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05-875-010WINDOW SCHEDULE SMOOTH GONG. SYMBOL DESCRIPTION THRESHOLD SIZE TYPE MATERIAL REMARKS WOOD HR3040 PAINTED DRYWALL. 361) 8 Fill" 11L.Y ROOM 0 NEW ADD. METAL MIL © HR -4040 4851AS' 0-2 METAL 6-6 A/G- AX05ET0 NEW ADD. HR-2020 WOOD 240) ? SOLD CORE METAL D-3 2.p' H;Z - .W30 1 ' 245c MTL. METAL E HR -4030 ; 48*)W 1-9/471 METAL STLR B® RM V NEW ADD WOOD FRENCH DOOR 0-5 (2-M 6$' 1 Y8 WOOD BUCK INSTALLATION SCHEDULE MIL VA/INDOW I X3 P.T. 2P-6) 3/16 d1o. TAPCONS SL vggs DOOR WOOD 1x4 P.T. GER TILE 3116' d1a.TAPCON5 SWING DOOR (� � o AINTEJ7 2x4 P.T. THAC 01 #2 dP NEW ADD. 3/16' d1o. TAPCON AT 12' O.G. STORE FRONT 9I 5 PAINTED DRYWALL 2x4 P T CERAMIC � O\V RN COMPARTMENT V4 ' TAPGON NOTE: APPLY BUCK OVER BACKBEDDING OF CAULKING FINISH SCHEDULE ROOM FLOOR BASE W?J..LS CEILING CAMMENTS WP. GYP. BD. ON WALLS W/ PLUMBING FIXTURE ONLY DOOR SCHEDULE SMOOTH GONG. Stm MATERIAL. THRESHOLD FRAME TYPE REMARKS VOUTH WOOD PAINTED DRYWALL PAINTED DRYWALL. q3-O' Fill" 11L.Y ROOM 0 NEW ADD. 13/4 MIL MTL. MTL FRENCH DOOR 0-2 2.6 6-6 A/G- AX05ET0 NEW ADD. WOOD WOOD WOOD SOLD CORE D-3 2.p' 6-& 1 ' HA"WAY 0 NEW ADD. MTL. MTL FULLY LOUVERED DOR D4 ; 6-6 1-9/471 MTL STLR B® RM V NEW ADD WOOD FRENCH DOOR 0-5 (2-M 6$' 1 Y8 MTL ALK IN E rV � r�teR BED RM MIL Bl-FOL.D DOOR D-6 2P-6) 6-6 1 y WOOD MAS"it% BATHROOM GER TILE CER TILE PAINTED * (� � o AINTEJ7 CERAMIC TILDE AT SHOWER COMPARTMENT TO MIN. 70' ABOVE DRAIN THAC 01 #2 dP NEW ADD. 11 GER TILE PAINTED DRYWALL PAINTED DRYWALL CERAMIC � O\V RN COMPARTMENT D-8 WP. GYP. BD. ON WALLS W/ PLUMBING FIXTURE ONLY DOOR SCHEDULE sym. Stm MATERIAL. THRESHOLD FRAME TYPE REMARKS VOUTH FJH GH THICK D-1 q3-O' 6-6 13/4 MIL MTL. MTL FRENCH DOOR 0-2 2.6 6-6 1 pi's WOOD WOOD WOOD SOLD CORE D-3 2.p' 6-& 1 ' MTL MTL. MTL FULLY LOUVERED DOR D4 ; 6-6 1-9/471 MTL MTL MTL FRENCH DOOR 0-5 (2-M 6$' 1 Y8 MTL MTL MIL Bl-FOL.D DOOR D-6 2P-6) 6-6 1 y WOOD WOOD WOOD WU10 C 0-7 '-� 6-6 11 MIL MTL. mn _ BI -FOLD D-8 2-4 6-6 1 yi WOOD WOOD WOOD HOLLOW CORE D-9 2 -10' 6'-g' 1 �'e WOOD i,',3 WOOD HOLLOW CORE 1- A i I-- 0 QATHROOM GENERAL GLAZING NOTES: DOORS AND OPERATIVE WINDOWS IN EXTERIOR WALLS: L ALL EXTERIOR DOORS CONTAINING GLAZING MATERIALS GREATER THAN 9 Sa FT. IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II SAFETY GLASS AND SHALL BE OF FULL TEMPERED GLASS ONLY AS PER F.B.G. SECTION 24113.132) 2. WHERE THERE IS A DROP OF MORE THAN 4' -0" ON THE FAR SIDE OF AN OPERABLE WINDOW, AND THE SILL IS LESS THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE SAFEGUARDS SHALL BE PROVIDED. AS PER SECTION 2411.4.1 OF F.B.C. REFER TO EGRESS WINDOW DETAIL, FIXED GLASS IN EXTERIOR WALLS: 3. ALL OPERABLE OR NON OPERABLE GLAZED PANELS, LOCATED WITHIN 12" FROM A DOOR, AND WHOSE BOTTOM IS LESS THAN 48" FROM THE WALKING SURFACE, SHALL BE CAT. II SAFETY GLASS. AS PER FLORIDA BUILDING CODE SECT. 24112 GLAZING IN INTERIOR OF STRUCTURE: 4. PROVIDE CATT. II SAFETY GLASS IN ALL GLAZING WITHIN 60" OF THE FINISHED FLOOR SURFACE IN WALLS SURROUNDING ANY TUB OR SHOWER ENCLOSURES. AS PER FLORIDA BUILDING CODE SECT. 2411.63 5. ALL GLASS MIRRORS SHALL COMPLY WITH A.S.T.M. C1036 GENERAL NOTES 1- THE CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND EXAMINE THE PLANS AND IT WILL BE ASSUMED THAT THE CONTRACTOR HAS INVESTIGATED AND IS FULLY N MED AS TO THE CONDITIONS AND MATERIALS TO BE ENC=Mff ED AS TO CHARACTER. QUALITY AND QUANTITIES OF WORK TO BE PERFORMED AND MATEIMS TO BE FURNSFED AND AS TO THE REQUIREMENTS OF THE PLANS. NOTIFY THE ARCHITECT IN CASE OF ANY DISCREPANCIES. 2- ft CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AND BE RESPONSIBLE FOR SAME DISCREPANCIES BETWEEN FELD AND DRAWINGS SWILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 3• DO NOT SCALE DRAWINGS. 4- CONTRACTOR WILL GUARANTEE IN WRITING ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINN. ACCEPTANCE BY THE OWNER AND WILL, AT HIS OWN COST. REPAIR OR REPLACE ALL WORK OR DAMAGES CAUSED BY WORK WHICH BECOMES DEFECTIVE DURING THE TERM OF THE GUARANTEE. 8- CONTRACTOR SHALL COORDINATE AND SUPERVISE HIS WORK AND WORK BY SUBCONTRACTOM a THESE PUNS ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USE), REPRODUCED. OR CHANGE) N ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. 8-ALL WORK IS TO BE DONE IN STRICT COMPLIANCE URTH THE FL BLDG CODE AND ANY OTHER LOCAL GONERNNNG Au HORRES. 7- ALL MATERIALS AND WORK TO CONFORM TO LATEST GOVERNING BUILDING CODES AND REGULATIONS. 9- THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNDERGROUND UTILITIES WHETHER SHOWN OR NOT ON THE PLANS. NOTIFY ALL UTILITIES INVOLVED PRIOR TO CONSTRwnON. 10-ALL FINISHES ARE TO BE COORDINATED WITH THE OWNER. 11 -THE CONTRACTOR SHALL OBTAIN ALL PEtM98 REQUIRED FOR HAILING THE LEGALLY DISPOSING OF MATERIALS REMOVED N DEMOLITION WORK. 12- THE CONTRACTOR SHALL REMOVE ALL SPECIFIC ITEMS INDICATED ON THESE DRAWINGS AND ALSO REMOVE ANY OTHER ITEMS OR CONSTRUCTION AS REQUIRED TO ACCOMPLISH ALL NEW WORK TO SEAS SHOWN. 13-ALL DIMENSIONS SHOWN ARE TO BE VERIFIED IN THE REIM AND ANY DISCREPANCIES SHAW. BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING W rH THE WORK. 14- BUILDING CONTRACTOR TO CUT OUT AND REMOVE EXISTING WALLS AS INDICATE). 15- THE AMOUNT OF DUST RESULTING FROM DEMOLITION SHALL BE CONTROLLED TO PREVENT THE SPREAD OF DUST TO AVOID CREATION OF A NUISANCE IN THE SURROUNDING AREA USE OF WATER WILL NOT BE PERMITTED WHEN IT WILL RESULT IN. OR CREATE. HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS FLOODING AND POLLUTION. 18- ALL D06TNG SURFACES SUCH AS WALLS, FLOORS, CEILINGS, BASES. ETC. THAT ARE AFFECTED BY THESE ALTERATIONS ARE TO HAVE NEW MATERIAL AND FNSH AS REOUIRED TO MATCH ALL ADJACENT EXISTING FINISHES. 17- GENERAL CONTRACTOR SHALL DO ALL CUTTNG AND PATCHING OF EXISTING CONCRETE SLABS, PARTITIONS, ETC — AS AS MAY BE REQLIRED FOR ALL TRADES TO ACCOMPLISH ALL WORK REQUIRED BY THESE CONTRACT DOCU EMS. CONTRACTOR SHALL DO ALL PATCHING AND PROVIDE NEW FINISHES TO MATCH EXISTING SO AS TO MAKE THE 'PATCHED AREA MIS M13LE FROM THE EXIST. AND ADJACENT AREA 18- UTILITY SERVICE& MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN. IMP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. U.O.N. 19- PRIOR TO DEMOLITION. VERIFY THE SCOPE OF WORK WI THE OWNER AND DISPOSITION OF ANY REMOVED ITEMS. 20- REMOVE ALL SPECIFIC ITEMS INDICATED ON THESE DRAWINGS AND ALSO FR 311 ANY OTHER ITEMS OR AS RECTD. TO ACCOMPLISH ALL Wig WORK TO AREAS SHOWN. 21- ALL REMOVED ITEMS F ANY SHALL BECOME THE PROPERTY OF THE CONTRACTOR WITH THE APPROVAL OF THE OWNER, AND SHALL BE REMOVED FROM THE SETS NOTE: WINDOW AND SLID INCA CLASS DOOR INSTALLATION SHALL BE IN ACCORDANCE WITH r IANUFACTURER'S SPECIFICATIONS SET FORTH IN THE AFFROVED PRODUCT CONTROL AFFROVAL. BURGLARY INTRUSION NOTES 1- ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF r'i,000 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 INSERTS. 2 - THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOOR SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOOR. THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH }' MIN. THROW BOLTS WITH INSERTS. 3 - SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR PIN NOT REMOVABLE OR OPERABLE FOR EXTERIOR AT THE JAMB, HEAD, SILL OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK ARE TO MANTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM OUTSIDE. 4 - OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLT OR BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. 5/80. OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED AND LOCKED BY ELECTRIC POWER. 5 - HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON REMOVA- BLE PINS. 6 - JAMB OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS BE RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES. 7 - SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL BE SOLID CORE OF NOT LESS THAN 1 3/4' THICK DOOR (V FRONT ARE METAL 8 - GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTES- STANDARD 297.1. 9 - VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH WITH AMERICAN NATIONAL STANDARDS INSTITUTES - STANDARD 297.1. 10- SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONS- TRUCTED SO THA NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITEC- TURAL ALUMINUM MANUFACTURER'S ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 13033. 11- VENTS ON OVERHEAD GARAGE TYKE DOORS SHALL NOT BE INSTALLED CLOSER THAN 40' TO THE INSIDE LOCK ACTIVATING DEVICE. 12- SINGLE SWING EXTF909 AND SWING DOORS CONNECTING LANG AREAS WITH GARAGE AREA SHALL BE A MIN. 13AT THICK SOLID CORP, AND SHALL BE SECURED WITH A LATCH AND SINGLE DEAD BOLT SETS WITH LATCH THROW MIN. OF 1/7 AND BOLTS HAVING A MIN. OF 1' THROW. 13- FRONT MAIN ENTRANCE DOORS SHALT- BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL 14- ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORr DANCE WITH RESISTANCE STANDARDS SET FORTH IN METRO CODE S. F. B. C. • • �a i i � U N DRA\NN BY JULIO C SILVA CHE0= BY JOB No.