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MC-14-1765n Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217800 Permit Number: MC -8-14-1765 Scheduled Inspection Date: December 17, 2014 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Final Owner: , Work Classification: A/C Replacement Job Address: 150 NE 109 Street Miami Shores, FL 33161 - Phone Number (305)219-8267 Parcel Number 1121360090120 Project: <NONE> Contractor: KINGDOM AIR CONDITIONG INC Phone: (305)553-9946 dunamg uepartment comments REPLACE A C CENTRAL 4 TON Infractio Passed Comments INSPECTOR COMMENTS False a Passed Inspector Comments Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 16, 2014 For Inspections please call: (305)762-4949 Page 10 of 45 08/07/2014 09:10 3058855073 APC ENTER PAGE 01/03 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 3313$ Tel: (305)'195-2204 Fax: (305) 756-8972 INSPECT10N LINE PHONE NUMBER: (305) 762-4949 AUG 12 2014 �^ FOC 20 BUILDING Master Permit No. R- C. I�' PERMIT APPLICATION Sub PermitNo. ❑BUILDING ' ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL QfiLUMBING MECHANICAL QPUBUC WORKS [] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 6-0 b 'ST s W 414-" g V l o re S City- Miami Shores Con : Miami Dade Zi Folio/Parcel#:_� ®® - 0 1 4V • Is the Building Historically Designated: YesOA _ NO _ Occupancy Type:S f Q zv. Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): J4 I 0K At 1.0e7t-Mphone#: Address• i tz 114 4-V `?-ju e- .� ° ri City: 1A �a l.� 0 9 State: Tenant/Lessee Name.- Email; ame:Email: CONTRACTOR: Company Name: _PC% -1 Address: City: j2 i� t Qualifier Narne: --Q6 P D Phone#: State Certification or Registration #:C,,4 LL&L&L6 Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: .30d- - rs:3 _ Address: City: state: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New Repair/'Fleplace Demolition Description of Work: (4 l Ute. . Specify color of or th titer Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ CCF $ CO/CC S DSPR $ Notary Double Fee $ Structural Reviews S, Bond S TOTAL FEE NOW DUE $ 1 2-2x, 9D (Revtsetlt?2/24J20�.a) 1 V 08/07/2014 09:10 3058855073 APC ENTER PAGE 02/03 Bonding Company's Name (if applicable) Bonding Company's Address City state Mortgage Lender's Name (if applicable) Mortgage Lender's Address city state Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or insta€lation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a`separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER1 AFFIDAVIT-. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT. MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." !Notice to Applicant. As a condition to the issuance of a building permit with an estimoted value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low brochure will be delivered to the person whose property is subject to ottachment. Also, a certified copy of the recorded notice of commencement must be posted of the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. e Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of 0 2,�, by V-(-A-ea d 4Vy4who is personally known to me or who has produced identification and who did take an oath. NOTARY PVqQ Sign: Print .�`;:►°'•• Sea!' Oo ,4 SANDY ROMERO *s Commission # EE 116040 My $� pP�a °!n°`Ii°�p`° Commission Expires July 26, 2015 APPROVED BY (r oAsedoz/24/2014) as Signature TNTRACTO/R' The foregoing instrument was acknowledged before me this ,r—d-aay-of�J r� 20__J_ L by _®� 1 Gt o is/personally known to me or who has produced • r( �Q . % . . % 7�` identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ✓` �y� � "I i E5� Seal: MAY * MyCOMMON # EE M -b e4 EXPIRES: July 31 :ssssar�ra4a�es�'�:*IoW s Examiner Zoning Structural Review Clerk 08/07/2014 09:10 3058855073 APC ENTER PAGE 03/03 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shares, Florida 33138 Tel: (305) 795.2204 Fax. -(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. r Job Address (where the work Is being done): ISO Ai m 10 9 9 / � ® bfl'!!/1156 1^t°,'� City: Miami Shores Village County: Miami Dade Yp Code:. / ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUSMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YESNO ❑ Contract Attached: YE,SP 1. Minimum Circuit Ampacity (Wire Size): . s0 /At"t o _ 2. Maximum Overcurreht Protection (Fuse/Breaker Size): -�4ou APOAe Or*ifq*K/-9 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: —44 o State Certificate or Registration No_ 0.4' Cate of Competency Na % Signature Date: I Muaiifier's to e) (Revisedg2/24/2014) UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL# .H.6 COND. UNIT MODEL# Q KW HEAT NOM TONS o AHU CU PKG 1) M.C.A AMU CU qt PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT I / PKG UNIT EER/SEEN o YES NO REPLACING DUCTS YES NO _YES NO REPLACING THERMOSTAT YES NO YES NO NEW eCONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): . s0 /At"t o _ 2. Maximum Overcurreht Protection (Fuse/Breaker Size): -�4ou APOAe Or*ifq*K/-9 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: —44 o State Certificate or Registration No_ 0.4' Cate of Competency Na % Signature Date: I Muaiifier's to e) (Revisedg2/24/2014) AHRI Certified Reference Number: 4526116 Date: 8/7/2014 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 13AJN48 Indoor Unit Model Number: RHSL-HM4821+RCSL-H*4821 Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM, RUUD, WEATHERKING Series name: Manufacturer responsible for the rating of this system combination is RHEEM SALES COMPANY, INC. Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air -Conditioning and Air -Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: * Ratings followed by an asterisk (*) indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.shridlrectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or In part, be reproduced; copied; disseminated; entered Into a computer database; or otherwise utilized, In any form or manner or by any means, except for the user's individual, personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link wa make lilt hexer and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right ©2014 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 1305189933628921 FPA. MUM (E) --- ------ - — e CHECKED BY: N m 4 I M ... I NEW ca FPA. MUM (E) --- ------ - — e CHECKED BY: SCALE DD ... ... I NEW ca 1 I I I Grua ro RwAw n I I I N -r J LOT 3 10.33' �rrl-I-rI-I-II-� i BLOCK 216 I I I I I I I I I I I IIIIIIIIIII , IIIIIIIIIII 1 REMOVE EXISTING EXTERIOR DOOR I I ISI E6asilNd I I I , �� ` IIIIIII ' 721 ^ I I I I T1 I IIIIIIIIII IIIIIIIIIII i IIIIIIIIIII IIIIIIIIIII � J :.G IIIIIIIIIII L L L I_ I_I_I_IJ J J 1 II ALLEY 12' ASPHALT PAVEMENT NE 109th STREET m - — 16' ASPHALT PAVEMENT n 00 • :W • PORCH BATH 2 �� O* a • •• • • • • •• • %• \ i • i • • FOYER � X60, •• eic,/t_ DINING • • ••• • ••• • . .. . .. ... .. 75.00' HALL BEDROOM 2 • • • • • • • • • WOOD PARTITION PARTIIn'ION LUIS M. ULLOA, P.E. • 1 1 I 1 LIVINGi 1 1 STATE OF FLORIDA UC.#� I 1 I W.C.I 10.33' i REMOVE EXISTING JA REMOVE WOOD PARTITION CABINETS 1 KITCHEN REMOVE REMOVE EXISTING BATHTUB i STOVE/OVEN EXISTING SINK -� 1 1 F.P.L. METER (E) ONE STORY OMASn7i BEDROOM RESIDENCE ' R F.P.L. MAIN X150 REMOVE EXISTING i SERVICE OVERHEAD FAMILY LAVATORY &CABINET 1 \ TO F.P.L. TRANSF. FAA. MAN SERKCE OVEW M TO FPL TRANS. (E) NI x] , N ' LOT 5 BLOCK 216 ; , Ei9S11N0 MACER I METIM 1O REYAN11 0 I PROPOSED SITE PLAN LOT 12 I LOT 13 I LOT 14 BLOCK 216 SCALE: 3/32'= 1'-0' BLOCK 216 BLOCK 216 SCOPE OF WORK INTERIOR REMODELING ON EXISTING ONE FLOOR RESIDENCE, INCLUDING THE FOLLOWING: 1. REMOVAL OF EXISTING 200 AMPS ELECTRICAL PANEL & INSTALL NEW 200 AMPS ELECTRICAL PANED 2. REMOVAL OF EXISTING SLIDING GLASS DOOR IN THE FRONT AND INSTALL NEW DOUBLE FRENCH DOOR W/ SIDEUTES; 3. REMOVAL OF EXISTING EXTERIOR DOOR IN THE FRONT AND CLOSE DE OPENING WITH 8' CBS BLOCK WALI 4. PROPOSED DEMOLITION OF EXISTING NON-BEARING WOOD PARTITIONS IN BEDROOM 4, LIVING AND KITCHEN AREA; 5. PROPOSED NEW WOOD PARTITIONS IN NEW LAUNDRY ROOM AND LIVING, & PROPOSED DEMOLITION OF EXISTING CONC. BLOCK WALL IN BEDROOM 4; '7. PROPOSED INSTALLATION OF NEW 2'-10'x6'-8' WOOD DOOR IN BEDROOM 4, 8. PROPOSED REPLACEMENT OF EXISTING FLOOR TILE WITH NEW FLOOR TILE IN COMMON AREAS; 9. PROPOSED REPLACEMENT OF EXISTING FLOOR TILE WITH NEW LAMINATE FLOOR TILE IN BEDROOM; 4 .10. PROPOSED REPLACEMENT OF EXISTING FIXTURES, FAUCETS, AND CABINETS IN BATHROOMS WITH NEW FIXTURES, FAUCETS, PIPES, AND CABINETS; X11. PROPOSED REPLACEMENT OF EXISTING KITCHEN CABINETS WITH NEW KITCHEN CABINETS; 12. PROPOSED RELOCATION OF EXISTING LIGHT FIXTURES; 13. PROPOSED NEW CONCRETE STAIR STEPS IN REAR AND FRONT. REMOVE EXISTING SHOWER REMOVE EXISTING SANITARY REMOVE EXISTING LAVATORY & CABINET CLASSIFICATION OF WORK: ALTERATION -LEVEL 2 LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. AS PER 2010 F.B.C., SECTION 404. REMOVE EXISTING SANITARY EXISTING CABINET BEDROOM 3 um LMU Engineering, LLC 19460 SW 2nd STREET PEMBROKE PINES, FL 33029 , 73II5 804.8819 F.954.447.5162 s T CHECKED BY: SCALE DD I SLIDING GLASS I NEW ca 1 I I I Grua ro RwAw n I I I N -r J LOT 3 10.33' �rrl-I-rI-I-II-� i BLOCK 216 I I I I I I I I I I I IIIIIIIIIII , IIIIIIIIIII 1 REMOVE EXISTING EXTERIOR DOOR I I ISI E6asilNd I I I , �� ` IIIIIII ' 721 ^ I I I I T1 I IIIIIIIIII IIIIIIIIIII i IIIIIIIIIII IIIIIIIIIII � J :.G IIIIIIIIIII L L L I_ I_I_I_IJ J J 1 II ALLEY 12' ASPHALT PAVEMENT PROPOSED SITE PLAN LOT 12 I LOT 13 I LOT 14 BLOCK 216 SCALE: 3/32'= 1'-0' BLOCK 216 BLOCK 216 SCOPE OF WORK INTERIOR REMODELING ON EXISTING ONE FLOOR RESIDENCE, INCLUDING THE FOLLOWING: 1. REMOVAL OF EXISTING 200 AMPS ELECTRICAL PANEL & INSTALL NEW 200 AMPS ELECTRICAL PANED 2. REMOVAL OF EXISTING SLIDING GLASS DOOR IN THE FRONT AND INSTALL NEW DOUBLE FRENCH DOOR W/ SIDEUTES; 3. REMOVAL OF EXISTING EXTERIOR DOOR IN THE FRONT AND CLOSE DE OPENING WITH 8' CBS BLOCK WALI 4. PROPOSED DEMOLITION OF EXISTING NON-BEARING WOOD PARTITIONS IN BEDROOM 4, LIVING AND KITCHEN AREA; 5. PROPOSED NEW WOOD PARTITIONS IN NEW LAUNDRY ROOM AND LIVING, & PROPOSED DEMOLITION OF EXISTING CONC. BLOCK WALL IN BEDROOM 4; '7. PROPOSED INSTALLATION OF NEW 2'-10'x6'-8' WOOD DOOR IN BEDROOM 4, 8. PROPOSED REPLACEMENT OF EXISTING FLOOR TILE WITH NEW FLOOR TILE IN COMMON AREAS; 9. PROPOSED REPLACEMENT OF EXISTING FLOOR TILE WITH NEW LAMINATE FLOOR TILE IN BEDROOM; 4 .10. PROPOSED REPLACEMENT OF EXISTING FIXTURES, FAUCETS, AND CABINETS IN BATHROOMS WITH NEW FIXTURES, FAUCETS, PIPES, AND CABINETS; X11. PROPOSED REPLACEMENT OF EXISTING KITCHEN CABINETS WITH NEW KITCHEN CABINETS; 12. PROPOSED RELOCATION OF EXISTING LIGHT FIXTURES; 13. PROPOSED NEW CONCRETE STAIR STEPS IN REAR AND FRONT. REMOVE EXISTING SHOWER REMOVE EXISTING SANITARY REMOVE EXISTING LAVATORY & CABINET CLASSIFICATION OF WORK: ALTERATION -LEVEL 2 LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. AS PER 2010 F.B.C., SECTION 404. REMOVE EXISTING SANITARY EXISTING CABINET BEDROOM 3 um LMU Engineering, LLC 19460 SW 2nd STREET PEMBROKE PINES, FL 33029 , 73II5 804.8819 F.954.447.5162 EXISTING & DEMOLITION FLOOR PLAN AND NOTES DRAWN BY: AD REMOVE EXISTING REMOVE EXISTING CHECKED BY: SCALE DD AS NOTED SLIDING GLASS DOOR SHOWER x S E ••• REMOVE EXISTING EXTERIOR DOOR �� ` �* J :.G X09 S - — GL __ 00 • :W • PORCH BATH 2 �� O* a \ %• \ i • i FOYER � X60, •• eic,/t_ DINING ` ���� •O I REMOVE EXISTING REMOVE HALL BEDROOM 2 WOOD PARTITION PARTIIn'ION LUIS M. ULLOA, P.E. CMLISTRUCTURAL ENGINEER LIVINGi STATE OF FLORIDA UC.#� I W.C.I CONSULTANTS: REMOVE EXISTING JA WOOD PARTITION KITCHEN REMOVE EXISTING REMOVE EXISTING BATHTUB STOVE/OVEN MASTER OMASn7i BEDROOM REMOVE EXISTING i �\ FAMILY LAVATORY &CABINET \ PROJECT NEW PANEL A REMOVE EXISTING 200 AMPS (A WOOD PARTITIONREMOVE EXISTING 3 DRYER SANITARY INTERIOR REMODELING WASHER REMOVE EXISTING 150 N.E. 109th STREET BLOCK WALL MIAMI SHORES, FL 33167 � � \ CLIENT INFORMATION: APC ENGINEERING ENTERPRISES, INC 2150 WEST 10th AVENUE HIALEAH, FL 33010 BEDROOM 4 ISSUE DATE PERMIT SET 07-25-14 REVISION 1 09-03-14 ` EXISTING & DEMOLITION FLOOR PLAN REMOVE EXISTING SCALE: 1/4'- 1'-0' CONCRETE RAMP EXISTING & DEMOLITION FLOOR PLAN AND NOTES DRAWN BY: AD PRWECT,0: 14 -DD -22 CHECKED BY: SCALE DD AS NOTED DRAWING: A-1 N m NE 109th STREET m I 16' ASPHALT PAVEMENT M � n dP I I 1 PROJECT 10.33' i REMOVE CABINETS I REMOVE 1 1 1 EXISTING SINK R�1 1 F.P.L. METER (E) EasTRc i ONE STORY • • • •••••• 1/z -o Na. RESIDENCE ' �L F.P.L. MAIN $150 1 I SERVICEVTERHE F FP.L i@fER (E) --7—I _ TO L m T •••••• z T • • • • • • FPL UMSWCE I I REMOVE EXISTING ♦ New C.Q.I .OVM*( D TO FP.L SHOWER TRMSF. (E) 1 r,-, ; I E>osTlNc sEPnc I N I HrAwc io REMAIN n REMOVE EXISTING SANITARY M i I I i n L T I N LOT 5 LOT 3 REMOVE EXISTING BLOCK 216 10.33' T BLOCK 216 � rrri-I-�-I -�-T-� i IIIIIIIIIII LAVATORY &CABINET 1 I I I I I I I I I I I 1 ISI 6n imd 1 WA70 PIPE IIIIIIII I � 1 11111111111 1 ' IIIIIIIIIII ' I IIIIIIIIIII IIIIIIIIIII L LLI_I_I.IJ _IJJ METER TOFtMAM 1 I I1 - --- ------------- �--�--------- - A------- ALLEY L a 12' ASPHALT PAVEMENT--�- ----------- ---------------- ----- PROPOSED SITE PLAN LOT 12 I LOT 13 I LOT 14 BLOCK 216 SCALE: 3/32'= 1'-D" BLOCK 216 BLOCK 216 SCOPE OF WORK INTERIOR REMODELING ON EXISTING ONE FLOOR RESIDENCE, INCLUDING THE FOLLOWING: 1. REMOVAL OF EXISTING 200 AMPS ELECTRICAL PANEL & INSTALL NEW 200 AMPS ELECTRICAL PANEL; CLASSIFICATION OF WORK: 2. REMOVAL OF EXISTING SLIDING GLASS DOOR IN THE FRONT AND INSTALL NEW DOUBLE FRENCH DOOR W/ SIDELITES; 3. REMOVAL OF EXISTING EXTERIOR DOOR IN THE FRONT AND CLOSE DE OPENING WITH 8" CBS BLOCK WALL; ALTERATION -LEVEL 2 4. PROPOSED DEMOLITION OF EXISTING NON-BEARING WOOD PARTITIONS IN BEDROOM 4. LIVING AND KITCHEN AREA; LEVEL 2 ALTERATIONS INCLUDE THE L, 5. PROPOSED NEW WOOD PARTITIONS IN NEW LAUNDRY ROOM AND LIVING, RECONFIGURATION OF SPACE, THE 6. PROPOSED DEMOLITION OF EXISTING CONIC. BLOCK WALL IN BEDROOM 4; ADDITION OR ELIMINATION OF ANY DOOR 7. PROPOSED INSTALLATION OF NEW 2'-10"x6'-8" WOOD DOOR IN BEDROOM 4; OR WINDOW, THE RECONFIGURATION OR 8. PROPOSED REPLACEMENT OF EXISTING FLOOR TILE WITH NEW FLOOR TILE IN COMMON AREAS; EXTENSION OF ANY SYSTEM, OR THE 9. PROPOSED REPLACEMENT OF EXISTING FLOOR TILE WITH NEW LAMINATE FLOOR TILE IN BEDROOM; INSTALLATION OF ANY ADDITIONAL ,. 10. PROPOSED REPLACEMENT OF EXISTING FIXTURES, FAUCETS, AND CABINETS IN BATHROOMS WITH NEW FIXTURES, EQUIPMENT. AS PER 2010 F.B.C., FAUCETS, PIPES, AND CABINETS; SECTION 404. 11. PROPOSED REPLACEMENT OF EXISTING KITCHEN CABINETS WITH NEW KITCHEN CABINETS; 12. PROPOSED RELOCATION OF EXISTING LIGHT FIXTURES; 13. PROPOSED NEW CONCRETE STAIR STEPS IN REAR AND FRONT. REMOVE EXISTING SLIDING GLASS DOOR DINING KITCHEN REMOVE EXISTING III I STOVE/OVEN i \� NEW PANEL A 200 AMPS (E) BEDROOM 4 \ REMOVE EXISTING SANITARY REMOVE EXISTING LAVATORY & CABINET REMOVE EXI SH BEDROOM 3 CL CL PORCH BATH 2 ` O / \ i 1 FOYER \ M M REMOVE EXISTING REMOVE EXISTING I HALL BEDROOM 2 WOOD PARTITION WOOD PARTITION LIVING r-----' I I I W.LC. I � REMOVE EXISTING WOOD PARTITION i� ---------------------- ----------- REMOVE EXISTING BATHTUB MASTER 0 MASTER BEDROOM BATH \ REMOVE EXISTING LAVATORY & CABINET FAMILY REMOVE EXISTING WOOD PARTITION REMOVE EXISTING SANITARY REMOVE EXISTING BLOCK WALL \ REMOVE EXISTING CONCRETE RAMP EXISTING & DEMOLITION FLOOR PLAN SCALE: 1/4"= 1'-0" EXISTING & DEMOLITION FLOOR PLAN AND NOTES H" PROJECT V. D 14 -DD -22 C.. BY: SCALE: DD AS NOTED DRAVANO A-1 PROJECT INTERIOR REMODELING 150 N.E. 109th STREET WAN SHORES, FL 33167 CLIENT INFORMATION: • • • 00 • • •APCENGINEERM•••• • • • •••••• • • • • • • EwrERPRISES,#IC • •••• • • •••• 2jTgST1OthAl"@•• • F{{�q[FE1H, FL 33b10 • •••• •• •••••• ISSOJEDATE •••••• PERMI'T. i •Q'Wil •••••• REVISION 1 09-Q314 • • • • • • EXISTING & DEMOLITION FLOOR PLAN AND NOTES H" PROJECT V. D 14 -DD -22 C.. BY: SCALE: DD AS NOTED DRAVANO A-1 Ito NE 109th STREET m 16' ASPHALT PAVEMENT ` M M B 75.00' . i I R i r I � IP LOT 3 BLOCK 216 I I LOT 12 PROPOSED SITE PLAN LOT 13 ! LOT 14 BLOCK 216 SCALE: 3/32"= 1'-0' BLOCK 216 BLOCK 216 SCOPE OF WORK INTERIOR REMODELING ON EXISTING ONE FLOOR RESIDENCE, INCLUDING THE FOLLOWING: 1. REMOVAL OF EXISTING 200 AMPS ELECTRICAL PANEL & INSTALL NEW 200 AMPS ELECTRICAL PANEL; 2. REMOVAL OF EXISTING SLIDING GLASS DOOR IN THE FRONT AND INSTALL NEW DOUBLE FRENCH DOOR W/ SIDEUTES; 3. REMOVAL OF EXISTING EXTERIOR DOOR IN THE FRONT AND CLOSE DE OPENING WITH 8' CBS BLOCK WALL; 4. PROPOSED DEMOLITION OF EXISTING NON-BEARING WOOD PARTITIONS IN BEDROOM 4, LIVING AND KITCHEN AREA; '5. PROPOSED NEW WOOD PARTITIONS IN NEW LAUNDRY ROOM AND LIVING, 6. PROPOSED DEMOLITION OF EXISTING CONC. BLOCK WALL IN BEDROOM 4; 7. PROPOSED INSTALLATION OF NEW 2'-10'x6'-8" WOOD DOOR IN BEDROOM 4; 8. PROPOSED REPLACEMENT OF EXISTING FLOOR TILE WITH NEW FLOOR TILE IN COMMON AREAS; 9. PROPOSED REPLACEMENT OF EXISTING FLOOR TILE WITH NEW LAMINATE FLOOR TILE IN BEDROOM; JO. PROPOSED REPLACEMENT OF EXISTING FIXTURES, FAUCETS, AND CABINETS IN BATHROOMS NTH NEW FIXTURES, FAUCETS, PIPES, AND CABINETS; X11. PROPOSED REPLACEMENT OF EXISTING KITCHEN CABINETS WITH NEW KITCHEN CABINETS; 12. PROPOSED RELOCATION OF EXISTING LIGHT FIXTURES; 13. PROPOSED NEW CONCRETE STAIR STEPS IN REAR AND FRONT. I- REMOVE EXISTING SLIDING GLASS DOOR REMOVE CABINETS REMOVE EXISTING SINK F.P.L. METER (E) F.P.L. MAIN SERVICE OVERHEAD TO F.P.L. TRANSF. - REMOVE EXISTING SHOWER REMOVE EXISTING SANITARY REMOVE EXISTING LAVATORY & CABINET CLASSIFICATION OF WORK: ALTERATION -LEVEL 2 LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. AS PER 2010 F.B.C., SECTION 404. DINING /NEW PANEL A 200 AMPS (E) 1 3 DRYER WASHER i BEDROOM 4 \ REMOVE EXISTING SANITARY REMOVE EXISTING LAVATORY & CABINET REMOVE EXISTING SHOWER REMOVE EXISTIN EXTERIOR DOOR -� PORCH REMOVE EXISTING WOOD PARTITION LIVING BEDROOM 3 dd012 2014 --- e-1-9 - ----- -- -- -- BATH 2 C � � •••9. • KITCHEN MIAMI SHORES, FL 33167 DATE E rREMOVE EXISTING I STOVE/OVEN /NEW PANEL A 200 AMPS (E) 1 3 DRYER WASHER i BEDROOM 4 \ REMOVE EXISTING SANITARY REMOVE EXISTING LAVATORY & CABINET REMOVE EXISTING SHOWER REMOVE EXISTIN EXTERIOR DOOR -� PORCH REMOVE EXISTING WOOD PARTITION LIVING BEDROOM 3 dd012 2014 --- e-1-9 - ----- -- -- -- BATH 2 C � � •••9. • REMOVE EXISTING WOOD PARTITION --------------------- FAMILY REMOVE EXISTING WOOD PARTITION REMOVE EXISTING BLOCK WALL REMOVE EXISTING CONCRETE RAMP • 0.090 • • 0006•• •• • •••9• •• •• • •• ••999• W.I.C. I /� 0060•• • • • • 0000•• •• • 0000 • • • •9•• REMOVE EXISTING-_ BATHTUB e`t ,. MASTER BEDROOM f-`� J ! TOR, & CABINET PROJECT REMOVE EXISTING s SANITARY INTERIOR REMODELING SHORES VILLAGE 150 N.E. 109th STREET ROVED BY z0 fi.NG !w s$L1ZtiCTURAIIlk 66_6_:6------�.• SCALE: 1�/4 1'-0" O! MIAMI SHORES, FL 33167 DATE E • • 0000 0000•• APC ENGINEERING ENTERPRISES, INC / •• • • HIALEAH, FL 33010 ISSWE DAT • • • • • 4,004,60 •• ••: 000.0• •• • 0000•• FOYER ♦ \� � IOR PLAN • 000000 • • • 6666 I .••.• 0• • ••000• REMOVE EXISTING I HALL BEDROOM 2 • • WOOD PARTITION I �•' 000000 0000 0 0 0 0 0• REMOVE EXISTING WOOD PARTITION --------------------- FAMILY REMOVE EXISTING WOOD PARTITION REMOVE EXISTING BLOCK WALL REMOVE EXISTING CONCRETE RAMP • 0.090 • • 0006•• •• • •••9• •• •• • •• ••999• W.I.C. I /� 0060•• • • • • 0000•• •• • 0000 • • • •9•• REMOVE EXISTING-_ BATHTUB e`t ,. MASTER BEDROOM f-`� J ! TOR, & CABINET PROJECT REMOVE EXISTING s SANITARY INTERIOR REMODELING SHORES VILLAGE 150 N.E. 109th STREET ROVED BY z0 fi.NG !w s$L1ZtiCTURAIIlk 66_6_:6------�.• SCALE: 1�/4 1'-0" I FLOOR PLAN IMECHAW ;AL AND NOTES wc. VT YAy/_Vjl �LAD'`� ,I 14-6 8 -DG. j�� EEl�Y � DD �? t ' •! S NOTED N9NG: :U-jE';T TO CGTm'�LiaAct �I?� o ALL FEDERAL, .:i TE -N- C©Ut4TY RllLES ,AND REWLATIONS. -' A-1 MIAMI SHORES, FL 33167 DATE E CLIENT INFORMATION: APC ENGINEERING ENTERPRISES, INC 2150 WEST 10th AVENUE HIALEAH, FL 33010 ISSWE DAT • • • • • PERMIT a��I� • •• ••: 4 �00060 IOR PLAN 660 • 6. • 6666 6666 6666.. .••.• 0• • • • .0.00. �•' ••000• PASTING & • •. DEMOLITION I FLOOR PLAN IMECHAW ;AL AND NOTES wc. VT YAy/_Vjl �LAD'`� ,I 14-6 8 -DG. j�� EEl�Y � DD �? t ' •! S NOTED N9NG: :U-jE';T TO CGTm'�LiaAct �I?� o ALL FEDERAL, .:i TE -N- C©Ut4TY RllLES ,AND REWLATIONS. -' A-1 . . ..• . . . ... NE SANIT•�RY• • • • • • • • • • REPLACI G EXISTING NEW LAVATORY & CABINET BEDROOM 3 REPLACING EjpSTING • • • • • •• • 1 NEW BATHI:B i • • • • • • • • NEW CONCRETE STAIR PROPOSED NEW 8" REPLACING EXIS :G 0 : : 0 ••: SEE TYPICAL STAIR PROPOSED WALL PROPOSED NEW • • • 000 • SECTION 'A/A-2" , WOOD PARTITION -1 DINING NEW CABINETS LMU Engineering, LLC 19460 SIN 21x1 STREET L NEW PANEL A REPLACING EXISTING Do200 AMPS (E) NEW SINK REPLACING TH 3 KITCHEN EXISTING WALLISTING WASHER NEW SINK REPLACING "a NEW STOVE/OVEN EXISTING - NO REPLACING EXISTING F.P.L METER (E) i F.P.L. MAIN � ,p••• S 1�_■■-�1� SERVICE OVERHEAD ■ I TOO F.P.L. TRANSF. -7 1 1` NEW LMU Engineering, LLC 19460 SIN 21x1 STREET L NEW PANEL A REPLACING EXISTIWER Do200 AMPS (E) NEW SANITARY TH 3 DRYER REPLACING EXISTING WALLISTING WASHER NEW SINK REPLACING . a 0;,0, EXISTING - NO _ _ _ _ i NEW CONCRETE STAIR SEE TYPICAL STAIR SECTION "B/A-2' NOTES: PROPOSED NEW 2'-10•x6,-8" WOOD DOOR BEDROOM 4 1) GLAZING IN SUDING & SWING DOORS SHALL BE SAFETY GLAZING CAT. I IF LESS THAN 9 S.F. AS PER FBC-2010 RESIDENTIAL 84410.2.3.1.3.1 OR CAT. II IF GREATER THAN 9 S.F. AS PER FBC-2010 RESIDENTIAL R4410.2.3.1.3.2 (IMPACT RESISTANT HAS NO RELEVANCE TO SAFETY GLASS) 2) WALL AND CEIUNG FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200 AS PER FBC-2010 RESIDENTIAL R302.9.1 AND A -SMOKE-DEVELOPED INDEX NOT GREATER THAN 450 AS PER FBC-2010 RESIDENTIAL R302.9.2 3) SHOWER AND BATHTUB SHALL HAVE NON-ABSORBENT FLOOR AND WALL FINISH UP TO 72" HEIGHT AS PER FBC-2010 RESIDENTIAL R307.2 * 4) CERAMIC TILE WALL FINISH IN TUB AND SHOWER AREAS SHALL HAVE CEMENT FIBER OR GLASS MAT BACKING BOARD AS PER FBC-2010 RESIDENTIAL R702.4.2 mm����I WA PROPOSED NEW FOYER DOUBLE FRENCH DOOR W/ SIDEUTES UVING PROPOSED NEW WOOD PARTITION -{G� _________--.R-_-_____ FAMILY PROPOSED NEW WOOD PARTITION SEE TYPICAL REINFORCE CELLS DETAIL ON THIS SHEET PROPOSED /5 vERncAL ',• REINFORCEMENT. SEE PIANS FOR PATrEM BREAK ONE SIDE OFEMMNG BLOCKS ALL IKE WAY UP FROM FOOIER TO TIE BEAM UNDERSIDE. TO INSTALL VS71CAL RENFORCEMENr HALL I I I I W.I.C. i i NEW SHOWER � ^ REPLACING EXISTING �� MASTER BATH MASTER BEDROOM NEW LAVATORY &CABINET REPLACING EXISTING TYPICAL EXISTING CMU REINFORCEMENT (PLAN) SCALE: 1/2"= f-0" NEW SANITARY REPLACING EXISTING g5 REBAR DOWELED INTO TIE BEAM BELOW, USE 3/4" VAR. CONCRETE OR APPROVED EQUIVALENT BIT & EPDXY HILTI HY-150 nalrNwr rn TIE BEAM , MIN. 6" EMBEDMENT INTO TIE BEAM (TYPICAL) CONTRACTOR TO PROVIDE FILLED CELL #3 REBAR DOWELED® 24" O.C. INTO GROUTED CELL USE 5/8" BIT & EPDXY HILTI HY-150 OR APPROVED EQUIVALENT, MIN. 6" EMBEDMENT (TYPICAL) @5 REBAR DOWELED INTO TIE BEAM BELOW, USE 3/4' BIT & EPDXY HILT[ HY-150 OR APPROVED EQUIVALENT, MIN. 6" EMBEDMENT INTO BEAM (TYPICAL) 311—W-0.3 -� LMU Engineering, LLC 19460 SIN 21x1 STREET PEMBROKE PINES, FL 33029 T.305.804.8819 F.954.447.5162 tME ®' 11■� XII 11.1 OA WALLISTING CI♦IIIIiamII'l SS : J . a 0;,0, 19 :tL - NO ua n AND USE EPDXY � ,p••• S 1�_■■-�1� ■ I a a N 1` " o %I MENr%✓�///MMINNo/. BEDROOM 2 I TYPICAL CLOSING DOOR OPENING DETAIL SCUM 3/8"- V-0' PROPOSED FLOOR PLAN SCALE: 1/4"= V-0" ()__� rr ALENT, NT RIOR EL + 0'-0" F.F.E. FOUNDATION NOT MOWN SPLICE 36' MIN. (TYPICAL) FOR CLARITY TYPICAL REINFORCED CELLS DETAIL SCALE: 1/E"= V-0" PROPOSED (4) #5 CONT. W/ #3 STIRRUPS • 8" O.C. PROPOSED WELL COMPACTED FOL - PROPOSED BATHROOM FIXTURES SPACED AS PER F.B.C.2010 R307.1 LAVATORY I � �4,_7• ly 21CIO AT 1/4' MAX. PROPOSED ¢R 0 a- O.C. ANCHORED BACK TO EXISTING CONCRETE FOOTING AT EACH END PROPOSED 0 • 12" O.C. TOP AND BOTTOM PROPOSED 3,500 PSI CONCRETE STEPS r-9" TYPICAL STAIR SECTION "A" SCALE: N.T.S. EXISTING CONCRETE FOOTER TO REMAIN �-PROPOSED 6' EMBEDMENT USING 3/40 BIT ANO USE EPDXY HILTI HY-150 OR LMU Engineering, LLC 19460 SIN 21x1 STREET PEMBROKE PINES, FL 33029 T.305.804.8819 F.954.447.5162 IuIIw@Imueng1needrtg.c ®' L,** OCK `�\) OA WALLISTING ,27403 •..* uir SS : J 0 � �;•• � 19 :tL - NO ua n AND USE EPDXY � ,p••• S �'Y_I PAVERS EXISTING CONCRETE FOOTER TO REMAIN �-PROPOSED 6' EMBEDMENT USING 3/40 BIT ANO USE EPDXY HILTI HY-150 OR ULL-.A P.E. 1 USTRUCTURAL ENGINEER STATE OF FLORIDA UCA 8.9909 PROJECT INTERIOR REMODELING 150 N.E. 109th STREET MIAMI SHORES, FL 33167 CUENT INFORMATION: APC ENGINEERING ENTERPRISES, INC 2150 WEST 10th AVENUE HIALEAH, FL 33010 ISSUE DATE PERMIT SET 07-25-14 REVISION tS 09413-14 REVISION Z2 09-13-14 PROPOSED FLOOR PLAN, DETAILS, SECTIONS, AND NOTES DRAWN BY: PROJECTS: AD 14 -DD -22 CHECKED BY: SCALE: DO AS NOTED DRAWING: A-2 PROPOSED (1)B3 AT EACH NOSING FOOTER TO REMAIN PROPOSED 6' EMBEDMENT USING 3/4.0 BIT PROPOSED n AND USE EPDXY HILTI HY-150 PAVERS I I a N 1` " o BACK ANCHORED TO EXISTING III- I- Lb I' CONCRETE FOOTING AT EACH END PROPOSED #5 • 1•_p• 10" 8' O.C. PROPOSED WELL COMPACTED FILL V-10" PROPOSED 3.500 PSI CONCRETE STEPS TYPICAL STAIR SECTION "B" SCALE: 1"=1•-0" ULL-.A P.E. 1 USTRUCTURAL ENGINEER STATE OF FLORIDA UCA 8.9909 PROJECT INTERIOR REMODELING 150 N.E. 109th STREET MIAMI SHORES, FL 33167 CUENT INFORMATION: APC ENGINEERING ENTERPRISES, INC 2150 WEST 10th AVENUE HIALEAH, FL 33010 ISSUE DATE PERMIT SET 07-25-14 REVISION tS 09413-14 REVISION Z2 09-13-14 PROPOSED FLOOR PLAN, DETAILS, SECTIONS, AND NOTES DRAWN BY: PROJECTS: AD 14 -DD -22 CHECKED BY: SCALE: DO AS NOTED DRAWING: A-2 NEW CABINETS REPLACING EXISTING NEW SINK REPLACING EXISTING F.P.L. METER (E) F.P.L. MAIN SERVICE OVERHEAD TO F.P.L. TRANSF. - NEW SHOWER REPLACING EXISTING NEW SANITARY REPLACING EXISTING NEW SINK REPLACING EXISTING NEW CONCRETE STAIR SEE TYPICAL STAIR SECTION -B/A-2- NEW CONCRETE STAIR rHOr SEE TYPICAL STAIR CBS SECTION "AIA -2" \ NEW SANITARY REPLACING EXISTING NEW LAVATORY & CABINET BEDROOM 3 REPLACING EXISTING NEW BATHTUB REPLACING EXISTING PROPOSED NEW WOOD PARTITION -� PORCH PROPOSED NEW FOYER DINING DOUBLE FRENCH DOOR W/ SIDELITES LIVING -------------- PROPOSED NEW KITCHEN WOOD PARTITION FNEW STOVE/OVEN ------------ ------- REPLACING EXISTING NEW PANEL A 200 AMPS (E) 3 i PROPOSED NEW 2'-10•x8•-8" WOOD DOOR BEDROOM 4 NOTES: 1) GLAZING IN SLIDING & SWING DOORS SHALL BE SAFETY GLAZING CAT. I IF LESS THAN 9 S.F. AS PER FBC-2010 RESIDENTIAL R4410.2.3.1.3.1 OR CAT. II IF GREATER THAN 9 S.F. AS PER FBC-2010 RESIDENTIAL R4410.2.3.1.3.2 (IMPACT RESISTANT HAS NO RELEVANCE TO SAFETY GLASS) 2) WALL AND CEILING FINISHES SHALL HAVE A • FLAME SPREAD INDEX OF NOT MORE THAN 200 AS PER FBC-2010 RESIDENTIAL R302.9.1 AND A _ SMOKE—DEVELOPED INDEX NOT GREATER THAN 450 AS PER FBC-2010 RESIDENTIAL R302.9.2 3) SHOWER AND BATHTUB MALL HAVE NON—ABSORBENT FLOOR AND WALL FINISH UP TO 72" HEIGHT AS PER FBC-2010 RESIDENTIAL R307.2 4) CERAMIC TILE WALL FINISH IN TUB AND SHOWER AREAS SHALL HAVE CEMENT FIBER OR GLASS MAT BACKING BOARD AS PER FOC -2010 RESIDENTIAL R702.4.2 FAMILY PROPOSED NEW WOOD PARTITION SEETYPICAL REINFORCE CELLS DETAIL ON THIS SHEET SEE PROPOSED VERTICAL PIANS FOR PATTERN TO BATH 2 O I HALL I r____---J_—___� I I W.I.C. I I ' i NEW SHOWER REPLACING EXISTING MASTER BATH MASTER BEDROOM NEW LAVATORY & CABINET REPLACING EXISTING TYPICAL EXISTING CMU REINFORCEMENT (PLAN) SCALE: 1/2"= 1'-0" NEW SANITARY REPLACING EXISTING #5 REBAR DOWELED INTO TIE BEAM BELOW, USE 3/4• VAR. CONCRETE BIT & EPDXY HILTI HY-150 nacniwr Tn TIE BEAM OR APPROVED EQUIVALENT, MIN. 6" EMBEDMENT INTO TIE BEAM (TYPICAL) CONTRACTOR TO PROVIDE FILLED CELL #3 REBAR DOWELED 0 24" O.C. INTO GROUTED CELL USE 5/8" BIT &EPDXY HILTI HY-150 OR APPROVED EQUIVALENT, MIN. 6" EMBEDMENT (TYPICAL) #5 REBAR DOWELED INTO TIE BEAM BELOW, USE 3/4• BIT & EPDXY HILTI HY-150 OR APPROVED EQUIVALENT, MIN. 6" EMBEDMENT INTO BEAM (TYPICAL) BEDROOM 2TYPICAL CLOSING DOOR OPENING DETAIL I I Sr": 3/8'= 1'-0" PROPOSED FLOOR PLAN SCALE: 1/4"= 1'-0" (Y ALENT, NT RIOR I I1 l ' 'r F.F.E. FOUNDATION NOT SHOWN SPLICE 36" MIN. (TYPICAL) FOR CLARITY TYPICAL REINFORCED CELLS DETAIL SCALE: 1/2"= 1'-0" ••a, OCK • • • • � • • ••i•so •••ss• *t� •• KIMEXl♦l1 fs•s 10=10110111 ISTING • •••••• SS • • • • • • • MEMO � I��I!�l�l�l�ll�� a I . _ • • ••••% • • BEDROOM 2TYPICAL CLOSING DOOR OPENING DETAIL I I Sr": 3/8'= 1'-0" PROPOSED FLOOR PLAN SCALE: 1/4"= 1'-0" (Y ALENT, NT RIOR I I1 l ' 'r F.F.E. FOUNDATION NOT SHOWN SPLICE 36" MIN. (TYPICAL) FOR CLARITY TYPICAL REINFORCED CELLS DETAIL SCALE: 1/2"= 1'-0" STING CONCRETE FOOTER TO REMAIN PROPOSED 6" EMBEDMENT 6" USING 3/4"0 BIT AND USE PROPOSED (1)#3 AT 1/4" MAX EPDXY HILTI HY-150 OR EACH NO. ING-­­—APPROVED EQUIVALENT 1-11 11 PROPOSED a al I a I I -=1I -I M=1I f-�-1d CONCRETE o 7 11-I I J=11 lI 11 YI=� I- I PAVERSLI 1= I �I I ISI I1=i I1=.1 I I� I I -11(='I I ISI I I I iI PROJECT =III= PROPOSED #5 ® 8. O.C. ANCHORED r BACK TO EXISTING CONCRETE FOOTING °—I AT EACH END INTERIOR REMODELING PROPOSED #4 ® 12" O.C. TOP PROPOSED (4) #5 CONT. AND BOTTOM W/ g3 STIRRUPS ® 8' D.C. -PROPOSED 3,500 PSI 150 N.E. 109th STREET PROPOSED WELLCONCRETE STEPS MIAMI SHORES, FL 33167 COMPACTED FILL 1,-0" 1'-9" 2'-e• CLIENT INFORMATION: TYPICAL STAIR SECTION "A" APC ENGINEERING ENTERPRISES, INC SCALE: N.T.S. 2150 WEST 10th AVENUE HIALF_AH, FL 33010 ISSUE DATE PERMIT SET 07-25-14 REVISION 1 09-03-14 V-10" REVISION 2 09-13-14 PROPOSED BATHROOM FIXTURES SPACED AS PROPOSED (IAT 11" 11" 6" EXISTING CONCRETE PER F.B.C.2010 R307.1 EACH N4#.3 NG FOOTER TO REMAIN d. PROPOSED 6" EMBEDMENT LAVATORY USING 3/4.0 BIT AND USE EPDXY El-— PCOtjCRE�TE �- "� HILR HY-150 PAVERS14'-7•o I W.C. d Q PROPOSED 21 — _0 PROPOSED;,, • 12" O.C. 9n i ANCHO , TO EXISTING FLOOR PLAN, CON n mug IPROPc� AT EACH END DETAILS, V-0" 10• 6• o.G�w<r SECTIONS, AND PROPOSED "'UL� NOTES COMPACTED FILL 1'-10" PR 3.500 SHOWER / CONN STEPS TYPICAL STAIR SECTIO PROJECTS ,Y, ? 14 -DD -22 SCALE: 1"=1'-0" �h,[iCKFD BV: SCALE DD AS NOTED DRAWING: 1 A-2 ••a, OCK • • • • � • • ••i•so •••ss• •• WALL fs•s ISTING • •••••• SS • • • • • • • f t • • ••••% • • ssz•c - 9•f•e- •sesse � s • • o • s••s•• ras••• • t •• • .?0•• •••••t STING CONCRETE FOOTER TO REMAIN PROPOSED 6" EMBEDMENT 6" USING 3/4"0 BIT AND USE PROPOSED (1)#3 AT 1/4" MAX EPDXY HILTI HY-150 OR EACH NO. ING-­­—APPROVED EQUIVALENT 1-11 11 PROPOSED a al I a I I -=1I -I M=1I f-�-1d CONCRETE o 7 11-I I J=11 lI 11 YI=� I- I PAVERSLI 1= I �I I ISI I1=i I1=.1 I I� I I -11(='I I ISI I I I iI PROJECT =III= PROPOSED #5 ® 8. O.C. ANCHORED r BACK TO EXISTING CONCRETE FOOTING °—I AT EACH END INTERIOR REMODELING PROPOSED #4 ® 12" O.C. TOP PROPOSED (4) #5 CONT. AND BOTTOM W/ g3 STIRRUPS ® 8' D.C. -PROPOSED 3,500 PSI 150 N.E. 109th STREET PROPOSED WELLCONCRETE STEPS MIAMI SHORES, FL 33167 COMPACTED FILL 1,-0" 1'-9" 2'-e• CLIENT INFORMATION: TYPICAL STAIR SECTION "A" APC ENGINEERING ENTERPRISES, INC SCALE: N.T.S. 2150 WEST 10th AVENUE HIALF_AH, FL 33010 ISSUE DATE PERMIT SET 07-25-14 REVISION 1 09-03-14 V-10" REVISION 2 09-13-14 PROPOSED BATHROOM FIXTURES SPACED AS PROPOSED (IAT 11" 11" 6" EXISTING CONCRETE PER F.B.C.2010 R307.1 EACH N4#.3 NG FOOTER TO REMAIN d. PROPOSED 6" EMBEDMENT LAVATORY USING 3/4.0 BIT AND USE EPDXY El-— PCOtjCRE�TE �- "� HILR HY-150 PAVERS14'-7•o I W.C. d Q PROPOSED 21 — _0 PROPOSED;,, • 12" O.C. 9n i ANCHO , TO EXISTING FLOOR PLAN, CON n mug IPROPc� AT EACH END DETAILS, V-0" 10• 6• o.G�w<r SECTIONS, AND PROPOSED "'UL� NOTES COMPACTED FILL 1'-10" PR 3.500 SHOWER / CONN STEPS TYPICAL STAIR SECTIO PROJECTS ,Y, ? 14 -DD -22 SCALE: 1"=1'-0" �h,[iCKFD BV: SCALE DD AS NOTED DRAWING: 1 A-2 NEW SANITARY PoIPoIPoIPoI REPLACING EXISTING (� NEW LAVATORY & CABINET BEDROOM 3 lu' REPLACING EXISTING 1 NEW BATHTUB NEW CONCRETE STAIR ROPOSED NEW 8" REPLACING EXISTING SEE TYPICAL STAIR CBS BLOCK WALL PROPOSED NEW SECTION 'A/A-2" WOOD PARTITION \ CL. PORCH q i PROPOSED NEW FOYER / DINING DOUBLE FRENCH DOOR W/ SIDELITES HALL BEDROOM 2 I LIVING W.I.C. NEW CABINETS REPLACING EXISTING PROPOSED NEW i NEW SINK REPLACING KITCHEN WOOD PARTITION EXISTING NEW SHOWER — REPLACING EXISTING NEW STOVE/OVEN °D REPLACING EXISTING MASTER F.P.L. METER (E) BATH MASTER BEDROOM F.P.L. MAIN \`\ SERVICE OVERHEAD TO F.P.L. TRANSF. Q NEW LAVATORY & CABINET REPLACING EXISTING \\ FAMILY NEW SHOWER NEW PANEL A` REPLACING EXISTING 200 AMPS (E) PROPOSED NEW NEW SANITARY NEW SANITARY TH 3 DRYER WOOD PARTITION REPLACING EXISTING REPLACING EXISTING WASHER NEW SINK REPLACING EXISTING ________ PROPOSED NEW \ WOOD DOOR V4 BEDROOM 4 NEW CONCRETE STAIR SEE TYPICAL STAIR SECTION 'B/A-2" 1) GLAZING IN SLIDING & SWING DOORS SHALL BE SAFETY GLAZING CAT. I IF LESS THAN 9 S.F. AS PER FBC-2010 RESIDENTIAL R4410.2.3.1.3.1 OR CAT. II IF GREATER THAN 9 S.F. AS PER FBC-2010 RESIDENTIAL. R4410.2.3.1.3.2 (IMPACT RESISTANT HAS NO RELEVANCE TO SAFETY GLASS) 2) WALL AND CEILING FINISHES SHALL HAVE A ,FLAME SPREAD INDEX OF NOT MORE THAN 200 AS PER FBC-2010 RESIDENTIAL R302.9.1 AND A -SMOKE—DEVELOPED INDEX NOT GREATER THAN 450 AS PER FBC-2010 RESIDENTIAL R302.9.2 3) SHOWER AND BATHTUB SHALL HAVE _NON—ABSORBENT FLOOR AND WALL FINISH UP TO 72" HEIGHT AS PER FBC-2010 RESIDENTIAL R307.2 -4) CERAMIC TILE WALL FINISH IN TUB AND SHOWER AREAS SHALL HAVE CEMENT FIBER OR GLASS MAT BACKING BOARD AS PER FBC-2010 RESIDENTIAL R702.4,2 PROPOSED FLOOR PLAN SCALE: 1/4"- 1'-0" #5 REBAR DOWELED INTO TIE BEAM BELOW, USE 3/4' VAR. BIT & EPDXY HILTI HY-150 OR APPROVED EQUIVALENT, MIN. 6" EMBEDMENT INTO TIE BEAM (TYPICAL) CONTRACTOR TO PROVIDE FILLED CELL 83 REBAR DOWELED ® 24" O.C. INTO GROUTED CELL USE 5/8' BIT & EPDXY HILTI HY-150 OR APPROVED EQUIVALENT, MIN. 6' EMBEDMENT (TYPICAL) #5 REBAR DOWELED INTO TIE BEAM BELOW, USE 3/4" BIT & EPDXY HILTI HY-150 OR APPROVED EQUIVALENT, MIN. 6" EMBEDMENT INTO BEAM (TYPICAL) PROPOSED PROPOSED (4) #5 CONT. W/ X63 STIRRUPS ® 8' D.C. PROPOSED WELL COMPACTED FILL - PROPOSED BATHROOM FIXTURES SPACED AS PER F.B.C.2010 R307.1 'SHOWER i TYPICAL CLOSING DOOR OPENING DETAIL SC9LE: 3/6'= V-0' a •° .. ILIA I' I 'OSED #5 ® 8" O.C. ANCHORED : TO EXISTING CONCRETE FOOTING ACH END 'OSED #4 0 12' O.C. TOP BOTTOM OSED 3.500 PSI RETE STEPS 2'-9' TYPICAL STAIR SECTION "A" SCALE: N.T.S. PROPOSED OCK WALL (STING :SS *, � d5 CONCRETE TO REMAIN PROPOSED 6' EMBEDMENT USING 3/4.0 BIT AND USE EPDXY HILTI HY-150 OR APPROVED EQUIVALENT 150 N.E. 109th STREET JalR<MR %ORES, FL 33167 • • • i • i CUWV INFORMATIONi • •tit• •••• •••••• • APC ENGINEERING s••i•• • EfSYERPRISES,�`1� • • • • 26M *EST 10th Allb? • • • ••iiiEKH,FL33010 •••••• I� E AT� ii••• • l • PE991790or ore i I t. • + -16 1 09-09-14 s•i••l ••••l Itltlt GREIL'�: • t t • •tll r 1�� • • •..■. BEAM CHECKED BY: a. BOTTOM OF o I • • DRA%MNO: A-2 a '.. • : papPosi& • • . : EXISTING G E PROPOSED #4 ®12" O.C. IF ANCHORED BACK To EXISTING••FjOOR PLAN, CONCRETE FOOTING AT EACH END TO REMAIN 1 `'ROP�' ® 10"8" O.C.C. NEW 8' CMU TO MATCH S c2c�1 m.�_ 1'_p• WALL THICKM ii�lllbl`�S'I / V-10' PROPOSED 3,500 PSI CONCRETE STEPS EXISTING CMU WALLTO REMAIF TYPICAL STAIR SECTION "B" TOP OF A, CONC. SLAB AD 14 -DD -22 TYPICAL CLOSING DOOR OPENING DETAIL SC9LE: 3/6'= V-0' a •° .. ILIA I' I 'OSED #5 ® 8" O.C. ANCHORED : TO EXISTING CONCRETE FOOTING ACH END 'OSED #4 0 12' O.C. TOP BOTTOM OSED 3.500 PSI RETE STEPS 2'-9' TYPICAL STAIR SECTION "A" SCALE: N.T.S. PROPOSED OCK WALL (STING :SS *, � d5 CONCRETE TO REMAIN PROPOSED 6' EMBEDMENT USING 3/4.0 BIT AND USE EPDXY HILTI HY-150 OR APPROVED EQUIVALENT 150 N.E. 109th STREET JalR<MR %ORES, FL 33167 • • • i • i CUWV INFORMATIONi • •tit• •••• •••••• • APC ENGINEERING s••i•• • EfSYERPRISES,�`1� • • • • 26M *EST 10th Allb? • • • ••iiiEKH,FL33010 •••••• I� E AT� ii••• • l • PE991790or ore i I t. • + -16 1 09-09-14 s•i••l ••••l Itltlt GREIL'�: • t t • •tll r 1�� • • •..■. :• CHECKED BY: SCALE: o I • • DRA%MNO: A-2 a '.. • : papPosi& • • . : �-I PROPOSED #4 ®12" O.C. IF ANCHORED BACK To EXISTING••FjOOR PLAN, CONCRETE FOOTING AT EACH END DETAILS ' `'ROP�' ® 10"8" O.C.C. SECTIONS, AND PROPOSED WELL 1'_p• NOTES COMPACTED FILL V-10' PROPOSED 3,500 PSI CONCRETE STEPS TYPICAL STAIR SECTION "B" DRAWN BY: PROJECT O: AD 14 -DD -22 SCALE: 1"=V-0" CHECKED BY: SCALE: DO AS NOTED DRA%MNO: A-2 NEW CABINETS REPLACING EXISTING NEW SINK REPLACING EXISTING F.P.L. METER (E) F.P.L. MAIN SERVICE OVERHEAD TO F.P.L. TRANSF. NEW SHOWER REPLACING EXISTING NEW SANITARY REPLACING EXISTING NEW SINK REPLACING EXISTING NEW CONCRETE STAIR NOTES: NEW CONCRETE STAIR DINING KITCHEN NEW STOVE/OVEN REPLACING EXISTING NEW PANEL A\_ 200 AMPS (E) I 3 WASHERDRYER i---------- 1 PROPOSED NEW / 2•_10•x8•_8• JJJ/// WOOD DOOR BEDROOM 4 1) GLAZING IN SLIDING & SWING DOORS SHALL BE SAFETY GLAZING CAT. I IF LESS THAN 9 S.F. AS PER FBC-2010 RESIDENTIAL R4410.2.3.1.3.1 OR CAT. II IF GREATER THAN 9 S.F. AS PER FBC-2010 RESIDENTIAL R4410.2.3.1.3.2 (IMPACT RESISTANT HAS NO RELEVANCE TO SAFETY GLASS) 2) WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200 AS PER FBC-2010 RESIDENTIAL R302.9.1 AND A SMOKE—DEVELOPED INDEX NOT GREATER THAN 450 AS PER FBC-2010 RESIDENTIAL R302.9.2 3) SHOWER AND BATHTUB SHALL HAVE NON—ABSORBENT FLOOR AND WALL FINISH UP TO 72" HEIGHT AS PER FOC -2010 RESIDENTIAL R307.2 4) CERAMIC TILE WALL FINISH IN TUB AND SHOWER AREAS SHALL HAVE CEMENT FIBER OR GLASS MAT BACKING BOARD AS PER FBC-2010 RESIDENTIAL R702.4.2 PROPOSED NEW 8" CBS BLOCK WALL PROPOSED NEW DOUBLE FRENCH DOOR W/ SIDED LIVING \ NEW SANITARY REPLACING EXISTING NEW LAVATORY & CABINET BEDROOM 3 REPLACING EXISTING NEW SHOWER REPLACING EXISTING PROPOSED NEW WOOD PARTITION PROPOSED NEW WOOD PARTITION -------------------- ------------N"------- FAMILY PROPOSED NEW WOOD PARTITION r � BATH 2 O / � J � I HALL I I I W.I.C. I I J i NEW BATHTUB REPLACING EXISTING O MASTER BATH MASTER BEDROOM NEW LAVATORY & CABINET REPLACING EXISTING NEW SANITARY REPLACING EXISTING PROPOSED FLOOR PLAN SCALE: 1/4"- 1'-0" $5 REBAR DOWELED INTO TIE BEAM BELOW, USE YAR. CONCRETE 150 BIT & EPDXY HILTI VALENT nacNtN rn TIE BEAM OR APPROVED EQUIVALENT, MIN. 6" EMBEDMENT INTO TIE BEAM (TYPICAL) CONTRACTOR TO PROVIDE FILLED CELL #3 REBAR DOWELED 0 24" O.C. INTO GROUTED CELL USE 5/8" BIT & EPDXY HILTI HY-150 OR APPROVED EQUIVALENT, MIN. 6" EMBEDMENT (TYPICAL) #5 REBAR DOWELED INTO TIE BEAM BELOW, USE 3/4" BIT & EPDXY HILT] HY-150 OR APPROVED EQUIVALENT, MIN. 6" EMBEDMENT INTO BEAM (TYPICAL) BEDROOM 2 Ill I TYPICAL CLOSING DOOR OPENING DETAIL PROPOSED BATHROOM FIXTURES SPACED AS PER F.B.C.2010 R307.1 LAVATORY O I /4-7" 1'"e 1 � I W.C. 21 - - --- a in i /SHOWER )CK WALL STING SS •000 r d • 0 INTERIOR REMODELING DRAWING: 0600 ...... 150 N.E. 109th STREET • • Eml - • tjeee 000000 ••••6• • •• • •00.0• FOUR "ol 6666if 6666 • • •006 6666• ••0.0• • • 6666• 6666•• • • •0.00• BEDROOM 2 Ill I TYPICAL CLOSING DOOR OPENING DETAIL PROPOSED BATHROOM FIXTURES SPACED AS PER F.B.C.2010 R307.1 LAVATORY O I /4-7" 1'"e 1 � I W.C. 21 - - --- a in i /SHOWER )CK WALL STING SS CLIENT INFORMATION: APC ENGINEERING ENTERPRISES, INC 2150 WEST 1 Oth AVENUE •000 r d • 0 INTERIOR REMODELING DRAWING: 0600 ...... 150 N.E. 109th STREET • • MIAMI SHORES, FL 33167 • tjeee 000000 ••••6• • •• • •00.0• 6666if 6666 • • •006 6666• ••0.0• • • 6666• 6666•• • • •0.00• 0006 • ••00• •0.00• f• • 6666• •• •• • •• 6666•• •.%OOR PLAN, • • • • • • •6000• SECTIONS, AND s • f • • • •••• CLIENT INFORMATION: APC ENGINEERING ENTERPRISES, INC 2150 WEST 1 Oth AVENUE OROJECT r d INTERIOR REMODELING DRAWING: A-2 150 N.E. 109th STREET • • MIAMI SHORES, FL 33167 CLIENT INFORMATION: APC ENGINEERING ENTERPRISES, INC 2150 WEST 1 Oth AVENUE D alT BY: I aI ' PRWECT* 14 -DD -22 HIALEAH, FL 33010 SCALE: AS NOTED DRAWING: A-2 i • • • • • PEIj $ 07 • tjeee 000000 6666•• • • • 6666if 6666 • • •006 6666• 6666 • • 6666• 6666•• • • • • so 6666 : fP••RQPOStsoa0 • •.%OOR PLAN, DETAILS, SECTIONS, AND NOTES D alT BY: I aI ' PRWECT* 14 -DD -22 CED BY SCALE: AS NOTED DRAWING: A-2 WATER NOTES 1. COORDINATE THE WORK OF THIS TRADE WITH ALL OTHER TRADES 2. ALL WATER PIPING (Cold & Hot) SHALL BE COPPER. 3. IN GENERAL ALL WORK OF THIS TRADE MUST COMPLY WTH THE 2010 FLORIDA BUILDING CODE AND ALL OTHER CODES IN EFFECT. 4. VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. 5. PROVIDE NR CHAMBERS FOR ALL WATER SUPPLIES FEEDING FIXTURES 6. ALL HOSE BIBS SHALL HAVE VACCUM BREAKERS AND SHUT OFF VALVE. 7. PROVIDE INDIVIDUAL SHUT OFF VALVES ON WATER PIPING TO EACH GROUP OF FIXTURES. 8. INSULATE HOT & COLD WATER CONNECTIONS AT WATER HEATERS AS PER FLORIDA ENERGY CODE I SYMBOL LEGEND I ( FVJ�ll LAVATORY (LAV.) FV--) L tJ WATER CLOSET (W.C.) Lj— COLD WATER (C.W.) HOT WATER (H.W.) PLUMBING SYSTEM GENERAL NOTES STATEMENT OF PITCH �k PROVIDE 1/4' MIN. PITCH FOR ALL SANITARY PIPING (HORIZONTAL) PROVIDE UNIFORM PITCH FOR ALL SANITARY SYSTEM PIPING OUT TO PUBLIC SEWER PIPING OF THE BUILDING DRAIN, BUILDING SEWER, FIXTURE DRAINS & BRANCH DRAIN PIPING. * LLP.V LINEN. PLACFOOTED UNDER FLOOR SLAB TO BE 2- MIN. P.V.C. SCHEDULE 40 TO PITCH k ALL MATERIALS AND FIXTURES USED AS WELL AS INSTALLATION MUST COMPLY WITH THE FLORIDA BUILDING CODE PLUMBING. :k PROVIDE STOP VALVE RATED 125 PRI AT WATER SERVICE ENTRANCE LOCATION. �k PROVIDE NR CHAMBER. AT ALL WATER PIPING SERVING PLUMBING FIXTURES. k CLEAN OUT NOTE : PROVIDE CLEANOUT AT BASE OF ALL VENT STACKS SAME SIZE AND MATERIAL AS STACKS. PIPE 0. D. & PITCH MAX. If FU �k ALL 1-1/2.0 ( 1/4.OUN.FT.MIN.) 3 F.U. k ALL 2'0 ( 1/4'6UN.FT.MIN.) 21 F.U. k ALL 3.0 ( 1/4'/UN.FT.M(N.) 42 F.U. * ALL 4'0 ( 1/4'/UN.FT.M(N.) 216 F.U. 3/ 4" PRE55. AW I$AT'fR01' TEMP. RELEF VN,VE. j Cat? WATER r" �(C.W.) 3/k', WATER HTR.5MC'5 - — 3/4" M55. AD TEMP. PROJECTS: AIR GAP RELEF UNE. 960iwCE TO 5fORPfk :60 GAL. SCALE: FLOOR OR fO AN I' Cf WT 5.53 WA5T RECEPTPae. E If K 9m : 72 LTH 915Cwap f0 OI1f5m RECOVERY: 22 CPN PROVVC AN AR GAP FIf1NG. EF. 0.90 E Cf. I a WATER -EAASR PAN. MAN VALVE ( ELEVVT; c H05E CON EC ChV _j FIN, FL. WAV WAV C'IT'ING PlACAMM (NM N.f.5. _+1 mammG Ems Approved — ��.T Disapproved natv�. PROJECT INTERIOR REMODELING 150 N.E. 109th STREET MIAMI SHORES, FL 33167 CLIENT INFORMATION: APC ENGINEERING ENTERPRISES, INC 2150 WEST 10th AVENUE HIALEAH,FL 33010 ISSUE DATE PERMIT SET 09-13-14 PROPOSED PLUMBING PLAN AND NOTES ORAVkN BY: PROJECTS: .... ...... CHECKED BY: SCALE: DO AS NOTED PROJECT INTERIOR REMODELING 150 N.E. 109th STREET MIAMI SHORES, FL 33167 CLIENT INFORMATION: APC ENGINEERING ENTERPRISES, INC 2150 WEST 10th AVENUE HIALEAH,FL 33010 ISSUE DATE PERMIT SET 09-13-14 PROPOSED PLUMBING PLAN AND NOTES DRAWING P-1 ORAVkN BY: PROJECTS: AD 14 -DD -22 CHECKED BY: SCALE: DO AS NOTED DRAWING P-1 SANITARY NOTES 1. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH SOIL AND WASTE PIPE TO BE SAME SIZE AS THE WASTE VENT; 2. MINIMUM PITCH OF ALL HORIZONTAL BRANCHES AND SEWER LINES SHALL BE 1/8' PER LINEAL FOOT; 3. COORDINATE THE WORK OF THIS TRADE NTH ALL OTHER TRADES; 4. IN NERAL ALL WORK OF THIS TRADE MUST COMPLY MATH THE 2010 FLORIDA BUILDING CODE AND ALL OTHER CODES IN EFFECT; S. VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT; 8. ALL OUTSIDE CLEANOUTS SHALL BE BROUGHT TO GRADE PATH COVER; 7. ALL SOL, WASTE, VENT, AND RAIN WATER PIPING SHALL BE PVC SCHED. 40; 8. TOILET ROOMS FLOOR & BASE TO BE IMPERVIOUS MATERIAL. I SYMBOL LEGEND I nLAVATORY (LAV.) n Ii )/ WATER CLOSET (W.C.) G) DENOTES FIXTURE COUNT -0-- CLEAN OUT (C.O.) VfR VENT THRU ROOF SEWER UNE FIXTURE SCHEDULE M Of WANA a oxnua Fo(m FD=LW5 MRKe%?E LAV. LAVAIM 1 1-1/4" %V. : 9Y6N7;R 2 1-1/2" 5AN. WATER O-05ff 3 3" 5h\K : 5W 2 1-1/2 �1 PLIMPIGPLms Approved roved Date Disapp • s • s • •1 • • •'b•• • 0 •• •• 000.00 r s e a • • ••1f 000.0• f •� o f•e• • •fs••s s • • • • f 9.11 • e a1.1• 0000 r • s• • ess•s• a • • • • 0000•• ss•e•• 1 ♦ • • a • 0000 PROJECT INTERIOR REMODELING 150 N.E. 109th STREET MIAMI SHORES, FL 33187 CLIENT INFORMATION: APC ENGINEERING ENTERPRISES, INC 2150 WEST 10th AVENUE HIALEAH, FL 33010 ISSUE DATE PERMIT SET 09-03-14 REVISION & 09-13-14 PROPOSED PLUMBING PLAN AND NOTES DRAWN BY: AD PROJECTM 14 -DD -22 CHECKED BY: SCALE: DO AS NOTED DRAWING P-2 INTERIOR I EXTERIOR FANE;I. 200 A (EXISTING) MAIN SERVICE BREAKER 200 AMPS (EXISTING) (2) 82/0 CU + (1) 81/0 CU. III--- BOND TO GROUND IN 2" CONDUIT / C.W. PIPE (SERVICE 200 AMPS) �{ (EXISTING) / -u (NEW) EL. CTC?ICAL 5YMf a L96ENP (EVSTM) RECE55EI9 H-HAf LVW j" l A 4 INCANDESCENT uarc �"° Q WALL MTP. INCANPE5CENT L16K W.R. MAT-" RE95fANT 6 PEPICATEP RECEPTACLE LOCATIONMODIFICA: INSIDE TWO POLE RE9F`0 I.F 5wfO-ER OLnET lll� EVMSf FAN MOTOR DJ 1215CONMCT 5WfCH W.P. WATER PROOF GFI QROW FAULT INTERRMR JO JUNCTION DOX 0 ELECTRIC PANEL 30 TELEPHOKE OUTI-ET ® 5PECx U5E CUTLET Q RECEIVED H-HAr CLD. FIXTI&E ® T.V. ANTENA ( CATV) OIILET ® CAR90N MONOXIDE ANP 5MOKE RANGE/OVEN DETECTOR, HARD We P,13AfTERY DALKUP, INTERCONNECTEP. (COM) " 5WTCH ( TWO FaE ) L TO F.P.L. OVERHEAD (EXISTING) (3) 84/0 AL -CU IN 2" CONDUIT ® (SERVICE 200 AMPS) (EXISTING) ELECTRIC METER (EXISTING) GROUND: `� �/ �� r%G eG°e 184 CU. -GR. WIRE W/ (1) 5/6" 0 X 6 FT. (E)aSTING) lzr C. -I ')LAe RISER DIAGRAM NOT TO SCALE ----------- - — -- TYPE: LOAD CENTER (EVSTM) 23500WATTS ......... _...----- - ----- ENCLOSURE: METAL TOTAL LOAD EXCLUDWGA10: 57,000 WATTS PANEL "A11 BUS MAINS: 200 AMPS N.LO/240 PROVIDE OCPP FOR PANEL FU5E5 ANP CIRCUIT MAKER5 A5 PER NEM:47,000 W = 40% - 18,800 W LOCATIONMODIFICA: INSIDE AIC RATING: 10,000 - T 0 T A L : 36,275 WATTS FED FROM: METER CENTER ......................................_-.____................__........._...._....,............................ AMPS POLES = PROVIDE 200 AMP SERVICE (EXISTING) REKANCB CKT CKT _....._.___...._...._...._ ABAAW6 I...... TOTAL : � POLf9� AI ............................4......0 2 VA S/7E STlf i _ __... q ...._._.. . ............. 4,500 1/2" 10 WATER HEATER 3 4 DRYER BtTE 877E VA .............. ..... 10 2 - 30 ?............ ..._..............._-_..._....__._�_........_._......E......_..... [ �I1/2"I5.0001 ..............o..............1_....... .......... .............. _.........2 ......§ ......................... f.. c.vv. 3/4-1 6 ......._..............................� AHU-1 }--s- (-8- RANGE/OVEN i 6 j 3/4" ;12,000' 2 (NEW) SPRINKLER PUMP � ;' I I ...J.'.`...� C/U-1 0 F.P.L. METER (E)- F.P.L. E)-F.P.L. MAIN SERVICE OVERHEAD TO F.P.L. TRANSF. DINING AN22 (N) -------------- -- A17 GFCI T (E19 KITCHEN E A15 GFCI f �l�i BEDROOM 3 (N)® (E) (E) 1,412 W.P. A13 W.R. (E) A25 PORCH 91 W.R. A4WBATH GFCI - GFCI A25 WP 6W.R. Ayg I FOYER O A U. --_--_-- A14 E) T1 A5,7 HALL (E) ® (N) A20 LIVING I (E) W.I.C. A20 I (E) (N) Al2 A24 - (E)' A13 (E) BEDROOM 2 A10 A(E) Zc --- - - - - MASTER (E) (N)O AE4 A ---------- --- --- BATH O(E) (E) MASTER (E) (N ��\ BEDROOM ( - Ata --- '- ` A14 A14 (E) .W. . _ 200 AMPS (E) NEW PANEL AA1,3 �E) a 8 iFi 3 A20 A24 IN) FAMILY (E) ° ) WASE) NO POINT ALONG COUNTER TO BE MORE THAN A((N) I �A2.4 cbA'6 a (E) a FEET FROM G.F.I PROTECTED RECEPTACLE. GFCI ___._ A24 PUT DMI RECEPTACLE UNDER SINK. -' °O �3 ALL FIXED APPLIANCES ON DEDICATED CKTS. II \\ �E)- IN P. W.R. Azo A25 BEDROOM 4 NOTA -I: PROMM ARG -FAULT CIRCUIT INTEMPlER PROTECTION FALL 129 VOLT, WA\k� CIRCUIT5. haLVING TN05E FOR 5MOK,F PETECTORS, LJOK5, WALL A/C UNIT5, FAN5 AND eCEPTALI.E5 OLITI-ETS. THI5 AM95 fO ALL ARFA5 EXCEPT KIf0fN5. 6A11VOOM5, GAM5, ANP 0=095. A5 PER N.E.C. 20-12 NOTA -2; PROVIDE TNAPER-RE5I5fw RECEPTPO.E IN 2aLLIN6 LNWf5, ALL 15 & 20 AMP. 125 Var. RECEPTALLE5 5HOLL 6E 1,15TEP A5 fWIER RE515fANT, A5 PER N.E.C. 4C6-11 A24 W.P. W.R. \ A75 �L�Cft ICAL NOT�5; BATHROOM RECEPTACLE ON 20 AMP CKT AND G.F.1 PROTECTED ADD SMOKE/CARBON MONOXIDE DETECTORS. •••:•• 0000•• ANY AND ALL CLOTH AND RUBBER •••. INSULATED CONDUCTORS TO BE REPLACED. •....• 0000•• PROPOSED FLOOR PLAN ELECTRICAL Phi•• SCALE: 1/4'= V-0" • • • 1) ALL PANEL DRANCH CRC. COWXfOR5 60 AMP5 OR LE55 fO 4) f - _ 23500WATTS ......... _...----- - 33,500 WATrS. TOTAL LOAD EXCLUDWGA10: 57,000 WATTS LOCATE GTI, 5MALL APPLIANCE atILET512" MN. TO 18" MAX. ADOVE • LOADCALCUALTIONS: FIN151 COLNTER fOP 1.t 10,000 IN = 100% - 10,000 W PROVIDE OCPP FOR PANEL FU5E5 ANP CIRCUIT MAKER5 A5 PER NEM:47,000 W = 40% - 18,800 W NAME PLATE RATING OF WNTNT. HEAnNG 11,500 W = 65% - 7,475 W - T 0 T A L : 36,275 WATTS - 36,275 WATTS / 240 VOLT - 151.2 AMPS = PROVIDE 200 AMP SERVICE (EXISTING) +' FEEDER (2) #2/0 THW. CU. + (1) #1/0 THIN. CU. IN 2" DALY. CONDUIT (EXISTING) 0 F.P.L. METER (E)- F.P.L. E)-F.P.L. MAIN SERVICE OVERHEAD TO F.P.L. TRANSF. DINING AN22 (N) -------------- -- A17 GFCI T (E19 KITCHEN E A15 GFCI f �l�i BEDROOM 3 (N)® (E) (E) 1,412 W.P. A13 W.R. (E) A25 PORCH 91 W.R. A4WBATH GFCI - GFCI A25 WP 6W.R. Ayg I FOYER O A U. --_--_-- A14 E) T1 A5,7 HALL (E) ® (N) A20 LIVING I (E) W.I.C. A20 I (E) (N) Al2 A24 - (E)' A13 (E) BEDROOM 2 A10 A(E) Zc --- - - - - MASTER (E) (N)O AE4 A ---------- --- --- BATH O(E) (E) MASTER (E) (N ��\ BEDROOM ( - Ata --- '- ` A14 A14 (E) .W. . _ 200 AMPS (E) NEW PANEL AA1,3 �E) a 8 iFi 3 A20 A24 IN) FAMILY (E) ° ) WASE) NO POINT ALONG COUNTER TO BE MORE THAN A((N) I �A2.4 cbA'6 a (E) a FEET FROM G.F.I PROTECTED RECEPTACLE. GFCI ___._ A24 PUT DMI RECEPTACLE UNDER SINK. -' °O �3 ALL FIXED APPLIANCES ON DEDICATED CKTS. II \\ �E)- IN P. W.R. Azo A25 BEDROOM 4 NOTA -I: PROMM ARG -FAULT CIRCUIT INTEMPlER PROTECTION FALL 129 VOLT, WA\k� CIRCUIT5. haLVING TN05E FOR 5MOK,F PETECTORS, LJOK5, WALL A/C UNIT5, FAN5 AND eCEPTALI.E5 OLITI-ETS. THI5 AM95 fO ALL ARFA5 EXCEPT KIf0fN5. 6A11VOOM5, GAM5, ANP 0=095. A5 PER N.E.C. 20-12 NOTA -2; PROVIDE TNAPER-RE5I5fw RECEPTPO.E IN 2aLLIN6 LNWf5, ALL 15 & 20 AMP. 125 Var. RECEPTALLE5 5HOLL 6E 1,15TEP A5 fWIER RE515fANT, A5 PER N.E.C. 4C6-11 A24 W.P. W.R. \ A75 �L�Cft ICAL NOT�5; BATHROOM RECEPTACLE ON 20 AMP CKT AND G.F.1 PROTECTED ADD SMOKE/CARBON MONOXIDE DETECTORS. •••:•• 0000•• ANY AND ALL CLOTH AND RUBBER •••. INSULATED CONDUCTORS TO BE REPLACED. •....• 0000•• PROPOSED FLOOR PLAN ELECTRICAL Phi•• SCALE: 1/4'= V-0" • • • 1) ALL PANEL DRANCH CRC. COWXfOR5 60 AMP5 OR LE55 fO 4) UWERGROUNP ELECTRICAL CONDUIT5 fO It SEPARATED A MN. OF It COPPER OR COPPER CLAD ALUM. ( NO ALUM. ALLCIM12 ) 10'-0" MIN. HORIZONTAL FROM MR MA7E5. 2) PLL 5EVCE ANO PANEL EQUIPMENT, FU%5 OR T3R MR5 fO 9) LOCATE GTI, 5MALL APPLIANCE atILET512" MN. TO 18" MAX. ADOVE M RATED Ar 10.000 AIC.: CARE LENGTHS >70'-O" 5EE SHORT CIRC. FIN151 COLNTER fOP 22.000 A1C.: CVLE LEN6TH5 , 70'-O" CPLUATION5 6) PROVIDE OCPP FOR PANEL FU5E5 ANP CIRCUIT MAKER5 A5 PER 3) Al WNCH CIROA ALUM. WIRE SHALL PE 1ERMMATEP OR 5PLICEP NAME PLATE RATING OF WNTNT. WITH COAMRE551ON TME FIrlWh. 5CREW TYPE Of ANY KINV 15 PROHM12. •0•• • • 0000 • • • •• • • 0.0000 • s• • • 0000•• • •00• • •00• • • • 0000•• 0000•• • s • • • • • 0000•• 0000•• PROJECT INTERIOR REMODELING 150 N.E. 109th STREET MIAMI SHORES, FL 33167 CLIENT INFORMATION: APC ENGINEERING ENTERPRISES, INC 2150 WEST 10th AVENUE HIALEAH,FL 33010 ISOUE DATE• PERMIT SET •0•/�•} • .... ...... 0000 • • • • • 0000• .... ...... • 0000•• ------ 0 ;PROPOSED000••• 'ELECTRICAL PLAN, RISER, AND NOTES DRAWN BY: PROJECTS: AD 14 -DD -22 CHECKED BY: SCALE DO AS NOTED DRAWING: E-1 0000 PRO.IECT9: PE fFIET ame-f�l• •0•• 0000• • 0000 • • • • •••• • • •• • 0000•• BEDROOM 3 III 0000•• • •0000• • e i 1D"x4" i 06.90 •• • 0000• • • 0 • • • •0•••• :606:6 _``J \ •••• • s • •••• 0000•• PORCH BATH 2 - ------------_- J • 0000•• v ��� O � 0000 • • � \� 0000 FOYER A. U. • • • • • • DINING • • • • EXISTING DUCT I 10"X4" • • a: • • • • TO'X4' LIVING BEDROOM 2 • • 12'x4' � ® 10"X4" 0"x4" n VJTC14EN ------------------ TH oa MASTER BEDROOM a^xa' 4 rl I g 7H 3 ILO FAMILY 1 1 0"x4" 0000•• BEDROOM 4 • •••• 0000 ••••r• v EXISTING MECHANICAL PLAN - SCALE: 1/4"- 1'-0" 0000 PRO.IECT9: PE fFIET ame-f�l• •0•• 0000• • 0000 • • • • •••• • • •• • 0000•• •• •+ 0000•• • •0000• • e • 06.90 •• • 0000• • • 0 • • • •0•••• :606:6 0000•• •••• • s • •••• PROJECT INTERIOR REMODELING 150 N.E. 109th STREET MIAMI SHORES, FL 33167 CLIENT INFORMATION: APC ENGINEERING ENTERPRISES, INC 2150 WEST 1 Oth AVENUE HIALEAH, FL 33010 ISSITE•D•A% PRO.IECT9: PE fFIET ame-f�l• • •• • 0000 0000•• • • • •••• • • 0000 0000• •• •+ .0000• • • e 0000•• 0000 0000•• • • • •: • EXISTING MECHANICAL PLAN DRANM BV: PRO.IECT9: AD 14 -DD -22 CHECKED BY: SCALE: DO AS NOTED DRAWNG: M-1 • BEDROOM 3 BATH 2 2"@ 1/41�1—,- \ Fz�� i FOYER NEW 2"0 DINING VENT 2 HAUL \J 3"@I/4" •� 3"@I/a" LIVING \ BEDROOM 2 1 1 1 Q I I W.I.C. I DW NEW 2"0. VENT NEW 2"0 •�•__.a"@I/8" A.A.V.ILA - -----------L ------- FA— I 1-1/2 --_ KITCH EN 8,,@1/41,MASTER LAV. ` BEDROOM BATH FAMILY •�- o? 5 " NEW C.O. RYER ATH 3 •�___.a"@I/8" NEW 2"0 --4-- ----- VENT . • • NEW 2"0 \ 000:00 VENT •466•♦ 0000 •00• ••••6• 90 9•• BEDROOM 4 000 • • 0•• • 96.90• •009.0 •••9•• ••• • ••0000 PROPOSED SANITARY PLAN 00;000 0; SCALE: 1/4"= 1'-0" 0000•• • • • • • 0 •• • SANITARY NOTES 1. A CLEANOUT SHALL BE PROVIDED AT THE SYMBOL LEGEND BASE OF EACH SOIL AND WASTE PIPE TO BE SAME SIZE AS THE WASTE VENT; 2 MINIMUM PITCH OF ALL HORIZONTAL BRANCHES AND SEWER LINES SHALL BE LAVATORY (LAV.) FIXTURE SCHEDULE 1/8" PER LINEAL FOOT 3. COORDINATE THE WORK OF THIS TRADE WITH rI ,-� rrrTw� ALL OTHER TRADES; Q 7 WATER CLOSET (W.C.) TRS wanes usrz Faruk 50 4. IN GENERAL ALL WORK OF THIS TRADE MUST L LAV. LAVAt0kY 1 1.1/4" WITH THEL FLORIDA CODE COMPLY AND ALL OTHEROCODES IN EEFFECT;G Q DENOTES FIXTURE COUNT 51,17. : Sml? 2 1-1/2" 5. VERIFY ALL EXISTING CONDITIONS BEFORE 5AN. : WK RCI,055 f 3 3" COMMENCING WORK AND REPORT ANY CLEAN OUT (C.O.) 51W 5N: 2 DISCREPANCIES TO THE ARCHITECT V VENT THRU ROOF \`\l 8. ALL OUTSIDE CLEANOUTS SHALL BE BROUGHT TO GRADE WITH COYER; SEWER UNE 7. ALL SOU„ WASTE, VENT, AND RAIN WATER PIPING SHALL BE PVC SCHED. 40; 8. TOILET ROOMS FLOOR 8c BASE TO BE IMPERVIOUS MATERIAL PROJECT INTERIOR REMODELING 150 N.E. 109th STREET M"%WORES, FL 33167 Novos CUENT INFORMA*RSA a • •A4i'��NGINEER1�Oa • • • • ENTERPRISES, WC • 2 5ST 10th AWN" • • • L V, FL 33610 • ••• IWP A G ••i�9••6 • •f •i 0000 0000•• 0000 ••6!•• ••6• 4000• • • • 9600•• • • • •!•9•• ,.:,PROPOSED 6 PLUMBING PLAN AND NOTES DRAWING: P-2 DRAWN BV: PROJECT tY: AD 14 DD -22 CHECKED BY: BCALE: DD AS NOTED DRAWING: P-2