Loading...
436 NE 94 St (11)' RESTORE EXIST. G ARAGE SETBACK PER APPROVAL OF CITY COUNC L HEARING ON 3 :1199 -85 5 SIDEWALK F N. FL2. 2nd FL R. 5.15' 0 r N 504' SCALE :1 " =20' 20' MN. FAXED 15 ALLEY 50.00 EX' ST. AaR EXIST. 2 STORY 2E5. No. 436 50 00' N.E. 34 th. STREET SITE PJ\N REPLACE ALL EXISTING WINDOWS AND NSTALL STORM SHUTTERS N z_ 300" MN. AND 44" MAX irt >TXGT;: OPEN 7 .L5 7.36 3. - 9' 399 0 L r EGRESS WINDOW DETAIL N.T.S. Ex 57. WATER - 1E — ER EX S7. 1' WAT.2 ' N REIMOVE EXIST, OPEN CARPORT EXIST. SEPTIC ANK RANT D PROPOSED ADDITION SETBACK PER APPROVAL OF CITY COUNCIL HEARING ON 3 -13-85 m EXIST WINDOW TO REMAIN LEGAL DESCRIPTION: LOT 8, BLOCK 51, MIAMI SHORES SECTION No. 2 SUBDIVISION ACCORDING TO THE PLAT THEREOF N PLAT BOOK No. 'O AT PAGE No. 37 PUBLIC RECCRCS CF DADE COUNTY, FLORIDA. AKA 4-30 N.E. 24 STREET, MIAMI SHORES, FLORIDA REVISION 5 -20 -O" 1 -) INCREASE HEIGHT OF CBS WALLS AT REAR ADDITION AND COVER TERRACE. 2 -) CREATE WALK.-IN CLOSET AT BEDROOM #2 PLUMBING WAS NOT REVISED HVAC WAS NOT REVISED - ELECTRICAL REVISION: ADDED L GHT . SW TCH TO NEW CLOSET BED. #4 ADDED LGHTS AT D_N AND MASTER BEDROOM SHEETS REVISED: A -1, A-2, A -3, E -1 111111111111111111111111111 lJEL T d PY?a ad c-r J LEGEND EXIST. 6 CONC. BL <. WALL NEW 6 CBS WALL EXIST. PARTITION NEW 4" PARTITION W/ 2 x 4 WOOD STUDS @ 10" O.G. AND ONE LAYER 1/2' GYPSUM DRYWALL EA. SIDE EXISTING NON - LOAD BEARING PARTITION TO BE REMOVED 111111111111111111111111111111111111111111 OPEN EXIST. PARTITION g. INSTALL 3' -0' x 6' 8' BI -FOLD DOORS. OPEN EXIST. PARTITION E INSTALL 4' -O" x 0--8" B! -FOLD DOOS REMOVE ALL EXIST. FXTURES AND BATH WALLS. RE- CONNSTRUGT BATH e. CLOSET AS SHOWN SECOND FLOOR PAN 4 m LIVING ROOM MET. FR. DRS. FIX GL (2) 2-6" - REMOVE EXIST. WOWS AND INSTALL FR. DOORS W/. SID ELITES AS SHOWN LINE OF BALCONY ABOVE FOYER BREAKFAST OPEN CBS ■L J i �■ 0 MIMI ad NM Rim IlMil ■ ■■P MN 1111 i _.uI! Ir' 2-0" x 0-8' KTCHEN NOTE: REMOVE EXST. NON - BEARING PARTITION AND CONSTRUCT NEW PARTITON W/ NICHE AT LOCATION SHOWN DNING ROOM IIIIIIII1111IIIIIIII 111111111I1111111111111111111111111 11101 EXIST WINDOW TO REMAIN 1111111111111111IFIF muraiir 1111 ■ ■ ■ ■J ■I i timid 1 ■■■a =_1 8 THICKENED SLAB — W/ 2 -r5 r' i A =aa NERIESEMI � ' P Illlllllllllll ■ at 11111•■•■ ■•• e.0 !�P■",■■■■■■■■ 11■1■ ■■ ■1111■■■■■ ail_■ ■1111■ ■ ■ ■ ■■■II II_ ■■■■■ ■■ ■■■ r/ 1 • COVERED TERRACE MIPM 11•■•■1111■■ •■ •■�►1 111•■1111■■■■■ ■■ ■u, _ 1I_ ■ ■ •■ ■ ■ ■ ■11■■ inaramerakma a ■■ EXST. GONC. FTNG. ■■ EXIST. 10 -"O 22 -8" WF -24 3 SH COVERED TERRACE 22' -0" (2) 25 SH W F -24 kb NEW DECORATIVE IRON RAIL GROUND FLOOR RAN SCALE 1/4" = 1 N NCREASE WND. OPENING r FIT 33 SH COLUMN SCHEDULE: MAR< SIZE REINF. REMARKS A 8" x 12" 4 - # 5 # 3 TIES @ 8" O.G. STARTER COL. SECURE TO EXIST. CBS \V/ # 5 S 12" LONG EMBEDDED 6' INTO EXIST. CONC. W/ EPDXY AT 30" D.C. MAX. B ��7 8 "x12" 4 - #5 TIE COL. W /4- # 5VERT.AND # 3 TIES AT 8" O.G. MIN. P C 8 "x16" 4 - #5 #3 TIES @6 D 10' x 16" 4 - # 5 10" x 10' COL. SLOCK RESTORE EXIST. G ARAGE SETBACK PER APPROVAL OF CITY COUNC L HEARING ON 3 :1199 -85 5 SIDEWALK F N. FL2. 2nd FL R. 5.15' 0 r N 504' SCALE :1 " =20' 20' MN. FAXED 15 ALLEY 50.00 EX' ST. AaR EXIST. 2 STORY 2E5. No. 436 50 00' N.E. 34 th. STREET SITE PJ\N REPLACE ALL EXISTING WINDOWS AND NSTALL STORM SHUTTERS N z_ 300" MN. AND 44" MAX irt >TXGT;: OPEN 7 .L5 7.36 3. - 9' 399 0 L r EGRESS WINDOW DETAIL N.T.S. Ex 57. WATER - 1E — ER EX S7. 1' WAT.2 ' N REIMOVE EXIST, OPEN CARPORT EXIST. SEPTIC ANK RANT D PROPOSED ADDITION SETBACK PER APPROVAL OF CITY COUNCIL HEARING ON 3 -13-85 m EXIST WINDOW TO REMAIN LEGAL DESCRIPTION: LOT 8, BLOCK 51, MIAMI SHORES SECTION No. 2 SUBDIVISION ACCORDING TO THE PLAT THEREOF N PLAT BOOK No. 'O AT PAGE No. 37 PUBLIC RECCRCS CF DADE COUNTY, FLORIDA. AKA 4-30 N.E. 24 STREET, MIAMI SHORES, FLORIDA REVISION 5 -20 -O" 1 -) INCREASE HEIGHT OF CBS WALLS AT REAR ADDITION AND COVER TERRACE. 2 -) CREATE WALK.-IN CLOSET AT BEDROOM #2 PLUMBING WAS NOT REVISED HVAC WAS NOT REVISED - ELECTRICAL REVISION: ADDED L GHT . SW TCH TO NEW CLOSET BED. #4 ADDED LGHTS AT D_N AND MASTER BEDROOM SHEETS REVISED: A -1, A-2, A -3, E -1 111111111111111111111111111 lJEL T d PY?a ad c-r J LEGEND EXIST. 6 CONC. BL <. WALL NEW 6 CBS WALL EXIST. PARTITION NEW 4" PARTITION W/ 2 x 4 WOOD STUDS @ 10" O.G. AND ONE LAYER 1/2' GYPSUM DRYWALL EA. SIDE EXISTING NON - LOAD BEARING PARTITION TO BE REMOVED 111111111111111111111111111111111111111111 OPEN EXIST. PARTITION g. INSTALL 3' -0' x 6' 8' BI -FOLD DOORS. OPEN EXIST. PARTITION E INSTALL 4' -O" x 0--8" B! -FOLD DOOS REMOVE ALL EXIST. FXTURES AND BATH WALLS. RE- CONNSTRUGT BATH e. CLOSET AS SHOWN SECOND FLOOR PAN 4 m LIVING ROOM MET. FR. DRS. FIX GL (2) 2-6" - REMOVE EXIST. WOWS AND INSTALL FR. DOORS W/. SID ELITES AS SHOWN LINE OF BALCONY ABOVE FOYER BREAKFAST OPEN CBS ■L J i �■ 0 MIMI ad NM Rim IlMil ■ ■■P MN 1111 i _.uI! Ir' 2-0" x 0-8' KTCHEN NOTE: REMOVE EXST. NON - BEARING PARTITION AND CONSTRUCT NEW PARTITON W/ NICHE AT LOCATION SHOWN DNING ROOM IIIIIIII1111IIIIIIII 111111111I1111111111111111111111111 11101 EXIST WINDOW TO REMAIN 1111111111111111IFIF muraiir 1111 ■ ■ ■ ■J ■I i timid 1 ■■■a =_1 8 THICKENED SLAB — W/ 2 -r5 r' i A =aa NERIESEMI � ' P Illlllllllllll ■ at 11111•■•■ ■•• e.0 !�P■",■■■■■■■■ 11■1■ ■■ ■1111■■■■■ ail_■ ■1111■ ■ ■ ■ ■■■II II_ ■■■■■ ■■ ■■■ r/ 1 • COVERED TERRACE MIPM 11•■•■1111■■ •■ •■�►1 111•■1111■■■■■ ■■ ■u, _ 1I_ ■ ■ •■ ■ ■ ■ ■11■■ inaramerakma a ■■ EXST. GONC. FTNG. ■■ EXIST. 10 -"O 22 -8" WF -24 3 SH COVERED TERRACE 22' -0" (2) 25 SH W F -24 kb NEW DECORATIVE IRON RAIL GROUND FLOOR RAN SCALE 1/4" = 1 N NCREASE WND. OPENING r FIT 33 SH FOOTING SCHEDULE WF -24 12 x 24 CONT. FOOTING W/ 3 #5 BOTTOM F -1 3 -0" x 3' -0" x 10 " \V/ #5 S @ 0" BOTTOM EA. WAY. RESTORE EXIST. G ARAGE SETBACK PER APPROVAL OF CITY COUNC L HEARING ON 3 :1199 -85 5 SIDEWALK F N. FL2. 2nd FL R. 5.15' 0 r N 504' SCALE :1 " =20' 20' MN. FAXED 15 ALLEY 50.00 EX' ST. AaR EXIST. 2 STORY 2E5. No. 436 50 00' N.E. 34 th. STREET SITE PJ\N REPLACE ALL EXISTING WINDOWS AND NSTALL STORM SHUTTERS N z_ 300" MN. AND 44" MAX irt >TXGT;: OPEN 7 .L5 7.36 3. - 9' 399 0 L r EGRESS WINDOW DETAIL N.T.S. Ex 57. WATER - 1E — ER EX S7. 1' WAT.2 ' N REIMOVE EXIST, OPEN CARPORT EXIST. SEPTIC ANK RANT D PROPOSED ADDITION SETBACK PER APPROVAL OF CITY COUNCIL HEARING ON 3 -13-85 m EXIST WINDOW TO REMAIN LEGAL DESCRIPTION: LOT 8, BLOCK 51, MIAMI SHORES SECTION No. 2 SUBDIVISION ACCORDING TO THE PLAT THEREOF N PLAT BOOK No. 'O AT PAGE No. 37 PUBLIC RECCRCS CF DADE COUNTY, FLORIDA. AKA 4-30 N.E. 24 STREET, MIAMI SHORES, FLORIDA REVISION 5 -20 -O" 1 -) INCREASE HEIGHT OF CBS WALLS AT REAR ADDITION AND COVER TERRACE. 2 -) CREATE WALK.-IN CLOSET AT BEDROOM #2 PLUMBING WAS NOT REVISED HVAC WAS NOT REVISED - ELECTRICAL REVISION: ADDED L GHT . SW TCH TO NEW CLOSET BED. #4 ADDED LGHTS AT D_N AND MASTER BEDROOM SHEETS REVISED: A -1, A-2, A -3, E -1 111111111111111111111111111 lJEL T d PY?a ad c-r J LEGEND EXIST. 6 CONC. BL <. WALL NEW 6 CBS WALL EXIST. PARTITION NEW 4" PARTITION W/ 2 x 4 WOOD STUDS @ 10" O.G. AND ONE LAYER 1/2' GYPSUM DRYWALL EA. SIDE EXISTING NON - LOAD BEARING PARTITION TO BE REMOVED 111111111111111111111111111111111111111111 OPEN EXIST. PARTITION g. INSTALL 3' -0' x 6' 8' BI -FOLD DOORS. OPEN EXIST. PARTITION E INSTALL 4' -O" x 0--8" B! -FOLD DOOS REMOVE ALL EXIST. FXTURES AND BATH WALLS. RE- CONNSTRUGT BATH e. CLOSET AS SHOWN SECOND FLOOR PAN 4 m LIVING ROOM MET. FR. DRS. FIX GL (2) 2-6" - REMOVE EXIST. WOWS AND INSTALL FR. DOORS W/. SID ELITES AS SHOWN LINE OF BALCONY ABOVE FOYER BREAKFAST OPEN CBS ■L J i �■ 0 MIMI ad NM Rim IlMil ■ ■■P MN 1111 i _.uI! Ir' 2-0" x 0-8' KTCHEN NOTE: REMOVE EXST. NON - BEARING PARTITION AND CONSTRUCT NEW PARTITON W/ NICHE AT LOCATION SHOWN DNING ROOM IIIIIIII1111IIIIIIII 111111111I1111111111111111111111111 11101 EXIST WINDOW TO REMAIN 1111111111111111IFIF muraiir 1111 ■ ■ ■ ■J ■I i timid 1 ■■■a =_1 8 THICKENED SLAB — W/ 2 -r5 r' i A =aa NERIESEMI � ' P Illlllllllllll ■ at 11111•■•■ ■•• e.0 !�P■",■■■■■■■■ 11■1■ ■■ ■1111■■■■■ ail_■ ■1111■ ■ ■ ■ ■■■II II_ ■■■■■ ■■ ■■■ r/ 1 • COVERED TERRACE MIPM 11•■•■1111■■ •■ •■�►1 111•■1111■■■■■ ■■ ■u, _ 1I_ ■ ■ •■ ■ ■ ■ ■11■■ inaramerakma a ■■ EXST. GONC. FTNG. ■■ EXIST. 10 -"O 22 -8" WF -24 3 SH COVERED TERRACE 22' -0" (2) 25 SH W F -24 kb NEW DECORATIVE IRON RAIL GROUND FLOOR RAN SCALE 1/4" = 1 N NCREASE WND. OPENING r FIT 33 SH REVISIONS BEAM SCHEDULE 1 -17 -01 T.R. MARK WIDTH DEPTH TOP MIDDLE BOTT. TIES REMARKS B -1 8 18" 2 - #5 2 - #5 2 - #0 # 3 @ 8" ARCHED SEE DETAIL B -2 8" VARIES 2 - #5 2 - #5 2-#g # 3@ 8" T.B. 8" 12' 2 - 145 2 - #5 #3, 1st. 4 @ 12" D.G., BAL. Cg) 48" D.C. PROVIDE 30" x 30" CORNER BARS 2 EA. CORNER REVISIONS gY 1 -17 -01 T.R. 5 -26 -01 T.R. EXIST. CBS WALL N' \V EXIST MIN N1 FIN. FUR. FRONT ELEVATION SCALE 1/4" =1' -O" LEFT SIDE ELEVATION SCALE 1/4 =1-0" WINDOW NOTES: 1. WINDOWS SHOWN ARE OF SAME SIZE e LOCATION AS EXISTING, EXCEPT THAT WINDOW IN 2nd. STORY BATHROOM IS REDUCED IN HEIGHT 2. EXISTING WINDOWS ARE JALOUSIE. NEW WINDOWS TO BE SINGLE -HUNG 3. WINDOWS TO BE WHITE ALUMINUM WITH LIGHT TINT, A A 1At1_IA _111010111,111110-001 1"11 Al EX ST. CLEANUT DOOR 401 1.0 0 4 0 1 0 1 4 4 0lAl 0 1 0 1 0 1 1 A t t A t 1 201 A I At I R A IA�t 0 1AlA1 t ��t t t t i �t i t �t t i�t ��t t t�►t ��t ��t t� .t� t��i 40101 AIAIAIAI01101"A01011011041 011111A1AlAl11001At 1 :?CST. CLAY TILE ROOF vow vow 140 . Now ■, ELEVATION -- °"YP. ARCH BEAM REINFORCING DAGRAM SCALE: NOT TO SCALE EXIST. CLAY TILE ROOF 111"111111111111 FIN,FLR / r . RIGHT SIDE ELEVATION SCALE 1/4 -1' -O" CRAWL SPACE VENTS SEE TYP. WALL SECTION LIGHT TEXTURED STUCCO LIGHT TEXTURED STUCCO ( ?.) T.B. -LIGHT TEXTURED STUCCO T.B. J L A111010 1 101111111111 ;A;A;A;A;A; waft 1 INION aloft �__ B" x 12' RAKED - E BEAM \V/ 4-45 MUNI _ REAR ELEVATION SCALE 1/4" -1-O" EXIST NE\k/ L T.B. COL_ FIN. F7R — —1 r TEXTURED STUCCO TO I"IATC EXS REMOVE EXIST. WINDOWS AND INSTALL METAL FRENCH DOORS W/ SLDELITES AS SHOWN : • k e rd //l 6 J co 7t vv 4/11(0 SECURITY AND FORGED ENTRY PREVENTION 1. Prov'de Intrus'on and burglary security dev'ces as se- forth In the South Fordo Building Code. 2. All locks on exterior doors shall be capable of resls -ing a force of 300 lb. applied in any moveable direction and In accordance with res'stance standards set onward n the South Fordo Bu Idirg Code. 3. All single exterior swirg doors shall hay e a lock to be key operated from the exterior with a m'n mum of 6000 poss'ble key changes or locking aux'Iory s ng'e dead bolt with hardened bolt inserts. 4-. The active leaf of pairs of exter or swing doors shall have same ocks cs rec.., red for single exterior swing doors. The inactive leaf shall have multiple points of locks with 5/8' min. throw bolts with inserts. 5. .Jambs of a I exterior offset type In sw ng doors sha I oe rabbeted or of a siml'lar fobr'cction to prevent defeating the purpose of the strike and the Integrity of the locks and latches. G. Hinges on exterior out- swnging doors shall have no removaole pre and nor- exposed screws. 7. Gloss and exterior doors shall comply with the American Nlatioral Standards 'Institute's Standard 297.1. 8. \felon pores at exterior doors shall comply w't - the Amercar N'ot'onal Standard Insttute's Standard 297.1. 9. Windows shall be installed and corstructed so that ro panel can be lifted from the trccks when in the locked position and so as to comply with the Architectural Aluminum Makers Association Stardards for Force Entry Resistarce, AAMA'3O33.1 Provide locks cs per SFBC. Exterior windows shad be locked with dev'ce capable of wifnstandrg a force of 1 50 Ibs.appl'ed 'n an operable direction. 10. Exterior window used as a means of escape shall have sills at no higher than 42" A.F.F. 11. Front main entrarce doors shall be provided with a door scope or vision parels. DOOR LATCHES: 1. Every closet door latch shall be such that children can open the door from inside the closet. 2. _very batrroom door lock s'noll be des geed to oermt tre opening of the 'oc'k coot from the outs'de, In an emergency. STRUCTURAL NOTES All work shall comply with the South Florida Building Code, the Americar Concrete Institute AGI- 318 -83 and all other applicable codes and regulations. All concrete shall develop the following minimum 28 -day compressive strengths unless otherwise shown on the struc1i ral plans: Precast 5000 psi All other 3000 psi (u.n.o.) Slump of concrete s'ra l rot exceed 5 noes. Reinforcing steel shall be clean, deformed bars of new billet steel conforming with A.S.T.M, A185. All reinforcing shall have the following minimum concrete coverage: Footings 3' Exterior cantilevered slabs 1" Slobs poured on ground 1 1/2' Grade beams 3" Beams and columns 1 1/2' Suspended structural slabs 3/4" Structural steel shall comply with A.S.T.^'1. -A-30. Weldng electrodes shall be type E70XX. Structural steel columns shall comply with A_S.T.M. -A -500 or A.S.T.M. -A -501. Al steel columns shall be filled with 3000 psi pecrock concrete. 'Structural steel bolts shall conform with A.S.T.M. A All structural lumber shall be of a clearly labeled and approved species with a minimum strergth of Fb = psi, Footings shall bear on undisturbed soil. See soil notes. All slabs or grade shall be poured over a .00g in. visqueen membrane or clean, well compacted inorganic fill All compacted soil shall attain a min m..am 3596 density at optimum moisture as determined by the Standard Proctor test unless noted otherwise on Soil Statement. SENCO TAPIR 22 EA ..0(ST \V/ 8 -10d NA_S 1,1'5 LBS. ALLOWABLE UP'_,FT91O LBS. ACTUAL UPLIFT 2 -1/2' GALV. DRIP NALED @ 4' C.C. W/ - -� R.NG. S- AN<ED NAILS 1 x 2 FURRING CONT. 2x10 WOOD) FASCIA LATH STUCCO SOFFIT W/ VENT SGR_ENS (4' x10" 4-O" O.G.) 5/8' STUCCO a' CoNG. BLOC< TRUSS TYPE HORIZONTAL REINFORCING EVERY OTHER COURSE TO EXTEND 4" INTO TIE COLS. 5/8" TIE DOWN AS SHOWN IN FLOOR PLAN (MIN. LAP 30) WEATH_2 GAP GRADE CLAY BARREL TILE ON 1- #15 TIN GAP2E0 AT 6" O.G. AND 1- 90# HOT - MOPPED. ALL OVER 5/8" EXTER. GRADE PLYWOOD —I 1 _ 111 111111 11 11 X11 REVISION CONSISTS OF INCREASING HEIGHT OF ADD T ON, AS SHOWN R -19 1 N SU L.ATON 2..x8. ro° 8' x CONC. TIE BEAM W/ 4 #5 CONT. AND #3 - ES, '5 +. 4- 012", BALANCE @ 4a" ALSO PROVIDE 2 - #5 BENT BARS (30' x 30) EA CORNER 2' x 10" PT BOLTED W/ 5 /6 x 4' A.B. @ 24' O.G. (STAGGER -D) 2 "x10 "016' 2 " x8 " @16" 2'x8 "PT Boo - re-0 To 1/2" GYP. DRYWALL 0 laJ(is7. r. S. 1 x 3 WD. @ 16" O.G. ■Y/ S ` C 24" 1" x 4-" FIRESTOP 1/2" GYP. DRYWALL ON 1x3 WD. 016 " O.C. ' x 4" FIR 8" x CONC. TIE BEAM W/ 4- #5 CONT. AND #3 -- -TES, 1st. 4- 012, BALANCE @ 48" ALSO PROVIDE 2 - #5 BENT BARS (30' x 30) EA CORNER 1/2' EXPANSION MIATERIAL 1/2" GYP. DRYWALL ON FURRING @1e " O.C. DOur3LE MESH 30" TYP. ( AT PERIMETER +11.19 PROPOSED SEMGO BMP236 BEAM SUPPORT \V/ 010d NAILS TO JOIST AND 14-10d NAILS TO HEADER (TYP.) 1" x 4" FIRE 4' GONG. SLAB W/ 6 x 6 -10/10 W.W.M. ON WELL COMPACTED CLEAN FILL El I I -1 I DTI 1 I 1111 11 111 � t I 111=.11 I I II l i I I I 1 I I i I i ll I T_I I I I t 1 1 1'-4" lml I, I nl T I1 =111=1 11=11 EXIST. RESDENGE EXST. HURRCANE ANCHOR - S7/lir p dA. Z 8 5 r� lid P7 ATd \v/ 3em e e RTP/8 2/8 , tiErt c lie w/ 9- / 4 ( 1 A , 4 , 4 > EXISTING TIE BEAM EXIST. SECOND FLd 12 1H- t 1Tf 11= I 1 -11 I 1 1- 11 1 =1T -1 11 =1 IU 11=1 T E I E— IETI-1 l 1 11 -1TI -I -1 I I I I.� I i I l— I l —I 1 Ei 1 =n mITi —i 11 —III =1 11=i I I —I 1 =1 i i =1 i i =1 i_ 1 — I I ' —' I—I 1-� 1 n 1 I, 1 1 -- T T -,_I I, T r Tl 1= I I TI —I =1 =11 i1� 117 = i1 — 11 - T IT f—% 111_=-111=-11l= _ 1 -1 I I — III l Im 12" x 24" CONG. FOOTING W/ 3 - #5 CONT. (FOR FUTURE 2nd. STORY) (3) 4" PVC FOR VENTLATON SE C0 RT TWWSTED 2A=TER T'E W/ 9-'od NAILS SECTIONA-A SCALE : 1/2" = 1-0" EXISTING 8' CBS \VALL 1 -11 I I 1 -11 EXST. RESIDENCE EXIST. 2" x105 @10' O.C. +11.19 EXST. lll�I'� 111- - EXIST NG GONG. FOOTING GRADE REI"CVE EXIST. ROOF TILE - TH S AREA 240 V,1 PH. ,3W ELECTRICAL. PANEL. 'A' FLUSH MOUNT. 200 A h--ILO GIRD. DESCRIPTION BKR. WIRE GOND WATTS REMARKS 1 GEN. LIGHT. /REGEPT. 15 14 ROYEX 3 GEN. LIGHT. /RECEPT. 15 14 ROMEX 5 GEN. LIGHT. /REGEPT. 15 14 ROMEX 7 GEN. LIGHT. /RECEPT. 15 14 ROMEX 9 SMALL APPLIANCES 20 12 ROMEX 11 SMALL APPLIANCES 20 12 ROMEX 13 FOOD DISPOSAL 20 12 ROY EX 1,500 15 17 OVEN - RANGE 50 0 ROY EX 6,000 19 21 A.H.U. # 1 00 0 ROMEX 10,750 23 25 A/G CONDENSER # 1 40 8 ROYEX 5,000 27 CLOTHES WASHER 20 12 ROMEX 1,500 29 OF REGPT, 20 12 ROMEX 1,500 GFI 31 GEN. LIGHT. /REGEPT, 15 14 ROMEX 33 GEN, LIGHT. /REGEPT. 15 14 ROMEX 35 SPARE 40 8 R0�)< 5,000 ELECTRICAL PANEL 'A" G'RG. DESCRIPTON BKR. WIRE GOND WATTS REMARKS 2 GEN. LIGHT✓REGEPT. 15 14 ROMIEX 4 GEN. LIGHTJREGEPT. 15 14 ROYEX 0 GEN. LIGHTJREGEPT. 15 14 ROYEX 8 SMOKE DIBATH NON G =1 15 14 ROMEX 10 SMALL APPLIANCE 20 12 ROM!EX 12 REFRIGERATOR 15 14 ROMEX 14 DISHWASHER 15 14 ROMEX 10 DRYER 20 12 ROM'EX 1,500 18 20 A.H.U. # 2 00 0 ROMIEX 10,750 22 24 A/G CONDENSER # 2 40 8 R0�)< 5,000 20 28 FUTURE EXTER. LIGHTS 15 14 1/2" 1,500 30 .32 WATER HEATER 60 0 RO^"EX 11,800 TITAN N -120 34 SPARE ELECT. DIETER PNL. 'A" DISC. RN— B' DISC. 3 331 31 DEN 2 LIVING ROOM 3 31 3W L.P PAN FOYER LCD- D E SJCTON LA=S ,P BREAKFAST 3 W 8 o 3W PANEL . A . 200 A. KITCHEN DINING'R00M ELECTRCAL GROUND FLOOR P_A\ SCALE 1 /4" =1-O' `YP. DISCONNECT h IOU\ N. — .S . TING A/G AHU (20),000 CP 05 %) A/C Fo n 2 x 7750 First '0.0 KW/ '0096 B6'a @ 4.09% (29,726 X .40) A/C pads A/C Fa n PANEL "A' CALCU_AT 2,14-2 s.f. c 3.(0 WATTS /s.f. Small app"Iaicen (3 @ 1,500) Refr'cerotor D shwosner Water Hea`er • (Tank'ess) Oven /Range G'othes Wcsheer Oothes Dryer D sposal ELECTJGAL SECOND FLOOR PAN SCALE 1/4" = 1 Sub - total: ONS 0,426 Watts 4,500 1,500 1 ,500 11,800 6,000 1,500 5,000 1,500 39,720 GRADE 13,000 1,500 1 0, 000 11,890 13,000 1,500 Total load: 36,390 Watts 30,390 wattGs /24 0 volts = 151.02 A We 200 A pare) TO ROD IN GROUND 1 #0 THW Cu IN 1 ✓2" COND. 10 - 0 " TO COLD W.P. 2 - 3/8' x 8' - GRO UNDING ELECTRODES ATTACH TO FOUNDATION STEEL 200 A IN .T.S. J FPL SERVGE PANEL "A 120/240 200 AMP 3 #2/0 Cu 1 1/2" GOND. 50 AJ PNL 120/240 50 A Cu 1 1/2" GON D. ELECTRICAL RISER DRAWN BY 5582 N W 7l, STREET, SUITE 202 MIAMI, FLORIDA 33128 TELEPHONE. (305) 264 -2660 FAX. (305) 264 -0229 Survey of Lot: 8 Block: 51 Subdivision: MIAMI SHORES SECTION NO. 2 According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 37 of the public records of MIAMI - DADE County, Florida. Property Address: 436 NE 94 ST, MIAMI, FL 33138 For: GLORIA V. LUCIO A•ARC. A/C • AIR CONDITIONER PAD A E. • ANCHOR EASEMENT A/R • ALUMINUM ROOF. A/S • ALUMINUM SHED. ASPH. • ASPHALT. 8.0 = BLOCK CORNER. BLDG. • BUILDING. B.M • BENCH MARK. B 0 B • BASIS OF BEARINGS C.• CALCULATED. C B. • CATCH BASIN. C BS. • CONCRETE BLOCK STRUCTURE CBW - CONCRETE BLOCK WALL CH. • CHORD DISTANCE. CH B • CHORD BEARING CL. • CLEAR, C L.F. • CHAIN LINK FENCE C.M.E. • CANAL MAINTENANCE EASEMENT. CONC. =CONCRETE. C.P. - CONC. PORCH, C S = CONCRETE SLAB. D E. • DRAINAGE EASEMENT D.M.E. • DRAINAGE MAINTENANCE EASEMENT. DRIVE • DRIVEWAY o•DEGREES E. • EAST. E T.P. - ELECTRIC TRANSFORMER PAD. ELEV. • ELEVATION. ENCR.•ENCROACHMENT. F.H. • FIRE HYDRANT F.I.P • FOUNO IRON PIPE F.I.R. • FOUND IRON ROO, F F E • FINISHED FLOOR ELEVATION. LOCATION SKETCH scale v. =�T5 4.P ‘52fr Hoot fruuiun *muttons Sur. LAND SURVEYORS ABBREVIATIONS AND MEANIN/j F.N D = FOUND NAIL & DISK FR - FRAME FT • FEET. FNIP. • FEDERAL NATIONAL INSURANCE PROGRAM. F N • FOUND NAIL. H. = HIGH (HEIGHT). IN 6 EG • INGRESS AND EGRESS EASEMENT L • LIGHT POLE LFE - LOWESTFLOOR ELEVATION L M E • LAKE MAINTENANCE EASEMENT ' = MINUTES. M. • MEASURED DISTANCE. MON • MONUMENT. M-I • MANHOLE MIL. = MONUMENT LINE. N.A.P. • NOT A PART OF. NO VO- NATIONAL GEODETIC VERTICAL DATUM. N - NORTH NTS - NOTTOSCALE Y • NO - NUMBER 0/S,• OFFSET OH - OVERHEAD 0 H L - OVERHEAD UTILITY LINES OVH. - OVERHANG 0 R B = OFFICIAL RECORD BOOK PVMT - PAVEMENT PL.= PLANTER PA. - PROPERTY LINE PC C • POINT OF COMPOUND CURVE P C • POINT OF CURVE PT - POINT OF TANGENCY, POC. • POINT OF COMMENCEMENT POB = POINT OF BEGINNING P R C = POINT OF REVERSE CURVE PROP. COR - PROPERTY CORNER P B - PLAT BOOK PG • PAGE PWY = PARKWAY PRM = PERMANENT REFERENCE MONUMENT P L S = PROFESSIONAL LAND SURVEYOR R • RECORDED DISTANCE RA • RAILROAD RES = RESIDENCE R'W • RIGHT- OF-WAY RAD, - RADIUS OR RADIAL R P • RADIUS POINT. RGE • RANGE SEC = SECTION. STY STORY SWK - SIDEWALK. S = SET IRON PIPE L B. #6044 S = SOUTH SND = SET NAIL SDISK LB#6044 SP = SCREENED PORCH = SECONDS T - TANGENT TWP • TOWNSHIP U E • UTILITY EASEMENT UTIL = UTIUTY U P. = UTILITY POLE W M • W Al ER METER W F = WOOD FENCE W S - WOOD SHED A • CENTRAL ANGLE w - WES • CENTER UNE � - • ANGLE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, If ANY, AFFECTING THE PROPERTY, THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING ANO1OR A GRAPHIC REPRESENTATION OF TI46 SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE EASEMENTS AS SHOWN ARE PEA PLAT BOOK, UNLESS OTHERWISE SHOWN TH2 TERM •ENCROACHMENT MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE Of SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND/OR FOUNOATIONS FENCE OWNERSHIP NOT DETERMINED" THIS PLAN OF SURVEY, HAS BEEN PREPAREO FOA THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY: THE FNIP FL000 MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE BY ,60- .5, 44 160 1 7 t77.7 ►]77!71'7! 0.00 x 1 000 1 2) IF SHOWN, ELEVATIONS ARE REFERRED TO 3) THIS IS A SPECIFIC PURPOSE SURVEY Situated in Zone: X Community /Panel /Suffix: 120652 - 0093 - Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: GLORIA V. LUCIO HENRY LOPEZ - AGUTAR, ESQ. ATTORNEYS' TITLE INSURANCE FUND, INC. PENINSULA MORTGAGE BANKERS CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS 0- 0008852 SHEET NO / OF 2 SURVEY No REVISED ON / / /'N ij®/4/e/ REVISEDON Date: 11/03/2000 LEGEND TYPICAL WOOD FENCE CHAIN LINK FENCE, CBS WALL (C W) EXISTING ELEVATIONS PROPOSED ELEVATIONS $URVEYORS'S NOTES: 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS B M ELEV OF N G,V D OF 1929 4) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1 7500 FT 1 HEREBY CERTIFY, THAT THIS 'BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LANG SURVEYORS IN CHAPTER 61(317 -8, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472 027, FLORIDA STATUTES PROFESSIONAL L..4 // IBARRA (DATE OF FIELD WORK) NO SURVEYOR NO ,?,53if STATE OF FLORIDA. (VALID COPIES OF THIS SU EY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR) 5582 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33129 TELEPI (305) 254-2980 FAX (305) 264-0229 Nautt Ouxutyors �hhtx BOUNDARY SURVEY LAND SURVEYORS Scale 1N SURVEY NO. SHEET NO. J OT -7 ,5`0ci 5/ L /ci ao OF ) A.L. C ^EC T.R. 7r-E MAK 5 - 2001 SC k_E AS SHOWN [ JC9 ,o 5.-EE A -1 3 Sr EE'S LEGAL DESCRIPTION: LOT 8, BLOCK 51, MIAMI SHORES SECTION No. 2 SUBDIVISION ACCORDING TO THE PLAT THEREOF IN PLAT BOOK No. 10 ,AT PAGE No. 37 PUBLIC RECORDS OF DADE COUNTY, FLORIDA. AKA 436 N.E. 94 STREET, MIAMI SHORES, FLORIDA 5 S D =WA.< 0 5.04 _X' SY GARAGE 0 0 tri N 15' ALLEY 50.00 2 STORY RES. No. 43S 5C 00 0 c n N.E. tn. STREET 5 - FE PLAN SCALE:1 =20' ,73rd ( Y r REMOVE EXIST. ROOF AND COLUMNS THIS AREA�� 4-0' 4 .:25 EX 5T. c�ARPC2Y 0 ij r G - c �, 4 e • KE,5•CN5 3" EXS�. GARAGE -n 2E" AN FLOOR P_AN SCALE 1/4" = T-0" 13 _. EX ST. CARPORTE • TO EE REMO�/ED • A.L. CRANN C -E CEJ T.R. MAR. 5 - 2001 AS SHOWN X09 ao 5N_E A -2 3 (° j ' (3\ RE"GVE EX.S`. 200 =NG PPPERAND h �N PL YW'OOD S- EAT + NG TH'�S AREA EX ST. �h E A_ STRAP EA C Sr EAST CONC. =00T NG GRADE REMOVE THREE EXIST, 3 1 '0 COLS, TYPICAL. WALL. SECTION SCALE : 1/2” = 1-0 - 1r REI 2-1/2 GA-V. DR;R \V/ RvG- SHANKED NAILS @ 4' C.G. OVER = �RRiNG STRAP EA ..)0 157 REMOVE 1' x 1 0' FAS REi"0VE 4' x 8' W000 GIRDER REV SC.S CKAw4 AL , „ ECK_ C T.R. 2.47E MAR. 5 - 2001 SCA.E AS SHOWN ,Gs vo SHEET A -3 C F 3 5 , __ 5 (° j ' (3\ RE"GVE EX.S`. 200 =NG PPPERAND h �N PL YW'OOD S- EAT + NG TH'�S AREA EX ST. �h E A_ STRAP EA C Sr EAST CONC. =00T NG GRADE REMOVE THREE EXIST, 3 1 '0 COLS, TYPICAL. WALL. SECTION SCALE : 1/2” = 1-0 - 1r REI 2-1/2 GA-V. DR;R \V/ RvG- SHANKED NAILS @ 4' C.G. OVER = �RRiNG STRAP EA ..)0 157 REMOVE 1' x 1 0' FAS REi"0VE 4' x 8' W000 GIRDER REV SC.S 5582 N.W. 79h STREET, SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE; (305) 264.2060 FAX (305) 264 -0229 1 %ma urueijiva �1nx LAND SURVEYORS BOUNDARY SURVEY scale 1• k 9 4 3 'CBH/ SURVEY NO. SHEET NO. OF � v7 9' 5/ fr ' - (�,4 ) SOT =icy f.• 2—I - 5/ C%- - ,yd j2 ., is d to I; i! /J u .. � 9 , 4 ..3 y :13 1¢ /. /3 S - P4 h i5 /, _ i! /J u .. � 9 , 2) ?i 21 :13 1¢ z 5562 N W. 71/1 STREET, SUITE 202 MIAMI, FLORIDA 1128 TELEPHONE 264 -2660 FAX (305) 264 -0229 DRAWN BY ' Survey of Lot: 8 Block: 51 Subdivision: MIAMI SHORES SECTION NO. 2 According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 37 of the public records of MIAMI -DADE County, Florida. Property Address: 436 NE 94 ST, MIAMI, FL 33138 For: GLORIA V. LUCIO A - ARC, NC . AIR CONDITIONER PAD A.E.. ANCHOR EASEMENT. A/R . ALUMINUM ROOF. NS • ALUMINUM SHED. ASPH.. ASPHALT. (IC • BLOCK CORNER BLDG. • BUILDING. B M . BENCH MARK. B 0 B - BASIS OF BEARINGS C. • CALCULATED G B , . CATCH BASIN. C B S. • CONCRETE BLOCK STRUCTURE. CBW • CONCRETE BLOCK WALL CH. • CHORD DISTANCE. CH. B.. CHORD BEARING CL • CLEAR. C L.F.. CHAIN LINK FENCE. C.M E.. CANAL MAINTENANCE EASEMENT. CONC •CONCRETE. C P. = CONC. PORCH. C S.. CONCRETE SLAB. D E • DRAINAGE EASEMENT D.M.E.. DRAINAGE MAINTENANCE EASEMENT. DRIVE.. DRIVEWAY o - DEGREES. E • EAST. E.T.P.. ELECTRIC TRANSFORMER PAD. ELEV.. ELEVATION. ENCR. • ENCROACHMENT. F.H.. FIRE HYDRANT. F.I P. • FOUNO IRON PIPE. F.I.R. • FOUND IRON ROO. F.F E. • FINISHED FLOOR ELEVATION. LOCATION SKETCH scale 1" _ATE J 64- k /V, 9¢ s/ LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RE&ERVATIONS OR EASEMENTS OF RECORO LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TIRE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM 'ENCROACHMENT MEANS VISIBLE ANO ABOVE GROUNO ENCROACHMENTS ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND/OR FOUNDATIONS FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTENO TO ANY UNNAMED PARTY. T)-4E FNIP FL000 MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LANO TO BE La ttrurtiors �� LAND SURVEYORS ABBREVIATIONS AND MEANINQ F.N.D. • FOUND NAIL & DISK FR. FRAME. FT.. FEET. FNIP . FEDERAL NATIONAL INSURANCE PROGRAM F N. • FOUND NAIL. H.. HIGH (HEIGHT). IN 6 EC; • INGRESS AND EGRESS EASEMENT. L P - UGHT POLE L F E - LOWEST FLOOR ELEVATION. L M - LAKE MAINTENANCE EASEMENT • = MINUTES. M - MEASURED DISTANCE. MON.. MONUMENT. MM - MANHOLE MI. • MONUMENT LINE. N.A.P.. NOT A PART OF. NOVO- NATIONAL GEODETIC VERTICAL DATUM. N. • NORTH. N.T.S. = NOT TO SCALE. #• NO. • NUMBER O/S - OFFSET OH. - OVERHEAD O H L - OVERHEAD UTILITY LINES OVH. - OVERHANG O R B. - OFFICIAL RECORD BOOK PVMT -PAVEMENT. PL = PLANTER. P&L. - PROPERTY LINE. P C C. = POINT OF COMPOUND CURVE. P C.. POINT OF CURVE. PT. • POINT OF TANGENCY. POC. = POINT OF COMMENCEMENT P08 . POINT OF BEGINNING. P,R C • POINT OF REVERSE CURVE PROP COR - PROPERTY CORNER P6 - PLATBOOK PG - PAGE PWY- PARKWAY. PRM = PERMANENT REFERENCE MONUMENT P L S . PROFESSIONAL LAND SURVEYOR. R - RECORDED DISTANCE RR = RAILROAD. RES = RESIDENCE R/W. • RIGHT•OE-WAY. RAD. - RADIUS OR RADIAL RP . RADIUS POINT. RGE. - RANGE. SEC - SECTION. STY.. STORY, SWK. - SIDEWALK. S I.P. = SET IRON PIPE L B #6044 S. = SOUTH S.N D = SET NAIL & DISK L B #6044 SP - SCREENED PORCH - SECONDS T - TANGENT TWP - TOWNSHIP U E = UTILITY EASEMENT UTIL. - UTILITY U P. = UTILITY POLE. W.M. = WATER METER. W.F. = W000 FENCE. W S. • WOOD SHED. - CENTRAL ANGLE. W. - WEST C = CENTER LINE 4- = ANGLE ST " - N�7 J= ramaxEmazzr 0.00 x 10.001 REVISED ON Situated in Zone: X Community /Panel /Suffix: 120652 - 0093 -J Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: GLORIA V. LUCIO HENRY LOPEZ - AGUTAR, ESQ. ATTORNEYS' TITLE INSURANCE FUND, INC. PENINSULA MORTGAGE BANKERS CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS SURVEY No, SHEET NO. ,[ OF 2 Date: 11/03/2000 LEGEND TYPICAL 2) IF SHOWN, ELEVATIONS ARE REFERRED TO 3) THIS IS A SPECIFIC PURPOSE SURVEY REVISED ON /IA N a 1 #-Z2 0- 0008852 WOOD FENCE. CHAIN LINK FENCE. CB S. WALL (C W) EXISTING ELEVATIONS PROPOSED ELEVATIONS SURVEYORS'S NOTES: 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. B M M ELEV OF N (3.V,D OF 1929 4) THE CLOSURE IN THE BOUNOARY SURVEY IS ABOVE 1 7500 FT. I HEREBY CERTIFY. THAT THIS 'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPUES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61317 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY PROFESSIONAL LAND !BARRA (DATE OF SURVEYOR NO F.25•: R ) STATE OF FLORIDA (VALID COPIES OF THIS SU RVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). / /.0/0 SEAL a • - • _ - `1,%':' ;72' . `1. 11 4 • , ... , .,-:."....,:;,:',''.i:':•,,'..r:.:,..-..; , ...1 . ;;;.. , :.'l::..:'.i;-1.!.:.. - ..:; . ,:'..,.'f,';.!;: . :: . :4..:.'-: . ...;.::! . i...t.. , .i::...:7:...i. - i - •.;-:gZ . ..1,.,'..;''.. f X,ITN 161 i3►i� i ri iI D�.I v4 y REVISIONS COLUMN SCHEDULE: 1 -17 -01 "ARK SIZE REINF. REMARKS A 8" x 12" 4 - # 5 # 3 TES @ 8" O.C. STARTER COL. SECURE TO EXIST, CBS W/ # 5 S 12" LONG EMBEDDED 0" INTO EXIST. CONC. W/ EPDXY AT 30" O.C. MAX. B 8"x12" 4 - #5 TIE COL.W /4- #5VERT.AND # 3 TIES AT 8" O.G. MIN. LAP 30" REVISIONS FOOTING SCHEDULE 1 -17 -01 WF -24 12 x 24- CONT. FOOTING W/ 3 #5 BOTTOM F -1 3' -O" x 3' -0" x 17 W/ #5' S @ ro" BOTTOM EA WAY. NOTE: DESIGNED FOR FUTURE SECOND STORY FOOTINGS ADDITION REVISIONS BY 1 -17 -01 T,R. 2. 14- of »o J5 IJ /.264,1 4 44.0044e 772. v c- A coo.; I> 1 RESTORE EXIST. GARAGE PROPOSED CONC. SLAB. ri 5' SIDEWALK �u C'nCrJ As-) 0 P OCO IJ O N 3.15 1 5.04 0 cv Pc; c• c.:: t, i.! ` r C(- EX ST. oA� =_ SITE P ri 2 STORY RES ,No . 430 50 00 N.E. 04 th. STREET SCALE : 1" = 20' tr, 57/x- F_14 p- CveistS ! I G514T 54vr- E'<ST, \ATER r'-'E-1-ER Ex ST ' WATER I A N f Gt PORT / 3.7� 3 AN C111 Cif Z Go , rrnc rc'/l- l 7.36' r 0 C REMOVE EXIST. OPEN CARPORT 1.14. 0 Ex TC - A\< DARN =LJ PROPOSED ADDITCN SETBACK PER APPROVAL OF C' TY COUNC L -HEAR NG ON 3-13-85 A/C No. 2 (2) 24- SH B_DR00 - 2 OPEN EXIST. PARTITION S INSTALL 4' -O" x 6 -8" 5-FOLD DOORS. BEDROOM 3 RE"IOVE ALL EX!ST. FX`URES AND BATH WALLS. RE -CONSTRUCT 5A" 'H G_OSET AS SHOWN (2) 24 SH N in N REV. 1 -17-1 FASTER BEDROC!M OPEN EX';ST, PARTTCN NSTALL 3 - -0 x 6-8" B, -FOLD DOORS. BALCONY EX'S TO RIMA N 111111111111111111111111111 LEGA- DESO TFON _wT LOCK 51, MIAM SHORES SECT ON No. 2 SUBDIVIS O'N CCORD NG TO THE PLAT THER E-_ N PLAT B CC< No. 10 AT PAGE No. 37 UB_ C RECORDS 0= DAD- GOJNT", AKA 430 N.E. 34 STR -ET, MAIMI SHORES, FLORIDA LEGEND EX ST. 8" CONG. S_<, WALL NEW 8 G3S WA -- EX ST. PART T ON NEW 4' PART T ON W/ 2 x 4- WOOD STUDS @ 10' O.G. AND ONE LAY:.-_R 1/2' G -' SUM DRYWALL EA S DE EXISTING NON - LOAD SEARING PARTITON TO BE R -MOVD SECO\D FLOOR SCALE 1/4" =1-0" _AN REV. 1 -'7 -01 REV. 1 r' -Ol III IIIIIIIIIIIIItt 11111111111II111111111III IIII111IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII 1 •J o z\ �W 'U i 1.......0 mmummmoni FIPP • /\ / •� cv III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ! 1111111111 1 1 F 1 ■ ••■• ■. ■ �6ti6 ; O , cdd„? 11 ENE �.� ■■ ilm�■■■■' INIr IENIMM M1■ I• M■ .FA .� dA � r��. E FIX G_ F GL EXIST WINDOW TO REr AiN 6 -G Vx/F -24 35 SI- 11-0 BREAKFAST OPEN C35 AG WF - 24 22-8' A/G 2 -6' x 6-8° T W" 0 3_0200" 4 0 O m m N 0 r REPLACE ALL EXISTING WINDOWS AND INSTALL STORM SHUTTERS FIN. FL.. 2nd FLR T NEW DEGORATVE IRON RAIL 20 MIN- 1L FXED ET. =R. DRS. X2)2- 3' -0-8' REMOVE EXIST. WOWS AND INSTALL =R. DOORS W/. a DELTES AS SHOWN DEN LINE OF BEAM ABOVE 'NE O BALCONY ABOVE LVING ROOD E 36" MIN. AND 44' MAX. EGRESS WINDOW DETAIL N.T.S. 37'-6" REP AGE EX'ar. - FIXTU ES ;CYE� EXIST. SCALE 1/4" -1-0" REMOVE NOTE- REMOVE EXIST. NON - BEARING PARTITION AND CONSTRUCT NEW PARTITION \V/ NGHE AT £OGATiON S-+OWN COVERED TERRACE 22 -0" KITCHEN DINING 2001M (2) 25 SH GROUND FLOOR PAN 7 NGREASE WND. OPENING TO FT 33 SH OF 4 DRAWN A, L, CHEC<ED T.R. DATE. JULY 12, 2000 SCALE JOB No. SHEET A -1 51-EETS RESTORE EXIST, GARAGE, SEE SHEET A-4 PROPOSED CONC. SLAB, 5' SIDEWALK O N CV 3.15 5.04' So L `r 15 ALL 50.00' SCALE : 1" = 20' 1 7 H J 2 STORY RES. No. 430 50 00 EX i N.E.34 th. STREET SITE PAN V le L it.)cpc G R(vG44 1- 1611\7 5Ar'o 4 �. Ir1G2 cct, `v/ 4ti ,N Lt. O1/4.VAP)t.t: (l. C/'an/lcfrf 3I1O Xi) 0 '(i1 iJ Cu-) ref TIOn.iS t' E. ct nnn.c - ro a 54-1 A CL F10 T(F z 2 0 ( . l�1 C GV iQ 'Tc aREn Arectw ex-,rcrz rCLc7CGeI>ItiC 'rtat; �vvRK -EXST. WATER METER EXS7. T' WATER MAN 745 736 , 3.73 3 59' 0 EX ST, SEPTC TA. \< AN PROPOSED ADDIT'ON SETBACK PER APPROVAL. —OF C!TY COUNCIL HEAR'NG _ ON 3 - "3 -85 m 24 SH MASTER BECROOM OPEN EXIST. PARTITION $ INSTALL 3' -O" x0-8' BI -FOLD - DOORS, BALCONY EXIST WINDOW TO REMAIN LEGAL DESCRIPTION: L OT 8, B OCK 51, MIAMI SHORES SECTON No. 2 SUBDIVISON AC NS TO THE PLAT THEREOF IN PL./AT BOO'< No. 10 AT PAGa No. 37 PUBLIC RECORDS OF DADE COUNT AKA 4-36 N.E. 94 STREET, I"IAMi SHORES, - LORIDA 111111111111111111111111111 t-i ' t t�.t t ���� rrir lrr /rri I►Ilhl ili vIVi*tvtw 1 !� I v ivi l V I # I1vI vlvI *Iv!vIr!r ivlvIr t O 10 V IIIW V i I V Ire *ivIviv!f 1 *lvNl11I iwIvi&vIrirhl!v!II!r!vl' rIVIVAVivit01 1040 0 1 1 1 1 0 1 1 0 0 1 4 ! V$,11 �r!w!r!vI *II Iil l!,! *!vIv!r!v!vI *lrr!� iVi��rh��!i1!Ilh►�r�r!r�r��!r! !Ilhlhl�Il� hl iIV VIiI11IVV1 lirhl 'ir!1 ��i��r���r�������ri�iy�r��i - 440 Iv1 iv i lOr�� 4 0 ,1 111 �r! ��r�r! ��rir�r�r! ��r�r! �! r! �����! rr�r! rr�! r! rr���r�r�r��ir�ri��r�ri'r���rti 10141011/4011141111 �i11111- rh��111111:1111rr r! r1rir !71111r�r!r1r-r!r1r!r11r!r1l r���r�����rl��rti�r�r����ri' r�r �r�rir�r � >r�rir�rirri'r�ririi IVIV 01111rN!I 4 - i rIr!r!� i 10111r��r!�rir�1 it alovigitglointivIvilvIgivvill 1!r!� 00. - 00111 - ! �r�r�rr�r�r4l�r�rir�r �rir�y� r�r�r�r ��hlir��r�r�r�r�r�r�r� 1 l�l l J / / l l l � l l / / i iVi$i VI 1 VIVI$hr lV!Vi 11/4 IV I V$V IVIVIVI *IVIVIVI# irir�r ov�r! riririr! rlrwrwr i rhl ivivir!vithi lvi rir!1 l l l r J" 1- .� r !r�rir�rlr�r�r� il r�rir 1r �r�1 r r � r r � r r r r r r r ' i v ivi r%%r >M - i �r r�r�r��� � ir � r � r � r � rlrlr � l iritiri�%iri>ririvviririvirii iri�lolirilvvivivi v iv it r � rlvlrr i lg vtl t ir!II!r!IIhl�rhlh io wi ll h o vi v i o l���vivivi riv it o v i v igivi vi vI lhlhlj !1 ��i��r��r�r�r�r�r���r�r�r�r�r�l1�N�rir�� ►���r�r���rN�r�r���r�rir�r�r►i X11! r�r��r�r�r! Wr! r! r! r! ��r! rr�! rJ h�r�r! r! r !r!rir�r!r�rl�r!r�r!r!r!�r��r�1 irir�rh i viil r iirirvvvilr�1 rtil!vv!rhl li Ii1 irIViVJWIVIrlrIVIVIVI* �VIVJVLVIWVIVirirVlVIVir�rl *IV�rlriririririrll lir!II Irlrlr IV1VIr lV! rIW! V rlr1l lriririr &&VIVIV%lririri*IVIriril lrlririrlvlriyirirl�lrirlrlrirlr rlrirlilrlrlrlrlrl >rlrlrlrlrlrlrlrlrirl�l>II ir!r!rl i v it o vil yliVIVIVAV I V 11 r ho v i y�r�r�r�riri> rir�rir�r�r�>r�riri'rirlr�r�ri� r!r!r!r!r!r!r!r!tihor rl r! r! r! r! r! r! r! r! r! r!r!r!r!r!r!r!r!r!r!r!r!r!r!r! 1 1 1 1 LEGEND EXST. 8° CONC. NEW 8' CBS WALL EXIST, PARTIT! O NEW 4" PAATMON W/ 2 x 4 WOOD STUDS 0 100" O.C. AND ONE LAY ::. 1/2' GYPSUM DRYWALL EA SIDE EXISTING NON - LOAD BEARING PARTITION TO SE REMOVED OPEN EXIST. PARTITION $ INSTALL 3' -O" x 6' -8" BI -FOLD DOORS. REMOVE ALL EXIST. FXTURES AND BATH WALLS. RE- CONSTRUCT BATH $ CLOSET AS SHOWN SECOND FLOOR P,AN SCALE 1/4" =1-O" REMOVE _>(.5T. WINDOWS AND INCREASE OPENING TO FIT NEW ESN 34 1111111111111{11111111 HE °S EL � MEMO ii�►J� uuuuilIOiU1IPuuuuuu 11111111 REMOVE EXIST. WOWS AND INSTALL_ FR. DOORS W/. 5!DELITES AS SHOWN; NO`E_. REMOVE EXIST. NON - BEARING ?ARTIT'ON AND GONSTRLGT NEW PARTITION W/ NGHE AT LOCATION SHOWN 9 l N cy EPL.AGE ALL EXISTING WINDOWS AND INSTALL STORM SHUTTERS FIN. FLR. 2nd FLR NEW DECORATIVE IRON PAIL 20" MIN. ,r F XED 36 MIN. AN 44 "'AX. EGI2ESS WINDOW DETAIL N.T.S. 37'-6" GROLJ\D FLOOR PAN SCIALE va - r -o NCREASE WND, OPENING TO FIT 33 SH u 9 COLUMN SCHEDULE: MARK SIZE REIN F. REMARKS A 8" x 12' 4 - # 5 # 3 TIES @ 8" O.C. STARTER COL. SECURE TO EXIST. CBS W/ # 5 S 12" LONG EMBEDDED 0' INTO EXIST. GONG. W/ EPDXY AT 30" O.G. MAX. B 8 "x12' 4 - # 5 TIE COL. W/ 4 - # 5 VERT. AND # 3 TEES AT 8" O.G. RESTORE EXIST, GARAGE, SEE SHEET A-4 PROPOSED CONC. SLAB, 5' SIDEWALK O N CV 3.15 5.04' So L `r 15 ALL 50.00' SCALE : 1" = 20' 1 7 H J 2 STORY RES. No. 430 50 00 EX i N.E.34 th. STREET SITE PAN V le L it.)cpc G R(vG44 1- 1611\7 5Ar'o 4 �. Ir1G2 cct, `v/ 4ti ,N Lt. O1/4.VAP)t.t: (l. C/'an/lcfrf 3I1O Xi) 0 '(i1 iJ Cu-) ref TIOn.iS t' E. ct nnn.c - ro a 54-1 A CL F10 T(F z 2 0 ( . l�1 C GV iQ 'Tc aREn Arectw ex-,rcrz rCLc7CGeI>ItiC 'rtat; �vvRK -EXST. WATER METER EXS7. T' WATER MAN 745 736 , 3.73 3 59' 0 EX ST, SEPTC TA. \< AN PROPOSED ADDIT'ON SETBACK PER APPROVAL. —OF C!TY COUNCIL HEAR'NG _ ON 3 - "3 -85 m 24 SH MASTER BECROOM OPEN EXIST. PARTITION $ INSTALL 3' -O" x0-8' BI -FOLD - DOORS, BALCONY EXIST WINDOW TO REMAIN LEGAL DESCRIPTION: L OT 8, B OCK 51, MIAMI SHORES SECTON No. 2 SUBDIVISON AC NS TO THE PLAT THEREOF IN PL./AT BOO'< No. 10 AT PAGa No. 37 PUBLIC RECORDS OF DADE COUNT AKA 4-36 N.E. 94 STREET, I"IAMi SHORES, - LORIDA 111111111111111111111111111 t-i ' t t�.t t ���� rrir lrr /rri I►Ilhl ili vIVi*tvtw 1 !� I v ivi l V I # I1vI vlvI *Iv!vIr!r ivlvIr t O 10 V IIIW V i I V Ire *ivIviv!f 1 *lvNl11I iwIvi&vIrirhl!v!II!r!vl' rIVIVAVivit01 1040 0 1 1 1 1 0 1 1 0 0 1 4 ! V$,11 �r!w!r!vI *II Iil l!,! *!vIv!r!v!vI *lrr!� iVi��rh��!i1!Ilh►�r�r!r�r��!r! !Ilhlhl�Il� hl iIV VIiI11IVV1 lirhl 'ir!1 ��i��r���r�������ri�iy�r��i - 440 Iv1 iv i lOr�� 4 0 ,1 111 �r! ��r�r! ��rir�r�r! ��r�r! �! r! �����! rr�r! rr�! r! rr���r�r�r��ir�ri��r�ri'r���rti 10141011/4011141111 �i11111- rh��111111:1111rr r! r1rir !71111r�r!r1r-r!r1r!r11r!r1l r���r�����rl��rti�r�r����ri' r�r �r�rir�r � >r�rir�rirri'r�ririi IVIV 01111rN!I 4 - i rIr!r!� i 10111r��r!�rir�1 it alovigitglointivIvilvIgivvill 1!r!� 00. - 00111 - ! �r�r�rr�r�r4l�r�rir�r �rir�y� r�r�r�r ��hlir��r�r�r�r�r�r�r� 1 l�l l J / / l l l � l l / / i iVi$i VI 1 VIVI$hr lV!Vi 11/4 IV I V$V IVIVIVI *IVIVIVI# irir�r ov�r! riririr! rlrwrwr i rhl ivivir!vithi lvi rir!1 l l l r J" 1- .� r !r�rir�rlr�r�r� il r�rir 1r �r�1 r r � r r � r r r r r r r ' i v ivi r%%r >M - i �r r�r�r��� � ir � r � r � r � rlrlr � l iritiri�%iri>ririvviririvirii iri�lolirilvvivivi v iv it r � rlvlrr i lg vtl t ir!II!r!IIhl�rhlh io wi ll h o vi v i o l���vivivi riv it o v i v igivi vi vI lhlhlj !1 ��i��r��r�r�r�r�r���r�r�r�r�r�l1�N�rir�� ►���r�r���rN�r�r���r�rir�r�r►i X11! r�r��r�r�r! Wr! r! r! r! ��r! rr�! rJ h�r�r! r! r !r!rir�r!r�rl�r!r�r!r!r!�r��r�1 irir�rh i viil r iirirvvvilr�1 rtil!vv!rhl li Ii1 irIViVJWIVIrlrIVIVIVI* �VIVJVLVIWVIVirirVlVIVir�rl *IV�rlriririririrll lir!II Irlrlr IV1VIr lV! rIW! V rlr1l lriririr &&VIVIV%lririri*IVIriril lrlririrlvlriyirirl�lrirlrlrirlr rlrirlilrlrlrlrlrl >rlrlrlrlrlrlrlrlrirl�l>II ir!r!rl i v it o vil yliVIVIVAV I V 11 r ho v i y�r�r�r�riri> rir�rir�r�r�>r�riri'rirlr�r�ri� r!r!r!r!r!r!r!r!tihor rl r! r! r! r! r! r! r! r! r! r!r!r!r!r!r!r!r!r!r!r!r!r!r!r! 1 1 1 1 LEGEND EXST. 8° CONC. NEW 8' CBS WALL EXIST, PARTIT! O NEW 4" PAATMON W/ 2 x 4 WOOD STUDS 0 100" O.C. AND ONE LAY ::. 1/2' GYPSUM DRYWALL EA SIDE EXISTING NON - LOAD BEARING PARTITION TO SE REMOVED OPEN EXIST. PARTITION $ INSTALL 3' -O" x 6' -8" BI -FOLD DOORS. REMOVE ALL EXIST. FXTURES AND BATH WALLS. RE- CONSTRUCT BATH $ CLOSET AS SHOWN SECOND FLOOR P,AN SCALE 1/4" =1-O" REMOVE _>(.5T. WINDOWS AND INCREASE OPENING TO FIT NEW ESN 34 1111111111111{11111111 HE °S EL � MEMO ii�►J� uuuuilIOiU1IPuuuuuu 11111111 REMOVE EXIST. WOWS AND INSTALL_ FR. DOORS W/. 5!DELITES AS SHOWN; NO`E_. REMOVE EXIST. NON - BEARING ?ARTIT'ON AND GONSTRLGT NEW PARTITION W/ NGHE AT LOCATION SHOWN 9 l N cy EPL.AGE ALL EXISTING WINDOWS AND INSTALL STORM SHUTTERS FIN. FLR. 2nd FLR NEW DECORATIVE IRON PAIL 20" MIN. ,r F XED 36 MIN. AN 44 "'AX. EGI2ESS WINDOW DETAIL N.T.S. 37'-6" GROLJ\D FLOOR PAN SCIALE va - r -o NCREASE WND, OPENING TO FIT 33 SH u 9 FOOTING SCHEDULE () WF -24 12 x 24- CONT, FOOTIN W/ 3 #5 BO OM F -1 3' -0" x 3' -0" x 12" W/ #5' @ 6" BOTTOM EA WAY. NOTE: DESGNED FOR FUTURE SEG ND STORY ` FOOTINGS ADDITION RESTORE EXIST, GARAGE, SEE SHEET A-4 PROPOSED CONC. SLAB, 5' SIDEWALK O N CV 3.15 5.04' So L `r 15 ALL 50.00' SCALE : 1" = 20' 1 7 H J 2 STORY RES. No. 430 50 00 EX i N.E.34 th. STREET SITE PAN V le L it.)cpc G R(vG44 1- 1611\7 5Ar'o 4 �. Ir1G2 cct, `v/ 4ti ,N Lt. O1/4.VAP)t.t: (l. C/'an/lcfrf 3I1O Xi) 0 '(i1 iJ Cu-) ref TIOn.iS t' E. ct nnn.c - ro a 54-1 A CL F10 T(F z 2 0 ( . l�1 C GV iQ 'Tc aREn Arectw ex-,rcrz rCLc7CGeI>ItiC 'rtat; �vvRK -EXST. WATER METER EXS7. T' WATER MAN 745 736 , 3.73 3 59' 0 EX ST, SEPTC TA. \< AN PROPOSED ADDIT'ON SETBACK PER APPROVAL. —OF C!TY COUNCIL HEAR'NG _ ON 3 - "3 -85 m 24 SH MASTER BECROOM OPEN EXIST. PARTITION $ INSTALL 3' -O" x0-8' BI -FOLD - DOORS, BALCONY EXIST WINDOW TO REMAIN LEGAL DESCRIPTION: L OT 8, B OCK 51, MIAMI SHORES SECTON No. 2 SUBDIVISON AC NS TO THE PLAT THEREOF IN PL./AT BOO'< No. 10 AT PAGa No. 37 PUBLIC RECORDS OF DADE COUNT AKA 4-36 N.E. 94 STREET, I"IAMi SHORES, - LORIDA 111111111111111111111111111 t-i ' t t�.t t ���� rrir lrr /rri I►Ilhl ili vIVi*tvtw 1 !� I v ivi l V I # I1vI vlvI *Iv!vIr!r ivlvIr t O 10 V IIIW V i I V Ire *ivIviv!f 1 *lvNl11I iwIvi&vIrirhl!v!II!r!vl' rIVIVAVivit01 1040 0 1 1 1 1 0 1 1 0 0 1 4 ! V$,11 �r!w!r!vI *II Iil l!,! *!vIv!r!v!vI *lrr!� iVi��rh��!i1!Ilh►�r�r!r�r��!r! !Ilhlhl�Il� hl iIV VIiI11IVV1 lirhl 'ir!1 ��i��r���r�������ri�iy�r��i - 440 Iv1 iv i lOr�� 4 0 ,1 111 �r! ��r�r! ��rir�r�r! ��r�r! �! r! �����! rr�r! rr�! r! rr���r�r�r��ir�ri��r�ri'r���rti 10141011/4011141111 �i11111- rh��111111:1111rr r! r1rir !71111r�r!r1r-r!r1r!r11r!r1l r���r�����rl��rti�r�r����ri' r�r �r�rir�r � >r�rir�rirri'r�ririi IVIV 01111rN!I 4 - i rIr!r!� i 10111r��r!�rir�1 it alovigitglointivIvilvIgivvill 1!r!� 00. - 00111 - ! �r�r�rr�r�r4l�r�rir�r �rir�y� r�r�r�r ��hlir��r�r�r�r�r�r�r� 1 l�l l J / / l l l � l l / / i iVi$i VI 1 VIVI$hr lV!Vi 11/4 IV I V$V IVIVIVI *IVIVIVI# irir�r ov�r! riririr! rlrwrwr i rhl ivivir!vithi lvi rir!1 l l l r J" 1- .� r !r�rir�rlr�r�r� il r�rir 1r �r�1 r r � r r � r r r r r r r ' i v ivi r%%r >M - i �r r�r�r��� � ir � r � r � r � rlrlr � l iritiri�%iri>ririvviririvirii iri�lolirilvvivivi v iv it r � rlvlrr i lg vtl t ir!II!r!IIhl�rhlh io wi ll h o vi v i o l���vivivi riv it o v i v igivi vi vI lhlhlj !1 ��i��r��r�r�r�r�r���r�r�r�r�r�l1�N�rir�� ►���r�r���rN�r�r���r�rir�r�r►i X11! r�r��r�r�r! Wr! r! r! r! ��r! rr�! rJ h�r�r! r! r !r!rir�r!r�rl�r!r�r!r!r!�r��r�1 irir�rh i viil r iirirvvvilr�1 rtil!vv!rhl li Ii1 irIViVJWIVIrlrIVIVIVI* �VIVJVLVIWVIVirirVlVIVir�rl *IV�rlriririririrll lir!II Irlrlr IV1VIr lV! rIW! V rlr1l lriririr &&VIVIV%lririri*IVIriril lrlririrlvlriyirirl�lrirlrlrirlr rlrirlilrlrlrlrlrl >rlrlrlrlrlrlrlrlrirl�l>II ir!r!rl i v it o vil yliVIVIVAV I V 11 r ho v i y�r�r�r�riri> rir�rir�r�r�>r�riri'rirlr�r�ri� r!r!r!r!r!r!r!r!tihor rl r! r! r! r! r! r! r! r! r! r!r!r!r!r!r!r!r!r!r!r!r!r!r!r! 1 1 1 1 LEGEND EXST. 8° CONC. NEW 8' CBS WALL EXIST, PARTIT! O NEW 4" PAATMON W/ 2 x 4 WOOD STUDS 0 100" O.C. AND ONE LAY ::. 1/2' GYPSUM DRYWALL EA SIDE EXISTING NON - LOAD BEARING PARTITION TO SE REMOVED OPEN EXIST. PARTITION $ INSTALL 3' -O" x 6' -8" BI -FOLD DOORS. REMOVE ALL EXIST. FXTURES AND BATH WALLS. RE- CONSTRUCT BATH $ CLOSET AS SHOWN SECOND FLOOR P,AN SCALE 1/4" =1-O" REMOVE _>(.5T. WINDOWS AND INCREASE OPENING TO FIT NEW ESN 34 1111111111111{11111111 HE °S EL � MEMO ii�►J� uuuuilIOiU1IPuuuuuu 11111111 REMOVE EXIST. WOWS AND INSTALL_ FR. DOORS W/. 5!DELITES AS SHOWN; NO`E_. REMOVE EXIST. NON - BEARING ?ARTIT'ON AND GONSTRLGT NEW PARTITION W/ NGHE AT LOCATION SHOWN 9 l N cy EPL.AGE ALL EXISTING WINDOWS AND INSTALL STORM SHUTTERS FIN. FLR. 2nd FLR NEW DECORATIVE IRON PAIL 20" MIN. ,r F XED 36 MIN. AN 44 "'AX. EGI2ESS WINDOW DETAIL N.T.S. 37'-6" GROLJ\D FLOOR PAN SCIALE va - r -o NCREASE WND, OPENING TO FIT 33 SH u 9 I r I r-7 r 1 —TI CANVAS AWN NGS -- — - --'-4&--- syssagiswi Akokitote 7 SEE 3A3_E END DETAIL, SHEEN A-3 EXIST, T= N STUCCO (TYP.) 0 000 0 LEFT SIDE ELEVATION SCALE 1/4" = 1-0" WINDOW NOTES: 1, WINDOWS SHOWN ARE OF SAME SIZE LOCATION AS EXISTING, EXCE THAT WINDOW 'N 2H. STORY BATHROOM IS REDUCED IN H EIGHT 2. EXISTING WINDOWS ARE JALOUSIE. NEW WINDOWS TO BE SINGLE -HUNG 3. WINDOWS TO BE WHITE ALUMINUM WITH LIGHT TINT. n n rw ^ ^ n ^ ^ � ^ ^ ^ re r� n r� n n ^ r� _. n,^, r�1► �1�1�����1����► �1�1�1�J���1�t�1• P! ���1���h1�1�� ►'�hhh����V�1�1►!�1�_ � � �: 1 1. 1 .1, .1 1 1 1 1 1 1 1 1: 1 1 1 .1 1► � 1 AAA^_A__AA AAAA_►AAa�A_AA A__��^^It A A A A A A A A A A A A A A A A A A A� �1 1 IAIA1 IAIAI 1 IAI 1 1 1 IAI 1 1 IAIAI IAI 1 IAI IAIAI IAIAIA �_ 111111- 1- IIIIIIIIIIIIIAIAIAI----- �_ -_ - -- - - - - --- - - A _ A SAN A AAAAAAAA AAAAAA AAA A. A. AAAAAAA._,_AAAAA _ � , IJAI I�LJ 1 1 IJ,J IAI,JJ,1 1 1JAL�I 1 IAI IIAIAIA1A1A1A�AIAIAI „IA1 �IAI �I,. 1 �I J -�I �IAIAI J 1 1 1 �I .IAI �1 1 1 _ � _ _ - , _ _ _ - -, - - _ - � _ � � _ s - -, _ AAAAAAAAAAAA A_ AAAA AA,. AAAA ^AAA �IAIA IAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAh1 1 1 1 1 1 1 1-,1 IAI IA_I IAIAI 1 1 1 IAI -,_I, IAIAI 1 1 1 I>AIAIAI _I, 1 1 A AA A AAAA A �A� AA AAAA _ A � , AI-�1 1 1 1 IAIAIAIAIAIAIAIAI��IAIAIAI ,AIAIAIAIAIAIAI J �I �IA1 1.1 I - I ,I�JA_I, -�1 I-�I�I IAI-�1 1 �I I-�IA1 I-,1 1-�1 IAI _I, I _ s_ J A A AAAAA A _ A A A A AA A 10411011110141/140 �iA �, A A� A A A AIAIAIAIAIAIAIAIAIAIAIAIAI �IAIAI - �1 -�1-�1 IA1 IAIAIAI -JAI -�1 I- �IAIAI 1- �1�1�1 -� IAI 1 IAI 1 1 1 &&,UUUV/ \`���i�,11� bilvIl blblIvItI lIvIly lbal blI����vt i�rlia��ilblkil���il������1��11r11v1Iv lbad �•t EXIST, G3S WA_L X1014401 *1* *A04141114000-11110-4011t� 0/41040011 440-4011,4140110— � 1 114,AI01"111 A� 141101IAIAIA511101 IA1 0 010 11�lAlA11 11"4IAIA1 ‘141A_14141/11A_1AIA 0- 4144IAIAIAIAI 114014IA 01-114 AIAIA IA_I4IAIAIA010% FRONT ELEVATION SCALE 1/4” =1-0" EX S' CLA' `il_E ROOF - E X:ST CLEANLT DOOR EX15T. GALA" T-= ROOF 1�1AtA1AA1401 41A1A1A1AiA1 1- 1AIA1A140141A1A1A1A1A1 4 =X15 STUCCO EXST. G_AY TI_± 200E PIN. FLR. NOTES: SIGHT SIDE ELEVATION SCALE 1/4" =1-0" 1. REPLACE ALL WINDOWS AS SHOWN 2. PRESSURE GLEAN EXTERIOR CBS 3. FILL ALL CRACKS \V/ VINLOX 4. PANT EXTERIOR Ir, r�r i. r. rr, rr l llrrl lh ► Ilr rr�,ir- �i,il,r lrrrrl r,rv�i � .� �ui�i�i I r r. I,r,i�. t r I ,1 00011 ,I 0 .00 01,1 - 0 ,0 �I IA1 01 1-,1 I -,1-,I 0 - 0 JAI 1 0.00 IAIAIAIAIAIAIAIAI 01.41.40 �lAlAlA000 A AAAA,AA A A A A AA AAAAA A,AA A._____ _ IAIAI� IAI .1 1 �I -�IAI ,i- �IAIAIAIAIAI �IAI- I�� IAI IAI 1 .IAI �I J l .I -IAI IAI 1 1_AIAIAIAI- IAIAIAIAIAIAIAI�IAIAIAIAIAIAIAIAIAIA A IAI �IAIAI.1- ,1.1 -.IAI �IAIAI -.IAI �IAI �I �I -�l J .IAI �I -.I _I J ,I J-.IAI J- �IAIAI J �IAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIA ., A I IAI -`IAI -�1 I ,1- �IAIA1 IAIAIAI- �IAI,1,1�1 �I-� IAIA1 �IAIAI�1- .1- . IAIAI�IAIAIAI IAIAIAIAIAIAIAIAIAIAIAIAIAI�IAIAIAIAIAIAIArA _ A A A IAI AAAAAA AAAAAAAAAAAAAA,AA AAAA A AAAAA A AA A,AAAA AA A I�II1�1�1�11�1�1�1�1�1�1�11 �I�I�I�I�II�I�II�I�I�IIII�I� 1�A 1111�1 1 III�III�IIA11� 1,1A 10 A **A1Atoto14014 A A1A1A0A1A1A1A1A1A 4001 40- 110011"0 00-114 A� A1A1A1 AI1100 A�AIAIA0A10114-010 0104AtA1A1AtA�At��A1A 1104.% A1A1A1A1A111�0101 011-0- 1010 A110101A1A1A1 - 01-0,../11 1 _ 1 101 01 ,�AAIAIAIAIA1A1A1�110110 0 14 tA111 0101 0 1111 - 1111" A11A1�t411101 141, 4141414141 /tAtAt11001 0141AtAt 101104At4 1 40111"1001010014140014011411101410 2" x 10 FASCIA — 4 --4 TEXTURED STUCCO TO MATCH cNST. CRAWL SPACE VENTS SEE TY2. \VALL SECTON N -- ------- ENS CBS \VAL_ REAR ELEVAT SCALE 1/4" =1' -0" ON NEW 2 A` TILE ROOF TO i" IATG'rl -- (ST,NG =UTLR A\VN.NG E - C ERS BERM up 3' RAKED BEAM W/ 2 - E GEE GABLE END DETAL , 5- EFT -3 EXST. W,NDOW'S AND 'NSTA__ DCCRS w/ S -.E T S AS Si-Q' VN DAWN A.L. CHECKED T.R. DATE JULY 12, 2000 SCALE JOB No, OF 4 SHEET A -2 5 'T E ET5 SEE- GAB'_E END DETAIL, SHEET A-3 CANVAS AWNINGS --BY-OTHERS NEW 0 000 0 LGH` TEXTURED STUCCO ; YP.) EX 5T. FiN. FL2 LEFT SIDE ELEVATION SCALE 1/4" =1 -0 EXIST. C_P.Y T'Le RCO= F N. FLR EX15T. CLEANUT DOOR y � I CRAWL SPADE VENTS SEE -- -"P . WALL SECTION _IG'HT TEXTuREO'STUCCO (TYP. EXIST. CBS WALL- 2 x 10' FASCIA 1EAl2 ELEVATION SCALE 1/4-" = 1 -0 NEW CLAY TILE ROOCF TO MATCH c>GS11N 5 FUTURE A \WNING BY OTHERS BERM UP OPEN 2E O E XIST. W'NOOWS — AND NSTA__ `^_TA_ = ENCH DOORS W/ S_O_JTES AS SHOWN L `EXT'JRED STUCCO (TYP.; RIGHT SIDE ELEVATION SCALE 1/4" =1 -0" EXE NEW 1 NOTES: 1. REPLACE ,ALL WINDOWS AND EXTERIOR DOORS AS SHOWN 2. SANDBLAST EXTEROR GBS 3. FILL ALL CRACKS W/ V'NLOX 4. RE- STUCCO EXTERIOR 5. PANT EXTERIOR FIN. FUR. RAKED BEAM W/ 2 -113 SEE GABLE ENO OETA_. STEETA -3 1" x 2" P.T. WOOD FURRING - WOOD FASCIA TO MATCH EXISTING 8" x 8" GONG. RAKE BEAM W/2 - #5 CONT, e7A ROOFING SYSTEM ON 5/8" EXTERIOR GRADE PLYWOOD. ATTACHED WITH 8 d NALS AT 6" D.G. AT PANEL EDGE AND 12" ON CENTER SUPPORT SE`1C0 TAPR 212 TRUSS ANCHOR EACH TRUSS W/8 -10d NAILS MiNIMuM. GALV. M =TAI_ DRIP W/3/4" RING SHANKED NIA'LS @ 4" O.G. ,NTH AND PLASTER SOFFIT TO iMATCH EXISTING W/ INSECT CCNTINIOUS SCREEN VENT. GABLE END DETAIL SCALE 3i4 = r -o STRUG7,RAL NOTES All work shall comply with the South = lorido Building Code, the American Concrete Institute AC- 318 -83 ord all other appliccb!e codes and reguIctiors. Al corcrete shall develop the Followlrg mirimum 28 -day compressive strengths unless otherwise shown or the structural pions: P -eccst 5000 ps All other 3000 psi (u.n.o.) 3 umo off' corcrete she not exceee 5 ire-es. Reinforcing steel shall be clean, deforrred 'oars of new 'billet s -eel conforming with A.S.T. All reinfercirg shell have the follow mirimum corcrete coverage: roctl - gs 3 Exterior cantilevered slobs 1 S'ebs po.ree on gro-nd 1 1/2' Grade beams 3 Seams and col.zmns 1 1/2 Suspended st- uctu -c' slobs 3/4" StrLetural steel shat' comp'y wit^ A.S.T.M We'd rg e'eot-oces snOl be type E70XX. Structural steel columns shell comply w''t'n A.S.T.M. - 7 - 500 o" A.S.T.M.- A-50 AI steel columns shall be filled with 3000 psi pearock corcrete. Structural steel bolts shall conform with A. S.T. M.- A-325. All str lumber shall be of c clearly labeled and approved species with c minimum strength of Fd = psi. Fact ngs sha'' be or ^d sturbed soil. See salt notes. All slobs or grove shall be poured over o .000 in. visqueen rrerrbrane on clean, well comps tea norganic Al compacted she I attain a min'mum 95 P6 dens ty at optimum mo stu-e cs determirea by the Stcrdard Proctor test unless noted otherwise on Soil Statement. r 2' x10" OUTLOOKER @ 24" O.C. \V/ SEMCO CLPBF BUTTERFLY 'HANGER W/12 - ed NAILS AT HEADER AND 3 - WAILS AT .,01ST 1/2" GYP. DRYWALL ON 1" x 3" WD. @ 1e" O.G. 8" x 12" GONG. TIE BEAM W/ 4 -4 5 CONT. AND # 3 STIRRUPS, 1st. 4. @ 12, BALANCE AT 48" O.G. PROVIDE TWO 30" x 30" # 5 CORNER BARS EV. CORNER A4 6r,4E; . -7185. 5EMG0 TAPR 212 EA. JOST W/8 -1 0d NAILS 1,115 LBS. ALLOWABLE UPLIFT 9''J LBS. ACTUAL UPLIFT 2 -1/2" GAL V. DRP NAILED @ 40.G. VY/ RING. SHANKED NALS 1 x 2 FUR.RNG CONT. 2 x 10 WOOD FASGA NTH E STUCCO SOFFIT W/ VENT SCREENS (4" x 16" @ 4 O.G. 5/8 STUCCO 8" GONG. BLOCK TRUSS TYPE HORIZONTAL 'R EINFORCiNG EVERY OTHER COURSE TO EXTEND 4" NTO TIE COLS. 5/8 TIE . N • N N FLOOR PLAN REV. 1 -17 -01 WEATHER GAP GRADE SECURITY AND ENTRY PREVENTON 1, Provide intrusion and burglcry security devices cs set fornh H +he South Florida Building Code. 2. Al 'oc'ks or exterior doors s -al be capable of res sting c Force c app 'ea in any - noveab e direction and H accordance w +'n resistance standards set 4 '0r - word ln the South F'or'da Build ng Code. 3. Al single exte- or sw rg doo - stroll have a lock to be <ey operated From the exterior wit- c m nlmum of 0000 possible key changes or loc<I -!g auxll a -y single dead bolt w -h na^dened 'bolt nserts. 4, `ne acfve leaf of pars of ex+e swing doors sha' hav some oc'<s as required for singe exte - Ion swing doors. The Ir act lye eaf shall have mu tale ports of'ocss with 5/8' min. throw bolts with inserts. 5. Jambs of all exterior offset type H swirg doors shall be rabbeted or of a simllcr fabrica +ion to prevent defeating the purpose of the s +rike and the In-egrity of he locks and latches. H'inges on exterior out swinging doors snail hove non-- e-navcb e pins and non - exposed screws. 7, Gass and exterior doors s'na l comply with t -,e American Natonal Standards ns+HYute's Standard 297.1. 8. Vision panels of ex doors shall comply with the American National Standard Institute's Stondard 297.1. 9. Windows shall be ins ed and cons- ructed so -no- no pane can be'ifted from -'ne tracks when In the locked pos'ton and so as to comply witn the Arc'ntectu -a' Alum num Makers Assoc'aton Storcards for Force E-try 2es storce, AMA 1 3033. 1 Provde'ocks os per SFSC. Exterior windows s'na I be locked with device ccpob'e oFwitnstanding a force of lbs.appl'ed In an operob e drection. 10. Exterior window used as a means of escape shall hove si s at no higher tho- 42' A.F.F. 11, Front main en -ranee doors sna' be provided with a door score or vision panels. DOOR LATCHES: 1. Every closet door latc'n shall be sucn that c'ni'dren con open the door from ns'de the closet. 2. Every bathroom door lock shall be designed to permit the open ng of the lock door from the outside, ln an emergency. 8" x 12" CONG. TIE BEAM \V/ 4- 35 GONT. AND 43 TIES, 1st. 4- C; BALANGE @ 48" ALSO PROVIDE 2 - #5 BENT BARS (30" x 30) EA CORNER 1/2 GYP. DRYWALL ON FURRING 1 6 " O.C. a' CONC. SLAB W/ 6 x 6 -10/110 W.W.M. ON WELL COMPACTED CLEAN FILL GAY BARREL TILE ON 1 -X15 TIN GAPPED AT 6' CG, AND 1- 904 HOT - MOPPED. ALL OVER 5/8 ETER. GRADE PLYWOOD III 1= III =111 =II =11 1 -11 11E11 I4 I f= Tif =11 111 =111 I I I I ITI U I I I 1 111 - III =' 2x10JOISTS @16 " 0.G. '2 METAL FLASHING (GONTIN.) 2 x 8 PT NAILER ATTACHED W/ 5/8' x 4-1/2" A.B. @ 24" O.G. STAGGERED MIT 11 111= f1 1TI -1TI 1 1 -1 1 -1 1 -1 1 - 1 -1 t =111 =11 TI 11 =111 11 =111 1511 1 =1 T I Iml I I I T 111 -1 11 =1 I- 111 =11 1 —_T =1 — ITT 1 = ' - T - 1�1- I l_111 111- 111 -111 I l l III -11 t -1 1 =11 I: — 11 I — I 11 - 111 - 1 — 'IlTlll =111= 1 =111 (3) 4' PVG FOR VENTILATION 12' x 24' GONG. FOOTING W/ #5 CONT. (FCR FUTURE 2nd. STORY) d5 6 - 4. G eos - .(5A,-1 S -1 11 - 111 -111- 111 -111 —T1 - 1 1 -1I IT I I— TYPICAL WALL SECTION SCALE : 1/2" =1' -O" EXISTING TIE BEA1" 1 EXI5 — . SECOND FLOO EXISTING 8' 0B5 WAL- EXIST. RESIDENCE 1 1 1 III — III — III — III I — I rITKT � --1 I-f 1 IT I I -.,11 l EXIST. 2" x 1 0 "s @ 16' O.G. + 11.'9 E 1ST, 1 =111 -1 EXISTING CONC. FOOTING GRADE EXISTING C. LA 05n(t2C1- ON 5/8" EXTERCR GRADE PLYWOOD. ATTACHED WITH 8 d NALS AT 6" O.C, AT PANEL EDGE AND 12" ON CENTER SUPPORT S c C � 1_ , , %N./ALL !SE- 4 f, ot.) Oder — SEMGO TAPR 212 TRUSS ANCHOR EACH TRUSS W/8 - 10d NAILS MiN�MUM, GALV. METAL DR,P W/3/4' RING SHANKED NAILS @ 4" D.G. 1" x 2" P.T. WOOD FURRING WOOD FASCIA TO MATCH LATH AND PLASTER SOFFT TO MATCH EXISTING W/ INSECT CONTINiOUS SCREEN VENT. 8" x 8" GONG. RAKE BEAM W/ 2 - # 5 CONT. 71.E FIRESTOP GABLE END DETAIL SCALE : 3/4 _'-0 2" x10' OUTLOOKER @ 24" O.C. W/ SEMCO CLPBF BUTTERFLY HANGER W/ 12 - NAILS AT HEADER AND 3 - 6d (NAILS AT JOIST 2" x10' s@ 16" C.G. R 19 INSULATION 1/2" GYP. DRYWALL ON 1" x 3" VD, @ 10' O.C. 8" x17 GONG, TE BEAM W/ 4 -# 5 CONT, AND # 3 STIRRUPS, 15t. 4 @ 12, BALANCE AT 48" O.C. PROVIDE TWO 30' x 30" 5 CORNER BARS EV. CORNER FIRESTOP 8" x12 GONG, TE BEA`1 W/ 4- 45 CONT. AND 43 TES, 1st, 4 (4)12, BAL NNGE @ 48" ALSO Pf2OMD= 2 - 45 BENT BARS (30" x 30) EA CORNER R =3.7 FOIL BACK INSULATION �1rza�� ro P 1/2" EXPANSION MATERIAL. DOUBLE MESH 30" TYP. AT PERIMETER 72' GYP. DRYWALL ON'x3\VD, @'0 " O.G. 1/2 GYP. DRYWALL ON FURRING @ "0.c. FIRESTOP RESTOP 4: CONC. SLAB W/ 6 x - 10110 W.W." 1. ON WELL COMPACTED CLEAN FILL +11.13 PROPOSED SEMGO TAPR 212 EA. J0 57" W/ 8 -10d NALS 1,115 LBS. ALLOWABLE UPLIFT 910 LBS. ACTUAL UPLIFT 2-1/2" GALV. DRIP NAILED @ 4" O.C. W/ RING. SHANKED NAILS 1 x 2 FURRING CONT. 2 x10 WOOD FASCA LATH E STUCCO SOFFIT W/ VENT SCREENS (4" x10' @ 4 O.G.) 5/8" STUCCO 6 CONC. BLOCK TRUSS TYPE HORIZONTAL REINFORcCU,G EVERY OTHER COURSE TO EXTEND 4` INTO TIE COLS. 5/8" Tea• DOWN AS SHOWN IN FLOOR PLAN (MIN. L"AP 24") WEATHIER GAP GRADE CLAY BARREL TILE ON 1 - #15 TIN CAPPED AT 6' D.C. AND 1 - 904 HOT - MOPPED. ALL OVER 5/8' EXTER. GRADE PLYWOOD 1I 1 I I -' 1 1—I 11=1 111=1 I — � — �rr_1Tr i Tr_ III =111 == III= I I =117-1 I I- I -T-1 IT —I 11 - 11 -111 =1 — — III —III I II =1 -1 I l -1 I -1 1=- 11 —ill —I 1 I —I 1 I :fii I I -111=1 11— Ill —� =11 I i� I I— III =1 I 1— �1 =11; —I 2 x10 JO STS V 10' C.G. 12 12" x 24" GONG. FOOTING W/ 3 - 45 CONT. (FOR FUTURE 2nd. STORY) `^ETAL F .ASH!NG (GONTIN.) 2 x 8 2T NAIR ATTACHED W/ 5/8" x 4 -7/2" A3. @ 24' O.G. STAGGERED != 111 =III -1 11=1E1=11 TI =111 =11 I -1 1T- 1TI- T= 1T -1 =1 1= I— 1 =111 —T — Ill-- 1 -1 11 -1 I I— III =1_� =1 i= 171 -1_i 1 = 171 =1Tf —ri- Ti= lTf_T- 111 = Ti =17 =7111 T7 lT1—ii i =1T =1 1= T =T_ -1 I-1 —I III -T _ _ I � I T 1 1 1 111 1 111 11 ( 111111 1 I I 1 II —111 / F=1 I 1 DTI= iT(= _h =T=_l i I=1T IT -1Tf -1 � _ 1 1 1 1TiT111�� -,�, 11 I 1 —I 11= =I =1 =1 -! =111 1 1 =1 1 1= 5_17=111- �, 1 1 =1 11=1T =1 1 I 1 =111= 111 =1 — " — ' 11 - 11 111 ; � n —I =1 I I I 1.1 II I T-nT - (3) 4" PVG FOR VENTILATION — 1j( - - 1'p GAL WALL SECTION SCALE 1/2" = 1-0" - --EXISTING 8' GBS WALL F�M EXISTING TIE B EXIST. SECOND FLOOR EXIST. RESIDENCE EX' ST, 2' x 'l O" s @16" O.G. +11.19 EXIST, = I 1 — — III -1 =1 1= I 1 -1 1=1TT 1 -111 -111= " =I1 EXISTING GONG. FOOTING GRADE ?:l00 . NO l - O/b' EQUIPMENT SCHEDULE AR HANDLER RHEEM MOD. RBHJ21J11 NUCA COND. UNIT RHEEM MOD. RAPA030JAZ ELECT. HEATER 10 KW B TU' S 35,000 TONS 3 SEER 14.0 SENS'BL - 25.3 ziOO L . PLI - O/`d AIR HANDLER RHEEM MOD. RBHJ17JOG NUCAI COND. UNIT RHEEM MOD. RAPAJ24AZ ELECT. HEATER 5 KW 3 TU' S 24,000 TONS 2 SEER 14.0 SENS BLE 17.5 APPENDIX "A' SCHEDULE HVAG DESIGN REQUIRES YES NO DUCT SMOKE DETECTOR TIRE DAMPER (S) SMOKE DAMPER (S) FIRE - RATED ENCLOSURE F RE RATED FLOOR ROOF/ GEL ASSEMBLY / �/ FIRE STOPPING SMOKE CONTROL WEATHER GAPS OPEN ERRACE EX ST. WOOD BEAM 10 ".0 11111111. 1 BREAK =AST BECRCOM 4 10" x8" 220 CFM NEW SOFFIT 12 "x1 400 GEM LIVING R001-1 NOTE JNDE2GJT DOORS FOR A/G R E-TURN FOYER 10" x 6" 110 CFM '1 x 8".0 220 CFM COVERED TERRACE KITCHEN DINING ROOM GROUND FLOO A/C P SCALE 1/4" - 1' -0" AN '. PVC CONDENSATE_ TO PERVICUS GROUND 1" PVC CONDENSATE DRAIN DOWN TO PERVIOUS GROUND MASTER BEDROOM BALCONY 10' x 8" 220 CFM. 14'x10 BEDROOM 3 CONDENSING LNIT 4" GONG. SLAB N. T. S. (4) 4" x 4" TAPGON ANCHOR TO GONG. SLAB (TYP.) LIQUID AND SUCTION LINE MIN. 12" UNDERGROUND \V/ INSULATION LOU D E SUCTION LINES IN ATTIC T 10"x 220 CFM `_vim- f`S7 I I ✓�., rte. -� ,�. i.i. ,. �- I BEDROOM 2 SECOND FLOORA/C PAN POWER E CONTROL CONNECTIONS CONDENSING UNIT MOUNTING DETAIL REVISIONS BY DJAWN A.L. CHECKED T. R. OF 1 DATc JULY 12, 2000 SCALE JOB No, SHEET A/C-1 SHEETS ELECTRICAL PANEL ''Al GRG. DESCRIPTION S<R. WIRE GOND WATTS REMARKS 2 GEN. LIGHT. /RECEPT. 1 5 14- ROMEX 4 GEN. LIGHT. /RECEPT. 5 14- ROMEX 6 GEN. LIGHT. /RECEPT. .,5 14 ROMEX 8 SMOKE D. /BATH NON GFI 75 14- ROMEX 10 SMALL APPLIANCE 20 12 ROMEX 12 REFRIGERATOR 15 14 ROMEX 14 DISHWASHER 5 14- ROMEX 1,500 18 OVEN - RANGE 50 6 ROMEX 6,000 18 DRYER 20 12 ROMEX 1,500 20 A/G CONDENSER # 1 40 8 ROMEX 5,000 27 A.H.U. # 2 60 0 ROMEX 10,750 22 GFI RECPT. 20 12 ROMEX 1,500 GFI 24 SPARE 33 A/C CONDENSER 4 2 40 8 ROMEX 5,000 26 28 FUTURE EXTER. LIGHTS 15 14- 1/2" 1,500 30 TAN KLESS 32 WATER HEATER 60 6 ROMEX 11,800 TITAN N -120 34 SPARE 240 V, 1 PH. , 3W ELECTRICAL PANEL 'A" FLUSH MOUNT. 200 A M LO CORG. DESCRPTION BKR. WIRE GOND WATTS REMARKS 1 GEN. LIGHT. /RECE2T. 15 14 ROMEX 3 GEN. L GHT. /RECEPT. 15 14 ROMEX 5 GEN. L 'GHT- /RECEPT. 15 14 ROMEX 7 GEN. L 'GHT. /REGEPT. 15 14 ROMEX 9 SMALL APPLIANCES 20 12 ROMEX 11 SMALL APPLIANCES 20 12 ROMEX 13 FOOD DISPOSAL 20 12 ROMEX 1,500 15 17 OVEN - RANGE 50 6 ROMEX 6,000 19 21 A.H.U. # 1 60 6 ROMEX 10,750 23 25 A/G CONDENSER # 1 40 8 ROMEX 5,000 27 CLOTHES WASHER 20 12 ROMEX 1,500 29 GFI RECPT. 20 12 ROMEX 1,500 GFI 31 SPARE 33 SPARE E�. flc.rc�4 pN (. A O SC • P NI es o r' C • _ N E OP BALCONY ABOVE Y Z LIVING ROOM FOYER BEDRGGM A/c 9.21 No.' COVERED TERRACE D NING'ROOM 3'T 2`C,0 A GFI 10 RID WP -CFI Vii 0 TERRACE 23 \ \P GF1 _ 0 0 SI,GTION _N=S _QU10 S UGT GN LINES JNDE2 S.AS N' G PVC - FAN _GHT -` 32EA.<FAS so N A 'ace? A o 3\V 1' PVC CONDENSATE _NE TO PE2V OUS GROUN:. i ELECTRICAb GROUND FLOOR P_A\ SCALE 1/4" = 1-0" A" = - T -- -6---9 0coNs, -GT 11► lb AIL MIR GLO. BALCONY 5 MASTER BEDROOM 1� 1 I 'ICI <I 4 1 ) GLO. 20,22 • 6 �� I 1- =' , 1 7 BEDROOM 2 BEDROOM 3 A.H.U. TYP. DISCONNECT MOUNTING N . A/C AHLLJ (20,000 @ 6596) A/G Fan 2 x 750 First 10.00 KW @ 10096 Balance ( 40% (29,726 X .40) A/G loodJs A/C Fan DSGONN_G `^ETA� STAND SCALE 1/4' =1' -O" PANEL 'A" CALCULATIONS 2,142 s.f, , 3.0 WATTS /s.f. Small appliances (3 @ 1,500) Refrigerator D i s hwa sneer Water Hi'eater (Tarkless) Oven /Rannge. Clothes \Wcsher Clothes LOryer Disposal Sub -tot o ELEGTICAL SECOND FLOOR PLAN 6,426 Watts 4,500 1,500 1,500 11,800 6,000 1,500 5,000 1,500 39,726 13,000 1,500 10,000 11,890 13,000 1,500 Totcl 'oad: 36,390 Watts 36,390 warts /240 volts =151.62 A Use 200 A pare) GRADE TO ROD IN GROUND 1 #$ THW GU IN 1 1/2' GOND. I 10 -0 TO COLD W.P. 2 - 3/8' x 8 -0" GROUNDING ELECTRODES ATTACH TO FOUNDATION STEEL � c-� 1 4�V -_. 200 A N.T.S. -FPL SERVICE PANEL "Al 120/240 L 200 AMP 3 #2/0 Cu 1 1/2' GOND. 50 A J PNL 120/240 50 A G u 1 1/2" GOND, ELECTRICAL RISEN REV 'SIGNS 6Y 3' TO EX ST. SE�`IG `AN< J 1/2 SANITARY N.T.S. LAV 2' VTR J L W ' ' 2 =� SER D TLB 7 =j 3' VTR J L 2 VTR J L AGRAM 2' 2 FLOOR re LINE OF BALCONY ABOVE G.O. 3 G.O. 3" TO EXIST. SE2TG TANK COVERED TERRACE PLUMBING GROUND FLOOR PLAN SCALE va = -o A G. No. 2 BEDROOM 3 MASTER BEDROOM BALCONY 3' DOWN TO G ROLND FLOOR BEDROOM 2 -�. v -�� y , � 11 _ L PLUMBING SECON FLOOR PLAN SCALE 1/4' = 1' -0' REP _AGE ALL DAMAGED PLUMBING AS REQUIRED ATE DEC 11, 2000 ELECTRIC (STOI�AG PANEL "B" = ARRT) 240 V, 1 H. , 3W \ SURF. MIOL NT. 50 A \� MLO GIRD. D= SGRI PTO N -- R. WIRE GOND WATTS REMARKS B -1 GEN. L'GHT. /ECE 15 14 ROMEX B -2 S'A! L APPLIANCES 20 12 ROMEX SPARE SPARE EX. ST. "' ETAL STRAP EA LOIS` F2ESTo� EX ST. `'1E SEA-1 5,' 8" GYP. WALLBOARD ON = LRRNGS CC'S° D.G. EXIST. 8' CBS WALL 111 11 III =1� I!' j jl l j l 11 l i t l j l _11a= - a ,_ - 111 - ,1111 = EXIST. GONG. FOOTING 411 RE ° EXST. ROOF $ R. ,_ACE WTh 3 -PLC' R� F SYSTEM OVER 5 /S' E>CTER GRADE PI_ IA ODD REMOVE 1 .-ACc AS RE0U :2ED TE2CRATED _OSTS TYPICAL WALL SECTION AT STO RAG E /CARPO I T SCALE : 1/2' _ -O" EX'S A_ STRAP A. LOST RE %'LAC_ - X3 - .1' x'C" �ASCA O• G'RDER ,5y < /IPA PA 712. / - Z(714 �crD 306 s.f. x 3 Appljances Circ. PANEL "B" CALCULATIONS 11,578 watts /240 vots = 10 A. Use 50 A panel 'B" 318 Watts 1,500 PNL. n 1 Total load: 2,418 Watts 2- 2 GA_V RIP W/ RING- S- {AN<ED NA S @ 4-" OVER rURRNG 5r -34 5 -2 STORAGE 5 -2 (EX ST, GARAGE) EXST. CBS WALLS SH -24 REPLACE ALL EXIST. WINDOWS 5 -2 REPLACE EXIST DOOR REj iCVE EX15T. GARAGE CCCR $ CLOSE N `V/ 8" CBS 5 -2 iN STORAGE/CARPORT FLOOR PLAN 0 JO, )_ SCALE 1/4" = --- Th (1-Af (=r)ri: /2 rIII vV�n e I :F P/; e4 ' ,' /4 r Jil 111�I EXST. STEEL COS. \Y \9. 2411. .`. % :- . yri � j Y 4 4 S, r :It 44 .-e6 r .• G3 • f`) ecq fR7< r, i g i /!4 r [ Z Ur r3 1 i.� /I c r $ L=t , r X /h .100ye J ,X J ; } , t tL4 l! 1,41 , 4 •rE t t, S 11 { c i r, 2' fcz o/ ,S r 4 c *,r.) /. 4 /2 s , /r 3' * e^e J 14 <fi re42 I'F (_ •1, Vi n/ `r 05 Ar 0 4 v < /./ y f?/ s 4.1 /} \d «y /: 1. \ > '4.4'1.4 #w'., :v : \2 lyrk "Kt :i w) A 4 *t > 3 "¥ , \.,1 yx \ §y - : > \ / • � y w .; v � \' • ' .. < mvy y «§. : . ® © rLf k / 1 \\ « »... ..., \f 2t .. >,. "Ai "V tLe 1 "