AS RECOMMENDED BY THE MANUFACTURER. EXISTING GARAGE OTE: NO JOINTS UNDER CONCRETE SLAB SLOP 2" AND SMALLER LINES AT 4" PER FOOT. 3" AND LARGER LINES AT $' PER FOOT. I• .I n, �n 8'-0" GARAGE NEW 1 -1" VTR STACK I ITY " CUT EXIST SEWER LINE CONN. NEW SEWER. THIS POINT. DRAIN FROM DISHWASHER OVEN 2" VENT L g THRU ROOF OFF SET TO AVOID NEW WALL ABOVE EXISTING WATER HEATER SCALE: 1/4' =1' -0" FAMILY ROOM P REMOVE EXIST SIN 111 PROVIDE PIPING TS EW SINK • .\■1• - .II PLUMBING PLAN EXISTING 4 "SEWER LINE REF EXISTING 1— " VTR PROVIDED CO BASE OF STACK EX . ' EP ff EXIST. AHU ck .OS. n FOYER LIVING ROOM CLOS. L= q B.R #2 B.R #3 _7\ a a "a— CLOS. n PORCH HVAC DESIGN REQUIRES: YES NO ✓ DUCT SMOKE DETECTOR C.C.M. FIRE DAMPERS) DATE ✓ SMOKE DAMPERS) SCALE ✓ FIRE RATED ENCLOSURE SHEET A ✓ FIRE RATED ROOF/FLOOR CEILING ASSEMBLY 6 \V FIRE STOPPING ✓ SMOKE CONTROL ✓ DRAWN KERRY CHECKED C.C.M. DATE JULY 25 SCALE SHOWN SHEET A 6 FAMILY ROOM OM GA. I DX. DRYER D. WsoE Am ©W CD Ott, 10 r cif U.G. O NEW 1 W 10 X 175 CFM i U PER Fi SEC, 307.2.3 REQUIRES AHU TO BE PROVIDED WITH AN AU)C Y pRAIN PAN OR PROV1Dm AN AUXILIARY FLAT . SEE MU DETAIL PER FDIC SEC. 603.9.3 REQUIRES AHU CLOSETS TO BE PROVIDED A 1 4' CLEARANCE ON ALL SIDES OF AHU. PROPOSED OFFICE KITCHEN P L_ OVEN SCALE: 1/4 =1 - 0 " FAMILY ROOM D GOO 0 0 NEW 1 W 10 X 8 175 CFM PROPOSED HVAC PLAN REF BATH #2 p MASTER B.R DRESSING I E BJu- SAL STEP AIR .1• I. BATH #1 VANITY EXIST.i L AHU CLOS. LINEN F FOYER EX3ST MU ROTATED SO THAT ACCESS PANEL FACES DOOR LIVING ROOM CLOS. B.R #2 B.R #3 CLOS. PORCH p.'j Wt > (y) a o -cr1 CY) Z - \ j W ~ � / Z Q H CY cU Q (.4 CY CO tY Li] W f Y� 'H- I 1 4 AIR HANDLING UNIT SCHEDULE UNIT NUMBER AHU -1 – LIMIT A AHU -2 –UNIT B MATCHING CONDENSING UNIT CU -1 CU -2 UNIT LOCATION AHU CLOSET AHU CLOSET UNIT TYPE VERTICAL VERTICAL ENTERING AIR TEMP_ (db /wb) 80"/ 67' 80 67' MANUFACTURER RHEEM RHEEM MODEL NUMBER RBH C-1 4J07SFE RBHC- 1711SFD EVAPORATOR CFM 800 1200 EXTERNAL STATIC PRESS •30 .30 EVAP. FAN MOTOR H.P 1 /6 1 /4 UNITS MIN- SEER 12.00 11.40 AVAILBLE VOLTAGE 208/240 -1 -60 208/240 -1 -60 TOTAL HEATING CAP (kw) 5.3 ® 208 VOLTS 7.3 0 208 VOLTS NUMBER OF ELEMENTS 2 2 FILTER TYPE PERMANENT PERMANENT UNIT WEIGHT (LBS) . 81 92 CONDENSING UNIT SCHEDULE UNIT NUMBER CU-1–UNIT A CU -2 –UNIT B UNIT LOCATION OUTSIDE OUTSIDE UNIT WEIGHT (Ibs) 150 169 UNIT NOMINAL CAP. (TONS) 1 -1 /2 2 -1 /2 MATCHING AHU NUMBER AHU -1 AHU -2 MANUFACTURER RHEEM RHEEM MODEL NUMBER RAMB018JAZ RAMB030JAZ CALCULATED SEN. COOLING CAP. (BTUH) 11685 19976 CALCULATED TOTAL COOUNG CAP. (BTUH) 16792 27414 AMBIENT TEMPERATURE 95 95° UNIT'S MIN. SEER 12.00 11.40 AVAI LABLE VOLTAGE 208/230 -1 -60 208/230 -1 -60 UNIT'S MIN CIRCUITS AMPS 13/13 19/19 UNIT'S MAX FUSE SIZE 20/20 30/30 LIQUID UNE DIAM. 1 /4" 1 /4" SUCTION UNE DIAM. 3/4" 3/4" CATALOG INFORMATION SEN. COOUNG CAP. (BTUH) 13200 20900 CATALOG INFORMATION TOTAL COOLING CAP. (BTUH) 18100 28600 EXH. FAN SCHEDULE 004 FAN No. FF-1 EF-2 EF'-3 EF-4 AREA SERVED BALM UNIT A BATH UNIT A BATH UNIT B BATH UNIT B FLOOR 1ST 157 1ST 1ST - LACATION caouNo cauNo cau$o cnuNG Y 5o ao 50 50 STATIC PREUFLE 1/4' 1/4' 1 / 4 ' 1/ TYPE DRIVE DIRECT DIRECT DIRECT DIRECT 1,110ToR ALPS 0.15 0.15 0.10 0.16 ELECTRIC CHARACT. 110 -1--00 110 -1-60 110 -1-60 110 -1-60 MANUFACTURER NUTONE Nur0Ne NuroNE . NuroNE Mou s. NUMBLl% LS0 Lso0 RE ARILS 13.0.0.E.F.H I B.C.D.E.F.H B.C.D.EIF.H 6 •C. 13 .E.F.H (A )ttocr CUR11.0 swill:K.0n= GiouropoRo amo MEXPLOSON PROOF T CAP c TIC STARER HVAC SYMBOLS GENERAL m 1HERHC6TAT ail CUBIC FtFr PLR I AHU AYR HANDLING UNIT CU 0 :0 0 EINIIICI UNIT Rs RAl10OU1>tP sucoct r_ RL IY77Yaolle(I' Lam pr*p CD OCeIDENSA1E PIWNG l!iii- Door *rim RINSING VwNEs ✓ TAP-Off DUCT Vili AYR SCOOPER •- V` Y TAP -Off DUCT I p1H v DUCT AIR DISTRIBUTION CO CCLING DIFFUSER R/A TR.G'S RET. AIR TRANSFER GRILLES =No DIFFUSER ALUMINUM irEL Z80AA 1IIUS art AI'RIRDVED EQUAL RE. REL AYR TRANSFER MLLES ALL ALU $UM °RUE SITE: SEE PLAN MODEL 4R. MFR: flUS OR APPROVES EQUAL CO ■,,,/ HVAC DESIGN CHART HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR (S) ✓ FIRE DAMPER (S) 25 ✓ FIRE RATED ENCLOSURE ✓ FIRE RATED ROOF/FLOOR ✓ FIRE RA1ID CEIUNG ASSE1,I8L.Y ✓ FIRE STOPPING Y DRAWN KERRY CHECKED C.C.M. DATE JULY 25 SCALE SHOWN SHEET AE A/C GENERAL NOTES 1. THE WORK THAT IS TO BED E UNDER THIS HEADING 1 DES THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, PMAITS, FEES INSPECTIONS, TESTS, INSURANCE. ETC. REQUIRED I FOR THE PLEIION OF THE AIR CONDITIONING SYSTEii SHOWN ON THE DRAVIINGS AND/ OR USTED BELOW, 2. VENTILATION DUCTWORK SHALL BE GALVANIC STEEL WITH GAU DUCT CONSTRUCTION BRACING AND SUSPENSION IN ACCORDANCE �IITH THE REI�IIII�rII1Mr1ENDA11d S SET FORTH IN THE LATEST EDITION OF TH A.S.H.R.A.E. GUIDE AND SJLA.C.N.A. STANDARDS. DUCT S ZES SHOWN ARE " INSIDE" DIMENSIONS. VERIFY EXACT LOCATION OF DUCT WITH RESPECT TO STRUCTURE BEFORE FABRICATION. 3. FLEXIBLE DUCT SHALL BE STEEL HELIX WIRE ON 7/8" CENTERS, ENCAPSULATED IN A CONTINUOUS SOFT VINYL FILM, JOINED BY MOLECULAR WE.DING TO FORM AN AIR TIGHT INNER CORE, THE CORE IS TO BE INSULATED WITH FIBIWLASS INSULATION (R -6), AND SHEATHED IN A REINFORCED, ALUMINUM ALIXD POLYESTER VAPOR BARRIER JACKET PROVIDE SPIN COLLAR WITH DAMPER AND EXTRACTOR WHERE FLEXIBLE DUCT IS CONNECTED TO RECTANGULAR DUCTWORK. DAMPER ACTUATOR SHALL BE MENDED OUTSIDE INSULATION. 4. AIR CONDITIONING SUPPLY AND RETURN DUCTWORK SHALL BE 1 -1/2" (R -6 MIN.) FIBERGLASS U.L 181 USTED, CLASS I AIR DUCT. DUCTWORK SHALL BE FABRICATED IN ACCORDANCE VA H STANDARDS (R -6 TOP LEVEL, R--4.2 IN OTHER LEVELS). 5. TEMPERATURE CONTROL SHALL BE A ROOM THERMOSTAT FOR HEATING /COOLING WITH STAGES AS REQUIRED. HEARD. PVC CAP WITH 1/8" DIA HOLE DRILLED ON TOP FOR VENT. 1 -1/2" PVC SCH. 40 PIPING. 3" 3/4" CONDENSATE DRAIN PIPE ABOVE FLOOR SLAB FOR CONT SEE PLAN THIS DRAWING. CONDENSATE DRAIN PIPING DETAIL SCALE: N.T.S. 6. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID IN'11= RFEREN WITH THE PROGRESS OF CONSTRUCTION AND IN STRICT PUANCE WITH ALL APPUCABLE CODES AND STANDARDS, 7. MECHANICAL CONTRACTOR SHALL VERIFY DIRECTION OF EXISTI G STRUCTURE BEFORE INSTALLATION OF EQUIPMENTS AND DU SHOULD ANY DISCREPANSIES BE FOUND CONTACT ARCHITECT GINEER. 8. VIBRATION ISOLATION: AFL EQUIP ER ENT AS MANUFACTURER RECOMMENDATIONS TO ELIMINATE ANY EQUIP NOISE FRO BEING 9. GUARANTEES: A. ALL CONTRACT MOTORS LLL HAVErA NEW RS PROD CT�GUARANIg FROM DATE OF START —UP. B. CONTRACTOR, DEFECTS GUARANTEE PERIOD MATERIALS OF NOT LE THAN A 1 � YEAAR FROM DATE OF ACCEPTANCE 10. TESTING: A. ALL REFRIGERANT HIGH SIDE PIPING TO 300 PSIG. LOW SIDE TO 150 PSG. CR AFTER TESTING, EVACUATE SYSTEM TO 28% HOURS WITH PUMP PRESSURE FF. BREAK VACUUM WIT 1 H REFRIGERANT. B. BALANCE AIR SYSTEM TO DELIVER QUANTITIES AT EACH OUTLET WITHIN 5% USING A.A.B.C. PROCEDURES AND TESTS. SUBMIT AIR BALANCE TEST RESULTS FOR APPROVAL PRIOR TO FINAL INSPECTION. 11. REFRIGERATION SUCTION PIPING SHALL BE INSULATED lH 3/4" IN— COAFlEX. ARMAFLEX INSULATION MAY ONLY BE USED IN NON — PLENUM AREAS. FINISHED WHERE EXPOSED WITH 2 COATS OF WHITE LATEX PAINT ALL A PER MANUFACTURER'S INSTRUCTION. 12. ALL REFRIGERANT PIPING SHALL BE TYPE "K" HARD COPS TOGETHER WITH WROUGHT COPPER SOLDER FITTINGS. JOINTS SHALL BE MADE WITH SILVER SOLDER OR "SILFOS". ALL CONDENSATE DRAIN PIPING TO BE SCHEDULE 40 TYPE II HIGH IMPACT PVC WITH SUP JOINT FITTING OF THE SAME MATERIALS WITH AN APPROVED SOLVENT INSTALLED IN A MANNER RECOMMENDED BY THE FITTING MANUFACTURER. 13. AU. WORK SHALL CONFORIA WITH THE MECH, BLDG. CODE 2001, 2002 REVISIONS, AND ALL OTHER APPUCABLE STATE AND LOCAL REGULATIONS AND ORDINANCES. 12' MINIMUM A. H. U. FLEX. DUCT SUPPLY AIR PLENUM W/R -6 INSULATION W/R -6 INSULATION RS&RL PIPING TO CU-1 FOR CONT. SEE PLAN. UNIT TIGHT TO PLENUM W/2" FOAM SEAL HEIGHT TO BE DETERMINED AT JOB SITE R -4.2 INTERNAL INSULATION AIR HANDING UN I T 3/4" C.D. A. H. UNIT N.T.S. BACK GRAFT CEILING EXHAUST FAN DETAIL FLEXIBLE DUCT CONNECTION DT L v SCALE: N.T.S. PIPE SLEEVE NOTE' DETAIL IS DIAGRAMMATIC, SEE PLAN FOR CORRECT ORIENTATION OF DUCTS & RS & RL PIPING. 1 ci - SLOPED ROOF CAP. ETAL DUCT GRILLE EXH. FAN AIR INLEt DUCT JOINT WI TH DUCT SEALER & TAPE. I NSULATED FLEX. DUCT R -6 INSULATION DIFFUSER O SEAL JOINT ■1H DUCT SEALS & TAPE. SUPPLY AIR PLENUM R -6 INSULATION FLEXIBLE DUCTS Vy/R -6 INSULATION A 2 C.D. BELOW CONC. SLAB. V10UNTING DETAIL ROOF TRUSS SPACE CLOSET PARTITION 3/4" SAFE- T- SWITCH (AUXILIARY FLOAT SNITCH) MFR. SMD RESEARCH, INC. M OCA RATON, FL. ODEL NUMBER SS2 LTER 1 -1/2" X -1/ y X 1/4" ANGLE ALU SUPPORT STAND. CLOSET FLOOR (2) #10 TEK SCREWS 16 GA. X 1-1/4 GALV STRAP. 1/2" HILTI SLEEVE ANCHOR, MIN. 2- 1/2' PENETRATION (4 TYP.) SCALE: N.T.S. NOTE: FASTEN HOLD DOWN STRAPS TO C.U. & CONC. PAD TO WITHSTAND HURRICAND FORCE WINDS OF 146 MPH. COND UNIT. MASON INDUSTRIES 2" X 2" X 3/4" SUPER "W" PAD TYP EACH CORNER. DRYER EXHAUST DUCT DETAIL CONC. SLAB 1/4' SS COATED CABLE ANCHORED TO 4' CONC. SLAB C ❑NC. SLAB I' - SS COATED CABLE W /CLIPS EA, END (3 PER UNIT) - '- EYEBOLT 4' CONC. SL • B COMPRESSOR SECTION ACCESS PANEL DISC. SWITCH RS & RL ABOVE FIN. GRADE CONDENSING UNIT MOUNTING DETAIL SEE DETAIL THIS SHEET 1 #b CONT. AIR FLOW TTTTTTTT 4_ HIGH CONC. PAD 12" MIN_ FROM AN CONSTRUCTION ISOMODE PAD UNDER UNIT HER VISIONS Z e e l : f r r r i M , z 111 655 N.E. 97TH STREET w.I raF • 44. 14.6::: A4-=4)° :•4 444 °S i .1r ° t ' It t 4,,a > `2`1 -6",x 4'f -rx/ii Pt,Q :1q . E 4.1.0 7'°�v. u 01.4 44.4 74 4444 `klk.),E Q 4'. g "F! :I . ;; 4 : 4 Z 4d •ll, 1,LK'a49A SC 4: , :; , ,(,e...t. 4/14.4., w „, 1 47 . : 7 4 ,z (p.d. , .az x y . 4 i/ -. G, .4441= "77«;x., R , r, 4 ;;O ;:1 7, •{"` 71 4 l&A.1. ; a; .. ... ..... ...Acres 3 s p;c7 Xp j *� _fi 3. 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