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HomeMy WebLinkAboutBUILDING PLANSi LEVEL II RENOVATION FOR MR. AND MRS. ALBERT BIEHL 124 QUEEN ANN COURT FORT PIERCE, FL GENERAL NOTES SCANNtij cy UFACGTpRgA I) E�C�SHOWING WITHREMAIN FBCENERGYCODE MUgTCE UNTIL INSPECTION ALL NS E WINDOWS APPROVED ST. LITCTE CO& LNG DIVISION REVIFWED FOR CO E RE VIE1M ED DATE PLANS AND PERMIT MUST BE KEPT ON JOL' OR NO LNSPECTION WILL BE MADE, THESE PLANS AND ALL PROPOSFD WORK I ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM SUBCONTRACTOR SHALL COOPERATE WITH EACH OTHER AND WITH I& THE ARCHITECT 15 RICHARD BARNES. ARE SUBJECT TO ANY CORRECTIONS THESE DRAWINGS AS DATED ON THIS SHEET THE GENERAL CONTRACTOR TO PROVIDE MATERIALS AND LABOR THAT ARE NECESSARY IN = REQUIRED BY FIELD INSPECTORS 2 THE AIA GENERAL CONDITIONS, THE SUPPLEMENTARY GENERAL CON- EACH OTHERS WORK AT THE PROPER TIMES SO THAT THE CONSTRUCTION SCHEDULE I5 NOT AFFECTED. Il ALL DRAWINGS SPECIFICATIONS 4 COPIES THEREOF FURNISHED BY THE ARGHITEGf ARE AND SHALL REMAIN HI5 PROPERTY, NO THAT MAY BENECESSARYINORDEErTO DITIONS, AND GENERAL REQUIR.EMENT5 SHALL BE CONSIDERED AN THESE INTERFACING SHALL BE THE RESPONSIBILITY OF THE 5UB- CHANGES, ADDITIONS, OR DELETIONS MAY BE MADE WITHOUT HIS COMPLY WITH ALL APPLICAB:"--f`!}4rF INCLUSIVE PART OF THESE SPECIFICATIONS AND/OR DRAWINGS, ALL CONTRACTORS WHOSE WOW IS AFFECTED AS SUCH. PRIOR CONSENT. SUBCONTRACTORS, AS WELL AS THE GENERAL CONTRACTOR, SHALL BE GOVERNED BY ALL APPLICABLE SECTIONS OF THESE DOCUMENTS 8 ALL WORK SHALL BE PERFORMED BY QUALIFIED CONTRACTORS 18 THE ARCHITECT RESERVES ALL COMMON LAW COPYRIGHTS OR WITH REFERENCE TO THEIR RESPECTIVE AREAS OF WORK IT SHALL IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. OTHER RESERVED RIGHTS IN CONNECTION WITH THIS PROJECT BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ADVISE AND THESE DOCUMENTS. C.QNC�" jSiENERSORAI`! HIS SUBCONTRACTORS AND SUPPLIERS OF THESE REQUIREMENTS. 9 PRODUCT MANUFACTURES INDICATED IN SCHEDULE AND/OR ON 3 THE GENERAL CONTRACTOR SHALL BE HEAD TO HAVE EXAMINED THE PLANS WERE SELECTED BASED UPON QUALITY STYLE, SIZE COLOR, ETC, AND ARE NOT INTENDED TO RESTRICT COMPETITIVE BIDDING. IS WORK INCLUDES BUT IS NOT LIMITED TO EXCAVATION, FILLING AND GRADING PAVING AND OTHER ITEMS OF SITE WORK A ;� E RESPONS[BJ1M OIL i , CONfRAO$Oi:(CORD SITE WITH RESPECT TO ALL EXISTING FIELD CONDITIONS AND TO PRODUCTS 'EQUAL TO' INTENDED TO BE USED AS SUBSTITUTES AS WELL AS GENERAL CONSTRUCTION ELECTRICAL PLUMBING AND, HAVE FULLY EXAMINED THE COMPLETE SET OF ARCHITECTURAL ARE SUBJECT TO ARCHITECT'S APPROVAL IN WRITING PRIOR TO AIR CONDITIONING WOW AS REQUIRED FOR A COMPLETE AND DRAWINGS AS PREPARED BY OTHERS AND SHALL BE RESPONSIBLE PRODUCT PURCHASE AND INSTALLATION. OPERATIONAL JOB AS SHOWN AND/OR INDICATED ON THESE FOR THE COORDINATION AND INSERTION OF THIS DRAWING SET AS PLANS AND SPECIFICATIONS. 15 INCLUDED AS PART OF THE ORIGINAL DRAWING PACKAGE. 10 THIS DRAWING PACKAGE IS BASED ON DOCUMENTS, SPECIFICATIONS AND RELATED INFORMATION PROVIDED BY OWNER AND/OR OWNER'S 20 ALL MATERIALS, COLORS, FIXTURES AND FINISHED ARE TO BE 4 THE GENERAL CONTRACTOR SHALL LOCATE ALL GENERAL REFERENCE AGENT. SELECTED BY THE OWNERV AGENT UNLESS OTHERWISE NOTED. POINTS AND TAKE ORDINARY PRECAUTIONS TO PREVENT THEIR DI5- RUFTION. EACH PRIME SUBCONTRACTOR SHALL BE RESPONSIBLE II THE DESIGN INFORMATION INDICATED ON PLANS 15 INTENDED TO 21 THE GENERAL CONTRACTOR, WHERE REQUIRED SHALL FOR LAYOUT OF HIS OWN WORK AND SHALL BE RESPONSIBLE FOR BE A COMPLETE AND WORKABLE SYSTEM IN ACCORDANCE WITH ALL PROVIDE ALL NECESSARY ALL LINES, ELEVATIONS MEASUREMENTS, AND OTHER ITEMS AS MAY gE REQUIRED OF AND OOR HIS WORK HE SHALL BE RESPONSIBLE PRODUCT MANUFACTURER'S 5PECIFICATION5 EXISTING AND/OR PROPOSED, BUILDING DESIGN FIELD CONDITIONS, ETC. ALL FRAMING AND BLOCKING ABOVE THE FINISHED CEILING. ALL ANCHOR- FOfi VERIFYING ALL FIGURES AND DETAILS SHOWN ON THE DRAWINGS MISCELLANEOUS MATERIAL, PARTS DESIGN DIMENSIONS, WHETHER AGE THROUGHOUT THE CEILING MUST BE CARRIED TO STRUCTURE ABOVE. ALL MATERIALS ABOVE FINISHED CEILING SHALL BE WN1r,H RELATE TO HI5 WORK PRIOR TO LAYING OUT THE WORK, HELD FOR ANY ERRORS INDICATED ON PLANS OR NOT, SHU BE INCLUDED AS PART OF THI5 NON-COMBUSTIBLE. HE SHALL BE RESP61S515LE RESULTING DRAWING PACKAGE. FIR HIS FAILURE TO TAKE SUCH PRECAUTIONS. 12 22 THE CONTRACTOR SHALL PRESENT THE PROJECT TO THE OWNER ARCHITECT SHALL BE NOTIFIED PRIOR TO START-UP OF FOR ACCEPTANCE, CLEAN AND READY FOR OCCUPANCY. ALL GLASS 5 DIVISIONS OF THE WORK FOR SUBCONTRACTING PURPOSES SHALL CONSTRUCTION SHOULD EXISTING FIELD CONDITIONS VARY FROM SHALL BE CLEAN AND POLISHED. FLOORS SWEPT BROOM CLEAN, BE AS PER THE GENERAL CONTRACTOR'S DIRECTION. DRAWINGS BY GREATER THAN 2'. CARPET VACUUMED FIXTURES WASHED WITH ALL LABELS REMOVED 6 IT SHALL BE THE RESPONSIBILITY FOR ALL SUB-CONTRTACTORS TO 13 THE GENERAL CONTRACTOR OR SUBCONTRACTORS SHALL BE AND EXTERIOR FREt FROM TRASH AND DEBRIS. HAVE EXAMINED AND REVIEWED THE COMPLETE SET OF WORKING HELD RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF 23 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SPECIFICATIONS 1RESPECTIVE ATO MATERIAL OFF FOR ITEMSD TO AS 'DEBRIS' OR DETERMINED � NSAND ENT OF UTILITY CHARGES AND FOR REA WOW ,LgABOR BY ARCH TECT t BE REFUSE. INCURRED DURING TRUCTION COMPLETE AND FINISHED INSTALLATION IN COMPLIANCE WITH THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS, WHETHER IT IS 14 THE GENERAL CONTRACTOR SHALL HAVE MADE ALL REQUIRED 24 WRITTEN DIMENSIONS GOVERN. THE CONTRACTOR SHALL NOT SCALE INDICATED OR NOT. ALL WORK, WHETHER INDICATED OR NOT SHALL PROVISIONS FOR THE REMOVAL OF DEBRIS FROM SITE, HAVING THE PLANS. GODES AND ORDINAi�(GES WHICH AREPAPPLICWITH ABLE TO THHBUILDINGEPROJECT. CHARGES DUMPING FEES, ETC IN HIS ORIGINAL BID SUBMISSION, 25 CONTRACTOR TO FURNISH ALL ANCHORAGE FOR ALL WALL OR 15 THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE CEILING MOUNTED EQUIPMENT. PRIOR TO COMMENCEMENT OF WORK FOR THE OWNER'S APPROVAL. GENERAL NOTES THESE PLANS AND THE ASSOCIATED CALCULATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE. 2NI'' BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NONSTRUCTURAL MEMBERS DURING CONSTRICTION. THE STRUCTURAL FRAMING $HIM IS SCHEMATIC IN NATURE. HOWEVER THE SUmORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASNUMPTICN THE FRAMING SCHEIl SHOWN WILL CLOSELY PARALLEL FINAL FLOOR DESIGNERS LAYOUT. PROVIDE SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR APPROVAL. REVIEW OF SHOP DRAWINGS IS REQUIRED AS THE ENGINEER CHECKS BEAM, UALL, COLUMN AND FOOTING CAPACITIES AGAINST KNOWN LOADW% FAILURE TOP PROVIDE SHOP DRAWNGS MAY RESULT IN ADDITIONAL ENGINEERING COSTS DURING CCNSTRUCTION. THE BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTNG WORK THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMINSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THIS ENGINEER BY SUBMITTING THESE PLANS FOR PERMIT, THE BUILDER ACCEPTS FULL RESPONSIBLITIY FOR THE ACCURACY OF THE INFORMATION DEPICTED WITHIN AND IT IS ASWIED THAT THE BUILDER HAS READ AND UNDERSTANDS THE NOTES BELOW. DO NOT SCALE DRAWINGS, SCOPE OF WORK WORK INCLUDES RENOVATION OF A ONE STORY, CBS RESIDENCE:, REMODEL KITCHEN, CLOSE IN EXISTING SCREENED PORCH LIST OF DRAWINGS A-1 COVER A-2 NOTES A-3 DEMOLITION PLAN A-4 FOUNDATION PLAN A-5 FLOOR PLAN A-6 ELEVATION A-1 DOOR/LUINDOW SCHEDULE M-1 GROUND FLOOR MECH E-1 GROUND FLOOR ELEC P-1 GROUND FLOOR PLUMBING G-1 GAS PLAN/RISER LEGAL DESCRIPTION R3 SETBACK N/A SITE CALCULATIONS EXISTING t0 REMAIN ❑ FLORIDA BLD CODE 2014 W/ SUPPLEMEP ■ FLORIDA EXIT BLDG CODE 21 ■ FLORIDA RE` CODE 2014 ■ 0 J O W a `- HW W 9:14 wpQW Revisions: ALL IDEAS DESIGNS, ARRANGEMENTS AND PLA! INDICATED OR REPRESENII THIS DRAWING ARE OWNEE RICHARD BARNES AND TH PROPERTY OF THIS OMCI WERE CREATED, EVOLVED DEVELOPED FOR USE ON, CONNECTION MTH THE SP PROJECT. NONE OF SUCH DESIGNS, AND ARRANGEMI PLANS SHALL BE USED B' DISCLOSED TO ANY PERS( OR CORPORATION FOR AN PURPOSE WHATSOEVER WI WRITTEN PERMISSION OF I BARNES. WRITTEN DIMENSIONS ON DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTOR SHALL VERN BE RESPONSIBLE FOR ALL DIMENSIONS AND CDNDITI( THE JOB AND THIS OFFII BE NOTIFIED OF ANY VAR FROM THE DIMENSIONS At CONDITIONS AS SHOWN 01 DRAWINGS I +1+1�1111,) ), '$t W Ca � C7 0000 < U�w ~ R: Ca DRAWN RB CHECKED RB DATE 7-31-15 SCALE AS NOTE] FOR PERMIT 7-31-15 SHUTT A-1 (1F STRUCTURAL DESIGN CRITERIA & CODES FLOOR AND ROOF LIVE LOADS UN HABITABLE ATTIC 20 PSF ROOF 20 PSF ULTIMATE WIND SPEED 170 MPH NOMINAL WIND SPEED 132 MPH RISK CATAGORY II WIND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.18+/_ COMPONENTS AND CLADDING DESIGN PRESSURE ROOFING ZONE 1 +23.4 PSF MAX -37.2 PSF MIN. ROOFING ZONE 2 +23.4 PSF MAX -64.7 PSF MIN. ROOFING ZONE 3 -95.7 PSF MIN. ROOFING ZONE 2 OVERHANG -75.5 PSF MIN. ROOFING ZONE 3 OVERHANG -126.9 PSF MIN. STUCCO CLADDING,DOORS AND WINDOWS: ZONE 4 +40.5 PSF MAX. -43.9 PSF MIN. ZONE 5 +40.5 PSF MAX -54.2 PSF MIN. END ZONE WIDTH 4' THE ULTIMATE WIND SPEED WAS USED TO DETERMINE THE ABOVE COMPONENT AND CLADDING DESIGN PRESSURES ALL EXTERIOR GLAZED OPENING SHALL BE PROTECTED FROM WIND-BORNE DEBRIS AS PER SECTION 1609.1.2 OF THE 2014 FLORIDA BUILDING CODE. GEOTECHNICAL INFORMATION DESIGN SOIL LOAD BEARING CAPACITY: 2500 PSF FLOOD DESIGN DATA SLAB HEIGHT EXISTING TO REMAIN I'm ACTUAL PRESSURES FOR SPECIFIC COMPONENTS AND CLADDING MATERIALS SHALL BE CALCULATED BASED ON THE SPECIFIC TRIBUTARY AREA (IN SQ. FT.) CONSIDERED. TRUSS UPLIFT REACTIONS INDICATED ON PLAN ARE FOR CONNECTIONS TO SUPPORTING (NON -TRUSS) STRUCTURE, AND ARE THE ENGINEER'S ESTIMATED VALUES. FINAL UPLIFT VALUES ARE TO BE PROVIEED IN THE TRUSS MANUFACTURER'S DESIGN CALCULATIONS - WHICH ACCOUNT FOR THE ACTUAL CONTRIBUTING WEIGHTS OF EACH TRUSS PROFILE. FOUNDATIONS & GEOTECHNICAL THE FLOOR SHALL BE 4" THICK CONCRETE SLAB WITH 6X6, W1.4XW1.4 WWM OVER 6 MIL VAPOR BARRIER, ON COMPACTED FILL. TOP OF FINISHED SLAB SHALL BE 0'-0" COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. REFERENCE ELEVATION EXISTING, SEE SURVEY PLOT OR NGVD. PROVIDE COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2"FELT PAPER AT THE JOINT. WINDOWS, DOORS, AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURER'S SPECIFICATIONS. SEE SITE DRAWINGS FOR WALKWAY SLAB LAYOUT. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN 48 BAR DIAMETERS (#5=30", #7 = 42"). AND REINFORCING SHALL BE CONTINUOUS. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE THE STEEL REINFORCING FOR THE FOUNDATION. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF. REFER TO PAD CERTIFICATED LETTER FFROM GEO TECHNICAL ENGINEER FOR SITE SPECIFIC CONDITIONS. FOUNDATIONS AND GROUND -BEARING SLABS HAVE BEEN DESIGNED AND PROPORTIONED FOR A MAXIMUM ALLOWABLE AFE SOIL BEARING PRESSURE OF 2,500 PSF. FOUNDATIONS AND FOOTINGS SHALL BE LOCATED AT THE CENTERLINE OF THE WALL OR COLUMN SUPPORTED, UNLESS NOTED OTHERWISE. THE ELEVATED BUILDING PAD SHALL BE RAISED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES. AND COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 98%. PREPARATION OF THE BUILDING PAD AND FOUNDATIONAL SUBGRADES SHALL BE ACCOMPLISHED IN ACCORDANCE WITH PROCEDURES INDICATED IN THE GEOTECHNICAL REPORT, AND AS FOLLOWS: COMPACTION ACTIVITIES SHALL BE EXECUTED IN SUCH A WAY, AND USING SUITABLE EQUIPMENT SO AS NOT TO JEOPARDIZE NEIGHBORING AND ADJACENT PROPERTIES. THE GEOTECHNICAL ENGINEER SHALL BE CONSULTED ON THE METHODS AND RECOMMENDED EQUIPMENTS TO BE USED ON THIS SITE. REINFORCED CONCRETE RC-1 ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH ACI 318-95, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". RC-2 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS, AS WELL AS OTHER PROPERTIES SPECIFIED IN THESE DOCUMENTS. SEE SPECIFICATIONS FOR ADDITIONAL DESIGN MIX REQUIREMENTS. BEAMS, COLUMNS, ELEVATED SLABS: 4,000 PSI FOOTINGS: 3,000 PSI SLABS ON GRADE: 3,000 PSI MASONRY GROUT: 2,000 PSI (ASTM C476) RC-3 CONCRETE SHALL BE READY -MIX, REGULAR WEIGHT FOR ALL STRUCTURAL USES, WITH MINIMUM DRY DENSITY OF 145 LBS. PER CUBIC FOOT. RC-4 CHAMFER ALL EXPOSED CONCRETE EDGES, INCLUDING THOSE TO RECEIVE STUCCO FINISH - 3/4" - UNLESS NOTED OTHERWISE. RC-5 REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318-95 AND ACI DETAILING MANUAL, ACI 315. RC-6 REINFORCING STEEL SHALL BE NEW, DEFORMED BARS, FREE OF RUST, SCALE AND OIL, CONFORMING TO ASTM A-615, GRADE 60 WITH A MINIMUM YIELD STRENGTH = 60,000 PSI, UNLESS OTHERWISE SHOWN. RC-7 PROVIDE CONTINUOUS REINFORCEMENT WITH ACI CLASS "B" LAP SPLICES, OR AS NOTED OTHERWISE. IN BEAMS, LAP CONTINUOUS BOTTOM STEEL OVER SUPPORTS AND CONTINUOUS TOP STEEL AT MID SPAN, UNLESS NOTED OTHERWISE. RC-8 SLAB CONCRETE SHALL BE READY -MIXED WITH 1.50 LBS/CUBIC YARD VIRGIN POLYETHYLENE FIBERS (FIBERMESH) REINFORCEMENT, UNLESS OTHERWISE SPECIFIED IN PLANS. THE ADDITION OF WELDED WIRE FABRIC OR OTHER REINFORCEMENTS SHALL BE ADDITIVE TO THE FIBERMESH SPECIFIED. RC-9 TERMINATE ALL DISCONTINUOUS ENDS OF TOP BARS WITH STANDARDS ACI HOOKS. TURN HOOKS UP OR DOWN INTO SUPPORTING STRUCTURE. CORNER BARS SHALL BE SUPPLIED AND PLACED IN ADDITION TO HOOKED NDS, PER THE DETAILS IN THESE DOCUMENTS. RC-10 ROVIDE THE FOLLOWING MINIMUM CONCRETE COVERAGE OVER REINFORCING NLESS NOTED OTHERWISE: FOOTINGS, BOTTOM AND ENDS: 3" FOOTINGS, TOP: 2" SLABS ON GRADE, BOTTOM: 3" SLABS ON GRADE, TOP: 1" INTERIOR ELEVATED SLABS, TOP: 1" INTERIOR ELEVATED SLABS, BOTTOM: 3/4" EXTERIOR ELEVATED SLABS, TOP: 1 1/2" EXTERIOR ELEVATED SLABS, BOTTOM: 1 1/2" BEAMS, COLUMNS (TIES): 1 1/2" INTERIOR WALLS: 1" EXTERIOR WALLS: 1 1/2" RC-11 ALL PENETRATIONS THROUGH SLABS, BEAMS OR FOOTINGS SHALL BE SLEEVED INDIVIDUALLY. CORE DRILLING OF EXISTING CONCRETE MEMBERS WILL NOT BE PERMITTED, UNLESS NOTED ON PLANS. SUBMIT I-OCATIONS AND SIZES OF ALL SLEEVES FOR ARCHITECT/ENGINEER APPROVAL PRIOR TO CASTING. RC-12 NO REINFORCING BARS SHALL BE CUT OR OTHERWISE MODIFIED IN THE FIELD. REINFORCING BARS SHALL NOT BE DISPLACED PRIOR TO OR DURING CASTING TO ACCOMMODATE ANCHORS, EMBEDS OR OTHER ITEMS. RC-13 WHERE WALLS, BEAMS AND FOOTINGS CHANGE DIRECTION, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY AS THE SPECIFIED LONGITUDINAL STEEL. RC-14 ALL EMBEDDED ITEMS SHALL BE SECURELY FIXED AND MAINTAINED IN POSITION PRIOR TO AND DURING CONCRETE PLACEMENT. RC-15 PROVIDE REINFORCEMENT SPLICES AS INDICATED BELOW IN CONFORMANCE WITH AN ACI CLASS B TENSION SPLICE. (1995 ACI 318 CODE). NO REDUCTION SHALL BE PERMITTED DUE TO BAR SPACING: RC-16 SPECIFIC CONCRETE MIX DESIGN PARAMETERS FOR THIS PROJECT SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT. MIXES FOR SPECIFIC USES AND .LOCATIONS SHALL PROVIDE FOR THE FOLLOWING MINIMUM/MAXIMUM VALUES: FOUNDATIONS & GROUND SLABS: COMPRESSIVE STRENGTH: 3,000 PSI MIN. CEMENT CONTENT: 470 LBS. W/C RATIO (MAX.): 0.48 SLUMP (AT DISCHARGE): 5" (+-1") COLUMNS, BEAMS, ELEVATED SLABS: COMPRESSIVE STRENGTH: 4,000 PSI MIN. CEMENT CONTENT: 520 LBS. W/C RATIO (MAX.): 0.45 SLUMP (Al DISCHARGE): 6" (+-1") REINFORCED CONCRETE UNIT MASONRY M-1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530-99/ASCE 5-99/ TMS 402-99), SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530.1- 99/ASCE 6-99/TMS 602-99), AND COMMENTARIES RESPECTIVELY, UNLESS NOTED OTHERWISE HEREIN. M-2 ALL MASONRY STRUCTURES, PER ACI 530-99, ARE DESIGNED AS "INSPECTED" MASONRY. ALL MASONRY CONSTRUCTION, THEREFORE, MUST BE INSPECTED BY A QUALIFIED MASONRY INSPECTOR. M-3 USE TYPE "S" MORTAR, WITH A MINIMUM DESIGN COMPRESSIVE STRENGTH OF 1800 PSI, UNLESS OTHERWISE NOTED. M-4 MASONRY UNITS SHALL CONFORM TO ASTM C-90 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI ON THE NET SECTION, TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY Pm = 1500 PSI, UNLESS NOTED OTHERWISE. M-5 PROVIDE SOLID GROUTED REINFORCED VERTICAL CELLS IN UNIT MASONRY AS SPECIFIED ON PLANS. IN ADDITION, PROVIDE SOLID GROUTED REINFORCED VERTICAL CELLS AT ALL CORNERS, INTERSECTIONS AND ADJACENT TO ALL OPENINGS GREATER THAN 16 INCHES, PER THE NOTATIONS IN THESE PLANS. UNLESS NOTED OTHERWISE, THESE BARS SHALL BE THE SAME SIZE AS THE SCHEDULED REINFORCING SPECIFIED FOR EACH WALL. M-6 PROVIDE BENT CORNER BARS OF SAME TOTAL AREA AS HORIZONTAL REINFORCING, OR AS SPECIFIED IN BOND COURSES. ONE CORNER BAR SHALL RUN OUTSIDE OF ANY VERTICAL STEEL PASSING THROUGH THE CELL. M-7 PROVIDE FULL MORTAR BEDDING AROUND ALL REINFORCED MASONRY CELLS TO BE GROUTED SOLID. M-8 REINFORCING FOR MASONRY SHALL CONFORM TO ASTM A-615, GRADE 60. PROVIDE THE FOLLOWING MINIMUM LAP SPLICES, UNLESS NOTED OTHER- WISE ON PLANS: ##4 BARS 24" #7 BARS 42" #5 BARS 30" #8 BARS 48" #6 BARS 36" #9 BARS 54" M-9 ALL GROUTED CELLS AND MASONRY COLUMNS SHALL BE POURED A MINIMUM OF TWO (2) HOURS PRIOR TO POURING THE NEXT VERTICAL LIFT. M-10 ALL GROUTING LIFTS SHALL BE LIMITED TO A VERTICAL HEIGHT OF FIVE (5) FEET. M-11 REINFORCE HORIZONTAL JOINTS, 16" O.C. WITH CONTINUOUS 9 GAUGE LADDER -TYPE REINFORCING. PROVIDE PREFABRICATED "TEE" AND CORNER PIECES. ALL BEARING MASONRY SHALL BE PLACED WITHOUT VERTICAL COLD JOINTS - UNLESS SPECIFIED OTHERWISE ON PLANS. M-12 PROVIDE SAWED BLOCK CLEANOUT HOLES AT THE BASE OF EACH VERTICAL REINFORCED CELL OR BAR LAP. M-13 GROUTED CELLS SHALL BE VIBRATED DURING PLACEMENT OF GROUT. STRUCTURAL WOOD FRAMING WF-1 STRUCTURAL WOOD FRAMING MEMBERS SHALL BE INSTALLED TO THE SIZES AND LOCATIONS INDICATED IN THESE PLANS. IN ADDITION, THE INSTALLATION OF BLOCKING AND/OR NAILERS MAY BE REQUIRED TO ACCOMODATE ADEQUATE FASTENER BITE OR ASSEMBLY STIFFNESS, IN ACCORDANCE WITH STANDARD OF PRACTICE, AND MAY NOT ALL BE INDICATED IN THESE PLANS. WF-2 STUD AND JOIST MEMBERS SUBJECTED TO FLEXURAL, SHEAR AND/OR COMPRESSIVE STRESSES SHALL MEET THE FOLLOWING MINIMUM PROPERTIES: MINIMUM BENDING STRESS: Fb = 1450 PSI MINIMUM SHEAR STRESS: V = 90 PSI MINIMUM COMPRESSIVE STRESS: Fc = 1750 PSI MODULUS OF ELASTICITY: E = 1,700,000 PSI THE VALUES ABOVE ARE EQUIVALENT TO SOUTHERN PINE SPECIES, NO. 2 DENSE, VISUALLY -GRADED DIMENSIONAL LUMBER (SPIB). PLYWOOD SHEATHING PS-1 PROVIDE 5/8" APA RATED PLYWOOD ROOF SHEATHING, (CDX). PS-2 INSTALL SHEATHING TO SPAN PERPENDICULAR TO TRUSS SPANS, IN 4 CONTINUOUS SPANS WHENEVER POSSIBLE. SHEETS SHALL BE LAYED-UP IN A RUNNING STAGGER PATTERN. PS-3 PROVIDE SOLID BLOCKING AT ALL RIDGE AND VALLEY LINES. FASTEN SHEATHING AT RIDGES AND VALLEYS TO BLOCKING. PS-4 PROVIDE ROOF SHEATHING DIAPHRAGM FASTENINGS AS FOLLOWS: WITHIN 6 FT OF ALL EDGES OF EAVES, RIDGES, HIPS: SHEET EDGES: 10d GALVANIZED NAILS @ 3" O.C. SHEET FIELDS: 10d GALVANIZED NAILS @ 6" O.C. TYPICAL FASTENINGS THOUGHOUT THE FIELD: SHEET EDGES: 10d GALVANIZED NAILS @ 4" O.C. SHEET FIELDS: 10d GALVANIZED NAILS @ 6" O.C. MANUFACTURED METAL CONNECTORS MC-1 MANUFACTURED METAL CONNECTORS, ANCHORS, TIES AND CLIPS HAVE BEEN SPECIFIED BASED ON THE FOLLOWING PRODUCT STANDARD: USP MC-2 SUBSTITUTIONS MAY BE USED FOLLOWING ENGINEER'S APPROVAL. MC-3 CONNECTORS REQUIRED TO FASTEN TRUSS -TO -TRUSS SHALL BE SPECIFIED 13Y THE TRUSS ENGINEER AND INSTALLED BY THE CONTRACTOR'S TRUSS ERECTOR. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MODIFY OR UPGRADE ANY TRUSS CONNECTOR SPECIFIED BY A DELEGATED PARTY. PRE-ENGINEERED WOOD TRUSSES 1. WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT THE FOLLOWING MINIMUM LOADS (CONTRACTOR SHALL VERIFY ACTUAL TRUSS LOADS WITH TRUSS MANUFACTURER): GRAVITY LOADING CASE TOP CHORD LOADING LIVE LOAD - 30 PSF (ON THE HORIZONTAL PROJECTION) DEAD LOAD - 15 PSF (ON THE SURFACE AREA) ADDITIONAL 5 PSF AT BUILT-UP FRAMING AREAS. BOTTOM CHORD LOADING ATTIC LIVE LOAD - 30 PSF (ATTICS WITH STORAGE) - 10 PSF (ATTICS WITHOUT STORAGE) DEAD LOAD - 10 PSF B WIND LOADING CASE (PER ASCE 7-98, SECTION 6) SEE'DESIGN CRITERIA NOTES' FOR WIND COMPONENT CRITERIA. 2. WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. THE DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE INSTITUTE AND THE STANDARD BLDG. CODE, LATEST EDITION. GABLE END TRUSSES SHALL BE DESIGNED BY TRUSS MANUFACTURER AND SHALL BE ANCHORED INTO WALL STRUCTURE WITH METAL TIES, INCLUDING LATERAL TIES, AS SHOWN ON THE DRAWINGS OR AS SPECIFIED BY TRUSS MANUFACTURER. 3. WOOD MATERIALS SHALL BE SOUTHERN PINE, DOUGLAS FIR OR LARCH AND SHALL BE KILN DRIED AND USED AT 19% MAXIMUM MOISTURE CONTENT. PROVIDE GRADE NO. 2 OR AS REQUIRED TO SATISFY STRESS REQUIREMENTS. 4, CONNECTOR PLATES SHALL BE NOT LESS THAN 0.086 INCHES (20 GAUGE) IN COATED THICKNESS, SHALL MEET OR EXCEED ASTM GRADE A OR HIGHER AND SHALL BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-525 (COATING G60). MINIMUM STEEL YIELD STRESS SHALL BE 33,000 PSI. 5. TRUSSES SHALL BE FABRICATED IN A PROPERLY EQUIPPED MANUFACTURING FACILITY OF A PERMANENT NATURE. TRUSSES SHALL BE MANUFACTURED BY EXPERIENCED WORKMEN, USING PRECISION CUTTING, JIGGING AND PRESSING EQUIPMENT UNDER THE REQUIREMENTS IN QUALITY CONTROL STANDARD QST-88 OF THE TRUSS PLATE INSTITUTE. 6. SECONDARY BENDING STRESSES IN TRUSS TOP AND BOTTOM CHORDS DUE TO DEAD, LIVE AND WIND LOADS SHALL BE CONSIDERED IN THE DESIGN. LOAD DURATION FACTORS SHALL BE PER THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". 7. WOOD TRUSSES SHALL BE ERECTED IN ACCORDANCE WITH THE TRUSS MANUFACTURER'S REQUIREMENTS. THIS WORK SHALL BE DONE BY A QUALIFIED AND EXPERIENCED CONTRACTOR. TRUSS ERECTION BY AN INEXPERIENCED OR NON -QUALIFIED CONTRACTOR CAN RESULT IN CONSTRUCTION COLLAPSE AND/OR SERIOUS INJURY AND DAMAGE. 8. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE TRUSSES. THE GUIDELINES SET FORTH BY THE TRUSS PLATE INSTITUTE PUBLICATION "HIB-91, COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" SHALL BE A MINIMUM REQUIREMENT. 9. TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED NOR OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 10. SUBMIT COMPLETE SHOP DRAWINGS FOR ALL WOOD TRUSSES SHOWING MEMBER SIZE, SPECIES, GRADE, MOISTURE CONTENT, SPAN, CAMBER DIMENSIONS, CHORD PITCH, BRACING REQUIREMENTS AND LOADINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. STRUCTURAL STEEL 3-1 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE A.I.S.C. "MANUAL OF STEEL CONSTRUCTION", NINTH EDITION AND THE A.I.S.C. "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", 1989. L-2 ALL STRUCTURAL STEEL SHAPES, PLATES, BRACKETS, SEATS AND OTHER FABRICATIONS SHALL BE OF STEEL CONFORMING TO A.S.T.M. A-36, WITH A MINIMUM YIELD STRESS OF 36 KSI. 3 ALL TUBE STEEL SHAPES SHALL CONFORM TO A.S.T.M. A-500, GRADE B WITH A MINIM YIELD STRESS OF 46 KSI. PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A-501 OR A-53, TYPES E OR S, WITH A MINIMUM YIELD STRESS OF 36 KSI. 4 UNLESS OTHERWISE NOTED, ALL BOLTS SHALL BE 3/4" DIAMETER A-325 AND SHALL BE USED IN BEARING -TYPE CONNECTIONS. ALL HIGH STRENGTH BOLTS SHALL MEET THE REQUIREMENTS OF THE "SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS". -5 ALL BOLTS WHICH ARE TO BE CAST INTO CONCRETE SHALL BE A.S.T.M. A-36 OR A-307, UNLESS NOTED OTHERWISE. 6 ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY CURRENTLY CERTIFIED WELDERS IN ACCORDANCE WITH THE AWS "STRUCTURAL WELDING CODE", LATEST EDITION. ALL CONNECTIONS SHALL USE E70XX ELECTRODES, SUBMIT STRUCTURAL STEEL AND MISCELLANEOUS FABRICATIONS SHOP AND ERECTION DRAWINGS FOR REVIEW BY THE ENGINEER. ANY SPLICES OR CONNECTIONS NOT FULLY PROVIDED IN THESE PLANES SHALL BE DESIGNED BY A DELEGATED ENGINEER WHO OVERSEES THE DETAILING OF THE STEEL SHOP AND ERECTION DRAWINGS, AND BEAR THE SEAL OF THAT INDIVIDUAL, BEING A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA, PROVIDE SEALED ENGINEERING CALCULATIONS FOR ANY SPECIAL MOMENT SPLICE DESIGNS. ❑ FLOR CODE W/ SUI ■ FLM BLDG ■ FLOI CC e Revisic ALL IDEAS, I ARRANGEMU INDICATED 01 THIS DRAIMN RICHARD SAI PROPERTY 0 WERE CREAT DEVELOPED I CONNECTION PROJECT. NC DESIGNS, ANi PLANS SHAD DISCLOSED T OR CORPORJ PURPOSE * WRITTEN PER BARNES. WITTEN DIM DRAWAiGS SI PRECEDENCE DIMENSIONS. CONTRACTOR BE RESPONS DIMENSIONS THE JOB AI BE NOTIFIED FROM THE D CONDITIONS DRAWINGS a F. OF GENERAL DEMOLITION NOTES: 1. MAINTAIN ACCESS TO EXISTING TENANT'S OCCUPANCY AT ALL TIMES BY THE GENERAL PUBLIC. TEMPORARY ACCESS SHALL COMPLY WITH ALL ADA CODES. 2. THE DEMOLITION INDICATED IS INTENDED TO SHOW THE GENERAL SCOPE OF DEMOLITION WORK AND IS DIAGRAMMATIC IN NATURE. G.C. TO PERFORM ALL WORK REQUIRED FOR THE SATISFACTORY COMPLETION OF THE SCOPE OF WORK INDICATED IN THE DRAWINGS. THE INTENT OF THE DRAWINGS IS TO COMPLETE ALL DEMOLITION AS REQUIRED TO COMPLETE THE PROPOSED NEW CONSTRUCTION AND THE G.C. SHALL BE RESPONSIBLE FOR SUCH. 3. USE ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. 4. ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF DEMOLITION MEANS, METHODS, AND TECHNIQUES. SEQUENCES AND PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND HE WILL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS OF THE CONTRACTOR. SUBCONTRACTORS OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. 5. THE CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE DEMOLITION ON THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY, COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS AND THE DEMOLITION DOCUMENTS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED DEMOLITION AND TRADE PERMITS AND THEIR RESPECTIVE COSTS. 7. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO DEMOLITION AND/OR CONTRACT NEGOTIATIONS AND SHALL VERIFY EXISTING CONDITIONS WITH THE DEMOLITION DOCUMENTS. DISCREPANCIES BETWEEN DEMOLITION DOCUMENTS (AND THEIR INTENT) SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. BIDS SHALL NOT BE SUBMITTED OR CONTRACTS NEGOTIATED BY THE CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE DEMOLITION DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. 8. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THESE EXISTING CONDITIONS AND DEMOLITION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN COMPLETED, WILL BE IN ACCORDANCE WITH THE INTENT OF THE DEMOLITION DOCUMENTS. 9. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF TRASH DEBRIS AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, ETC. ALL REMAINING FACILITIES SHALL BE LEFT CLEAN AND READY FOR CONSTRUCTION UPON COMPLETION OF DEMOLITION. 10. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL EXISTING ITEMS DAMAGED IN THE PROCESS OF DEMOLITION AND SHALL FINISH ALL PATCHWORK AND REPAIRS TO MATCH EXISTING ADJACENT AREAS AND SURFACES. 11. USING ONLY THE MEANS AND EQUIPMENT APPROVED FOR THIS PURPOSE BY GOVERNMENTAL AGENCIES HAVING JURISDICTION, DEMOLISH AND COMPLETELY REMOVE FROM THE JOB SITE THE EXISTING CONSTRUCTION DESIGNATED TO BE REMOVED. 12. SHUTOFF, CAP AND OTHERWISE PROTECT PUBLIC UTILITY LINES IN ACCORDANCE WITH THE REQUIREMENTS OF THE PUBLIC AGENCY OR UTILITY HAVING JURISDICTION. 13. DEMOLISHED MATERIAL SHALL BE CONSIDERED TO BE PROPERTY OF THE CONTRACTOR AND SHALL BE COMPLETELY REMOVED FROM THE JOB SITE (CONFIRM W/ OWNER FOR EXCEPTIONS). 14. USE THE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE. 15. G.C. SHALL VERIFY THE EXISTING STRUCTURE PRIOR TO ANY DEMOLITION AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT IN WRITING. 16. G.C. TO PATCH AND REPAIR GWB AT ALL LOCATIONS WHERE THE EXISTING SURFACE IS NOT STRAIGHT AND TRUE. 17. G.C. TO PATCH AND REPAIR GWB AT ALL LOCATIONS WHERE EXISTING BUILDING COMPONENTS ARE TO DEMOLISHED SUCH AS PARTITIONS, CEILINGS, ELEC. OUTLETS, LIGHTS, PHONE + DATA DROPS, ETC. 0 WORK -IS AREA > PICAL DIMITION P L A N SCALE: 1/4" = I'-O" WNI ACTOR OF RECORD ❑ FLORIDA BLI CODE 2014 W/SUPPLEME ■ FLORIDA EX1 BLDG CODE ■ FLORIDA RI CODE 201, ■ 2011 z O O W W 1 z a Revisions: ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLAN: INDICATED OR REPRESENTE THIS DRAWING ARE OWNED RICHARD BARNES AND THE PROPERTY OF THIS OFFICE WERE CREATED, EVOLVED A DEVELOPED FOR USE ON,/ CONNECTION WITH THE SPE PROJECT. NONE OF SUCH t DESIGNS, AND ARRANGEMEI PLANS SHALL BE USED BY WRITTEN DIMENSIONS ON 71 DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL YERPI BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIOF THE JOB AND THIS OFFICE BE NOTIFIED OF ANY VARIA FROM THE DIMENSIONS ANC CONDITIONS AS SHOWN ON DRAWINGS. , ,e DRAWN RB CHECKED WANE 7-31-15 SCALE AS NOTED FOR PERMIT 7-31-15 OF SHEET A-3 FOUNDATION COLUMN & BEAM NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FBC 2012, AND ALL APPLICABLE CODES OR AUTHORITIES HAVING JURISDICTION OVER TOP OF FINISHED SLAB ELEVATION 0'0" FOR THE POINT OF REFERENCE SEE CONSTRUCTION DRAWINGS LOADS AND DESIGNED FOR FOUNDATIONS WAS BASED ON THE SOIL BEARING CAPACITY OF 2,500 P.S.I. FOOTING REINFORCING STEEL SHALL BE CONTINUOUS ANY CHANGES OF DIRECTION OR SPLICES SHALL HAVE A MINIMUM OF A 48 BAR DIAMETERS. DIRECTION CHANGES SUCH AS CORNERS AND STEP DOWNS THIS SHALL BE CONTINUOUS ON ALL BARS THROUGHOUT THE FOOTINGS REINFORCING STEEL REINFORCING STEEL SHALL BE PLACED AS SHOWEN ON THE DRAWINGS REINFORCING STEEL IN BLOCK CELLS AND CONCRETE COLUMNS SHALL HAVE 90 DEGREE HOOK IN FOUNDATION AND BEAM IN ACCORDANCE WITH AN A.S.I. STANDERS COORDINATE ALL WINDOW AND DOOR ROUGH OPENINGS WITH WINDOW AND DOOR MANUFACTURERS SPECIFICATIONS. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615 GRADE 60 SPLICES ALL BARS 48 BAR DIAMETERS CLEAR COVER FOR REINFORCING SHALL BEE 1-1/2" AT BEAMS & COLUMNS, 2" FORMED FACES IN CONTACT WITH EARTH, 3" UNFORMED CONCRETE BELOW GRADE, 3/4" SLABS ON VAPOR ALL CONCRETE SHALL CONFORM TO ACI 318 AND SHALL HAVE THE FOLLOWING COMPRESSIVE STRENGTHS. ALL SLAB ON GRADE FC=2500 P.S.I. ALL FOOTINGS FC=2500 P.S.I. ALL BEAMS/COLUMNS FC=3000 P.S.I. Termite protection: All buildings shall have a pre -construction treatment p tection against subterranean termite. The rules and laws as established by the Florida Department of Agriculture and Consumer Services shall be deemed as approved with respect to preconstruciton soil treatment for protection against subterranean termite. A certificate of compliance shall be issued to the building deparment by the licensed post control company. FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS BOTTOM REINFORCING TOP REINFORCING REMARKS MF-1 24" CONTINUOUS 16" (3) #5, #5 048" TRANS MONOLITHIC MASONRY WALL SCHEDULE MARK SIZE 4 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT O8" CMU # 5'S AT 44" O.C. ATTACHMENT/FASTENER SPECIFICATIONS SPACING APPLICATION METHODS OF ATTACHMENT HAND NAILED POWER ACTUATED 4" O.C. PANEL EDGES 6" O.C. INTERMEDIATE SUPPORTS 4" O.C. CORNER STUDS PLYWOOD WALL SHEATHING APA 40/20 19/32" EXP 1 8 D COMMON 2 1/2" X .IJ1 4" O.C. PANEL EDGES 8" O.C. INTERMEDIATE SUPPORTS PLYWOOD 2ND FLR. SHEATHING APA 48/32" 19/32" EXP 1 gD RING SHANK BD RINK SHANK 2 1/2"X.131 PLYWOOD ROOF SHEATHING APA 40/20 19/32" EXP 1 8D RING SHANK 8D RINK SHANK 2 1/2"X.131 4" O.C. ZONE 1 PANEL EDGES 6" O.C. ZONE 1 INTERMEDIATE SUPPORTS 4" D.C. ZONE 2&3 PANEL EDGES 4" O.C. ZONE 2&3 INTERMEDIATE SUPPORTS COMPOSITION SHINGLES 1"X3/8" 12 GA. 1" X .118 11 GA. SEE PRODUCT APROVEAL TIN TAGS 1" X 3/8" 12 GA. 1" X .118 11 GA. 6" O.C. IN ROLL DIRECTION 12"O.C.ACRO55 WIDTH WIRE LATH (GALV. RUST RESIS) SOFFIT 1 3/4" X NO. 11 GA 1 3/4" X 1" 16 GA. 1 1/4" X 1" 16 GA. RINK SHANK 13 1/4" X .120 GALV. 2" O.C. @ SIDE LAPS & TIED 4" O.C. BETWEEN SUPPORTS WIRE LATH (GALV. RUST RESIS) WALLS 4 D GALVANIZED 2" O.C. @ SIDE LAPS & TIED 4" O.C. BETWEEN SUPPORTS FASCIA 16D GALVANIZED 2 EA. TRUSS END 6" 04 BAR • 24' O.G. — DOWEL w DOWN a WUF 4X4 - W2.S X W 2,% MESH NEAR TOP OF NEW SLAB. ADD A NOMINAL AMOUNT OF FIBER MESH TO THE READY MIX CONCRETE (AT LEAST 3000 PSI GONCRETEO TO HLEP CONTROL CRACKINCs DURINrs THE CURMG PROCESS. CURE THE CONCiTE POUR USING EITHER SATURATED CURMG CLOTHS FOR I DAYS OR SOME SORT OF CHEMICAL CURING. 4' CONCRETE SLAB, OVER 6 MIL VAPOR BARRIER OVER CLEAN TREATED COMPACTED FILL. SLAB REPAIR SCALE. 1" = 1'-0 MASTER BEDROOM I I I r--- I I I I I I ' L--- L ELEV. 0'0„ FAM I LY I I 'PANTRY I 1 zz O BAT NO WOF BEDROOM I NO WORK I Concrete floor slabs shall be a minimum c 4 inches (102 mm) in thickness, reinforced OFFICE with not less than 0.028 square inches (.000018 m2) of reinforcing per linear foot of slab in each direction. FOUNDATION P � A N 50ALE: 1/4" = P-O" w LAUNDRY MF-1 ❑ FLORIDA BLDG 1 CODE 2014 W/ SUPPLEMENTS ■ FLORIDA EXIST. BLDG CODE 2014 ■ FLORIDA RES. CODE 2014 ■ 2011 z 0 W U W W W W W W W H 0404 wozW °x Revisions: ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESEN70 BY THIS DRAWING ARE OWNED BY RICHARD BARNES AND THE PROPERTY OF THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, AND ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF RICHARD BARNES. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VAMA71ONS FROM THE DIMENSIONS AND CONDITIONS AS SHOWN ON THESE DRAWINGS. �,ttttt>� � P�eSos u 'a °@ .. W �Nlt♦Y..`` V) W L7 a t` �WU Cax o �P- 0� I-1or W QUCZ7 �� N x�� a U w Q E MASONRY WALL 5/81GYPSUM BOARD FURRED TO BOTTOM OF'TRI SS 5/e" GYPSUM BOARD :RIOR 1 5/8" MTL. STUDS AT I6" O.C. GATT INSULATION (R-42 MR) SCHEDULED BASE FLOOR SLAB 0 �,--uNDERscr= of ROOF TRUSS 3 5/8" STEEL STUDS AT 16" O.C. MAX. 6" STEEL STUDS AT WET WALL - COORDINATE WITH PLUMBING O 5/8" GYPSUM BOARD CERAMIC TILE OVER CEMENT BACKER BOARD AT WET AREAS ATTACH RUNNER TO SLAB AT 2'-0" O.C. MAXIMUM PERIMETER CAULKING AT 0 WET AREAS ONLY FLOOR SLAB ® TYPICAL METAL STUD PARTITION mwA+ w+•'+ FURRING WHERE THE INTERIOR OF MASONRY WALLS IS FURRED, SUCH FURRING SHALL BE TREATED AND FIRE STOPPED AS HEREIN naEUIno AND SHALL BE SECURELY FASTENED TO THE MASONRY WITH NOT LESS THAN ONE CUT NAIL N ALTERNATE COURSE OF BLOCK FIRE STOP FURRED WALLS IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDNG FURRED SPACES AT CEILING AND FLOOR LEVELS TO LIMIT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACE TO 8 FEET. (243") PROVIDE NEW FLOOR TI LE THROUGHOUT OFFICE NEW IMPACT WINDOW I+a4 Im3 Im2 ALL MANUFAOTURN LASES SHOWING U FACTOM AND SHOO COMPLIANCE WITH FS0 ENERGY COOS MUST REMIdN ON ALL DOORS AND WINDOWS UNTIL. WSPECTIONS ME APPROVED FAMILY KITCHEN WINEI REF i I PANTRY LUKUUM 0lilmilr FLOOR P L A N 50ALE: 1/4" = I'-O" LAUNDRY 0 7. n � - wvli4J5�6EU Pr151EPI�,� Oh;; ',PS 7HE RESPONS G^vWiPRC1ORn� L��t„: PJ C(' COD ❑ FLORIDA BLDG CODE 2014 W/SUPPLEMENTS ■ FLORIDA EXIST. BLDG CODE 2014 ■ FLORIDA RES. CODE 2014 ■ ■ NEC 2011 z 0 w zw z° Zw W W W W Ixo Z W �O Q, �lwdW w Revisions: ALL IDEAS. DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY RICHARD BARNES AND THE PROPERTY OF THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS AND ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF RICHARD BARNES. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS AS SHOWN ON THESE DRAWINGS DRAWN CHECKED RB DATE. 7-31-15 SCALE AS NOTED FOR PERMIT 7-31-15 SHEET A-5 OF SHEETS w SEE FOUL TYP SECTION 5GALE: 1/2" = 1'-0" MASONRY JOINT REINFORCING PLACED IN COURSES W/ BRICK TIES. SHOULD EXTEND TO WITHIN V FROM EACH END. BRICK TIE, 8" FROM BTM AND 16" O/C VERT, SECURED TO FACE OF MASONRY W/ 1/4" 0 x 2" TAPCOls FILL CELL W/ MORTAR TO EMBED BRICK TIE BEND BRICK TIE DOWN INTO MASONRY CELL MASONRY INFILL 2-30 INSUL. XISTING NGINEERED WOOD TRUSSES AT 24" O.C. XISTING JALV. METAL DRIP CONT XISTING 1 X2, 1 X6 FASCIA XISTING :LEY. +8'-4' RUSS BEARING R-4.1 INSULATION 8x8 CONC. MASONRY INFILL J"STUCCO FINISH TO MATCH ADJACENT :LE V. 40' -0' 'OF OF SLAB REF 10.0' eARIES DETAIL A] SCALE, I" =1' 0" 5030 HR TO MATCH EXISTING +27.6 -32.1 Dui■ FRONT ELEVATION 50ALP: 1/4" = P-O" nm mL0 +27.6 -321 RIGHT &OVATION r2 101 50ALE: 1/4" = I'-O" A-b FRONT ELEVATION 50ALP: 1/4" = P-O" nm mL0 +27.6 -321 RIGHT &OVATION r2 101 50ALE: 1/4" = I'-O" A-b EXIST NEW IMPACT --- FIG WINDOW LLJI Li (V +40.1 +35.5 -43.5 -38.9 +40.1 -43.5 REAR ELEVATION 50ALF: 1/4" = I'-O" APPLIED MOLDIN65 TO MATCH EXI5TIN6 6ARA&E DOOR - FINISH TO MATCH ADJACENT .d i ■ FLORIDA EXIST. BLDG CODE 20141 ■ FLORIDA RES. CODE 2014 ■ 2011 z O w � zw z [� z � wi U W C W W PLR wpzW a4 4. ao ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY RICHARD BARNES AND THE PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF RICHARD BARNES. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS AS SHOWN ON THESE DRAWINGS tttttttl� "• B J ( of "• a�. V ( o ((e °N°°... �` a rq o QH WHo. hOvrl-, 5 L] O � U W � Q DRAWN RB CHECKED RB DATE 7-31-15 SCALE AS NOTED FOR PERMIT 7-31-15 aaa;:l 11 OF SHEETS I n I• •' I I it 1 J • • • • ' • • _ I I _ I I � • I .I I 1 d I J_ II I I I I � ■©©0©GD�F7fC■®�®®0©OD©_� �L�CJONGN■ II©D V©D V©DO©0 f!©©� � 1!©©�D V©©0©Gi1�0 ■■■■■■■■■■■■■■■ ■■■■■0 ■■■■■■■■■ ■■■ ■■■ DOOM■■ ■■■ � � ■■■■■ ■���■■■■■ ■■■■■■■■■■■■■■■ MUNSON ■■■■■■■■■ ■■■ ■■■ ■■©■■E ■O■ ■■■■■ ■���■■■■■ MOMMI ■■■■■■■■M■■MOM■ MOM■■■ ■■■■■■■■■ M■■ ■■■ ■■■■■■ ■M■ MEM! OMEN ■ ■EMIMMIMMI■■■■■ �SIM MO■■■■■■■■■■■■■ ■UMMEM ■■■M■■■■■ ■■N ■■■ ■■M■■■ ■■■ MOM! ■■■■■ EMMINNIMMI■■■■N �� 0EMEMEMEMEMEMEM N©MMEM MEMEMEMEM MMMMM M�■■N■MMMMM - mom mom ME©NON mod 3 1 2 4'-0" [ 0, 2� AU MANUFAOMMM LASUM g"NQ U FAOTORS AND SHOO DOM OMN ON ALL DOORS � MU � AND WINDOWS EONSAREAPPROWD ❑ FLORIDA BLD( CODE 2014 W/ SUPPLEMEN ■ FLORIDA EXIS' BLDG CODE 20 ■ FLORIDA RES CODE 2014 ■ 2011 /\ Ft I z O W O � > U Z Revisions: ALL IDEAS. DESIGNS ARRANGEMENTS AND PUNS MIOICATEI OR REPRESENTED E THIS DRAWING ARE OWNED BY RICHARD BARNES AND THE PROPERTY OF THIS OFFICE AN WERE CREATED. EVOLVED AND PURPOSE WHATSOEVER WITHOI WRITTEN PERMISSION OF RICH/ BARNES. WRITTEN DIMENSIONS ON THES DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY Al BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS I THE JOB AND THIS OFFICE MI BE NOTIFIED OF ANY VARIATO FROM THE DIMENSIONS AND CONDITIONS AS SHOWN ON T9 DRAWINGS ®" v lllll -l• W �:w)U Qx AWE U¢w Q DRAWN RB CHECKED RB DATE 7-31-15 SCALE AS NOTED FOR PERMIT 7-31-15 S.� }/-S7H��EET O A OF SHEE HVAG EQUIPMENT SCHEDULE UNIT EQUIPMENT AIR HANDLING UNIT UNIT-1 EXISTING AHU A. MANUFACTURER: B. MODEL: C. G.F.M.: D. K.W. HEAT: E. VOLTAGE: F. MAXIMUM FUSE SIZE: CONDENSING UNIT AGGU EXISTING A. MANUFACTURER: B. MODEL: C. TOTAL COOL IN BTU/H: D. SENSIBLE COOL IN BTU/H: E. VOLTAGE: F. MAXIMUM FUSE 51ZE: G. SEER: H. REF. PIPING SIZE (5UG/LIQ): J. REFRIGERANT: 2 GAR GARAGE "FANTEGH" MODEL RVF-6 (220 CFM) Y4ALL MOUNTED (REQUIRED PERSUANT TO FM 405.5) EF-I "PANASONIC" MODEL FV-08VO2 (40 CFM) EF-2 "FANTECH" REMOTE PAN, MODEL DLX-150 (200 CFM) NOTE: TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF MAIN TRUNK DUCTS TO PROVIDE REQUIRED OPENINGS IN TYPICAL TRUSSES. MICHANICA4 PLAN 50ALE: 1/4" = 1'-0" ❑ FLORA CODE W/ SUPF ■ FLORA BLDG C ■ FLORI COI ■ 20 DRY CHE, DP '7-1 AS N, FOR P 7-3 sH N OF d) DUPLEX OUTLET12OV 0 QUAD RECEPTACLE12OV ® RECEPTACLE *CEILING 12OV Q FLOOR RECEPTACLE ® 220 VOLT OUTLET pr DISCONNECT ❑ ELECTRIC METER p ELECTRIC PANEL 0 TELECOMMUNICATION OUTLETS TO BE DOUBLE -GANGED tEACH CONNECTED BY J' CONDUIT WITH TWO(2) PULL -STRINGS (FOR TELEPHONE AND/OR OTHER HIGH-SPEED ACCESS) WITH A STANDARD WHITE BLANK COVER PLATE. NOTE: CONTRACTOR TO COORDINATE THE INSTALLATION OF ALL REQUIRED TELEPHONE AND TELECOMMUNICAITONS EQUIPMENT, INCLUDING CABLE, WIRING AND WALL JACKS TO THEIR RESPECTIVE OFFICE AREAS WITH Q &MER/AGENT. GFI GROUND -FAULT INTERRUPTER WP WATER PROOF Q JUNCTION BOX NOTE: ALL RECEPTACLES TO BE * 15' AFF TO BOTTOM OF RECEPTACLE UNLESS NOTED OTHERWISE OR ABOVE COUNTER W RECESSED HIGH HAT W u VAPOR PROOF Q r� 0 1/0 GND 2' FPL PVC TO TRANSFORMER ELECTRICAL NOTES: SINGLE STRIP FLUORESCENT N2X4, IS CELL, PARABOLIC, RECESSED FLUORESCENT LIGHT FIXTURES WITH ELECTRONIC BALLAST, AND UTILIZE WARM WHITE LAMPS. N2X4, IS CELL, PARABOLIC, RECESSED FLUORESCENT LIGHT FIXTURES WITH ELECTRONIC BALLAST, AND UTILIZE WARM WHITE LAMPS. TRACK LIGHTING WALL MOUNTED LIGHT FIXTURE TO BE HIGH -PRESSURE -SODIUM, 150 WATT, WITH 'DUSK-TO-DALUN' LIGHT SENSOR AND MANUAL OVERRIDE. FLOOD L1614TS EXHAUST FAN SWITCH 3 WAY SWITCH 4 WAY SWITCH SMOKE DETECTOR CARBON MONOXIDE (CO) SENSOR: HARDWIRED, 120 VOLT DETECTOR WITH BATTERY BACKUP. DOOR CHIME NOTE: ALL SWITCHES TO ® 42' AFF TO BOTTOM OF SWITCH UNLESS NOTED OTHERWISE - SINGLE STkIP FLUORESCENT RESIDENCE PANEL A 24OV. 1-PH. 200 A 42 CKT M.L.O. 2' PVC W/ 3-3/O CU, 1% GRD 1) THE WIRING METHOD TO BE USED IS TYPE UR 2) ALL OUTLETS, SWITCHES, FLUORESCENTS, LIGHT FIXTURES, AND ELECTRICAL PANELS TO HAVE PROTECTIVE DUST COVERS - TYPE NEMA 3R (VAPORPROOF WHERE APPLICABLE). 3) ELECTRICAL INSTALLATION WILL BE DONE IN ACCORDANCE WITH THE 2006 NEC AND THE FLORIDA BUILDING CODE WITH APPROVED AMENDMENTS. 4) ACCEPTABLE MEHTODS OF WIRING: NMC OR MC CABLE OR PVC CONDUIT. ELECTRICAL NOTES ALL ELECTRICAL WORK SHALL BE PERFO ED IN ACCORDANCE WITH THE FBC 2014' NEC 2 11, AND ALL APPLICABLE CODES OR AUTHOR TIES HAVING JURISDICTION OVER THIS PROD T. CONTRACTOR SHALL VERIFY WITH POW CO. THE LOCATION OF SERVICE AND SHALL L CATE METER AND PANELS AS REQUIRED ALL BRANCH CIRCUITS THAT SUPPLY 125 OLT SINGLE-PHASE INSTALLED IN BED ROOM SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT I ERRUPTER ALL WIRE SHALL BE THW COPPER UNLES OTHERWISE NOTED ALL BRANCH CIRCUITS IN RACEWAYS METALLIC SHEATHED CABLE COORDINATE RACEWAY INSTALLATIONS OTHERS TRADES PRIOR TO CONSTRUCTII PROVIDE DISCONNECT SWITCH OF SIZE t°S REQUIRED OTHERWISE NOTED PROVIDE ON -FUSIBLE GENERAL DUTY SAI ETY SWITCHES AT A/C EQUIPMENT, AND AT P)MPS NOT VISIBLE FROM CIRCUIT BREAKER PA DEL AND AS PER MANUFACTURER'S RECOMME IDATIONS PROVIDE WATER PROOF BUBBLE COVERS ON RECEPTACLES EXPOSED TO WET AREAS PROVIDE GFI TRIP CONTROLLER WITH I SIGHT OF ALL RECEPTACLES IT CONTROLLER PROVIDE 20 AMP GFI BREAKERS #12 WI W/20 AMP PULLS FOR ALL BATHROOMS, GARAGE, KI CHEN, LAUNDRY & EXTERIOR RECEPTACLES ALL PANEL BOARDS PROVIDED WITH A PEWRITTEN SCHEDULE SHOWING CIRCUIT NUMBERS ND A COMPLETE DESCRIPTION OF EACH CIRCUIT. ALL ELECTRICAL WIRING DEVICES INDIC TED TO BE INSTALLED IN MASONRY WALLS OR FLOORS SHALL BE FLUSH MOUNTED, INCLUDING BRANCH CI 2CUIT PANEL BOARD UNLESS OTHERWISE NOTED. THE CONDUITS TO ASSOCIATED ELECTRICAL EQUIPMENT SH ILL BE CONCEALED IN WALLS OR FLOOR. CONTRACTOR SHALL VERIFY EXACT LOCA 'ION OF FIXTURES AND OUTLETS AT JOB SITE BEFORE ROUG LING -IN. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL ELECTRICAL EQUIPMENT AND IT'S GIVE LOAD WITH OTHER TRADE:;° BEFORE PANEL A BRKR POLE LOAD WIRE LOCATION NO NO LOCATION WIRE LOAD POLE BRKR 60 2 10000 6 AIR HANDLER 1 1,3 2,4 CONDENSER 2 8 7000 2 40 50 2 9000 6 RANGE 5,7 6,8 WATER HEATER 4500 2 30 20 1 1500 12 WASHER 9 10,12 DRYER 10 5000 2 30 20 1 1500 12 REF 11 20 1 1500 12 MW 13 14 BATH GFI 12 1500 1 20 20 1 1200 12 DISHWASHER 15 16 BATH GFI 12 1500 1 20 20 1 1500 12 SMALL APPLIANCE 17 18 LAUNDRY 12 1500 1 20 20 1 1500 12 SMALL APPLIANCE 19 20 GARAGE DOOR 12 1200 1 20 20 1 600 12 CEILING FANS 21 22 BATH FANS 12 200 1 20 20 1 1060 12 RECEPTACLES 23 24 LIGHTING 12 1000 1 20 20 1 1060 12 RECEPTACLES 25 26 LIGHTING 12 1000 1 1 20 20 1 1060 12 RECEPTACLES 27 28 LIGHTING 12 1000 1 20 20 1 1060 12 RECEPTACLES 29 30 LIGHTING 12 1000 1 20 20 1 1060 12 RECEPTACLES 31 32 EXT GFI 12 1000 1 20 20 1 1060 12 RECEPTACLES 33 34 EXT FLOOD LIGHTS 12 800 1 20 20 1 1000 12 DINING CHANDELIER 35 36 EXT LIGHTS 12 300 1 20 20 1 1000 12 KITCHEN LIGHT 37 38,40 POOL EQUIP 12 1500 1 20 39 41 1 42 PROVIDE FULL SIZE — GROUND WIRE TO WA PIPING 4 FOOTING ST WHERE AVAILABLE CLAMP FITTING APPLIED AT ALL CONNECTIONS 6'-011 (MIN.) FULL SIZE COPPER CABLE THROUGHOUT INSTALATION CD % SOLID COPPER TO BUILDING STEEL COPPER GROUND ROD TO BE 3/4'0 x 10' LONG (MINIMUM) NOTE: PROVIDE ONE, OR AS MANY GROUND RODS AS NECESSARY TO COMPLY WITH GROUNDING RESISTANCE AS REQUIRED BY NEC-250. Recessed lights (402.4.5) Shall be IC -rated and labeled to meet ASTM E 283 ELECTRICAL PLAN SCALE: 1/4"-= I'-V ALL COUNTER OUTLETS TO BE GFI PROTECTED. AE AREAS SPECIFIED IN NEC 21OJ2(5) TO BE ARC FAULT PROTECTED SMOKE DETECTOR NOTE SMOKE DETECTORS SHALL BE HARDWIRED TO BATHROOM OR KITCHEN CIRCUIT AND WITH BATTERY BACKUP. INTERCONECT TO ALL OTHER SMOKE DETECTORS SO THAT ALL WILL SOUND. (FBC S052) AND (NFPA 101 243.4) 0 FLORIDA BLDG 1 CODE 2014 W/ SUPPLEMENT', ® FLORIDA EXIST. BLDG CODE 2014 N FLORIDA RES. CODE 2014 2011 z O Q L U W Z LT� zw W W wozw ao P.4 awQrs� ,mow Revisions: ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY RICHARD BARNES AND THE PROPERTY OF THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, AND ARRANGEMENTS OR PLANS SHAD. BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF RICHARD BARNES. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS AS SHOWN ON THESE DRAWINGS �J a U Q x O z U W Q DRAWN RB CHECKED RB DATE 7-31-15 SCALP, AS NOTED FOR PERMIT 7-31-15 SHEET -1 OF SHEETS 0 FLORIDA BLDG CODE 2014 00 6ANIT14R1' 5rPALE: I/8" = 1'-0" 211 fD RISER L All pWnbNg rlxtu shall be Iatalled M acoordanca with sactlon PVCb FBC-r«IdaMlal plult kngg ]. All plrblg flxur« shell mae! the reyulremants or table P79031 Ibc 2012 r«IGntlal B. Mh-b tl-Scald vale« requlred at aho of Glove than 120 dae a al par FCC 2014 R«Idrnlal Pki bMg. 4. pCornrol vale« r"Tred at tub and showan as par Motion P21003 FBC 204-MmIdentlel S. PlhnbKng contractor shall verify s Tv an Mawr tap IocatTon prior to oonstmIetlon. 6. No veM stake shell paw UYax,Jh roof alolusa or valleys. 1. The floor and baM netarleM of baUroonr/owowdr Noon; shell be M Imprvtous neearlels. Q Provide back flow provaiI device as dascibed In ABC. L COST ESTIMATION FOR 114I6 WORK SMALL Of BASED ON DOCUMENTS APPI ROVED BY THE BUILDING DEPART 'ENT. 2. INTENDED CHANGES TO PLANS SHALL FIRST BE t OMFANICATED TO ARCHITECT IN WRITTEN FORT USING CHANGE O"'DER FOR'IAT. CHANGE ORDERS SHALL BE ONLY INITIATED BY TF E OWNER S. PRIOR TO COMMENCEMENT OF WORK VERWY ALL I EASUREM NITS AT BUILDING SITE SUBMIT ANY DISCREPANCIES O ARCHITECT FOR CONSIDERATION AND DECISION PRIOR TO PR CEEDING WITH wow. 4. PROVIDE ACCURATE LAYOUT, GRADES AND EL VATIONS. SET SLEEVES AND OPENINGS IN AMPLE TIME T NE PROPER PRECAUTIONS TO PROTECT WORK AND EGY PMENT FROM DAMAGE. B. LOCATION OF PIPES, CUTLETS, APPLIANCES, ITC , SHOWN ARE APPROXIMATE AND ARE UNDERSTOOD TO BE SUFJECT TO SUCH REVISIONS AS NECESSARY AT TIME OF INSTAL-ATION. EACH CONTRACTOR WILL BE REQUIRED TO INSTAU WORK WITH RELATION TO EXISTING BUILDING C 401TIC B AND BE RESPONSIBLE FOR FINISH ELEVATIONS. EXTERIOR L' 1LITIES SHOWN ARE DIAGRAMATIC. LOCATION, DEPTHS ND NVERSE ELEVATIONS ARE AS REQUIRED FOR PROPE It FLOW AND COORDINATION WITH OTHER TRADES. 6. DRAIIGe6 SHOW ARRANGEMENT OF PIPING Al, 7 EGIUIPNEM, SHOULD SITE CONDITIONS NECESSITATE ANY RE AVANGEMENIT, CONTRACTOR SHALL SUBMIT 1WO COPIES iF DRAIWINGS INDICATING PROPOSED CHANGES FOR REVIEW i NO COMMENT, BEFORE PROCEEDING; WITH WORK 1. IF CONTRACTOR PROPOSED TO INSTALL EQUIPM/ NT, INCLUDING PIPING RECIIRING SPACE CONDITIONS OTHER THAN THOSE 8H0117y OR TO REAIRRANGE EQUIPMENT, CGNTRM TOR ASSUMES FULL RESPONSIBILITY FOR REARRANGEMENT OI SPACE AND SHALL HAVE ARCHITECT REVIEW CHANGES DEFOR! MOCEEDIN G WITH WORK REQE6T6 FOR SUCH CHANGE! SHALL BE ACCOMPANIED BY SHOP DRAWINGS OF SPACE N C .ESTION S. EACH CONTRACTOR IS RESPONSIBLE FOR PRO ER LOCATION AND SIZES OF BLOTS, HOLES OR OPENINGS IN BUILDING STRUCTURE PERTAINNG TO HIS WORK AND F JR CORRECT LOCATION OF PIPE SLEEVES. S. CONTRACTOR SHALL HARMONIZE WORK WITH TH 4T OF OTHER TRADES SO THAT IT MAY BE NSTALLED N THE MOST DIRER AC WORKMANLIKE MAIMR, WITHOUT HNDERIFYG C THER TRADES. PIPING INTERFERENCES WILL BE HANDLED BY GIVING PRECEDENCE TO LIES WHICH REQUIRE STATED GRADE FOR PROPER OPERATION kV. FURNISH OWNER GUARANTEES FOR EQUIPMENT MATERIALS EXTENDING BEYOND THE GUARANTEE PERIOD SPECIFIED IN THESE DR441l0,106. IL PROVIDE COMPLETE PLUMBING; SYSTEM. P A SYSTEM OR ANY PART THEREOF FAIL TO MEET PERFORMANCE 1EQUIREYENTS, REPLACEMENT, ALTERATIONS OR REPAIRS AS EGIUIRED BY ARCHITECT, SHALL BE MADE TO BRING PERFOF 'LANCE UP TO SPECIFIED REQUIREMENTS. ANY CONSTRICTION OR FINISHES DAMAGED BY SUCH REPLACEYEWS, SHALL BE RESTORED TO PRIOR CONDITIONS AT NO ADDITIONAL COST TO O PER 12. PLUMBING CONTRACTOR SHALL INCLUDE N HIS P ID, PROVISION FOR PROVIDING TEMIPORARY LINTER FOR USE DURING CONSTRUCTION AS REQUIRED. B. SUB -CONTRACTOR SHALL BE RESPONSIBLE F 7R DAMAGED WORK OF ANOTHER CONTRACTOR OR TO THE BL L.DING, OR TO ITS CONTENTS, CAUSED BY LEAKS N OF T E EGUIPMENT, MATERIAL FAILURES, OR DISI:OMECTED PIPES, P ITIN'GS OR BY CVEFLOWS, AND SHALL MAKE REPAIRS AT HIS OU 1 E)CPENSE. M, ALL IORK EQUIPMENT AND MATERALS SHALL tE PROTECTED AT ALL TIMES TO PREVENT OBSTRUCTION, DAMAGE, oR BREAKAGE. ALL PIPE OPENINGS SHALL BE CLON ED WITH CAPS OR PLUG6. B. PLUMBING FIXTURES SHALL BE TESTED FOR PROF IR OPERATION AND ALL FLUSH VALVES ADJUSTED. I6. MINMUM PITCH OF ALL HORIZONTAL BRANCHES SELLER LINES SHALL BE PUIR611ANT TO FBC TABLE P104J El. WDERGROWD PIPING SHALL BE COPPER TYPE '. ALL OTHER WATER PIPING SHALL BE COPPER TYPE W. IS, PROVIDE SAFEWASTE FOR AIR CONDITIONING UNI CONDENSATE WITH TRAP. IS. PROVIDE PAN DRAINS TO BUILDING EXTERIOR 6' MOVE GRADE TURNED DOWN (EACH SEPARATELY). 20. ALL HOSE BIBS SHALL BE PROVIDED WITH VAC JIM BAKERS AND SHUT OFF VALVE. 2L PROVIDE CLEANOUT EVERY 15 FEET INSIDE BUILD 22. FOR PREPARATION OF RECORD DRAWINGS, FURN SH ARCHITECT WITH (2) BETS CP ACCURATELY MARKED COPIES OF DRAWINGS INDICATING ALL CHANGES PROM ORIGINAL AS INST A I ED. DW NEW TANKLESS GAS WATER HEATER W/ SUPPLEMENTS ■ FLORIDA EXIST. BLDG CODE 2014' ■ FLORIDA RES. CODE 2014 2011 z 0 Q P4 U a w w Revisions: ALL IDEAS DESIGNS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRA111NG ARE OWNED BY RICHARD BARNES AND THE PROPERTY OF THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION KITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS AND ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS AS SHOMN ON THESE DRAVANGS. tttttt77j 6� e \ em/ y v Q ltlll L1, V U kD �wlx ern Hor„� �Uzkn W�r"r o kn Q I DRAWN RB CHECKED RB DATE 7-31-15 SCALE AS NOTED FOR PERMIT 7-31-15 SHEET P1 OF SHI'.I''TS 7 0.. GAS RISER 2 SCALE: 1/4" = I'-0" 6-I I. NOTES:: ALL LP AND NATURAL GAS LINES SHALL BE PAINTED RUSTOLEUM OB44 YELLOW FROM ORIGINATION TO TERMINATION OF LINE. GAS LINES SHALL BE LABELED EVERY 15 FEET FROM POI SIT OF ORIGINATION TO TERMINATION OFTHE LINE. GAS PIPING TO BE INSTALLED BY LICENSED CONTRACTOR CONTRACTOR TO VERIFY THE BTUH OF ALL EQUIPMENT 51:FORE INSTALLATION AND REPORT ANY DISCREPANCY TO ARCF{ITECT OF RECORD. j TOTAL DEVELOPED GAS PIPE LENGTH FROM STAGE REGULATOR AND I FURTHEST APPLIANCE • -10' TOTAL BTUH LOAD 382000 BTUH SAS TANK IN 6RO.RC G A 6 PLAN SCALE: I/4" = I'-0" M .vE wxl ❑ FLORIDA CODE 201, W/SUPPLE ■ FLORIDA BLDG COI N FLORIDA CODE: 2011 z 0 H O w oa E~ w W � � woz P, aw�c Revisions: ALL IDEAS, DESIGNS. ARRANGEMENTS AND INDICATED OR REPRES THIS DRAWING ARE O' RICHARD BARNES AN[ PROPERTY OF THIS O WERE CREATED, EVOL DEVELOPED FOR USE CONNECTION WITH THI PROJECT. NONE OF S DESIGNS, AND ARRAN PLANS SHALL BE USE DISCLOSED TO ANY P OR CORPORATION FOF PURPOSE WHATSOEVE WRITTEN PERMISSION BARNES. WRITTEN DIMENSIONS DRAWINGS SHALL HA% PRECEDENCE OVER S( DIMENSIONS. CONTRACTOR SHALL I BE RESPONSIBLE FOR DIMENSIONS AND CON THE JOB AND THIS 1 BE NOTIFIED OF ANY FROM THE DIMENSION: CONDITIONS AS SHOW DRAWINGS. J ��99999 r^„ DRAWN RB CHECKEE RB DATE 7-31-1: SCALE AS NOT] FOR PERM] 7-31-1 ` SHEET OF