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T ro , 444......orlorrro 3.44444* ,o4 9/ 14 P :2 ;4 ti N D // se se _to' ammesummmor This property described as: Lots 15 and the West 41 feet of Lot 16, Block 170, SECTION NO. 8 OF MIAMI SHORES, according to the Plat thereof, as recorded in Plat Book 14, Page 33 of the Public Records of Dade County, Florida. Note: Underground encroachments and utilities, if any, not located. FLOOD ZONE: X O Z5� a L0e-o w 015' .L. o /S' 0 K PROPERTY OF: fr.Zo Nut vatid unlestembossed with Surveyor's Seal. . Lara, s 2 gl,ad 04) �h N Nr.' t I5,2o' ) Y a C � ? 116 4t (Z,60' 1,o'cw A' BOUNDARY sitvfiY 1 hereby certify that the survey repre• sented hereon meets the minimum technical standards set forth by the Board of Surveyors pursuant to Sect o 4 27, Fla. St uses. There are e •achments,o 1aps,easements app . ring on the at, other than as A sh, n ereto` Ge..--■" Fla. Reg. a d surveyor No 432 7 QEA1 iovi liViS 15,00 3 wtE _.y ¶3 [ Jv� _ w c,. O C pl we-6g, 41.0 a Lo I� (140 0 t\ +E- 19 o.3s ed... ? ":41 11s criru 41 LOxaTloKI M AP : ,L oo ' Certified To: M and M Title Services, Inc., Commonwealth Land Title Insurance z 0 w a z 0 N } 2 u_ z w w Company and Sears « Mortgage Corporatioi -- its successors and/ or assigns. Miami Shores, Florida. LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address .359 AIcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 DATE SCALE t DRAWN BY DRWG. NO I'2 - 90 I "-20 90 -9520 5o' sd So N D // II 10 6 ammesummmor This property described as: Lots 15 and the West 41 feet of Lot 16, Block 170, SECTION NO. 8 OF MIAMI SHORES, according to the Plat thereof, as recorded in Plat Book 14, Page 33 of the Public Records of Dade County, Florida. Note: Underground encroachments and utilities, if any, not located. FLOOD ZONE: X O Z5� a L0e-o w 015' .L. o /S' 0 K PROPERTY OF: fr.Zo Nut vatid unlestembossed with Surveyor's Seal. . Lara, s 2 gl,ad 04) �h N Nr.' t I5,2o' ) Y a C � ? 116 4t (Z,60' 1,o'cw A' BOUNDARY sitvfiY 1 hereby certify that the survey repre• sented hereon meets the minimum technical standards set forth by the Board of Surveyors pursuant to Sect o 4 27, Fla. St uses. There are e •achments,o 1aps,easements app . ring on the at, other than as A sh, n ereto` Ge..--■" Fla. Reg. a d surveyor No 432 7 QEA1 iovi liViS 15,00 3 wtE _.y ¶3 [ Jv� _ w c,. O C pl we-6g, 41.0 a Lo I� (140 0 t\ +E- 19 o.3s ed... ? ":41 11s criru 41 LOxaTloKI M AP : ,L oo ' Certified To: M and M Title Services, Inc., Commonwealth Land Title Insurance z 0 w a z 0 N } 2 u_ z w w Company and Sears « Mortgage Corporatioi -- its successors and/ or assigns. Miami Shores, Florida. LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address .359 AIcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 DATE SCALE t DRAWN BY DRWG. NO I'2 - 90 I "-20 90 -9520 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r r r r r r r ---- ------ ■■■ -- MIMMINIMMIIIMMIMMIIMINIMMINIMMIMMINIMMIMMINMIIMMUMMIIMMIMEMMIMMIIIMMIMMINMIMMIMMINMIM MMINIIIIMMI lIlMUMIMIMMIMllllMMIMIMMIMIIMIUMMUMNIMMIlMIMIMIMIMI MMIMMEMMIIMMllMIM 8 "x12" , starter col ��■��1 W/4 —#5 vert #3 ties 0 12 o I 11 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 + 50.0 PSF —54.2 PSF VI NEW 11111 1111 il..4l11111 .11.1 1111 + 50.0 PSF —54.2 PSF I 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 i 1 1 _dale IMMINIMMEMBNIMMiblifiLSIMMMIMMEMior..._ 57" + 50.0 PSF —54.2 PSF EXISTING BEDROOM EAST ELEVATION SCALE: " =1' -0" \ #4 01 6" horiz dowels 1�l W /6 "boked ea. end see TERMITE PROTECTION TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. THIS SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. THIS TREATMENT SHALL BE PLACED INSIDE AND OUTSIDE THE FOUNDATION PERIMETER. ), °CVF =26 T #4 ©1 2"X4 —6 TOP 1 II • ■ IN R.NI1111111.II•a•I•••••11111 1• 1111 • I 0 SOUTH ELEVATION SCALE: 4 " =1' -0" L I 1 ti Co- 114 3tocK Ce LL � "t'(P T;EMavC i i$r EXISTING yrrtFATH 5X‘61' -T. T, OPEN PORCH EXISTING BUILDING NEW CONCRETE 11E -BEAD ■4/ 4-15 48' OVERLAP A ►► CONCRETE 11E -BEAD 8 Ei4BEq MIN. 4 -0 BARS ANCHORED HIL11 C -100 ANCHOR SYSTEM. TYP. TIE —IN DETAIL AT EXISTING TIEBEAM AND NEW TIEBEAM SCALE) N.T.S. 9 27'-0" FOUNDATION PLAN SCALE: " =1' -0" EXISTIN LIVING ROOM 4 fin f loos . 10.35' FIRST FLOOR FINISHED SLAB ELEV.= +0' -0" SOIL STATEMENT ON SITE OBSERVATION INDICATES A SOIL CONDi11oN OF UNDISTURBED ROCK& SAND CAPABLE OF SUPPORTING A DESIGN LOAD OF 2000PSF, AFTER GROUND BREAKING, A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS SED SHALL BE SUBMITTED. r I G 61=EL 2 1 LEGAL DESCRIPTION LOTS 2 BLOCK 1 OF NORTH MIAMI BEACH "PARK" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 55, AT PAGE 87 OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA. ZONING LEGEND, am Aim ,Lm,. IOW t.wacv) IMMO mitt ea at wag Ftt Sy FLOOD PROGRAM LEGEND THE FOLLOWING DATA IS OBTAINED FROM A CERIFIED SURVEY PREPARED BY ANIANO GARCIA LIC #5105 ELEVATION EXISTING PROPOSED STRUCTURAL NOTES CODES AND STANDARDS Wind Toads as per Florida Building Code, 2001 Edition. The project was designed in accordance with the building code requirements for reinforced concrete (ACI 318 -95). (American Institute of Steel Construction) AISC 9TH EDITION ASD. Building Code Requirements and Specifications for Masonry structures (ACI 530 -95 /ASCE 7 -98 /TMS 402 -95). Building Code Requirements and National Design Specifications for Wood Construction (ANSI /NFoPA NDS- 1997). SECTION AND DETAILS All details, sections and notes shown on the drawings are intended to be typical and shall apply to similar situations elsewhere unless otherwise noted. FOUNDATION Bottom of footings to bear on soil capable of safely supporting 2,000 psf. CONCRETE TIMBER LOWEST FLOOR 10.35' 10.35' GARAGE N/A N/A Concrete shall be ready mix and have a minimum compressive strength of 2500 PSI for footings and slabs on grade and 3000 PSI for beams, columns at 28 days. All concrete work shall comply with the requirements of the ACI Building Code (ACI 318 -95), the ACI Detailing Manual (ACI 315 -99), and the specifications for structural concrete for buildings (ACI 301 /Latest Edition). Concrete cover for reinforcing steel shall be as required by the latest ACI specifications. Welded wire fabric shall comply with ASTM A -185, unless otherwise specified. Place fabric 2" clear from top of the slab in slab on grade Lap all WWF a minimum of 6 inches unless otherwise noted. All reinforcing steel shall be manufactured from high strength billet steel conforming to ASTM Designation A -615 Grade 60. Lap all bars minimum 48 diameters unless otherwise noted on drawings. All hooks shown in reinforcement shall be ACI recommended hooks unless otherwise noted. Structural timber to be Douglas Fir or SP #2 (minimum) stress grade lumber or approved equal. The minimum allowance properties are as follows: Fb = 1,150 PSI Fv = 90 PSI E = 1,600,000 PSI and pressure treated for use against concrete and masonry. All timber and timber construction shall comply with specifications and codes as specified below: 1997 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. All timber connections are to be made using prefabricated connectors. Toe nailing will not be permitted. Submit manufacturer's date for approval. Fasteners to be as manufactured by Simpson or USP. ADJACENT GRADE 9.45' 9.45' STRUCTURAL STEEL MASONRY 9.95' ci E / \ 1b' ALLEY 18.20' 91.00' 11.55' EXISTING CBS RESIDENCE 91.00' 43.90' 15.00 NOR TH EAST 99TH STREET 1- 18'-0" O All structural steel shall be fabricated and erected in accordance with the 2002 AISC code. Structural steel shall conform to ASTM Specification A36. All steel tubing shall conform to ASTM Specification A -500 Grade B (FY= 46KS1). All steel to have a shop coat of rust inhibitive paint. All steel welding rods shall be E70XX electrodes. This project is designed as engineered unit masonry. FBC 2705.2 (a) structural design shall be in accordance with ACI 530 -95 /ASCE 7 -98 /TMS 402 -95, building code requirements for masonry structures and the commentary on building code requirements for masonry structures. FBC 2705.2(b) to satisfy this sub — section all. Masonry units shall be ASTM C -90 Type II with minimum compressive strength of 1500 psi on net area of individual units. All CMU shall be laid in a full bed of mortar in running bond U.O.N. All reinforcing steel shall be manufactured from high strength billet steel conforming to ASTM Designation A -615 Grade 60. All mortar shall be Type S in accordance with ASTM Specification C -270 with a minimum compressive strength of 1800 PSI at 28 days. No testing for mortar strength is required for this project. Grout shall be a high slump mix (8 " -11 ") in accordance with ASTM Specification C -476 having a minimum compressive strength of 2000 PSI. No testing for grout strength is required for this project. Provide 9 gauge horizontal joint reinforcement (ladder type only) at every second course for all exterior Walls. All concrete masonry bearing and shear walls must be inspected by a qualified engineer just prior pouring of the foundation, 1st and 2nd floor tiebeam. Construction shall be in accordance with the "Specification for the Design and Construction of Load Bearing Concrete Masonry" published by National Concrete Masonry Association. L .g rLY7 -fl . ..,s 1 . DRAWN KERRY CHECKED C.C.M. DATE AUG 29 SCALE SHOWN SHEET A 1 ) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r r r r r r r ---- ------ ■■■ -- MIMMINIMMIIIMMIMMIIMINIMMINIMMIMMINIMMIMMINMIIMMUMMIIMMIMEMMIMMIIIMMIMMINMIMMIMMINMIM MMINIIIIMMI lIlMUMIMIMMIMllllMMIMIMMIMIIMIUMMUMNIMMIlMIMIMIMIMI MMIMMEMMIIMMllMIM 8 "x12" , starter col ��■��1 W/4 —#5 vert #3 ties 0 12 o I 11 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 + 50.0 PSF —54.2 PSF VI NEW 11111 1111 il..4l11111 .11.1 1111 + 50.0 PSF —54.2 PSF I 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 i 1 1 _dale IMMINIMMEMBNIMMiblifiLSIMMMIMMEMior..._ 57" + 50.0 PSF —54.2 PSF EXISTING BEDROOM EAST ELEVATION SCALE: " =1' -0" \ #4 01 6" horiz dowels 1�l W /6 "boked ea. end see TERMITE PROTECTION TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. THIS SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. THIS TREATMENT SHALL BE PLACED INSIDE AND OUTSIDE THE FOUNDATION PERIMETER. ), °CVF =26 T #4 ©1 2"X4 —6 TOP 1 II • ■ IN R.NI1111111.II•a•I•••••11111 1• 1111 • I 0 SOUTH ELEVATION SCALE: 4 " =1' -0" L I 1 ti Co- 114 3tocK Ce LL � "t'(P T;EMavC i i$r EXISTING yrrtFATH 5X‘61' -T. T, OPEN PORCH EXISTING BUILDING NEW CONCRETE 11E -BEAD ■4/ 4-15 48' OVERLAP A ►► CONCRETE 11E -BEAD 8 Ei4BEq MIN. 4 -0 BARS ANCHORED HIL11 C -100 ANCHOR SYSTEM. TYP. TIE —IN DETAIL AT EXISTING TIEBEAM AND NEW TIEBEAM SCALE) N.T.S. 9 27'-0" FOUNDATION PLAN SCALE: " =1' -0" EXISTIN LIVING ROOM 4 fin f loos . 10.35' FIRST FLOOR FINISHED SLAB ELEV.= +0' -0" SOIL STATEMENT ON SITE OBSERVATION INDICATES A SOIL CONDi11oN OF UNDISTURBED ROCK& SAND CAPABLE OF SUPPORTING A DESIGN LOAD OF 2000PSF, AFTER GROUND BREAKING, A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS SED SHALL BE SUBMITTED. r I G 61=EL 2 1 LEGAL DESCRIPTION LOTS 2 BLOCK 1 OF NORTH MIAMI BEACH "PARK" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 55, AT PAGE 87 OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA. ZONING LEGEND, am Aim ,Lm,. IOW t.wacv) IMMO mitt ea at wag Ftt Sy FLOOD PROGRAM LEGEND THE FOLLOWING DATA IS OBTAINED FROM A CERIFIED SURVEY PREPARED BY ANIANO GARCIA LIC #5105 ELEVATION EXISTING PROPOSED STRUCTURAL NOTES CODES AND STANDARDS Wind Toads as per Florida Building Code, 2001 Edition. The project was designed in accordance with the building code requirements for reinforced concrete (ACI 318 -95). (American Institute of Steel Construction) AISC 9TH EDITION ASD. Building Code Requirements and Specifications for Masonry structures (ACI 530 -95 /ASCE 7 -98 /TMS 402 -95). Building Code Requirements and National Design Specifications for Wood Construction (ANSI /NFoPA NDS- 1997). SECTION AND DETAILS All details, sections and notes shown on the drawings are intended to be typical and shall apply to similar situations elsewhere unless otherwise noted. FOUNDATION Bottom of footings to bear on soil capable of safely supporting 2,000 psf. CONCRETE TIMBER LOWEST FLOOR 10.35' 10.35' GARAGE N/A N/A Concrete shall be ready mix and have a minimum compressive strength of 2500 PSI for footings and slabs on grade and 3000 PSI for beams, columns at 28 days. All concrete work shall comply with the requirements of the ACI Building Code (ACI 318 -95), the ACI Detailing Manual (ACI 315 -99), and the specifications for structural concrete for buildings (ACI 301 /Latest Edition). Concrete cover for reinforcing steel shall be as required by the latest ACI specifications. Welded wire fabric shall comply with ASTM A -185, unless otherwise specified. Place fabric 2" clear from top of the slab in slab on grade Lap all WWF a minimum of 6 inches unless otherwise noted. All reinforcing steel shall be manufactured from high strength billet steel conforming to ASTM Designation A -615 Grade 60. Lap all bars minimum 48 diameters unless otherwise noted on drawings. All hooks shown in reinforcement shall be ACI recommended hooks unless otherwise noted. Structural timber to be Douglas Fir or SP #2 (minimum) stress grade lumber or approved equal. The minimum allowance properties are as follows: Fb = 1,150 PSI Fv = 90 PSI E = 1,600,000 PSI and pressure treated for use against concrete and masonry. All timber and timber construction shall comply with specifications and codes as specified below: 1997 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. All timber connections are to be made using prefabricated connectors. Toe nailing will not be permitted. Submit manufacturer's date for approval. Fasteners to be as manufactured by Simpson or USP. ADJACENT GRADE 9.45' 9.45' STRUCTURAL STEEL MASONRY 9.95' ci E / \ 1b' ALLEY 18.20' 91.00' 11.55' EXISTING CBS RESIDENCE 91.00' 43.90' 15.00 NOR TH EAST 99TH STREET 1- 18'-0" O All structural steel shall be fabricated and erected in accordance with the 2002 AISC code. Structural steel shall conform to ASTM Specification A36. All steel tubing shall conform to ASTM Specification A -500 Grade B (FY= 46KS1). All steel to have a shop coat of rust inhibitive paint. All steel welding rods shall be E70XX electrodes. This project is designed as engineered unit masonry. FBC 2705.2 (a) structural design shall be in accordance with ACI 530 -95 /ASCE 7 -98 /TMS 402 -95, building code requirements for masonry structures and the commentary on building code requirements for masonry structures. FBC 2705.2(b) to satisfy this sub — section all. Masonry units shall be ASTM C -90 Type II with minimum compressive strength of 1500 psi on net area of individual units. All CMU shall be laid in a full bed of mortar in running bond U.O.N. All reinforcing steel shall be manufactured from high strength billet steel conforming to ASTM Designation A -615 Grade 60. All mortar shall be Type S in accordance with ASTM Specification C -270 with a minimum compressive strength of 1800 PSI at 28 days. No testing for mortar strength is required for this project. Grout shall be a high slump mix (8 " -11 ") in accordance with ASTM Specification C -476 having a minimum compressive strength of 2000 PSI. No testing for grout strength is required for this project. Provide 9 gauge horizontal joint reinforcement (ladder type only) at every second course for all exterior Walls. All concrete masonry bearing and shear walls must be inspected by a qualified engineer just prior pouring of the foundation, 1st and 2nd floor tiebeam. Construction shall be in accordance with the "Specification for the Design and Construction of Load Bearing Concrete Masonry" published by National Concrete Masonry Association. L .g rLY7 -fl . ..,s WINDOW SCHEDULE. MARK SIZE TYPE M W D PRESSURE REMARKS. 3 -0" X 6' -8" 100D • 47.7PSF 48X60 SH SINGLE HUNG ALUM_ 50.0PSF 54.2PSF IMPACT RESISTANCE IMPACT RESISTANCE B 24X58SH FIXED GLASS ALUM_ 50.0PSF 54.2PSF i REVISIONS DOOR SCHEDULE. SIZE MATERIAL TYPE WIND PRESSURE POS. NEG MARK 1 3 -0" X 6' -8" 100D SOLID CORE 47.7PSF 62.0PSF i REVISIONS DRAWN KERRY CHECKED C.C.M. DATE AUG 29 SCALE SHOWN SHEET A P }) 4" REINFORCED CONCRETE SLAB WITH 6X641.441,4 WELDED WIRE TESH OVER VAPOR BARRIER ON CLEAN WELL COMPACTED FILL FREE OF ORGANIC MATTER, MAXIMUM SIZE OF ANY ROCKS WITHIN 12" BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3" IN DIAMETER. 16" x 16" CONCRETE FOOTING W/ 2 #5 CONT. TYPICAL W/2 # 5 X 5' —O" CORNER BARS AT EACH CORNER TYP. WF -16 1 - REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS, NEXT TO ALL OPENINGS, AND 48 o,c, OR UNLESS NOTED OTHERWISE, 16X26" FTG. W/ 3#5 8— # 4 © 24" BOTT (TRANSF.) WF -26 TYP. EA SIDE EMBEDDED NEW FTG. REINF. 6 "INTO EXIST FTG.W/ EPDXY KEY NOTES 27' --0" EXISTING STUCCO FINISH, 8' X 3/4' RAISED SMOOTH STUCCO FIN. ACCENT BAND TYP. CONT. 1/2 ROUND DRIP. CONT. SEALANT AND BACKER ROD, GLASS 8. ALUM. FRAMED WINDOW UNIT. EXISTING FLOOR PLAN SCALE: PROPOSED FLOOR PLAN SCALE: 4 " =1' -O" HEAD #5 VERT. AS SHOWN 10" HOOKED EACH END INSPECTION REQUIRED EXISTING 8' X 12' CONC. TIE BM. GYPSUM BOARD FIN. INSULATION (TYP.> P.T. 1' X WOOD NAILERS AND FURRING STRIPS 3/16' ❑ X 5' LONG (MIN.) 'TAPCON' CONC SCREWS @ 12' Q.C. STAGGERED AND COUNTERSUNK INT❑ P.T. WD. 2' X 4' BUCK SET W/. LIQUID NAIL HEAD AND SILL. CONT. SEALANT AND BACKER ROD, f/F • 1' 1111, ■ ■IA' A ioiiiiiio 011111 Adith.ir 'CP 1, ;. DP' II • 0 PROPOSED FL OOR FLUSH W/ EXI ST FLOOR I - # 5 I d B+-K 4>i=LL -rte EXIS'T'ING OPEN PORC 27'— O" f f ' I O2"X4'-6" TO J. I ,' fin floor. 10.35' FIRST FLOOR FINISHED SLAB ELEV.= +0' -0" B / E F P4 6 3/16' 0 X 5' LONG (MIN.) 'TAPCON' CONC SCREWS B 12' O.C. STAGGERED AND COUNTERSUNK INTO P,T, WD. 2' X 4' BUCK SET W/. LIQUID NAIL @ HEAD AND SILL. CONT. SEALANT AND BACKER ROD. 8' X 3/4' RAISED SMOOTH STUCCO FIN. ACCENT BAND TYP, EXISTING STUCCO FINISH. /EXIS I ING BEDROOM EXISTING WD COL TO BE REMOVED EXISTING LIVING ROOM EXISTING WD COL TO BE REMOVED .. EXISTING WD BEAM 'h0 BE REMOVED -.. SILL INSTALL 1" X 3" P.T. WOOD BUCK AT WINDOWS INSTALL 1" X 4" P.T WOOD BUCK AT DOORS. GLASS 8. ALUM, FRAMED WINDOW UNIT. CLINT, CAULKING AND BACKER ROD, CONT. MUD SET MARBLE SILL. P.T. 1' X WOOD NAILERS AND FURRING STRIPS EXISTING 8' CMU WALL WITH 8' X 12' CONC. TIE BM. WINDOW / DOOR ATTACHME \T \OTE: PROVIDE 1/4" DIAMETER X 1 1/2" LONG TAPCON INTO DOOR AND WINDOW BUCK AND HEAD AT 16" O.C. TYPICAL AS PER F.B.C. 2001 EDITION. POURED CONC. BEAM OR PRE— CAST LINTEL (TYP.) 2x4 P.T. BUCK W/ TAPCONCS OR EQUIV. (1) ® 4 E.E. & 12" O.C. THRU —OUT (TYP.) SOLID FILLED C.M.U. OR CONC. COLUMN EA. SIDE OF WINDOW OPENING (TYP.) POURED CONC. FLR. (TYP.) P,T. 1' X WOOD NAILERS AND FURRING STRIPS GYPSUM BOARD FIN• INSULATI ❑N (TYP,) 3/16' ❑ X 5' LONG (MIN•) 'TAPCON' CONC SCREWS @ 12' O.C. STAGGERED AND COUNTERSUNK INT❑ RT. WD. 2' X 4' BUCK SET W/. LIQUID NAIL HEAD AND SILL. 8' X 3/4' RAISED SMOOTH STUCCO FIN. ACCENT BAND TYP. EXISTING STUCCO FINISH. • . ; ;•? • ;•.: :.. :: W:11 a" JAMB FLOOR PLAN LEGEND. rrmr rmmo r,ma rmitwminima.mma — — - 1 F 1.13:11. — — O 8" CONCRETE BLOCK WALL TO REMAIN. 8" CONRETE BLOCK WALL TO BE REMOVED. NEW 8" CONCRETE BLOCK WALL TO BE INSTALLED STUD PARTITION TO BE REMOVED. STUD PARTITION TO REMAIN. NEW STUD PARTITION TO BE INSTALLED. EXISTING DOOR TO BE REMOVED. EXISTING DOOR TO REMAIN. NEW DOOR TO BE INSTALLED. $"X1 " CONC. TIE BEAM VII 2� 5 TOP BTM„ AND 1 3 STIRRUPS ®5 O.C. (TYP.) x4 P.T. ' CK W/ APCON OR EQUIV. 1 © 4" E.E. & Q.C. THRU —OUT (TYP.) SQI�ID FILLED C.M.U. N OR CO�C. 9TM� lNDEA. W OPENING r) POUR FD CONC. SILL (TYP.) CUNT, SEALANT AND BACKER ROD. NEW 8' x 8' (MIN.)C ❑NC. FILLED BLOCK CELL W/ 1 - #5 VERT. GLASS 8, ALUM. FRAMED WINDOW UNIT. CONT. SEALANT AND BACKER ROD. REVISIONS , DRAWN KERRY CHECKED C.C.M. DATE AUG,29 SCALE SHOWN SHEET A 3 i, 26 GAGE METAL DRIP. (6" WOOD FASCIA <3" P.T. WD RIP. METAL STRAP ANCHOR W /SEAT EACH OUTLOOI<ERS. HUGHES DTC OR APPROVED EQUAL NEW 24" WIDE STUCCO SOFFIT (4 "X23" SCREEN NT 0 6' - 0" O.C. NEW STUCCO FINISH IS NEW 8* TCONCRETE I BLOCK TRUSS TYPE REINF EVERY SECOND COURSE OF BLOCK FINISH GRADE. 1- BC. X001 146 99 99 0\h C CAT -2 CCP 0.18 IA- FACTOR 1.00 NOTE: PROVIDE MIN. 1/8" SPACING BETWEEN PLYWOOD SHEATING TYPICAL PARTIAL ROOF SHEATING DIAGRA SCALE: 1/2" = 1'— 0" 12 CLAY TILE ROOF OVER 30 LBS FELT TIN TAGGED TO 5/8" CDX PLYWOOD SHEETING NAILED TO 2 "X4" WOOD TRUSSES 0 24 OC. PLYWOOD TO BE NAILED 0 6" OC IN THE FIELD AND 4" OC ON THE JOINTS. 30LBS FELT TO BE TIN TAGGED 12" OC IN THE FIELD AND 4" OC ON THE LAPS. ALL EVE DRIPS. AND VALLEY METAL TO BE NAILED 0 4" OC. USE Bd GALV COMMON NAILS FOR THE PLYWOOD SHEETING AND'11 /4" GALV. ROOFING NAILS FOR THE EVE DRIP AND VALLEY METAL NEW 12 "X16" CONCRETE FOOTING V NEW WD. TRUSSES 0 24" 0.C. MAX. 1 "X2" P.T. FURR 18" O.C. #10• NAILS AT 6" 0,C, TYP. AT I ERMEDIATE SUPPORTS. 9' BATT. INSULATION. R -30 MIN, 1"X3* CROSS FURR 0 16" O.C. TY / PICAL. GYPSUM WALL " BOARD. WD. FIRE STOP. CONT. 8" X 12" CONCRETE TIE BEAM w/ 4 J 5 BARS CONT.& /# 3 STIRRUPS AT 12 ORNERS 4 AND 48 0 C EACH WAY E j1 ER 3/4" RIGID INSUL,R. 5.0 MIN. 5.0 MIN. 3/4" RIGID INSUL,R. 1 LAYER 1/2" GYPSUM 1 LAYER 1/2" GYPSUM WALLBOARD TYPICAL WALLBOARD TYPICAL 4" WOOD BASE. 4* WOOD BASE. #10 d NAILS AT 8" 0.C. TYPICAL AT END SUPPORTS U s • \ %� % �% nr 4" CONCRETE SLAB W/ 6X6 10/10 WWM ON VAPOR BARRIER OVER CLEAN COMPACT FILL SOIL STATEN ENT WALL SECTION "B -B" SCALE: 1 "X2" P.T. FURR 0 16" O.C. ON SITE OBSERVATION INDICATES A SOIL CONDITION OF UNDISTURBED ROCK& SAND CAPABLE OF SUPPORTING A DESIGN LOAD OF 2000PSF. AFTER GROUND BREAKING, A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED. EXIST 12 "X16" CONCRETE FOOTIN 3" 26 GAGE METAL DRIP. 2 "X6" WOOD FASCIA 1 P.T. VA) STRIP. EXIST 24" WIDE STUCCO SOFFIT W/4 "X23" SCREEN VENT 0 6' -0" O.C. EXIST STUCCO FINISH EXIST 8" CONCRETE BLOCK WALLS TO REMAIN. EXIST 9 TRUSS TYPE REINF EVERY SECOND COURSE OF BLOCK FINISH GRADE. EXISTING SLAB EXISTING FGT. X EXISTING CBS WALL EXISTING ROOF PLAN SCALE: " =1' -0" a- EXISTING WALL • d 16' SCTO\ -D 1111111 11u11111 M 111l111.11I111111. 8'HOOKED INTO EXISTING CELL FILLED W/ CONC. #4 @ 12TX4' -6' 4 v x EMBED:D 6' INTO EXIST FTG. & EPDXY 8 "X12" STARTER COL W/4 VE R T. #3 TI E S ©12"0C FILL EXIST CELL W/ CONC. #4 @24' DOWELS SCALE: N.T.S. EXISTI GABLE NG ROO F EX G 46' -0" NG ROO F SHORE RCOF r i NEWT UP E. 'HEN E -B ISTI ABLE 1 XISrI BRA `ING ACE r i c0 c0 EX GA IS'F'I BLE NG ROO F # @ 16" OC HORIZ DOWELS W /6" HOOKED EA END REVISIONS HFCRCA SC I CIRCUIT # LOAD WIRE COND. BREAK VA REMARKS 1- 4 GEN. LIGHTING /RECEPT. #12 1/2" 20 6516 405 SF x 3W /SF C) _OAS CALC. -3- 1 /0 THWN I N 1 1 /2" C t DRAWN KERRY CHECKED C.C.M. 150A TOTAL LOAD = 33516 405 /240 = 1.68 SHEET A i 150A MCB PNL �`�� ADD NEW LIGHT. /RECEPT. TO EXIST. 150 AMP SERVICE \O A/C \0 HIAT #4 SOLID CU. TO CWP & 2- 5/8" x 10' GRD. RODS ATTACHED TO STRUCT. \ STL. IN BLDG. FOUNDATION ...... w_ _ ..--,-,--_ -,..„.. 7 l 6)-0" . REVISIONS t DRAWN KERRY CHECKED C.C.M. DATE AUG,29 SCALE SHOWN SHEET A i . / ELECTRICAL SCOPE OF WORK: 1. CHECK EXISTING ELECTRICAL WIRING /CONNECT1ONS , REWIRE AND OR INSTALL NEW RECEPTACLES AS REQUIRED SEE PLANS FOR LOCATION AND SPACING.. 2. INSTALL NEW SMOKE DECTECTORS IN BEDROOMS AND HALLWAYS OUTSIDE THE BEDROOMS AS SHOWN ON PLANS. 3. BATHROOM RECEPTACLE TO BE ON SEPERATE/ INDIVIDUAL CIRCUIT. SEE ELECTRICAL PANEL SCHEDULE ON SAME SHEET. 4. INSTALL NEW RECEPTACLES, SWITCHES AND LIGHT FIXTURES AS SHOWN ON PLANS. CHECK FOR CODE COMPLAINCE. 5. INSTALL OUTSIDE LIGHT FIXTURE AND RECEPTACLE AT REAR OF BUILDING AS SHOWN ON PLANS AND THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 6. CONTRACTOR TO FURNISH ALL LABOR AND MATERIAL NECCESSARY FOR THE COMPLETION ALL ELECTRICAL WORK AS SHOWN ON PLANS. ILECTPICAL \OTES. THIS WORK SHALL BE DONE AS PER REQUIUREMENTS OF THE NATIONAL ELECTRICAL CODE (NFPA 70) & ALL OTHER ALL ELECTRICAL MATERIALS & EQUIPMENT SHALL BE APPROVED BY UNDERWRITERS LABORATORIES & SHALL BEAR THE U.L. LABEL. RULES OF THE LOCAL UTILITY COMPANIES SHALL BE COMPLIED WITH. THE DRAWING INDICATES THE EXTENT & GENERAL ARRANGEMENT OF EQUIPMENT & WIRING SYSTEMS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES ALL WIRES #8AWG & SMALLER SHALL BE SOLID COPPER ALL WIRES #6AWG & LARGER SHALL BE STRANDED COPPER. ALL CONDUIT SHALL BE E.M.T. WHERE CONSEALED IN WALLS OR CEILING. IT SHALL BE I.M.C. WHERE EXPOSED OR IN CONCRETE. CONTRACTOR IS TO VERIFY THAT THE EXISTING ELECTRICAL PANEL & ELECTRICAL FEED ARE ADAQUATE TO RECEIVE NEW ELECTRICAL DEMAND LOAD PRIOR TO CONSTRUCTION. CONTRACTOR IS TO MODIFY EXISTING ELECTRICAL PANEL & ELECTRICAL FEED AS REQUIRED TO RECEIVE NEW ELECTRICAL DEMAND LOAD. ALL EXTERIOR, BATHROOM & GARAGE RECEPTICLES & EXTERIOR LIGHTS WITHIN 16' OF POOL & LESS THAN 12' IN HEIGHT SHALL BE ON GROUND PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CHECK NAMEPLATE OF A/C EQUIPMENT & OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES EXISTING BEDROOM ELECTRICAL PLAN SCALE: " =1' -0" i i / EXISTING ' ; I OPEN PORCH ■ WP EXISTI LIVING ROOM GI 111TH ■IIII(II A iL t�A"y l if.)/(? ! /�` r P 1 1 • 41 .4 t Q Cif t� Po t - t :k � 3,•' to. 3 �F Y 74(4Y3 1 A V P cl.)_o t) — fi f!$,GMWiNV TO BC USLO ,OrytY:r,( wF.f ;iL^I CONBLNt /6) `fry 7 i'} 14 W ) t- .Xil :fw u i, tit q:A.d C; CI F P a.< ["; \I`f a -5 r C Y . '.'•. ... L; 3'< r.2, " I a ('J ,C ir /i'3 /Ipl A{E 1 /`a L ; r • , T q _ Ali 1t .r rJ. . . 2'' A. C � � r t L - .i ) r.? Por! ��a.i:� i p ,• ''II f " e ari _ c... r* e e. Fca r i rJ F f, %tti,i 1 ' (. ? , n e .} 1 `1 9 iii i.. 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