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06-633R-008GENERAL NOTES 1. ALL NEW CONSTRUCTION AND/OR DEMOLITION SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS TO INCLUDE ALL STATE LAWS, LOCAL ORDINANCES, UTILITY COMPANY REGULATIONS, AND ALL APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, OCCUPATIONAL SAFETY AND HEALTH ACT, FIRE PROTECTION ASSOCIATION, ETC. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL PERMITS AND APPROVALS REQUIRED BY THE GOVERNING BODIES HAVING JURISDICTION. 3. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE REQUIRED TO FIELD CHECK AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR THE COORDINATION OF SAME. IF, AT ANY TIME DURING CONSTRUCTION, DISCREPANCIES ARE FOUND, THE CONTRACTOR MUST NOTIFY THE ARCHITECT. AFTER SIGNING OF THE CONTRACT, NO EXTRAS WILL BE ALLOWED FOR CONDITIONS THAT WERE NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT OR OWNER. 4. ANY CHANGES MADE BY THE GENERAL CONTRACTOR WHICH DEVIATE FROM THE CONSTRUCTION DOCUMENTS MUST BE REPORTED TO THE ARCHITECT. 5. THE ARCHITECT DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE HELD RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OR FOR SAFETY PRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR THE ACTS OF OMISSIONS OF THE GENERAL CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 6. ALL DETAILS AND SECTIONS IN THE CONSTRUCTION DOCUMENTS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE ON THE PROJECT EXCEPT WHERE A DIFFERENT DETAIL OR NOTE IS INDICATED. 7. IT IS THE INTENT OF THE CONSTRUCTION DOCUMENTS TO PRODUCE A COMPUTE AND FINISHED PROJECT. ANY ITEM REQUIRED TO COMPLETE THE PROJECT NOT SPECIFICALLY INDICATED, BUT GENERALLY UNDERSTOOD TO BE REQUIRED TO COMPLETE THE PROJECT, SHALL BE A PART OF THE CONSTRUCTION DOCUMENTS. 8. DO NOT SCALE THE DRAWINGS. CONTRACTOR SHALL VERIFY ALL DRAWING DIMENSIONS. SHOULD THERE BE ANY INCONSISTENCIES NOTIFY THE ARCHITECT. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING ANY REVISIONS, BEFORE STARTING CONSTRUCTION. 9. FINISH MATERIALS, COLORS, PATTERNS AND TEXTURES SHALL BE COORDINATED WITH THE OWNER. 10. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS BEFORE COMMENCING JOB. CONTRACTOR TO PROVIDE PROPER PRECAUTIONS TO PROTECT ALL UNDERGROUND UTILITY LINES AND EXISTING LANDSCAPE. CONTRACTOR TO BE RESPONSIBLE FOR ALL DAMAGE DURING CONSTRUCTION TO VEGETATION, SITEWORK & UTILITY LINES. 11. EACH SUBCONTRACTOR SHALL CORDINTAE THEIR WORK WITH THE OTHERS TRADES ON THE JOB SITE AND SHALL CLEAN UP THE SITE ATH THE END OF EACH PHASE. 12. ALL WOOD THAT COMES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL EXPOSED WOOD SHALL BE SQUARED EDGE SELECT. 13. NEW ROOF TRUSSES SHALL BE PRE-ENGINEERES AND PRE -MANUFACTURED BY A TRUSS COMPANY. THE CONTRACTOR WILL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR HIS APPROVAL. 14. ALL METAL SHALL HAVE GALVANIZED FINISH. 15. ALL REINFORCED CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE OF 300 PSI. 16. CONTRACTOR TO VERIFY ROUGH MASONRY ROUGH MASONRY OPENINGS WITH WINDOW MANUFACTURE PRIOR TO FRAMING OUT WINDOW OPENINGS. 17. CORNER BEADS AND CASING BEADS SHALL BE APPLIED TO ALL CORNERS AND EDGES TO PRODUCE STRAIGHT, TRUE LINE CORNERS. 18. PROVIDE CONTINUOS BEAD OF SEALANT/CAULKING AROUND EXTERIOR/INTERIOR PERIMETERS OF ALL DOORS AND WINDOWS. 19. VERIFY FIELD EXISTING CONDITIONS. 20. ALL RAINWATER AND OTHER LIQUID WASTES SHALL BE DISPOSED UPON PREVIOUS GROUND WITHIN THE PROJECTS PROPERTY LIMITS, AND SHALL NOT FLOW OR CROSS ANY ADJOINING PUBLIC PROPERTY. 21. ALL PLUMBING FIXTURES SHALL MEET THE REQUIRMENTS SET FORTH IN TABLE 46-R2 OF THE FLORIDA BUILDING CODE. 22. THE CONTRACTOR SHALL LEAVE THE SITE IN A CLEAN AND ORDERLY MANNER BY REMOVING ALL DEBRIS, ETC. AT THE END OF THE PROJECT. 23. 1407.6(A.) SIGN REQUIRED: PROVIDE A PERMANENT SIGN IN A READILY VISIBLE LOCATION WITHIN THE GARAGE ON THE INSIDE FACE OF ANY ONE DOOR TO THE OUTSIDE OF THE ENCLOSURE READING: DANGER! DO NOT OPERATE ENGINES WITH THE DOOR CLOSED. CARBON MONOXIDE EMISSION IS LETHAL. 24. 1506.1 VENTILATION: THE CLOSED GARAGE SHALL BE PROVIDED WITH SCREEN OPENINGS THROUGH EXTERIOR WALLS AT OR NEAR THE FLOOR LEVEL. CLEAR EFFECTIVE AREA SHALL NO BE LESS THAN 60 SQUARE INCHES PER MOTOR VEHICLE. THE TOTAL REQUIRED EFFECTIVE AREA SHALL BE LOCATED WITHIN SEVEN INCHES OF THE HIGHEST PART OF THE FLOOR. 25. CONTRACTOR SHALL COORDINATE A/C DUCTS ROUTES THROUGH SLABS & WALLS. PROVIDE ACCURATE OPENING FOR OUTSIDE DIMENSIONS OF ALL DUCT -WORK. 26. GENERAL CONTRACTOR SHALL COORDINATE ALL FILL MATERIAL, ALL EXISTING AND NEW GRADE ELEVATIONS AND ALL GRADE SLOPES. 27. ROOF SUBCONTRACTOR SHALL PROVIDE ALL FLASHINGS, COUNTERFLASHINGS, TRIM PIECES, ROOF VENT FLASHING AND ALL OTHER ACCESSORIES. 28. DOWNSPOUTS SHALL BE GALVANIZED. METAL, 24GA., 3" DIA. PIPE. 29. CONTRACTOR TO PROVIDE ALL REQUIRED TESTS AND PRODUCT DOCUMENTATION FOR CERTIFICATE OF OCCUPANCY. 30. ALL MATERIALS TO BE DELIVERED TO THE SITE IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURERS LABEL. 31. CONTRACTOR SHALL BE RESPONSIBLE FOR NOT ENCROACHING EASEMENTS AND SETBACKS. 32. ALL CONTRACTORS' WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR SHALL CLEAN ALL SURFACEFREE OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM INSTALLATION TECHNIQUES OF THE TRADE. ALL ADJACENT SURFACES SHALL BE PROTECTED OR TACHED AND REPAIRED IN THE CONDITION PRIOR TO THE COMMENCEMENT OF THE CONTRACTORS' WORK. ALL GLASS, LIGHT FIXTURES, FINISH SURFACES AND HARDWARE SHALL BE THOROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE OWNER. 33. ALL DRYWALL TO BE 5/8" GYPSUM BOARD. ALL TILE TO BE INSTALLED ON "DUROROCK" TILE BACHER BOARD, ALL WET AREAS TO HAVE "GREENBOARD". 34. COMPLETE INTERIOR PAINTING INCLUDING STAINIG OR PAINTING OF ALL NEW DOORS AND FRAMES. WINDOW SCHEDULE MARK TYPE WINDOW SIZE MATERIAL REMARKS ® SINGLE HUNG WINDOW 31' x 63' ALUMJGLASS SH -25 © 3'-6' 8-0' 53-1/8' x 63' 't" W/ 2'-0' SIDELITES SH -35 © ALUM/GLASS 2'-4' (2) 31' x 63' 1 3/4' Y SH -25 OD FRENCH DOOR 31' x 50-5/8' 61-0" 8-0' SH -24 O OFRENCH 31' x 38-3/8' DINING ROOM WOOD SH -23 O 1 3/4' Y 26-1/2' x 38-3/8' OFRENCH DOOR SH -1-133 O SINGLE HUNG WINDOW (2) 31' x 50-5/8' ALUMJGLASS SH -24 WITH 3'-0" SIDELITES OOVERHEAD DOOR METAL 151-011 8'-0' 1 3/4' Y 1 FLUSH DOOR WOOD 2'-8' 8'-0' 13/8, TFLUSH DOOR 2'-4' 8'-0' 13/8, OFLUSH DOOR 2'-8' 8'-0' 13/8, DOUBLE ACTING 10 BI -FOLD DOOR PLASTER 6'-0' 8'-0' 13/8' I1 BI -FOLD DOOR CLOSETS 4'-0' 8'-0' NOTE: ALL GLASS TO BE IMPACT RESISTANT SECURITY AND FORCED ENTRY PREVENTION: 1.- PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH IN THE FLORIDA BUILDING CODE. 2.- ALL LOCKS ON EXTERIOR SWING DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 Ib APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN THE FLORIDA BUILDING CODE. 3.- ALL SINGLE EXTERIOR SWING DOOR SHALL HAVE A LOCK TO BE KEY -OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 4.- THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF SHALL HAVE MULTIPIED POINTS OF LOCKS WITH 5/8" MIN. THROW BOLTS WITH INSERTS. 5.- JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND LATCHES. 6.- HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON REMOVABLE PINS AND NON -EXPOSED SCREWS. 7.- GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE'S STANDARD 297.1. 8.- VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S STANDARD 297.1. 9.- WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION ANS SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS ASSOCIATION STANDARDS FOR FORCE ENTRY RESISTANCE AAMA 1303.3. PROVIDE LOCKS AS PER SFBC 3603.2(A), (B)2, (AA) AND (C) EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF WITHSTANDING A FORCE OF 150 Ib APPLIED IN ANY OPERABLE DIRECTION. 10.- EXTERIOR WINDOW USED AS A MEANS OF ESCAPE SHALL ALSO COMPLY WITH STANDARDS FOR FORCE ENTRY RESISTANCE AAMA 1303.3. 11.- FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANELS. DOOR SCHEDULE MARK DESCRIPTION MATERIAL WIDTH HEIGTH THICK THRESHOLD REMARKS j ENTRANCE DOOR WOOD 3'-6' 8-0' 1 3/4' 't" W/ 2'-0' SIDELITES OFRENCH DOOR ALUM/GLASS 2'-4' 8'-0' 1 3/4' Y O3 FRENCH DOOR KITCHEN 61-0" 8-0' 1 3/4' Y OFRENCH DOOR DINING ROOM WOOD 3'-0' 8'-0' 1 3/4' Y PLASTER OFRENCH DOOR 6'-0' 8'-0' 1 3/4' Y WITH 3'-0" SIDELITES OOVERHEAD DOOR METAL 151-011 8'-0' 1 3/4' Y 1 FLUSH DOOR WOOD 2'-8' 8'-0' 13/8, TFLUSH DOOR 2'-4' 8'-0' 13/8, OFLUSH DOOR 2'-8' 8'-0' 13/8, DOUBLE ACTING 10 BI -FOLD DOOR PLASTER 6'-0' 8'-0' 13/8' I1 BI -FOLD DOOR CLOSETS 4'-0' 8'-0' 13/8' 12 BI -FOLD DOOR TILE TILE• 2'-0' 8'-0' 13/8' FULL HTASHOWER 4 TUS. REST 04'-m' WANSWAT. GARAGE 13 POCKET DOOR NONE PLASTER 2'-8' 8'-0' 13/8' STUCCO STUCCO COVERED TERRACES TILE STUCCO NONE STUCCO 2nd FLOOR STAIRS WOOD DRYWALL WOOD PLASTER DEN DRYWALL BEDROOMS NOTE: ALL DOOR GLASS TO BE CATEGORY II SAFETY GLASS SAFETY/EGRESS DOOR NOTES: I. NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE SHALL BE LESS THAN 32' WIDE, EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE UNLESS A LARGER DOOR OPENING 15 REQUIRED TO SATISFY THE REQUIREMENTS OF SECTION 515 OF THE FLORIDA BUILDING CODE. 2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. 3. EVERY BATHROOM DOOR LOCK SHAL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 1. - 4. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING 15 OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT EGRESS OR WHICH CAN NOT BE EASILY ENGAGED SHALL BE PROHIBITED. 4 WALL HUNG FIXTURES: (APPLIES TO ALL WALLS) -- (1) STUDS IN BEARING WALLS, EXTERIOR WALLS AND NON BEARING , PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2'x4', WHERE SPACED NOT MORE THAN 16'O.C.: OR, NOT LESS THAN 2"x6', WHERE SPACED NOT MORE THAN 24'O.C. (2) A MINIMUM 2'x4' HORIZONTAL WOOD MEMBER, SECURELY. FASTENED TO NOT LESS THAN 2 SUCH STUDS, SHALL BE INSTALLED FOR THE ATTACHMENT OF EACH WALL HUNG PLUMBING FIXTURE AND WALL CABINET. ROOM FIN15H eCHEDULE ROOM FLOOR WALL BASE CEILING REMARKS lst FLOOR FOYER WOOD DRYWALL WOOD PLASTER LIVING ROOM WOOD PLASTER KITCHEN TILE DRYWALL DINING ROOM WOOD PLASTER BAR DRYWALL BREAKFAST AREA PLASTER FAMILY ROOM MAID'S BEDROOM GUEST ROOM WOOD PLASTER LAUNDRY TILE DRYWALL CLOSETS WOOD DRYWALL WOOD BATHROOMS TILE TILE• TILE FULL HTASHOWER 4 TUS. REST 04'-m' WANSWAT. GARAGE UNFINISHED DRYWALL NONE PLASTER PORCH TILE STUCCO STUCCO COVERED TERRACES TILE STUCCO NONE STUCCO 2nd FLOOR STAIRS WOOD DRYWALL WOOD PLASTER DEN DRYWALL BEDROOMS CLOSETS WOOD DRYWALL WOOD BATHROOMS TILE TILE, TILE FULL HT.•BHOWER t: TU®. F4EST a4' -O' WANSCOAT. HALLWAY WOOD DRYWALL WOOD DRYWALL SUN DECK TILE STUCCO NONE STUCCO cn Z O U) W OF: r4 All IL V wA ado Z O oV 14, L) U Kol 7P