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00-0247-001 S.W. 72nd STREET (SUNSET DRVE) N 'tV LLE NEVILLE & ASSOCIATES P.A. BURGLAR INTRUSION NOTES ARCHITECTS 340 Minorca Avenue, #4 1 . ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF Coral Gables, FL 33134 300 LBS. APPLIED IN ANY MOVABLE DIRECTION. (305) 476-0300 2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OR AA C002186 OPERATED FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES LOCKING COMBINATIONS. IF KEY—IN—THE—KNOB LOCK IS USED, THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS. Al plam%swrwrp,�=,,e�f,and at*6�erts and 7ngmemt3 a,epa���� 3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME ��P� ®�"=6.ct �"" "' �"°" `a�P�rn "`�`�'�a`��''" ©Cop�rigM by NenLe!Assncatr�PA LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH CONSULTANT 5/8" MINIMUM THROW BOLTS WITH INSERTS. 4. HINGES ON EXTERIOR OFFSET TYPE OUT--SWINGING DOORS SHALL HAVE NON—EXPOSED SCREWS AND NON—REMOVABLE PINS. --- --� 4. JAMBS OF ALL EXTERIOR OFFSET TYPE IN—SWINGING 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. SINGLE SWINGING EXTERIOR DOORS, IF WOOD, SHALL BE SOLID CORE OF NOT LESS THAN 1 3/8" THICK. PROJECT: 7. VISION PANELS IN EXTERIOR DOORS, OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOCKS AND SWINGING GLASS DOORS SHALL COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE, STANDARD Z97.1 . DOOR 8. GLASS IN EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTES, STANDARD Z97.1 . 9. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO REPLACEVENT THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH FHE ARCHITECTURAL ALUMINUM MANUF. / ASSOCIATION STANDARD FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. PLANS 10. SINGLE SWING EXTERIOR AND SWING DOORS CONNECTING LIVING AREAS AND GARAGE AREAS SHALL BE SECURED WITH A LATCH AND SINGLE DEAD BOLT WITH ONE INCH MINIMUM THROWS OF A COMBINATION OF DEAD LATCH AND DEAD BOLT SETS WITH LATCH THROW A MINIMUM OF 1/2" AND BOLTS HAVING A ° MINIMUM THROW. DOORS SHALL BE A MINIMUM 1 3/8" THICK SOLID CORE. N I 3ANK of LOCATION OFD R #1 REPLACEMENT SEE "o SOUTH VAV ELEVATION #1 1 STUCCO OR R1 STER VENEER FINISH 12,_5„ - 3, , - - - - - 67,_11- - - - - - - - - - 14,_0„ 8'CONC. BLOCK — FILL CELLS WITH GROUT AT JA.NB(gAsT) 2' /4' /LOCATION OF DOOR METAL W Al1E REPLACEMENT - SEE HOLLOW METAL AND PAINT Flu FRAME W/GROUT ELEVATION #2 GALV.MTL q'E'ANCHORS < O r r— � 0 01 c- oo SEALANT AND BACKER .ROD ��— Pt&U VENEER ON GIP,LATH ON NRRNG W/RIGID INSUL LOCATION OF DOOR #3 DOOR J DETA L 3' 11-0. REPLACEMENT - SEE ELEVATION #3 2'-6" 3'-0' 4'-7" CLIENT: FIRST NATIONAL BANK of SOUTH MIAMI EXIST. BUILDING . _ _ _ 5750 SUNSET DRIVE SOUTH MIAMI, FL 33143 I -- SHEET NAME: SITE PLAN NOTES & DETAILS DATE: MARCH 11 2000 REVISIONS S.W. 73rd STREET SHEET NO. &TE A- 1 A 1 /16 = 1 -0 f '/ter,