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HomeMy WebLinkAboutBUILDING PLAN SPECIFICATIONSa o e DIVISION I - GENERAL kEQUIREMENTS 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A. THESE GENERAL NOTE`. UNLESS OTHERWISE NOTED B. SOUTHERN STANDARD BUILDING CODE, LATEST PALM BEACH EDITION. C. ALL APPLICABLEA LOCAL AND STATE E ORDINANCES. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. ANY DISCREPENCIES SHALL BE REPORTED TO THE ARCHITECT AT ONCE BEFORE PROCEEDING. 3. CONTRACTOR AND SUBCONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH EXISTING SITE CONDITIONS. 4. THE CONTRACTOR SHALL COMPLY WITH ALL CODES, LAWS, ORDINANCES AND REGULATIONS OF THE STATE, LOCALITY, A.G.A. NATIONAL BOARD OF FIRE UNDERWRITERS AND OTHER PERTINENT CODES. 5. CONTRACTOR IS TO SECURE ALL PERMITS REQUIRED FOR HIS WORK AND TO PAY ALL FEES INCIDENTAL HERETO. NOTIFY ALL GOVERNING AGENCIES AND UTILITIES PRIOR TO COMMENCEMENT OF WORK. 6. ALL MECHANICAL EQUIPMENT; INCLUDING PLUMBING, HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT TO COMPLY WITH STATE OF FLORIDA ENERGY G CONSERVATION REQUIREMENTS. 7. THE CONTRACTORS WILL BE HELD RESPONSIBLE FOR THE COMPLETE AND SATISFACTORY ACCOMPLISHMENTS OF ALL WORK UNDER THIS SECTION, ALONG WITH THE PROCEDURES AND FORMALITIES OUTLINED IN THE INSTRUCTIONS TO 4f BIDDERS, GENERAL CONDITIONS, SPECIAL CONDITIONS AND ADDENDA, 8. THESE SPECIFICATIONS AND ACCOMPANYING WORKING DRAWINGS CONTEMPLATE THE FURNISHING AND INSTALLING OF MATERIALS, EQUIPMENT, SUPPLIES, AND LABOR �! REQUIRED FOR THE COMPLETE PEROFORMANCE OF ALL OPERATIONS RELATING TO THE MECHANICAL WORK. 9. THE CONTRACTORS WILL BE HELD RESPONSIBLE FOR THE COMPLETE AND SATISFACTORY ACCOMPLISHMENTS OF ALL WORK UNDER THIS SECTION, ALONG WITH THE PROCEDURES AND FORMALITIES OUTLINED IN THE INSTRUCTIONS TO BIDDERS, GENERAL CONDITIONS, SPECIAL CONDITIONS AND ADDENDA. 10. BEFORE BIDDING ANY WORK, THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND MAKE SUCH MEASUREMENTS AND ADJUSTMENTS AS MAY BE REQUIRED FOR HIS WORK, DIVISION II - SITE WORK 1. REFER TO BORING TEST AND SOILS REPORT. SOIL UNDEk SLAB SHALL BE CAPABLE OF SUPPORTING DESIGN LOAD OF 2500 P.S.F. SOIL SHALL BE VERIFIED BY SOIL ENGINEER. IF ANY OTHER CONDITIONS ARE ENCOUNTERED. NOTIFY THE ARCHITECT AT ONCE. 2. SITE SHALL BE CLEARED OF ALL FALLEN TREES AND SHRUBS AND RESULTING $TRASH, STUMPS AND VEGETATION. 3. FILL UNDER BUILDINGS SHALL BE 95% COMPACTED CLEAN SAND, 1N LAYERS NOT MORE THAN 12" THICK, 4. PROVIDE GROUND POISONING PER F.H.A. MPS UNDER ENTIRE SURFACE OF FLOOR GARAGE, AND STOOP SLABS AND BOTH SIDES OF FOUNDATION WALL. DIVISION ill - CONCRETE 1. CONCRETE TO BE MACHINE MIXED WITH A MAXIMUM OF 6 112 GALLONS OF POTABLE WATER PER 94 LB SACK OF CEMENT FOR A MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE WITH MAX 6" SLUMP. 2. ALL 4" SLABS SHALL BE REINFORCED WITH 6 X 6 X 10/10 WWM OVER 4 MIL V.B. 3. ALL POURED -IN -PLACE CONCRETE TO BE MINIMUM PSI IN 28 DAYS. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301-71). S. REINFORCING STEEL TO BE NEW BILLET STEEL CONFORMING TO LATEST ASTM A-615 GRADE 60 SPECIFICATIONS FABRICATED IN ACCORDANCE WITH MANUAL O STANDARD PRACTICE OF THE C.R.S.I, AND PLACING IN ACCORDANCE WITH A.C.I. BUILDING CODE AND MANUAL OF STANDARD PRACTICE. 6. MINIMUM CONCRETE OVER REINFORCING STEEL: FOOTINGS 3": COLUMNS 1 1/Z"; BEAMS 1 112"; INT. SLABS 1"; AND EXP. SLABS 1 1/2". 7. LAP ALL BARS AT CORNER SPLICES 36" DIAMETER MIN. AND STAGGER SPLICES. 8. ALL VERTICAL BARS SHALL HAVE A MINIMUM LAP OF 24 DIAMETERS. DIVISION IV - MASONRY I. CONCRETE MASONRY UNITS SHALL BE ASTM C90-70. GRADE A AND STORED IN A DRY PLACE UNDER COVER. FACE SHELL THICKNESS SHALL BE NO LESS THAN 1 THICK WITH A 1" MIN. WEB THICKNESS. 2. ERECT MASONRY INCLUDING REINFORCING AND SET BOLTS, ANCHORS, STRAPS, SLEEVES AND OTHER NECESSARY ITEMS AND PROVIDE OPENINGS REQUIRED BY OTHER TRADES. DO NOT USE SQUARE END BLOCKS ABUTTING CONCRETE COLUMNS. ALL MASONRY SHALL BE LAID IN FULL MORTAR BEDS. 3. MORiAR SHALL CONFORM TO ASTM C270 TYPE M. 4. REINFORCED UNIT MASONRY CONSTRUCTION SHALL COMPLY WITH NCMA TR75-B. DIVISION 6 - METALS 1. PIPE COLUMNS SHOWN SHALL BE DOMESTIC STEEL CONFORMING TO ASTM A-53 GRADE B WELDED AND SEAMLESS. CONCRETE FILLED WITH VENTS T 6 B. 2. ALL STRUCTURAL STEEL TO BE DOMESTIC ASTM A-36, 3. SHOP COAT ALL STRUCTURAL STEEL WITH A NON-LEADED RED PRIMER. 4. STRAP ANCHORS AND TRUSS BEARING PLATES TO BE HOT DIPPED GALV. IRON AS MANUFACTURED BY TECO, BAUSCH, OR APPROVED EQUAL. METAL RANGERS TO 6E 18 GA, GALVANIZED IRON. 5. DEVICES, INCLUDING ANCHORS, FASTENERS, HANGERS AND SUPPORTS, SHALL BE A TYPE DESIGNED OR FAABRICATED FOR THE PURPOSE, AND SHALL ADEQUATELY AND SAFELY SECURE THE MATERIAL AND EQUIPMENT AND PRESENT A NEAT APPEARANCE. 6. MAKE JOB FABRICATED HANGERS OR SUPPORTS FROM STANDARD STRUCTURAL SHAPES AND HARDWARES. 7. ALL BOLTS, SCREWS, NUTS AND OTHER THREADED DEVICES SHALL HAVE U-S. STANDARD THREADS AND HEADS AS APPROPRIATE. a DIVISION VI - CARPENTRY 1. ALL LUMBER USED STRUCTURALLY SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY. STRESS -GRADE LUMBER SMALL BE HEM FIR /2 OR BETTER, AND CONFORM TO THE "NATIONAL DESIGN SPECIFICATIIM� FOR STRESS GRADE LUMBER AND ITS FASTENINGS", LATEST EDITION, WITH 1200 PSI MINIMUM FIBER STRESS IN BENDING, AND 19Z OR LESS MOISTURE CONTENT, UNLESS OTHERWISE NOTED. 2. FRAMING SHALL BE DONE IN A WORKMAN LIKE MANNER BY SKILLED LABOR: A. ALL NAILING SHALL CONFORM TO TABLE 1704.1 STANDARD BUILDING CODE. B. PROVIDE DOUBLE TRIMMERS EACH SIDE OF DOOR OPENINGS. C. CUTTING OF WOOD STRUCTURAL MEMBERS SHALL BE LIMA ACCORDANC TO S.S.B.C. 3. ROOF SHEATHING SHALL BE 5/8" EXTERIOR GRADE C-D PANEL INDEX 32/16 OR 112" SAME GRADE AND PANEL INDEX WITH H-CLIPS BETWEEN SUPPORTS AND NAILED WITH 6d MAILS AS SPECIFIED BY PALM BEACH COUNTY AMENDMENTS TO THE STANDARD BUILDING CODE. 4, INTERIOR WOOD BEARING PARTITIONS 'SHALL BE 2 X 4 WD. STUDS AT 16" O.C. PROVIDE A SINGLE P.T. Sill. PLATE AND DOUBLE TOP PLATE WITH 48" LAP. S. INTERIOR WOOD NON -BEARING PARTITION SHALL BE 2 X 4 WD STUDS AT 24" O.C. PROVIDE A SINGLE P.T. SILL PLATE AND A SINGLE TOP PLATE. (ALT: INTERIOR NON -BEARING PARTITIONS MAY BE LIGHT GAUGE METAL STUDS @ 16" D.C.). 6. PRESSURE TREAT ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE. 7. INSTALL MILLWORK ACCURATELY WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED FREE FROM DEFECTS. 8. ALL ROUGH HARDWARE FOR EXTERIOR USE SHALL BE GALVANIZED. 9. ALL TRUSSES AND OTHER ROOF FRAMING MEMBERS ARE TO BE STRAPPED WITH 1" X 1/8" GALV. STRAP TO TIE BEAM AND BEAR ON METAL PLATES. 10. ALL ROUGH SAWN LUMBER TO BE CEDAR OR APPROVED EQUAL. 11. FLOOR FRAMINGS (TWO STORY PLAN) 1 LAYER 3/4" PLYWOOD OVER 151 FELT, NAILED AND GLUED TO FLOOR TRUSSES. FLOOR TRUSSES: 16" FLOOR TRUSSES @ 16" OC. DIVISION VII - MOISTURE PROTECTION 1. ALL ROOFING SHALL BE FLAT CEMENT TILES 2. INSULATION SHALL BE AS FOLLOWS: STUD WALL: R-11 BATT TYPE WITH INTEGRAL VAPOR BARRIER. CEILING: R-19 BLOWN MINERAL WOOL LOOSE FILL INSULATION WITH VAPOR BARRIER OR BATT INSULATION. BLOCK WALL: R-3 BLOWN ON 1 X 2 PT. FURRING STRIPS @ 16" O.C. 3. PROVIDE COPPER FLASMINGS AT VERTICAL WALL TO ROOF INTERSECTIONS. 4, FLASHING VENTS AT ROOF - ALL VENT PIPES PASSING THROUGH THE ROOF SHALL BE FLASHED AND COUNTERFLASHED WITH 16 OZ. COPPER OR 4 LB, SHEET LEAD. FLASHING SHALL BE NOT LESS THAN 20" SQUARE ON THE ROOF AND EXTEND UP PIPE AND TURN DOWN INSIDE VENT. FLASHING MATERIALS SHALL BE FURNISHED BY PLUMBING SUBCONTRACTOR AND INSTALLED BY ROOFING SUBCONTRACTOR. COUNTER FLASHING SHALL BE FURNISHED AND INSTALLED BY THE PLUMBLING SUBCONTRACTOR. 5. PROVIDE BUTYL BASE SEALANT UNDER ALL EXTERIOR DOOR THRESHOLDS AND OLEORESINOUS CAULKING COMPOUND AT ALL DOORS, WINDOWS, AND OTHER AREAS AS REQUIRED. 6. PROVIDE GREEN GYPSUM BOARD AT ALL BATHROOMS. DIVISION Vill - DOORS AND WINDOWS 1, DOORS: A. ALL EXTERIOR FRONT ENTRY DOORS AND GARAGE TO HOUSE DOOR SHALL BE STAIN GRADE SOLID CORE WOOD OR METAL DOORS WITH RABETTED WOOD FRAMES. PAINT GRADE. B. ALL INTERIOR DOORS SHALL BE FLUSH HOLLOW CORE PAINT GRADE UNLESS OTHERWISE NOTED ON PLANS. C. ALL BIFOLD CLOSET DOORS SHALL BE LOUVERED WOOD GRADE. D. CONTRACTOR TO FURNISH ALL NECESSARY HARDWARE ITEMS: ALL HARDWARE AS MANUFACTURED BY SCHLAGE OR APPROVED EQUAL AS SELECTED BY OWNER. E. PROVIDE MIRRORED BY-PASS DOORS AT CLOSETS WHERE SHOWN. F. PROVIDE ROD AT ALL TUBS AND SHOWERS. 2. ALL GARAGE OVERHEAD DOORS SHALL BE DECORATIVE PANEL PAINTED TO MATCH FRONT ENTRY DOORS. 3. ALUMINUM SLIDING GLASS DOORS SHALL BE MANUFACTURED BY KLLLER, PAN-AMERICAN OR LOOK PRODUCTS, OR APPROVED EQUAL, AND SHALL HAVE MEDIUM BRONZE E.S.P. FINISH AND SHALL BE GLAZED WITH TINTED TEMPERED GLASS AND HAVE ALUMINUM SCREEN-LDCK AND HARDWOOD HANDLE. PROVIDE BURGLAR PINS ON ALL SLIDING GLASS DOORS, MEETING ALL LOCAL CODE APPROVAL.. 4. WINDOWS SHALL BE ALUMINUM WITH E.S.P. MEDIUM BRONZE FINISH MANUFACTURED IN ACCORDANCE WITH A.A.M.A. SPECIFICATIONS A-A2-HP. WINDOWS SHALL BE FACTORY GLAZED WITH D.S.B. TINTED GLASS AND SHALL HAVE SCREENS AND LOCK, MEETING ALL LOCAL CODE APPROVAL. 5. ALL FIXED GIASS SHALL BE IN ALUMINUM FRAMES SIMILAR TO ABOVE. 6. ALL SKYLIGHTS. IF SHOWN, SHALL BE TINTED PLEXIGLASS BY WASCO OR APPROVED EQUAL. DIVISION IX - FINISHES 1. ALL EXTERIOR STUCCO TO BE TROWEL APPLIED AS PER MANUFACTURER SPECIFICATIONS. 2. INTERIOR WALLS AND CEILINGS SHALL BE 5/8" GYPSUM DRYWALL BOARD, AND WALLS SHALL HAVE A SMOOTH FINISH, INSTALL PROTECTED DRYWALL IN SHOWER AND BATH AREAS THAT ARE SUSCEPTIBLE TO HIGH MOISTURE. ALL INTERIOR CEILINGS SMALL HAVE A "POPCORN" SPRAYED FINISH EXCEPT BATHS. 3. ALL INTERIOR BEARING PARTITIONS, WALLS BETWEEN GARAGE AND UNITS, 1ST. FLOOR CEILINGS OF TWO STORY UNITS AND GARAGES SHALL HAVE A ONE HOUR RATED 5/8" TYPE "X" DRYWALL. PROVIDE ONE LAYER ON BOTH SIDES OF PARTITIONS AND ONE LAYER ON CEILINGS ON 1" X 3" FURING @ 16" O.C. 4. CERAMIC TILE WALLS AND FLOORS SHALL BE AS MANUFACTURED BY "FLORIDA TILE" OR EQUAL. PROVIDE 7'-0" ABOVE FINISH FLOOR CERAMIC TILE AT TUBS AND SHOWER ONLY. 5. ALL FINISHED COUNTER TOP MATERIAL SHALL BE INSTALLED ON 3/4" EXT. GRADE PLYWOOD OR HARDBOARD BACKUP. PLASTIC LAMINATE SHALL BE BY "FORMIC,'. '')RP. . OR APPROVED EQUAL. COLOR TO BE SELECTED BY OWNER. :�. ALL WINDOW SILLS SHALL BE SIMULATED MARBLE. 7. INTERIOR AND EXTERIOR, TO RECEIVE TWO COATS TOP QUALITY LATEX PA:NT. d. CARPETING TO BE SELECTED BY OWNER, PROVIDE 60 OZ. CARPET PAD OR EQUIVALENT. 9. ALL STUCCO TRIMS AS SHOWN AROUND WINDOWS AND DOORS TO Bi. SCORED. h DIVISION X - SPECIALTIES 1. ALL CLOSET SHELVING TO BE VINYL COVERED OPEN METAL TYPE AS MANUFACTURED BY "CLOSED MAID", OR APPROVED EQUAL. 2. OPTIONAL PREFAB WOOD BURNING FIREPLACES TO BE U.L. RATED. AS MANUFACTURED BY "BEST METAL PRODUCTS", OR APPROVED EQUAL. DIVISION XI - EQUIPMENT 1. ALL APPLIANCES TO BE ELECTRICAL AND OF THE TYPE AS SHOWN ON THE DRAWINGS. 2. KITCHEN APPLIANCES TO BE PROVIDED: (FOR BIDDING ONLY) A. GENERAL ELECTRIC JBP24 AND JBP22 RANGE. AND/OR EQUAL. B. GENERAL ELECTRIC CBX 18A REFRIGERATOR W/ICE MAKER AS OPTION, C. GENERAL ELECTRIC DISHWASHER MODEL GSD 500 , OR EQUAL. D. GENERAL ELECTRIC GFC 197 DISPOSAL, OR EQUAL, E. GENERAL ELECTRIC WWA5600 WASHER F. GENERAL ELECTRICDDE5300 DRYER. G. GENERAL ELECTRIC JP 684 COOKTOP. H. PIG TAIL 1. PIG TAIL INSTALLATION J. GENERAL ELECTRIC UKK1T4 ICE MAKER. K. ICE MAKER INSTALLATION. L. DUCTLESS RANGE HOOD. DIVISION X11 - FURNISHINGS DOES NOT APPLY DIVISION XIII - SPECIAL CONSTRUCTION DOES NOT APPLY DIVISION XIV - CONVEYING SYSTEMS DOES NOT APPLY DIVISION XV - MECHANICAL 1, KITCHEN SINK TO BE 32" X 21" DOUBLE BOWL, SELF -RIMING STAINLESS STEEL WITH "MOEN" SINGLE LEVER FAUCET AND A SWITCHED GARBAGE DISPOSAL. 2. LAVATORIES TO BE 21" X 17" ROUND. 3. ALL STANDARD BATHTUBS SHALL BE NON -SLIP STEEL TUBS AS MANUFACTURED BY "KOHLER", OR APPROVED EQUAL. 4. ALL MASTER BATHTUBS SHALL BE PORCELAIN STEEL OR EQUAL. 5. ALL SHOWERS TO BE CERAMIC TYPE WITH INTEGRAL SHOWER PAN AND "MOEN" 3 GAL/MN SHOWER HEAD OR EQUAL. 6. PROVIDE WATER SUPPLY PIPING AS PER CODE, TO FIXTURES. 7. PROVIDE WATER LINE FOR REFRIGERATOR OR ICE MAKER WITH REMOTE SHUT-OFF. 8. ALL WATER CLOSETS SHALL BE VITREOUS CHINA "BRIGGS CADET" OR APPROVED EQUAL (IN COLORS) AT STANDARD BATHS. 9. ALL PLUMBING FITTINGS SHALL BE AS MANUFACTURED BY "MOEN" OR EQUAL. 10. PROVIDE A SUPER INSULATED 40 GAL. QUICK RECOVERY DBL. ELEMENT WATER HEATER. 11. ALL MEDICINE CABINETS SHALL BE RECESSED WITH MIRROR. 12. PROVIDE FOR WASHER AND DRYER HOOKUPS (VENT DRYERS TO EXTERIOR). 13. PROVIDE AND INSTALL A COMPLETE AND OPERABLE PLUMBING SYSTEM AS SHOWN ON THE PLANS INCLUDING: (A) ALL WASTE AND VENTING PIPING, WATER SUPPLY AND DISTRIBUTION PIPING. (B) ALL CONDENSATE RISERS AND DRAINS FROM EACH AIR CONDITIONING EVAPORATOR UNIT. ALL PLUMBING FIXTURES. 14. PROVIDE AND INSTALL A COMPLETE AND OPERABLE HVAC SYSTEM AS SHOWN ON THE PLANS, INCLUDING: (A) ALL ASSOCIATED PIPING AND INSULATION. (8) AIR DISTRIBUTION, VENTILATING DUCTWORK. 15. PLUMBING CONTRACTOR TO PROVIDE PIPING AIR CHAMBERS OF A SIZE REQUIRED BY CODE FOR THE BRANCH PIPING AND AT LEAST 24" LONG AT ALL FIXTURES CONNECTIONS, ENDS OF BRANCHES TO FIXTURE GROUPS AND TOPS OF RISERS. 16. ABOVE AIR CHAMBERS ARE TO BE PROVIDED AS REQURIED FOR A SYSTEM OF WATER PIPING COMPLETELY FREE OF WATER HAMMER AND NOISE DURING ANY OPERATING CONDITION, 1;. PROVIDE SHOCK ABSORBING DEVICES WHERE NOTED ON THE DRAWINGS AND AT ALL QUICK CLOSING VALVES, AND AT OTHER LOCATIONS IN THE PIPING SYSTEM AS MAY BE REQUIRED TO ACCOMPLISH NOISELESS OPERATION OF THE SYSTEM UNDER ALL OPERATING CONDITIONS. ALL SHOCK STOPS MUST BE EXPOSED OR ACCESSIBLE BY MEANS OF ACCESS PANELS. 18. ALL CORE DRILLING, CUTTING AND SLEEVES ARE TO BE PROVIDED BY THE MECHANICAL CONTRACTOR REQUIRING SAME. ACCURATELY LOCATE OPENINGS AND SLEEVES IN COOPERATION WITH CONTRACTOR WHOSE WORK IS AFFECTED THEREBY. 19. IF THE PLUNBING CONTRACTOR ELECTS TO USE PREFABRICATED PLUMBING STACKS, AND THEREFORE REQUIRED CHASES IN LIEU OF CUT OPENINGS, IT SHALL BE HIS (PLUMBER'S) RESPONSIBILITY TO COORDINATE THE NECESSARY REQUIREMENTS WITH THE CARPENTER OR MASON. 20. ALL GROUTING, PATCHING, FIRESTOPPING REQUIRED AROUND PIPES AND DUCTING SHALL BE BY THE MECHANICAL CONTRACTOR REQUIRING THE OPENINGS. IN PLUMBING CHASES WHERE SHEET METAL DUCTING ALSO OCCURS, THE PATCHING OR FIRESTOPPING WILL BE BY THE PLUMBING CONTRACTOR ONLY. Zl. ALL GROUTING, PATCHING AND FIRESTOPPING SHALL OCCUR AT EACH FLOOR LINE, AND SHALL BE OF A METHOD APPROVED BY THE CODE AND ARCHITECT. 22. ESCUTCHEONS ARE TO BE PROVIDED ON ALL PIPING PASSING THROUGH FINISHED FLOORS, WALLS, AND CEILINGS WITH OUTSIDE DIAMETER SUFFICIENT TO COVER SLEEVED OPENING AND INSIDE DIAMETER TO FIT SNUGLY AROUND PIPE. FINISH TO MATCH TRIM ON FIXTURES, WHERE NOT CONNECTED WITH FIXTURES AS DIRECTED BY ARCHITECT. ESCUTCHEON PLATES SHALL BE METAL, CHROME PLATED. 23. HOSE BIBS - WOODFORD - 3/4" VALVE WITH VACUUM BREAKER. ALSO PROVIDE SEPARATE SHUT OFF VALVE. 24. SOIL AND WASTE STACKS SHAL L BE RUN AS DIRECT AND. FREE FROM BENDS AS POSSIBLE. SOIL STACKS SHALL RUN THROUGH THE ROOF AND TERMINATE NOT LESS THAN 6" OR MORE THAN 8" ABOVE THE FINISHED ROOF SURFACE. VENTS - EVERY TRAP SHALL BE PROTECTED AGAINST SYPHONAGE AND BACK PRESSURE, AND AIR CIRCULATION ASSURED BY MEANS OF A SOIL OR WASTE STACK VENT, A CONTINUOUS SOIL OR WASTE VENT, OR A LOOP OF CIRCUIT VENT. NO CROWN VENT SHALL BE INSTALLED. 25. SOIL AND WASTE STACKS SHALL BE RUN AS DIRECT AND FREE FROM BENDS AS POSSIBLE. SOIL STACKS SHALL RUN THROUGH THE ROOF AND TERMINATE NOT LESS THAN 6" OR MORE THAN 8" ABOVE THE FINISHED ROOF SURFACE. 26. PROVIDE AND INSTALL A COMPLETE AND OPERABLE PLUMBING SYSTEM AS SHOWN ON THE PLANS INCLUDING: A. ALL CONDENSATE RISERS AND DRAINS FROM EACH AIR CONDITIONING EVAPORATOR UNIT. ALL PLUMBING FIXTURES. 27. PROVIDE AND INSTALL A COMPLETE AND OPERABLE HVAC SYSTEM AS SHOWN ON PLANS INCLUDING: A. ALL ASSOCIATED PIPING AND INSULATION B. AIR DISTRIBUTION AND VENTILATING DUCTWORK 28. CONDENSATE DRAINS TO BE PROVIDED AND INSTALLED BY HVAC CONTRACTOR. DIVISION XVI - ELECTRICAL 1. All HOUSE SERVICE TO BE AS INDICATED ON DRAWINGS, ACCORDING TO THE NATIONAL ELECTRICAL CODE, LATEST EDITION. ALL WIRING TO BE THW COPPER 150 AMP, SINGLE PHASE, THREE WIRE, 1201240 V SERVICE MINIMUM. 2. ALL EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHERPROOF, PROVIDE G.F.I. BREAKER AT ELECTRICAL PANEL FOR BATH, GARAGE AND EXTERIOR OUTLETS. 3. PROVIDE POWER DURING CONSTRUCTION FOR OTHER TRADES. 4, PROVIDE SMOKE DETECTORS AS INDICATED ON DRAWINGS. 5. PROVIDE ELECTRIC GARAGE DOOR RECEPTACLE ON CEILING FOR FUTURE OR OPTIONAL OPENER. 6. PROVIDE A PULL CHAIN LIGHT IN ALL WALK-IN CLOSETS AND A FAN AT BATH ROOMS. 7. ALL A/C UNITS TO HAVE EER 8.5 OR BETTER, ELECTRIC HEATING AND AIR CONDITIONING. 8. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHING AND GROUTING OF OPENINGS REQUIRED FOR HIS WORK. 9. ALL CUTTENG, OPENINGS AND SLEEVES REQUIRED BY THE TELEPHONE UTILITY COMPANY TO BE PROVIDED BY THIS CONTRACTOR. 10. CLOSURE Of ALL OPENINGS TO MATCH FIRE RATING AND FINISH. 11. WIRE COMPLETE ALL EQUIPMENT INDICATED ON PLANS. EXACT LOCATION OF OUTLETS AND BOXES TO BE DETERMINED IN FIELD FROM MANUFACTURER'S EQUIPMENT CUTS. VERIFY ELECTRICAL CHARACTERISTIC REQUIREMENTS PRIOR TO CONNECTING EQUIPMENT. 12. ALL LINE VOLTAGE AND LOW VOLTAGE HEATING CONTROL WIRING BY THE ELECTRICAL CONTRACTOR. THERMOSTATS AND TRANSFORMERS WITH WIRING DIAGRAMS FURNISHED TO THE ELECTRICAL CONTRACTOR BY THE HEATING CONTRACTOR. 13. PROVIDE ALL DISCONNECT SWITCHES (OR FUSED DISCONNECT SWITCHES IF REWIRED BY CODE) AT EOUIPMENT REQUIRING SAME. 14. ALL CONDUCTORS SHALL BE COPPER, EXCEPT WHERE ALUMINUMN IS SPECIFICALLY NOTED. WIRE SIZES FOR BRANCH CIRCUIT HOME RUNS EXCEEDING 75 FEET SHALL BE INCREASED ONE SIZE (AWG)FOR EACH 75 FEET OF RUN. 15. TEMPORARY ELECTRICAL SHALL BE PROVIDED BY THIS CONTRACTOR. 16. PROVIDLI LOOPED TELEPHONE AND TV LINES. IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 1lofftm NOT TO BE OCCUPIED BEFORE FINAL APPROVAL Ry 13I.1I.I..I?I.NG DEPARTMENT ,-tlk(.HEO CONDITIONS ST. LUCIE COUNTY BUILDING DMSION REVIEWED FOR COMP N REVIEWED BY� DATE `I/ - z ? _ PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL, BE MADE l RV 1 4 V alrr`•4- Ow. ANGLES ESTEBAN ASSOC., INC. ARCHITECTURE & PLANNING ''N)I IUDIANI IUD %MALE 2061 SOl I I H MIAr%11. HA. A. i i 1-4 11 I I I I PHOM I WS 1 601 - Ooo;l 0 O U- OLL^ 0 Q ^_w I..L W LL LL .z copyright ® M9 by: anggles esteban assoc., Inc. all right$ reserved .. REVISK)N's DRAWN BY DATE DRA\,VN 9-15-89 DATE IS5L1ED OCT 3 1989 MN1M N0. 83-276 k4ict I NO • SPEC. UNIT B FOUNDATION NOTES FOOTINGS: M-8 8", WIDE X 8" DEEP MONOLITHIC CONCRETE FOOTING WITH 1 CONTINUOS #5 REINFORCING BARS. M-16 18" WIDE X 12" DEEP MONOLITHIC CONCRETE TOOTING WITH 3 CONTINUOS #5 REINFORCING BARS. M- 20 20 " WIDE X 12" DEEP MONOLITIIC CONCRETE FOOTING WITH 3 CONTINUOS #5 REINFORCING BARS. WF- 18 18:" WIDE X 12" DEEP MONOLITHIC CONCRETE WALL FOOTING WITH 3 CONTINUOUS #5 REINFORCING BARS. F-36 36" X 36" X 12" CONCRETE PAD FOOTING WITI'I 4 CONTINUOUS #5 O REINFORCING BARS. 0 V 4 [Ki31101511lMs 8X8FC 8" X 8" FILLED CELL CONCRETE COLUMN WITII 1 VERTICAL #5 REINFORCING BAR. 6X16FC 8" X 16 FILLED CELL CONCRETE COLUMN WITH 2 VERTICAL #5 REINFORCING BAR. 16X16FC 16" X 16" FILLED CELL CONCRETE COLUMN WITH 1 VERTICAL #5 REINFORCING BAR AT EACH CORNER. 24X24FC 24" X 24" FILLED CELL CONCRETE COLUMN WITH 1 VERTICAL #5 REINFORCING BAR AT EACH CORNER. 5-2X4HF 5- 2 X 4'S NO. 2 HEM FIR WOOD COLUMN STRAPPED TOGETHER. „• 1 H !fin ('Vtz I 4'( Ili w u WASTE & VENT ISOMETRIC NTS I — G G ■ • _q �T . ■ ■ • ■ • ■ ■ -tj �_p �-'� � �-'L �"'L �'rL /�"C7 C( D/ I'L-'L, Z•�7 ,ro CP-'l. �o •� �I'�i d�7"n �� i A �� a ■ I, I r: .� an 17 — T n —� C � 1 � `\, • • Fe— ( v 1 _�I G 2 2 �0 2' Z IL � ) � tb, � � � � �- �o � � I I � it � ,� I �I � �I � • ■ i ( FOUNDATION PLAN 1/4" ANGLES ESTEBAN ASSOC, INC. ARCHITECTURE & PL/.ANNING 7901 LUDEAM RD. SUI f E 206 SOUTH MIAMI, FLA. M41 TELEPHONE: (301 ) 601 — 0001 Ll_ O O m L.L O a' � � U 0 Cr 0 . /w/� LL. W w CD .z copyright © 199 by: angles esteban assoc., inc. all rights reserved .... REVISIONS: DRAWN BY: DATE DRAWN:10/03/89 DATE ISSUED: OCT 3 1989 COMM. NO.: 83-276 SHEET NO.: A-1 OF UNIT B 6 0 a m i II Il llCo • ■ _1 It v FAMILY�I _ 0 _? COVERED PATIO —� ij c16 of y�l I`� �� p BREAKFAST 41 coI 2 �1 II uFg fi % r 0 M1� LIVING O ■ o"� k> KITCHEN - -Er��- MASTER SUITE`- i DINING v 1 P W ER o o --I ti II'o (Iti-'ic - G I �I r�I '� `A III /• /1pcg� __ y►i 1 __— Q IITTT �. �� „a• — ' ,, /y�jj�.l.Jj Y'�t Il` —.1 i, ,ri y1-� BEDR,OOM #2 F-/ lu\ f, — 1. i - G \}-•,C'/ d-- A y. FOYER-�-�/- - "�' ■ I I I MAS ER BATH c� � ■ ����' I^`2{�I{ t�iom�' IN I -- ,_6 e ■ ^ t� ■ k L— � - _;�� �j.i mac; j..;, nG Q e■ Y`�Ij ��1' �i? _�` BEDROOM 03 LAUI RY T I � GARAGE �4, 01 e 4-4 �.o, � I •� �-G I•� � Id ti � � ti I � � I I � 1 �d m ANGLES ESTEBAN ASSOC.,INC. ARCHITECTURE & PLANNING 7901 LUDLAM RD. SUITE 206 SOUTH MIAMI, FLA. 11141 TELEPHONE: (30.5) 601 — 0001 CD in O /� LL J LL O Cr Q W W � copyright © 199 by: angles esteban assoc., inc. all rights reserved .... REVISIONS: DRAWN BY: DATE DRAWN:10/03/89 DATE ISSUED:OCT 3 1989 COMM. NO.: 83-276 SHEET NO.: A-2 FLOOR PLAN 1/4" OF UNIT B 0 0 0 �J 4 �f 0 I SEAM SCHEDULE - ----- -- -I- - - - - - NO. SIZE REINFORCING __-__ ' - #3 TIES.- - -REMARKS T M.. a I P ` 1LL - Y �'��G--- y�✓.._ �''�',�-� Doi -- - --� .... _ _ _ _ - --- F_ H ROOF PLAN „I I III 19 -F— IIm 6 O is 1/4 It ANGLES ESTEBAN ASSOC.,INC. ARCHITECTURE & PLANNING 7901 LUDLAM RD. SUITE 206 SOUTH MIAMI, FLA. 33143 TELEPHONE: (305) 661 - 0061 Q 0 0 (Y L.L O a L1J � U Q ui LL 0- w w ~ L.L z .v5. cop © 199 by: an Ies esteban assoc., inc. all rights reserved .... REVISIONS: DRAWN BY: DATE DRAWN:10/03/89 DATE ISSUED:OET 3 1989 COMM. NO.: 83-276 SHEET NO.: A-3 OF UNIT B 41 M as :j 0 I —I•��. III REAR ELEVATION FRONT ELEVATION 3 �e■e I.robo ►'�Y�l Imago -�� �, vo2o w I r 1/4 It "v 2ti DTI' l•, " _ _ -.� 1/4" I ANGLES ESTEf3AN ASSOC., INC. ARCHITECTURE & PLANNING 7901 LUDLAM RD. SUITE 206 SOUTH MIAMI, FLA. 33143 TELEPHONE: (30.5) 661 - 0061 Q � 0 � OLIJ � c < _W Q LL n W L1ut' V z copyright © 199 by: angles esteban assoc., Inc. all rights reserved .... REVISIONS: DRAWN BY: DATE DRAWN:10/03/89 DATE ISSUED :OCT 3 19A9 COMM. NO.: 83-276 SHEET NO.: A-4 OI UNIT B A e _ -- LEFT ELEVATION RIGHT ELEVATION 1/4" 1/4" ANGLES ESTEBAN ASSOC.,INC. ARCHITECTURE & PLANNING 7901 LUDLAM RD. SUITE 200 SOUTH MIAMI, FLA. 33143 TELEPHONE: (305) 661 — 0061 75 Q p O ILL O Cr u_.i O w ❑ Q Q W tL J 0 _7 copyyright © 199 by: angles esteban assoc., Inc. all rights reserved .... REVISIONS: DRAWN BY: DATE DRAWN:10/03/89 DATE ISSUED:OCT 3 1989 COMM. NO.: 83-276 SHEET NO.: A-5 01, UNIT B • a v IS 4 V1 0 �J BLDG SECTION BLDG SECTION �G 0 1/4" 1/4" ;;,�-- -- �F�;- �--,r-�- �� ANGLES ESTE6AN ASSOC.,INC. ARCHITECTURE & PLANNING 7901 LUDLAM RD. SH I E 200 SOUTH MIAMI, FLA. 33143 TELEPHONE: (305) 661 - 0001 Q 0 0 � O CC O W U >- O -. cr , _W W Lu W C'3 z. �n- copyright © -199 by: angles esteban assoc., inc. all rights reserved .... REVISIONS: DRAWN BY: DAlL DRAWN:10/03/89 DAI E ISSUED:ocT 3 1989 COMM. NO.: 83-276 SHEET NO.: A_6 OF UNIT B • ® e L 1^ a k O El SINGLE FAMILY RESIDENCE, OPTIONAL NEC 220-30 SINGLE PHASE, 3 WIRE 110/240A 225 AMPS SERVICE --------------------------------------------- 225 PANEL 'A' AMF5 DESCRIPTION LOAD CIRCUIT POLE TRIP HIRE/ROMEX 2622.00 S.F.@.003 7.87 1 15 AMPS #14 SMALL APPLIANCES.. 4,50 1 20 112 RANGE W/DVEN...... 12.00 2 50 #6 REFRIGERATOR...... 1.50 1 20 #12 f DISPOSAL.......... 1.50 1 20 112 DISHWASHER......... 1.20 1 20 112 WATER ';EATER...... 4.50 2 25 110 GARAGE DOOR DPNR.. 0,80 1 20 #12 CLOTHES DRYER..... 5.50 2 30 #10 CLOTHES WASHER..... 1.50 1 20 112 POOL PUMP......... 1.80 2 30 #10 LAWN SPRINKLERS.., 1.20 1 20 #12 POOL LIGHTS....... 1.50 1 20 #12 WHIRLPOOL PUMP.... 1.50 1 20 112 SUBTOTAL. 46.87 1st 10 KW @ 100 %, 10,00 REMAINDER @ 40 X.. 14.75 --------------------------- SUBTOTAL. 24.75 f A.H.U. #1 HEAT.... 10.00 COMP. #1..,....... A.H.U. #2 HEAT.... 10.00 CLOMP. 12.......... - TOTAL LOAD (KW) 44.75 KW1.240 = (AMPS) 186.44 FEEDER NEUTRAL LOAD AS PER SECTION (220-22) ---------------------------------------------------------- PANEL 'A' 2622.00 S.F.@.003 7.87 SMALL APPLIANCES., 4.50 CLOTHES WASHER.... 1.50 -------------------------- SUBTOTAL 13.87 1st 3 KW @ 100 7- 3.00 REMAINDER @ 35 X.. 3.80 REFRIGERATOR...... 1.50 DISPOSAL.......... 1.50 DISHWASHER........ 1.20 RANGE W/OVEN (701) 8.40 DRYER (70%)....... 3.85 OTHER Ili V.....:. 5.00 TOTAL NEUTRAL (KW) 28.25 KW/.240 = (AMPS) 117.72 ELECTRICAL RISER DIAGRAM t,T.S ELECTRICAL PLAN 1/4 „ ANGLES ESTEBAN ASSOC,INC. ARCHITECTURE & PLANNING 7901 LUDLAM RD. SUITE 206 SOUTH MIAMI, FLA. 33143 TELEPHONE: (305) 661 - 0061 G Q Cl) 0 0 L-1-_ 0 In LIJ >- U ^1 Er 0 5 Lu LLJ w LL C 0. z. cf)• copyright © 199 by: angles esteban assoc., inc. all rights reserved .... REVISIONS: DRAWN BY: DATE DRAWN:10/03/89 DATE ISSUED:OCT 3 1989 COMM. NO.: 83-276 SHEET NO.: As7 rr i OF UNIT B BEARING PARTITION DETAIL f 'Gad Iti'MoNioU1H1C --- c��1 �• �i�l � W��i-+ s EMT 3/4" TYPICAL LOW WALL DETAIL 0 m 0 3/4It G , --r-;�: _ ,yam ). I,1-J;I_r� e. •. _ ITS f' I- f:trz—c Y ' -T 0 TYPICAL WALL SECTION W +5 45 3 G Ld C� P�� I'1 & caRN eI75 �s iN �eT ILIZP H dd pL II 3/4" W WALL SECTION (�—T I=r—r T z'( ) 3/4" ril <� 7 P�` ANGLE ESTEBAN ASSOC, INC. ARCHITECTURE & PLANNNK 7901 LUDLA.%-1 RD. SUITE ?u SOUTH MIA.%il. ELA. ;�17 TELEPHONE : (305) 661 — tx o Q CD 0 LL 0 11J Ir O : W Q . < a. G, IL z .Cn•. copyright ® 198 by: angk esteban assoc-inc . all rigIv reserved ... . REVJSJONS. DRAWN BY DATE DM% N:10/03/89 DATE ISSUED OCT 3 19PP COMM. NO 83-276 Yif E1 NO DTL.1 UNIT B AGREEMENT A— u yr _ _( 10 - r Z•10 2l to" snarl DESIGN LAYOUT AND ENGINEERING ARE FOR THE PURPOSE OF DETERMINING SUCCESSFUL FABRICATION. ALL DIMENSIONS,SPANS,PITCHES,QUANTITIES AND DESIGNS MUST BE VERIFIED AND APPROVED BY AN AUTHORIZED AGENT BEFORE FABRICATION CAN BEGIN. TRUSSES WILL BE FABRICATED IN ACCORDANCE WITH APPROVED DESIGN LAYOUT AND ENGINEERING DELIVERY OF TRUSSES AND MATERIAL WILL BE MADE TO A SUITABLE JOB SITE LOCATION,PROVIDED BY THE PURCHASER. ANY DAMAGE,DEVIATION OR ERRORS OF TRUSS FABRICATION OR MATERIALS MUST BE REPORTED AS SOON AS POSSIBLE TO ST.LUCIE TRUSS CORP. DO NOT ALTER TRUSSES OR MATERIALS WITHOUT CONSULTING AN AUTHORIZED AGENT OF ST.LUCIE TRUSS CORP. NO BACKCHARGES WILL BE ALLOWED WITHOUT APPROVAL OF AN AUTHORIZED AGENT OF ST. LUCIE TRUSS CORP. TEMPORARY AND PERMANENT BRACING OF TRUSSES AND CONNECTIONS OF THE TRUSS SYSTEM IS THE SOLE RESPONSIBILITY OF THE TRUSS ERECTOR. REFER TO TPI-BWT-76 AND TRUSS ENGINEERING APPROVED APPROVED AS NOTED RESUBMIT SIGNED TITLE DATE DATE DATE SCALE DESIGN CRITERIA DATE TOP CHORD LL DRAWN BY TOP CHORD DL_ REVISIONS BOTTOM CHORD LL_ I.) BOTTOM CHORD DL_ 2.) TOTAL LOAD PSF 3.) DURATION FACTOR TILE RWF WI(AL S T. LUCIE TRUSS CORP. 10331 Lennard Rd. P.O. Box 8135 Pt. St. Lucie Fl. 34985 407 335 3207 DESIGN For. /AE.�NDOWODP INC Type. SPEC. UNIT 5 Owner. Legal LOT 4 /AEA.DD\\IODD 1OB # 1153 LAYOUT Sht. I of 2