Loading...
PL-14-828 revisioniami Shores Village I !ilding Department 010 .E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FEB 1,1, 2015 FBC 2010 65ILDING Master Permit No. ?_CI y — &E8 PERMIT APPLICATION Sub Permit, o.Z1_—V-4- u28 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL QPLUMBING ❑ Ib1ECHANICAL ❑'PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1165 NE 91 Ter. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Chris & Kimberly Carver Phone#: Address: 1165 NE 91stTer. City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: City: one#: Qualifier Name: one#:fit° State Certification or Registration #: S�Ci Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 0 Square/Linear Footage of Work: 300 sgft Type of Work: ❑ Addition A Alteration ❑ New ❑ Repair/Replace I--] Demolition Description of Work: Revised Plumbing Layout Specify color of color thru tile: Submittal Fee $ Permit Fee $ �`�` CCF $ CO/CC $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ _ TOTAL FEE NOW DUE $ UUINIDOW SCHEDULE VICTOR J. BRUCE MARK STYLE WINDOW SIZE MASONRY OPENING PRESSURES NOTES WIDTH HEIGHT WIDTH HEIGHT ZONE POSITIVE NEGATIVE 101 24 SH 3'-9 1/2" 4'-2 5/8" Y-10 1/2" 4'-2 5/6' 4 52.1 -51.5 SEE NOTE 4 102 24 SH 3'-9 1/2" 4'-2 5/S" 3'-10 1/2" 4'-2 5/8" 4 52.1 -51.5 SEE NOTE 4 103 23 SH 3'-1" 3'-2 1/4' 3'-2' 3'-2 1/4' 5 53.9 -15.4 SEE NOTE 4 104 23 SH 3'-1" 3'-2 1/4' Y-2' Y-2 1/4" 4 53.9 -59.3 SEE NOTE 5 W A I L LEGEND NEW DRYWALL PARTITION EXISTING WALL EXISTING WOOD FRAME BEARING WALL NEW DRYWALL CEILING RETROFIT FILL CELL W/ #5, (SEE FLOOR PLAN FOR DOOR 4 WINDOW NOTES: AMOUNT): DRILL �" EPDXY 1, ALL ASSEMBLIES TO BE IMPACT -RESISTANT AS PER MIAMI-DADE N.O.A. 05x3'=0° DOWELS IN EXIST. (G.C. TO SUPPLY ALL N.O.A. INFORMATION IN HARD -COPY), TYP. CONC. STRUCTURE TOP 4 2, CODE INFORMATION, TYP: BOTT. (SEE DET. SHEET FBC 2010 A=3) ASCE 1-10 V=115 MPH (FOR MIAMI-DADE COUNTY) EXPOSURE C NEW FILL CELL W/ 05, (SEE CATEGORY II FLOOR PLAN FOR 3, FROSTED GLASS, COORDINATE WITH CLIENT BEFORE ORDERING WIDOWS, 4. EXISTING ASSEMBLY RELOCATED IN NEW MASONRY OPENING (PERMIT 4 N.O.A. DOCUMENTS FOR INSTALLATION OF EXISTING WINDOWS 4 DOORS FOUND IN MIAMI SHORES BUILDING LOCATION): DRILL 6" DEPARTMENT). SEE DETAIL FOR MA50NRY OPENING SHEET A-3 EPDXY #5X3'-0" DOWELS IN 5. NEW IMPACT WINDOW ASSEMBLY TO MATCH RELOCATED WINDOW IN MODIFIED MASONRY OPENING, SEE DETAIL FOR MASONRY OPENING SHEET A-3 EXIST. CONC. STRUCTURE 2b EGRE55 2a 1� MASTER BEDROOM 2a lm EXISTING FLR. ELEV. ELEV. 0 7 7 28 F FAMILY oL EXISTING FLR. ELEV. ELEV. -6' 14'-32' 15 104 EQ. LIVING EXISTIW FL R. EL E� ELEV. 0 T-7, TOP & BOTT. (SEE DET. SHEET A-3) INTERIOR DOOR SCHEDULE ® 2'=6"x6'=a" SOLID CORE WOOD DOOR © 2'-6"x6'-0" LOUVERED WOOD POCKET DOOR © (2) 2'-(o"x(o'-8" LOUVERED WOOD DOOR © (2) SOLID CORE WOOD DOOR ® (2) 3'-O"x(o'=8" WOOD BI -FOLD DOOR COORDINATE W/ OWNER FOR DOOR STYLES 4 HARDWARE TYPE, STYLE, & COLOR. INSTALLATION BY G.G. / = 25 � 19 BATH 2 ' -- O M cel x A, , AI" - .I-4 , - 2 - - °LW- 3� � OC FIAN I FOYER BEDROOM 2 2fd v CLO. ____1 L" F_ BEDROOM 3 BATH 3 0 CONSTRUCTION NOTES - FLOOR PLANS O1/2" GYP BOARD OVER 2x4 WD. OR 3-5/8" MTL. STUDS 0 I(o" O.C. 1 a SAME AS NOTE 1 $ W/ MOISTURE RESISTANT GYP. IN ALL WET WALLS 4 CE EN I ITIOUS BOARD ON ALL TILED AREAS. COORDINATE WITH OWNER FOR LOCATIONS O1/2" GYP, BOARD OVER P.T. WD. STRIPS 9 24" O.G. 2a SAME AS NOTE 2 $ W/ R=5.0 RIGID INSULATION 2b SAME AS NOTE 2 $ W/ R-5.0 RIGID INSULATION $ MOISTURE I RESISTANT GYP. IN ALL WET WALLS 4 CEMENTITIOUS BOARD ON ALL TILED AREAS. COORDINATE WITH OWNER FOR LOCATIONS I OEXISTING 4" MASONRY LOAD-BEARING WALL SUPPORTING EXISTING BOTTOM WOOD CEILING RAFTERS ON EXISTING STEM WALL - FOUNDATION, SEE STRUCTURAL DWGS. S-1 $ 5-2 FOR RETROFIT DETAILS 4 4 5 NEW NON LOAD-BEARING WALL W/ 1/2" GYP. BOARD OVER 2x4 I 0 WOOD STUDS '@ 16„ O.C. RUNNING ABOVE EXISTING STEM WALL I FOUNDATION, SEE 2/4-1 (2) 2x8 WOOD HEADER TO MATCH LOCATION OF DEMOLISHED PORTION OF RETAINING WALL, SEE DETAIL 8/A-4 OEXISTING TO REMAIN OFILL OPENING W/ 8" CONCRETE MASONRY BLOCK & FILLED CELLS, SEE DETAIL 144-4 9 REPLACE EXISTING SKYLIGHTS W/ NEW PLYWOOD SHEATHING I 0 NAILED TO EXISTING WOOD ROOF RAFTERS, TYPICAL ALL I SKYLIGHTS (GENERAL CONTRACTOR TO COORDINATE DEMOLITION W/ INSTALLATION OF NEW ROOF). NEW 5/a" CEILING DRYWALL TO BE INSTALLED OVER lx FURRING STRIPS @ 16" O.G. W/ R-19 ROOF INSULATION 10 RELOCATED IMPACT RESISTANT ASSEMBLY W/ MIAMI=DADE N.O.A. 11 WOOD CASINGS, TRIMS, $ 4" WALL BASE INCLUDED IN BID LU 12 PATCH ALL DAMAGED WALLS AS A RESULT OF NEW WORK, TYPICAD 13 NEW PLUMBING FIXTURES TO COMPLY W/ MIAMI=DADE ORDINANCELU I E=31 EFFICIENCY CODE 4 BATF TILES, COORDINATE WITH OWNER D_ FOR SELECTIONS 14 , 15 16 NEW MASONRY OPENING O 17 RELOCATED WASHER $ DRYER I 1 a UPPER $ LOWER CABINETS, COORDINATE W/ OWNER I 19 ELECTRICAL METER $ NEW UNDERGROUND SERVICE 20 NEW LOCATION FOR NEW ELECTRICAL PANEL 21 SELF=FURRING MTL. LATH COLUMN W/ SMOOTH PLASTER PAINT FINISH COVERING EXISTING STRUCTURAL COLUMN, WIDTH TO MATCH WIDTH OF CONCRETE BEAM ABOVE 22 NEW MASONRY BLOCK PLANTER ON TOP OF EXISTING CONCRETE STEPS, PROVIDE DRAINAGE WEEP HOLES @(�2-4` HIGHHIGHE FLAGED 5 rtWCE.6T-)G i /' GEf IEHTIT-IGH6 24 NEW AIR HANDLER 25 NEW CONDENSER UNIT ON STAND SET ABOVE FLOOD ELEVATION 26 NEW SILL WALL IN MASONRY OPENING. SEE NOTE I FOR WALL TYPE COORDINATE W/ CABINET HEIGHT 4/0R BAR COUNTER 27 28 EXISTING CUBAN TILE FLOOR TO BE PROTECTED THROUGHOUT PROJECT 29 %` GYP. BD. OVER 3=5/S" MTL. STUDS OR 2x4 STUDS 0 l�," O.C.. (ALL CEILINGS TO BE FINISHED SMOOTH, TYP.) SNEW 24x3(o ATTIC ACCESS 31 APPLY FROSTED FILM TO GLAZING OF EXISTING WINDOW, COORDINATE W/ OWNER FOR OPACITY 32 COLUMNS W/ a" SMOOTH STUCCO OVER SELF -FURRING MTL. LATH MTL. CORNER BEADS PROPERTY LINE EXISTING DECK c �- 1 15TING SI LE -FAMILY ONE-STOR OUSE W/ 2,280 S. . AA26001388 VICTOR J. BRUCE AR -0017103 370 N. E. 101stStreet Miami Shores, Florida 33138 82 (o 2 fax: 1-877-408-8280 Iemail: vbruce@ai-associates.net IAll 2'-0' 6' herein, as instruments of service, shall remain the property of AI -associates, & shall not be reproduced or copied, in whole or in part, without the expressed written consent of AI -associates, & may not be used or referenced for any other project. Information contained herein represents I proprietary information of AI -associates &/or its client & shall not be disclosed to others. Those who use these ti I— @ I / \ I OVEN EXISTING FLR. ELEV. Client Approval: I have reviewed these plans & have been given the opportunity to ask questions HERS Q 29 ..�. requirements. I understand r LIA ZIadditional WINE 29 COOLER µ service with oL ELEV. 0 potential impact on ® LIA I scheduling. o ❑ accepted ❑ accepted as noted signature: date: 2a� _ 1 � _ _ :.. L ND A ® o _ N C24 DINING 14'-32' 15 104 EQ. LIVING EXISTIW FL R. EL E� ELEV. 0 T-7, TOP & BOTT. (SEE DET. SHEET A-3) INTERIOR DOOR SCHEDULE ® 2'=6"x6'=a" SOLID CORE WOOD DOOR © 2'-6"x6'-0" LOUVERED WOOD POCKET DOOR © (2) 2'-(o"x(o'-8" LOUVERED WOOD DOOR © (2) SOLID CORE WOOD DOOR ® (2) 3'-O"x(o'=8" WOOD BI -FOLD DOOR COORDINATE W/ OWNER FOR DOOR STYLES 4 HARDWARE TYPE, STYLE, & COLOR. INSTALLATION BY G.G. / = 25 � 19 BATH 2 ' -- O M cel x A, , AI" - .I-4 , - 2 - - °LW- 3� � OC FIAN I FOYER BEDROOM 2 2fd v CLO. ____1 L" F_ BEDROOM 3 BATH 3 0 CONSTRUCTION NOTES - FLOOR PLANS O1/2" GYP BOARD OVER 2x4 WD. OR 3-5/8" MTL. STUDS 0 I(o" O.C. 1 a SAME AS NOTE 1 $ W/ MOISTURE RESISTANT GYP. IN ALL WET WALLS 4 CE EN I ITIOUS BOARD ON ALL TILED AREAS. COORDINATE WITH OWNER FOR LOCATIONS O1/2" GYP, BOARD OVER P.T. WD. STRIPS 9 24" O.G. 2a SAME AS NOTE 2 $ W/ R=5.0 RIGID INSULATION 2b SAME AS NOTE 2 $ W/ R-5.0 RIGID INSULATION $ MOISTURE I RESISTANT GYP. IN ALL WET WALLS 4 CEMENTITIOUS BOARD ON ALL TILED AREAS. COORDINATE WITH OWNER FOR LOCATIONS I OEXISTING 4" MASONRY LOAD-BEARING WALL SUPPORTING EXISTING BOTTOM WOOD CEILING RAFTERS ON EXISTING STEM WALL - FOUNDATION, SEE STRUCTURAL DWGS. S-1 $ 5-2 FOR RETROFIT DETAILS 4 4 5 NEW NON LOAD-BEARING WALL W/ 1/2" GYP. BOARD OVER 2x4 I 0 WOOD STUDS '@ 16„ O.C. RUNNING ABOVE EXISTING STEM WALL I FOUNDATION, SEE 2/4-1 (2) 2x8 WOOD HEADER TO MATCH LOCATION OF DEMOLISHED PORTION OF RETAINING WALL, SEE DETAIL 8/A-4 OEXISTING TO REMAIN OFILL OPENING W/ 8" CONCRETE MASONRY BLOCK & FILLED CELLS, SEE DETAIL 144-4 9 REPLACE EXISTING SKYLIGHTS W/ NEW PLYWOOD SHEATHING I 0 NAILED TO EXISTING WOOD ROOF RAFTERS, TYPICAL ALL I SKYLIGHTS (GENERAL CONTRACTOR TO COORDINATE DEMOLITION W/ INSTALLATION OF NEW ROOF). NEW 5/a" CEILING DRYWALL TO BE INSTALLED OVER lx FURRING STRIPS @ 16" O.G. W/ R-19 ROOF INSULATION 10 RELOCATED IMPACT RESISTANT ASSEMBLY W/ MIAMI=DADE N.O.A. 11 WOOD CASINGS, TRIMS, $ 4" WALL BASE INCLUDED IN BID LU 12 PATCH ALL DAMAGED WALLS AS A RESULT OF NEW WORK, TYPICAD 13 NEW PLUMBING FIXTURES TO COMPLY W/ MIAMI=DADE ORDINANCELU I E=31 EFFICIENCY CODE 4 BATF TILES, COORDINATE WITH OWNER D_ FOR SELECTIONS 14 , 15 16 NEW MASONRY OPENING O 17 RELOCATED WASHER $ DRYER I 1 a UPPER $ LOWER CABINETS, COORDINATE W/ OWNER I 19 ELECTRICAL METER $ NEW UNDERGROUND SERVICE 20 NEW LOCATION FOR NEW ELECTRICAL PANEL 21 SELF=FURRING MTL. LATH COLUMN W/ SMOOTH PLASTER PAINT FINISH COVERING EXISTING STRUCTURAL COLUMN, WIDTH TO MATCH WIDTH OF CONCRETE BEAM ABOVE 22 NEW MASONRY BLOCK PLANTER ON TOP OF EXISTING CONCRETE STEPS, PROVIDE DRAINAGE WEEP HOLES @(�2-4` HIGHHIGHE FLAGED 5 rtWCE.6T-)G i /' GEf IEHTIT-IGH6 24 NEW AIR HANDLER 25 NEW CONDENSER UNIT ON STAND SET ABOVE FLOOD ELEVATION 26 NEW SILL WALL IN MASONRY OPENING. SEE NOTE I FOR WALL TYPE COORDINATE W/ CABINET HEIGHT 4/0R BAR COUNTER 27 28 EXISTING CUBAN TILE FLOOR TO BE PROTECTED THROUGHOUT PROJECT 29 %` GYP. BD. OVER 3=5/S" MTL. STUDS OR 2x4 STUDS 0 l�," O.C.. (ALL CEILINGS TO BE FINISHED SMOOTH, TYP.) SNEW 24x3(o ATTIC ACCESS 31 APPLY FROSTED FILM TO GLAZING OF EXISTING WINDOW, COORDINATE W/ OWNER FOR OPACITY 32 COLUMNS W/ a" SMOOTH STUCCO OVER SELF -FURRING MTL. LATH MTL. CORNER BEADS PROPERTY LINE EXISTING DECK c �- 1 15TING SI LE -FAMILY ONE-STOR OUSE W/ 2,280 S. . AA26001388 8 Flumbing � 02-02-15 Chan es -- 3 -- - - --- —_ _ — -- Client 7 �' 07-07-14 Changes- Bld 2 04-30-14 EXISTING TRENCH -- Comments ZL SEPTIC SYSTEM 5 Comments 01-22-14 - - -- - (225 5Q. FT.) 4 Permit Set 12-18-13 MIN. 3 Bid Set 07-10-13 2 MEP Backgrnd. 05 17-13 EZ Z �I 1' A rov'd Design 05-09-1 EXISTING PP g 3 — Issue Description Date DRIVEWAY MIN. Z ZI EXISTING 900 Project Name GAL. SEPTIC TANK Carver Residence- Interior T PROPER Y LINE renovations� EXISTING ONSITE -SEWAGE 1165 NE 91st SYSTEM INSTALLED IN 2013. Terrrace PERMIT NO.: API119028 MiamrSnares,'FL PARKWAY- -- e _ 33138,-' 1 DA E Project NuMer,, , 0162-Cts'',ve't Drawing Tills I Site�plan,`f�&0 IANCE WITH ALL FEDERAL Van, ---- -- R! !I .FS ANO RFM-ATIONS n o 5 — — NE 915t TERRACERIECRI _ _ ., • � ,�>.,�. Sheet number: VA'' M 1A C71 SITE FLAN I SCALE: 114"=1'-V A-2 VICTOR J. BRUCE AR -0017103 370 N. E. 101stStreet Miami Shores, Florida 33138 tel: 305-310-5030 fax: 1-877-408-8280 Iemail: vbruce@ai-associates.net IAll drawings & written material herein, as instruments of service, shall remain the property of AI -associates, & shall not be reproduced or copied, in whole or in part, without the expressed written consent of AI -associates, & may not be used or referenced for any other project. Information contained herein represents I proprietary information of AI -associates &/or its client & shall not be disclosed to others. Those who use these I documents do so in confidence. Client Approval: I have reviewed these plans & have been given the opportunity to ask questions about them prior to issue. These plans conform to our requirements. I understand that any modifications to LIA ZIadditional these plans will be an service with potential impact on construction cost & LIA I scheduling. o ❑ accepted ❑ accepted as noted signature: date: 8 Flumbing � 02-02-15 Chan es -- 3 -- - - --- —_ _ — -- Client 7 �' 07-07-14 Changes- Bld 2 04-30-14 EXISTING TRENCH -- Comments ZL SEPTIC SYSTEM 5 Comments 01-22-14 - - -- - (225 5Q. FT.) 4 Permit Set 12-18-13 MIN. 3 Bid Set 07-10-13 2 MEP Backgrnd. 05 17-13 EZ Z �I 1' A rov'd Design 05-09-1 EXISTING PP g 3 — Issue Description Date DRIVEWAY MIN. Z ZI EXISTING 900 Project Name GAL. SEPTIC TANK Carver Residence- Interior T PROPER Y LINE renovations� EXISTING ONSITE -SEWAGE 1165 NE 91st SYSTEM INSTALLED IN 2013. Terrrace PERMIT NO.: API119028 MiamrSnares,'FL PARKWAY- -- e _ 33138,-' 1 DA E Project NuMer,, , 0162-Cts'',ve't Drawing Tills I Site�plan,`f�&0 IANCE WITH ALL FEDERAL Van, ---- -- R! !I .FS ANO RFM-ATIONS n o 5 — — NE 915t TERRACERIECRI _ _ ., • � ,�>.,�. Sheet number: VA'' M 1A C71 SITE FLAN I SCALE: 114"=1'-V A-2