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RC-09-1023_Plans — — — — — — — — — — — — — — — — — — — — — — — PLANTING NOTES: / / 1. ALL PLANT MATERIAL FURNISHED BY THE CONTRACTOR SHALL BE FLCRIDA #1 OR L ,4NDSG,4P LCND SITE NOT / iu EE BETTER AS SET FORTH BY THE FLORIDA DEPARTMENT OF A GRICULTURE, D RICULTUE, GRAES � � ,- I L GENERAL CONTRACTOR SMALL COORDINATE ALL UTILITIES PRIOR / � S TAND A RDS Y ANTS PART I OF II (CU DIT ONS). AND „TANrARDS FCR NURSER PL R RR>= E / q TO COMMENCEMENT OF WORK / 05' ASPJALt PAVEM 2. ALL PLANT MATERIAL MUST MEET OR EXCEED THE MINIMUM SIZE REQUIREMENTS Z ONING DISTRICT R -25 NET LOT AREA 020 ACRES 9,123 SQUARE FEET in �N AS SPECIFIED ON THE PLANT LIST. 2. GENERAL CONTRACTOR TO GRADE LOT IN ORDER TO RETAIN / 3. QUANTITIES iNDiCATED ON THE PLANT LIST ARE FOR CONVENIENCE. THE ALL RAINWATER WITHIN PROPERTY BOUNDARIES. / Y CONTRACTOR SHALL B RE5PON515LE FOR DOING HIS OWN WHEN OPEN SPACE 3. ALL MATERIALS d LABOR UNDER THIS PROJECT SHALL / DISCREPANCIES OCCUR , THE PLANTING PLAN TAKES PRECEDENCE ENeE O vER THE PLANT LIST. REQUIRED PROVIDED CONFORM TO MIAMI SHORE VILLAGE, ,FLA. BUILDING DEPARTMENT AND / 1 I = 2 .9 V 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. A. SQUARE FEET OF OPEN SPACE REQUIRED BY CHAPTER 33, AS INDICATED ON SITE PLAN: PUBLIC WORKS STANDARDS AND SPECIFICATIONS. / __ — — — — qo 5. NET LOT AREA= SQUARE FEET X = TREES AND PALMS SHALL BE PLANTED SO THAT HEADS WILL BE CLEAR OF ALL SQUARE FEET 4. ARCHITECTURAL DATUM ELEVATION 0' - =ELEV. +12.`7' N.G.V.D. / EX15TIN X - LK STRUCTURES AT MATURE SPREAD. B. SQUARE FEET OF PARKING LOT OPEN SPACE REQUIRED BY CHAPTER 18A, AS INDICATED (NATIONAL GEODETIC VERTICAL DATUM). / WATER METER x ARCHITECT 6, PLANTING SOIL SHALL BE AT LEAST 5>O% MUCK OR COMPOST AND EO% SAND- ON SITE PLAN: S. ALL APPROACHES TO 5E COORDINATED WITH STREET TREES, DELIVERED TO THE SITE IN A GLEAN, LOOSE AND PRIABLE CONDITION- AND THE NUMBER OF PARKING SPACES X 10 SQUARE FEET PER PARKING SPACE = STREET LIGHTS, DARE COUNTY FIRE HYDRANTS, ETC. / / / EX T. ORANGE HAVING GOOD DRAINAGE CHARACTERISTICS. / JAS NE I EXIST_ PALM ORESTES LOPEZ-RECIO G. AR0009350 LANDSCAPING SHALL COMPLY WITH ORDINANCE CHAPTER / g 1. ALL PLANT MATERIAL SHALL BE WATERED IN THOROUGHLY AT THE TIME OF G. TOTAL SQ. FT. OF LANDSCAPED OPEN SPACE REQUIRED BY CHAPTER 33 = A 4 13 = / ® PLANTING. 15A OF GOD 0 E/FLORIpA LANDSCAPING ORDINANCE. / EXIS/f. LIME EXIST. AVOCADO 8. FERTILIZER FOR TREES AND SHRUBS SHALL BE A GENERAL PURPOSE 50% LAWN AREA CALCULATION TRH TREE CRGAN!C FERTILIZER (6 -(o-6) CONTAINING TRACE ELEMENTS. FERTILIZER FOR l0i'�� PALMS SHALL BE A SPECIAL PALM TYPE 'WHICH INCLUDES MANGANESE AND I I I I x 1700 S.W. 57 AVENUE MAGNESIUM SUL "ATE_ A. TOTAL SQ. FT. OF LANDSCAPED OPEN SPACE REQUIRED BY CHAPTER 33 = EXISTING I I I I surrE 222 9. ALL TREES AND PALMS O BE STAKED AND GUYED AS SHOWN IN PLANTING B. MAXIMUM LAWN AREA (ST. AUGUSTINE SOD) PERMITTED = 50 q, X 9,123 SQ. FT. 4,5615 SQ. FT. 4,13a SQ. FT. LEGAL I)EWRIPTION / �k /Sr /s - ' 01 DRAINFIELp I I I I I I MIDI, FLORIDA 33155 DETAILS. LOT ro, BLocK 106, °BAl' BREEZE SECTION', / � I I I I I EXIST. LYCH> =E TELEPHONE; (� � 10. ALL PLANTING BEDS AND TREE SAUCERS SHALL BE MULCHED WITH A STANDARD TREES ACCORDING TO THE PLAT THEREOF, / 18' 0' I I I I x 0 SIZE SHREDDED TYPE MULCH, GRADE B OR BETTER, TO A MINIMUM DEPTH OF 2" A5 RECORDED IN PLAT BOOK 42, AT PAGE 25, AND WATERED DOWN TO PREVENT WIND DISPLACEMENT. THE USE OF EUCALYPTUS A. THE NUMBER OF TREES REQUIRED PER NET LOT ACRE 3 OF THE PUBLIC RECORDS OF MIAMI - DADE / / / CR OTHER TYPE MULCH IS RECOMMENDED OVER CYPRESS MULCH. LESS THE EXISTING NUMBER OF TREES THAT MEET MINIMUM REQUIREMENTS 3 I I x COUNTY, FLORIDA. / @ / / I / �I �I !!. SOD SMALL BE ST. AUGUSTINE 'FLORATAM', UNLESS OTHERWISE SPECIFIED, _ 3 TREES X NET LOT ACREAGE = 0 AND SHALL BE FREE OF WEEDS AND IN A HEALTHY GROWING CONDITION. SOD SHALL BE LAID ON A SMOOTH, FINISHED GRADE WITH CLOSELY FITTED, ` I P OPOSED TWO a L — L — — �- — J I x STAGGERED JOINTS. B. 30go PALM TREES ALLOWED (TWO PALMS =ONE TREE) PALMS PROVIDED = 1 / IN / PA KING SPAG�S r 12. ANY EXCESS SOIL, STONES OR DEBRIS RESULTING FROM LANDSCAPE OPERATIONS x SHALL BE REMOVED PROMPTLY, KEEPING THE SITE CLEAN AS WCRK PROGRESSES. C. PERCENTAGE OF NATIVE TREES REQUIRED = THE NUMBER OF TREES PROVIDED X 30% - 1 / � / M CONii DRIVEWAY � V 13. CONTRACTOR SHALL 33E RESPONSIBLE FCR LOCATING ALL UNDERGROUND p. STREET TREES (MAX. AVERAGE SPACING OF 35' O.C.): 89.65 LF ALONG ST. / 35 = 2.511 / / 1 24' -5 A' z UTILITIES AND SMALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES. EXISTING 1/2" I @4 x PALMS AS STREET AVERAGE LIP ST. / 25 = \ 14. ALL LANDSCAPED AREAS SHALL RECEIVE 100% COVERAGE FROM AN AUTOMATIC, ST T TEES (MAX AERAGE SPACING 25' O / / WATER SERY. ( .I.FJ r U UNDERGROUND !RRIGAT!ON SYSTEM. WHERE AN IRRIGATION SYSTEM ALREADY EXISTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL E. STREET TREES LOCATED DIRECTLY BENEATH POWER LINES (MAX. AVERAGE SPACING OF 25' O.C) / / \\ 5 I x NECESSARY JUSTM NTS WITH THE R t IRRIGATION CONTRACTOR OR PROPERTY / / _ 9 °Ja`n A D E E R. MAINTENANCE PERSONNEL. LINEAR FT- ALONG / 25' _ / \ \ / � -` NEW MINI � I EXIST. 4' CHAIN SPLIT A/C ® LINK FENCE 15. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE O THE OWNER FOR ALL F. TOTAL NUMBER OF TREES PROVIDED PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF NOT LESS THAN NINETY / F IBTj y GO x O 0) AYS rROM THE TIME OF FINIAL ®THE GUARANTEE EE PERIOD REPLACE PLANTS, WHICH HAVERDIED,�WEN -A ND / k /sr /NG / x HEALTHY PLANTS OF THE SAME SPECIES AND SI WITHOUT ADDITIONAL COST SHRUBS / REMOVED EXISTING -A TO THE OWNER PROVIDING PLANTS HAVE BEEN PROPERLY MAINTAINED BY THE ASPHALT DRIVE / // OWNER AFTER FINAL ACCEPTANCE. ANY PLANT MATERIALS DAMAGED BY STORMS, NEW NEW COGOPLUM EXIST. 3' SAN. LINE x VANDALISM, FREEZE DAMAGE OR OTHER ACTS OF GOD ARE NOT INCLUDED IN THIS A. THE TOTAL NUMBER OF TREES REQUIRED X 10 = THE NUMBER OF SHRUBS REQUIRED 42 / SHRUB / (10 FU) CONNECT TO REPLACEMENT AGREEMENT, 18 60 EXISTING EXIST. 10 AN (V. B. THE NUMBER OF SHRU55 REQUIRED X 30% = THE NUMBER OF NATIVE SHRUBS REQUIRED / D / CONCRETE TILE SEPTIC TANK (V. I.F.) I x / EXACT LOCATION EXIST. BRICKS / IRRIGATIO14 PLAN: REQUIRED BY CHAPTER 33. AUTO IRRIGATION OR HOSE BIB X PROVIDED / / PAVERS _ / PRUNING SHALL BE / EXISTING LIMiTED O MINIMUM / FISH POND NECESSARY TO REMOVE / i \ / x DEAD OR INJURED 1/2" DIA. RUBBER HOSE BRANCHES / / \ / 12 C A_ (SA R E RV. N.I.F.) E XISTING STRAND RAND OF 1� EX TIN / R V. I x 12 TWIST GALV. WIRE- TREE HT. RELATIVE TO / �CI WOOD DECK TWIST TO TIGHTEN FINISH GRADE BE TREE LEGEND / X11ST ELECT. (MIN. 3 GUYS PER TREE) / O THE SAME AT WHICH TREE / 4! MET COMBO �' x �1 WAS GROWN No. NAME BOTANICAL NAME REMARKS CALIPER CANOPY HE IGHT QTY —MULCH -MIN. 2" DEPTH 0 OAK TREE EXISTING I Fk /s� / X FLAGGING RIBBON — LANTING SAUCER - 4'HT. 2 EXISTING I / / O LIME TREE b" MIN. F 1 AVOCADO TREE EXISTING (� / WOOD OR METAL STAKES - F PALM EXISTING 3 / �C / NI "4 LOOSEN OR REMOVE 5 1 ObT A ROUND TOP I -III =1 _I = 111 Itl BACKFILL W/75% EXIST. 0 LYCHEE TREE EX15TING I N► III — III -III SOIL k 25% PLANTING / // EXIST. A/C S Wt R THOROU © OAK TREE QUERCUS VIRGINIANA NEW 3' to 4 C0' -8" 14" 2 / X O REMOVE AIR POCKETS / / // I �� 'N Ili I I 111 -- GOGOPLUM CHRYSOBALANUS (CAGO NEW SHRUBS 3�0 18 / ; TREE SHOULD REST ON ONE & TO Y 'RE SIDENC UNEXCAVATED PIT ® MURALLA PANICULATA ORANGE JASMINE EXIST. SHRUBS 42 / Pq 5 O REVONP A S ET T LING E / / NO. 12 23 0 / EXIST. OAK TREE 0 / EXISTING cn TREE PLANTING DETAIL IFFE. ±0' -0" +12.7' N.G.V.D A / 48 o ON CENTER SPACING / AS NOTED ON PLANS r 2' -0' LAP / � / 6X6- W1.4XW1.4 WWM z 1� � 9- C 6' GONG. SLAB / EXIST. PLANTER (SEE PLAN) / S / E I . PLANTAR EXIST. PLAN ER MIN_ 2 MULC co V / L V f GRAM F N SHED GRADE l I _ �- _ _,: I l L... J. J....... .Li.l....JJ.J......1.1.1......1 ......:.:.......1.1.1.....1...: , \ 9.91' III! Lill: n l 111111 l _ _ EXISTING 6 MIL. VAPOR BARRIER / ;III —ICI — 111 =1 ,, 8. WELL COMPACTED FILL PLANTING SOIL MIX i i - I 1 6" MIN. (T.E.) W11 0 5 CONTINUOUS MIN. CLEAR EACH WAY / / C14 -1111I EXIST. BRICK PAYERS = 111, - LEI�1!l11�11�1; / THICKENED SLAB EDGE (T.E.) DETAIL S�RI,�� PLANTING DETAI THICKENED PARKIN SCALE 3/4" = 1' -0" REMOVE BOTTOM FRONDS 8 TIE UP / REMAINING FRONDS WITH TWINE — — — — — — — — — — — — SUPPORT BUD (ALL FRONDS M Y r MAY BE REMOVED ON 5A5AL PALM). FILL WITH ------ 5' GONG. SIDEWALK ANT �'� 3 OR 4 (2 "X4 "X12') WOOD BATTENS, JOINT PADDED AGAINST TRUNK WITH BURLAP d SECURED WITH 3/4' HIGH CARBON STEEL VANDiNG a "� MULCH -MIN_ 2" DEPTH EXIST. OAK NEW OAK NEW OAK _ y TREE TREE TREE REVISIONS = (2 "X4'X8') WOOD BRACES ON 3 SIDES l i a 0 © © I 08-05 -09 � PLANTING SAUCER - -- UP 10 15' G.T. AND 4 SIDES OVER �\ d BLDG DPT ML. MIN, 4" HT. 15' C.T. NAILED TO BATTENS. a DO NOT DRIVE NAILS INTO TRUNK � (2 "X4 "X18 ") WOOD STAKE DRIVEN 6" MIN. INTO GROUND 8 W.W.M. SEE PLAN 24' PARKWAY NAILED TO BRACE -11111 I IE II r I_I -1 III- — X a x X Xa- DATE 04/11/09 —I BACKFILL WITH CLEAN SAND AND I - _III— III —III III I, WATER THOROUGHLY TO REMOVE SCALE AS SHOWN —I I— AIR POCKETS VAPOR BARRIER—/ MEMBRANE PALM PLANTING DETAIL SEE SE 1 /5 -1 DRAWN : ML. SAW CUT JOINT (S.J.) JOB NO. � X9 S SCALE 3/4" = 1' - 0 " — — — — � — — — 1S ' AS PNAlt PAV VMENt SITE PLAN — N.E. IO2rd. ST. A =1 SCALE 1/8" = 1' - 0 " Jilt\ SHEET NO.: 1 OF - --------- - - - -- --------------------- PLANTING NOTES: 1. ALL PLANT MATERIAL FURNISHED BY LEGE CONTRACTOR SHALL BE FLORIDA #1 OR LANDSCAPE LEGE SITE NO / uI BETTER AS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE, GRADES . G C ONTR ACTO R SHAT COORDINATE A U TILI TIES 10 J RAL RA R LL RD E LL PR R AND STANDARDS FOR NURSERY PLANTS, PART I OF II (CURRENT EDITIONS). i ENE / _ 4 m�0 9,123 TO COMMENCEMENT OF WORK 8.5' ASPHALT PA 2. ALL PLANT MATERIAL MUST MEET OR EXCEED THE MINIMUM SIZE REQUIREMENTS ZONING DISTRICT R-25 NET LOT AREA ACRES SQUARE FEET AS SPECIFIED ON THE PLANT LIST. 2. GENERAL CONTRACTOR TO GRADE LOT IN ORDER TO RETAIN / 3. QUANTITIES INDICATED ON THE PLANT LIST ARE FOR CONVENIENCE. THE ALL RAINWATER UJITHIN PROPERTY BOUNDARIES. / CONTRACTOR SHALL BE RESPONSIBLE FOR DOING HIS OWN TAKEOFF. WHEN DISCREPANCIES O OPEN SPACE 3. ALL MATERIALS LABOR UNDER THI PROJECT SMALL / CCUR, THE PLANTING PLAN TAKES PRECEDENCE OVER THE PLANT LIST" REQUIRED PROVIDED CONFORM TO MIAMI SHORE VILLAGE, FLA. BUILDING DEPARTMENT AND / 42. 1 1 / _ 2 1 / 4. ALL 5UB5TITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. A. SQUARE FEET OF OPEN SPADE REQUIRED BY CHAPTER 33, AS INDICATED ON SITE PLAN: PUBLIC WCRK5 STANDARDS AND 5PEGIFICATIONS. I l — NET LOT AREA= SQUARE FEET X °ro = SQUARE FEET 4. ARCHITECTURAL DATUM ELEVATION O' - =ELEV. +12.7' NCx.V.D. / E XI5TIN X 5, T T RUCTURES AT MATURE URA SHALL BE PLANTED 50 THAT HEADS WILL BE CLEAR OF ALL (NATIONAL GEODETIC VERTICAL DATUM). / WATER METER B. SQUARE FEET OF PARKING LOT OPEN SPACE REQUIRED BY CHAPTER 18A, AS INDICATED x A R C H I T E C T 6 L TO THE B IN A TNG ,5 ALL E EAST E LO O S E % MU OR COMP05T 0% AND ON SITE PLAN: 5. ALL APPROACHES TO BE COORDINATED WITH STREET TREES DE HAVING GOOD DRAINAGE G CLEAN, S. AND P C ONDITI ON - THE NUMBER OF PARKING SPACES X 10 SQUARE FEET PER PARKING SPACE STREET LIGHTS, DADE COUNTY FIRE HYDRANTS, ETC. / EX T. ORANGE / JAS E EXIST. PALM ORESTES LOPEZ -RECIO 1. ALL PLANT MATERIAL SHALL BE WATERED IN THOROUGHLY AT THE TIME OF C. TOTAL SQ. FT. OF LANDSCAPED OPEN SPACE REQUIRED BY CHAPTER 33 = A + B = ro. LANDSCAPING SHALL COMPLY WITH ORDINANCE CHAPTER / / ® I 177-1 AM09350 PLANTING. ISA OF CODE/FLORIDA LANDSCAPING ORDINANCE. / EXI5T. LIME EXIST. AVOCADO S. FERTILIZER FOR TREES AND SHRUBS SHALL BE A GENERAL PURPOSE 5O LAWN AREA CALCULATION TRut TREE ORGANIC, FERTILIZER (6 - 64:2) CONTAINING TRACE ELEMENTS. FERTILIZER FOR i0'_� 4 PALMS SHALL BE A SPECIAL PALM TYPE WHICH INCLUDES MANGANESE AND A. TOTAL SQ. FT. OF LANDSCAPED OPEN SPACE REQUIRED BY CHAPTER 33 = ® I I I I x MAGNESIUM SULFATF. b _ FLORIDA 4,561.5 SQ. FT. 4,138 SQ. FT. LEGAL DESCRIPTION / �` EXISTING 1700 S.W. 57 AVENUE ALL TREES AND PALMS TO BE STAKED AND GUYED AS SHOWN IN PL 9. ATING Sj� II' -S' I I I I I 33155 B. MAXIMUM LAWN AREA 1ST. AUGUSTINE SOD) PERMITTED = 50 q, X 8.123 SQ. Ft. kj e. DRAINFIELD ( I I I I DETAILS. LOT (o, 5LOCK i8 (c, "BAY 5 REEZE SECTION', / I I I I I EXIST. LYCHEE TELEPHONF: G" 360 -2&36 10. ALL PLANTING BEDS AND TREE SAUCERS SHALL Ec MULCHED WITH A STANDARD TREES ACCORDING TO THE PLAT THEREOF x / (786) 566 -9673 - SIZE SHREDDED TYPE MULCH, GRADE B OR BETTER, TO A MINIMUM DEPTH OF 2" AS RECORDED IN PLAT BOOK 42, AT PAGE 25, AND WATERED DOWN TO PREVENT WIND DISPLACEMENT. THE USE OF EUCALYPTUS A. THE NUMBER OF TREES REQUIIRED PER NET LOT ACRE 3 OR OTHER TYPE MULCH IS RECOMMENDED OVER CYPRESS MULCH. OF THE f=u5LIC RECORDS OF MIAMI - DADE / / / LESS THE EXISTING NUMBER OF TREES THAT MEET MINIMUM REQUIREMENTS 3 COUNTY FLORIDA. x 11. SOD SHALL BE ST. AUGUSTINE 'FLORATAM', UNLESS OTHERWISE 5PEDIFIED, 3 TREES X NET LOT ACREAGE = 0 / Q / AND SHALL BE FREE OF WEEDS AND IN A HEALTHY GROWING CONDITION. SOD SHALL BE LAID ON A SMOOTH, FINISHED GRADE WITH CL05ELY FITTED, POPOSEp TW L _ 1 _ _ 1 _ J I x STAGGERED JOINTS. 5.30% PALM TREES ALLOWED (TWO PALMS = ONE TREE) PALMS PROVIDED = 1 / l`� "^ X P RKING 5PACE5 ,- 12. ANY EXCESS SOIL, STONES OR DEBRIS RESULTING FROM LANDSCAPE OPERATIONS _ 1 x SHALL BE REMOVED PROMPTLY, KEEPING THE SITE CLEAN AS WORK PROGRESSES. AVERAGE PERCENTAGE OF NATIVE TREES REQUIRED -THE NUMBER OF TREES PROVIDED X 309e = 13" CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND D. STREET TREES (MAX. AAGE SPACING: OF 35' O.CJ: 89.65 LF ALONG ST. / 35 2.56 =3 // // 24' -5 1/2' Oz UTILITIES AND SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES. 14. ALL LANDSCAPED AREAS SHALL RECEIVE 1(00 o COVERAGE FROM AN AUTOMATIC, PALMS AS STREET TREES (MAX. AVERAGE SPACING 25' O.C.) LP ALONG ST_ / 25 = / EXISTING 1/2' 04 x UNDERGROUND IRRIGATION 5Y5TEM. WHERE AN IRRIGATION SYSTEM ALREADY / / / WATER SERV. (V.I.P.) �U EXISTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL E. STREET TREES LOCATED DIRECTLY BENEATH POWER LINES (MAX. AVERAGE SPACING OF 25'0.C.) / Jp\ Xw I x NECESSARY ADJUSTMENTS WITH THE IRRIGATION CONTRACTOR OR PROPERTY �_ Luo MAINTENANCE PERSONNEL. LINEAR FT. ALONG / 25' _ NEW MINI I I EXIST. 4' CHAIN 15. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE TO THE OWNER FOR ALL / SPLIT A/G ® LINK FENCE PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF NOT LESS THAN NINETY F. TOTAL NUMBER OF TREES PROVIDED = 6 6 (9 x 0) DAYS FROM THE TIME OF FINAL ACCEPTANCE BY THE OWNER AT THE END l Fk 87/ l cO OF THE GUARANTEE PERIOD, REPLACE ANY PLANTS, WHICH HAVE DIED, WITH x SHRUBS O THE OWNER / / NC, / HE DING PLANTS HAVE BEEN ( P N PRO RLY MAINTAINED O ED BY THE OWNER AFTER FINAL ACCEPTANCE. ANY PLANT MATERIALS DAMAGED BY STORMS, EXIST. 3" SAN. LINE x VANDALISM, FREEZE DAMAGE OR OTHER ACTS OF GOD ARE NOT INCLUDED IN THIS A. THE TOTAL NUMBER OF TREES REQUIRED X 10 THE NUMBER OF SHRUBS REQUIRED 42 / / (10 FU) CONNECT TO REPLACEMENT AGREEMENT. B. THE NUMBER OF SHRUBS REQUIRED X 30% = THE NUMBER OF NATIVE SHRUBS REQUIRED 18 60 NEW COCOF UM EXIST. 1000 GLS SHRUB / EXACT LOCATION) I x IRRIGATION PLAN REQUIRED BY CHAPTER 33. AUTO IRRIGATION OR HOSE BIB X PROVIDED PRUNING SHALL BE LIMITED TO MINIMUM NECESSARY TO REMOVE x DEAD OR INJURED 1/2' DIA. RUBBER HOSE BRANCHES W /DOUBLE STRAND OF / EXISTING 3/4 / 12 GA. GALV. WERE- WATER SERV. (' .IF.) EXISTING I x / (� / TWIST TO TIGHTEN TREE HT. RELATIVE TO WOOD DECK �j (MIN. 3 GUYS PER TREE) FNII 14 GRADE THE J O B E TREE TI\EE LEGEND N / EX15T. ELEGq WAS GROWN / �� METER COMBO " No_ NAME BOTANICAL NAME REMARKS CALIPER CANOPY HEIGHT QTY MULCH - MIN. 2 " DEPTH 0 OAK TREE EXISTING I / Q� �k /s� / X FLAGGING RIBBON LANTING SAUCER - 4 "HT. 2 EXISTING I O LIME TREE / 6 ' MIN. AVOCADO TREE EXISTING I WOOD OR METAL STAKES ® PALM EXISTING 3 LOOSEN OR REMOVE / BURLAP AROUND TOP o / CV OF ROOT BALL 1 -1IMI �� 111, =' BAGKFILL W /15i EXIST. D LYCHEE TREE EXISTING I = III =11_1' —III 501L a 25% PLANTNG / m' / 1 — __ SOIL, ADD FERTILIZER to 4 - 2 EXIST, A/C — II e WATER THOROUGHLYr =6 OAK TREE QUER NE GUS YIRGfNIANA W 3" " 6' " 14' / O REMOVE AIR POCKETS // I I N '� COCOPLUM GHRYSOBALANUS ICACO NEUJ SHRUBS 36" IS / T /NC, I TREE SHOULD REST ON / ONE 5 I ORY RE511DE E UNFXCAVATED PIT ® MURALLA PANICULATA ORANGE JASMINE EXIST. SHRUBS 42 ®, �� 2 BOTTOM OR COMPACTED / / SOIL TO PREVENT SETTLING / EXIST. OAK / TREE / EXI9 iNCs M PLANTING o /, +12 .1 N..V TREE PLANTING � M +12.1 N.Cx_V.D I .. / / ��C /S� /S '0• ON CENTER SPACING AS NOTED ON PLANS 0 / EXIST. PLANTER / 15 MIN. 2" MULCH / / / E I PLANTA=R EXIST. PLAN ER FINISHED GRADE /�� eirrnuiiono ii - � EXISTING = ,I�I� I�IIII— I�—� / ' I PLANTING 501E MIX 6" MIN. � � � I I I I I ' ,III ITI III =111F� // "X 0 "X o 0 Lu 5HRU5 PLANTING DETAIL REMOVE BOTTOM FRONDS k TIE UP / REMAINING FRONDS WITH TWINE — — — — — — — — — — — — SUPPORT OUP (ALL FRONDS T M C F ` J _ MAY BE REMOVED ON SABAL PALM). G� J S' GONG. SIDEWALK 3 OR 4 (2 "X4 "X12') WOOD BATTENS, PADDED AGAINST TRUNK WITH BURLAP d SECURED WITH 3/4' NIGH CARBON STEEL VANDING MULCH — MIN. 2" DEPTH EXIST. OAK NEW OAK NEW OAK TREE TREE TREE REVISIONS (2 "X4 "XS') WOOD BRACES ON 3 SIDES F IT] PLANTING SAUCER UP TO 15' C.T. AND 4 SIDES OVER 0 MIN. 4' HT. 15' C.T. NAILED TO BATTENS. DO NOT DRIVE NAILS INTO TRUNK (2'X4 "X18 ") WOOD STAKE DRIVEN 6" MIN. INTO GROUND B dl — 24' PARKWAY— e NAILED TO BRACE — ;,I�I =II DATE 04/11/09 BACKFILL WITH CLEAN SAND AND WATER THOROUGHLY To REMOVE AIR POCKETS SCALE : 45 SHO PALM PLANTING IDET,AIL WN : ML. JOB NO. 18 AS PHALT PAV EMENT N.E. 102nd. 5T. a _ SITE PLAN SCALE 1/8 11 1 -011 iV SHEET NO. 1 OF _ _ _ __ ;: ,t DOOR AND WINDOW NOTES: DOOR SCHEDULE 0 ALL GLASS IN FRENCH DOORS AND SLIDING GLA5 DOORS SHALL BE TEMPERED DOOR FRAME CONCRETE BLOCK WALL GLASS AND SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. No. W N TH MATERIAL TYPE MAT. THRESH. REMARKS '2 DRYWALL FINISH ON I X 3 P.T. WOOD CATEGORY I- 150 LB. SAFETY TEST 0 2' -8" 6' -8" 1 3/ METAL /GLASS FRENCH METAL ALUM. -- FURRING SCRIPS 2„ 2' CATEGORY II- 400 LS. SAFETY TEST HOLLOW Ii 2 " S° CONC. BLK WALL L 1 'Is " WOOD GORE WOOD VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WINDOWS SPECIFIED BEFORE CONSTRUCTION- NOTIFY ARCHITECT IF A CONFLICT EXISTS Q 2 ._ 8 .. 6 . 8 .. 1 sa CORE WOOD FOLLOW WOOD \ E O AF IIIIIIIII -- EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN EXISTING TO REMAIN CONT. 2' pIA. O / HANDRAIL A5 WIDTH, 24" IN WEIGHT, 5.1 5Q. FT. IN AREA W /THE BOTTOM OF THE OPENING NOT WOOD PER HAN SPECS. � MORE THAN 44" ABOVE THE FINISHED FLOOR AS REQUIRED BY THE F.B.C.C.I. EXIST. A R C H I T E C T \ 0_ O _ TOP OF T.B TIE BEAM (V.I.F.) 0 ELEV. +6 - ( V.IF) ORESTES LOPEZ -RECIO -4 @ AR0009M _ 1 X 4 P.T. CONT. WOOD NOTE: NOTE: z � BLOCKING W/ 3/16' X 1 112' WINDOW AND FRENCH GLASS DOOR LONG NILTI DRIVEN COORDINATE ALL MASONRY OPENINGS 4 - x 3' -0' LONG INTO SNOTS WHEN FASTENING i FOR WINDOWS s DOORS WITH WINDOWS INSTALLATION SMALL BE IN ACCORDANCE 3/4" DIAM. HOLES x 4 -'r2" DEEP 1700 S.W. 57 AVENUE d DOOR MANUFACTURER PRIOR TO TIE AND FILL W/ EPDXY GROUT TO CONC. BLOCK WALL � I WITH MANUFACTURER'S SPECIFICATIONS SUITE 222 O.C. LR BEAM AND BLOCK ERECTION. SET FORTH IN THE APPROVED PRODUCT REMAIN MIAK 2 X 4 CONT. WOOD \ \ CONTROL APPROVAL. TELEMOND 9673 BLOCKING W/ 'r2' X 2' (786) 366 - \ j LONG LAG BOLTS \ I N. EXISTING CONCRETE BEAM 3 CONNECTIONS) I \ \ ,�; (GARAGE DOOR HEADER) NEW 8 "x12' TIE COLUMN \ _ W 4 -#5 VERT- ANp - - - - -- - 2 X 4 CONT. WOOD. STUD _ TILE EXTENSION NOT \ z #� 12" REQUIRED AROUND F_ ? NEW 8'x12" TIE COLUMN OUTSIDE CORNER \ / � WALL L W/ 4 - PERT. AND / #3 136 12 J ON PARTITION WALL ON MASONRY WALL � � WIND LOAD As, PER ASGE 7 -05, SHALL Si=: � INDICATES EXISTING PARTITION BASIC WIND SPEED :146 MPH. uz 4' BUILDING CATEGORY : II EXPOSURE : C u z INDICATES EXISTING MASONRY UNITS IMPORTANCE FACTOR: 10 W HANDRAIL D N.T.5. w XO X O NEW � X 8' WINDOW SILL LLI � INDICATES NEW 2x4 WOOD STUDS PARTITION WITH I/2' DRYWALL FINISH EACH SIDE. T f L IN ATH AND 5HOWR SHOULD E3 BROUGHT REA CALCl�L,4Tf ®NS: HT UP TO THE LEVELS SHOWN \ \ A I-01 A/C 1,834 SQ. FT. CERAMIC TILE. (R102.4, FBG. 2004) BOTTOM of EXIST. BEAM SCa lc° 1/2 �� =I NEW A/C (GARAGE CONVERSION) 341 SQ. FT. 4 -"5 x 3' -0" LONG INTO N W 8' GM. WAL TOTAL A /C 2,115 SQ. FT. 3/4' DIAM. HOLES x 4 -'rz" DEEP CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANp FILL W/ EPDXY GROUT (ANSI A108.1, AlOa.4, 4108.5, A108.6, A108.11, A118.1, A1183, A136.1 AND AI31.1) EX15TING GOV. PORCH 121 SQ. FT. DRILL 3/4" HOLES x 4 -r2' DEEP GYPSUM BACKER: TOTAL 2, � FOOT G 6Q. FT. TOP EXIST. AND FILL W/ EPDXY PASTE GYPSUM BOARD UTILIZED AS THE BASE OR BACKER FOR ADHESIVE APPLICATION OF CERAMIC TILE N TYPICAL EACH BAR OR OTHER NONA5SORBENT FINISH MATERIAL SHALL CONFORM WITH "A5TM G630 OR G1178". ELEV. (V.IF.) WATER-RES15TANT GYPSUM BACKING BOARD SHALL BE PERMITTED TO BE USED ON CEILINGS TOP OF EXIST FOOTING 1- DOWEL x 3' -0" LONG WHERE FRAMING SPACING DOES NOT EXCEED 12 INCHES (305 mm) ON CENTER FOR ' -INCH THICK (12.1 mm) OR 16 INCHES (406 mm) FOR Na INCH -THICK (153 mm) GYPSUM BOARD. WATER - RESISTANT � 1 I III Jll I � ''II� ill jl- _ jll II Ill II' - lli I _ I mill 111 ,11 ll1,1ll }++r GYPSUM BOARD SHALL NOT BE INSTALLED OVER A VAPOR RETARDER IN A SHOWER OR TUB I .. _. 1 -"5 BLOCK CELL FILLED CEILING LINE (SEE #5 16" O.G. DOWELED INTO WITH 3,000 PSI PUMP MIX COMPARTMENT. ALL CUT OR EXPOSED EDGES, INCLUDING THOSE AT WALL INTERSECTIONS, EXISTING FOOTING 4 -,2' u I SHALL B€ SEALED A5 RECOMMENDED BY THE MANUFACTURER PLAN FOR CEILING AND FILL W/ EPDXY GROUT z LEAVE ONE FACE OF BLOCK HEIGHT) z z I OPEN 6' MIN. 9 -0 ul Q LIMITATIONS: 0 WATER- RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED IN THE FOLLOWING LOCCTIONS: 2' X 4' WOOD DETAIL Lu 1. OVER A VAPOR RETARDER IN A SHOWER OR BATHTUB COMPARTMENT. z'2 2. WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY. " -0" EXISTING ' - 2 SCALE 3/4 = 1' 1 .. 6 MIN. MOISTURE RESISTANT GYPSUM BOARD (GREEN BOARD) NOT ALLOWED AT TUBS AND SHOWERS, \ ' BLOCK WALL PER MIAMI DADE COUNTY BLDG. DEPARTMENT, USE CEMENT BOARD. 2' X 4' INTERMEDIATE A - S / WOOD BLOCKING 1 Y L 25' -5' F�1 1/2' DRYWALL mm NEW MINI- 1 -#5 DOWEL x 3' -0" LONG 54.0 PSF V -3, SPLIT A/C -59.0 PSF 5 ._ 5 , EXIST. SPRINKLER BRAKE WALL EXISTING BRAKE WALL EXISTING NOTE: PROVIDE 2' X 4' WOOD STUDS 24' O.G. 40 1 PUMP TO BE REL C,ATED FOR NEW 040 H.R. GARAGE VENT FOR EW GARAGE VENT BLOCKING OR BACKING 09 NOA 0 01 0815.09 TO OUTSIDE i WINp W TO BE BLOCK -UP 303 N.R. TO BE 5LOGK -U N W 3030 H. - - - - - - - W1ND0W_ AT AREAS WHERE TO . E R TOP OF EXIST. FOOTING - - - - - - - - - - RECEIVE HUNG ITEMS. � 2 X 4 ,n WOOD -- -- -DRILL 314' HOLES x 4 -r2" DEEP X � II _ AND FILL W/ EPDXY PASTE II I "� XIST. W.G. 8 SINK m NEW \ TYPICAL EACH BAR I I TO BE RELOCATED WOOD BASE ' BATH FINISH FLOOR X +52.0 P F REMOVE EXIST. I I XIST. STACKABLE II I L � WASHER 8 DRYER tx (14 ,� I DETAIL ►� NSTTALL EW 2 - 4640 HIa. CONVERT EXIST. GARAGE - J To B R ELOCATE D D � - G� o o p /� - �t - t �� II (SAME OPENING WIDTH)I INTO NEW OFFICE i 1 - 1 I N , �, NEW HANDRAIL A 2 - EXISTING W O ELEV. -0 -0' , r y (RAISE FLOOR 4') � 34' HT. +11.1' NGVD II I NEW 2 l _ SCALE 3/4 1 0 ELE -r - 5' I N (TO MATCH i II TYPICAL INTERIOR PARTITION P ELEV. _ _, AGKA + L - REMOVE E XISTING 00 Q EXIST. V.IP.J z �j 10.3 NGVD RE E E D OOR O +10.63 NGVD F� II I L - - A ND O<U TALL A NEW 3030 H.R. SCALE: 3/4 "= 1' -(d" Oz z WATER HEATER tX +54.0 PSF II REMOVE AND I XIST, W. HTR 10' 10' 10' 2 �� -59.0 PSF REPLACE EXIST. I TO BE REMOVED / IQ � 25 s 8 ELECT. PANEL +52 0 PSF -1 2 NEW rn N ER L N ®T�S: _ 1 FOR POOR -51 PSF 6 5 „ 5 LAUNDRY z O G _ - -- o� L- DO NOT SCALE DRAWINGS USE L15 t ED D 0 DIMENSIONS ONLY - - CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND � NEW ELECT- / CONDITIONS IN THE E ✓✓ENT OF CONFLICT, NOTIFY ARCHITECT SUB -PANEL ENGINEER BEFORE PROCEEDING. II 1 � X O 2,_ ALL DIMENSIONS ARE t0 FACE OF STUD, FACE OF STRUCTURE. 2 A #0 0731.0 REMOVE EXISTING DOOR 3.- CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS AND INSTALL A NEW FRENCH TRADES SO THAT PROPER OPENINGS AND CHASES SHALL BE DOOR PROvIDED. 4.- ALL TRADES TO COMPLY WITH 200'7 F.B.G DADE COUNTY EDITION. EXIST. I u EXIST. E STI , �_EX;BTING EXISTING 5 -- ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE �n TREADED WOOD DECK Mf R WOOD DEC COATS SHALL A S. � 1 6.- ALL STUCCO SCRATCH GO LL BE LOWED 24 HR S. DRYING PERIOD. EXIST. 200 AMP EXIST. 200 AMP ,.- SUBSTITUTIONS OF SPECIFIED PRODUCTS AND / OR MATERIALS BY ELECT, METER/ ELE CT. R/ WRITTEN REQUEST TO AND SUBJECT TO APPROVAL BY COMBO. NEMA 3R E COMBO. NEMA 3R O OWNER/ARCH I TECT. 8. PROVIDE BLOCKING AT ALL WINDOWS, DOORS, CABINETS, GRAB M M EXISTING 54R5 AND TOWEL BARS. 9.- ALL INTERIOR WALLS ARE 3 -5/8" (25 GAUGE) METAL STUDS 'a 16" O O.C. (UNLESS OTHERWISE NOTED.) - 10.- R TO THE €LECTRIGAL/ ECHANiCAL DRAWINGS FOR CHASE O I O OR ATTICS LOCATIONS. I1.- ALL PRODUCT CONTROL APPROVAL AND SHOP DRAWINGS I ® ® I ® ® R trt (TRUSSES, RAILING, ETC.) SHALL BE REVIEW AND ACCEPTED BY ARCHITECT /EGINEER PRIOR TO SUBMITTAL TO BUILDING REVIS DEPARTMENT. z 15TIN I E 08 -05 -09 z p XISTI E � BLDG DPT ML. 1ST (St. 12. CONTRACTOR'S RESPONSIBLE FOR OBTAINING SEPARATE ITC N Fl +1 GVD X IT H rl +12 ELE NG z PERMITS AS REQUIRED BY BUILDING DEPARTMENT LIKE WINDOU4, I I I 15T G w I I I 1ST C � FENCES, DRIvEWAY, RAILING, POOL, ETC. II I D O O 1 II I D w 11 EXI RO I I YINXI RO M EXIST. Gu - - - - - I - - - - - I DATE : 04/11/09 E SCALE: AS SHOWN 1ST. E CT SUB - P NEL uB -P EL z 1ST. ? 15T O DRAWN: ML. ANT Y ` AN Y E X '' - -- - - -- - - -- - -- JOB NO. EXISTING PARTIAL FLOOR PLAN PROPOSED PARTIAL FLOOR PLAN SCALE 1/4 SCALE 1/4 = 1' -0" A-2 SHEET NO.: I OF DOOR SCHEDULE GENERAL NOTE5: DOOR AND WINDOW N I.- DO NOT SCALE DRAWINGS USE LISTED DIMENSIONS ONLY ALL GLASS IN FRENCH DOORS AND SLIDING GLAS DOORS SHALL BE TEMPERED DOOR FRAME CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE EVENT OF CONFLICT, NOTIFY ARCHITECT / GLASS AND SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. NO. W H TH MATERIAL TYPE MAT. THRESH. REMARKS ENGINEER BEFORE PROCEEDING, CATEGORY I- 15(0 LB. 5AFETY TEST 2' -6' 6' -8" 1 3 14" METAVGLASS FRENCH METAL ALUM. 2.- ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF STRUCTURE. Q O 3.- CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS CATEGORY 11 40 LB. SAFETY TEST HOLLOW TRADES SO THAT PROPER OPENINGS AND CHASES SHALL BE 0 2' -6" 6' -S" 1 WOOD CORE WOOD PROVIDED. VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING 51ZE5 FIT DOOR AND WINDOWS SpEcIFIED J5FI=oRE CONSTRUCTION- NOTIFY ARCHITECT IF A CONFLICT EXISTING TO REMAIN 4.- ALL TRADES TO COMPLY WITH 207 F.B.G pApE COUNTY EDITION. EXISTS 5.- ALL WOOD IN CONTACT WITH CONCRETE SHALL- BE PRESSURE TREATED. EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LE55 THAN 20 IN 6.- ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 HRS. A R C H I T E C T WIDTH, 24' IN HEIGHT, 5.1 SQ. FT. IN AREA W/THE BOTTOM OF THE OPENING NOT DRYING PERIOD. w MORE THAN 44' APOVI= THE FINISHED FLOOR AS REQUIRED BY THE F.8 G.G.I. 1,- SUBSTITUTIONS OF SPECIFIED PRODUCTS AND / OR MATERIALS BY WRITTEN REQUE5T TO AND SUBJECT TO APPROVAL BY ORESTES LOPEZ-RECIO B OWNER /ARCHITECT. AR000935D S.- PROVIDE BLOCKING At ALL WINDOWS, DOORS, CABINETS, GRAB BARS AND TOWEL BARS. NOTE: ALL INTERIOR WALLS ARE 3 - 5/8" (25 GAUGE) METAL STUDS a 16" I CEILING LINE (SEE O.G. (UNLESS OTHERWISE NOTED.) 1700 S.W. 57 AVENUE COORDINATE ALL MASONRY OPENINGS PLAN FOR CEILING: 10.- REFER t0 THE ELECTRICAL/MECHANICAL DRAWINGS FOR CHASE SUITE 211 FOR WINDOWS 4 DOORS WITH WINDOWS HEIGHT) OR ATTICS LOCATIONS. M IAW FLORIDA 33 \ \ 4 DOOR MANUFACTURER PRIOR TO TIE 2 X 4 WOOD ii.- ALL PRODUCT CONTROL APPROVAL AND SHOP DRAWINGS TEL (305) 363- \ \ BEAM AND BLOCK ERECTION. (TRUSSES, RAILING, ETC.) SHALL BE REVIEW AND ACCEPTED BY (786) 566--9673 ARCHITECT /EGINEER PRIOR TO SUBMITTAL TO BUILDING \ o DEPARTMENT. TILE EXTENSION NOT z 12.- CONTRACTOR IS RESPONSIBLE FOR OBTAINING SEPARATE REQUIRED AROUND \ ? PERMITS AS REQUIRED BY BUILDING DEPARTMENT LIKE WINDOWS, NOTE: OUTSIDE CORNER \ / 2' X 4" INTERMEDIATE FENCES, DRIVEWAY, RAILING, POOL, ETC. / WINDOW AND FRENCH GLA55 DOOR WOOD BLOCKING INSTALLATION SHALL BE IN ACCORDANCE 1/2' DRYWALL WALL LC�ND_ 4' WITH MANUFACTURER'S SPECIFICATIONS 5ET FORTH IN THE APPROVED PRODUCT NOTE: PROVIDE 2' X 4' WOOD STUDS o 24' O.G. INDICATES EXISTING PARTITION CONTROL APPROVAL. BLOCKING OR BACKING AT AREAS WHERE TO RECEIVE HUNG ITEMS. INDICATES EXISTING MASONRY UNITS TILE BATH AND 'SHOW S T O U L D E 2' X 4' WOOD INDICATES NEW 2x4 WOOD STUDS PARTITION WITH 1/2' DRYWALL FINISH EACH SIDE. ROUGHT UP TO TH LEVELS 5HOWN WOOD BASE sealer 1/2 V_0" FINISH FLOOR AREA CALGULATION5: CERAMIC TILE. (8102.4, FBC. 2004) EXISTING A/C 1,834 SQ. FT. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH NEW A/e (GARAGE CONVERSION) 341 SQ. FT. (ANSI A108.1, A108.4, A1085, A108A6, A108.11, A118.1, A1183, A136.1 AND A131.1) GYPSUM BACK ER: TYPICAL INTERIOR PARTITION TOTAL A/C 2,175 SQ. FT. GYPSUM BOARD UTILIZED AS THE BAS€ OR BACKER FOR ADHESIVE APPLICATION OF CERAMIC TILE EXISTING COV. PORCH 121 SQ. FT. OR OTHER NONAB5ORBENT FINISH MATERIAL SHALL CONFORM WITH 'ASTM 0630 OR CII18'. WATER- RE515TANT GYPSUM BACKING BOARD SHALL BE PERMITTED TO BE USED ON CEILINGS SCALE: 3/4 TOTAL 2296 SQ. FT. WHERE FRAMING SPACING DOES NOT EXCEED 12 INCHES (305 mm) ON CENTER FOR X1 /2 -INCH THICK (12.1 mm) OR 16 INCHES (406 mm) FOR % NCH-THICK (15.9 mm) GYPSUM BOARD. WATER- RE5I5TANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A VAPOR RETARDER IN A SHOWER OR TUB COMPARTMENT. ALL CUT OR EXPOSED EDGES, INCLUDING THOSE AT WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER LIMITATIONS: WATER- RE5I6TANT GYPSUM BACKING BOARD SHALL NOT BE USED IN THE FOLLOWING LOCCTIONS: 1. OVER A VAPOR RETARDER IN A SHOWER OR BATHTUB COMPARTMENT. 2. WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY. MOISTURE RESISTANT GYPSUM BOARD (GREEN BOARD) NOT ALLOWED AT TUBS AND 5HOWER5, • • PER MIAMI DADE COUNTY BLDG. DEPIA',RTMENT, USE CEMENT BOARD. ` I 5 5, A - 5 NEW MINI - 8' -3' SPLIT A/C EXIST. SPRINKLE BRAK WALL EXISTING BRAKE WALL EXISTING - 5' -5' TO OUT To SIDE REL GATED FOR WINDOW3D H.R. TO BE GARAGE VEN 2 02 NE R TO BE BLOCK-UP P N WI OW NEW 60 0 H.R. NEW 2020 H.R IMF _ - - - - - -- — 2 - II I � II _ e�• \ TO B E RELOCATED LD O B ATH ® .. r � EXIST. 4 DIR ER GARAGE DOOR ANp TO BE RELOCATED NEW c CONVERT EXIST. GARAGE WASHER 4 DRYER I ✓�. L� �-� � o V INSTALL NEW 2 -4640 R o ., I I (SAME OPENING WIDTH IN NEW O FFICE F — — T - OFFICE °' o r v (RA15E FLOOR 4') 'n ELEV. -0'-0' EXISTIMICs NEW 4 W o +12.7 NGVD ELEV. -2' -5' I E (TO MATCH - I i +10.3' NCsVD I L — J 11 REMOVE EXISTING DOOR ELEV. -2'- 1 AGKA EXIST. V.IPJ J L — — AND INSTALL A NEW 3030 H.R. z +10.63' NGVD 'IST. W.H. WINDOW 4 R LOCATED (k REMOVE AND I X157. W. HTR. I REPLA PANEL T. I TO BE RELOCATED 2 0 — — — — — — — — / NEW ELECT. 15 " NEW BRAKE WALL = = SUS -PANEL ,6 5' 25' 7/0 LA UNDRY -- FOR NEW 'DOOR 625 i F Lu II oX REMOVE EXISTING DOOR AND INSTALL A NEW FRENCH DOOR 0. EXIST. A7 EXIST. — E ISTf C \—E ISTI Cx MI RI WOOD DEC:! f=�M EXISTING WOOD DEC w EXIST. 200 AMPS EXIST. 200 AMP ELECT. METER/ ELECT. METER/ COMBO. NEMA 3R O COMBO. NEMA 3R O M EXISTING M EXISTING o I o T I REVISIONS z O rl ELEV I5TIN I O z O XISTI O 1S -0' -0' f S T. Fl IT N I I +12.1' GVID Z IT EN IST C � I +12 NG I IST G 11 D O w II I D O 1 II EXI _ II EXf YIN RO M EXIST. cu - - - - - I VIN RO M EXI CU DATE : 04/11/09 ST. E :1 S CALE : AS SHOWN SUB -P NEL SUB -P NEL EO IST z IST O DRAWN: ML. ANT y ANT Y Lil 11 -- -- — — 1 - -- — JOB NO. EXISTING PARTIAL FLOOR PLAN PROPOSED PARTIAL FLOOR PLAN — t n i 11 ALE 1/ — - 1/4 — - 0 SC 1 0 SCALE 1 .4=2 i SHEET NO. 1 OF �, _ L� �/ �; `" �. /8" COX PLYWOOD LATERAL SEE DETAIL 2x4 WOOD SHEATING (50TH SIDES) �E� 2 -16d TOE E E DETAIL NAILS TOP PLATE W/ 10d NAILS AT SUPPORTS 2x4 WOOD 2x4 WOOD 5/8" COX PLYWOOD LATERAL TOP OF WOOD FRAME TOP PLATE TOP PLATE &HEATING (BOTH SIDES) 11 1 IV W/ 10d NAILS AT SUPPORTS ELEV. - - N V 2x4 WOO a= 2x4 WOOD STUDS STUDS Iu p + + 2x4 WOOD STUD cvz Z /4x4 D W/ 2 -16d NAILS a o' 2x4 WOO[) STUDS �- ^o ARCHITECT EXIST. 8' GM.U. WALL `' ° EXIST. S" G.M.U. WALL 4x4 WOOD i9 ORESTES LOPEZ -RECIO 2 -5/8" CDX PLYWOOD POST XIST. S" GM.U, WALL ARD009350 FLOOR SHEATING \ 10" 1 0' _ _ _ l m'__ (SEE PLANJ + TOP OF � 4x4 WOO[) 4x4 WOOD POST Ah EXIST. FLOOR LINTEL L2x4 WOOD BLOCKING V ELEV. 0' -0' 4 -3/8' DIAM. 1' 4 -3/8" DIAM. SUITE 222 1 HILTI KWIK II BOLTS L2x4 D BLOCKING HILTI KWIK II BOLTS �� FLORIDA 33155 EMB.: 2 -112' = W/ 2 -1 NAILS AT ND co EMS.: 2 -1/2" X 4 -3/8' DIAM. TELEPHONE (305) 360 -2836 _q ID ` HILTI KWIK II BOLTS (786) 566 -9673 EMS.: 2 -1/2" - - - -- -------- - - - -.— ------ - - - - -- - 2 -2x4 WOOD STU 4x4 WOOD POST W /2 -16d NAILS Q 6' - 2x4 WOO[) STUD 1/2" COX PLYWOOD RAISER WOOD JOIST W/ 2 -10d NAILS IN (S 19' 16' 16' 16' - -- - - - 19' - - - -- EACH STRINGER + 2 -2x4 WO + STUD EE PLAN) \ � EE DETAIL U -VUE AB5 NGLE p + W/ 3 -10d x 1- N N - -- - - - -- - - - -- IN STUD TOP OF EXIST. FLOOR 5/4" MIN. 50U P� N - 3 -10d x 1 - AILS 2' -6' 14' 16' 16' IV 2' -6' ELEV 0' -0' YELOW PINE No.2 - TREADS W/ 3 -16d N ILS NOAH! (m8- 5.02) IN STRINGER IN EACH STRINGER UPPORT —TF - - _ _ _ TOP OF EXIST. FLOOR \ s =__ ____ ___ ____ -____= ELEV. 0' -0' 2 1 dTO ILS T NDS EXISTING PLYWOOD TOP OF GONG. SLAB .9 I 2 -2x12 WOOD CRINGER - - FLOOR &HEATING ROUTE[) TO R GEIVE I I I I N ELEV. -2' -I' \ - - - - - - - EACH TREAD SEE PLAN) WOO[) - -- WOOD JOIST BOTTOM PLATE II' 16 16' IEEE PLANJ is $ + + I TOP EX LONG. SLAB - -- -- - - -- EXISTING TOP + + + + + + OF GONG. SLAB ELEV. -2' -1' ELEV. -2' -1' 3x4 P.T. WOOD 3/8" DIAM. HILTI KWIK 11 EXIST. GONG. SLAB BOTTOM PLATE EXP. BOLT EMB.: 1 -5/8" (MIN.J SECTION NU -VUE 455 ANGLE W/ 3 -10d x 1 -1i2" NAILS EXIST. GONG. SLAB L 3x4 P.T. WOOD L 31,5" DIAM. HILTI KWIK If LEXIST. CONG. SLAB SCALE 3/4 — 1 IN STRINGER BOTTOM PLATE EXP. BOLT EM13.: 1 -5/8' (MIN.J 2 - DIAM- x 2" LONG TAPGON IN GONG. SLAB. SECTION SECTION ° SEE DETAIL A /A -2 SCALE 1 -1/2" — 1 ' -0 11 SCALE 3/4 — 1 1 - 0 11 SEE DETAIL A /A -2 NEW 2 -5 /8" COX PLYWOOD &HEATING W/ Iod NAILS a 6" AT SUPPORTS 25' -5' - - • • 24' -I' EXIST. 8 C1'1.U. WALL 2 -5/8' PLYWOOD _ - - _ _ - - _ FLOOR &HEATING - ------W OOD STU SECT IONS) SEE DETAIL B /A -2 �- - 7 - - IF � - T - � F LOOR EE L R PL AN) AD FILL W/ FACE = ' 151 (SEE 2 -5/8" COX PLYWOOD FLOOR I I I I I (I N I I I I I I I I I I I I I I I I 11 TOP OF 2 -5/8' COX PLYWOOD FLOOR - 1�ElU 2� 11 4 1000 JOIST GONG. GROUT STRENGTH W/ 10d NAILS a 6" AT ALL SUPP. W/ 10d NAILS 6" AT ALL SUPP. I 11 11 II II 11 11 11 I� R E 1ST. GO G. SL EXIST. FLOOR ELEV 0' -0' 116' I IW I 24' I 2' I 24' I 24' I 24' I IS' 11 15' I 24' I 24' I 24' I 15' \ � EXIST. 8' GM.U. WALL I Ti I I I I I I I I 1A t R 2x4 WOOD LEDG W/ lOd NAIL 1 2 ' I II II I I II II II I B L —, 1 M + � - r L � I II II II II II II II I L I I I I I I I I I I ! I ! I I I .1+- . 11- 1 14- . I1 - 1 2x4 WOOD LEDGER II 16 16 16' 16 16 II N\m W/ 1/4 DIAM. tAPGON N 2x4 JO{ ? OVER EXISt GONG. LAB I) EWI 114b0 R I I I� I I r l x 3 LONG a 12 (R FL OOR 4'J I I I I I II II RA L R I I I 11 Il I I 11 NEB 2x1 -0 A6 SH�l1N II I � 2x6 WOOD JOIST EXISTING (FOR Q SEE PLAN) 3x4 PT. WOOD I II II II I I II II I II II II II II II - ELEV. -0' -0' BOTTOM PLATE ELEV -2' -I' _ ' +12.1' NGVD rT, NU -VUE NVSH24 WANDER EX1:5T. CONG. SLAB +10.63 NGVD II II II I�-- fit-' 11 II II II I (TO MATCH- pq W/ 12 -8d NAILS TO LEDGER Z 6 -ad NAILS To JOIST EXIS. GONG. SLA � TB I II II I) II II II I ' II II I II II I EXIST. v.lJ =.) NOA" (08- 0326.11) I I I I I I I I I I I 11 625' 5 , III I I I I I I I I I I 3x8 WOOD LEDGER SEE DETAIL B /A -2 - W / 1 -5/8" DIAM. HILTI KWIK (I �- - - - i A - EXP. BOLTS a 16" (STAGGERS) MIN. EMB.: 4" �s DE TAIL TYP. DETAIL TYP. DETAIL TYP. °X W 2 -5/8 "GDX PLYWOOD &HEATING E3 � E W/ 10d NAILS � b " AT SUPPORTS SCALE 1-1 /2 11 = 1' - 0 " SCALE 1-1/2 = 1' - 0 " SCALE 1-1/2 " = 1' -0" 2 5/8' GDX PLYWOOD LATERAL SHEATING (BOTH SIDES) EXIST. W/ 10d NAILS AT SUPPORTS 4' (VIF.) EXISTING 2 -16d NAILS WOOD DECK 0. ++ I I 2 -5/8" Gp�C P FLOOR W/ 106 Nil 6" A T ALL SUPP. I I I I 2x4 WOOD TOP OF FINISH FLOOR 2 .6d NAILS -- TO MATCH EXISTING: 2 -16d NAILS ELEV. 0 0 M EXISTING 2x4 WOOD TOP PLATE 2xC WOOD JOIST (FOR a SEE PLAN) 2x4 WOOD 2x4 WOOD PLATE f��_ USP 4 NGLE EA. RAFTE W/ 2 -Sd NAI & TO 2x4 2 -8d NAILS TOT P PLATE + + NOAH (01- 419.01 XIST. 2x6 + + WOOD RAFTERS EXIST. &' G.M -U. WALL z XISTI 2 -16d NAILS +12 E NG0 -0' z USP MP34 ANGLE NU -VUE NVPC31 LU D REVISIONS U MF NAILS E PLATE 5 WAY GRIP CLIP X Q 08 -05 -09 W/ 8 -Sd NAILS TO AT 3 -8d NAILS TO STUD E BLDG OFT ML. SECTION NOA+! (01- 0419.01) 6-ad NAILS TO JO NOA (08 - 0135.02) SCALE 3/4" = 1' -011 2x4 WOOD STUD 2x4 WOOD STUD 3x4 WOOD 5O7T. PLATE O 2 -1C d TOE NAIL + + z DATE: 04/11/09 SCALE : AS SHOWN EXISTING TOP + OF GONG. SLAB - - - - -- -- - - - - - -- - -- - - -- - - -- 2x4 WOO[) + NU -VUE NVTP4 PLATE ANCHOR ELEV DRAWN: ML. TOP PLATE W/ 6 -106 NAILS (TYP.) NOAH! (08- 0826.02) JOB NO. 2x4 WOOD STUD NU -VUE NVTP4 PLATE ANCHOR PROPOSED PARTIAL FLOOR PLAN EXIST. GONG. SLAB W/ &-iOd NAILS (TYP.) SCALE 1/4 1 0 NOA 108- 0828.02) SCALE - + n DETAIL (TYP.) - - A DETAIL SCALE 3/4" = 1' -0" SCALE 3/4" - 1' - 0 " SHEET NO.: I OF �t /S" CDX PLYWOOD LATERAL SEE DETAIL -16d TOE EE DETAIL 2x4 WOOD SHEATING (BOTH SIDES) `E` NAIL5 5/8" CDX PLYWOOD LATERAL TOP PLATE W/ loci NAILS At SUPPORTS TOP PL TOP PLA E SHEATING (BOTH SIDES) 64 TOP OF WOOD FRAME W/ 10d NAILS AT 5UPPORT5 IRV ELEV. + + + + 2x4 WOO / --2x4 WOOD STUDS N 5TUD5 O + �� 2x4 WOOD STUD nz z /x4 oD W/ 2 -16d NAILS 6° 2x4 WOOD N LINTEL STUDS �. ARCHITECT EXIST. 8' G.M.U. WALL N ° EXIST. S' c.M.U. WALL 4x4 WOOD Z -RECTO ORESTES LOPE XIST. 8" Gl' I,U. WALL POST AR000935D s 2 -5/S" CDX PLYWOOD 10' 10 10 (SE°PLAN + 4x4 WOOD POST 17DO S.W. 57 AVENUE EXIST. FLOOR _ _ _ _ LINTEL TOP OF W/ 2 -16 NAILS AT ENDS qV ELEV. 0' -0' 4 -3/S" DIAM. SUITE 222 HILT[ KWIK II BOLTS 1' L2x4 D BLOCKI G 4 -3/8" DIAM. 1' HILTI KWIK II BOLTS EMB.: 2 -1/2' W/ 2-16d NAILS AT ENDS EMB.: 2 -1/2" TELEP HONE 1305) 4 -3 /S' DIAM. HILTI KWIK 11 BOLTS (786) 566-9673 EMI3: 2 -1/2" 2 -2x4 WOOD STU 4x4 WOOD POST D LR Fx W /2 -16d NAILS 9 6' 2x4 WOOD STUD 1/2" CDX PLYWOOD RAISER WOOD JOIST 19' 16' 16' 16° 16' 19' W/ 2 -10d NAILS IN + (SEE PLAN) 2 -2x4 WOOD EACH STRINGER + STUD U - VUE AB5 Nc�LE o . DETAIL D + W/ 3 -lod x NAILS ;a — — IN STUD �TOPOFEXI5T.FLOOR — - - -- _ -- - -- - -_— 5/4" MIN. SOUTHERN 3 -loci x 1 -viz" AILS 2'-6' ` 14' 16' 10 -�z' 16' 12' 2' -6' ELEV. 0' -0' — — — — — — — — — — — — X N YELOW PINE No.2 IN STRINGER 1$ - NOA 108- 5.02) TREADS W/ 3 i6d NAILS IN EACH STRINGER 1 ,UPPORT TOP OF EXIST. FLOOR ELEV. 0' -0' 2 1 CIT0 AILS s — T ENDS ,� • EXISTING + + + + + + + rik TOP 2 -5 /S" PLYWOOD 2 -2x12 WOOD TRINGER ELEVOF2- -l' SLAB A .� FLOOR SHEATING I ROUTED TORE EACH TREAD SEE PLAN) II II - - - - -- WOOD WOOD JOIST BOTTOM PLATE EXISTMG TOP + + + lSEE PLAN) I 1 1 I EXISTING ONC. SLAB fik OF GONG. SLAB I _ __j I TOP OF C NV ELEV. -2' -1' I I 1 ELEV. - - 3x4 P.T. WOOD X 3/8" DIAM. HILTI KWIK II EXIST. GONG. SLAB BOTTOM PLATE EXP. BOLT EMB.: I -5/8" (MIN.) SECTION AN � - / NU-VUF AB5 ANGLE -1/ „ EXIST. CONC. SLAB 3x4 P.t_ WOOD 3/8° DIAM. HILTI KWIK If L E X;ST. GONG. SLAB SCALE 3/4" — 1' 0" W/ 3 loci x 1 z NAILS IN STRINGER BOTTOM PLATE EXP. BOLT 1 -5/8' IMINJ 2 - DIAM. x 2" LONG TAPGON IN GONG. SLAB. � SECTION SECTION �1 T I "5 VERT. W/ 2 *5 X V -6' DOWELS 1 *5 VERT. W1 2 S X T -6' DOWELS 2 INTO 6' DEEP HOLE FILLED WITH EPDXY INTO 6' DEEP HOLE FILLED WITH EPDXY SCALE 1 -1/2 = 1' -0" SCALE 3/4" = 1' - 0 " GR INTO EXISTING EW 2 -5 /S' CDX PLYWOOD SHEATING GROUTED INTO EXISTING FOOTING AND BEAM W/ lod NAILS e 6 AT SUPPORTS FOOTING AND BEAM .. EXIST. 8" G.M.U. WALL 41- Z 2 -5 /8' PLYWOOD —W OOD STUD FLODRSHEATING (SEE SECTIONS) ��-- �-- �— �- -� - -�— — �=— �- -� - -�— (SEE FLOOR PLAN) I II II II II II II II II I� I !I II II II i 44 KNOCK -OUT FACE AS SHOWN 2 -5/S" CDX PLYWOOD FLOOR AND FILL W/ 3,000 P51 W/ loci NAILS � 6° AT ALL SUPP. 2 -5/S" CDX PLYWOOD FLOOR i ti�W 2 1000 J015T TOP OF W/ loci NAILS 6 AT ALL SUPP. I II II II 11 II II II I� R E (S CO C. SL GONG, GROUT STRENGTH EXIST. FLOOR I I I I I i i I I I I I I I I — ELEV. 0'-0' (16 I 16 I I 2 I 24 I 24' I 24 I 15 I I i 1 15 I 24 I 24 I 24 1115 u, " 24 ° O EXIST. S' C] 1.U. WALL I I I I I I I I L l TI I lip WJ10dNAIL5 l2 " Is — A A ,a 2x4 WOOD LEDGER I II II II II II II I B + N r a - — � - - � I II II II II II I1 II �I Q [—� a N I I 1 II I� I� , I I II 1 N I II II II II II it II 1 � 2x4 WOOD LEDGER II 16 16 16 16 16 I WJ 1/4" DIAM. TAPCON II N U4100 J014T OVIE9 E XISTIICONC. 16LA511 �„/ C x 3' LONG Q 12' 1 1 (RAISE FLOOR 49 I II II II II II II II II I II NEVI 24 -s AS SH&N 11 \1 � 2x6 WOOD JOIST EX15TINCs I II II II II II II I 0 II I I II II ELEV. -0' -0 - (FOR a SEE PLAN) 3x4 PT. WOOD ELEV. -2' -I' +12.1' NGVD L EXI&T. GONG. SLAB BOTTOM PLATE +10.63' NGVD II II 3 — I— I�- II 11 II I I . NU -VUE NvBH24 HANGER (TO MATCH - W/ 12-5d NAILS TO LEDGER EXIST. GONG. SLAB I II II II II II II �' II II I II� 11 I EXIST. V.I.F.) 6 -Sd NAILS TO JOIST I II II II II II II 6.25'V 5 , PC II II II II I II I NOA ".(08- 0326.11) - -L A — IL ki 3x8 WOOD LEDGER 1-0 W/ 1 -5/8' DIAM. HILTI KWIK II EXP. BOLTS 16° (STAGGERS) DETAIL TYP. MIN. EMB.: 4" DETAIL TYP. DETAIL (T X EW 2 -5/8" CDX PLYWOOD SHEATING: III tl = fl E3 11 1 -1 2 = 1'- 1' SCALE 1 -1/2" = 1' -0" 2 G W/ 10d NAILS a 6" AT SUPPORTS SCALE 1 -1/2 1 0 SC / 0 /S' GDX PLYWOOD LATERAL V ! EXIST. (BOTH SIDES) EXIST. W/ 10d NAILS AT SUPPORTS ,= 4' (VIFJ EXISTING 0. au WOOD DEGK 2 -16d NAILS ++ I 2 -5/3" CD � P I YWOOD FLOOR I I W/ 10d NAIfL5 0 6" AT ALL SUPP, I I i I 2x4 WOOD TOP OF FIN15H FLOOR 2 -16d NAILS TO MATCH EXISTING 2 -16d NAILS ELEV. 0 -0 M EXISTING 2x4 WOOD TOP PLATE + ++ 2x6 WOOD OIST (FOR a SEE PLAN) 2x4 WOOD } EA. WOG PLATE USP M 3 NGLE W/ 2 -Sd NAI S TO 2x4 2 -5d NAILS TOT P PLATE + + + + NOAR 101- 419.01 XIST. 2x6 o WOOD RAFTERS XIST_ S° CM,U_ WALL z LE . 0 -0 2 -16d NAILS +1E 2 NG z NU -vUE NVHC3 I REVISIONS USP MP34 ANGLE 5 WAY GRIP CLIP x W/ 3 -8d NAILS TO PLATE W/ 8 -Sd NAILS TO PLATE 3 -8d NAILS TO STUD 6 -8d NAILS TO JOIST SECTION (01- 0419.01) NOAR (08 0135.02) ' 2x4 WOOD SCUD SCALE 3/4 =1' - 0 " r 2x4 WOOD STUD 3x4 WOOD BOTT. PLATE 2 -16d TOE N AILS � DATE � 04/11/09 + ? O + + X SCALE : AS SHOWN EXISTING: TOP � OF CONC. SLAB _ + ELEV. -2' -1' DRAWN: ML. Q 2x4 WOOD Li NU -vUE NVTP4 PLATE ANCHOR ` TOP PLATE W/ 6 -10ci NAILS (TYP.) NOAR (08- 0828.02) JOB NO. 2x4 WOOD STUD r J PROPOSED PARTIAL FLOOR PLAN 1 Z NU-VUE NVTP4 PLATE ANGH R EXIST. GONG. SLAB W/ 6 -10d NAILS (TYP.) - �. e I ` HOAR (08- 082802) SCALE 1/4" = 1' -0" coo ' DETAIL TYP. DETAIL TYP. fi SCALE 3/4" — 1, —Oe� SCALE 3/4" w SHEET NO. 1 OF cc cn C', c v r c c a { 0 0 AV a EXISTING EXISTING TOP OF TB TOP OF TB %WJLR ELEV. 6- 10' ELEV. S' -10° ARCHITECT ORESTES IAPEZ -RECTO AR000935D a� �z Ll EXISTING EX15TIN6 1700 S.W. 57 AVENUE LJ w SUITE 222 EXISTING ��' FLORIDA 33155 TEL,EPHONU (305) 360 -2836 EXISTING (786) 5%-9673 FINISH FLOOR — — — — — — ELE 0' -0' ( +12.1' N.G.V.D.) EXISTING TOP OF GARAGE ELEV. 4 -5" ( +103' N.G.V.D.) EXISTING LEFT ELEVATION SCALE 1/4 III Hill I IIII Hill 11 111 EXISTING EXISTING TOP OF TB 11 Hill TOP OF TS ELEV. 6-10' — — — — — — ELEV. V -10' • • EXISTING z w EXISTING X 04 0 LLI F4 EXISTING Qp EXISTING VENT EXISTING f FINISH FLOOR EXISTING FINISH FLOOR ELEV. 0' - 0' — — — — — — STQNE GRILLE — — — — — — — — ELEV. 0' - 0' EXISTING TOP OF GARAGE ELEV. -2' -5' ( +103' NG_V_D-) �1 V EXISTING REAR ELEVATION SCALE 1/4" 11 1 11 ftil 1 11 11 1 11 11 11 muilli,,, EXISTING EXISTING TOP OF TB TOP OF TB OI L ELEV. V -10 ELEV. V-10 / \ REMIONS FXISTING / X / Lu EXISTING \ / FINISH FLOOR ELEV. 0' -0' — (+12.7' DATE 041I1109 EXISTING SCALE: AS SHOUIN TOP OF GARAGE ELEV. -2' -5' DRAWN: ML. ( +103' N.G.V.D.) . . JOB NO. EXISTING RIGHT ELEVATION } A 4 .. SCALE 1/4" = 1 ,_ > SHEET NO. 1 OF i EXISTING EXISTING %JLR TOP OF TB 4 1 1111111 Hill Hill 11 Ill Hill 11 Ill Iiiii TOP OF TB .41 ELEV. 5' -10' — — 1 111 T Hill Ill I 11111FMI111 11111 1 11 if .., ELEV. 5' -10' ARCHITECT ORESTES LOPEZ-RECIO AR000935D EXISTING LiNTEL/BEAM TO REMAIN (TYP. a > UON) EXISTING EXISTIN 1700 S.W. 57 AVENUE 8 Z .� u SUITE 221 CONC. LINTEL- BEA "_• MIAbII, FLORIDA 33155 X EXISTING TELEMOND 0" 360 -2&% EXISTING MA50NRY TO REMAIN (TYP. la a UON) NEW 2 -4640 N.R. EXI II FG (786) 566 -9673 v z - - - - - - - - I NOA #01- 0815.09 ELEV. 0' - I 1 x 4 PT. WD. BLOCKING M LLION: NOA "06- 0125.01 N X 2 3/4 X .315) o a o a D � + I (12.1' N5.v.D.) NEW MASONRY TO CLOSE EXISTING NEW OPENING. MATCH ADJACENT MASONRY FINISH FLOOR I *52.0 PSF a a ( a 1 x 4 PT. FURRING THICKNESS. V ELEV. -2' -1' - ( +10.(o3' N.G.V.D.) a a EXISTING 1/2" pRYWALL TOP OF GARAGE ELEV. -2' -5' EXISTING RESIDENCE PROVIDE NEW (2) 0 5 TIE DOWNS At ENDS NG.V.D.J STUCCO 1/4' DRYWALL OF NEW MASONRY TO CLOSE EXISTING PR GARAGE CONVERSION NO UJORK THIS AREA DOOR OPENING. - -- -y DOWEL 4' MIN. INTO EXISTING LINTEL CAULK ABOVE AND EXISTING SLAB BELOW AND SET WITH 65 EPDXY ADHESIVE BY �4: RED -HEAD, NOA 0 04- 04050. LAP BARS 1/4 x 2 3/4 TAPCON W1 g , 48 BAR DIAMETERS MINIMUM. PROPOSE LEFT ELE PERIMETER GAULKiNG AND A MIN. EMBEDMENT OF 1 z BAGK BEDDING 1/4" INTO GONG. SPACED 4" FROM ENDS 4 BALANCE a EXISTING FOOTINGS TO REMAIN 12" O.C. (TYP. UON) ;�, SCALE 1/4" = 1' -0" PEA D NOTES: f I.- PROVIDE WALL TIES AT BOTH SIDES CONNECTED TO EXISTING WALL AT EVERY COURSE. 8 " 2.- PROVIDE No. 9 LADDER TYPE GALVANIZED HORIZONTAL REINF. EVERY OTHER 3 " TAPCON - - -- - - 5 IN FILLED CELL COURSE. EMBEDMENT 14 WALL TIE (8 Go.) x 4 PT. WD. BLOCKING CLO EX ISTI NG O P ENING DETAIL CAULKING SCALE n. t.s. EXISTING TILE ROOF EXISTING EXISTING TOP OF TB TOP OF t B - - - - - - J ELEV. 8' -10' ELEV. v -10' • • -- - WEATHERSTRIPPING 1 /4 "o x 2 -3/4' TAPCON W/ A j MIN. EMBEDMENT CF 1 -1/4' INTO CONC. SPACED 4" z z FROM ENDS 4 BALANCE CO - 12" OG EXISTING EXISTING D X X TOP OF EXIST. T.B. - PERIMETER CAULKING AND - - BACK BEDDING ELEV. 9' -4' NEW 3030 H.R. li EXISTING - EXISTING �' - STUCCO FINISH FLOOR - - - NOA #01- 0815.09 NEW 6040 H.R FINISH FLOOR EXISITNG 2 X 6 v ELEV. D' -0' r ELEV. 0' -0' M +54.0 PSF NOA #07- 0815.09 WODD RAFTERS ( +12.1' N�s.v.D.J N.G.v.D.) NEW -59.0 PSF +51.0 PSF FINISH FLOOR _rte J �4 ELEV. -2' -1' - _ - - - - _ - eV ( *10.63' N.G.v.D.) SNAP IN GLAZING BEAp 1/2 DRYWALL CEILING ON -- 3 1/2 METAL CHANNELS 9 16' O.G. EXISTING (TYPICAL) PROVIDE R -30 GATT TOP OF GARAGE ELEV. -2 EXISTING RESIDENCE EXISTING RESIDENGE ITI INSULATION ( +103' N.G.V.D.) VINYL WEATHER STRIPPING _ NO WORK THIS AREA _ _ PROPOSED GARAGE CONVERSION _ _ NO WORK THIS AREA Li AS PER WINDOW MANUFACTURE 1X4 PT. FIRE PERIMETER CAULKING CAULK STOP BACK BEDDING ARBLE SILL EXIST. CONC. TIE BEAN PROPOSED REAR ELEVATION SCALE 1/411 = 11 - PRECAST. CONT. SILL 1 X 4 P.T. WD. FIRE STOP a 8' -0' HT. MAX. AS PER R 4409.12.1 FBC 2004 G E35 WINDOW DETAIL5 1/2' DRYWALL OVER 1' x 2' PT NOT!= :ANCHOR GONN'9 AS PER MANUF. SPECS. N.T.S. 6 16'0.C. PROVIDE R - 4.1 WALL INSULATION WOOD BASE -1/2" GYPSUM WOOD BOARD EXISTING EXISTING I X 4 P.T. WD. EXISTING 8' LONG. BLOCK WALL TOP OF TB 11 Mill IlITIl IIITII II Ill 11 Ill 111111 11 Ill I TOP OF TB O L NAILER I ELEV. 8' - 10' U L ELEV. 8' - 0" 1 x 4 PT, WOOD FURRING 2 x 4 PT, WOOD BLOCKING 2 -5/8' GDX PLYWOOD FLOOR , W/ 1/4 "0 x 2 -3/4" LONG TAP -CONS AT 12'0.C. u / \ 2x4 WOOD JOIST STAGGERED- 4' FROM TOP / \ AND BOTT. 24" O.C. / \ -WOOD CASING TRIM EXISTING CONCRETE SL EXISTING 08 -05 -09 AB - REVISION NEW 3030 P 0 0 BLDG DPT ML. WD. DOOR FRAME _ _ FINISH FLOOR w \ / NOA #01-0b1503 - ANCHORED TO WOOD ELEV. -2'-1' - \ / +54.0 PSF X BLOCKING AS PER uI � PRODUCT APPROVAL IEEE ANCHORING INSTALLATION) EXISTING \ / I I =111 =111 = III = III = III = III =1 I 1 =1 I I I J FINISH FLOOR — III —II I I— III =1 i 1 =1 1 =1 I— III — III —I I I�� ELEV. 0' -0' � I —I 11 =1 11 =1 I I— III —I 11 =1 11 =1 11 =1 I I -1 I I ( +12.1' N.G.v.D.� I I 1 =11 11 =1 I I- 111-111 =1 I I -1 11 =1 11 =1 I I- NEW — — — - 111 = 111 = 111 = 111 = 111 =111 = 111 =111 FINISH FLOOR DATE 04/11/09 ' METAL CLAD HOLLOW i -- a —1111 —II I— I= II II— III — III — III —III— 11 = = = = == ________— _ _ — III - 1_111— III— III_III_III_III_ — — — — — ELEV. - � I - _ _ - - - _ - - _ _ _ _ = oa � —I � I -I � I- � I- � 1- � I- � I- III -I I! I � 1- � I -I � I -I � I_ - � 1- III -I � I -! � I -I vU POOR l SEE SCHEDULE li - = - - - - _ _ - - - _ _ = _ = i - ( +10.63 N.G.Y.D.) II I— III - III - II -I I- III - III -III- II- III -III III III III III II SCALE : AS SHOWN FOR S1ZE) Ili Ili- III =III -III =III =III =11! III =III - III - III =III -III =III ill!- EXISTING — — — — — — — — — — — I I— III — III — III — III —i I I —III_ _III — III —I I I_I i I —I I I_I I I —I I TOP OF GARAGE O L I I I I I 11— III — III —III I ELEV. -2'-F2' I DRAWN � M . EXISTING RESIDENGE L ,III I I III I I I_I I I —III- , +10.3 N.C;.V.DJ —I I K THIS AREA FROP05ED GARAGE CONVERSION NO WORK RE —o — EX15T. GONG. FOOTING JOB NO. -- SEALANT J1„C STUCCO FINISH PROPOSED RIGHT ELEVATION — 8' G.M.U. W/ I#5 IN FILLED CELL SCALE 1/4" = 1' -0" DOCK JAM DETA � WALL SECTION SCALE: 3 '_V -0 ' SCALE 3/4" = 1' -0" SHEET NO. I OF 0 0 ' r 'n EXISTING EXISTING TOP OF TS 1111 IL I L Hill 11111 11 111 Hill III TOP OF TS ELEV. V -10' MF ELEV. V-10 ARCHITECT ORESTES LOPEZ -RECIO AR0009350 } > EXISTING EXISTIN 1700 S.W. 57 AVENUE 0 Z �w SUITE 222 GONC_ LINTEL- 5EA MIAMI, FLORIDA 33155 x > EXISTING TELEPHONE (305) 360 -2836 w r EXISTING (786) 566 -9673 NEW 24640 H.R. I - - - - FINISH FLOOR v v . v ELEV. 0' -0' x 4 PT. WD. BLOCKING I ( +12.7' N�s.V.D.) 1 a o a p p NEW I I q J FINISH FLOOR 1 x 4 PT. FURRING (+ - - - - - a a I a ELEV I0b3' N G.V.D.) v v 1/2" DRYWALL EXISTING TOP OF GARAGE ELEV. -2' - 5' E X 15TING RESIDENCE STUCCO 1/4" DRYWALL PR OPOSED GARAGE CONVERSION _ NO WORK THIS AREA TT 7 77- - CAULK 1/4 "0 x 2 3/4" TAPGON W/ PROPOSED LEFT ELEVATION PERIMETER CAULKING AND A MIN. EMBEDMENT OF 1 BARK BEDDING 1/4 INTO GONG. SPACED 4' FROM ENDS 4 BALANCE a 12' O.C. SCALE 1/4" =1' -0" HEALD 1#5 IN FILLED CELL I x 4 PT. WD. BLOCKING CAULKING 11 11 all 111 11 ME, I 1, 11 1 mil 1 11 1 1 EXISTING TILE ROOF EXISTING EXISTING T TOP OF TS OP OF TB ELEV. 8' -10' - - - - ELEV. V -10' • • WEATHERSTRIPPING D 1/4 "4> x 2 -3/4' TAPCON W/ A MIN. EMBEDMENT OF 1 -1/4" 8 EXISTING INTO CONC. SPACED 4' z FROM ENDS 4 BALANCE a +- EXISTING cD 0 � � 12 O.C. X w 0 TOP OF EXIST. T.S. NEW 2020 H.R. u; PERIMETER CAULKING AND - - ELEV 9' -4" �2 BACK BEDDING NEW 6030 H-R. EXISTING EXISTING FINISH FLOOR STUCCO FINISH FLOOR ; _ - - - - - - - " � - , - EXISITNG 2 X 6 ELEV_ 0' -0' ( +12.7' N.G.V.D.) WODD RAFTERS (+12.1' N.G.V.P.) ELEV. 0' -0' N W E FINISH JAMS ELEV. FLOOR 1/2' DRYWALL CEILING ON ( +10.63' N.G.VD) .. u SNAP IN GLAZING BEAD EXISTING (TYPICAL) 3 1/2' METAL CHANNELS g 16' O.C_ TOP OF GARAGE PROVIDE R -30 BATT ELEV. -2' -5 EXISTING RESIDENCE EXISTING RESIDENCE VINYL WEATHER S INSULATION TRIPPIN (+103 N.G.V.D.) NO WORK THIS AREA PROPOSED G ARAGE CONVERSION NO WORK THIS AREA � Z AS PER WINDOW Vl MANUFACTURE IX4 PT. FIRE CAULK STOP PERIMETER CAULKING BACK BEDD ARBLE SILL EXIST. CONC. TIE BEAM PROPOSED REAR ELEVATION Ivi SCALE 1/4" = 1' -0" T � p p Q ip v V1 PRECAST. CONT. SILL 1 X 4 P.T. WD. FIRE STOP a 5 V -0' HT. MAX. AS PER R 4409.12.1 FBG 2004 0. CE35 W ID E I A I L- 5 1/2' DRYWALL OVER I' x 2' PT NOTE:ANCHOR COAN'S AS PER MANUF. SPECS. a 16" O.G. PROVIDE R WALL N.t.S. INSULATION WOOD BASE EXISTING EXISTING I/2" GYPSUM WOOD BOARD I X 4 P.T. WD. EXISTING 8' CONC. BLOCK WALL TOP OF TI3 - - TOP OF TB O L NAILER ELEV. 8' -10' ELEV. S' -0' 1 x 4 PT. WOOD FURRING • 2 -5/8' CDX PLYWOOD- FLOOR 2 x 4 PT. WOOD BLOCKING W/ 1/4 "0 x 2 -3/4" LONG TAP -CONS AT 12' O.G_ u. / \ STAGGERED- 4" FROM TOP 2x4 WOOD JOIST - AND BOTT. 24" O.C. / \ ' REVISIONS WOOD CASING TRIM / \ NG EXISTING CONCRETE 5LA5 --- NEW 3030 H.R. 0 z WD. DOOR FRAME _ _ FINISH FLOOR \ / r ANCHORED TO WOOD ELEv. - - X BLOCKING AS PER \ / Lu PRODUCT APPROVAL (SEE \ / ANCHORING INSTALLATION) EXISTING \ / I I =1I 1 =1 I1 =1I I -111 =1 I1 =1 1 =1 I1 =1 I = I FINISH FLOOR — _ — — — — — — — — — - -I 11 —I II I— III — III — III —I i I— III —I 11 =I I �� ELEV. I III -1 11 =1 11 =1 I I -1' I I -1 11 =1 I I -1 I I -1 I I r +12.1' N .G.v.D.) I I I II 1 =1 11 =1 11 =1 I M I I —I 1511 1 =1 I I= NEW EII1 =1I1=111 —III — I II— III = 111 =111 —III _ FINI51� FLOOR �►T� 04/11/09 a l= 1111 =1I1 -1I1= 1I1 =1I1 =1I1 =1II —II1= = 111= 111= 111= 111= 111= 111= 111 =1II -' — — — = ELEV. -2' -1' a METAL CLAD HOLLOW =111 =111= III - III = III -111 — III =11 III — III =111= III — III =III =III =III =I ( +10.63' N.G.V_D_) = =mm — DOOR r SEE SCHEDULE 11 FI I I -1 11 =1 11 =1 I =1 11 1 -1 I I- - 11 1= 11 1 =1 11 =1 I I -1I I -1 11=1 11 =1 I' SCALE: AS SHOWN FOR SIZE) -I =1I EXISTING = — — — — — — = 1= = ==I II= III I II III_III= _III— III — III - 111_111 I1 1I1 I 111 -111 -= - - - - -- --- - = =1 I I � I I I— III — III — III — III —I 11— I— III — III — = I I I� I I— III —III —I I -1 1 =1 1 =1 1 =1 11 =1 11 =1 I I -1 1 =1 I ;I ='- - TOP OF GARAGE O L EXISTING RESIDENCE ° ''I =111— III =III III — III — III -1' ELEV. -2' -5' DRAWN ML. -I ;I II , II 1 =TI- ' NO WORK TH15 AREA PROPOSED GAR CONVERSION EXIST. CONC. FOOTING JOB N13. SEALANT STUCCO FINISH PROPOSED RIGHT ELEVATION JAM �� ®® a _ 8' G,M,U. W/ I IN FILLED CELL SCALE 1/4" = 1 4_011 ( [)CS JAM DETA L WALL SECTION 5CALrz: 3' 2 V -0' - SCALE 3/4" SHEET No. 1 o f e p �. a - PROVIDE DOUBLE LUGS PLUMBING GENERAL NOTES- TYPE SQUARE 'D' or APPROVED EQUAL IN BUS 125 AMP5 MA EXIST. 3 "1 THWN IN 1 - C- SERVICE NEW ELECTRICAL 1Q SURFACE AIG 10,000 S NEUTRAL 125 AMPS I. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NEGESSARY FOR THE 8. ALL ABOVE GROUND WATER PIPING SHALL BE CPVC OR EQUAL (ASTM D- 2846 EXIST ). INSTALLATION OF A COMPLETE PLUMBING SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE . SERVICE VOLTAGE S 1 0 - 3N1 SUBPANEL - MAINS L.O. APPLICABLE EDITION OF THE FLORIDA BUILDING CODE, ALL OTHER APPLICABLE STATE, 9, ALL HOT WATEF' PRESSURE AND TEMPERATURE RELIEF PIPING SHALL BE GPVG OR EQUAL BY FPL MOUNTIMOUNTING URFACE COUNTY AND LOCAL CODES AND ORDINANCES. (ASTM D- 2846). TOTAL COND CKT. CKT. COND TOTAL AMPS LE WIRE REMARKS REMARKS WIRE POLES AMPS 2, THE CONI RACTOR SHALL PAY ALL CO5 T 5 OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL 10. ALL AIR CONDITIONING CONDENSATE DRAINAGE PIPING SHALL BE SCH. 40 PVC, (ASTM D- Q VA SIZE+ NO. NO. SIZE+ Y.A. To THE COMPLETION AND TESTING OF THIS WORK. UPON FINAL ACCEPTANCE, A CERTIFICATE FROM 2662), EXCEPT WHEN INSTALLED IN RETURN AIR PLENUM WHERE COPPER TYPE 'DWV' OR I 17- THE LOCAL INSPECTION AUTHORITY SHALL DE FURNISHED TO THE OWNER. EQUIVALENT MUST BE UBED. 1 60 2 14000 I' 6 NEW INSTANT 11,1 I 2 EXIST. PRYER IQ 1/2' 5000 2 30 NEW ELECT. METER d 3 4 * AN EQUIPMENT'S SHALL BE NEW OF U.S. MANUFACTURER AND OF GOOD QUALITY 200 A. PANEL COMBO O = 3. E CTIVE D E P * 11. ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY ACCESSORIES SUCH AS STOP (NEMA 3R) 20 1 600 1/2' 4 12 NEW LIGH REcEP.CrFI 5 6 EXIST. WASHER 12 v2° rpoo I 20 ALL MA OF RESPECTIVE KIND GRADE, AND MUS BE FURNISHED SO AS TO PREVENT ANY DELAY I L THE VALVES, P TRAPS, SUPPORTS, P d T VALVES, ETC., AS REQUIRED. ALL EXPOSED PIPING PROGRESS 5 THE WORK. ALL WORK THROUGHOUT SHALL BE PERFORMED IN A WORKMANLIKE AT FIXTURES AND EQUIPMENT 5HALIL BE CHROME PLATED 5RA56 PIPE OR TUBE. PROVIDE SHUT 15 I 600 I/2' 14 NEW LICsHTINCs 1 8 NEW RECEPTACLES @ 1r1' 600 I 20 MANNER BY SUFFICIENT NUMBER OF SKILLED WORKMEN. OFF VALVES AND UNIONS TO ALL FIXTURES, ETC., REQUIRING WATER SUPPLY. PROVIDE DIELECTRIC EXIST, 125 AMPS DISC. 20 I 1,200 1/2' IZ A/C MINI SPLIT 9 10 NEW OUT RECEP. lZ 1/2' 600 I 20 Il k If 4. CONTRACTOR SHALL VISIT THE SITE AND REVIEW ALL PERTINENT UTILITY DRAWINGS TO FAMILIARIZE COUPLINGS AS REQUIRED. FOR ALL COPPER PIPING CONTRACTOR MUST USE 95/5 SOLDER. FOR EXIST. SUB -PANEL A HIMSELF WITH THE LOCATION OF ALL EXISTING AND/OR PROPOSED UTILITY STUB OUTS, PIPING, PROVIDE WATER HAMMER ARRESTOR TO EACH FIXTURE AS REQUIRE. EXIST. 125 AMP5 SPACE 11 12 SPACE WORK. 12. - SS FRAMES AN ES AS P ROVIDE GLEAN OUTS (WITH CHROt 1E PLATED WALL OR FLOOR ACCESS COVERS NEW NEW AMPS DISC. SUB -PANEL A P 13 14 ARCHITECT EQUIPMENT, ETC., AND MAKE DUE ALLOWANCES FOR ANY CONDITION AFFECTING H15 FOR NEW SUB -PANEL B C WV REQUIRED) AT THE BASE OF ALL WASTE AND /OR VENT STACKS. PROVIDE PITCH PANS d LEADS Q 15 16 NEW OUTSIDE LIGHTING 14 1/2' 600 I 15 (ASTM D- 266210- 3034). '� DRAINAGE 5. ALL UNDERGROUND 34) SAN $ STCR DRA AND D FITTINGS SHALL BE Pv D FLA5HING5 FOR ALL SANITARY 5Y57EM VENTS. ORESTES LOPEZ -RECIO 6. ALL ABOVE GROUND SANITARY d STORM DRAINAGE BRANCH d VENT PIPES AND FITTINGS SHALL 13. ALL HORIZONTAL WASTE PIPING SHALL BE SLOPPED AT 1 /8" PER FOOT, UNLE65 OTHERWISE NOTED. DEMAND LOAD : 22,523 W = 94 AMPS FEEDER : NEW 3'1 THWN - 1 -'/4' C. 1Q AR0D09350 BE PVC -DWV (ASTM D- 26620 3034). 14. CONTRACTOR SHALL VERIFY SLOPE AND DEPTHS AND LOCATIONS OF CONNECTION POINTS TO EXIST. I (SEE LOAD CALCULATION) FED FROM EXISTING SERVICE. ALL UNDERGROUND WATER PIPING SHALL BE GPVG OR EQUAL (ASTM D- 2846). PRESSURE OR DRAINAGE LINES BEFORE STARTING WORK I XIST. 3 11 1 THWN IN 1 - C- 1Q THE USE OF ROMEX 15 ACCEP7Ai3LE 1700 S.W. 57 AVENUE SUITE 222 PLUM5INC LEGEND FLUM51NG FIXTURE 5CHEDULE WAT HAMMER ARRE5TER 5CHEDULE MIAK FLORIDA 33155 SYMBOL FIXTURE TYPE TRAP C.W. H.W. DESCRIPTION EXIST. 1 *4 CU (GRID PER NEG. ELE CTRIC AL NOTES: ELE C TRICAL LEGEND: TFI YHO14D (305) 360- - -- SANITARY SEWER LINE SIZE ' SIZE CONN. SIZE I 1. OUTSIDE RECEPTACL RE CE P TACL E S AT ATH GA AG AN 6 FEET FROM KITCHEN SINK SHALL CFI (786) 566 -9673 - - - - - - VENT LINE WATER CLOSET 3 rp" - PD - - - - L LE , B G D EE R E LL BE $ SWITCH lJ/ 2. SMOKE DETECTOR HARDWIRED TO KITCHEN OR BATHROOM N0N- SWITCHA5LE No GFI LIGHTING CIRCUIT A (1 -11 F.U.) 1/2 " INTERCONNECTED AND WITH BATTERY BACK -UP THREE -WAY SWITCH - - -- - L CONDENSATE DRAINAGE L NE EXIST. TWO 5/S x10 COPPER O LAVATORY 1 % �� %" CLAD GROUND RODS 3. ELECTRICAL METER AND PANEL LOCATION MAY VARY AS PER SERVICE ENTRANCE LOCATION GTG GLEANOUT TO GRADE 5 112 -32 F_U.) 314 BOND TO A 3/4" COPPER DIMMER SWITCH [54 SHOWER 2" �a" �z" W/ ANTI -SCALD VALVE WATER PIPE STUB -OUT 4. ELECTRICAL CONTRACTOR TO COORDINATE SERVICE WITH F.P.L. $ G (33-60 F.U.) I° 3 THREE -WAY DIMMER SWITCH - - -- - COLD WATER (G.W.) LINE 5. ALL "J' BOXES SHALL COMPLY WITH N.E.C. 370 -11A. D Ix DISCHARGE INTO GARBAGE DUPLEX RECEPTACLE - - HOT WATER (H.W.) LINE c'_� DISHWASHER �� DISPOSAL UNIT. D (61 -113 F.U.) I" 6. ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE - PRESS. d TEMP. RELIEF LINE � WASHING MACHI. 2" ��a" %° E (114 -154 F.U.) I" ELE RI 5E 'n�,� INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) � POLED DUPLEX RECEPTACLE INDEPENDENT CIRCUITS FROM THOSE IN THE HABITAT AREAS. m C� SINGLE RECEPTACLE �Q- GATE VALVE NOTE: ALL DRRAIN PIPING UNDER SLAB SHALL BE 2" MIN F (155 -330 F.U.) 1" 1. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION HOSE 5155 2" d LESS DIA DRAIN a 1/4" DROP 3" d 4' DIA DRAIN a 1/V DROP PLUMBING AND DRAINAGE INSTITUTE STANDARD WP-201 S. A/C COMPF2ESSOR SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION SPECIAL RECEPTACLE FAN COIL UNIT VE3 VACUUM BREAKER SECURED TO WALL, '1 MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION CEILING MOUNTED FIXTURE AS PER MANUR SPECS HEAVY DUTY 9" x 9' 10. ELECTRICAL CONTRACTOR SHALL CONFER W/ FLORIDA POWER 4 LIGHT To LOCATED THE ELECTRIC VI V VALVE IN VERTICAL TOP OF PAVING ACCESS COVER AND FRAME METER TO COMPLY W/ FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. WALL MOUNTED FIXTURE VTR VENT THRU ROOF SITE fN Z EXHAUST FAN AFF ABOVE FINISHED FLOOR LEVEL \\ %�� %��% BEFORE BIDDING, CONTRACTOR SHALL PERFORM A THOROUGH INVESTIGATION OF CONCRETE VALVE BOX ACTUAL CONDITIONS AT THE JOB SITE, AND INCLUDE WORK REQUIRED TO FLOODLIGHT -� FG® FLOOR CLEAN OUT INTRODUCE SYSTEM COMPONENTS INTO EXISTING 5TRUCTURE5, AND TO CONNECT OR c ' MODIFY EXISTING SYSTEMS AS INDICATED ON DRAWINGS OR NEE551TATED BY THE TV -- - {�f -- CHECK VALVE CAST IRON FERRULE W/ GASt I INSTALLATION. PERFORM ALL SUCH WORK WITHOUT ADDITIONS TO THE CONTRACT TELEVISION ANTENNA FIELD C ®ORD f NAT i ON N ®�� BRONZE COUNTERSUNK PLUG � COST. CLEAN OUT EXTENSION PIPE WHERE INDICATED ON DRAWINGS REMOVE OR RELOCATE EXISTING SYSTEM TELEPHONE JACK SAME SIZE AS BUILDING SEWER COMPONENTS AND PROPERLY PATCH AND FINISH RESULTING OPENINGS IN THE T EVERY CONTRACTOR SHALL COORDINATE IN FIELD W/ OTHER TRADES PRIOR START OF OR DRAIN AND 6" MAXIMUM. BUILDING STRUCTURE WITH THE SAME MATERIAL AS THOSE OSE ADJACENT TO THE T DATA JACK CONSTRUCTION FOR THE 5TRUCTURAL BEAM, SLAB, TRUS5ES, ARCHITECTURAL DETAILING AS OPENING. PRE -FAG FORMS, REVELING, CEILINGS, ARCH WITH THE LOCATION OF CEILING OR WALL GRILLES, CONDENSING UNIT 45 °+ BZ AIR GRILL SOLDERED ® SMOKE DETECTOR W/ DUCT WORKS, RETURN GRILLES, LIGHTING FIXTURES, 5WITCHE5, RECEPTACLES OR ANY OTHER ELBOW AT SD BATTERY BACKUP DEVICES. AND TO NOTIFY ARCHITECT/ ENGINEERS IF ANY CONFLICT OCCUR PRIOR ITS BUILDING DRAIN OR SEWER BOTH ENDS �. ELECTRICAL LOAD CALCULATION INSTALLATION, NO ADDITIONAL CO5T TO OWNER GAN BE APPLIED. SECURE GU TO GONG. � � []J DISCONNECT SWITCH I 3/a' ANCH OLTS CAULK LINES WITH I EXISTING RESIDENCE 23,502 VA. AS PER SPECIFICATIONS o ELASTOMERIC ELECTRIC PANEL Q - CONCRETE PAD E O MATERIAL AT BOTH I TPOT SED ADDITIO 46 22,523 VA. , 025 VA. ENDS. MQ� ELECTRIC, METER J c I III �( OUT °� /� DEMAND LOAD =46,025 WATTS = 192 AMPS a 2401120 V WP WEATHER PROOF • • 0 MODEL MAX. VOLTS MAX. TWO WAY EXTERIOR CLEAN OUT DE I AIL � EXISTING SERVICE SIZE = 200 AMPS. VP KW at 220 Y AMPS at 220 Y VAPOR PROOF N.T.S. \ PROVIDE 1100% ELECT, PANEL W/ 3 1 THIIJN 1 -'i4" C. INSTANT GS O O E XIST. 1/2' WATER SERV. (VIF) -- \ CEILING FAN /LICxNT 145/2 14.0 KW 220 V 58.3 SHUT -OFF VALVE IN YERT. / O W. HTR. 1 1/2' HOSE BIBS (HB) FROM WATER METER (SEE SITE VERIFY AT 51TE 45° ELBOW �M O O PLAN FOR LOCATIONa 3/4' COND. DRA1N 6' ABOVE G WADE R}F. 2DE AIL LINES PvG SG; - 1.40 PIPE SOFT COPPER REFRIGERANT EXIST. �E�. AND 12' OFF WALL EXIST. 2 PIPEDIA_ OVER DIA. PIPING UNDERGROUND WP BIO OF COPPER TUBING rfI MINI 5FL IT 5Y5TEM UN MOUNTING DETAIL EXIST. JAV EW NE co N.T.S. 58 AHU -M EXIST. M TWO ' r gg BS NEW BATH EXIST. 3' SAN. LINE 3'(9 FU) s 1/8 SL/FT EATH M CONNECT TO EXIST. SEPTIC TANK (SEE SITE PLAN) CONTRACTOR TO B7 B7 TH RU ROOF W/ RODFCAP, BATHROOM EXN. NW TO FIXTURES FROM SERV. COLD I VERIFY IN FIELD EXACT LOCATION. E D WATER B5 B BD. AND BIRD SCREEN N PROVIDE CORROSION COF STRUCTURE PROFILE B. ESISTANT SCREEN. SETS TANKLE55 WATER HEATERS NEW Q TO E REP ACED, SEE ARCHITECTURAL AND 51RID . OFFIICE I o ° 4 1 EXH DRYER �T1 � OFFICE TO NEW 3' VTR PROVIDE CORROSION RESISTANT SCREEN B8 EXIST. W.H. I THRU W/ V NOTE: MINIMUM 100 AMP SERVICE TO HOME REQUIRED M HTR TO BE REPLACE; 52/ 4 o BACK DRAFT DAMPER WHOLE HOUSE WATER HEATER 145 -2 SPECIFICATIONS V FOR NEW INTANT ❑ (NOT SCREENED) Z DIMENSIONS:- - - - - -- 13.5' x 16' x 3' SK WEIGHT:------ - - - - -- 19LB5 UJ1/D BI /3 RR Bl B7 EXI MATERIALS:-- - - - - -- COPPER EXCHANGER, ALUMINUM CASING - STACKABLE 4 -16D NAILS PIPE FITTINGS: - - - - -- 3/4' STANDARD PIPE / ASTM 15-88 THRU PLYWOOD � PROVIDE S DRYER MAKE- - AR VOLTAGE:---- - - - - -- 240 VOLTS I LAUNDRY [NISHERO FROM SUB PANEL Bi N I I MAX. AMPS:-- - - - - -- 58.3 AMPS At 240V (2x35, OR 1x70 AMP double pole circuit breakers required) B8 LA DRY KW / ELEMENTS 14 KW / 2 ELEMENT Bl FREQUENCY:- - - - - -- 50/60 HZ ENERGY EFFICIENCY: 9790 k DM ACTIVATION FLOW RATE: 0.25 GPM DUCT FR UNIT (SE PLAN FOR SIZE d TYPE) 51 OPERATING RANGE: 5 -150 PSI 3/4' T WA PROTECTION:- - - - - -- THERMAL TIE O EXI WARRANTY:--- - - - - -- 5 YEARS HEATING CHAMBER ( NTRA OR Y .) 3 YEARS ELECTRICAL COMPONENTS TYPICAL. ROOF CAP DETAIL e DRY AN D/OR, TOI E XH. EXIST. 3/4' WATER SERV. (VIF) E 15T f ST f C �-EX15 N.T.s. SHUT-OFF HSE BLEB (HS) FROM WOOD ml WOOD DECK WATER METER (SEE SITE I�1 R PLAN FOR LOC ATION.) Q - I I EXIST. 200 AMP CU M/AHU SGHEDULE EXIST. 200 AMPS ELECT. METER/ ELECT. METER/ GOMBO. NEMA 3R MINISPLIT SYSTEM COMBO. NEMA 3R M MR SLIM DUCTLESS MITSUBISHI M _ T _ INDOOR UNIT PKA- AIEGAL OUTDOOR UNIT PUZ- AIBNHA TOTAL COOLING 16,000 BTUH O HEATING a I ° 13,000 5TUH � REVISIONS N ®® A I SEER 14.1 ® ® 0 0l/17/0 DEPTM. 1 9 ML. INDOOR UNIT ° I POWER SUPPLY 208/230/1/60 1ST. IT EN I I I IST G MAX FUSE SIZE 15 AMPS ITC EN I I I 1ST G D O MIN AMPACITY 1 AMP I D O I AIR FLOW 290 - 315 -350 CFM I EXI I OUTDOOR UNIT I I Ex( ATE ' ®4/11/09 VIN ROM EXIST. CU POWER SUPPLY 208123011/60 YIN ROM EXIST. cu - MAX FUSE SIZE 20 AMP - SCALE 45 SHOWN MIN AMPAGITY 13 AMP SUB -P NEL REF LINES 1 /4'/ 11/2 UB -P NEL 7 DRAWN: ML. x 1ST - f5T AN Y ANT Y JOB NO. - -- - - -- - - EXN FAN SCHEDULE EF -1 SHALL BE GROAN MODEL 670 -8 120V/IPH /60 NZ PARTIAL PLUMBING FLOOR PLAN 1/4 SP 50 CFM W/ SACKDRAFT DAMPER PARTIAL ELECTRICAL & MECHANICAL FLOOR PLAN EMF=1 SCALE 1/4" = 1' - 0 " SCALE 1/4 = 1' - 0 " J V) SHEET NO.: 1 OF it PROVIDE DOUBLE LUGS FL1 M5 it IG GENERAL NOTES: L O°rE , TYPE SQUARE 'D' or APPROVED EQUAL NEW ELECTRICAL MAIN 8U5 100 ,AMPS , MATERIALS AND EQUIPMENT NECESSARY FOR THE `� 8. ALL ABOVEGROUND WATER PIPING SHALL BE GPVC OR EQUAL (ASTM D- 2846). EXIST. 3 *1 THWN IN 1 - G. SERVICE NEUTRAL 10 AMPS I. THE CONTRAC SHA L FU�ISH ALL LABOR €XIST. S ERVICE VOLTAGE 240/120V 1 0 - 3/W 5U5PANEL - MAINS L.O. INSTALLATION OF A COMPLETE PLUMBING SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE BY FPL MOUNTING SURFACE Alc 10000 APPLICABLE EDITION OF THE FLORIDA BUILDING LODE, ALL OTHER APPLICABLE STATE, 9. ALL HOT WATER PRESSURE AND TEMPERATURE (RELIEF PIPING SHALL BE GPVG OR EQUAL COUNTY AND LOCAL CODES AND ORDINANCES. (ASTM D- 2846). AMPS LE TOTAL GOND WIRE REMARKS CAT. CKT. REMARKS WIRE COND TOTAL POLE AMPS 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL 10. ALL AIR CONDITIONING CONDENSATE DRAINAGE PIPING SHALL BE SGH. 40 PVC (ASTM D- VA SIZE+ NO. NO. SIZE+ VA. To THE COMPLETION AND TESTING of THIS WORK UPON FINAL ACCEPTANCE, A CERTIFICATE FROM 2662), EXCEPT WHEN INSTALLED IN RETURN AIR (PLENUM WHERE COPPER TYPE 'DWV' OR 30 2 4,500 3/4' 10 EXIST. WATER HEATER 1 2 EXIST. DRYER 10 1/2' 5,000 2 30 THE LOCAL INSPECTION AUTHORITY SHALL BE FURNISHED TO THE OWNER. EQUIVALENT MUST BE USED. O NEW ELECT. METER d 3 4 200 A. PANEL COMBO NEW 100 AMPS 20 1 600 1/2' 12 NEW BATH RECEP. GPI 5 6 EXIST. WASHER 12 1/2" 1,500 1 20 N OF GOOD QUALITY _ AND EQUIPMENT'S SHALL BE NEW, OF U.S. MANUFACTURER A II. ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY ACCESSORIES SUCH AS STOP 3. ALL MATER H (NEMA 3RJ 5UB PANEL $ TO VENT ANY DELAY IN THE OF RESPECTIVE KIND GRADE, AND MUST BE FURNISHED 50 AS PRE A U10 KMAN IKE VALVES, P TRAPS, SUPPORTS, P d t VALVES, ETC., A5 REQUIRED. ALL EXPOSED PIPING PROGRESS OF THE WORK ALL WORK THROUGHOUT SHALL $E PERFORMED IN R L AT FIXTURES AND EQUIPMENT SHALL BE CHROME PLATED 5RAS5 PIPE OR TUBE. PROVIDE SHUT 15 1 600 1/2 14 NEW LIGHTING T S NEW RECEPTACLES 12 1/2 600 1 20 MANNER BY SUFFICIENT NUMBER OF SKILLED WORKMEN. OFF VALVES AND UNIONS TO ALL FIXTURES, ETC.,, REQUIRING WATER SUPPLY. PROVIDE DIELECTRIC EXIST. 125 AMPS DISC. 2D I 1 X00 i/2' 12 A/C MINI SPLIT 9 10 NEW OUT REGEP'. 12 i/2' 600 I 20 ki COUPLINGS A5 REQUIRED. FOR ALL COPPER PIPING CONTRACTOR MUST USE 95/5 SOLDIER. FOR EXIST. SUB -PANEL A SPACE II 12 SPACE 4. CONTRACTOR SHALL VI51T THE SITE AND REVIEW ALL PERTINENT UTILITY DRAWINGS TO FAMILIARIZE PROVIDE WATER HAMMER ARRESTOR TO EACH FIXTURE AS REQUIRED. EX15T. 125 AMPS HIMSELF WITH THE LOCATION OF ALL EXISTING ANp /OR PROPOSED UTILITY STUB OUTS, PIPING, SUB -PANEL A EQUIPMENT, ETC., AND MAKE DUE ALLOWANCES FOR ANY CONDITION AFFECTING HI5 WORK. 12. PROVIDE CLEAN OUTS (WITH CHROME PLATED WALL OR FLOOR ACCESS FRAMES ANp COVERS AS NEW NEW AMPS DISC. 13 14 ARCHITECT AT THE BASE OF ALL WASTE AND /OR VENT STAGKS. PROVIDE PITCH PANS d LEADS FOR NEW SUB -PANEL B N SANITARY d STORM DRAINAGE PIPING AND FITTINGS SHALL BE PVC-DV REQUIRED 15 16 NEW OUrSlDE LIGHTING 1a In' 600 I 15 5. ALL UNDERGROUND W FLASHINGS FOR ALL SANITARY SYSTEM VENTS. ORFSTFS LOPEZ -RECTO (ASTM D- 26620- 3034). 6. ALL ABOVE GROUND SANITARY d STORM DRAINAGE BRANCH d P ENT PIPES AND FITTINGS SHALL 13. ALL HORIZONTAL WASTE PIPING SHALL BE SLOPPED At 1 /8 PER FOOT UNLESS OTHI =RWISE NOTED, DEMAND LOAD 13,400 W = 56 AMPS FEEDER = NEW 3*3 TNWN - 1 AIt0Op935p (SEE LOAD CALCULATION) FED FROM EXISTING SERVICE. BE PVC - DWV (ASTM D 26621D 3034). 14. CONTRACTOR SHALL VERIFY SLOPE AND DEPTHS AND LOCATIONS OF CONNECTION POINTS TO EXIST. I 1. ALL UNDERGROUND WATER PIPING SHALL BE CPVG OR EQUAL (ASTM D- 2846). PRESSURE OR DRAINAGE LINES BEFORE STARTING WORK 1 L NEW 3 *3 THWN IN 1 - /4 C. THE USE OF ROMEX 15 ACCEPTABLE I 1700 UiT AVENUE PJ_UM5ING FIXTUR & WAT HAMMER ARRESTER SCH MIAMI, FLORIDA 33155 SYMBOL FIXTURE TYPE TRAP C.II. H.V. DESCRIPTION EXIST. 1 0 Gu (GRD PER NEC. ELECTRICAL NOT( =S: ELECTRICAL LEGEND: T��o�' C" 36D-20 ('786) 5669673 SIZE 1. OUTSIDE RECEPTACLES, RECEPTACLES AT BATH, GARAGE AND 6 FEET FROM KITCHEN SINK SHALL 15E GFI � P.D.(. SIZE CONN. SIZE L $ SWITCH UV WATER CLOSET 3" 1 - - - - - 2. SMOKE DEt1 =CTOR HARDWIRED TO KITCHEN OR BATHROOM NON- SWITCHAE5LE NO GPI LIGHTING CIRCUIT A (1 -11 F.U.) 1/2' INTERCONNECTED AND WITH BATTERY BACK -UP THREE -WAY SWITCH EXIST. TWO 5 /8"x10' COPPER O LAVATORY 1 /2 ° 1 /2' 1 h" CLAD GROUND RODS 3. ELECTRICAL METER AND PANEL LOCATION MAY VARY AS PER SERVICE ENTRANCE LOCATION DIMMER SWITCH B (12 -32 F.U.) 3/4° BOND TO A 3/4" COPPER SHOWER 2 �2 /2" W/ ANTI -SCALD VALVE WATER PIPE STUB -OUT 4. ELECTRICAL CONTRACTOR TO COORDINATE SERVICE WITH F.P.L. �o THREE -WAY DIMMER SWITCH G (33 - 60 F.U.) 5. ALL "J' BOXES SHALL COMPLY WITH N.E.G. 310 -11A. x , ° DUPLEX RECEPTACLE L_ DISHWASHER /2 DISCHARGE INTO GARBAGE DISPOSAL UNIT. D ((01 -113 F.U.) I �� 6. ELECTRICAL OUTLI =TS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE C INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) � POLED DUPLEX RECEPTACLE WASHING MACHI. 21 E (114 -154 F.U.) I" INDEPENDENT CIRCUITS FROM THOSE IN THE HABITAT AREAS. SINGLE RECEPTACLE NOTE: ALL DRRAIN PIPING UNDER SLAB SHALL BE 2" MIN F 1155 -330 F.U.) I° 1. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION 2' d LESS DIA DRAIN 9 1/4" DROP SPECIAL RECEPTACLE 3' d 4" DIA DRAIN a 118" DROP PLUMBING AND DRAINAGE INSTITUTE STANDARD WP-201 FAN COIL UNIT 8. A/C COMPRESSOR SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION SECURED TO WALL 9. MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION CEILING MOUNTED FIXTURE AS PER MANUF. SPECS HEAVY DUTY 9" x 9" 10. ELECTRICAL CONTRACTOR SHALL CONFER W/ FLORIDA POWER d LIGHT TO LOCATED THE ELECTRIC WALL MOUNTED FIXTURE TOP OF PAVING ANp ESRSgCOVER PL UM15ING LEGEND METER TO COMPLY W/ FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. SANITARY SEW €R LINE c � • H05E BIBS SITE INVESTIGATION ExHAUST FAN VENT LINE VB VACUUM BREAKER BEFORE BIDDING, CONTRACTOR SHALL PERFORM A THOROUGH INVESTIGATION OF CONCR VALVE BOX GD CONDENSATE DRAINAGE LINE ACTUAL CONDITIONS At THE JOB SITE, AND INCLUDE WORK REQUIRED TO FLOODLIGHT INTRODUCE SYSTEM COMPONENTS INTO EXISTING STRUCTURES, AND TO CONNECT OR GTCx GLEANOUT TO GRADE VIV VALVE IN VERTICAL �� MODIFY EXISTING SYSTEMS AS INDICATED ON DRAWINGS OR NECESSITATED BY THE TV CAST IRON FERRULE W/ GAS T INSTALLATION. PERFORM ALL SUCH WORK WITHOUT ADDITIONS TO THE CONTRACT TELEVISION ANTENNA BRONZE COUNTERSUNK PLUG _ VTR VENT THRU ROOF COST. GOLD WATER (C.W.) LIKE CLEAN OUT EXTENSION PIPE WHERE INDICATED ON DRAWINGS REMOVE OR RELOCATE EXISTING SYSTEM TELEPHONE JACK SAME SIzE AS BUILDING SEWER AFF ABOVE FINISHED FLOOR LEVEL T HOT WATER (H.W. LINE COMPONENTS AND PROPERLY PATCH AND FINISH RESULTING OPENINGS IN THE OR DRAIN AND 6" MAXIMUM. - - BUILDING STRUCTURE WITH THE SAME MATERIAL AS TH05F ADJACENT TO THE T �7 DATA JACK PT PRESS. d TEMP. RELIEF LINE - -� FGO FLOOR CLEAN OUT OPENING. CONDENSING UNIT 45 °+ SOLDERED ® SMOKE DETECTOR W/ CHECK VALVE GATE VALVE -� EL5 ENDS I a SD B ATTERY BACKUP BUILDING DRAIN OR SEWER * NOTE ELECTRICAL LOAD CALCULATION � DISCONNECT SWITCH FIELD COOT \ D I I * AT I OI V I ONE SECURE GU TO GONG. I � PAD ALL SIDES EXISTING RESIDENCE 28,320 VA. 3/8" ANCHOR BOLTS CAULK LINES WITH ELECTRIC PANEL _ EVERY CONTRACTOR SHALL COORDINATE IN FIELD W/ OTHER TRADES PRIOR START OF AS PER SPECIFICATIONS ELASTOMERIG I < CONSTRUCTION FOR THE STRUCTURAL BEAM, SLAB, TRUSSES, ARCHITECTURAL DETAILING AS MATERIAL AT BOTH PROPOSED ADDITIO 13,400 VA. BD ELECTRIC METER ENDS. PRE -FAG FORMS, REVELING, CEILINGS, ARCH WITH THE LOCATION OF CEILING OR WALL GRILLES, O I TOTAL 41,120 VA. DUCT WORK5, RETURN GRILLES, LIGHTING FIXTURES, SWITCHES, RECEPTACLES OR ANY OTHER CONCRETE PAD WEATHER PROOF DEVICES. AND TO NOTIFY ARCHITECT/ ENGINEERS IF ANY CONFLICT OCCUR PRIOR ITS DEMAND LOAD = 41,120 /240 WATTS = 114 AMPS a 240/120 V WP TWO WAr EXTERIOR CLEAN OUT DETAIL INSTALLATION, NO ADDITIONAL COST To OWNER CAN BE APPLIED. VP \ EXISTING SERVICE SIZE = 200 AMPS. VAPOR PROOF N.T.S. \ � PROVIDE 1009a ELECT. PANEL W/ 3" 3 THWN 1 - G. E XIST. 1/2 WATER SERV. (VIF) / \ d. O CEILING FAN /LIGHT SHUT -OFF VALVE IN VERB. d 1/2' HOSE BIBB (HB) FROM NEW O O WATER METER (SEE 517E VERIFY AT SITE - --- CU -M PLAN FOR LOCATION-) 45° ELBOW 3/4' BOND. DRAIN 6' ABOVE GRADE RE#=. LJNE ® PVC 5CH.4C PIPE SOFT COPPER REFRIGERANT AND 12' OFF WALL .�E l: t iL EXIST. EXIST. 2 PIPE DIA. OVER DIA. PIPING UNDERGROUND WI' BID OF COPPER TUBING GFI W MINI 5PL I T 3Y5T M UNIT MOUNTING DE TAIL EXIST. N_T.5- EXIST. NEW GO B8 AHU -M 8 N EW TWO WAY 88 BATH B EXIST. 3' SAN. LINE 3'(9 FU) a 1/8 SL/FT .4TH CONNECT TO EXIST. SEPTIC TANK 13l BT 4'0 BATHROOM EXH. LAV (SEE SITE PLAN) CONTRACTOR TO TABU ROOF R VERIFY IN FIELD EXACT LOCATION. BIRD EEN SCRIEE WC -- EXIST. 2 VTR IV.IF� O W/P CAP LOW PROFILE B.D.D. NEW B5 o B E PRO E SCREEN. B O oF STRUCTURE I PROVIDE CORROSION .. ROVIDE NEW ° ° TO BE REPLACED SEE ARCHITECTURAL AND BIRD SCREEN. OFF 4' EXH DRYER O BARK ROOF W/ O TO NEW 3 VTR �+ PROVIDE CORROSION RESISTANT SCREEN BACK DRAFT DAMPER EXIST. I `82/ F € IST. WN [ (NOT SCREENED) z H SK 3/4' Wk RELIEF v) Um/DR 6' ABOVE GRADE B� B7 BI /3 EXI R ' 0. STACKABLE AND 12' OFF WALL 4 -16D NAIL PROVIDr 100 SQ.IN. '" A TN R PLYWOOD LYWOOp B8 DRYkR MAKE -UP NEW ' CLEAR FROM NEW ELECT. B7 AIR GRILL LAUNDRY ROOF 5U5-PAN EL $ 88 N W Di LA DRY r DUCT FROM UNIT (5E PLAN FOR SIZE d TYPE) B7 3/4' OT W E TI TO E 5 IFS TYPI ROOD CAP D) E TA I L. DRYER AND /OR TOILET EXH. IE 5T. Y T s V. (VIF) •.. E 15T1 C3 � _EXIE;TING EXIST. 3/4 WA ER ER NTS � IN a 1 2 H05 BL<3� (1-15) FRROM f STf C WOO� K 1'�I R WATER METER (SEE SITE MI WOOD DEC PLAN FOR LOCATION.) - O EXIST. 200 AMP EXIST. 200 AMPS ELECT. METER/ CU- M /AHU -1" I SCHEDULE ELECT. METER/ COMBO. NEMA 3R COMBO. NEMA 3R M MINISPLIT SYSTEM M MR SLIM DUCTLESS MiTSU�ISNI D UNIT KA- Al2GAL O I INDOOR P - - - O - - I OUTDOOR UNIT PUY- Al2NHA -_ O TOTAL COOLING 12,000 BTUH REVISIONS ® ® I SEER 13.8 o INDOOR UNIT o IST. ST F1 I POWER SUPPLY 20$123011160 IT N T IT EN I I I 15T C MAX FUSE SIZE 15 AMP5 I I I IS G D O MIN AMPAGITY 1 AMPS I I I D O 1 AIR FLOW' 152- 229 -301 GFM EXI I OUTDOOR UNIT I I EXI I YIN RO M E XIST. CU - _ DATE � 04/11/01B - _ - POWER SUPPLY 20x/230/1/60 I VIN ROM EXIST. CU MAX FUSE 51ZE 15 AMP - SCALE: AS SHO I5T. E C . MIN AMPAGITY 14 AMP IST. E G . 1/ " 11/ „ UB - P NEL DRAWN: ML. 5UB - NEL REF LINES a / 2 `- 15T IST ' JOB NO. NT Y A EXH PAN SCHEQULE EF -1 SHALL BE GROAN MODEL 610's 120VAPH /60 HZ 1/4' SP 50 GFM W/ BAGKDRAFT DAMPER PARTIAL .ELECTRICAL & MECHANICAL FLOOR PLAN e PARTIAL PLUMEING FLOOR P LAN EMP if = 1 1 SCALE 1/4" = 1'411 SCALE 1/4 1 -0 't 4 o SHEET NO. I OF ROAD Filf"i ZUNI. impAcT FEE �lli l U 0 6 200 12 NS 1 0 Z ' - M COUI' TY APPROVED JUG! 17 2 ®... APPROVED DATE 0 ,TRUCTUk ® L , ELECTRICAL h PLUMBING f BLDG. SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REC_IJWIONS � x