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1771 Beach Ave 2013 interior renovation and enclosure upgrades i I 1 e I 1 t I l I I 4 II i I j TRAGER RESIDENCE First Floor Interior Renovation 'ROW= nd Exterior Enclosure Upgr des at E St Side II 1771 Beach Beach I , PERMIT DOCUMENTS I � I a May I . ♦, iy µ 1 1 R I I O I ARCHITECT VIA Concepts, LLC C�tyan Atlantic Beach plan ning Department royal verifies compliance with applicable 1807 Third Street North This app and other l�cui land zoning, subdivision but does not constitute development regulations, ermits. Compliance issuance of p licable for the her app Jacksonville Beach FL 32250 approval Ccee and all o t with Florida Bui►ding ermitting requirements local, State and Pere nature of the City of Atlantic FL N0. AA26001354 Beacb Suilildln9 Offices prior to the iss`uann�cQe�of a guiiding Permit. I/ , Approved By: Y t ctor I Date: FILE copy ; REVIEWED FOR CODF cOMPL CITY OF ATTIC REACH CE SEE PERMITS FOR"EDITION QUTA;I;MENfS A;IsV1EWED B AND CONDITIONS. Y; DATE: 7-=�� ABBREVIATIONS LEGEND MATERIALS SYMBOLS LEGENDINDEX DRAWING TRAGER ABBREVIATIONS WHEN USED IN COMPOSITION MAY INCLUDE PERIODS FOR CLARIFICATION SHEET NUMBER BUILDING SECTION TARGETS PARTITION TARGETS SHT. # SHEET TITLE ISSUE DATE REV # REV. DATE ' I SECTION DESIGNATION Ag ANCHOR BOLT E EAST M METER T TREAD COMPACTED SOIL PLYWOOD A - 100 RESIDENCE ACOUS ACOUSTICAL EA EACH MACH MACHINE T/ TOP OF5 5 1 1 G-000 COVER SHEET - - ACT ACOUSTICAL CEILING TILE EL ELEVATION MAINT MAINTENANCE T&B TOP & BOTTOM / AD AREA DRAIN ELAS ELASTOMERIC MAS MASONRY T&G TONGUE & GROOVE SHEET NUMBER A4.33 G-001 INDEX / GENERAL NOTES ABBREVIATIONS & CODE DATA RENOVATION ADH ADHESIVE ELEC ELECTRICAL MATL MATERIAL T.BD. TACK BOARD G-002 SPECIFICATIONS - - ADJ ADJUSTABLE ELEV ELEVATOR MAX MAXIMUM TEL TELEPHONE G-003 SPECIFICATIONS - - AFF ABOVE FINISHED FLOOR EMER EMERGENCY M.BD. MARKER BOARD TEMP TEMPORARY DISCIPLINE LETTER DRAWING REVISION AGG AGGREGATE ENCL ENCLOSURE MCB METAL CORNER BEAD THK THICK UNDISTURBED SOIL PARTICLE BOARD Fi rst Floor U pg ra d e s A/C AIR CONDITIONING ENGR ENGINEER MECH MECHANICAL T ALUM ALUMINUM ENT ENTRANCE MEMB MEMBRANE TLTAS LIGHT ROOM NAMES AND NUMBERS REVISION NUMBER ALT ALTERNATE EJ EXPANSION JOINT MEZZ MEZZANINE TOPO TOPOGRAPHY 5 \ ARCHITECTURAL ANOD ANODIZED EO ELECTRIC OUTLET MFR MANUFACTURER THERMOSTAT STAT. 5 l ANCH ANCHOR E. PNL. ELECTRICAL PANEL MH MANHOLE T. OFFICE - ROOM NAMEA4.33 D-200 FIRST FLOOR DEMOLITION PLAN - - ANNUNC ANNUNCIATOR EQ EQUAL MIN MINIMUM 1V TELEVISION CLIENT AP ACCESS PANEL EQUIP EQUIPMENT MISC MISCELLANEOUS TYP TYPICAL OOO - ROOM NUMBER TRTD TREATED SAND GYPSUM WALLBOARD4 APPROX APPROXIMATE EWC ELECTRIC WATER COOLER MM MILLIMETER QQ SF - AREA SHEET NUMBER A-100 PROPOSED ARCHITECTURAL SITE PLAN - - ARCH ARCHITECTURAL EXC EXCAVATION M.O. MASONRY OPENING TERR TERRAllO OCUPANCY A-150 PROPOSED FOUNDATION PLAN & SECTION _ _ Mr. Mitch and Mrs. Bethz� Trager ASPH ASPHALT EXH EXHAUST MOV MOVABLE Q� WALL SECTION TARGETS ASST ASSISTANT EXIST EXISTING MTD MOUNTED UC UNDER CABINET QQ - FINISH SECTION DESIGNATION FENCING (WITH POSTS A-200 PROPOSED FIRST FLOOR PLAN & WALL TYPES - - 1771 Beach Avenue AUTO AUTOMATIC EXP EXPANSION MTG MOUNTING UCL UNDER CABINET LIGHT A-250 PROPOSED FIRST FLOOR REFLECTED CEILING PLAN AND DETAILS - - Atlantic Beach, FL 32233 EXPO EXPOSED MTL METAL UNEXC UNEXCAVATED EXT EXTERIOR MUL MULLION UNF UNFINISHED NORTH ARROW 4 A-300 PROPOSED EXTERIOR ELEVATIONS - - B/ BOTTOM OF MDF MEDIUM DENSITY U.N.O. UNLESS NOTED OTHERWISE BITUMINOUS PAVING WATERPROOFING 4 4.33 A-301 INTERIOR ELEVATIONS - - BB BASEBOARD F/ FACE OF FIBERBOARD UR URINAL _ _ BD BOARD FA FIRE ALARM UR UTILITY ARCHITECT A-400 BUILDING SECTIONS BITUM BITUMINOUS FB. FABRIC N NORTH SHEET NUMBER FLOOR SINK A-500 SECTIONS AND DETAILS - I- BLDG BUILDING F.C. FOOT CONTROL N.I.C. NOT IN CONTRACT VAC VACUUM A-800 SCHEDULES, DOOR/FRAME, AND WINDOW TYPES BLK BLOCK FD FLOOR DRAIN NO NUMBER VB VINYL BASE VIA Concepts, LLC BLKG BLOCKING FDN FOUNDATION NOM NOMINAL VCT VINYL COMPOSITION TILE NORTH F.S. BM BEAM FE FIRE EXTINGUISHER N.T.S. NOT TO SCALE VENT VENTILATION 1 1:1 AP-100 PLUMBING DIAGRAM & PLUMBING PLAN _ _ 1807 Third Street North BMK. BENCH MARK FEC FIRE EXTINGUISHER CABINET VERT VERTICAL CONCRETE RIGID INSULATION DETAIL SECTION TARGETS Jacksonville Beach, FL 32250 BOT BOTTOM FFL FINISHED FLOOR LEVEL QA OVERALL VEST VESTIBULE GRAPHIC SCALE FLOOR DRAIN BR BRICK FHC FIRE HOSE CABINET OC ON CENTER V.I.F. VERIFY IN FIELD SECTION DESIGNATION AA26001354 BRG BEARING FHVC FIRE HOSE VALVE CABINET VOL VOLUME BSMT BASEMENT O.D. OUTSIDE DIAMETER 0 8 4' 2ro B.T.B. BACK TO BACK FHMS FLAT HEAD MACHINE SCREW OFD OVERFLOW DRAIN VINYL TILE 4 F.D. B.U.R. BUILT-UP ROOFING FHR FIRE HOSE RACK OFF OFFICE VWC VINYL WALL COVERING 4 A6.33 FIN FINISH OH OVERHEAD OVERFLOW DRAIN AND ROOF DRAIN FIXT FIXTURE OPNG OPENING W WEST TERRAZZO BATT INSULATION CAB CABINET FL FLOOR OPP OPPOSITE W/ WITH CB CATCH BASIN FLEX FLEXIBLE OPP. H. OPPOSITE HAND W/0 WITHOUT SCALE: 1/4" = 1'-0" SHEET NUMBER C.BD. CHALK BOARD FLUOR FLUORESCENT WB WOOD BASE CEM CEMENT FPRF FIREPROOF WC WATER CLOSET PARTIAL PLAN AND DETAIL TARGETS OVERFLOW DRAIN CEMPLAS CEMENT PLASTER FRTW FIRE RETARDANT PA PUBLIC ADDRESS WD WOOD COLUMN SYMBOLS & CG CORNER GUARD TREATED WOOD PAV PAVING WF WIDE FLANGE PLAN OR DETAIL ROOF DRAIN CIRC CIRCULATION FT FOOT (FEET) PC PRE-CAST W.H. WATER HEATER CENTER LINES DESIGNATION CK CORK F.T.F. FACE TO FACE PF PANEL FABRIC WI WROUGHT IRON CUT STONE CARPETING SHOWER HEAD CK, BD. CORK BOARD FTG FOOTING PL PLATE WIN WINDOW CL CENTER LINE F.T.R. FIN TUBE RADIATION P. LAM. PLASTIC LAMINATE WM WIRE MESH 4 4 CLR CLEAR FURN FURNISH PLAS PLASTER WP WORK POINT 0 CLG CEILING FUR FURRING PLMB PLUMBING WPFG WATERPROOFING -21 -21 CLO CLOSET FUT FUTURE PLYWD PLYWOOD WAINSCOT CM CENTIMETER PT PAINT QCT WEIGHT A i' �� i' �� FIRE HOSE CABINET CMT CERAMIC TILE PNL PANEL WWF WELDED WIRE FABRIC ( (RECESSED AND SURFACE MOUNTED) CMTB CERAMIC TILE BASE GA GAUGE POL POLISHED CMU CONCRETE MASONRY UNIT GALV GALVANIZED POS POINT OF SALE CONCRETEMONSOONS RESILIENT FLOORING (� � � FHC GEN GENERAL PR PAIR YD YARD MASONRY UNIT EXISTING COLUMNS \_-_� \_-_� FHC CO CLEANOUT GFRC GLASS FIBER COL COLUMN PRJ PROJECT SHEET NUMBER REINFORCED CONCRETE PROP PROPERTY ZN. ZINC. 1-A STARTS AT UPPER FIRE EXTINGUISHER CABINET coNc CONCRETE GFRG GLASS FIBER EXTERIOR ELEVATION TARGETS CONF CONFERENCE REINFORCED GYPSUM PSF POUNDS PER SQUARE TOOT ) PSI POUNDS PER SQUARE INCH RIGHT CORNER (RECESSED AND SURFACE MOUNTED CONN CONNECTION GL GLASS LETTERS = HORIZONTAL ELEVATION CONST CONSTRUCTION PTD PAINTED SYMBOLS DESIGNATION FEC FEC GND GROUND PTN PARTITION NUMBERS = VERTICAL CONT CONTINUOUS GPLAS GYPSUM PLASTER P.T.S. PNEUMATIC TUBE STATION STRUCTURAL CLAY PLASTIC LAMINATE CONTR CONTRACTOR GR GRADE TILE UNIT MASONRY COORD COORDINATE GT GREASE TRAP & AND 4 CORR CORRIDOR GWB GYPSUM BOARD QT QUARRY TILE _< ANGLE 4 -43 WALL-MOUNTED FIRE EXTINGUISHER CPT CARPET QTY QUANTITY • CJ CONTROL JOINT ® AT FE CTR CENTER HB HOSE BIBB R RISER X BY (LOWERCASE) 1 SHEET NUMBER ROOF TOP UNIT CTSK COUNTERSUNK HC HOLLOW CORE RECEP RECEPTION -C CENTER LINE CCN CLOSED CIRCUIT TELEVISION HDWD HARDWOOD REINF REINFORCING [ CHANNEL STEEL LEAD-LINED REFER TO MECHANICAL FOR TYPE CU CUBIC HDW HARDWARE R/W RIGHT-OF-WAY - - - - - - GYPSUM WALLBOARD DEGREE CUST CUSTODIAN HM HOLLOW METAL RAD RADIUS DIAMETER INTERIOR ELEVATION TARGETS RTU-1 CW COLD WATER H.O. HOLD OPEN RB RUBBER BASE HORIZ HORIZONTAL REFLECTED CEILING PLAN -d DOUBLE ANGLE RCP HEXAGONAL LABELS 4 D.BD. DISPLAY BOARD HP HIGH POINT ROOF DRAIN # NUMBER ELEVATION RD REPRESENT NEW COLUMNS DBL DOUBLE HR HOUR RH RIGHT HAND -P PLATE DESIGNATION DEG DEGREE HT HEIGHT REC RECESSED t PLUS OR MINUS ALUMINUM GLAZING 1-A STARTS AT UPPER 3 A-Sot 1 DEMO DEMOLISH HTG HEATING REF REFERENCE SQUARE FEET RIGHT CORNER DEPT DEPARTMENT HVAC HEATING, VENTILATING, REFR REFRIGERATOR 2 DF DRINKING FOUNTAIN AIR CONDITIONING REINF REINFORCED LETTERS - HORIZONTAL SHEET NUMBER DIA DIAMETER HW HOT WATER REQD REQUIRED NUMBERS = VERTICAL DIAG DIAGONAL HYD HYDRANT RESIL RESILIENT DIFF DIFFUSER REV REVISION DIM DIMENSION RFG ROOFING I.D. INSIDE DIAMETER DISP DISPENSER IN INCH(ES) RM ROOM DIVISION ORNAMENTAL METAL ACOUSTICAL CEILING DOOR NUMBERS DIV INCAND INCANDESCENT R.O. ROUGH OPENING D.J. DEFLECTION JOINT INCL INCLUDE(D) BOARD LOCATOR DN DOWN INSUL INSULATION VERTICAL ELEVATION Q D.O. DOOR OPENING INT INTERIOR S SOUTH D.P. DOOPPROOFING INTERM INTERMEDIATE SAN SANITARY LEVEL 1 m DR DOOR INV. EL. INVERT ELEVATION SC SOLID CORE "� DOWNSPOUT - DS SCHED SCHEDULE EL. O O DTL DETAIL CONTINUOUS WOOD SEALANT AND SD SOAP DISPENSER D.W. DISTILLED WATER ELEVATION JAN JANITOR TION FRAMING BACKER ROD SPOT SECT SEC ; DWG DRAWING EQUIPMENT DESIGNATION JC JANITORS CLOSET SECUR SECURITY DWT DUMBWAITER JT JOINT SF SQUARE FOOT (FEET) LEVEL 2 ,vry GT STRUCTURAL GLAZED TILESHELVES KD KNOCK DOWN SHR SHOWER (SHELF) 46450A SH rzy, s ,l KO KNOCK OUT SHT. SHEET �R F <.:.:::..:....:....�,.,. SPRAY-ON j ».:. � KIT KITCHEN WOOD BLOCKING SIM. SIMILAR K.S. KNEE SPACE FIREPROOFING SK. SINK sP STANDPIPE EXISTING ELEVATION ::' ' 7 r SPEC SPECIFICATION 'z .. SEL 1 L LEVELLEVE LAB LABORATORY SPKR SPEAKER TOILET ACCESSORY SYMBOL LAQ LACQUER SQ SQUARE EL. 10 -0 ;I r y S.SK SERVICE SINK c63 .. LAM LAMINATE(D) LAUN LAUNDRY S.ST. STAINLESS STEEL LAV LAVATORY ST STAIN FINISH WOODWORK MATCH LINE s POUND(S) STA STATION LBO MATCH LINE LF LINEAR FOOT STO STONE �� - LH LEFT HAND STC SOUND TRANSMISSION CLASS SEE SHEET A2.10 WINDOW TYPE SYMBOLS y, LKR LOCKER STD STANDARD LP LOW POINT STL STEEL SHEET NUMBER ON s-<r k' g WINDOW TYPE s,z STOR STORAGE NO. REVISION ISSUE DATE LIGHT LT. WT. LIGHWEIGHT STRUCT STRUCTURAL WHICH CONTIUNATION W1 j ,, G ,: SUSP SUSPENDED IS FOUND SV SHEET VINYL EXTERIOR WINDOW TYPE swBD SWITCHBOARD PROPERTY LINE SYM SYMMETRICAL S C SPEAKER/CLOCK PANEL _ _ FRAME TYPE a is _ :. �� s„., INDEX WO • rh :xT 1 GLASS TYPE u INTERIOR WINDOW TYPE G E N E R A L N 0 TE S GENERAL NOTES BUILDING CODE CLASSIFICATIONS ABBREVIATIONS 4 I PROJECT NOTES & CODE DAT A 2012 LIFE SAFETY CODE,NFPA 101 2010 FLORIDA BUILDING CODE 1. THIS IS AN INTERIOR RENOVATION UPGRADE PROJECT AT THE GROUND 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT 2. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE PROCEEDING WITH 4. REFER TO CERTIFIED MECHANICAL AND ELECTRICAL CONTRACTOR S DRAWINGS 7. WHETHER OR NOT EXPLICITLY INDICATED, ALL GLAZING SHALL BE SAFETY GENERAL CODES AND ORDINANCES: LEVEL ONLY. THE ONLY EXTERIOR COMPONENT IS TO REPLACE CURRENT ENCLOSURE OF WALLS IN THE SPACE. THE WORK. THE ARCHITECT SHALL BE NOTIFIED OF ANY CORRECTION. AND MANUFACTURER 5 TEMPLATE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL GLAZEQ WHEN WITHIN 18" (450MM) OF THE FLOOR OR WITHIN 3'-0" (900MM) EXISTING BUILDING EXISTING BUILDING EQUIPMENT SUPPORTS, BOLT SETTING TEMPLATES, ISOLATIONS, SPRING ISOLATION, HORIZ AL DISTANCE FROM ANY DOOR. A CERTIFICATE MUST ACCOMPANY ALL CONSTRUCTION CONSTRUCTION AT THE VERY EASTERN END OF THE GROUND LEVEL SUNROOM. ALSO A NEW A. FLORIDA BUILDING CODE - RESIDENTIAL, 2010 EDITION CONCRETE SLAB TO REPLACE THE EXISTING DEFLECTED WOOD FRAME FLOOR AT 4. CONTRACTOR SHALL FAMILIARIZED HIMSELF WITH THE EXISTING STRUCTURE 3. DOOR OPENINGS ARE GENERALLY DIMENSIONED TO CENTERLINE OF OPENING. ETC., NOT SHOWN ON THE DRAWINGS. GLAZING PRODUCTS STATING THAT THE PRODUCTS CONFORM WITH APPUCABLE GRADE LEVEL THE CURRENT STRUCTURE REMAINS AS IS WHERE IS. TO ENSURE THAT THE DEMOLITION OF EXISTING INTERIOR WALLS WILL NOT AFFECT DOOR OPENINGS THAT ARE NOT DIMENSIONALLY LOCATED ARE TO BE CENTERED CONSUMER PRODUCT SAFETY STANDARDS. WITH SUPPLEMENTS ANY OF THE EXISTING AREA STRUCTURALLY PRIOR TO DEMOLISHING. BETWEEN WALLS OR POSITIONED WITH ONE JAMB AGAINST AN ADJACENT WALL OR 5. FIRE DAMPERS SHALL BE PROVIDED AS SHOWN AND WHEREVER AIR DUCTS PRINCIPAL EXISTING SINGLE FAMILY SINGLE FAMILY OCCUPANCY SINGLE FAMILY B. NATIONAL ELECTRICAL CODE, 2011 EDITION 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACTOR SHALL CONTACT THE DESIGN PROFESSIONAL IF HE OR SHE HAS COLUMN AS SHOWN ON THE PLANS AND/OR DETERMINED FOR THE DETAILS. PENETRATE FIRE-RATED WALLS OR CEILINGS. FIRE DAMPERS SHALL BE FIRE 8. ALL EXTERIOR HANDRAILS AND EXTERIOR EXPOSED METAL SHALL BE RESIDENCE RESIDENTIAL RESIDENTIAL THE APPLICABLE CODES. ENGINEERING SHALL CONFORM WITH ALL APPLICABLE ANY QUESTIONS OR CONCERNS ON ANY OF THE DEMOLITIONS ITEMS SHOWN ON DEPARTMENT LISTED AND APPROVED. GALVANIZED AND PAINTED UNLESS NOTED OTHERWISE. CLASSIFICATION RESIDENTIAL MUNICIPAL, STATE AND FEDERAL REGULATIONS HAVING JURISDICTION INCLUDING THE DOCUMENTS. 4. WHEN UNDIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR R-3 C. STANDARD PLUMBING CODE, 2006 EDITION ACCESSIBILITY STANDARDS AND ADA REQUIREMENTS. OPENINGS, THE DOOR WIDTH AND DOOR FRAME DETAILS DETERMINE THE LOCATION 9. ALL MECHANICAL AND ELECTRICAL EQUIPMENT, LOUVERS, EXPOSED PIPING, TYPE OF 5. DO NOT SCALE THE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO OF ADJACENT WALLS AND FRAMES. IV. MISCELLANEOUS NOTES CONDUITS, ETC. SHALL BE FINISHED WITH INDUSTRIAL ENAMEL PAINT AND COLOR CONSTRUCTION TYPE V-8 TYPE v-B D. LIFE SAFETY CODE (NEPA 101) 2012 EDITION SCALE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE CODED AND/OR AS DIRECTED. P P Non-S nnklered Non-S nnklered JOB SITE PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, ) 1. ALL BASE BUILDING INTERIOR PARTITIONS SHALL WITHSTAND MINIMUM INWARD E. FLORIDA STATUTE BUILDING CONSTRUCTION PERMIT I. GENERAL NOTES 5. REFER TO 1/4" (1:50 SCALE PLANS FOR DIMENSIONS OF MAJOR STAIRS, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE COMMENCING THE TOILETS AND ELEVATOR SHAFTS UNLESS OTHERWISE SHOWN. AND OUTWARD ACTING PRESSURES OF 5 PSF; 10 PSF AT SECOND FLOOR HALL WALL. 10. ALL RECESSED CABINETS, PANELS, BOXES LOCATED IN FIRE- RATED WALLS WORK. EXPLICIT DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. SHALL BE INSTALLED TO MAINTAIN THE FIRE-RATED CONSTRUCTION. NOTES: STANDARDS, CHAPTER 553 (INCLUDING ANSI 1. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT INFORMATION AND NEPA REFERENCED STANDARDS). 2012 DOCUMENTS PERTINENT TO THEIR WORK MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT W6. ALL DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH ALL OF THE 2. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER 11 ALL ARCHITECTURAL WOODWORK/PANELING SHALL BE TREATED WITH RENOVATION TO EXISTING THREE-STORY RESIDENCE,FIRST FLOOR ONLY,UPGRADE OF EXISTING ENCLOSED PORCH. 6. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHERE WORK OF ALL TRADES. DOCUMENTS. REFER TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT TO AVOID MOLECULAR BREAKDOWN. MATERIALS COMPLYING WITH APPLICABLE FLAME SPREAD AND SMOKE DEVELOPMENT F. FLORIDA FIRE PREVENTION CODE, 2010 EDITION DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. ALL THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 3. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS RATING REQUIREMENTS. ALL WOOD USED IN BACKING AND BLOCKING SHALL BE FIRE NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. RETARDANT TREATED. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. 7, FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE, UNLESS OTHERWISE III. MECHANICAL AND ELECTRICAL AREAS REQUIRED FOR MECHANICAL EQUIPMENT. ALL ACCESS PANELS SHALL BE CONCEALED SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLIED AND LOCATIONS SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING. 00130225 AS SHOW 5-09-1 NOTED. 12. EMERGENCY LIGHTING SHALL BE PROVIDED SO AS TO GIVE A VALUE OF ZONING ON RELATED DRAWINGS AND DETAILS. 1. ALL WALLS BETWEEN MECHANICAL OR ELECTRICAL SPACES AND TENANT ONE FOOT CANDLE, MINIMUM, AT FLOOR LEVEL IN ALL EXIT CORRIDORS AND STAIR PROJ. NO. DWN BY CALL D 8. ANY DETAILS, SYSTEMS, MATERIALS, I.E. ARCHITECTURAL, STRUCTURAL, 4. WHERE DISCREPANCIES EXIST BETWEEN THE DRAWINGS OF THE VARIOUS 2, THE STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS ARE ( SPACES SHALL M ACOUSTICALLY ISOLATED FROM THE TENANT SPACES AND SHALL TRADES, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH WORK. SHAFTS. MECHANICAL, ETC.) WHICH ARE PROPOSED TO BE CHANGED MUST FIRST BE MAINTAIN A MINIMUM STC RATING OF 52. �•` OF EQUAL IMPORTANCE WITH THE ARCHITECTURAL DRAWINGS IN DEFINING THE REVIEWED BY THE OWNER, ARCHITECT AND GENERAL CONTRACTOR PRIOR TO THE 13. ALL HORIZONTAL SURFACES TO SLOPE AWAY FROM BUILDING 1/4" PER. FT. WORK OF THE CONTRACT DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE PREPARATION OF SHOP DRAWINGS. 5. COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICAL •' 11 CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE 2. PROVIDE A 4" (MIN.) CONCRETE SLAB AT EXTERIOR MECHANICAL/ELECTRICAL ELECTRICAL AND INSTALLER. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND MIN. INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. SHOULD THERE AREAS UNLESS NOTED OTHERWISE. INSTALLATION, REVIEW WITH ARCHITECT PRIOR TO PROCEEDING. ZONING PER CODE OF ORDINANCES-CITY OF ATLANTIC BEACH, FLORIDA BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE ENGINEERING II. DIMENSIONING 14. BUILDING MAINTENANCE IN ACCORDANCE WITH ALL APPLICABLE CODES. e G- 00 � s. DRAWINGS THAT WOULD CAUSE AN AWKWARD OR IMPROPER INSTALLATION, IT SHALL 3. GENERAL CONTRACTOR TO COORDINATE ALL MECHANICAL AND ELECTRICAL 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL STIFFENERS, BRACING, 15. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING FURNITURE BACKING PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE PROPER � BROUGHT TO THE ARCHITECTS ATTENTION FOR CLARIFICATION PRIOR TO FLOOR, ROOF AND WALL SLEEVES AND ALL MECHANICAL SHAFTS WITH MECHANICAL, AND FINISHES OVER THE DURATION OF THE PROJECT. PROPER CARE OF EXISTING 1. PARTITIONS ARE DIMENSIONED TO THE EDGE OF THE WALL FRAMING UNLESS INSTALLATION OF ALL CASEWORK, TOILET ROOM ACCESSORIES AND TOILET PARTITIONS, INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS NOTED OTHERWISE. DRAWINGS. AS WELL AS ALL WALL-MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL AND/OR FINISHES AND FURNITURE SHALL BE EXERCISED DURING DEMOLITION AND CONSTRUCTION T OWNER OR ARCHITECT. MISCELLANEOUS EQUIPMENT WHETHER SHOWN OR NOTED. OF THE PROJECT. V _\ N ADDITIONAL COST TO HE EXPENSE AND AT 0 EX ,_ _ Project Specifications 01600 - Product Requirements 06401 - Exterior Arch . Woodwork 07260 - Underslcb vapor BarrierTRAGER Project Specifications consist of technical and administrative requirements for the project and are divided into 1.1 Inspect substrates and report unsatisfactory conditions in writing. A. PROJECT INCLUDES PROJECT REQUIREMENTS Divisions. Each Division contains Sections, which are typically divided into 3 parts, Summary (provisions numbered Submittals: Product Data and shop drawings. RESIDENCE 1.0, 1.1, 1.2, etc.), Products (provisions numbered 2.1, 2.2, 2.3, etc.) and Installation (provisions numbered 3.1, 1.2 Do not proceed until unsatisfactory conditions have been corrected. 1. Exterior ornamental work PRODUCTS 3.2, 3.3, etc.). Division 0 and 1 provisions apply to all work for the project. 2. Shop priming exterior woodwork. RENOVATION 1.3 Take field measurements prior to fabrication where practical. Form to required shapes and sizes with true 3. Shop finishing exterior woodwork. 1) MATERIALS edges, lines and angles. Provide inserts and templates as needed for work of other trades. B. QUALITY ASSURANCE a) Sheet Membrane: 6-mil polyethelene vapor barrier. + ' 1.4 Install manufactured items, materials and equipment in accordance with the approved submittals and 1. Quality Standard: comply with AWI's 'Architectural Woodwork Quality Standards". b) Accessories: FI rS l FI O O r Upgrades 00700 Contract manufacturers recommendations, unless superseded by installation requirements contained within the individual 2. Quality Standard: comply with WIC's Manual of Millworkp i) Seam Tape: Double-sided, 1.5 inch wide, asphaltic pressure sensitive mastic tape. Faced with release . paper to keep mastic from bonding with itself on the roll. Specification Sections. In the event of a conflict, the more stringent requirement shall apply. 3. Fire-Test-Response Characteristics: ii) Pipe Boots: Vapor barrier material fabricated in shape of pipe boot to seal at pipe penetrations. ' 1.5 Install materials in proper relation with adjacent construction and with proper appearance. C. PRODUCTS c) Provide the following:i) Reef Industries, Inc.: Griffolyn Type 85. cuErrr 1.1 The Conditions of the Contract for Construction are the American Institute of Architects (AIA) Document ii) Premoulded Panel Membrane: Permanently bonded multi-ply semi-flexible core board. A107-1997 Edition, as amended b Section 00800, the Supplemental Conditions of the Contract for Construction. 1.6 Restore units damaged during installation. Replace units which cannot be restored at no additional expense to 1. Materials: y PP iii) Accessories: Catalytic bonding asphalt, Adhesive, Pointing mastic. AIA Document A107 is herebyincorporated b reference. In the event that the Owner and the Contractor execute the Owner. a. Hardboard: AHA A135.4. Mr. Mitch and Mrs. Beth Trager � P Y d) Product: Provide the following: 7 a contract not in this form, all the terms contained in the AIA Documents A107, and in Section 00800 remain in b. Softwood Plywood: DOC PS 1, [Exterior]. i Reef Industries, Inc.: Griffol n VAPOR uard. full effect, unless specifically modified or nullified by the alternative agreement. 1.7 Refer to additional installation requirements and tolerances specified under individual specification sections. c. Medium-Density Fiberboard: ANSI A208.2, Grade MD-Exterior Glue. ) y g 1771 Beach Avenue d. Wood siding to match existing 2) EXECUTION/ INSTALLATION Atlantic Beach, FL 32233 e. Hardwood planks as selected by owner 01732 Selective Demolition 2. Wood-Preservative-Treated Materials: o)Examine substrates, areas, and conditions under which vapor barrier systems will be applied, with Installer '7 00800 S u lemental Conditions present, for compliance with requirements. Do not proceed with installation until unsatisfactory conditions have been _ p p a. Preservative Treatment by Nonpressure Process: Comply with AWPA N1; Water-Repellent corrected. ARCHITECT Preservative/Insecticide. b)Prepare substrate according to manufacturer's written instructions. 1.1 Cut, remove, and cap all utilities at the boundary of demolition. Verify that utilities have been cut and capped b. Preservative Treatment by Pressure Process: Comply with AWPA C2 (lumber) and AWPA C9 c)lnstall premolded membrane in accordance with manufacturer's instructions. Seal joints with seam tape. VIA Concepts, LLC 1.1 Add as Provision 4.1.6: Retainage in the amount of 5% of the completed Work will apply to Work of this prior to the start of demolition operations. (plywood). d)Protect vapor barrier from damage during application and remainder of construction period, according to 1807 Third Street North ro ect. Retainage will be released upon Substantial Completion. manufacturers written instructions. FL 32250 P 1 9 P P 1.2 Perform demolition operations in an orderly manner, minimizing disturbances to the owner. 3. Fire-Retardant-Treated Materials: Comply with AWPA C20 (lumber) and AWPA C27 (plywood), exterior Jacksonville Beach, 1.2 Add to Provision 6.1: Addenda are defined as Changes prior to the execution of the Contract for 1.3 Construct dust barriers at all adjacent construction. Seal dust barriers to prevent the migration of dust into type, Kiln-dry. "^2e00135+ Construction. Modifications are defined as Changes subsequent to the execution of the Contract for Construction. adjacent spaces. Minor Modifications are interpretations and clarifications not involving a change in time or cost. 4. Installation Materials: 1.4 At areas of the existing building exposed as a result of demolition operations, provide thermal and moisture a. Blocking, Shims, and Nailers: Softwood or hardwood lumber, [fire-retardant treated]. 1.3 Add to Provision 6.5: The Contractor may purchase electronic drawing files. Files will be released upon protection, until such time as the permanent construction is installed. b. Nails: [Aluminum,]. 77 execution of an Electronic File Transfer Agreement. The cost per Electronic Sheet File is $250.00. c. Screws: [Aluminum,] . 1.5 Perform demolition operations that create excessive noise, such as structural demolition, after coordinating d. Anchors: Nonferrous-metal. 1.4 Add as Provision 8.1.3: Provide construction layout prior to the start of Work. Identify areas that appear schedule with Owner. 07620 Sheet Metal EIashing & Trim to be inconsistent with the Documents, or which appear to preclude installation of items as indicated. Refer 5. Exterior Ornamental Work For Opaque Finish (refer to elevations and plans for specific color tones and those areas to the Architect for resolution prior to proceeding with the Work. 1.6 Do not perform structural demolition unless the Owner and Architect have been notified in writing, and treatments. Verify with owner prior to beginning any treatments. P P 9 p 9 A. PROJECT INCLUDES I demolition has been authorized. a. Quality Standard. Comply with AWI Section 700. a. Flashing and Sheet Metal: 1.5 Add as Provision 8.3.5: Provide materials and equipment consistent with the requirements of the Documents. b. Grade: [Premium], b. Roof-drainage systems. Submit requests for substitution of materials and equipment to the Architect in writing with sufficient time for 1.7 Retain a Consulting Engineer to review structural demolition procedures and to verify the integrity of the c. Wood Species: [To match existing species] . c. Copings. review, response, coordination and procurement prior to the scheduled installation and project completion date. building during structural demolition Work. d. Reglets. B. QUALITY ASSURANCE 1.6 Add as Provision 8.3.6: Where materials are applied to, or are in direct contact with Work installed by 1.8 Distribute debris in order to avoid excessive loads on the supporting structure. 1. Fabricated Units: Compliance with SMACNA Architectural Sheet Metal Manual. another Subcontractor, commencement of Work implies acceptance of the substrate as suitable for the application C. PRODUCTS k intended. 1.9 Remove debris from the building during business hours. 06411 Eiber Cement Siding 1. Sheet Metal Flashing and Trim: i 1.7 Add as Provision 8.7.3: Submit ShopDrawings as required b the Specifications, the Architect, or as Galvanized Steel Sheet: ASTM A 526, G 90 (ASTM A 526M, Z 275), commercial quality, or ASTM A 527, G 90 (ASTM 9 q Y P 1.10 Coordinate procedures related to debris removal with the Building Owner/Manager. A 527M, Z 275), lock-forming quality, hot-dip galvanized steel sheet with 0.20 percent copper, mill phosphatized necessary to provide a fully integrated installation of items or systems. where indicated for painting. 1.11 Provide at least [72] hours notice to Owner if shutdown of utility service is required during Selective A. PROJECT INCLUDES 2. Reglets: Formed to provide secure interlocking of reglet and counterflashing. 1.8 Add as Provision 8.8.1: Obtain permission from, and coordinate Work with the Building Owner and Architect Demolition. Stucco Type. before start of Work. 1. Exterior SidingFlexible Flashing Retainer Counterflashing Wind-Restraint Clips. i 1.12 Verify that existing mechanical and electrical items identified to remain are supported in a Code Compliant 2. Exterior Trim 3. Gutters: 1.9 Add as Provision 8.8.2: Comply with Building Owner s or Architect's construction guidelines and procedures. fashion. Aluminum: 0.040 inch thick. B. QUALITY ASSURANCE 4. Downspouts: 1.10 Add as Provision 8.12.1: Allow access to the Project Site by the Owner, Architect, the Owner's Testing 1. Quality Standard: Fiber-cement Siding - complies with ASTM C 1186 Type A Grade ll. Aluminum: 0.024 inch thick. Agency and any of the Owner's Separate Contractors. 2. Quality Standard: Fiber-cement Siding - complies with ASTM E 136 as a noncombustible material. 5. Conductor Heads: _ 3. Quality Standard: Fiber-cement Siding - complies with ASTM E 84 Flame Spread Index = 0, Smoke Aluminum: 0.0320 inch thick. 1.11 Add as Provision 13.4: Provide a Construction schedule prior to the start of Work. Update the schedule on 02230 S Clearing j Developed Index = 5. 6. Roof-Drain Flashing: a regular basis. Coil-Coated Galvanized Steel: 0.0276 inch thick. 77 C. PRODUCTS 7. Copings: 7 1.12 Add as Provision 20.1: In the event that concealed or unforeseen conditions are encountered, notify the 1.1 Protect existing trees, vegetation, landscaping materials, and site improvements not scheduled for clearing Aluminum: 0.050 inch thick. Architect in writing before proceeding with Work. which might be damaged by construction activities. 1. Hardie Panel Vertical Siding 8. Base Flashing: a. ,Medium-Density Fiberboard: Hardie Panel as manufactured by James Hardie Building Products, Inc. Aluminum: 0.040 inch thick. 1.2 Trim existingtrees and vegetation as acceptable to Architect in writing. 9. Cinum: lashing:0.02 9 P 9 5/16 inches thick, 4 feet wide panels. Product shall be engineered for climate conditions Aluminum: 0.0320 inch thick. b. Color & Texture to be selected by owner 10.Valley Flashing: 1.3 Clear and grub site of stumps, vegetation, debris rubbish designated trees and designated site improvements. c. Install according to manufacturers instructions Aluminum: 0.0320 inch thick. d. An alternate product must be of equal quality and be approved b Architect 11. Drip Edges: 01000 General Requirements 1.4 Provide topsoil stripping and stockpiling at approved locations. y P q q Y PP y Aluminum: 0.0320 inch thick. 2. Hardie Trim Boards 12. Eave Flashing: 1.5 Water trees and vegetation during construction activities. a. Medium-Density Fiberboard: Hardie Trim as manufactured by James Hardie Building Products, Inc. Aluminum: 0.0320 inch thick. 1.1 The Project consists of: Single Family home renovation (building footprint unchanged) 3/4 inches thick, width as indicated on drawings. Product shall be engineered for climate conditions 13. Equipment Support Flashing: 1.6 Provide removal and legal disposal of cleared materials not to be stockpiled. b. Color & Texture to be selected by owner Aluminum: 0.0320 inch thick. 1.2 Requirements for Sequence of Work, Phasing, and Occupancy: Contractor responsible to maintain structural 14. Auxiliary Materials: stability, safety and protection from the elements at all times while work is undeway. Secondly, contractor to c. Install according to manufacturer's instructions Burning Rod for Lead. d. Any alternate product must be of equal quality and be approved by Architect Solder. ASTM B 32,..Grade Sn50, used with rosin flux. XXXXX follow contract documents in the expansion of the home. Solder for Stainless Steel: ASTM B 32, Grade Sn60. 1.3 Prior or Concurrent Work by Owner or Others: Coordinate with Owner. 02361 Termite Control Stainless-Steel Welding Rods. Fasteners: Same metol as sheet metal flashing. Asphalt Mastic: SSPC-Paint 12, solvent-type. 1.4 Existing Site Conditions and Restrictions: Coordinate with Owner. A. PROJECT INCLUDES Mastic Sealant: Polyisobutylene. 1.5 Contractors Use of Premises and Adjacent Facilities: All work to be contained within property site limits. MustEpoxy Seam Sealer.5-lb/square noncorrosive. 1 1. Soil treatment. 07210 Building Insulation Paper Slip Sheet: 5-Ib/square red rosin, FS UU-B-790, Type I. coordinate with Owner. B. QUALITY ASSURANCE Polyethylene Underlayment: ASTM D 4397, minimum 6-mil-thick black polyethylene film. Bituminous Sheet Underlayment: Polyethylene-sheet-backed, self-adhering, polymer-modified, bituminous sheet 1.6 Reference Drawings and Reports: Enclosed survey. 1. Applicator Qualifications: A PCO licensed according to regulations of authorities having jurisdiction. 1.1 Provide Building Insulation and Vapor Retarders: underlayment; ASTM D 1970; minimum 40 mils thick. 2. Regulatory Requirements: Comply with EPA regulations and authorities having jurisdiction. - Acoustic insulation at interior partitions, blanket type. Roofing Cement: ASTM D 4586, Type I 1.7 Field verify existing conditions prior to submission of Bids. Inspect all readily visible areas. Readily visible C. PRODUCTS - Closed-Cell Spray Foam Insulation at exterior walls and at ceiling under existing balcony Verify compatibility of metals prior to purchase or installation of materials, to avoid galvanic action in dissimilar areas include spaces above accessible ceilings. - Sheet vapor retarders. metals. 1. Termiticide: EPA-registered termiticide complying with requirements of authorities having jurisdiction. 1.8 Verify product availability prior to submission of Bids. D. INSTALLATION 1.2 Submit product data. n materials to be supplied b the Building Owner, but purchased 2.1 Acoustic Blanket Batt Insulation: at the end of this Sectio P requirements of authorities having jurisdiction and with Unless scheduled 9 h most stringent re urr. Blanket/ Batt Un � PP Y 1. General: Comply with the g 1 � PY 9 q the submission of bids. This and installed as Work of this package, are to be verified by the Contractor prior to manufacturers EPA-Registered Label for products. 9 YP ( )• ISI may include items similar to doors, frames, light fixtures, etc. Glass fiber or mineral slog fiber, ASTM C 665, Type I unfaced 2. Application: According to manufacturer's EPA-Registered Label. 2.3 Closed-Cell Spray Foam Insulation 1.10 Schedule of Items not Supplied by the Contractor: Coordinate with Owner. a. Slabs-on-Grade and Basement Slabs: Treat soil materials before concrete footings and slabs are - HFC-blown type Closed Cell Foam: medium-density, MDI-based polyurethane thermoset rigid foam. - Provide min. R-Value of R-11 at exterior walls and R-25 at ceiling NO. REVISION/ISSUE DATE placed. - Install according to manufacturers instructions b. Foundations: Soil adjacent to foundation walls. 9 , 1 c. Crawlspaces: Soil under and adjacent to foundations. - Product shall be CertainTeed CertaSproy Closed Cell Foam Insulation by CertainTeed or product of equivalent d. Masonry: Treat voids. quality as approved by architect. 01330 Submittal Procedures e. Penetrations. Web: certainteed.com/CertainTe /Pro/Design+ProfessionalAnsulation 2.3 Vapor Retarder (Not Integral with Insulation): 1.1 Submit proposed revisions to details, systems, and/or materials prior to, and separate from the Shop Drawing - Polyethylene, ASTM D 4397, 6 mils, 0.13 perm vapor transmission rating. submittal process. 06100 Rough Carpentry 2.4 Accessories: 1.2 Submit photos documenting existing conditions where Work is to be undertaken prior to the start of, and at - Adhesives and mechanical anchors. SPECIFICATIONS the completion of demolition operations. - Protection board. 1.1 Provide Rough Carpentry: - Crack sealers and tapes. 1.3 Submit a project schedule, update in accordance with Section 00800, and submit schedule with each pay - Wood grounds, nailers, and blocking. application. - Wood furring. 3.1 Install insulation and vapor barriers with continuous coverage to provide optimum performance. - Backing panels. I 1.4 Submit samples and shop drawings allowing adequate time for review, approval, and procurement. - Remodel existing rough carpentry. 1.5 Submit for approval all submittals listed in individual sections with the following number of copies: Shop 1.2 Submit product data. drawings, reviewed and annotated by the Contractor, 3 copies; product data, 3 copies; samples, 3 sets plus range samples where applicable; test reports, 3 copies; warranties, 3 copies; other submittals, 3 copies. 1.3 Lumber Standards and Grade Stamps: PS 20, American Softwood Lumber Standard and inspection agency grade stamps. in shop drawings. Fabricate materials from approved tion and adjacent construction PP 6 Include details of construction P 9 1. 1 shop drawings only.. 1.4 Construction Panel Standards: PS 1, U.S. Product Standard for Construction and Industrial Plywood;wood; APA PRP-108. 1.5 Fire-Retardant Treatment: AWPA C20 for lumber and AWPA C27 for plywood; noncorrosive type. PERMIT _ 2.1 Miscellaneous Lumber, Blocking and Nailers: DOCUMENTS 01500 Temp . Facility & Controls - Moisture Content: 19 percent. - Grade: Standard grade light framing; Stud, No. 3 or Standard grade. - Treatment: Fire-retardant treated. 00130225 A5HQ1yX - 509- 3 1.1 Provide temporary facilities and connections as required for the proper completion of the project. PROJ. N0. DWN BY 'LE.�. ;��D E 2.2 Construction Panels: - 1.2 Building utility services, and designated sanitary facilities will be available for Contractor's use. - Plywood Backing Panels: APA C-D Plugged Exposure 1 with exterior glue, fire-retardant treated. 3.1 Comply with NFPA Manual for House Framing, NFPA Recommended Nailing Schedule, and NFPA National Design 1,3 Owner will a for utility services consumed. Specifications for Wood Construction. _ PY Y P 3.2 Comply with APA Design and Construction Guide, Residential and Commercial Construction. G- 00 1.4 All building and site facilities used shall be returned to original condition at completion of Work. 3.3 Provide nailers, blocking and grounds where required. Set work plumb, level and accurately cut. 3.4 Comply with manufacturers requirements for treated materials. I'll i Hardware 09260 - Gyp .07920 - Joint Sealant 087100 Door Board Assemblies 09910 - Painting RESIDENCE 1.1 Provide joint sealers at vertical and horizontal joints. 1.1 Provide hardware for swinging, sliding, and bifold doors. 1.1 Provide Gypsum Board Assemblies: 1.1 Provide painting and surface preparation for interior and exterior unfinished surfaces as indicated on schedules RENOVATION - Comply with code and accessibility requirements. Interior walls, partitions, and ceilings for tape and joint compound finish. and as follows: 1.2 Submit product data, mockup of each joint type, adhesion test results for each joint type. - Exterior soffits. - Provide painting of entire surface where patch painting is required. 1.2 Submit product data, samples, proposed hardware schedule, maintenance data. - Insulation and vapor borrier systems in gypsum drywall systems. - Paint exposed whether or not colors are designated. Painting includes exposed bare and covered pipes and 2.1 Silicone Elastomeric Joint Sealant: - Cementitious backer units for application of tile. ducts, hangars, exposed steel and iron work, primed metal surfaces of exposed mechanical and electrical Upgrades' 2 Type and Application: One-part mildew-resistant silicone sealant, ASTM C 920, for sanitary applications, interior 2.1 Products: As selected by Architect complying with the following. equipment, and grilles and diffusers. Do not paint surfaces or materials specifically indicated not to be painted First F I o o r V rQ e S 1.2 Submit product data, 4 foot by 4 foot mockup showing joint treatment. or to remain neutral. Painting is not required on prefinished items (with the exception of grilles and diffusers), p g use. 2.2 Product Requirements: operating parts and labels. 2.2 Latex Joint Sealant: - Hardware for Fre-Rated Openings: NFPA 80, and local requirements. 2.1 Products: As selected by Architect complying with the following. - Acrylic Type: Acrylic-emulsion, ASTM C 834. - Handicapped Accessibility: ANSI A117.1, ADAAG, and local requirements. 1.2 Submit drawdowns, product data, and a 4 foot by 4 foot mockup of each color, prior to paint application. ted types, typical WENT- Application: Interior joints in vertical and overhead surfaces with limited movement. - Materials and Application: ANSI A156 series standards. 2.2 Gypsum Wallboard: ASTM C 36, regular, foil-backed, and fire-rated 5/8 inch tical thickness. - Quality Level: Residential type. 1.3 Provide extra stock consisting of 1 unopened gallon of each type of paint used. 2.3 Fire-Resistive Joint Sealers: 2.3 Water-Resistant Gypsum Backing Board: ASTM C 630, regular and fire-rated types, 5/8 inch typical 2.1 Manufacturers: Mf. Mitch and Mrs. Beth Trager - Type: One part fire-stopping sealant. 2.3 Locksets and Latch sets: Cylinder type. thickness. - Lock Cylinders: Integraltype. - Sherwin Williams 1771 Beach Avenue - Application: Penetrations in fire-rated floor and wall assemblies. Y 9 - Keying: Owner's requirements keying and key control system. 2.4 Exterior Gypsum Soffit Board: ASTM C 931, regular and fire-rated types, 5/8 inch typical thickness. 2.4 Specialty Sealant: _ Joint Treatment: ASTM C 475 and ASTM C 840, 3-coat system. 2.2 Regulations: Compliance with VOC and environmental regulations. Atlantic Beach, FL 32233 - Type and Application: Synthetic rubber for acoustical sealant for concealed points. 2.4 Hinges and Butts: Full-mortise type with non removable pins at exterior , entrance and security doors. Installation Standard: ASTM C 840. 2.3 First-line commercial-quality products for all coating systems. - Type and Application: Butyl-polyisobutylene sealant and tape sealant for concealed joints. 2.5 Closers: Low frequency type. 2.5 Glass-Mat Water-Resistant Gypsum Backing Board: 3.1 Prior to submission of Bids, verify that the condition of existing wall surfaces receiving new finishes are ^RCH�cT 3.1 Test sealant adhesion for each substrate required. - Type: ASTM C 1178, Type X, 5/8 inch thick type. 2.6 Exit Devices: Low frequency type. acceptable for the wall finish Work indicated, provided they are properly prepared. Proper preparation may include 3.2 Install in proper relation with adjacent work. 2.6 Cementitious Backer Units: any of the following, skim-coating, spackling, sanding, etc. Notify Architect if conditions are observed which would VIA Concepts, LLC 2.7 Pivots: Offset or center-hung type. - Type: ANSI A 118.9, cement-coated Portland cement panels. preclude installation of the finish material indicated, or which would require measures in addition to those noted 3.3 Clean adjacent surfaces soiled with sealant immediately. - Thickness: 5/8 inch nominal. above. 1807 Third Street North 2.8 Push/Pull Units: Through-bolted type. Jacksonville Beach, FL 32250 2.7 Trim Accessories: 3.2 Provide field-applied mockups of each color and finish selected on actual surfaces to be painted. M260013M 2.9 Hardware Finishes: Satin chrome finish on exposed surfaces. - Material: Metal or plastic trim. - Types: Comerbead, edge trim, and control joints. 3.3 Test sample area for adhesion for each type of paint. 2.10 Door Trim Units: Kick plates, armor plates, edge trim, [viewers, knockers, and mail drops] and related trim. - Decorative Profiles: Aluminum reveals and channels. 3.4 Remove cover plates and protect hardware and adjacent surfaces. L07 0 8 211 - Flush Wood Doors 2.11 Other Hardware Required: 2.8 Steel Framing for Walls and Partitions: 3.5 Sand before painting until smooth and flat and sand between coats. - Stops for each door. - Steel Studs and Runners: ASTM C 645, 22 gage (.0276 inch) steel studs, 3-5/8 inch typical depth. - Silencers. - Furring Channels: ASTM C 645, 25 gage (.0179 inch). 3.6 Apply paint to achieve manufacturer's recommended dry film thickness. - Overhead door holders. - Auxiliary Framing Components: Furring brackets, resilient furring channels, Z-furring members, and 1.1 Provide Flush Wood Doors: - Flush bolts with dustproof strikes. non-corrosive fasteners. 3.7 Paint entire surface where patch painting is required. - Interior solid core flush doors. - Coordinators. - Installation Standard: ASTM C 754. - Interior hollow core flush doors. - Automatic door bottoms. 3.8 Recoat areas which show bleed-through or defects. - Interior sliding door hardware. 2.9 Steel Framing for Suspended and Furred Ceilings: ct data samples, shop drawings, warranty. - Interior bifold door hardware. - Furring Channels: ASTM C 645, 25 gage (.0179 inch) standard channels. 1.2 Submit product p p 9 Y 9 3.9 Clean paint spatter from adjacent surfaces and glass. P - re. _ Interior pocket door hardware. Steel Studs: Match steel studs used for walls. P 2.1 Products: As selected by Architect complying with the following. - Coat hooks. - Accessories: Hangers and inserts. 3.10 Touch-up damaged surfaces at completion of construction. - AWI Quality Standards: NWWDA I.S. 1-A, and AWI Architectural Quality Standards. - Soundstripping. - Installation Standard: ASTM C 754. Quality in - WIC Q ty of Millwork. - Weather-striPP Standards: NWWDA I.S. 1 A, and WIC Manual 9 3.11 Schedule: Provide paint systems complying with the following schedule. - Fire Rated Wood Doors: Meeting ASTM E 152 requirements. - Thresholds. 2.10 Auxiliary Materials: - Gypsum board screws, ASTM C 1002. 2.2 Interior Hollow Core Doors: 3.1 Fire resistive (labeled) doors are to have the appropriate rating agency label affixed to both door and frame. Gypsum board nails, ASTM C 514. yp INTERIOR PAINT SCHEDULE int over labels. - Fastening adhesive. Do not a Faste - Grade: Custom grade. P 9 - Construction: Standard hollow core. - Concealed acoustical sealant. - Finish: Opaque finish on close-grained hardwood faces. 3.2 Comply with DHI "Recommended Locations for Builder's Hardware - Mineral fiber sound attenuation blankets.. Land hardware manufacturers instructions. L Gypsum Drywall Walls ES, Satin - Mineral fiber thermal insulation. 1 coat latex primer 2.4 Fitting and Finish: 3.3 Refer to the door schedule for hardware sets. - Polyethylene vapor retarder, 6 mils. 2 coats latex finish - Fitting: Factory-prefit and premachine doors. - Polystyrene aggregated finish for ceilings. i - Site Finish: Shop prime and site finish. 3.1 Comply with standards referenced above and ASTM C 840 and GA 216. - Gypsum Drywall Walls 2.5 Auxiliary Materials: Wood louvers, glazing frames, transoms, fixed side panels. P y LSG, Semi Gloss Glazing 1 coat latex primer 08 800 3.2 Install joints only over framing members. Do not allow butt-to-butt joints. 3.1 Comply with NWMA IS-1 and AWI [WIC] Quality Standards. 2 coats latex finish 3.3 Provide blocking for items such as railings, grab bars, casework, toilet accessories, and similar items. - Gypsum Drywall Ceilings '777 L-'mm7 3.2 Prefit doors to frames, premachine doors for hardware, and factory bevel. 1.1 All Glazing must be impact resistant and have a Florida Product Approval which meets the wind resistance 3.4 Provide acoustical sealant at runner tracks, wall perimeters, openings, expansion, and control joints. FL, Flat criteria. 1 coat latex primer 3.3 Install with not more than 1/8 inch clearance at top and sides, 1/4 inch at bottom unless undercut is 2 coats latex finish required. 1.2 Submit product data, samples, shop drawings, warranty, maintenance data. 3.5 Install gypsum board assemblies true, plumb, level and in proper relation to adjacent surfaces. � 3.6 Install gypsum board sheets in partitions vertically. - Gypsum Drywall Walls and Ceilings in Bathrooms a 3.4 Comply with NFPA 80 for rated assemblies. 2.1 Products: As selected by Architect complying with the following. LSG, Semi Gloss - Primary Glass Products: Clear float, glass, ASTM C 1036. 1 coat latex primer - Heat-strengthened and tempered lass ASTM C 1048. 3.7 Provide control joints in gypsum board ceilings at locations shown, or if not shown, so as not to exceed a 2 coats latex finish Products: Heat strep , Heat-Treated Glass Prod P glass, control joints for review prior to broken sum board in an direction. Submit layout of c p 30 foot length of un gyp y Y 1 t Areas - Laminated Glass Units: Polyvinyl butyral interlayer. g Kitchens and We - Sealed Insulating Glass Units: ASTM E 774, Class A installation. - Mirrors: Silvering and protective coatings. - Gypsum Drywall to Receive Wall covering 3.8 Provide 3-coat joint treatment such that, after finishing, joints are not visible. 1 coat latex primer Fiber glass s s Doors 3.1 Comply with FGMA Glazing Manual and manufacturers recommendations. 08221 g 3.9 Sand and leave ready for finish painting and wall treatment. - Wood for Painted Finish 3.2 Set mirrors on stainless steel channels and adhere to wall with mastic. OSG, Semi Gloss 1 coat interior alkyd enamel undercoat 1.1 Provide Exterior Full Lite Fiberglass Entry Doors with impact-resistant glazing. 2 coats alkyd enamel 1.2 Submit product data, shop drawings. - Wood for Transparent Finish Satin Gloss 2.1 Primary Product: Pella Full Light Entry Door with Glass by Pella Corporation, www.pelia.com 1 coat oil base sealer - Verify Product Approval Prior to Purchase 2 coats oil base varnish finish - Door Style: Swing Doors with Full Lite - Frames: Non Thermal break type. - Glass and Glazing: Full Lite impact resistant glazing. - Glazing Color: Clear glass. - Proposed alternative must be equivalent in quality and approved by Architect. 2.2 Door Hardware: as Scheduled I 3.1 Anchor securely in place; install plumb, level and in true alignment. 3.2 Coordinate with glazing work and hardware requirements NO. REVISION/ISSUE DATE 08560 - Vinyl Windows 1.1 PROJECT INCLUDES Vinyl-Framed Casement windows. 1.2 QUALITY ASSURANCE Testing/Hurricane-Resistance Test Performance: window assemblies that pass large and small missile impact tests. Must have Miami-Dade County Product Approval Notice of Acceptance (NOA number) SPECIFICATIONS 1.3 PRODUCT: PGT WinGuard Vinyl Picture Windows, series PW520. a. Picture Windows: Dimensions as shown on drawings. b. Verify product approval prior to purchase of windows. c. Glazing: tinted, impact-resistant glass: contractor to coordinate tint color with owner, to be chosen from manufacturer's range of standard tint colors. d. Vinyl Finish: White 1.4 ADDITIONAL PRODUCT: Remote-Operated Motorized Shades L-MM7 a. Appro ved Manufacturer. Hunter-Douglas Web: http://www.hunterdouglas.com/ b. Product: Silhouette Shades with Motorized System: PowerRise with Platinum Technology c. Installed at each new window, to fit full height and width of window d. Product to be approved by owner prior to purchase e. Color to be chosen by owner PERMIT DOCUMENTS 00130225 ASS PROJ. N0. DWN BY S D G- 003 i Ili TRAGER RESIDENCE C � D , RENOVATION 11�-1C42" "�-'°° First Floor Upgrades ,� II — — _ II - - - - - - - - 7777 - - 7777 -�- -- - - - - -- 7777 - - 7777 DEMOLITION LEGEND: — — — — cuENT - - - -- - - - - 7777 -- 7777 -- - - - - - - - - - - - - - - - - - 7777 - - - - 7777 - - 7777 ,-„-„-„-„-„-„-„-„-/,-„77/,77, 7-1 7-177 ,,,,,,,,,,/,,,,,,/,,,,,,,,,,,%/� r I 0 I I Mr. Mitch and Mrs. Beth Trager 0 Q � II 1771 Beach Avenue ��I 2 EXISTING WALL O I I I 0 N Atlantic Beach, FL 32233 , ,//,/,,,,,,,,,,,, •�,/, 7111,,, ,,,,/,,,,,,,,,,,,////,,,,,,,,,, 1111,, 1117 ,,,,,,,,,,,,,,,,,,, WINDOW, OR DOOR � I CONDITIONED II II TO REMAIN FLORI A S N ROOM ARCHITECT VIA Concepts, LLC EXISTING CEILING FAN To BE REMOVED AND RETURNED / II I I , � � � EXISTING WALL, d Street North TO OWNER / II I 0 I I J 1807 Thiracksonville Beach, FL 32250 TYPICAL _ WINDOW, OR DOOR 11� TO BE REMOVED �N I II I I I J ��/ I/� =�^ ,�--�,t 7 IT TT T/TT/T/T/T/T/T/T/T/-T/T/T/T7 TJ 77 TJ T7 Tl�7'-7 Tl T/T/J-T I-r/-7'�r�r�T/-TSI-T/T/T/T/T 'T/' \ �- / N _- �H�-I-�= _= 'ice - � OOVERHEAD SHELVES i TO BE REMOVED 1 :,��:��: :��::�:�::::���:�::�� ��:�//,:: 7111/„7717„7717 EXISTING SECURITY SENSOR TO BE RELOCATED, TYPICAL KEY NOTE LEGEND: ALL STRUCTURAL COLUMNS TO OFFICE EXISTING CAN LIGHT TO BE SPACE REMAIN; REMOVE SURROUNDING WALLS/WINDOWS WITH CARE TO /,,,��,,,,,,,,,,,,,,,,,,,,/,///,,,,,,,,,,,��,,,,,,,,,,/,,,/„7771,,/ RELOCATED, TYPICAL O EXISTING INTERIOR WALL DOOR OR WINDOW TO BE PRESERVE STRUCTURAL INTEGRITY 111s4 fG;Gtr/ICY,;;;;;;;;;;;; REMOVED. PREPARE AREA TO ACCEPT NEW CONSTRUCTION. NOTE: REMOVE AND REFER TO PROPOSED FLOOR PLAN FOR FURTHER RETAIN EXISTING INFORMATION. DRINK COOLER FOR L- - - - - - - - - RELOCATION 20 EXISTING EXTERIOR WALL, DOOR, OR WINDOW TO BE --- REMOVED. PREPARE AREA TO ACCEPT NEW CONSTRUCTION. 7777 _T ® . Oo r REFER TO PROPOSED FLOOR PLAN FOR FURTHER l I 40 ® INFORMATION. I �� .T,�T/� 1 0 30 -1 —_— ® 'T'n I 3 EXISTING MILLWORK/CABINETS/SHELVING TO BE REMOVED AND RETAINED FOR POSSIBLE RE-USE. 1IO it 7777/ 1111,, Oo CLG HT CLG HT I ® EXISTING PLUMBING FIXTURE TO BE REMOVED. CAP OFF EXISTING ucHr To BE REMOVED PIPES PROPERLY. REFER TO PLUMBING DRAWINGS FOR I`,, I FURTHER INFORMATION. BATHROOM _1tL LJ r 7 I E i \\�\ L 50 NO WORK IN THIS AREA. WORK IN THIS AREA �- / EXISTING CAN LIGHT TO BE RELOCATED TO A EXCEPT PAINTING MEDIA ROOM C NEW PLACE, TYPICAL Q REFER TO PROPOSED REFLECTED CEILING O / J PLAN FOR FURTHER INFORMATION CLG HT 1 1 v r� EXISTING CAN LIGHT TO BE REMOVED, L_ 7777 - - - EXISTING INTERIOR WALL TO BE 0 .- CL. I TYPICAL REMOVED. PATCH DISTURBED CEILING. 1 REFER TO PROPOSED REFLECTED I L :: , , , CEILING TO LIGHTING / REFLECTED CEILING PLAN i STOR. O REMOVED, CEILING PLAN TORR 0 ® I I ;; ,�., PREP. FOR A NEW WALL DEMOLITION LEGEND: I II :` CONSTRUCTION O 3 r� II > 1 I CLG HT EXISTING GYPSUM BOARD CEILING SYSTEM 1 i �I ; 0 ® 7 6 1/2 TO REMAIN O I I J I CEILING SYSTEM TO BE 11 STORAGE L — REMOVED — — — — �-— -� 1 I F I1 IF I nl —� 7777 - - - - JL - - - - - -� � Q Ih I1 II I � 1 I 77 77 - 7777 - - - - i \ CEILING FAN SUPPLY DIFFUSER TO BE RELOCATED I I I I I �I �l CL. I III / 50 IILL�/ 5 1111 I TOR. I II EXISTING CEILING TO BE DEMOLISHED, 7 , 'mak :�: CLG HT I T REFER TO PROPOSED REFLECTED I -- I — — — — — — — — CEILING PLAN FOR FURTHER -6 3 �� I O� 1 1 C�. INFORMATION 7,,• •,•, 7 r 8'-11” O FLUSH MOUNT CEILING I LAUNDRY 1111, 1111 cic Hr I I LIGHT O O 1111,/„ ,= I I O I I I ✓- 5 ROOM 79-4 5/8 I I NO. REVISION/ISSUE DATE ® ® CAN LIGHT EXISTING LIGHTS TO BE RELOCATED, 0 0 0 0 LIGHT BAR Q TYPICAL SUPPLY DIFFUSER - REFER TO PROPOSED REFLECTED CEILING SEE MECHANICAL PLAN FOR FURTHER INFORMATION RETURN DIFFUSER - FIRST F SEE MECHANICAL SD SMOKE DETECTOR DEMOLITION SECURITY SYSTEM 2-CAR PLAN SENSOR AR GE n CEILING FAN/LIGHT/CAN LIGHT TO BE REMOVED SECURITY SYSTEM PERMIT SENSOR, SUPPLY DIFFUSER,BIXREMOVEU o DOCUMENTS RELOCATED TO NEW PLACE 00130225 CMM AS S. =09.-13 PROJ. No. DWN BY S ALE-” 2 REFLECTED CEILING DEMOLITION PLAN , z z FIRST FLOOR DEMOLITION PLAN 200 . D-200 SCALE: 1/4” = 1'-0” EXISTING F I RST FLOOR D-200 SCALE: 1/4” = 1'-0” �` RACER--- 5006_---_'----"'-""_ r SIDENCE 1 � ' OVATION I 1 door Upgrades cuErlr I and Mrs. Beth Trager 3 71 Beach Avenue � 1 ' s is Beach, FL 32233 1 f * ARCHITECT P Concepts, LLC Third Street North Ile Beach, FL 32250 M26001354 SIDEWALK _ TO REMAIN -.t a 1 r` HOT TUB EXISTING PATIO .; TO REMAIN * !. COND. ' - , 1 rl 1 I Y 1 I ' I 1 1 1 � tO FOOTPRINT OF N 1 O 1 M N A/C EXISTING 3 STORY o COND. RESIDENCE i PROPANE TANK < z 1 ' GAS 1 ' GAS 1 NO. REVISION/ISSUE DATE 1 ' 1 ' I I 1 1 ! PROPOSED I I i ARCHITECTURAL I 1 A/C ! FRONT 1 GOND. GATES I TE P / 1 ! 1 1 I I !1 I SLOPE ' PERMIT DOCUMENTS EXISTING DRIVEWAY i 00130225CMM AS SHOWN 5-09 I , Z PROJ. NO. DWN BY S ALE D 1 06' ARCHITECTURAL SITE PLAN A- 100 A' L_— A-100 SCALE: 1/8" = 1'-0" BEACH AVENUE .� i TRAGER RESIDENCE RENOVATION First Floor Upgrades cue fT Mr. Mitch and Mrs. Beth Trager 1771 Beach Avenue Atlantic Beach, FL 32233 SLAB 2: SLAB 1: NEW TOPPING SLAB OVER EXISTING DEPRESSED NEW SLAB WHERE EXISTING WOOD EXISTING CMU WALL TO REMAIN SLAB; LEVEL TO FINISH OF ADJACENT EXISTING STRUCTURAL COLUMN TO FRAME FLOOR STRUCTURE HAS BEENNEW 2'-0" WIDE x 1'-4" DEEP EXISTING COLUMN AND FOUNDATION ARCMECT (FURRING NOT SHOWN FOR CLARITY) CONCRETE SLAB AND REINFORCE W/ 6x6 REMAIN (BEYOND) DEMOLISHED'- REFER TO SLAB NOTES CONC. FOOTING REINFORCED W1.4xW1.4 WWM - REFER TO SLAB NOTES WITH (3) #5 REBAR (BEYOND) VIA Concepts, LLC ASSUMED EXISTING CONDITION (4" SLAB WITH CMU STEM WALL ASSUMED EXISTING CONDITION 6x6 W1.4xW1.4 WWEXISTING PATIO do DRAIN TO REMAIN 1807 Third Street North AND CONTINUOUS FOUNDATION) (4" DEPRESSED SLAB SLOPED AWAY M Jacksonville Beach, FL 32250 FROM HOUSE) M=11%SLAB 2 �-- SLAB 1 ----- -- --- - ---- -- I 2"-0 T - CLEAN COMPACTED -- 1 -- -- TERMITE TREATED SOIL 8 TURN DOWN SLAB EDGE; --- 6 ML POLYETHELENE VAPOR BARRIER DRILL do EPDXY 5 1 -6 DOWELS INTO CENTER OF CONCRETE SLAB - ' AT 4' O.C. W/ 6" EMBEDMENT RL7NF. WITH #4 CONT. REBAR -- DO NOT DISTURB SOIL SUPPORTING EXISTING FOUNDATIONS 7 , I'I 2 FOUNDATION SECTION (FIRST FLR. EAST SIDE A-150 SCALE: 3/4" = 1'-0" �� i� "� ASSUMED EXISTING FOUNDATION, TYPICAL SLAB NOTES: L 1. THE FOUNDATION IS DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT SFWl BE THE 36'-2.." FIELD VERIFY' CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. } 2. NEW SLABS SHALL BE: 4,000 PSI CONCRETE W/ 6x6 10/10 WWM NEW 1 OR REFER TO SLAB NOTES EXISTING 3" DIA. 4,000 PSI FlBERMESH CONCRETE �_ l I I I I STAND4RD STEEL PIPE 3. VERIFY LOCATION OF ALL PIPING AND CONDUITS REQUIRED BELOW I TOP OF SLAB COLUMN (TYPICAL) SLAB. (SEE FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS) ELEV. 0'-0" F SLAB 1 NOTES: - - -- - - - - - - - - - - - - - - � -�- = - - - j DEMOLISH EXISTING WOOD FRAME FLOOR STRUCTURE. ALT. EXISTING STRUCTURAL COLUMNS AND THEIR FOUNDATIONS SFWl REMAIN. I —0 — — -o — — — 2 USE ADEQUATE CARE DURING DEMOLITION CONSTRUCTION SO AS — — — — - — — — — — — — — — — — — — — — — — NOT TO DISTURB SOIL OR EXISTING CONCRETE FOUNDATIONS.NEW 4" MIN. THICK POURED IN PLACE TURNDOWN CONCRETE SLAB NO. REVISION/ISSUE DATE OVER 6 ML POLYETHELENE VAPOR BARRIER OVER CLEAN, ASSUMED EXISTING COMPACTED, TERMITE TREATED SOIL (TYPICAL) MATCH EXISTING FOUNDATION, TYPICAL NEW SLAB SLAB ELEVATION. REFER T NOTES _ SLAB 2 NOTT PROPOSED DEMOLISH EXISTING WOOD FLOORING do WOOD FRAME OVEROIL TOP OF SLAB EXISTING SLAB. EXISTING DEPRESSED CONCRETE SLAB TO REMAIN. ELEV. 0'-Ox NEW CONCRETE TOPPING POURED OVER EXISTING SLAB, To MATCH FOUNDATION EXISTING 1ST FLOOR CONCRETE SLAB ELEVATION. NEW CONCRETE SURFACE SHALL BE LEVEL, SUITABLE FOR RECEIVING NEW FINISH - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - --- - - PLANFLOOR. CLEAN & PREP EXISTING SLAB TO RECEIVE TOPPING SLAB. L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROVIDE BONDING AGENT BETWEEN THE NEW & EXISTING ASSUMED EXISTING CONCRETE SLABS. TOP OF SLAB FOUNDAnON, TYPICAL SECTION "'IF 0'-0" EXISTING SLAB/FOUNDATION T / TKNV 0 REMAIN 7 (ASSUMED EXISTING CONDLTION: PERMIT 4" SLAB WITH CMU STEM WALL AND CONTINUOUS FOUNDATION) DOCUMENTS 00130225 CMM SHO 1)-09-1 PROJ. NO. DWN BY S ALE DA J .a k / 1 PROPOSED FOUNDATION PLAN (PARTIAL) FIRST FLR . _ A-150 SCALE: 1/4" = 1'-0" TRAGER 35'_ • RESIDENCE ................ . RENOVATION First Floor Upgrades 3'-11j' 2'-q' V-11" 2'-1j" 3'-q" 3'-q" 2'-1j' 2'-1j' 2'-q" 3'-11j" C COND. cuENr r- � W1 O I W2 W2 I W2 W1 I Mr. Mitch and Mrs. Beth Trager ELECTRICAL POWER PLAN LEGEND: r 1771 each Avenue -- I I " Atlantic Beach, FL 32233 NEW PARTITION IXISTIPG PARTITION � 110 VOLT DUPLEX OUTLET 0 18• J NOTE 4 NOTE 4 �� � (CMU/FURRING) A.F.F. NOTE 4 110 VOLT DUPLEX OUTLET MOUNTED NOTE 4 D 101 D 1 02y�� D 103 { NEW STUDS LOCATED -� AS NOTED W3 �� �` I W3 NEW/EXISTING GYP. BD. CEILING 7 --ft�. nRCHrrEcr RELATIVE TO FACE OF EXISTING FURRED PARTITION GFp 110 VOLT DUPLEX OUTLET WITH _ (2) 2x4 WOO TOP PLATES KITCHEN - VIA Concepts, LLC IF- ANCHORED TO EXISTING GROUND FAULT CIRCUIT INTERRUPTER 15W II I 1 �� 1807 Third Street North STRUCTURE ABOVE I �� I r �� Jacksonville Beach FL 32250 GFCI110 VOLT DUPLEX OUTLET WITH I`- — �'_','� ,��1 ' 2x4 wooD sruDs o 1 s• ON NEW/EXISTING GYP. BD. � GROUND FAULT CIRCUIT INTERRUPTER NOTE 3 � I =� » � � � NOTE 3 CEILING CENTER �0' MOUNTED AS NOTED (2) 2x4 WOOD TOP PLATES REFRIG. } - e lBARANCHORED TO EXISTINGI / - �� . NOTE 6 STRUCTURE ABOVE 2x4 WOOD STUDS 0 '7 16' ON CENTER. NOTES: _j two BATT INSULATION - FOR \ ^ ENTERTAINING SOUND ISOLATION PURPOSES NOTE 2 (WALL TYPE S3 ONLY) 1. EXISTING/NEW WALL BROUGHT FLUSH TO AREA / ADJACENT WALL OR OPENING \ 1/2" GYPSUM BOARD. PREP. do PLANT ALL INTERIOR TAPE, MUD, do SAND ALL SIDES OF POCKETED AREA 2. FURNITURE TO BE PROVIDED BY OWNER, TYPICAL. EXISTINGDEO BUILT-IN JOINT SEAMS AND FASTENER FIAT BLACK (TYPICAL FOR ALL OFFICE 3. DEMO NORTH EXISTING BUILT-IN SEATING TO REMAIN > HOLES. POCKET ��) COLUMN UNE D) WING WALLNUPATO COLUMN LINE i SPACE � l TAPE/2" GYPSUM BOARD. 2. DO NOT DEMO ANY STRUCTURAL SUPPORT. MUD, do SAND ALL CONTACT DESIGN PROFESSIONAL IF THERE ISA QUESTION PRIOR OR DURING DEMOLITION. » JOINT SEAMS AND REPAIR ANY ADJACENT AFFECTED AREA. — — — — — — — — NEW 20 DEEP BUFFET FASTENER HOLES. 2x4 P.T. WD. SILL PLATE 2x4 P.T. WD. SILL PLATE 4. CONTRACTOR TO PROVIDE do INSTALL — — — ANCHORED INTO CONC. SLAB ANCHORED INTO CONC. SLAB REMOTE-OPERATED SHADES TO FIT FULL WIDTH & — HEIGHT OF WINDOWS INDICATED. D 104 BASEBOARD - SEE FINISH BASEBOARD - SEE FINISH S1 SCHEDULE SCHEDULE, TYP. 5. OUTLETS AND DEVICES TO BE INSTALLED IN AREAS 0 WORK WITH MILLWORK, FURNITURE OR EQUIPMENT SHALL BE STOR. FINISHED FLOOR FINISHED FLOOR, TYP. LOCATED IN A MANNER TO READILY PERMIT ACCESS o LAI- AND USE. CONTRACTOR SHALL COORDINATE N77 L — — _ LOCATIONS AND MOUNTING HEIGHTS WITH ' ARCHITECTURAL DRAWINGS. _ I I 6. FIREPLACE: Purename - 30.7' Silver Window Flame EXISTING ENCLOSED 52 UN-INSULATED PARTITION I I Biof iel Fireplace. FINISH: BRUSHED 304 STAINLESS °0 BATHROOM FIREPLACE TO REMAIN EXISTING FOUNDATION S' I I STEEL Dimensions: 30.71. x 9.5W x 22.8H WALL-MOUNTED TV S3 INSULATED PARTITION I I I I MEDIA ROOM SQUARE FOOTAGE CHART A/C I I COND. L - - - - - - - After A/C , SPACE renovation [sq ft] STOR ENTERTAINING AREA 759 4 D110 o MEDIA ROOM 206.8 NOTE 2 N NOTE 1 EXISTING BALCONY STORAGES IN MEDIA ROOM 20.8 FAMILY L STRUCTURE FAMILY ROOM 132.9 ROOM ( W SEALANT HALF BATH 36 ( STOR. 2 \�:lx2 PRESSURE TREATED FOYER 47 I o _ FOYER WOOD TRIM STORAGE 2 27 STRAGE 3 28.5 GAS NOTE 1 I NOTE 1 W UP AI NEW/EXISTING GYP. BD. CEILING SPACE Existing to D109 D108 2 2x4 WOOD TOP PLATES remanin ANCHORED TO EXISTING [sq ft] GAS STRUCTURE ABOVE -0" HAIHALF BATH (LL107 _ _ _ _ _ _ _ HARDIEBOARD PANEL ON LAUNDRY ROOM 73.8 I STOR. NEW THRESHOLD, TYP. No. REVISION/ISSUE DATE VAPOR BARRIER � BATHROOM 119.8 i 3 � REFER TO 2-A/200 LAUNDRY 1/20 PLYWOOD SHEATHING ON DOUBLE 2x4 TOP PLATE STORAGE 4 14.5 0 ROOM WD 2x4 STUDS 0 16. O.C. INFILL WALL CLOSED-CELL SPRAY FOAM PROPOSED INSULATION PROVIDE MIN. VARIES R-11 VALUE IN WALL FIRST FLOOR FLAT METAL COUNTERTOP 1/2" GYPSUM BOARD. SUPPORT BRACE TAPE, MUD, do SAND ALL PLAN JOINT SEAMS AND 1/2 GYP BD. - TAPE, MUD, do FASTENER HOLES. SAND JOINT SEAMS AND ALL 2-CAR �C WALL TYPES PAINT FINISH FASTENER HOLES. GARAGE 2x4 P.T. WD. SILL PLATE 2x4 WD STUDS 0 16' O.C. I ANCHORED INTO CONC. SLAB 2x4 P.T. WD. SILL PLATE BASEBOARD - SEE FINISH ANCHORED INTO CONC. SLAB NEW SCHLUTER SYSTEM NEW HARDWOOD FLOOR SCHEDULE BASEBOARD - SEE FINISH EXISTING CERAMIC TILE FINISHED FLOOR SCHEDULE FINISHED FLOOR UNDE�AYME� PERMIT - - - - - - - - - - - - - - -lid - - THIN SET CONCRETE SLAB DOCUMENTS A/C S5 REFER TO 1 do 2/A-500 S4 CONE. 00130225 CMM AS SHOWN 5-09-13 NOTE: TOP ARCHITECTURAL TREATMENT OF PROJ. NO. DWN BY SC -E - DATE EXTERIOR VARIES DEPENDING ON LOCATION (REFER TO ELEVATIONS do DETAILS) A- 20 3 WALL TYPES 2 THRESHOLD DETAIL 1 PROPOSED FIRST FLOOR PLAN � A-200 SCALE: 3/4" = 1'-0" A-200 SCALE: 6" = 1'-0" z A-200 SCALE: 1/4" = 1'-0" "` TRAGER RESIDENCE RENOVATION ELLIPSE FOCUS POINT. TV. —A ,c,,,,—� First Floor Upgrades : LIGHTING REFLECTED CEILING PLAN LEGEND: CUENT• EXISTING GYPSUM „ .. 3 BOARD CEILING SYSTEM 0 Mr. Mitch and Mrs. Bet r r TY� • 9 NEW GYPSUM BOARD 1771 Beach Avenue 0 . O CEILING M Atlantic Beach FL 32233 _NEW LIGHT NEW LIGHT NEW LIGHT SYSTEM BOX`NO. 1 EMI:LIGHT .. BOX ,NO. 2 BOX:NO. 3 j .. � X LA0. 1 BOX`LA0:3 c SUPPORT �. r- NEW PLYWOOD SOFFlT ARCHITECT ALLTHREAD E/10'/' i i - - � ( ) i .: - REFER T ao 0 2/A-250 AND XLOCATIONTYP. BO 3 A-250 FOR UGHT BOX � / / VIA Concepts, LLC IV „ r DETAILS. p , 3. 9. 7–11 7 11 5 11 / FIELI) VERIFY FIE1D VER , NEW CEILING FAN Jacksonville Beach, FL 3 - Street North 1807 Third . . ,• M2 � eaoI� o + o w o 0 0 ,. CE ELIJPSE Sp FOCUS 6 EXISTING , . 0 EXISTING COLUMN, TYP. - POINT, TYP. COLUMN, lYP. o . NEW,SUPPLY . i O EXISTING CLG HT OO NG CAN LIGHT DIFFUSER NEW LIGHT VALANCE, CLG .HT • 8 9 • ON VERTICAL SO TYPICAL. REFER TO 8'-9" EXISTING FLUSH MOUNT TYPICAL –250 O CEILING LIGHT CLG HT 4A 0 � CLG HT EXISTING TRACK LIGHT r 0 0 0 0 ., TYP. _8 0 SUPPLY DIFFUSER : : TT RETURN DIFFUSER 11" IffTrm O ZZZA O O NEW LOCATION OFolzzzzl , ELLIPSE' FOCUS ® SECURITY SENSOR, 0 `� 1 �:::. POINT, ® Z ® SUPPLY DIFFUSER AND Q ® 0 CAN LIGHT TRACK FOR NEW EXISTING CEILING ''/ SLIDING DOOR NEW SUPPLY DIFFUSER TO REMAIN CLG HT o O CEILING MOUNTED LIGHT r5N� PARTIAL DIMENSIONED CEILING PLAN 0 AND CAN LIGHT I A-250 SCALE: 1/4" = 1'-0° CLG HT Q NEW VALANCE 8'-10" TYP I X7 NEW CEILING MOUNTED TRACK LIGHT O O OL I LIGHT FAN SWITCH GYPSUM BD. CEILING � / O� ELEV: 8'-9" AFF so SMOKE DETECTOR FIXTURE W/ (2) T-5 LAMPS GYPSUM BD. SOFFIT ELEV.- 8'-0' AFF LIGHT VALANCE: (2) 1x6 and (1) 1x4 CLG HT PLANT–GRADE WOOD, PLANTED AND CLG HT NEW LOCATION -�-- 7'-6' OF RETURN MOUNTED TO WALL AT HEIGHT SHOWN 8'-10" KEY NOTE LEGEND: ............. . ............. DIFFUSER TOP OF LIGHT VALANCE 1 ` ELEV. T-3' AFF — — — EXTERIOR STUD WALL (REFER TO SECTIONS) 00 • ( 1 10 PATCH EXISTING CEILING WHERE DISTURBED BY VN M DEMOLITION, TYPICAL. CLG HT 2O INSTALL REMOVED CAN LIGHTS IN NEW INDICATED T-6 1/2" LOCATIONS. REMOTE–OPERATED MOTORIZED WINDOW SHAD 2Ool 4 LIGHT VALANCE SECTION DETAIL 3O INSTALL do RELOCATE EXISTING SECURITY SENSORS IN A-250 SCALE: 1" = 1'-0" NEW INDICATED LOCATIONS. - 40 INSTALL dt RELOCATE EXISTING SUPPLY DIFFUSER IN \` 1 - NEW INDICATED LOCATIONS. 0 ® 1 x TRIM , PAINTED do APPLIED TO CEILING AS SHOWN. WOOD JOIST © NEW WRAPPED BEAM, IF EXISTING SITE CONDITIONS i REQUIRE EXISTING CEILING 1x4 PAINT–GRADE WOOD "END', PAINTID OTO REMAIN INTERMEDIATE 1x6 SUPPORT FOR LAMPS 7O RELOCATED CEILING FAN CLG HT WD. BLOCKING FOR LIGHT BOX CLG 'HT CLG HT 8'-11' SUPPORT FASTENED BETWEEN FIXTURE W/ (2) T-5 LAMPS; USE VARIOUS00 8'-0 Ty4"5/8'' LA0. REVISION/ISSUE DATE JOISTS. LENGTHS IN COMBINATION TO ACHIEVE OVERALL i LENGTH NEW DROPPED CEILING IN NEW CEILING GYPSUM BD. CEILING --a STRUCTURAL COLUMN, EXISTING ORDER TO PROVIDE SPACE L PROPOSED• 1/4" DIA ALLTHREAI) W/ SLEEVE, NECESSARY TO REROUTEELEV: 8–9 AFF REFER TO RCP FOR LOCATIONS PLUMBING FROM 2ND FLOOR 1x4 PAINT GRADE WD, PAINTED, TYP. FIRST FLOOR GYPSUM BOARD CEILING 1 1/4" DIA. ALLTHREAD W/ SLEEVE, \ REFLECTED � REFEIZ TO RCP FOR LOCATIONS I � EXISTING CEILING � TO REMAIN CEILING PLAN 7" AND DETAILS FIXTURE W/ (2) T-5 LAMPS; MOUNT SO LAMP IS AT HEIGHT SHOWN LIGHT BOX LAMP FIXTURES INTERMEDIATE 1x6 PAINT GRADE WOOD LIGHT BOX NUMBER 1 2 3 SUPPORT FOR LAMPS, PAINTED PERMIT OVERALL LENGTH OF BOX 13'-8" 16'-5" 11'-3' DOCUMENTS 0 I I M C V ENTS NO. AND LENGTH OF LAMPS (2) 6'-0" FIXTURES (2) 5'-0" FIXTURES (1) 5'-0" FIXTURE, 1x4 PAINT GRAIL WOOD, PAINTED, (ONE EA. SIDE OF (ONE EA. SIDE OF (1) 4'-0" FIXTURE TYPE COLUMN) COLUMN) 00130225 CMM AS SHOWN 5-09-13 PROJ. NO. DWN BY SC DATE j NUT AND CAP 'ACORN' NUT 3 LIGHT BOX SECTION DETAIL LIGHT BOX DETAIL 1 PROPOSED FIRST FLOOR REFLECTED CEILING PLAN �. A-250 SCALE: 3" = 1'-0" A-250 SCALE: 1" = 1'-0" A-250 SCALE: 1/4" = 1'-0" A— 250 '� ' I 1 2 TRAGER RESIDENCE RENOVATION I First Floor Upgrades ............ ....... CUENT Mr. Mitch and Mrs. Beth Trager 1771 Beach Avenue Atlantic Beach, FL 32233 MCHffECT i VIA Concepts, LLC 1807 Third Street North Jacksonville Beach, FL 32250 a►MOM4 I ....................... I I EXTERIOR ENCLOSURE REPLACEMENT, TYPICAL I I I I i I 3 NORTH ELEVATION A-300 SCALE: 1/4" = 1'-0" � I 2 1 D C B A I � a a EXISTING BALCONY STRUCTURE I E I I I .I III L E I I AND RAILINGS TO REMAIN 1 11ii ) i ! EXISTING BALCONY STRUCTURE 1 I } AND RAILINGS TO REMAIN N0. REVISION/ISSUE DATE PROPOSED EXISTING BALCONY STRUCTURE EXISTING BALCONY STRUCTURE EXTERIOR i AND RAILINGS TO REMAIN # _ _ 1 a I L 1 # i L I i I 4 AND RAILINGS TO REMAIN ELEVATIONS j jj ii II III I NEW HAI2DIEBOARD 'VALANCE" AND BUILT—OUT ❑ C I I r — — — — — — I //— — — — — — — — — /r — — — — — I HARDIEBOARD BOX WRAPPING COLUMN ALIGN WITH RAILING EXISTING 6x6 WOOD COLUMN TO REMAIN ABOVE I — I EXISTING 6x6 WOOD COLUMN TO REMAIN. AS SHOWN I I I I I I GRADE BEYOND II II II II I I PERMIT I II I I I I I I I I I NEW WOOD TRIM NEW EXTERIOR WALL TO REPLACE I I I , I I I DOCUMENTS EXISTING ENCLOSURE I I I I I I I NEW EXTERIOR WALL TO REPLACE I I I I I EXISTING ENCLOSURE 00130225 IKM -OWN —09-13 Ll 4—J. I L A PROJ. N0. DWN BY SCALE DATE A- 30 r� 2 SOUTH ELEVATION Ti 1 EAST ELEVATION A=300 SCALE: 1/4" = 1'-0" A-300 SCALE: 1/4" = 1'-0" i ti I II TRAGER RESIDENCE RENOVATION NEW LIGHT BOX First Floor U C rales EXISTING STRUCTURAL EXISTING STRUCTURAL FIREPLACE: " EXISTING STRUCTURAL `' COLUMN, GYPSUM BOARD QUARTZ COUNTERTOP: COLUMN, GYPSUM BOARD FIREPLACE PureFlame 30.7 COLUMN, GYPSUM BOARD AND STUD FURRING ® 3/4" HANSTONE AND STUD FURRING 0 PureFlame - Silver Window Flame AND STUD FURRING COLUMN 'STERLING GREY' COLUMN 30.7 Silver COLUMN Window Flame SHELVES cuErrr WRAPPED QUARTZ COUNTERTOP: 3/4" Mr. Mitch and Mrs. Beth Trager CABINET I = HANSTONE 'STERLING GREY' 1771 Beach Avenue N "' Atlantic Beach, FL 32233 2'-6- 2'-7- ARCHITECT VIA Concepts, LLC I 13 INT. EL. - FIREPLACE 12 INT. EL. - FIREPLACE 11 INT. ELEV. - FIREPLACE Jacksonville Street North A-301 SCALE: 1/4" = 1'-0" A-301 SCALE: 1/4" = 1'-0" A-301 SCALE: 1/4" = 1'-0" M26WI&% ' POCKETED TRACK BEYOND NEW LIGHT VALANCE, NEW BUILT-IN FURRED WALL REFER TO 4/A-250 SHELVING /F 7 EXISTING TOILET TO REMAIN QUARTZ COUNTERTOP & FULL-HEIGHT TILED 00 BACKSPLASH: 3/4" i / ACCENT WALL 24"x36" 20" DEEP CAMBRIA 'WHITNEY' �, MIRROR MILLWORK & I EXISTING I NEW MILLWORK, COUNTERTOPI OPENING I " SINK, & MIRROR =: m� QUARTZ COUNTERTOPS ' I I m 0, I I (: & BACKSPLASH: 3/4" � HANSTONE _ p �' 'IVORY WAVE' - CV D618 636 836 D818 » DB12 5827 POCKET FOR SLIDING 1 -10 SLIDING DOORS - NEW BASE CABINETS - DOOR BEYOND STORAGE 1 SPRINGPOINT OF FURRED WALL REFER TO SCHEDULE COLOR & STYLE TO BE SELECTED BY OWNER, TYP. 10 INT. EL. - BUFFETr_9'� INT. EL. - MEDIA ROOM 8 INT. ELEV. - HALF BATH A-301 SCALE: 1/4" = 1'-0" A-301 SCALE: 1/4" = 1'-0" A-301 SCALE: 1/4" = 1'-0" EXISTING STRUCTURAL EXISTING STRUCTURAL COLUMN, PAINT FINISH COLUMN, PAINT FINISH NEW LIGHT BOX, NEW LIGHT BOX, NEW LIGHT BOX, 2�_7» REFER TO 2&3/A-250 REFER TO 2&3/A-250 REFER TO 2&3/A-250 QUARTZ COUNTERTOP & EXISTING STRUCTURAL QUARTZ COUNTERTOP: BACKSPLASH: 3/4" 3/4" HANSTONE FRAMED COUNTERTOP & HANSTONE 'STERLING GREY' COLUMN, PAINT FINISH 'STERLING GREY' I QUARTZ END CAP: WALL BEYOND ;., OPENING / » PARTITIONHALF HT. QUARTZ COUNTERTOP & 3/4' CAMBRIA WHITNEY BACKSPLASH: 3/4" HALF WALL SUPPORTING CAMBRIA 'WHITNEY' 11 COUNTERTOP = to 200WINE WINE SLOT M WASHER D812 SB36 B18 » EXISTING MILLWORK BASEBOARD CONTRACTOR TO NEW BASE CABINETS - VERIFY REQUIRED COLOR & STYLE TO BE OPENING SIZE SELECTED BY OWNER, TYP. ISSUE 7 INT. EL. - KITCHENETTEr_6"� INT. EL. - KITCHENETTE 5 INT. ELEV. - KITCHENETTE N0. REVISION/ DATE A-301 SCALE: 1/4" = 1'-0" INt301 SCALE: 1/4" = 1'-0" A-301 SCALE: 1/4" = 1'-0" INTERIOR NEW LIGHT VALANCE, NEW LIGHT VALANCE, 1 1/2" WIDE FLAT REFER TO 4/A-250 REFER TO 4/A-250 STOCK TRIM AT QUARTZ COUNTERTOP & ��" VARIES NEW LIGHT BOX, ELEVATIONS EXTERIOR DOOR, TYP. BACKSPLASH REFER TO 2&3/A-250 FLAT METAL QUARTZ COUNTERT( i FULL-HEIGHT TILED - COUNTERTOP EXISTING 3/4" HANSTONE ACCENT WALL: T _ QUARTZ COUNTERTOP & SUPPORT BRACE 'STERLING GREY' `I BACKSPLASH: 3/4" IFCOLUMN,RP NT VOGUEBAY MEfALUXE r` t�sc��i 'WHITNEY'MOSAIC ULTIMATE " ,/� I CAMBRIA FINISH BACKSPLASH:N3/4"'( PLUS IN 'ALLOY' LES I CAMBRIA 'WHITNEY' j SIDE DD C-� - D NEW MILLWORK - h11GC I l 1 I I I COLOR & STYLE TO BE o o I I SELECTED BY OWNERPERMIT NEW BASE CABINETS - B36 B36 DB15 RE-LOCATED DRINK BASEBOARD DOCUMENTS COLOR & STYLE TO BE COOLER; CONTRACTOR SELECTED BY OWNER, TYP. TO PROVIDE ELECTRICAL _ _ _ _ �! _ _ _ _ 00130225 CMM AS SHOWN/ 5-09-1 CONNECTION PROJ. NO. DWN BY DAT i 4 INT. ELEV. - KITCHENETTE 3 INT. EL. - KITCHENETTE 2 SECTION - BAR 1 INT. EL. - KITCHENETTE = 1'-0" A-301 SCALE: 1 4" = 1'-0" A-301 SCALE: = 1'-0" A-301 SCALE: 1 4" = 1'-0" A-301 SCALE: 1/4" _ / / A- 3 �t T RAG E R RESIDENCE RENOVATION ISI ' i First Floor Upgrades m —I— CUENT Mr. Mitch and Mrs. Beth Trager 1771 Beach Avenue Atlantic Beach, FL 32233 ARCHrrECT I VIA Concepts, LLC 1807 Third Street North Jacksonville Beach, FL 32250 M2W1&% :T— a o C po" Bill ............. .... ...... BALCONY EXISTING BALCONY STRUCTURE AND RAILINGS TO REMAIN THIRD FLOOR HEIGHT ....... cu oL THIRD FLOOR HEIGHT ELEV. 23'-5 1/2' (FIELD VERIFY) — ELEV- 23'-5 1/2- (FIELD VERIFY) —F BALCONY I NO. REVISION ISSUE DATE DEMOLISH EXISTING FLOOR & WOOD FRAME M EXISTING DEPRESSED SLAB (TO REMAIN). NEW CONCRETE EXISTING BALCONY STRUCTURE .................. ........... SLAB POURED OVER DEPRESSED SLAB AND RAILINGS TO REMAIN REFER TO FOUNDATION PLAN. ...... ...... NEW HARDIEBOARD 'VALANCE' BUILDING U/SIDE OF 2ND FLOOR STRUCTURE .. . . . . ... ....... &, U/SIDE OF 2ND FLOOR STRUCTURE ELEV.- 8--10 1/2' (FIELD VERIFY) EXISTING BALCONY STRUCTURE ELEV. 8--10 1/2' (FIELD VERIFY) AND RAILINGS TO REMAIN SECTIONS EXISTING JOISTS TO REMAIN EXISTING 6x6 WOOD COLUMN TO REMAIN. NEW EXTERIOR WALL TO REPLACE ENTERTAINING GRADE BEYOND NEW EXTERIOR WALL TO ROME EXISTING ENCLOSURE EXISTING ENCLOSURE AREA ENTERTAINING AREA NEW HARDIEBOARD COLUMN WRAP NEW CONCRETE SLAB TO REPLACE I I I I III I I i i NEW CONCRETE %Q TO ROME EXISTING WOOD FRAME FOUNDATION I EXISTING WOOD FRAME FOUNDATION (ORIGINAL FOOTPRINT RETAINED) I I I EXISTING TILE PATIO & DRAIN TO REMAIN 4L GROUND FLOOR HEIGHTGROUND FLOOR HOW PERMIT "F ELEV- 0'-0* OL 0'-0* ELEV. f DOCUMENTS LT— F7 -j- 00130225 CMM AS SHOWN 5-09-13 PROJ. NO. DWN BY CALE DATE J/ A- 40 2 NORTH -SOUTH SECTION 1 EAST-WEST SECTION A-400 SCALE: 1/4" = 1'-0" A-400 SCALE: 1/4" = 1'-0- '07 4L= TRAGER RESIDENCE RENOVATION HARDIEBOARD PANEL 1x PRESSURE TREATED WOOD TRIM, p( COLUMN First Floor Upgrades PAINTED, TYP. 1x PRESSURE { — HARDIEBOARD PANEL -- PAINTED, TYP. TREATED WOOD TRIM, I CLIENT EXISTING COLUMN 1x PRESSURE TREATED WOOD TRIM, PAINTED Low Mr. Mitch and Mrs. Beth Trager HARDIEBOARD PANEL 1771 Beach Avenue � � a Atlantic Beach, FL 32233 cy r W Lm7 Awy i ���� 7 1`=�f 2x PT WD TRIM PIECE ARCHITECT 2x PT WD TRIM PIECE VIA Concepts, LLC 1807 Third Street North Jacksonville Beach, FL 32250 3 PLAN DETAILS AT COLUMNS "��' ` A-500 SCALE: 1" = 1'-0" II I A 2 BALCONY � I ._ .. ..... EXISTING RAILINGS TO REMAIN I EXISTING RAILINGS TO REMAIN EXISTING WATERPROOFED TILE ......................... . FLOOR ON EXISTING 2x 00 EXISTING WATERPROOFED TILE WOOD BALCONY DECK FLOOR ON EXISTING 2x DOUBLE 2x4 TOP PLATE do BLOCKING WOOD BALCONY DECK ' I SECOND FLOOR HEIGHT — — — I All SECOND FLOOR HEIGHT Y— — ELEV. 9'-7" AFF (FIELD vFJt M �y -- -- _� __ _ _ . 9'-7' AIF FIELD VERT U/SIDE OF 2ND FLOOR STRUCTURE ° — — U/SIDE OF 2ND FLOOR STRUCTURE NEW GYPSUM BD. CEILING � NEW GYPSUM BD. CEILING — — ' ELEV. 8'-9" AFF L• . 8'-10 1/2" AFF (FIELD vERiM ELEV. 8'-9" AFF LlEV: 8'-10 1/2" AFI- (FIELD VERIFY) NEW 1x PRESSURE TREATED WOOD TRIM, I I I PAINTED I 1 2" PLYWOOD FRAMED SOFFIT I' 1)2 PRESSURE TREATED I / - DOUBLE 2x4 TOP PLATE do BLOCKING I I EXISTING STRUCTURE TO EXISTING JOIST 2x4 WOOD BLOCKING EXISTING JOIST, TYP. I I REMAIN (FIELD VERIFY) FRAMEDSOFFIT I I I CLOSED CELL SPRAY FOAM INSULATION - I CEILING Baow BALI - ABOVE EILI CLOSED (EY LL SPRAY FOAM INSULATION ( LIGHT BOX, REFER TO 2 do 3/A-250 ABOVE CEILING (BELOW BALCONY) AND I 2x4 MOOD BLOCKING PROVIDE MIN. R-25 VALUE LIGHT VALANCE, REFER TO 4/A-250 I 1 x PRESSURE TREATED WOOD TRIM, I I IN WALL ROUND CIRCULAR SOFFIT VENT DIA. 2" PROVIDE MIN. R-11 VALUE IN WALL do � yy $��� 0 24" O.C. PAINTED I MIN. R-25 VALUE ABOVE CEILING. I W/ SCREEN, GYPSUM BOARD W/ PAINT FINISH I LIGHT VALANCE, REFER TO 4/A-250 I I I HARDIEBOARD PANEL ON I; GRADE BEYOND I I 1/2" GYPSUM BOARD W/ PAINT FINISH I' VAPOR BARRIER I 1/2" PLYWOOD SHEATHING ON ENTERTAINING AREA I EXISTING STRUCTURAL I WD 2x4 STUDS o 16" O.C. N0. REVISION/ISSUE DATE VAPOR DEXPANEL ON COLUMN TO REMAIN I EXISTING 6x6 WD. COLUMN BEYOND CLOSED—CELL SPRAY FOAM INSULATION I I I ENTERTAINING AREA ;li I IN WALL. PROVIDE MIN. R-11 VALUE. I I !� I 1/2" PLYWOOD SHEATHING ON I (' (} WD 2x4 STUDS 0 16" O.C. =I I SECTIONS AND NEW TURN—DOWN POURED CONCRETE SLAB I I NEW TURN—DOWN POURED CONCRETE SLAB BASE AS SCHEDULED i I, WITHIN ORIGINAL FOOTPRINT OF DEMOLISHED I I BASE AS SCHEDULED I WITHIN ORIGINAL FOOTPRINT OF DEMOLISHED !. I FOUNDATION. FLOOR FINISH AS SCHEDULED I I NEW TURN—DOWN POURED I' FOUNDATION. DETAILS �I I I CONCRETE SLAB TO EXTENTS FLOOR FINISH AS SCHEDULED I 1I EXISTING SIDEWALK TO REMAIN OF EXISTING CONCRETE I EXISTING PATIO TO REMAIN FOUNDATION _ _ _ _ _ _ _ _ _ _ _ _ _ _ GROUND FLOOR HEIGHT — — — — — — I — — — — — — — GROUND FLOOR HEIGHT 1 — L PERMIT DOCUMENTS L — — — — — — - — 00130225 CMM AS SHOWN 5-09-13 PROJ. NO. Di BY ALE DATE TiN s A- 50 - E LARGED SECTION ENLARGED SECTION ;� A-500 SCALE: 3/4" = 1'-0" A-500 SCALE: 3/4" = V-0" = I i _ MATERIAL SELECTIONS & FIRST FLOOR ROOM FINISH SCHEDULE TRAGER ABBREVIATIONS: SPACE FLOOR WALLS CEILING REMARKS / OTHER REQUIREMENTS RESIDENCE NORTH SOUTH EAST WEST CPT — CARPET: OWNER TO CHOOSE COLOR/PATTERN. DESIGNATION MAT. FINISH BASE MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. N. RENOVATION CT — CERAMIC TILE: AMERICAN OLEAN COLORBODY ENTERTAINING AREA WD — WB GWB PT GWB PT GWB PT GWB PT GWB — PORCELAIN TILE. 12"x12' ANTISSA TILE IN ASH TAUPE (AN86) OR EQUIVALENT PRODUCT AS KITCHENETTE WD — WB GWB PT GWB PT mm PT GWB PT GWB — CHOSEN BY OWNER. MEDIA ROOM WD — WB GWB PT GWB PT GWB PT GWB PT GWB PATCH, REPAIR, do RE—PAINT SOFFITS AS NECESSARY First Floor UpgrC1d2S _ WD WB GWB PT GWB PT GWB PT GWB PT GWB - T. FINISH TO REMAIN STORAGE 1 ETR EXISTING MA - PT GWB PT GWB PT GWB - FOYER WD WB GWB PT GWB EXP - EXPOSED _ cuter STORAGE 2 WD - WB GWB PT GWB PT GWB PT ETR ETR ETR GWB - GYPSUM WALL BOARD STAIR ETR - ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR NO WORK IN STAIR _ � � � � � � ETR ETR NO WORK IN LAUNDRY ROOM Mr. Mitch and Mrs. Beth Trager MT — GLASS/STONE MOSAIC TILE: MARAllI CRYSTAL LAUNDRY ROOM ETR ETR ETR STONE" IN GOLD HALF BATH �; SEE — CT GWB PT GWB PT GWB PT GWB MT GWB PATCH, REPAIR, & RE—PAINT SOFFITS AS NECESSARY; 1771 Beach Avenue NOTE 2 GLASS/STONE MOSAIC TILE ON WEST WALL ONLY Atlantic Beach, FL 32233 ' PT — PAINT: BRAND AS SPECIFIED, COLOR TO MATCH EXISTING FAMILY ROOM WD — WD GWB PT GWB PT GWB PT GWB PT GWB PATCH, REPAIR, do RE—PAINT SOFFITS AS NECESSARY SC —SEALED CONCRETE FLOOR STORAGE 3 WD — WD GWB PT GWB PT GWB PT GWB PT GWB — ARCHITECT STORAGE 4 WD — WB ETR ETR ETR ETR ETR ETR ETR ETR ETR — WB — 'WOOD BASEBOARD, 4' HIGH; SPECIES, STAN, & BATHROOM ETR _ ETR ETR PT ETR PT ETR PT ETR PT GWB BATHROOM WALLS TO BE PAINTED VIA Concepts, LLC SHAPE TO MATCH WOOD FLOOR 2-CAR GARAGE ETR _ ETIR ETR ETR ETIR ErR ETR EM EM ETR ETR NO WORK IN GARAGE 1807 Third Street North WD — WOOD FLOOR: ARMSTRONG ENGINEERED HARDWOOD Jacksonville Beach, FL 32250 6W1 PLANK 5' WIDE IN HICKORY NATURAL OR EQUIVALENT PRODUCT AS CHOSEN BY OWNER ROOM FINISH SCHEDULE GENERAL NOTES: 1. CONTRACTOR SHALL SUBMIT COLOR k MATERIAL SAMPLES TO OWNER do ARCHITECT FOR FINAL APPROVAL / VERIFICATION. 2. EXISTING FLOOR TILE IN HALF BATH SHALL REMAIN. EXPANDED AREA OF HALF BATH TO BE TILED WITH MATCHING TILE REMOVED FROM ADJACENT LOCATIONS (WHICH WILL BE RECEIVING NEW FLOORS). DOOR SCHEDULE DOOR HARDWARE SCHEDULE OPENING TYPEDSR SET NUMBER FUNCTION HARDWARE DESCRIPTION NOTES HEIGHT DOOR FRAME HARDWARE NOTES DOOR WIDTH � ENTRANCE LEVER LOCKSET — 1 D 101 2'-6' 6'-8' E—F_ E—W 1 --- 1 h PAR BUTT HINGES SINGLE CYLINDER DEADBOLT CLOSER D 102 PR. 2'-6" 6'-8' E—FL E—W 1 THRESHOLD 1 SET WEATHERSTRIP D 103 2'-6' 6'-8' E—FL E—W 1 2 PRIVACY LEVER LOCKSET — D 104 5'-4', 2'-6' 7'-0' SL—CUSTOM — — CUSTOM SLIDING DOOR HUNG FROM OVERHEAD TRACK 1 )j PAR BUTT HINGES PRIVACY THUMBTURN LOCK D 105 PR. 2'-4" 6'-8" P I—W 3 D 106 PR. 3'-0' 6'-8" P I—W 3 3 PASSAGE LEVER LATCHSET WINDOW S ' � PAR BUTT "'"GES 07 2'-8' 6'-8" P I—W 2 BOL ROUGH OPENING TYPE FRAME SCREEN? GLUING REMARKS — D 10 2'-8' 6'-8' SL—P I—WP 4 PROVIDE PRIVACY LOCK FOR POCKET DOOR 4 POCKET DOOR POCKET DOOR TRACK SYSTEM WIDTH HEIGHT SQ. FT. RETRACTABLE DOOR PULL w1 3'-6" 3'-4' FIXED GLASS VINYL CLAD NO 8.7 D 109 2'-0' 6'-8' SL—P I—WP 4 CONCEALED DOOR BUMPER / STOP 0 1'-4' 6'-0' FIXED GLASS VINYL CLAD NO 5.0 D 11 2'-0" 6'-8' SL—P I—WP 4 0 3'-8 1/2' 60_0" FIXED GLASS VINYL CLAD NO 9.5 — 5 BIFOLD DOOR KNOB DOOR PULLS 1 Jj PAR BUTT HINGES BIFOLD HARDWARE do TRACK VALENCE TRIM 0 TRACK i L N DOOR SCHEDULE GENERAL NOTES: 6 EXTERIOR EXTERIOR GRADE SLIDING DOOR COORDINATE WINDOW SCHEDULE GENERA NOTES SLIDING DOOR TRACK (TOP do BOTTOM), LOCKING 1.0 1. ALL WINDOWS SHALL COMPLY WITH ALL LOCAL & FLORIDA BUILDING CODE REQUIREMENTS AND DESIGN PRESSURES. 1• � DOOR eHARDINARE AND ACCESSORIES SHALL BE MANUFACTURED BY CORBIN RUSSWIN OR EQUIVALENT AS APPROVED BY OWNER. GUIDES, ROLLERS, dt OTHER MECHANISM WITH 2. STYLE AND FINISH OF LEVERS SHALL MATCH EXISTING DOOR HARDWARE. ASSOCIATED HARDWARE OWNER 2. CONTRACTOR SHALL VERIFY ALL WINDOW SIZES PRIOR TO ORDERING WINDOWS. 3. CONTRACTOR SHALL VERIFY SPECIFIED HARDWARE SERIES/FUNCTION IS ACCEPTABLE TO OWNER PRIOR TO PURCHASING. 3. WINDOWS SHALL BE MANUFACTURED BY PGT OR APPROVED MANUFACTURER OF EQUIVALENT QUALITY (ARCHITECT TO APPROVE). 4. NEW HARDWARE SHALL BE KEYED SIMILARLY TO EXISTING HARDWARE. CONTRACTOR SHALL COORDINATE KEYING REQUIREMENTS WITH OWNER. 4. CONTRACTOR SHALL COORDINATE GLASS TINT COLOR WITH OWNER. SLIDING TRACK ABOVE • DR. WIDTH DR. WIDTH DR. WIDTH. DR. WIDTH LDR. WIDTH " cD w 3'-6" 3-8 _ _ ckz = x W s S o S S N0. REVISION/ISSUE DATE N) E—FL P SL—P SL—CUSTOM GLAZED EXTERIOR FIBERGLASS SWING INTERIOR PANEL FLUSH INTERIOR SLIDING DOOR /W TRACK W1 w2 w3 DOOR WITH FULL LITE WOOD SWING RR � SCHEDULES HOLLOW CORE SET R , DOOR TYPESDOOR FRAME & WINDOW TYPES SCALE: 1/4 = , -0 SCALE 1/4' = 1'-0" WNDOW TYPES DR. WIDTH DR. WIDTH DR. WIDTH S2 S2 m7 WW W � az O C> s PERMIT DOCUMENTS E—W I—W I—WP SOUD WOOD EXTERIOR DOOR WOOD FRAME, PANTED TO MATCH WOOD FRAME /W POCKET DOOR 00130225 CMM , 5-09-1 FRAME WITH FIBER CEMENT DOOR EXISTING ADJACENT FRAMES — TRIM FRAMING SYSTEM, PAM TO MATCH PROJ. NO. DWN BY A DA CASING — TRIM PROFILE TO MATCH PROFILE TO MATCH EXISTING EXISTING ADJACENT FRAMES — TRIM EXISTING PROFILE TO MATCH EXISTING FRAME TYPE A- 8 SCALE: 1/4' = 1'-0' "IV TRAGER RESIDENCE RENOVATION First Floor Upgrades X CLIENT EXISTING SEWER PIPING FROM HOUSE CONNECTED Mr. Mitch and Mrs. Beth Trager 1771 Beach Avenue TO EXISTING PUMP S-5 --m* —SINK IN FLORIDA ROOM Atlantic Beach, FL 32233 TO BE REMOVED, REFER TO NOTES VENT THROUGH ROOF ARCHITECT DW-1 L , - I I VIA Concepts, LLC 1807 Third Street North S-6 I Jacksonville Beach, FL 32250 M2sool&% X X i I � I NEW SINK ON THE ISLAND WITH AUTOMATIC AIR VENT, TIE TO EXISTING PLUMBING SYSTEM r I LAV— P-1 , I I i LAV-1 BT-1 I i We-1 I SINK IN MEDIA ROOM I S-1 I WM P-4 BT-2 - TO BE REMOVED, <WC-2 LAV-5 EXISTING 3RD FLOOR WASTE LINE TIED TO SANITARY LAV-6 SEWER PIPING NOTES: VENT THROUGH ROOF i.,=ES L�Es ME HEV I I I MD VMT RPM J I L I I S-3 BAR SINK, _2 N6 NN SW ON oWU I KITCHEN SINK, —♦— S-2 2ND FLOOR WA Wa*NW UwouHD:o.ED gym, i / I 2ND FLOOR s -1 a MALL HEV le' I � I I I I I S-5 I EXISTING PUMP AND �� SINK IN FLORIDA ROOM SANITARY SEWER PIPING, TO BE REMOVED do EXISTING SOIL i OUTDOORS 1�F LOOOR�, � STACK TO BE REROUTED I I LAV-3 P-2 , ST AT SECOND E D FLOOR, VERIFY SITE CONDITIONS I I I I / NEW SINK ON THE ISLAND I I � WITH AIR ADMITTANCE VALVE, LAV-4 I , I , 1 ST FLOOR 6 WM I WC-3 I S-6 $—fr I WC-4 i I DW-1 NEW DISHWASHER LP LAV-7 P-3 NO. REVISION/ISSUE DATE FA NEW SANITARY PIPING FOR —► / I I WC-5 2ND FLOOR, CONNECT TO LAV-5 I I S-4 �-- SINK IN MEDIA ROOM TO BE VENT THROUGH NEW SINK EXISTING SANITARY SEWERI / „ i I P-4 �i`1' RST FLOOR ROOF I'll I , LAV-6 BT-2 PLUMBING ESTIMATED LOCATION NEW SANITARY CONNECTION CHECK EXISTING SITE ;; I FROM 2ND FLOOR, CONDITIONS ;; i DIAGRAM & TIE TO EXISTING SEWER PIPING ON THE POSITIVECUT AND CAP OFF SOIL � STACK PIPING REROUTE TO i i I I PLUMBING SLOPE (DOWNWARD) SIDE W/ / CONNECT W/ NORTHERN I MIN. OF 10 FT. AREA OFWASTE LINE/GRAVITY FLOW ii L DRAIN LINE. I TO STREET CONNECTION _ EXISTING SANITARY PIPING �� PLAN � CONNECTED TO CITY UNE ;; I I I LAV-7I WM I S-6 -m7 WC-5 NEW SINK IN THE TOILET, 1 ST FLOOR PERMIT �- DOCUMENTS EXISTING SEWER IK PIPING CONNECTED PRO30 25 DWNMBY AS N —09-13 TO CITY LINE DATE Z r2-' PROPOSED PLUMBING PLAN 1 PLUMBING SANITARY & VENT RISER DIAGRAMAP- 1 0 P-200 SCALE: 1,/4" = 1'-0" P-100 SCALE: NO SCALE �J