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00-1294-003 A B C D E F G H I J K L M N 0 I I I I I I I I I I I I I I I "fir r is xx c kw '0 c BURGLARY INTRUSION NOTES GENERAL NOTES - EXTERIOR EXIT DOORS, IF OPERABLE FROM THE EXTERIOR, SHALL HAVE 1. BY AND THROUGH SUBMISSION OF A BID. CONTRACTOR AGREES THAT HE SHALL AT LEAST ONE LOCK THAT IS KEY-OPERATED FROM THE EXTERIOR. BE HELD RESPONSIBLE FOR HAVING EXAMINED THE SITE AND LOCATION OF ALL �- PROPOSED WORK AND FOR HAVING SATISFIED HIMSELF AS TO THE NATURE OF - LOCKS ON EXTERIOR DOORS SHALL HAVE A MINIMUM OF 6000 POSSIBLE EXISTING CONDITIONS AND ANY OTHER OBSTRUCTIONS AND PHYSICAL ' ' ' KEY CHANGES OR LOCKING COMBINATIONS. CHARACTERISTICS OF THE JOB, AND CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS PERTAINING TO THE WORK AND THEREBY PROVIDED FOR SATISFACTORY - - WHERE A KEY-IN-THE-KNOB TYPE LATCH-SET IS SPECIFIED, THERE SHALL COMPLETION THEREOF, INCLUDING THE REMOVAL. RELOCATIONS AND REPLACEMENT OF BE AN AUXILIARY DEAD BOLT TYPE LOCK PROVIDED. • ANY OBJECTS OR OBSTRUCTION WHICH MAY BE ENCOUNTERED IN DOING THE PROPOSED DEAD BOLTS SHALL BE HARDENED OR CONTAIN INSERTS. - • WORK. - THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS TO THE EXTERIOR SHALL 2. THE WORK DESCRIBED HERE-IN INVOLVES THE RENOVATION OF g I T ® a rt HAVE LOCKS AS REQUIRED FOR SINGLE SWINGING DOORS OR HAVE TO BE A ONE STORY C.B.S. RESIDENCE. THE CONTRACTOR MUST CORRELATE THE WORK _ PROVIDED WITH A MULTIPLE-POINT LOCK WITH 5/8 INCH MINIMUM DESCRIBED ON THE DRAWINGS WITH THE ACTUAL CONDITIONS IN THE FIELD. IF ANY THROW BOLTS WITH INSERTS AND OPERATED BY A CYLINDER LOCK. CONDITIONS ARE ENCOUNTERED DIFFERENT THAN THOSE INDICATED, CONTRACTOR - THE INACTIVE LEAF OF PAIRS OF SWINGING DOORS TO THE EXTERIOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO CONTINUING WITH THE WORK. 116 ALHAMBRA CIRCLE, SUITE J SHALL BE PROVIDED WITH MULTIPLE-POINT LOCKS WITH 5/8 INCH 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FOR CORAL GABLES, FLORIDA 33134 MINIMUM THROW BOLTS WITH INSERTS. SAME. - SLIDING GLASS DOORS IN EXTERIOR WALL AND ACCESSIBLE FROM THE E-mail : bap bap@bapdesion.com 2 - OUTSIDE SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS, OR A 4. NO STRUCTURAL MEMBERS SHALL BE CUT OR DAMAGED WITHOUT THE -2 Florida Corp AA0002364 BOLT OR PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE ARCHITECT/ENGINEER'S APPROVAL. �-EXISTING WOOD JAMB, HEAD SILL OR AT THE MEETING MULLIONS. �POWER POLE PH 30 .444.7100 FX 305.444.9803 5. NEW FINISHES AT CUT AND PATCHED AREAS SHALL MATCH EXISTING ADJACENT Copyright©2000 By:Beame Architectural Partnership,P.A. - SUCH DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK AREA TO FINISHES WITH NO NOTICEABLE DIFFERENCES. MAINTAIN BOLT STRENGTH EFFECTIVENESS WHERE NECESSARY TO MEET THE REQUIREMENTS SET FORTH HEREIN. 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES: STRUCTURAL, 5' WOOD FENCE - SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE PLUMBING, ELECTRICAL & AIR CONDITIONING AT THE TIME THE WORK IS PERFORMED WHICH, OF REMOVED, WOULD FACILITATE READY ENTRY, NOR SHALL ANY ON THIS STRUCTURE. NO ADDITIONAL PAYMENTS SHALL BE MADE FOR THE DOOR LEAF WHEN CLOSED AND LOCKED BE OPENABLE FROM THE OUTSIDE. CONTRACTOR'S FAILURE TO CORRECT CONFLICTING FIELD CONDITIONS AFTER THE WORK HAS BEGUN. - OVERHEAD-TYPE DOORS IN EXTERIOR WALLS SHALL BE PROVIDED WITH MULTIPLE-POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH 7. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL HARDEND BOLTS, OR BOLTS WITH INSERTS, ENGAGING AT LEAST TWO OR CHARGE OF THE CONSTRUCTION MEANS, METHODS, SEQUENCES OR PROCEDURES OR -3 3 - OPPOSITE POINTS A MINIMUM OF 5/8 OF A INCH. FOR THE SAFETY PRECAUTIONS AND PROGRAMS. - OTHER LOCKING DEVICES ON SUCH DOORS SHALL NOT BE REQUIRED WHERE 8, ALL WORK & MATERIAL SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF THE DOORS ARE CONTROLLED AND LOCKED BY ELECTRIC POWER. EXISTING POOL PUMP THE SOUTH FLORIDA BUILDING CODE. RELOCATED TO HERE - METAL GRATES AND GRILL-TYPE DOORS, WHERE PROVIDING INTRUSION 4J AND BURGLARY SECURITY. SHALL BE PROVIDED WITH LOCKS AS FOR OTHER 9• ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE-TREATED. WOOD j DOORS AND SHALL BE DESIGNED TO PREVENT REACHING THE INSIDE CASINGS, JAMBS AND TRIM SHALL BE STAIN GRADE OR CLEAR UNLESS SPECIFIED w ACTIVATOR FROM OUTSIDE. OTHERWISE. v� - - v - EXTERIOR WINDOWS SHALL BE LOCKED WITH DEVICES ON THE INSIDE 10. SUBCONTRACTORS SHALL SUBMIT SHOP DRAWINGS FOR ALL CUSTOM FABRICATED REAR SETBACK 25 15' PARKWAY 7 CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED IN AN WORK FOR APPROVAL BY THE ARCHITECT PRIOR TO ORDERING. V EXISTING 5' OPERABLE DIRECTION UNLESS THE WINDOW OPENING IS PROTECTED BY d in WOOD FENCE OTHER INTRUSION SECURITY DEVICES OR AN APPROVED EQUIVALENT. 11. DO NOT SCALE DRAWINGS: USE DIMENSIONS INDICATED ON DRAWINGS. 4 - DIMENSIONS OF LARGER SCALE DRAWINGS AND DETAILS SHALL TAKE PRECEDENCE _ -4 - HINGES, WITH HINGE PINS EXPOSED TO THE OUTSIDE, OF ALL EXTERIOR OVER SMALLER SCALE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL O Q DOORS , OPERABLE WINDOWS, TRANSOMES, SKYLIGHTS AND ACCESS DIMENSIONS AND VERIFY SAME IN FIELD. m SCUTTLES SHALL HAVE NON-REMOVABLE PINS, OR SHALL BE OF POOL z INTERLOCKING-STUD TYPE AND SUCH HINGES SHALL HAVE NON-EXPOSED in [i N SCREWS. 12. IN THE EVENT THERE ARE FOUND DISCREPANCIES OR AMBIGUITIES IN OR ^ k wo OMISSIONS FROM THE DRAWINGS, OR SHOULD THERE BE DOUBT AS TO THEIR MEANING W - JAMBS OF ALL EXTERIOR OF SET-TYPE IN-SWINGING DOORS SHALL BE AND INTENT, THE ARCHITECT SHALL BE NOTIFIED IN ORDER TO PROVIDE a RABBETED OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE CLARIFICATION. m PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES. Ili W_ 13. INSULATE MASONRY WALLS, EXTERIOR STUD WALLS, AND ATTIC SPACE IN - SLIDING GLASS DOORS AND HORIZONTALLY SLIDING WINDOWS SHALL BE ACCORDANCE WITH ENERGY CODE CALCULATIONS. p 30'-0" CONSTRUCTED AND INSTALLED SO THAT NO PANEL CAN BE LIFTED FROM N L1J THE TRACTS WHEN IN LOCKED POSITION AND PROVIDED WITH LOCKS AS 14. IF ANY HAZARDOUS MATERIALS, INCLUDING ASBESTOS, ARE ENCOUNTERED I� z I NEW PATIO SET FORTH ABOVE. SUCH DOORS AND WINDOWS SHALL COMPLY WITH THE _o CONCRETE DECK DURING DEMOLITION WORK STOP WORK IMMEDIATELY AND CONTACT THE OWNER AND 7 � AREA SAND-SET EXISTING WATER Z 5 - AAMA 1303.3-72 STANDARDS FOR FORCED-ENTRY RESISTANT ALUMINUM - - W -5 SLIDING GLASS DOORS, THE A.N.S.I. STANDARDS FOR SLIDING GLASS THE ARCHITECT. w 1 -- CON BETE PAVERS METER DOORS, AND THE AAMA 1302.3-72 AND THE A.N.S.I. STANDARD FOR _ ;_ ;_, - 0 ERALL Q ALUMINUM WINDOWS A.N.S.I. A134.1-72. 15. PATCH AND REPAIR ALL FINISHES DAMAGED DURING THE COURSE OF THIS WORK. ---- _ =ice i DIMENSIONS; SHOWN, FILL AROUND NEW PIPING AND CONDUITS WITH CONCRETE. SEAL ALL HOLES AND ;EXI_ST1NG POOL PEJfvT VERIFY PRECISE - DOORS WITH LOUVERS, AS DESIGNED HEREIN, SHALL NOT BE INSTALLED GAPS. NEW FINISHES AT CUT AND PATCHED AREAS SHALL MATCH EXISTING ADJACENT �- '- -TO BE-RELOCATED-- SHAP WITH OWNER � - - IN THE EXTERIOR WALLS OF AREAS REQUIRING SECURITY UNLESS THE FINISHES WITH NO NOTICEABLE DIFFERENCES. ' -- EA -` . LOUVERED AREA IS PROTECTED AS PROVIDED ABOVE OR BY ANY APPROVED ', EXISTING. ,COVERED �' _'_ -t_- _. ! 1 = -ti�_- EQUIVALENT SECURITY DEVICE. 16. RELOCATE EXISTING ELECTRICAL RECEPTACLES AND LIGHT FIXTURES AS SCREEN•-PORCH REQUIRED. ALL ELECTRICAL WORK SHALL COMPLY WITH THE N.E.C. tl _Y - ALL WINDOWS SHALL BE CONSTRUCTED SO THAT THERE FIXED OR LOCKED TO BE .•ENCLOSED f $RICK; DECD, WLK, _. I , THEY CAN NOT BE REMOVED FROM THE FRAME FROM OUTSIDE UNLESS THE + P[p`MER-TQ-BE ' 17. SUBMIT A COPY OF THE CONTRACT DOCUMENTS ISSUED FOR PERMIT BY THE ' ' � --�- I EDGE OF PAVING WINDOW OPENING IS PROTECTED AS PROVIDED ABOVE OR BY AN APPROVED _ _ _ ' _ I :-REMOVED.; STAC TO ALIGN WITH EQUIVALENT SECURITY DEVICE. -AS-NOTED-'FOR BUILDING DEPARTMENT, TO THE ARCHITECT TO ALLOW HIM TO INCORPORATE THOSE EDGE OF EXISTING I -" TBRICK , BUILDING DEPARTMENT MODIFICATIONS INTO THE PLANS PRIOR TO THE START OF �-EXISTI G 5' WOOD I USE. FUTC71RE- _r FENCE 6 - - WINDOWS SO PROTECTED SHALL COMPLY WITH PARAGRAPH 3116.E(D) OF CONSTRUCTION. FENC i - - -_ - I - -6 THE SOUTH FLORIDA BUILDING CODE. _ 18. ALL WINDOW AND DOOR SIZES ARE NOMINAL. VERIFY MANUFACTURER'S ACTUAL _ - a0 AND ROUGH OPENING DIMENSIONS. N 19. ALL NEW HARDWARE AND FIXTURES SHALL BE APPROVED BY THE OWNER AND ARCHITECT PRIOR TO INSTALLATION. r - 20. ALL NEW DRYWALL, PLASTER AND STUCCO SHALL RECEIVE TWO COATS OF SINGLE FAMILY PREMIUM QUALITY PAINT. WOOD SHALL BE PAINTED OR STAINED. SEE I ' RESIDENCE REMOVE EXIST NG REMOVE EXISTt G OWNER/ARCHITECT FOR ALL PAINT/STAIN COLORS AND FOR APPROVAL OF ❑ ASPHALT DRN + ASPHALT XI - MANUFACTURER. - I o REPLACE WITH EXISTING A/C r, ' BASE. 50/50 C.U. EXISTING GARAGE SAND-SET PA RS FLUSH W/ ADJACENT N -7 7 STRUCTURAL NO s ' 'TO'I, BE GRADE CONVERTED 1. THE GOVERNING CODE FOR THIS PROJECT IS THE SOUTH FLORIDA BUILDING CODE, STACK BRICK '�' ', 5'_6" 1994 EDITION. TO THE BEST OF OUR KNOWLEDGE, THE STRUCTURAL DRAWINGS AND FROM EXISTING ' SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE GOVERNING DECK, WALK + f BUILDING CODE. PLANTER FOR PORCH l 2. SUPERIMPOSED ROOF LIVE LOAD IS 30PSF FOR SLOPES LESS THAN 1-1/2 ON 12. FUTURE USE. DESIGN CODE FOR WIND IS ASCE 7-93. BRICK PLANTER fi BRICK PLANTER 3. CONSTRUCT MASONRY IN ACCORDANCE WITH ACI 530-95 ASCE 5-95 "BUILDING =Z I WING WALL EDGE OF PAVING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES"; AND ACI 530.1-95/ASCE ( } }_ NEW UNDERGROUND CONDUIT I TO ALIGN WITH 6-95, SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD-BEARING FOR FUTURE USE: 1 - 2"0 EDGE OF EXISTING 13 - CONCRETE MASONRY". -{- } �'- A C C.U. T WING WALL SCHEDULE 40 PVC & 1- 1 o BE REPLACED -8 _ I: EMT. CAP ENDS 4. USE CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. USE TYPE S MORTAR ;� r I j IN ACCORDANCE WITH ASTM C270. USE STANDARD (9 GAUGE) HORIZONTAL JOINT REINFORCING CONFORMING TO ASTM A-82 IN EVERY OTHER COURSE. USE GROUT FRONT SETBACK 25 2 16FEB01 BLDG DEPT REV CONFORMING TO ASTM C-476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. USE ASTM A-615 GRADE 60 REINFORCING STEEL. - - - of - ; - -� rt-+- �_ - - NUMBER: DATE: ITEM: 5. FOR CHEMICAL ADHESIVE FOR ANCHORING REINFORCING BARS AND ANCHOR BOLTS, REVISION USE AN EPDXY OR POLYESTER RESIN ADHESIVE SUCH AS HILTI HR DOWELING �� SEXING 3 L _ 0 CARTRIDGE C-100, SIKA SIKADUR 32 HI-MOD, SIKADUR 31 HI-MOD GEL, RAMSET HEAD EPCON INJECTION SYSTEM, RAWL FOIL-FAST SYSTEM OR ACCEPTED EQUIVALENT. -�TI ' i REMO+TO E A -�I �r ---. IRE HYDRANT/RED -CONCRETE---,-- V D i . F 6. DO NOT USE WOOD STRUCTURAL MEMBERS WITH A BENDING STRESS LESS THAN GARCIA RESIDENCE 0 1000 PSI OR A MODULUS OF ELASTICITY LESS THAN 1,200,000 PSI WHEN USED AT 19 % MAXIMUM MOISTURE CONTENT. a- 2 -`�NQ`S� �� - -tn _=~ _ EXISTING I I _=CONCRETE`-PAVER . -� � ! EXISTING -9 RENOVATIONS 9 SEPTIC TANK + DRAIN ' } " -rDRI�/E_7��- VEB I SEPTIC TANK + DRAIN FIELD = --�-L;--DIMENSIONS;SHOWNr `� - - FIELD - ; RIFY?PRECISE 11 Is 54 - -7 4 5870 SW 85th STREET 2 =T I !- T; I__',-=- -T -- RELOCATE BASKETBALL ±, BACKBOARD TO HERE O O O O t SOUTH MIAMI _ INLET FLORIDA 10- REMOVE EXISTING`' -10 MAILBOX 17' PARKWAY NEW MAILBOX INLET EXISTING PALM TREES TO CONCRETE PROVIDED BY ONWER, -- - REMAIN - COORDINATE NEW _ INSTALLED BY a �-- DRIVEWAY SHAPE WITH EXISTING CONTRACTOR -� _ LANDSCAPING ' / I _ CONCRETE - _� t �'' I •J ' `` „ - SW 85TH STREET -„ PRJ. MNGR. DRAWING BY .SCALE MW CG AS SHOWN SHEET TITLE GENERAL TOTES SITE DATA + SITE PLAN 12- SITE PLAN 12 SCALE: 1/8"=1'-0" -12 P/ JOB 9 JOB NUMBER SHEET NUMBER rm'Ay 01001 A-1 a1 � - DATE I I I I I I I I I I I I ri0AO 9NOV2000 1 OF 6 �+-1749 A B C D E F G H I J K L M N 0 hllF+i:li�13