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05-795-001'f r i r t EXLSIYNG OVERHEAD LTFMr[Y LINE m SITE PLAN AI�J.O SCALE: 1 /S° _ I'_0, S.W. 58 COURT 06.0' PAVENffit 1� - _ _ _ _ _ - _ 50.0' TOTAL R/W ZONING LEGEND GENERAL NOTES SINGLE F41'111_Y 4 DUPLEX ZONING, 'AE' GENERAL NOTES: I DO NOT SCALE DRAW:NS5, USE FIGURED DIMENSIONS ONLY. CONTRACTOR 5HALL vER!FY ALL DIMENSIONS AND EI!sFIT (TO RIDGE OF ROOF): I(o' - ©' �16CVE C- R.".C�E r I i_ n ^ ^^-__ N =T LAND .R =A: 131 =C S.F. ONIDIT CN5 IN EVENT OF COK=_I.T NOTIFY LRCL4;TECT BEF, - PR _= EDIN_. _CT CC,/ER.-'-E (EVEF?Y TrING UN -_ER R0 ✓ =,. : e&41 5 =. '!5.2 %0? C.^V"R :.. _ OWNER .:',: vAF!OJS TR!.."ES 5O THATPROFER O- EAINC-5 AN.; r� -aE5 2. E'er -CK ^ REGJiR =D = RO` ✓iDE ✓ _ _ _ _ -- 3. 'LL ✓_rTATIOti AND GRGGNIC ,_ i =R 5 ALL -_ _ O /_D °r�!OR TOP CW! Fi_L. FOJ':D TION 5� _L =LR Gti CLEAN FILL COMPAC ?ED IN LAYERS G= NOT MORE THAN 12' DEPTH AND TO °.5 o CEN5ITY -5 PER A.S.TM. FROC70R TEST GR MODIFIED PROCTOR TEST. CONTRACTOR SHALL SUBMIT TEST RESULTS FRONT 25' -O' 25' -6' 4. ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE, 2001 EDITION AND ALL LOCAL ORDINANCES SID= 1' 6' GOvE 3lING 3 5._'O \iRACTO S A_L VEii =Y =LL D; Eti510d5 AND =-\=1710N5 AND NOTIFY TIE LR::PiiECT C;: 4NY ^ ✓!5'REPAN'IES _ •: STAR -'.NG -• - ',:. " ✓ae IT T:.= ;N1ENi To ,. EVERY MNCR .^.= 74•L C RE -R " Er ^__'E_ FJR\'.5 L \C INSi -- _= c REC' -ED TC 10'' =_=T= -E .ORK GOOD TC LL <E OR ,: N:L TO = E GR SO _S TO °rZE' ✓ENT - ✓R 5. tiS° ^`:BIBLE ` < CO =�' ^'JOE . " _' __ FE' ^?L. 0. RE?dl = EVi^ �_ 6 .^- �NT'C =,. 5� -1 =-_ '- _ ��, _ _ _i _ b4.. n r - G ^�E-- ! 0 I r. 'S ! DIRECT C ✓ER_...ND Di5_H =RGc GF ST R"^',:J- ;'� NT✓ _A'G= OR .,. ='v -L. 0`. ���CTON. LOT WILL BE GRADED 50 A5 TO PREVENT DIREC Ov= RL.: -ND D15SW. =RG -E l -:LL WORK 5' -4ALL BE RFO^c ,ED BY A LICENSED AND II SJcD STAT=E CERTIFIED GENERAL CONTRACTOR OR BY TH_ OR STOR^1'.U47ER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE OWNER !F - =PROVED BY THE LCCAL SJ!LDINC- DEPARTMENT OFFICIAL. CERTIFICATION PRIOR TO FINAL INSPECTION. 8. ALL W:NDCtU5 USED SHALL HAVE DADE COUNTY PRODUCT AFFROV AL. ANY APPLICABLE RESOLUTIONS: 9. SECONDARY MEANS OF ESCAPE SHALL CONFORM TO NFPA. 22 -212.0 WINDOWS USED 45 SECOND ME4N5 OF ESCAPE NOTICE: MUST PROVIDE A CLEAR OPENING (WHEN FULLY OPENED) OF NOT LESS TWAT TWENTY INCHE5(2O')IN WIDTH, TWENTY FOUR INCHES (24') IN HEIGHT AND 5.1 SQUARE FEET IN AREA. AND THE BOTTOM Cr- THE BUILDING. IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, TIWERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO TH!5 PROPERTY THAT MAY BE 10. ',.k''OD TRUSS MANU= ACTUFER 5HALL SUBMIT SHOP DRA=WINGS AND CALCULATIONS FOR ARCHITECT'S A= FROv_'L FOUND IN THE PUBLIC RECORDS 0= THIS COUNTY. SECTION 5 3.19 (10), FRIOR TO TRUSS F45R!C4TION. WOOD TRJSSE5 5HALL BE DESIGN BY A FLORIDA REG!STEFED PE. FLORIDA STATUTES, EFFECTIVE 1110131, II. TNE5E PLANS ARE THE PROPERTY OF THE ARCHITECT AND 5HALL NOT BE USED, REPRODUCED OR CHANGED IN ANY A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. ONTO PUBLIC RIGHT OF WAY. CONTACT PUBLIC WORKS DEPARTMENT, 12, THE ARCHITECT 15 NOT RE5PON5!BLE FOR ANY WORK NOT PROVIDED IN THESE PLANS. THE HEIGHT OF FENCES, WALL AND HEDGES SHALL NOT EXCEED 25 FEET IN HEIGHT WITHIN 10 FEET OF THE EDGE OF ANY DRIVEWAY LEADING TO A 13 CONTRACTOR SHALL COORDINATE AND SUPERVISE P15 WORK AND WORK BY SUBCONTRACTORS. RIGHT OF WAY. 14. THE CONTRACTOR SHALL APPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, THE HEIGHT OF FENCES IS BEING MEASURED FROM GRADE. GRADE = OPENINGS, SLEEVES, HANG ERS, SLAB DEPRESSIONS, AND PITCHES 45 MAY BE REQUIRED TO PRODUCE A COMPLETE ELEVATION OF PUBLIC SIDEWALK OR GROWN OF ROAD. CONSTRUCTION WITH GOOD WORKMANSHIP QUALITY. - SOIL STATEMENT: 1. BASED ON V15UAL INSPECTION OFF THE SOIL CONSISTS OF UNDISTURBED SAND AND ROCK WITH MAXIMUM CAPACITY OF 2000 SF. THE ARCHITECT OR ENGINEER SHALL SUBMIT TO THE COUNTY INSPECTOR A SIGNED AND SEALED LETTER ATTESTING THAT THE SITE NA5 BEEN OBSERVED AND FOUNDATION CONDITIONS ARE SIMILAR TO TP05E UPON WHICH THE DESIGN 15 5A5ED. 1. CONCRETE SHALL HAVE A SLUMP OF 5' MAX. AND A MIN. COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS. FOUNDATIONS AND SLABS ON GRADE 3000P51 COLUMN$ AND BEAMS 3000PSI CONCRETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS: FOUNDATIONS 3 INCHES COLUMNS 1Y2' INCHES SLABS ON FILL WAUF. e CENTER OF SLAB BEAM5 3/4 INCHES 3. GROUT STRENGTH 3000P51 WITH 9' MAX. SLUMP. 4, REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OFF A.5.T11. A615 SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND TO GRADE 60 SPEC. WITH A MIN. YIELD STRENTGW OF 60.000 P51. IT SHALL BE DETAILED, FABRICATED AND PLACED AS RECOMMENDED BY A.C.I. 5. WELDED WIRE FABRIC (W.WF) SHALL CONFORM TO 457,11. A -105, DOUBLE W.WF. 36' ON EACH SIDE OF BEARING WALLS AND 30' AROUND PERIMETER OF MONOLITHIC FOOTINGS. 6. CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TO 45711. C210, TYPE M 1. ALL STRUCTURAL LUMBER SHALL BE 'C SOUTHERN PINE OF BETTER 8. ALL ROOF JOISTS, TRUSSES, OUTLOOKER5, BEAMS AND GIRDERS SHALL BE SECURED WITH APPROVED METAL TIES, CLIPS AND ANCHORS TO TIE BEG1-15 OR BEARING PARTITIONS PROVIDE PRODUCT CONTROL NOTICE OF ACCEPTANCE. S. ALL 'WOOD IN CCNT -+C T W17W COHERE i E OR MASONRY SHALL B. P-E55JRE TREATED. 10. NFPA CC- PLIANCE - EVERY CLOSET DOOR LATCH 5HALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM DOOR SHALL B_ DESIGNED TO ALLOW GFEN!NG FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOCK ED. NO DOOR IN THE PATH OF TRAVEL OF A MEAN5 OF ESCAPE SHALL BE LESS THAN 28 INCHES. STRUCTURAL STEEL: 1. ALL CONSTRUCTICN SHALL CONFORM TO THE FLORIDA BUILDING CODE, 2001 EDITION. 2. REINFORCING STEEL SHALL CONFORM TO 45TM A615 GRADE 60 AND ASTM .4185 FOR WELDED STEEL WIRE F45RIC FOR CONCRETE REINFORCEMENT. 3. STRUCTURAL STEEL 5HAPE5 10 CONFORM TO THE LATEST ASTM SPECIFICATION AND SHALL BE FABRICATED IN ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS. 4. ALL CONNECTIONS SHALL BE DESIGNED FOR THE LOADS SHOWN ON STRUCTURAL DRAWINGS OR ACCORDING TO AISC REQUIREMENTS ALL BOLTS SHALL BE A5TM A325 BOLT5 NO LE55 THAN 5/8' IN DIAMETER OR OTHERWISE NOTED. 5. WELDING SHALL BE IN ACCORDANCE WITH STRUCTURAL WELDING CODE STEEL, A'W5- D11.86. MECHANICAL 1. ALL MECHANICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE MECHANICAL SECTION OF THE FLORIDA BUILDING N' CODE AND ALL LOCAL CODES GOVERNING. PLUMBING• t ALL PLUMBING WORK SHALL BE DONE IN ACCORDANCE WITH THE PLUMBING SECTION OF THE FLORIDA BUILDNG CODE AND ALL LOCAL CODES GOVERNING. ELECTRICAL 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE ELECTRICAL SECTION OF THE FLORIDA BUILDING CODE AND THE NATIONAL ELECTRICAL CODE AND ALL CODES GOVERNING. SHOP DRAWING 5U5MITTAL5: 1. REVIEW SHOP DRAWINY 5, CATALOG CUTS, PRODUCT DATA, AND SAMPLES BEFORE SUBMISSION. DETERMINE AND VERIFY: A. FIELD MEASUREMENTS B. FIELD CON5TRUCTION CRITERIA C. CONFO c 1ANCE WITH CONSTRUCTION DOCUMENTS D. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF CONSTRUCTION DOCUMENTS. 2. THE CONTRACTOR SHALL SUBMIT A MINIMUM OF FOUR(4)SETS OF SHOP DRAWINGS FOR REVIEW AND APPROVAL EACH 5U5MITTAL SHALL BE INCLU51VE OF, BUT NOT LIMITED TO, DADE COUNTY PRODUCT APPROVAL, MANUFACTURERS SPECIFICATIONS, INSTALLATION RECD MENDATION5, COLOR SAMPLES, AND WARRANTIES. 3. DO NOT ORDER OR FABRICATE MATERIALS UNTIL SHOP DRA=WINGS HAVE BEEN REVIEWED AND APPROVED BY A/E. ALWAYS MAINTAIN AND HAVE AVAILABLE FOR REFERENCE A FIELD COPY OF ACCEPTED SHOP DRAWINGS AT THE JOB SITE. 4. SHOP DRAWING REQUIRED: WINDOWS, DOORS, HURRICANE SHUTTERS, FLOOR /ROOF TRUSSES, STRUCTURAL 5TEEEL COLUMNS AND ANT /ALL PRE- FABRICATED COMPONENTS. S.W. 55TH AVENUE w w ly- I- _ _ _ ,.PE1R;1IL 3ET VISIONS k- SECURITY AND FORCED ENTRY PREvENTION I PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTW IN THE FLORIDA BUILDING CODE. 2. ALL LOCKS ON EXTEROR "CCF 5HALL =E CAPAS_E C= r ='_''.1G A FORCE OF 3O" L55. A = =L.Er IN ANT _- _SIR= T oN A"v IN .. ' -r+NC= Ti- ;REU,5iLN:E -'M _CF:'.' -.- J_✓ "'G ✓E -� _ -C 1 ^i .'�. CCG <.. r'-iI D ='_., :,ET FGF:iH IN ir-E - _L SIN% = EXT.R'OR -'W'NG DOORS 5^ALL JAVE A LOCK 70 == KEY C = °_R i =✓ =ROM T -= =X =R;OR 1. Tu MINIMJM'� OF 6090 FC5515LE KEY C LNG_ °S OR LOCKIN''3 AJXIL1L; :i BOLT WITF4 R' ✓ =A =p I':SEF75 4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR $WING DOORS SHALL "VE SAME LOCKS AS REQUIRED FOR SINGLE =EXTERIOR SWING DOORS. THE INACTIVE LEAF SHALL HAVE MULTIFL= POINTS OF LOCKS WITH 7e,' MIN THROW BOLTS WITH IN5ERT5. 5, HING_5 OF EXTERIOR OJT 5'h'NCIN DOORS SHALL HAv_ NON RE ,,CvA3LE PINS AND NON -EXPO =_D : N_T!ONL_ 57 ":Z 5 !HST 5 LR-- _ _ a � , - _- =rT.R'G^c D C•RS .. -Ec -.. -._ _ .. Tr'. -_ C= E •, -'= LC�K' ^::- -„ ..:i l':s �E ✓'�= C= ..N:; SWN - 5 ^ALL LJ, -- 7 C;-'\ \5 TJ ='S 5 - .._F.:: _ =i i a cI ,D! . GI c D : r_ ! ei,,' L =D "'- ^C -YT= 50 n n PLN =_ I L\ BE =° _A 5 OORS AN C.\ BHA__ -- N _ NAT, ,._D THE N -FROM THE TRACKS WHEN! !N THE LOCKED POSITION AND 50 45 TC °_ tJ TH T -j= AR. -' !T= CTURAL _U'MINJM ^ _. A FORCE C A '-'C G °� SSOCIATION ST NDARDS FOR FOR ENTRY RESISTANCE, AAMA . 033 rROVIDE LOCKS 5 PER 5 � 3n (A; (B) 2 DEVICE CAPABLE OF WITHSTANDING A FORCE OF .5C L55. A.°PLE1 IN _'N CFER45LE DIF.ECTIO\. 9. EXTERIOR WINDOW USED AS A MEANS C= ESCAPE 6L4ALL 4,1_50 Cc""1FLY WITH A DOOR SCOPE OR VISION' PANELS. 10. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WIT14 A COOOR SCOPE OR VISION PANELS. CLEANING I. IN ADDITION TO REMOVAL OF RJ55!$H AND LEAVING BUILDING -= ':ROOM CLEAN': A REPLACE BROKEN GLASS. B. REMOVE PAINT 50OT5 AND S; TEARS, STAINS, FtARK5, AND D R. TO PROVIDE CLEAN 5URFACE5. C CLEAN GLASS, HARDWARE, FIXTURES. C45EWORK AND EOJlP"�NT. D W4514 CONCRETE SURFACES, TILE FLOORS, TILE WALLS AND 4NT OTHER IMPERVIOUS FLOOR AND WALL SUFI -4CE5 ENVIRONMENTAL PROTECTION: I CONTROL AMOUNT OF DUST RESULTING FROM CONSTRUCTION OR Zi=MOLITION TO PREVENT SPREAD OF DUST TO OT-IER BUILDINGS AND TO AVOID CREATION OF A NUISANCE IN SURROUNDIrG AREAS USE OF WATER TO CONTROL DUST WILL NOT BE ALLOWED WHEN IT WILL RESULT IN, OR CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS FLOODING. 2. TRAFFIC MAINTENANCE: CONDUCT REMOVAL OPERATIONS TO MA„NTAN TRAFFIC ALONG EXISTING 5TREET5 AND WALKS. KEEP PAVED 5TREEET5 AND WALKWAYS FREE OF DEBRIS. REMOVE MATERIAL AND OTHER MATTER TRACKED OR FALLEN ONTO TRAFFIC SURFACES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTFaZTtON MATERIALS INCLUDING DEBRIS AND DUST, AND DISPOSE OFF LEGALLY OFF SITE. USE METHODS APPROVED BY A/E BEFORE BEGINNING CLEANUP OPERATIONS. USE OF BLOW=ERS i0 DISTRIBUTE DUST 15 NOT ALLOWED. NOTE: THE ADDITION 15 GREATER THAN 259 OF EXISTING RESIDENCE TPExcEFORE COMPLIANCE WITH THE ITEMS LISTED ON FBC CHAPTER 34 WILL BE AS FOLLOWS: A. STORt`f SHUTTERS WILL BE PROVIDED. B. TIE DOWN5 WILL BE PROVIDED o CORNlER5 AND AT 20' -0' FT. ON CENTER MAX. DURING DEMOLITION IT WILL BE VERIFIED THE EXISTENCE OF ANT TIE DOWNS AND IN THAT EVENT T;-i= PLAN WILL BE MODIFIED, C. EXISTING ROOF ANLCHORA -E WILL BE VERIFIED DURIN!s DEMw:ITION AND AT THAT TIME ADDITION=AL ANICHORAGE WILL 52 PROVIDED IF NEEDED. D. PERMANENT ROOF BRACING WILL BE PROVIDED AT AL L GA== F ENDS. E. BEDROOMS AND LIVING AREAS WILL BE PROVIDED WITH 5EC-,NDARY EGRESS DOORS OR EGRE55 G9NDOwS. F. G =CI OJLET5 WILL BE PROVIDED IN BATHROOMS KITCPSN 4NL EXTERIOR WALLS. G SMOKE DETECTORS WILL BE FROVID_D IN NEW AND EXi5T NG °_DFCOMS AND HALLWA 5_ INDEX OF DfRAWING5 AO.O SITE PLAN, GENERAL NOTES, LOCATION MAP 4 LEGAL DESCRIPTION AI.O DEMOLITION PLAN AND NOTES A2.0 NEW FLOOR PLAN, REFLECTED CEILING PLAN 4 ENLARGED BATHROOM PLANS 42.1 STRUCTURAL FOUNDATION AND FR-At-TING PLAN A2.IA STRUCTURAL ROOF FRAMING PLAN5 AND DETAILS A2.2 MECHANICAL PLAN AND DETAILS A23 ELECTRICAL POWER PLAN, LIGHTINs, CIRCUIT, REF. CEILING PLAN, NOTES, RISER DIAGRAM, GALCULA -10N5 4 ELECTRICAL PANEL R15ER 42.4 PLUMBING PLAN A2.5 DOOR, WINDOW AND FINISH 5CHEDULE , DOOR ELEVATIONS A3.0 EXTERIOR ELEVATIONS A4,0 GROSS AND WALL SECTION, DETAILS 4 WALL TYPE5 A5.0 DOOR AND GENERAL DETAILS LEGAL DESCRIPTION: WEST 1250 FEET OF THE SOUTH 110 FEET OF THE NOIRTI-I 330 FEET OF THE E45T 112 OF THE SOUTHWEST 114 OF THE 5OUTHE45T 114 OF THE NORTHEAST 114 OF SECTION 3C . TOWNS:-IIP 54 SOUTH. RANGE 40 EAST LYING AND BEING IN MIAMI -DADE CCUNTY, FLORIDA. FLOOD INFORMATION: FIRM ZONE 'AE' BASE FLOOD ELEV. 10.0' NG.V.D. LOWEST FLOOR 12.54' N.G.V.D. GARAGE 1154' N,G.V.D. LOWEST ADJACENT GRADE 11.54' N.G.V.D. GROWN OF ROAD 11,12' N.G,V.D. DATA: EXISTING RESIDENCE EXISTING COVERED ENTRY - PROPOSED ADDITION TOTAL DWELLING: LOT AREA/NET LAND AREA TOTAL LOT COVERAGE I,l 6 I S.F. ro 5 S.F. 13,50 S.F. 2,641 S.F. 1192io� GENERAL NOTE: TO THE BEST OF MY KNOWLEDGE THESE PLANS COMPLY WITH THE MINIMUM STANDARDS OF THE FLORIDA BUILDING CODE 2001 EDITION DATE FIRST PAGE �I LL �V \J FLOOD LEGEND LOWEST FLOOR GARAGE /57ORAGE ADJACENT GRADE CD i I ELEVANCLUDING FLOOR ELEVATION ADDITIONS, REMODELING, REPAI!R5 AND COMBINATION BASEMENT /SUNKEN AREA ELEVATION (TO THE BOTTOM OF THE co m PROFF• E Y N Q) STRUCTURE) LOGATI � v FOLIO: 09- 4030- 000 -0110 ADDRESS: 1861 S.W. 58th COURT EXISTING 12.54 FT. NGvD 1154 FT. NGvp 1154 FT. NGvD �7 U u- LOT/UNIT: N/A BLOCK /BLDG: REFER TO LEGAL DESCRIPTION U z E (((L PROPOSED 1254 FT. NGVD 11,54 FT. NGVD !1S4 FT. NGVp L I (V w SUBDIVISION: N/A PLAT BOOK: N/A PAGE: N/A O_ w w w (V W � C05T OF CON5TRUCTION - SCOPE OF WORK CM4 o DRAIilNI THE OWNER OF THIS PROPERTY UNDERSTANDS TWAT THE WORK: AMOUNT INDICATED U S.W. 55TH COURT m INTERIOR RENOVATION - C05T OF WORK (MUST INCLUDE ITEMIZED LIST): 4,000.00 ABOVE IS GOING TO BE KEPT ON THE OFFICIAL PERMIT RECORD DURING A 51>(((5) CHECKED uj MONTH PERIOD FROM THE DATE OF WHICH THE CERTIFICATE OF COMPLETION 15 ~ w DATE ADDITION - COST OF WORK 809 50. FT. OFF CONT5. X (41 5C1 FT. LIVING ISSUED. IF ANY ADDITIONAL, REPAIR RECONSTRUCTION, ALTERATION, ADDITION, Q d OS SPACE)- 38,023.00 REMODELING OR COMBINATION THEREOF 15 DONE BEFORE THE CERTIFICATE_ OF SCALE A5 M JOB NO. b COMPLETION 15 ISSUED, OR WITHIN THE TRACKING PERIOD. IT WILL BE CONSIDERED 04 A CONTINUANCE OF THE ABOVE WORK IF THE PROPERTY 15 DECLARED C6 45 50. FT. OF CONT5. X (33 50. FT. SUBSTANTIALLY IMPROVED OR DAMAGED AND TH=E FLOOR ELEVATION IS NOT IN STORAGE,GARAGE,TERRACE): $ 1485.00 COMPLIANCE THE STRUCTURE WILL BE ELEVATED IN ACCORDANCE WITH CHAPTER c') ~ OF THE MIAMI -DADE COUNTY CODE. r 2LOCATI ON MAP CV TOTA G L 05T CF WORK: y 43,508.00 �_o N.T.S. 0' -0' N�s.V.D. w w ly- I- _ _ _ ,.PE1R;1IL 3ET VISIONS k- SECURITY AND FORCED ENTRY PREvENTION I PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTW IN THE FLORIDA BUILDING CODE. 2. ALL LOCKS ON EXTEROR "CCF 5HALL =E CAPAS_E C= r ='_''.1G A FORCE OF 3O" L55. A = =L.Er IN ANT _- _SIR= T oN A"v IN .. ' -r+NC= Ti- ;REU,5iLN:E -'M _CF:'.' -.- J_✓ "'G ✓E -� _ -C 1 ^i .'�. CCG <.. r'-iI D ='_., :,ET FGF:iH IN ir-E - _L SIN% = EXT.R'OR -'W'NG DOORS 5^ALL JAVE A LOCK 70 == KEY C = °_R i =✓ =ROM T -= =X =R;OR 1. Tu MINIMJM'� OF 6090 FC5515LE KEY C LNG_ °S OR LOCKIN''3 AJXIL1L; :i BOLT WITF4 R' ✓ =A =p I':SEF75 4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR $WING DOORS SHALL "VE SAME LOCKS AS REQUIRED FOR SINGLE =EXTERIOR SWING DOORS. THE INACTIVE LEAF SHALL HAVE MULTIFL= POINTS OF LOCKS WITH 7e,' MIN THROW BOLTS WITH IN5ERT5. 5, HING_5 OF EXTERIOR OJT 5'h'NCIN DOORS SHALL HAv_ NON RE ,,CvA3LE PINS AND NON -EXPO =_D : N_T!ONL_ 57 ":Z 5 !HST 5 LR-- _ _ a � , - _- =rT.R'G^c D C•RS .. -Ec -.. -._ _ .. Tr'. -_ C= E •, -'= LC�K' ^::- -„ ..:i l':s �E ✓'�= C= ..N:; SWN - 5 ^ALL LJ, -- 7 C;-'\ \5 TJ ='S 5 - .._F.:: _ =i i a cI ,D! . GI c D : r_ ! ei,,' L =D "'- ^C -YT= 50 n n PLN =_ I L\ BE =° _A 5 OORS AN C.\ BHA__ -- N _ NAT, ,._D THE N -FROM THE TRACKS WHEN! !N THE LOCKED POSITION AND 50 45 TC °_ tJ TH T -j= AR. -' !T= CTURAL _U'MINJM ^ _. A FORCE C A '-'C G °� SSOCIATION ST NDARDS FOR FOR ENTRY RESISTANCE, AAMA . 033 rROVIDE LOCKS 5 PER 5 � 3n (A; (B) 2 DEVICE CAPABLE OF WITHSTANDING A FORCE OF .5C L55. A.°PLE1 IN _'N CFER45LE DIF.ECTIO\. 9. EXTERIOR WINDOW USED AS A MEANS C= ESCAPE 6L4ALL 4,1_50 Cc""1FLY WITH A DOOR SCOPE OR VISION' PANELS. 10. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WIT14 A COOOR SCOPE OR VISION PANELS. CLEANING I. IN ADDITION TO REMOVAL OF RJ55!$H AND LEAVING BUILDING -= ':ROOM CLEAN': A REPLACE BROKEN GLASS. B. REMOVE PAINT 50OT5 AND S; TEARS, STAINS, FtARK5, AND D R. TO PROVIDE CLEAN 5URFACE5. C CLEAN GLASS, HARDWARE, FIXTURES. C45EWORK AND EOJlP"�NT. D W4514 CONCRETE SURFACES, TILE FLOORS, TILE WALLS AND 4NT OTHER IMPERVIOUS FLOOR AND WALL SUFI -4CE5 ENVIRONMENTAL PROTECTION: I CONTROL AMOUNT OF DUST RESULTING FROM CONSTRUCTION OR Zi=MOLITION TO PREVENT SPREAD OF DUST TO OT-IER BUILDINGS AND TO AVOID CREATION OF A NUISANCE IN SURROUNDIrG AREAS USE OF WATER TO CONTROL DUST WILL NOT BE ALLOWED WHEN IT WILL RESULT IN, OR CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS FLOODING. 2. TRAFFIC MAINTENANCE: CONDUCT REMOVAL OPERATIONS TO MA„NTAN TRAFFIC ALONG EXISTING 5TREET5 AND WALKS. KEEP PAVED 5TREEET5 AND WALKWAYS FREE OF DEBRIS. REMOVE MATERIAL AND OTHER MATTER TRACKED OR FALLEN ONTO TRAFFIC SURFACES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTFaZTtON MATERIALS INCLUDING DEBRIS AND DUST, AND DISPOSE OFF LEGALLY OFF SITE. USE METHODS APPROVED BY A/E BEFORE BEGINNING CLEANUP OPERATIONS. USE OF BLOW=ERS i0 DISTRIBUTE DUST 15 NOT ALLOWED. NOTE: THE ADDITION 15 GREATER THAN 259 OF EXISTING RESIDENCE TPExcEFORE COMPLIANCE WITH THE ITEMS LISTED ON FBC CHAPTER 34 WILL BE AS FOLLOWS: A. STORt`f SHUTTERS WILL BE PROVIDED. B. TIE DOWN5 WILL BE PROVIDED o CORNlER5 AND AT 20' -0' FT. ON CENTER MAX. DURING DEMOLITION IT WILL BE VERIFIED THE EXISTENCE OF ANT TIE DOWNS AND IN THAT EVENT T;-i= PLAN WILL BE MODIFIED, C. EXISTING ROOF ANLCHORA -E WILL BE VERIFIED DURIN!s DEMw:ITION AND AT THAT TIME ADDITION=AL ANICHORAGE WILL 52 PROVIDED IF NEEDED. D. PERMANENT ROOF BRACING WILL BE PROVIDED AT AL L GA== F ENDS. E. BEDROOMS AND LIVING AREAS WILL BE PROVIDED WITH 5EC-,NDARY EGRESS DOORS OR EGRE55 G9NDOwS. F. G =CI OJLET5 WILL BE PROVIDED IN BATHROOMS KITCPSN 4NL EXTERIOR WALLS. G SMOKE DETECTORS WILL BE FROVID_D IN NEW AND EXi5T NG °_DFCOMS AND HALLWA 5_ INDEX OF DfRAWING5 AO.O SITE PLAN, GENERAL NOTES, LOCATION MAP 4 LEGAL DESCRIPTION AI.O DEMOLITION PLAN AND NOTES A2.0 NEW FLOOR PLAN, REFLECTED CEILING PLAN 4 ENLARGED BATHROOM PLANS 42.1 STRUCTURAL FOUNDATION AND FR-At-TING PLAN A2.IA STRUCTURAL ROOF FRAMING PLAN5 AND DETAILS A2.2 MECHANICAL PLAN AND DETAILS A23 ELECTRICAL POWER PLAN, LIGHTINs, CIRCUIT, REF. CEILING PLAN, NOTES, RISER DIAGRAM, GALCULA -10N5 4 ELECTRICAL PANEL R15ER 42.4 PLUMBING PLAN A2.5 DOOR, WINDOW AND FINISH 5CHEDULE , DOOR ELEVATIONS A3.0 EXTERIOR ELEVATIONS A4,0 GROSS AND WALL SECTION, DETAILS 4 WALL TYPE5 A5.0 DOOR AND GENERAL DETAILS LEGAL DESCRIPTION: WEST 1250 FEET OF THE SOUTH 110 FEET OF THE NOIRTI-I 330 FEET OF THE E45T 112 OF THE SOUTHWEST 114 OF THE 5OUTHE45T 114 OF THE NORTHEAST 114 OF SECTION 3C . TOWNS:-IIP 54 SOUTH. RANGE 40 EAST LYING AND BEING IN MIAMI -DADE CCUNTY, FLORIDA. FLOOD INFORMATION: FIRM ZONE 'AE' BASE FLOOD ELEV. 10.0' NG.V.D. LOWEST FLOOR 12.54' N.G.V.D. GARAGE 1154' N,G.V.D. LOWEST ADJACENT GRADE 11.54' N.G.V.D. GROWN OF ROAD 11,12' N.G,V.D. DATA: EXISTING RESIDENCE EXISTING COVERED ENTRY - PROPOSED ADDITION TOTAL DWELLING: LOT AREA/NET LAND AREA TOTAL LOT COVERAGE I,l 6 I S.F. ro 5 S.F. 13,50 S.F. 2,641 S.F. 1192io� GENERAL NOTE: TO THE BEST OF MY KNOWLEDGE THESE PLANS COMPLY WITH THE MINIMUM STANDARDS OF THE FLORIDA BUILDING CODE 2001 EDITION DATE FIRST PAGE �I LL �V \J ARCHITECT OF RECORD A.R 0010458 CD i I co m Q) (L � v Q �7 U u- U z E (((L I- L I (V w F- O_ w w w (V W � � CM4 o DRAIilNI z U m CHECKED uj a ~ R.P. DATE m Q d OS a SCALE A5 M JOB NO. a 04 Of C6 c') CV ARCHITECT OF RECORD A.R 0010458 SHEET r. CD Q) � Q � w w (((L lL W w w w w W � � V DRAIilNI E. kLVAR,4DO CHECKED E R.P. DATE OS 26 -05 SCALE A5 ted JOB NO. TID 03 -02 SHEET r.