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RC-14-1758 (2)BUILDING PERMIT APPLICATION Miami Shores Village�� Building Department SEP 2 014 m 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 L'4_ NSPECTION LINE PHONE NUMBER: (305) 762-4949 F -BC. 20 LO Master Permit No. Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFINGREVISION ❑ EXTENSION ❑ RENEWAL r_1 PLUMBING ❑ MECHANICAL E] PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 45-6 Nb /6?S4, City: Miami Shores County: Miami Dade Zip: i Folio/Parcel#: Is the Building Historically Designated: Yes NO - Occupancy Type: Load: Construction Type: ird'Vrr' t Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): n/YA'4 y „'–ojyes7 j44eN ?S Phone#: Address: 10-00_ AhW 77 a city: M ta. l( L 4 ce.c State: irI zip: 3 Sa /�0 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: yPhone#: Address: lit Db to l 0'AVY— ti City: 41 r* A I eqA State: FL Zip: c; /b Qualifier Name: _'ba1(ld zA9 l., Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: Value of Work for this Permit: $ /J//t Square/Linear Footage of Work: State: Zip: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace "❑ Demolition Description of Work: dr-&• l ^4 S74�e l .•�lr2 •�$Tu-F L_ of C4 C* • S Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee Structural Reviews (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 14 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 installation 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..... OWNER'S 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 YOURLENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value. eliceeding $2500; the,applicant must promise in good faith, that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the retarded notice of commencement must'be posted of th6 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. d t Signature • Signature u OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged.beforeFmet his �,�//__ day of o , 20 byI /day of Z 3 t , 20 by 1(�(G(//Qrd #64� , who is rsonall kno to v «i' � I Af who ip sonally kn to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: �Tti Print: Print: SAPoO'r ;'0tAER0 ' ( Notary Publi Seal: T- St]te of Florida p _ -r v N"r' ,c - State or Florida Seal: "^i rte.pd�l}' xl• C;. Mrri SANDY q0 u �y� ° � 0 � f•Y P-ublia �da fb >C�rtirasra9ri'@8* ***wax °r EE 116040 xPr# Jul 26, 2095 Commission # Co mission # EE 116040 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) tl 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 -A/A-2- DINING ---------------- KITCHEN Z WALL ``�y�•rr,,V I'S�S NG r NEW STOVE/OVEN I REPLACING EXISTING NEW CONCRETE STAIR SEE TYPICAL STAIR SECTION -B/A-2- NEW PANEL A` 200 AMPS (E) 13 DRYER WASHER -' o0 \ • PROPOSED NEW 2'-10°x6'-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 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 \ \ NEW SANITARY REPLACING EXISTING NEW LAVATORY & CABINET BEDROOM 3 REPLACING EXISTING NEW BATHTUB ROPOSED NEW 8" REPLACINGEXISTING CBS BLOCK WALL I PROPOSED NEW WOOD PARTITION \ PORCH ---- --- ------ CL �� BATH 2 O PROPOSED NEW FOYER DOUBLE FRENCH DOOR W/ SIDEUTES UMNG PROPOSED NEW WOOD PARTITION -------------------- ------------ 2 -------- FAMILY HALL I 17111111� I I I W.I.C. I I � i NEW SHOWER 10 REPLACING EXISTING MASTER BATH MASTER LL BEDROOM NEW LAVATORY &CABINET 0 REPLACING EXISTING PROPOSED NEW NEW SANITARY WOOD PARTITION REPLACING EXISTING SEE TYPICAL 2 REINFORCE CELLS $5 REBAR DOWELED INTO TIE BEAM BELOW, USE 3/4" VAR• CONCRETE BIT & EPDXY HILTI HY-150 TIE BEAM OR APPROVED EQUIVALENT, nocuiun m MIN. 6" EMBEDMENT INTO TIE BEAM (TYPICAL) CONTRACTOR TO PROVIDE FILLED CELL 83 REBAR DOWELED 0 24° O.C. INTO GROUTED CELL USE 5/8° BIT & EPDXY HILTI HY-150 OR APPROVED EQUIVALENT, MIN. 6" EMBEDMENT (TYPICAL) Q5 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 � I TYPICAL CLOSING DOOR OPENING DETAIL SCAM' 3/9'= V -0 - DETAIL ON THIS SHEET PROPOSED FLOOR PLAN SCALE: 1/4"- 1'-0" 1lilianmd Shores Village 70VED ®Y ®ATE INN DEPT 3 DEPT DWI C1 B T TO COMPLIANCE {MTH ALL FE E AND COI INTY RLILES-AND RE UL.ATIONS TYPICAL EXISTING CMU REINFORCEMENT (PLAN) \. SCALE: 1/2'= V -O' _ - EwsnNc corvcRETE TIE BEAM TO REMAI (1)B5 DOWELS USE 3/4" BIT & EPDXY HILTI HY-150 OR APPROVED EQUIVALENT. MIN. 6" EMBEDMENT PROPOSED EXTERIOR 8" CMU WALLL i IO F.F.E. FQUND' -l' NOT SHOWN SPLICE 36" MIN. (TYPICAL) FOR CLARITY TYPICAL REINFORCED CELLS DETAIL SCALE: 1/2"- 1'-0' PROPOSED CONCRETE 'n I�II_IIL=„ILL II , III 6°X6" -1.4x1.4 WIRE MESH PROPOSED T. W/ #3 STIRRUPS ® e' O.C. PROPOSED HELL COMPACTED FILL - PROPOSED BATHROOM FIXTURES SPACED AS PER F.B.C.2010 R307.1 LAVATORY ff I � �4•_7° r W.C. Lm LMU Engineering, LLC 19489 SW 2nd STREET PEMBROKE PINES, FL 33028 T.305.804.8819 F.954.447.5162 DCK %No v xv c.v.� p •••• 0, WALL ``�y�•rr,,V I'S�S NG A �O •. • i tf, r V i �v i1' • • '0 : W r • Z • � G r 40 Y • 10 • t - fh o o WMEAMN CONCRETE STEPS PROPOSED °10 - CONCRETE I SLAB " o d d BEDROOM 2 � I TYPICAL CLOSING DOOR OPENING DETAIL SCAM' 3/9'= V -0 - DETAIL ON THIS SHEET PROPOSED FLOOR PLAN SCALE: 1/4"- 1'-0" 1lilianmd Shores Village 70VED ®Y ®ATE INN DEPT 3 DEPT DWI C1 B T TO COMPLIANCE {MTH ALL FE E AND COI INTY RLILES-AND RE UL.ATIONS TYPICAL EXISTING CMU REINFORCEMENT (PLAN) \. SCALE: 1/2'= V -O' _ - EwsnNc corvcRETE TIE BEAM TO REMAI (1)B5 DOWELS USE 3/4" BIT & EPDXY HILTI HY-150 OR APPROVED EQUIVALENT. MIN. 6" EMBEDMENT PROPOSED EXTERIOR 8" CMU WALLL i IO F.F.E. FQUND' -l' NOT SHOWN SPLICE 36" MIN. (TYPICAL) FOR CLARITY TYPICAL REINFORCED CELLS DETAIL SCALE: 1/2"- 1'-0' PROPOSED CONCRETE 'n I�II_IIL=„ILL II , III 6°X6" -1.4x1.4 WIRE MESH PROPOSED T. W/ #3 STIRRUPS ® e' O.C. PROPOSED HELL COMPACTED FILL - PROPOSED BATHROOM FIXTURES SPACED AS PER F.B.C.2010 R307.1 LAVATORY ff I � �4•_7° r W.C. Lm LMU Engineering, LLC 19489 SW 2nd STREET PEMBROKE PINES, FL 33028 T.305.804.8819 F.954.447.5162 DCK %No v xv c.v.� p •••• 0, WALL ``�y�•rr,,V I'S�S NG A �O •. • i tf, r V i �v i1' • • '0 : W r • Z • � G r 40 Y • 10 • t - fh o o PROPOSED 31500 PSI EXISTING 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 NG APPROVED EQUIVALENT •q m e I. I III II I I l I I F I I=I II-IFrIIII II1— 1I I ' PROPOSED 85 0 8. O.C. ANCHOR SACK TO EXISTING CONCRETE F '_ AT EACH END PROPOSED 84 0 12. O.C. TOP AND BOTTOM PROPOSED 3.500 PSI CONCRETE STEPS 0 2._9. TYPICAL STAIR SECTION p - SCALE: N.T.S. \ I - LUIS M. ULLOA, P.E. CMLISTRUCTURAL ENGINEER STATE OF FLORIDA UCA 63909 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 07-25-14 REVISION 1S 0"3-14 REVISION 09-13-14 REVISION & 09-20-14 PROPOSED FLOOR PLAN, DETAILS, SECTIONS, AND NOTES DRAWN BY: I'MECT 6 AD 14 -DD -22 CHECKED BY: SCALE DD AS NOTM DRAYONG A-2 PROPOSED 6" PROPOSED (1)83 AT 11' i1' EMBEDMENT USING 3/4.0 BIT AND USE EACH NOSING EPDXY Hun HY-150 PROPOSED 31500 PSI CONCRETE STEPS PROPOSED °10 - CONCRETE I SLAB " o d d u d. ad r -F i i1 -I PROPOSED WELL. COMPACTED FILL PROPOSED 85 ®12° O.G ' 6'X6' -1.4x1.4 PROPOSID 85 ®8' O.C. ANCHORED BACK "MESH TO EXISTING OONCRETE BLOCK WALL TYPICAL STAIR SECTION "B" SCALE: 1"=1'-0"_ \ I - LUIS M. ULLOA, P.E. CMLISTRUCTURAL ENGINEER STATE OF FLORIDA UCA 63909 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 07-25-14 REVISION 1S 0"3-14 REVISION 09-13-14 REVISION & 09-20-14 PROPOSED FLOOR PLAN, DETAILS, SECTIONS, AND NOTES DRAWN BY: I'MECT 6 AD 14 -DD -22 CHECKED BY: SCALE DD AS NOTM DRAYONG A-2