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HomeMy WebLinkAboutBUILDING SITE PLANS- N RESIDENTIAL T1 2017 FLORIDA BUILDING CODE bth EDITION, 2. DESIGN SU ROOF 20 PSF FLOOR 25 PSF DESIGN LIVE LOADS: ROOF 20 PSF ROOF (UNINHABITABLE ATTIC WITHOUT STORAGE) 10 PSF ROOF (UNINHABITABLE ATTIC WITH STORAGE) 20 PSF FLOOR 40 PSF 3, UL TIMATE DESIGN WIND SPEED, Vufl: 160 MPH(3 SECOND GUST) NOMINAL DESIGN WIND SPEED,. Vasd: 124 MPH (3 SECOND GUST) RISK CATEGORY: II WIND EXPOSURE CATEGORY: C MEAN ROOF HEIGHT, H: 15.0 FT ROOF PITCH: 5:12 INTERNAL PRESSURE COEFFICIENT: GCPi=+/-0.18 ASSUMPTIONS: A). BUILDING IS ASSUMED TO BE ENCLOSED AS DEFINED BY SECTION 1606.1.5 FBC B). ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS, I.E. DOORS, WINDOWS, JAMBS, ROOFING, ETC., SHALL BE DESIGNED AND FASTENED TO RESIST DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING; AS SHOWN ON THE PLANS. C). ALL PRE -MANUFACTURED MAIN WIND FORCE RESISTING COMPONENTS, I.E. TRUSSES, SHALL BE DESIGNED TO RESIST MAIN WIND FORCE RESISTING DESIGN FORCES, AS SPECIFIED ON THE PLANS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS. D). ALL GLAZING IS TO HAVE EITHER IMPACT RESISTANT GLAZING OR BE PROTECTED WITH AN IMPACT RESISTANT COVERING. I. GLAZED OPENINGS LOCATED WITHIN 30 FT. OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST. 2. GLAZED OPENINGS LOCATED MORETHAN 30 FT. ABOVE GRADE SHALL MEET THE REQUIREMENTS OF THE SMALL IMPACT TEST, E). OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION SPECIFICATIONS AND INSPECTIONS REQUIRED TO COMPLY WITH MANUFACTURER'S RECOMMENDATION FOR THE INSTALLATION OF COMPONENTS AND CLADDING FOR HURRICANE PRONE REGIONS, 4. SEISMIC ZONE: 0 5. FLOOD DESIGN DATA. REFER TO THE SURVEY. 6. GEOTECHNICAL REPORT T ALLOW THIS BEARING ASSUMED ALLOWABLE SOIL BEARING CAPACITY 1,500 PSF. If CONDITIONS DO NOT CAPACITY, THE CONTRACTOR IS TO ADVISE THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION GENERAL NOTES 7. REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION, REPORT ANY DISCREPANCIES TO THE OWNER AND THE GENERAL CONTRACTOR PRIOR TO PROCEEDING WITH WORK. 2. THE MASONRY WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT IS THE CONTRACTOR'S RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION. 4. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER, 5. COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS. (I.E. MECHANICAL, ELECTRICAL, PLUMBING, DUCTWORK, ETC.). 6.' ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN. 7. THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC INFORMATION IS MISSING OR IS IN CONFLICT, THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE GENERAL CONTRACTOR. 8. THE GENERAL CONTRACTOR SHALL NOT BE RESPONSIBLE FOR LAYOUT, DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM THE REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION AND SHOP DRAWINGS, USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUB -CONTRACTORS FROM THEIR RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE. 9. REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO GENERAL CONTRACTOR FOR REVIEW. NON-COMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL. SHALLOW FOUNDATIONS I . SOIL TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT SPECIFICATIONS. 2. CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS UNLESS OTHERWISE SHOWN ON PLANS. MAXIMUM MISPLACEMENT OR ECCENTRICITY - 2". TOLERANCE FOR MIS -LOCATION OF COLUMN DOWELS OR ANCHOR BOLTS TO BE PER ACI OR AISC STANDARDS. 3. HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED. 4. COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR INTERFERENCE. INDIVIDUAL FOOTINGS CAN BE LOWERED WITH THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE DRAWINGS. 5. EXCAVATING UNDER OR NEAR IN -PLACE FOOTINGS/FOUNDATIONS WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/ FOUNDATIONS WILL NOT BE PERMITTED. 6. REINFORCING SHALL BE SUPPORTED ON PRECUTS CONCRETE PADS. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING COLUMN DOWELS AND ANCHOR BOLTS. REINFORCED CONCRETE I. ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318-LATEST EDITION. 2. PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE PLACED OR FRACTION THEREOF. 3. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SPREAD AND WALL FOOTINGS 3,000 PSI COLUMNS AND WALLS 5,000 PSI BEAMS AND SLABS 5,000 PSI ALL OTHER CONCRETE 5,000 PSI 4. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. 5. USE REGULAR WEIGHT CONCRETE. 6. STRUCTURAL CONCRETE SHALL CONFORMTO ACI 301 AND HAVE THE. FOLLOWING SLUMPS & AGGREGATE REQUIREMENTS: LOCATION SLUMP MAX. AGGREGATE FOOTINGS 4"tl" ASTM#57 COLUMNS 5"±1" ASTM#57 BEAMS AND SLABS 5"tl" ASTM #57 7. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE: A). 3,000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO 0.58 MAXIMUM (NON -AIR ENTRAINED), 0.47 MAXIMUM (AIR ENTRAINED). B). 5,000 PSI, 28 DAY COMPRESSIVE STRENGTH: W/C RATIO 0.40 MAXIMUM (NON -AIR ENTRAINED), 0.35 MAXIMUM (AIR ENTRAINED) 8. FLYASH,WHEN USED, SHALL BE LIMITED TO20%OF THE CEMEMITIOUS MATERIAL. DO NOT USE FOR EXPOSED SLABS. 9. SUBMIT COPIES OF CONCRETE MIX DESIGN TO CONTRACTOR FOR APPROVAL INFORMATION SHALL INCLUDE: A). .INTENDED USAGE AND LOCATION FOR EACH TYPE B). MIX DESIGN FOR EACH TYPE C), CEMENT CONTENT IN POUNDS/CUBIC YARD D). COARSE AND FINE AGGREGATE IN POUNDS/CUBIC YARD E), WATER CEMENT RATIO BY WEIGHT F). CEMENT TYPE AND MANUFACTURER G). SLUMP RANGE H), AIR CONTENT 1). ADMIXTURE TYPE AND MANUFACTURER J). PERCENT ADMIXTURE BY WEIGHT - K). STRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DESIGN L). COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REINFORCING STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR. 10. ALL REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF CONCRETE. 11. THE USE OF JITTERBUGS O T CONSOLIDATE CONCRETE WILL NO T BE PERMITTED. la. u PUMPED CONCRETE WITH #57 AGGREGATE IS TO CONTAIN A HIGH RA NGE WATER REDUCING AGENT. A P MINIMUM SIZE OF DISCHARGE TO BE 4" I.D. 13. A 2" I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE. 14. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318 AND ACI DETAILING MANUAL, ACI-315 LATEST EDITION. 15. REINFORCEMENT WITH RUST, MILL SCALE OR A COMBINATION OF BOTH SHALL BE CONSIDERED SATISFACTORY, PROVIDED THE MINIMUM DIMENSIONS (INCLUDING HEIGHT OF DEFORMATIONS) AND WEIGHT OF A HAND -WIRE -BRUSHED TEST SPECIMEN ARE NOT LESS THAN APPLICABLE SPECIFICATION REQUIREMENTS IN THE ASTM STANDARDS REFERENCE SHALL BE IN ACI 318. 16. ALL SLABS ON GRADE SHALL REINFORCED WITH SYNTHETIC FIBER. FIBER LENGTHS SHALL BE 1 /2"TO T. AMOUNTS SHALL BE OJ5 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. 17. LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE SCHEDULE OR MIN 40 BAR DIA. LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT. TOP STEEL AT MIDSPAN.UNLESS OTHERWISE SPECIFIED. 18. TERMINATE ALL DISCONTINUOUS TOP BARS WITH STANDARD 90° HOOK (PLACED VERTICALLY) UNLESS OTHERWISE NOTED. 19. PROVIDE THE FOLLOWING CONCRETE COVERAGE OVER REINFORCING: FOOTINGS / GRADE BEAMS: BOTTOM AND UNFORMED. EDGES DIRECT CONTACT WITH SOIL 3" CUR WITH VAPOR BARRIER 2" CUR BEAMS & COLUMNS: INTERIOR 1-1/2" CUR - EXTERIOR Z'CUR SLABS: INTERIOR 3/4" CLR EXTERIOR 1-1/2" CUR CONC. WALLS: AS NOTED BUT NO LESS THAN 1-1/2" CUR 20. SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS INDIVIDUALLY. CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO CONTRACTOR FOR REVIEW PRIOR TO CASTING CONCRETE. 21. NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATETHE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. 22. AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS & STRIP FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY UNLESS NOTED OTHERWISE AS HORIZONTAL STEEL. 23. ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. 24. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVIDING THE CONSTRUCTION OF ALL FORMWORK IN ACCOR DANCE WITH ACI 347. 25. PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP OF CONCRETE TO CHO' FOR #57 AGGREGATE AND V-0" FOR #8 AGGREGATE, ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING PLACEMENT. 26. FOOTING SIZES SHOWN ARE FOR FOOTINGS CONSTRUCTED WITH SIDE FORMS. IF SOIL MATERIAL CAN HOLD A VERTICAL SHAPE, IT CAN BE USED AS AN EARTH FORM PROVIDED FOOTING WIDTH IS INCREASED 1"IN EACH HORIZONTAL DIRECTION. ALL SLOUGHED MATERIAL SHALL BE REMOVED FROM EXCAVATION BEFORE AND DURING PLACEMENT OF CONCRETE. 27. PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI 318, SECTION 6.3. 28. CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE. DRILL -IN B LTS, SCREWS AND DOWELS I, WE :: E BOLTS SHALL BE 11 W RAMSEUREDHEAD BOLTS OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT EXISTING REINFORCING TO INSTALL, 2. MASONRY AND CONCRETE SCREWS SHALL BE RAMSET/REDHEAD'TAPCONS" OR APPROVED EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 3. ANCHORING ADHESIVE SHALL BE A TWO -COMPONENT SOLID EPDXY -BASED DISPENSED THROUGH A STATIC -MIXING NOZZLE SUPPLIED BY THE MANUFACTURER. SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD SIDE -BY -SIDE CARTRIDGE AND EPDXY SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM C-881 SPECIFICATION FOR TYPE I, II, IV AND V, GRADE 3, CLASS B AND C AND MUST DEVELOP A MINIMUM 10,560 PSI COMPRESSIVE YIELD STRENGTH AFTER 7-DAY CURE. 4. GROUTED ANCHORS SHALL BE SIMPSON EPDXY -TIE ADHESIVE. SYSTEM OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. DRILL -IN REBAR DOWELS AND THREADED ROD ANCHORS (A307) SHALL BE SET USING A TWO-PART EPDXY AS DESCRIBED ABOVE. PRECAST. ONCRETE I. MANUFACTURE SHALL HAVE BEEN ENGAGED IN THE DESIGN AND PRODUCTION OF PRECAST PRE -STRESSED COMPONENTS FOR AT LEAST FIVE (5) YEARS. 2. WHERE CONCRETE TOPPING IS SHOWN, PRECAST MEMBERS SHALL BE DESIGNED BY THE MANUFACTURER FOR COMPOSITE ACTION TO SUPPORT SUPERIMPOSED LIVE LOADS AS GIVEN IN THE NOTES PLUS ALLDEAD LOADS AND THE WEIGHT OF PRECAST AND TOPPING. SEE PLAN FOR ANY CONCENTRATED LOADS. 3. MANUFACTURER SHALL DESIGN PRECAST MEMBERS WHERE TOPPING IS LESS THAN 2" THICK FOR COMPOSITE ACTION IF APPLICABLE. 4. PLANT OR ORGANIZATION AND ALL MANUFACTURING PROCEDURES SHALL COMPLY WITH PCI MANUAL FOR QUALITY CONTROL. 5. CONCRETE: 5000 PSI AT 28 DAYS. BATCH PLANT AND MIXING EQUIPMENT SHALL BE AT LEAST EQUALTO THAT SPECIFIED BY ASTM C94, SPECIFICATION FOR READY MIX CONCRETE. 6. CODES AND STANDARDS: ACI 318 BUILDING CODE REQ'S FOR REINFORCED CONCRETE ASTM A416 STRESS -RELIEVED STRAND FOR PRE -STRESSED CONCRETE ASTM C33 CONCRETE AGGREGATES ASTM C150 PORTLAND CEMENT ASTM C330 LIGHTWEIGHT AGGREGATES FOR STRUCTURAL CONCRETE 7. MANUFACTURER SHALL MAINTAIN RECORDS OF CONCRETE COMPRESSIVE TESTS OF SPECIMENS REPRESENTATIVE OF THE WORK. AT LEASTTHREE (3) CYLINDERS SHALL BE MADE FOR EACH DAY'S PRODUCTION AND TESTED AT 28 DAYS. 8, MANUFACTURER SHALL CONFORM TO REQUIREMENTS DEFINED IN PRE -STRESSED MANUAL 116-"MANUAL FOR QUALITY CONTROL FOR PLANTS CONC RETE INSTITUTES MA Q AND PRODUCTION OF PRECAST, PRE -STRESSED CONCRETE PRODUCTS". 9. MANUFACTURER TO FURNISH CERTIFICATION THAT PRE -STRESS STRAND COMPLIES WITH SPECIFICATIONS WHEN REQUIRED. 10. MANUFACTURER SHALL NOTIFY ARCHITECTS AND GENERAL CONTRACTOR IN WRITING PRIOR TO CONSTRUCTION WHEN DESIGN PLANK CAMBER IS EXPECTED TO EXCEED THE PCI SAFE LOAD CAMBER TABLE'. VALUES. 11. CONCRETE MATERIALS: A). PORTLAND CEMENT TYPE - ASTM C 150. B). AGGREGATES - ASTM C330 ORC33. C). CONCRETE SHALL BE ZERO (0) SLUMP. 12. FINE GROUT: A). ONE PART PORTLAND CEMENT B). THREE PARTS SAND C). 6" SLUMP 13. THOROUGHLY CLEAN THEN GROUT ALL LEYWAYS. 14. CONCRETE TOPPING: A). 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS B). 2" MINIMUM THICKNESS (WHEN DESIGNED FOR COMPOSITE ACTION, CONFIRM WITH MANUFACTURER)- C). FIBERMESH TO BE USED FOR TOPPING. 15. PRPOAST SLAB SHALL BE PROPERLY CLEANED AND WETTED PRIOR TO TOPPING AppPICATION. 16. VERifY THE EXACT SIZE AND LOCATION OF ALL FLOOR OPENINGS FOR MECHANICAL EQUIPMENT WIT WITH MECHANICAL CONTRACTOR PRIOR TO THE FA6'$ICAnON OF MATERIALS. 17. NO OPENINGS MAY BE CUT OR DRILLED THROUGH THE PRECAST MEMBERS WITNOUT PRIOR APPROVAL FROM THE MANUFACTURER. 18, OPI•NINGS REQUIRING SUPPLEMENTARYSTEEL HANGERS SHALL BE PROVIDED BY THE MANUFACTURER. 19, ALL INSERTS, BRACES, STRONGBACKS, AND OTHER ACCESSORIES SHALL BE INSTALLED BY THE MANUFACTURER IN ACCORDANCE WITH RICHMOND BULLETIN NO: 8 "PRODUCTS FOR PRECAST/PRE-STRISSED CONCRETE CONSTRUCTION". ALSO PROVIDE ANY SPECIAL REINFORCING TOPREVENT FLEXURAL CRACKS DURING SHIPPING AND INSTALLATION. 20. PRE -STRESSED CONCRETE SLABS SHALL BE FREE OF HONEYCOMBING AND CHAMFERS SHALL BE UNIFORM IN SIZE. UPON COMPLETION OF ERECTION, ERECTOR SHALL REPAIR CHIPPED MEMBERS. 21. PRE -STRESSED CONCRETE UNITS SHALL EE ERECTED INTO FINAL POSITION UNDER THE SUPERVISION OF AN EMPLOYEE OF THE ..ANUFACTURER, OR COMPETENT ERECTOR. HALL SE ALIGNED 22. PRE -STRESSED CONCRETE UNITS S AND LEVELED PRIOR TO GROUTING KEYWAY JOINTS. 23. ANY GAPS BETWEEN PLANK AND STRUCTURE ABOVE AND BELOW CREATED BY CAMBER OR UNEVEN SURFACES ARE TO BE PACKED SOLID WITH GROUT. 24. PRE -STRESSED CONCRETE UNITS BEARIN3 REQUIREMENTS: 3-1/2" FULL BEARING, I-( /2" SIDE BEARING, UNLESS DETAILED OTHERWISE ON THE DRAWINGS. 25. IT 15 THE GENERAL CONTRACTORS RESPONSIBILITY TO ENSURE A MINIMUM OF 36 HOURS OF CONCRURING OF ALL LINTELS AND BEAMS PRIOR TO ERECTION OF HOLLOW CORE SLA S. 26. TH€ GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR: A), PROVIDING TRUE AND LEVEL BEARING SURFACES ON ALL FIELD PLACED BEARING WALLS AND OTHER FIELD PLACED SUPPORTING MEMBERS. 8). ALL PIPES, STACKS, CONDUIT, AND OTHER SUCH ITEMS SHALL BE STUBBED OF AT A LRVEL LOWER THAN THE BEARING PLANE OF THE PRE -STRESSED CONCRETE SLABS, UNfILAFTER THE SLABS ARE SET IN PLACE. 27. SURMITMALS: A); SUBMIT SHOP DRAWINGS OF PRECAST CONCRETE COMPONENTS: ERECTION PLAN. CONNECTION DETAILS, DESIGN LOADS, AND ALL OPENINGS. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A LICENSED FLORIDA ENGINEER. B). DESIGN CALCULATIONS SHALL BE SUBMITTED WITH SHOP DRAWINGS SEALED BY A REGISTERED ENGINEER. C), CERTIFICATION LETTER FOR PCI COMPLIANCE SHALL BE SUBMITTED WITH THE :SHOP DRAWINGS. SUBMITTED SHOP DRAWINGS MUST BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR. MASON1. M,ASONRY CONSTRUCTION SHALL CONFORM TO ACI'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACVASCE530-02) AND 'SPECIFICATIONS FOR MASONRY STRUCTURES" (ACl/ASCE 530.1-02) EXCEPT AS AMENDED BELOW. 2. CONTRACTOR SHALL OBTAIN COPY OFMASONRY CODE AND SPECIFICATIONS FOR REFERENCE AT THE JOBSITE. 3, STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. ALL MASONRY UNITS SHALL BE LAID PRIOR TO CONCRETE PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME STORY. 4, USE TYPE -M' MORTAR FOR ABOVE GRADE APPLICATIONS AND TYPE "S' MORTAR FOR BELOW GRADE APPLICATIONS. MORTAR SHALL CONFORM TO ASTM C270 (PROPORTION OR PROPERTY SPECIFICATION). 5. MASONRY UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE II. MINIMUM NET COMPRESSIVE UNIT STRENGTH OF Z000 PSI TO PROVIDE NET AREA COMPRESSIVE .STRENGTH OF MASONRY (Frri) OF 1,500 PSI. 6. COARSE GROUT SHALL CONFORM TO ASTM C476: A), 2,500 PSI AT 28 DAYS B). 1/4" MAXIMUM AGGREGATE SIZE C. 8'TO 11"SLUMP 7. A REINFORCED CONCRETE TIE BEAM OR MASONRY TIE BEAM SHALL BE PROV IDED IN ALL WIN WALLS SHOWN ON THE STRUCTURAL DRAWINGS AT EACH FLOOR AND THE ROOF. USE GALVANIZED MESH TYPE CELL CAPS. PROVIDE CORNER BARS AT ALL BEAM CORNERS TO MATCH HORIZONTAL BARS. B. UNLESS NOTED OTHERWISE TIE BEAMS SHALL BE EITHER: A). VIA16" CONCRETE TIE BEAM REINFORCED WITH (2)#5 TOP AND BOTTOM AND #3 STIRRUPS @ 18" O.C. B). (2) COURSES 8" MASONRY U-BLOCK, REINFORCED WITH #5 EA COURSE, FULLY GROUTED. 9. VERTICAL REINFORCING FOR FILLED CELLS SHALL CONFORM TO ASTM 615. 10. PROVIDE VERTICAL REINFORCEMENT IN GROUT FILLED CELLS: A); AS SHOWN ON THE DRAWINGS B). MAXIMUM32'O.C. C), AT ALL CORNERS AND INTERSECTIONS D), AT ANCHORAGE OF CONNECTIONS OR BEARING OF BEAMS. 11, REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER. LAP VERTICAL REINFORCEMENT ABOVE GRADE BEAM AND ABOVE EACH FLOOR UNLESS NOTED OTHERWISE, 12. PROVIDE FULL MORTAR BEDDING AROUND ALL FILLED CELLS WITH VERTICAL REINFORCING. 13. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. 14. PROVIDE HORIZONTAL WALL REINFORCEMENT 9 GA. LADDER TYPE (DUR-O-WALL OR S EQUAL) IN BED JOINTS AT 16" O.C. MEASURED VERTICALLY. 15. JOINT REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE 16. AT INTERSECTING WALLS FIFTY PERCENT OF THE MASONRY SHALL BE LAID IN OVERLAPPING MASONRY BONDING PATTERN. 17. REFER TO TYPICAL WALL SECTIONS FOR MAXIMUM CONSTRUCTION HEIGHT OF MASONRY WALLS. PROVIDE CLEAN -OUT HOLES AT BASE OF FILLED CELL WHEN THE CONCRETE POUR EXCEEDS 5 FEET IN HEIGHT. 18. GROUT FOR FILLED CELLS SHALL BE VIBRATED DURING PLACEMENT USING A TENCIL' TYPE VIBRATOR. 19. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF RAN E OF 1 2" FROM IM C / BAR AND AT 8'-0" O.C. MAXIMUM WITH A MINIMUM CLEARANCE U MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER OR 1". CENTER BARS IN WALLS UNLESS NOTED OTHERWISE. 20. ALL REINFORCED CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN MATERIAL OR D€RRIS. WOOD 1. ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO ARC "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION , MANUAL, EDITION, AND THE "NATIONAL DESIGN SPECIFICATIONS" FOR WOOD CONSTRUCTION, 1991 EDITION, AND FLORIDA BUILDING CODE, CHAPTER 23. 2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 3. DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 4, ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 5. ALL METAL WOOD CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUAL AND SHALL BE GALVANIZED STEEL. 6. ALL LUMBER SHALL BE SOUTHERN PINE NO.2 GRADE OR BETTER: WITH 19% MAXIMUM MOISTURE CONTENT, UNLESS NOTED ON THE PLANS. 7. SHEATHING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE I, SPAN RATED AS PER THE RAFTER OR TRUSS SPACING. 8. PNEUMATIC NAILING DEVICES SHALL BE CALIBRATED TO AVOID COUNTER SINKING NAILS INTO EXTERIOR WALL AND ROOF SHEATHING. 9. UNLESS NOTED OTHERWISE, HEADER BEAMS ARE TO BE PROVIDED IN ACCORDANCE WITH SECTION 2308.3 OF THE FLORIDA BUILDING CODE. 10. FRAMING MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH SECTION 2306 OF THE FLORIDA BUILDING CODE, EXCEPT WHERE FASTENING SCHEDULES ARE MORE STRINGENT IN THESE PLANS. 11. PROVIDE ADDITIONAL UPLIFT CONNECTORS TO RESIST UPLIFT LOADS IN ACCORDANCE WITH CONNECTORS SPECIFIED ON PLAN OR ON DETAILS. WOOD TRUSSES I. THIS SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF TRUSSES AS "WOOD TRUSSES". 2. DESIGN OF METAL CONNECTED ROOF TRUSSES TO COMPLY WITH: A). APPLICABLE BUILDING CODE (SEE NOTE DESIGN CRITERIA NOTE-1). B). NFPA'S "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADED LUMBER AND ITS FASTENINGS." C). TRUSS PLATE INSTITUTES "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED ROOFTRUSSES:' 3. WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD "2 EDITION, CONSTRUCTION 015E O , PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION, "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED TRUSSES, WOOD TPI-85" PUBLISHED BY THE TRUSS PLATE INSTITUTE, AND THE APPLICABLE BUILDING CODE LISTED IN THE MISCELLANEOUS SECTION OF THESE SPECIFICATIONS. 4. SIGNED AND SEALED SHOP DRAWINGS SHOWING TRUSS CONFIGURATION WITH MEMBER SIZES AND CONNECTIONS, TRUSS LAYOUT WITH PIECE MARKS, REQUIRED TRUSS TO TRUSS CONNECTIONS, DESIGN LOADS, DURATION FACTORS AND ERECTION DETAILS MUST BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. IF REQ., SUBMIT COPIES TO THE BUILDING DEPARTMENT AT TIME OF PERMITTING. 5. WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL LOADS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING: LIVE, DEAD, WIND, AND CONCENTRATED. SEE STRUCTURAL DESIGN CRITERIA N FOR LIVE L R A SECTION ADS. O O 6. MINIMUM DURATION OF LOAD FACTORS ROOF DL+LL+WL 1.33 ROOF DL+LL 1.25 7. NO WANE, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. PLATES SHALL BE CONNECTED WITH ONE REQUIRED EACH SIDE OF TRUSS. 8. HANDLING, ERECTION AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH "HANDLING AND ERECTING WOOD TRUSSES" (HIB-91) AND "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" BY THE TRUSS PLATE INSTITUTE, LATEST EDITIONS. 9. DEFLECTION LIMITATIONS: (UNLESS NOTED OTHERWISE) ROOF LIVE LOAD = L/360 ROOF TOTAL LOAD = L/240 10. SUPPORTS: WOOD TRUSSES SHALL BE DESIGNED WITH AT LEAST ON HORIZONTAL ROLLER CONNECTION PER SPAN SO THAT NO HORIZONTAL REACTIONS ARE INDUCED ON SUPPORTS UNDER DEAD OR LIVE LOADS. 11. WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING INFORMATION: A). SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF THE WOOD TRUSSES. B). ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST BE CONSIDERED. C). ADJUSTMENT TO ALLOWABLE VALUES (DURATION OF LOAD FACTORS, ETC.). D). REACTIVE FORCES AND THEIR LOCATIONS, E.. BEARING TYPE AND MINIMUM BEARING LE NGTH. F). DEFLECTIONS, SPAN AND REACTION. G). METAL CONNECTOR PLATE TYPE, GAUGE, SIZE AND LOCATION. H). LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT. I). LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING. J). TRUSS SPLICES MUST BE DETAILED. THIS INCLUDES "PIGGY BACK'TRUSSES. K). CONNECTION DETAILS: TRUSS TO TRUSS, TRUSS TO TRUSS GIRDER,. PIGGY BACK TO TRUSS, ETC. L. BRACING: NOTE MINIMUM. REQUIREMENTS WT-12. 72. CONTINUOUS BOTTOM CHORD LATERAL BRACING IS REQUIRED AT A MINIMUM SPACING OF 10' O.C. UNLESS NOTED OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO OTHER END. OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2x4 GRADE MARKED LUMBER AT LEAST IO' LONG, WITH SIMPSON H2.5 AT EACH TRUSS. 13, TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION. 14, ALL METAL WOOD CONNECTORS EXPOSED TO MARINE AIR ENVIRONMENT SHALL BE STAINLESS STEEL TYPE 316. ALL OTHER CONNECTORS IN. CONTACT WITH TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TYPE 316 MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUAL. 15. ALL CONNECTION HARDWARE IS TO BE FULLY FASTENED PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE. GENERAL ELECTRICAL NOTES: 1. ALL WORK OF THIS SECTION SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. ALL WORK SHALL BE SUBJECT TO INSPECTION BY LOCAL AND CITY INSPECTORS AND MUST MEET WITH THEIR APPROVAL. 2. THE ELECTRICAL CONTRACTOR SHALL APPLY FOR ALL PERMITS AND INSPECTIONS. PROVIDE THE OWNER WITH CERTIFICATE OF INSPECTIONS. 3. THE ELECTRICAL CONTRACTOR SHALL VERIFY WITH THE UTILITY COMPANY OF ALL SERVICES ENTERING THE BUILDING. 4. UNLESS OTHERWISE NOTED, THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, APPARATUS, TOOLS, STORAGE, AND ALL OTHER ITEMS OR WORK NECESSARY OR REQUIRED TO INSTALLAND COMPLETE THE ELECTRICAL WORK SHOWN ON THE DRAWINGS AND SPECIFIED. 5. PROVIDE TEMPORARY LIGHTING AND POWER AS REQUIRED. 6. THE ELECTRICAL CONTRACTOR SHALL BEFORE SUBMITTING HIS PROPOSAL FOR WORK, VISIT THE SITE AND/OR PREMISES AND OBTAIN ALL INFORMATION THAT WILL AFFECT HIS BID. FAILURETO DO SO WILL NOT REUEVETHE CONTRACTOR FROM RESPONSIBILITY FOR CONFORMING TO THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. 7. THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IN WRITING PRIOR TO HIS BID OF ANY DISCREPANCIES SHOWN ON THE DRAWINGS THAT DO NOT REFLECT ACTUAL FIELD CONDITIONS. 8. SCOPE OF WORK: FURNISH ALL LABOR, MATERIALS AND APPLIANCES IN ORDER TO PRODUCE A COMPLETE ELECTRICAL SYSTEM.. CONTRACT SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING PRINCIPLE ITEMS OF WORK: A). PROVIDE NEW 200 AMP SERVICE. B). ELECTRICAL MAIN AND BRANCH PANELS AS REQUIRED. C), WORK IN CONNECTION WITH OTHER TRADES, FIXTURES HT D). INSTALLATION OF LIGHT AND LAMPS. E DEVICES AND PLATES. F). TEMPORARY LIGHTING AND POWER. R. G). TAGGING OF FEEDERS. 9. THE ELECTRICAL CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AND INSTALL SERVICE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. INCLUDE ANY UTILITY COMPANY COST ASSOCIATED WITH THE INSTALLATION. 10. ALL WIRING SHALL BE COPPER, TYPE AC (ARMORED CABLE) OR NM (NON-METALLIC CABLE). OUTLET BOXES SHALL BE OF TYPE AND SIZE FOR LOCATION AND USE INTENDED. 11. COORDINATE CONTROL AND POWER WIRING REQUIREMENTS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. 12. WIRING DEVICES: - SINGLE POLE SWITCH SLATER #2270-WH - 3WAY SWITCH SLATER #2273-WH - 4WAYSWITCH SLATER#2274-WH - DIMMER LUTRON SKYLARK S-103P - DIMMER (FLUORESCENT) LUTRON SKYLARK SF-103P - DUPLEX RECEPTACLE SLATER #6252 AC WH - GFI SLATER #6252 GFI WH - SMOKE DETECTOR SQUARED' EDG 55 (HARDWIRED & INTERCONNECTED) EXHAUST FAN BROAN OR EQUAL 13. DEVICES AND PLATES SHALL BE OF COLOR AS SELECTED BY THE OWNER. 14. WHERE OUTLETS ARE SHOWN TO BE CONTROLLED BY SWITCHES, CONNECT SWITCH TO TOP LEG OF OUTLET ONLY. 15. THE ELECTRICAL CONTRACTOR SHALL REVIEW OUTLET AND SWITCH LOCATIONS WITH THE OWNER IN FIELD PRIOR TO INSTALLATION. 16. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS TO BE HARD WIRED AND INTERCONNECTED. INSTALL SMOKE DETECTOR IN EACH BEDROOM. INSTALL A COMBINATION SMOKE/CARBON MONOXIDE DETECTOR IN THE HALL. 17, PROVIDE AND INSTALL DOOR CHIME AS SELECTED BY THE OWNER. 18. LIGHTING FIXTURE SCHEDULE: ALL LIGHTING FIXTURES SHALL BE FURNISHED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR. GENERAL PLUMBING NOTES: 1. ALL WORK ON THIS SECTION SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL STANDARD PLUMBING CODE AS ADOPTED AND AMENDED BY THE FLORIDA UNIFORM CONSTRUCTION CODE, OSHA ASHRAE. ASME BOCA, NFPA AND ALL APPLICABLE STATEAND LOCAL CODES AND ORDINANCES. ALL WORKSHALL BE SUBJECT TO INSPECTION BY LOCAL AND COUNTY INSPECTORS AND MUST MEET THEIR APPROVAL. 2. THE PLUMBING CONTRACTOR SHALL APPLY FOR ALL PERMITS AND INSPECTIONS. PROVIDE OWNER WITHCERTIFICATES OF INSPECTIONS. 3. THE PLUMBING CONTRACTOR SHALL VERIFY WITH THE UTILITY COMPANY OF ALL SERVICES ENTERING THE BUILDING. 4. UNLESS OTHERWISE NOTED, THE PLUMBING CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, APPARATUS, TOOLS, STORAGE, AND ALL OTHER ITEMS OF WORK NECESSARY OR REQUIRED TO INSTALL AND COMPLETE THE PLUMBING WORK SHOWN ON THE DRAWING AND SPECIFIED. 5. THE PLUMBING CONTRACTOR SHALL BEFORE SUBMITTING HIS PROPOSAL FOR THE WORK VISIT THE SITE AND/OR PREMISES AND OBTAIN ALL INFORMATION THAT WILL AFFECT HIS BID. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR CONFORMING TO THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. 6. THE PLUMBING CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IN WRITING PRIOR TO HIS BID OF ANY DISCREPANCIES SHOWN ON THE DRAWINGS THAT DO NOT REFLECT ACTUAL FIELD CONDITIONS. 7. ALL WATER SUPPLY LINES TO BE PEX TUBING INSIDE STRUCTURE AND PVC BELOW GRADE. MAIN WATER SUPPLY TO BE A MINIMUM 3/4" AND ALL BRANCH SUPPLY LINES TO BE A MINIMUM I /2,'. MINIMUM CONNECTION SIZES: WATER CLOSET 3/8" CW 2' VENT LAVATORY/SINK 3/8" CW 3/8" HW 1-1/2"VENT BATH/SHOWER 1/2"CW 1/2"HW 1-1/2"VENT UTILITY SINK 1/2" CW I/2" HW 2" VENT WASHING MACHINE 1 /2" CW 1 /2" HW 2" VENT 8. ALL HOT WATER LINES, WHETHER CONCEALED OR NOT, SHALL BE INSULATED WITH?, ARMAFLEX OREQUAL. INSULATE ALL WATER LINES PASSING THROUGH EXTERIOR WALLS, CRAWL SPACES, SOFFITS AND INACCESSIBLE SPACES. 9. ALL WASTE LINES MAY BE PVC SCHEDULE 40. PITCH WASTE LINES A MINIMUM OF 1/8" PER LINEAR FOOT. WHERE PVC IS INSTALLED IN WALLS, PROVIDE INSULATION BATTS AROUND PIPES TO REDUCE SOUND TRANSMISSION. TIE NEW PIPING INTO EXISTING WITH ADAPTERS AS REQUIRED. 10. PROVIDE SHUT OFF VALVES AT EACH FIXTURE AND SCREWSTOPS IN SHOWER FITTINGS, H 11. ADEQUATELY SUPPORT, SUSPEND AND ANCHOR WATER WASTE AND VENT PIPING SO AS TO MINIMIZE OR ELIMINATE PIPE MOVEMENT, MISALIGNMENT, OR HAMMERING. 12. INDIVIDUALLY VENT EACH FIXTURE. COLLECT VENTS AND RUN NEW VENT STACKS THROUGH THE ROOF. FLASH AND COUNTERFLASH VENTS WHERE THEY PENETRATE THE ROOF, EXTENDING 12" AROUND VENT LEAVING ROOF WATERTIGHT. 13, PROVIDE A NEW 80 GALLON HIGH RECOVERY RATE GLASS LINED HOT WATER HEATER (ELECTRIC START) BY RHEEM OR EQUAL, SEE PLANS FOR LOCATION. 14. PROVIDE WATER CONNECTION TO ICE MAKER IN THE KITCHEN, 15. PLUMBING SCHEDULE: AU ALL PLUMBING FIXTURES WATER CLOSET LAVATORY TUB AND SHOWER SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR AS APPROVED BY THE OWNER. B). ALL COLOR SELECTIONS SHALL BE MADE BY THE OWNER PRIOR TO ORDERING MATERIALS. C). ALL FITTINGS (FAUCETS, SHOWERHEADS, ETC.) SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR AS APPROVED BY THE OWNER. D). FINAL HOOK-UPS OF WASHER, DRYER AND OTHER APPLIANCES BY THE GENERAL CONTRACTOR. GENERAL HVAC NOTES: I . ALL WORK OF THIS SECTION SHALL CONFORM TO THE LATEST EDITION OF THE INTERNATIONAL MECHANICAL CODE, ASHRAE, ASME, NFPA, SMIACNA MANUAL AND ALL APPLICABLE STATE LOCAL CODES AND ORDINANCES. ALL WORK SHALL BE SUBJECT TO INSPECTION BY LOCAL AND COUNTY INSPECTORS AND MUST MEET WITH THEIR APPROVAL, 2. THE MECHANICAL CONTRACTOR SHALL APPLY FOR ALL PERMITS AND INSPECTIONS, PROVIDE OWNER WITH CERTIFICATE OF INSPECTIONS, 3. UNLESS OTHERWISE NOTED; THE MECHANICAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, APPARATUS, TOOLS, STORAGE, AND ALL OTHER ITEMS OR WORK NECESSARY OR REQUIRED TO INSTALL AND COMPLETE THE MECHANICAL WORK SHOWN ON THE DRAWINGS AND SPECIFIED. 4. THE MECHANICAL CONTRACTOR SHALL BEFORE SUBMITTING HIS PROPOSAL FOR WORK, VISIT THE SITE AND/OR PREMISES AND OBTAIN ALL INFORMATION THAT WILL AFFECT HIS BID. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIEILITY FOR CONFORMING TO THE REQUIREMENTS OF CONSTRUCTION DOCUMENTS. 5. THE MECHANICAL CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IN WRITING PRIOR TO HIS BID OF ANY DISCREPANCIES SHOWN ON THE DRAWINGS THAT DO NOT REFLECT ACTUAL FIELD CONDITIONS. 6. CONTRACTOR SHALL PROVIDE A HEATING, VENTILATING AND AIR CONDITIONING SYSTEM AS REQUIRED TO MEET THE FOLLOWING DESIGN CONDITIONS: HEATING : OUTSIDE 0 ° F. - INSIDE 70 ° F. COOLING : OUTSIDE 95 ° F. DB/78 ° WB. - INSIDE 78 ° DB/65 ° W B 7. COORDINATE CONTROL AND POWER WIRING REQUIREMENTS WITH ELECTRICAL CONTRACTOR IN FIELD. 8. COORDINATE LOCA'.; ON OF ANY AND ALL EQUIPMENT WITH OWNER IN FIELD. 9. ALL EXHAUST FANS SHOULD BE DUCTED TO THE EXTERIOR OF THE BUILDING. 10. FURNISH AND INSTALL A NEW HIGH EFFICIENCY HEATING/ AIR CONDITIONING UNIT (13 SEER OR HIGHER) WITH ALL PIPING, WIRING, ETC. FOR A COMPLETE INSTALLATION. UNIT T'D BE MANUFACTURED BY CARRIER OR APPROVED EQUAL. 11, LOCATE THE AIR HANDLING UNIT IN THE UTILITY CLOSET AND THE CONDENSING UNIT OUTSIDE. 12. ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH:THE LATEST ASHRAE REQUIREMENTS. FLEXIBLE DUCTWORK TO BE USED FOR VERTICAL DROPS FROM METAL. ALL DUCTWORK TO, BE CONCEALED. 13. ALL DUCTWORK TO BE INSULATED WfrH'AEROFLEX' DUCT LINER AS MANUFACTURED BY OWENCORNING OR APPROVED EQUAL. DUCT LINER TO BE FASTENED TO DUCTWORK IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 14. PROVIDE ALL DUCT ACCESSORIES, FLEXIBLE CONNECTORS, VIBRO-ISOLATERS, SUPPORTS, ETC. TO ASSURE NOISELESS OPERATION AS RECOMMENDED BY ASHRAE AND SMIACNA MANUALS. 15. PROVIDE AUTOMATIC CONTROL OF HEATING AND AIR CONDITIONING UNIT. EQUIPMENT NEEDED: HEATING/COOLING THERMOSTATS WITH AUTOMATIC CHANGE OVER PER UNIT, THERMOSTATS TO BE PROGRAMMABLE ELECTRIC OPERATED WIRED (BATTERY TYPE NOT ACCEPTABLE). 16. THE MECHANICAL CONTRACTOR SHALL PROVIDE TEST AND BALANCING OF ENTIRE SYSTEM. 17. MECHANICAL CONTRACTOR SHALL REVIEW WITH AND SUBMIT TO THE OWNER A SCHEMATIC SUPPLY AND RETURN AIR DUCT LAYOUT PRIOR TO INSTALLATION. KITCHEN NOTES: - 1. THE GENERAL CONTRACTOR SHALL ARRANGE FOR THE SELECTION, DELIVERY, AND INSTALLATION OF KITCHEN CABINETS. A SEPARATE CABINET SUPPLIER AS SELECTED BY THE OWNER SHALL INSTALL NEW CABINET WORK AND APPLIANCES. 2. KITCHEN CABINET LAYOUT SHOWN ON DRAWINGS IS SCHEMATIC ONLY AND FINAL LAYOUT SHALL BE COORDINATED BETWEEN THE OWNER AND THE CABINET CONTRACTOR. 3. THE GENERAL CONTRACTOR SHALL PROVIDE ALL PLUMBING AND ELECTRICAL CONNECTIONS TO ALLKITCHEN EQUIPMENT AS SUPPLIED BY THE OWNER (COORDINATE WITH OWNER IN FIELD FINAL LOCATION OF ALL EQUIPMENT). 1. GENERAL 1.1 SCOPE: FURNISH ALL LABOR, MATRIALS AND EQUIPMENT NECESSARY TO COMPLETE THE APPLICATION OF SOIL POISONING FOR'THETERNiTE CONTROL AS SPECIFIED HEREIN. QUALIFIO,BOHS: 12 CONTRACTORS TORSHA0. BE LASED TIN THE STATE WHERETI+E PROJECT IS LOCATED AND SHALL BE APPLICA UUQQ A NATIONALLY KNOWN COBRANY. N 1.3 GUARANTEE: AI. TERMITE NFESrAIO1. TREATMENT SHALL BE GUARANI®EARLY RENEWAF COSTS. RE AGAINST TERMITE IN MADE R GUARANTEE SHALL INCLUDE ANY YEARLY RENEWAL COSTS. REPAIRS FOR TERMITE DAMAGE 51D BY TERMITE COMPANY. B). AT THE OWNERS DEIGN, AT THE TERMINATION OF THE GUARANTEE, AND EXTENSION RENEWAL OF INSPECTION AND SRVICETREATMENT SHALL BE MADE AVAILABLE TO THE OWNER. 1A SURETY BOND: GUARANTEE SHALL BEI RED BY A SURETY BOND MADE OUT TO THE OWNER, LIABILITY UNDER THE BOND SHALL BE FOR UP TO $255f0. 2. PRODUCTS 2.1 SOIL TREATMENT: ' APPLIED TO THE DESIGN*D AREAS SHALL BE WATER BASED EMULSIONS CONTAINING TOXICANTS AS LISTED BELOW. A). TERMITICIDES. 8). BORATES. C). BAIT -STATION SYSTBS. 3. EXECUTION 3.1 RESTRICTIONS: DO NOT APPLY SOIL TREANENT SOLUTION UNTIL EXCAVATING, FILLING AND AND GRADING OPERATIONS ARE COMPLETED, EYCEEAS OTHERWISE REQUIRED IN CONSTRUCTION OPERATIONS. TO ENSURE PENETRATION, DO NOT PLY SOIL TREATMENT TO EXCESSIVELY WET SOIL OR DURING INCLEMENT WEATHER. 3.2 SURFACE PREPARATION' REMOVE FOREIGN MATT WHICH COULD DECREASE EFFECTIVENESS OF TREATMENT ON AREAS TO BE TREATED. LOOSEN, R,E, AND LEVEL SOIL TO BE TREATED, EXCEPT PREVIOUSLY COMPACTED AREAS UNDER SLABS AND FOUNATIONS. TOXICANTS MAY APPLY BEFORE PLACEMENT OF COMPACTED FILL UNDER SLABS, IF ACCEPBLE TO THE OWNER AND GENERAL CONTRACTOR, 3.3 APPLICATION: APPLY SOIL TREATMENT FOLLOWING AREAS: WITHIN BUILDING AREA i SLAB -ON -GRADE, UNDER FOUNDATIONS AD FOOTINGS, INCLUDING HORIZONTAL AND VERTICAL SURFACES OF EXCAVATIONS. OUTSIDE BUILDING PER ER IN A STRIP AT LEAST 2' WIDE AND UNDER AREAWAY, APRONS, WALKS, PADS, STAIR LANDINGS, OR P D EXTENSIONS. ALLOW NOT LESS THAN 12 HOURS FOR DRYING AFTER APPLICATION BEFORE BEINNING CONCRETE PLACEMENT OR OTHER CONSTRUCTION ACTIVITIES. 3.4 POST SIGNS IN THE AREAS OF APPJq'ION WARNRNG WORKERS THAT SOIL POISONING HAS BEEN APPLIED( REMOVE SIGNS WHEN AREAS ARLOVERED BY OTHER CONSTRUCTION. TO AREAS DISTRIBUTED UBSEQUEM EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES FOLLOWING APPLICATION. NOTE: ALL BUILDING SHALL PRECOHSTRUCIIONTREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. ACERRx'r FCOMPUANCESH/LLL BEISSUEDTO THE BUILDING DIVISION BYTHE LICENSED PEST CONTROL COMP THAT CONTMiSTIE FOLLOWING STATEMENT: " THE BUILDING HAS RECENEDA COMPLETE TREATMENT R THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH ULB AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVI'LS. FBC IBiQ FINISH NOTES: T. STUCCO FINISH TO BE UNIFORM COLOR THROUGHOUT. 2. ROOFING: ALL NEW ROOFING SHALL BE METAL STANDING SEAM ROOF SYSTEM OVER APPROVED UNDERLAYMENT MEMBRANE ON APA SPAN RATED PLYWOOD SHEATHING INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTION. VENTS AS INDICATED ON THE DRAWING SHALL BE MANUFACTURED BY'AIR VENT, INC: OR APPROVED EQUAL. 3. ALUMINUM: GUTTER, LEADERS, SOFFITS, FACIAS, RAKE BOARDS, LOUVERS, ETC. TO BE PAINTED WHITE. PROVIDE CONCRETE SPLASH BLOCKS AT THE BASE OF EACH LEADER. ALTERNATE: FURNISH AND INSTALL GUTTER GUARD SYSTEM. COLOR TO MATCH GUTTER. 4. WINDOWS: ALL WINDOWS SHOWN ON THE DRAWINGS SHALL BE'PGTIMPACT SERIES WINDOWS WITH HIGH PERFORMANCE INSULATING GLASS. COLOR TO BE WHITE. ALL OPERABLE WINDOWS SHALL BE SUPPLIED WITH INSECT SCREENS. BEDROOM WINDOWS SHALL COMPLY WITH EGRESS REQUIREMENTS AS PER IRC CODE. 5. DOORS: A). EXTERIOR DOORS: I. DOOR SIZES SHALL BE AS INDICATED ON THE DRAWINGS. 2. FRONT AND SIDE DOORS TO BE 1-T''THICK. EXTERIOR DOOR IN PONDEROSA PINE WITH CLEAR TEMPERED INSULATED GLASS. B). INTERIOR DOORS: 1. DOOR SIZES SHALL BE AS INDICATED ON THE DRAWINGS. 2. ALL OTHER WOOD DOORS TO BE I-j"THICK, 6 PANEL INTERIOR DOOR IN PONDEROSA PINE. 3. ALTERNATE: PROVIDE ALTERNATE PRICE TO OWNER FOR'MASONITE' MOLDED PANEL SERIES SIX PANEL PREFINISHED SAFFN SOUND SOLID CORE DOORS. C). LOCKS AND HARDWARE: 1. DOOR HARDWARE AND LOCKSETS TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR AS SELECTED BY THE OWNER. 6. WALLS AND CEILINGS: MATERIAL A). PROVIDE GYPSUM WALLBOARD S AND ACCESSORIES IN ACCORDANCE WITH RECOMMENDATION OF GYPSUM ASSOCIATION 216. B). STANDARD GYPSUM WALLBOARD USED FOR FACING LAYERS OF PARTITIONS AND CEILINGS. 48" WIDE AND, ' THICK WITH TAPERED AND BEVELED EDGES, C). PROVIDE STANDARD CORNER BEADS ON ALL 90° INTERSECTIONS. D). WHERE WALLS AND/OR CEILINGS MEET AND AN ANGLE OTHER THAN 90° OCCUR, THE JOINT SHALL BE FINISHED WITH'BEADEX' B-I FLEX BEAD OR IT'S APPROVED EQUIVALENT. E), ALL NEW GYPSUM WALLS AND CEILINGS AS WELL AS PATCHED AREAS, SHALL RECEIVE A 3 COAT SPACKLE FINISHES. ALL SPACKLE WORK SHALL BE FINE SANDED SMOOTH AND LEVEL. F). ALL NEW WALLS, CEILINGS, AND PATCHED AREAS SHALL RECEIVE A PRIME COAT OF WHITE PAINT. FINISHES SHALL BE AS DIRECTED BY THE OWNER, UNDER A SEPARATE CONTRACT. G BATHS: WALLS AROUND BATH AND SHOWER TO BETILE AS SELECTED BY THE OWNER AND SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR. WALLS AND CEILINGS TO BEN" WATERPROOF GYPSUM BOARD AND RECEIVE A PRIME COAT OF WHITE PAINT, FINISHES SHALL BE AS DIRECTED BY THE OWNER, UNDER A SEPARATE CONTRACT. 7. TRIM: 3-1 /2' HIGH COLONIAL WOOD BASE 2-1/4" WIDE COLONIAL WOOD CASING PRIMED FJ PINE WITH MITERED JOINTS, CAULK ALL SEAMS AND INSTALL SEALANT BETWEEN WOOD AND WALL SURFACE. FILL ALL NAIL HOLES WITH EPDXY WOOD FILLER. FINE SAND SMOOTH, WIPE CLEAN AND PREPARE TO BE PAINTED. FINISHES SHALL BE DIRECTED BY THE OWNER UNDER A SEPARATE CONTRACT. 8. FLOORS: A). BATHS: FLOOR SHALL BE TILES WITH ALL NECESSARY TRIM. COLOR TO BE SELECTED BY THE OWNER AND SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR. ALL TILES TO BE MANUFACTURED BY'AMERICAN OLEAN TILE' OR APPROVED EQUAL. PROVIDE A f" THICK MARBLE SADDLE WITH A HONED FINISH. COLOR TO BE WHITE. B). LIVING ROOM, DINING ROOM, AND HALL SHALL BE TILED FLOOR WITH ALL NECESSARY TRIM. COLOR TO BE SELECTED BY THE OWNER AND SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR. ALL TILES TO BE MANUFACTURED BY 'AMERICAN OLEAN TILEOR APPROVED EQUAL. C). KITCHEN: FINISHED FLOOR SHALL BE SHEET VINYL AS MANUFACTURED BY ARMSTRONG OR APPROVED EQUAL. COLOR SELECTION SHALL BE BY THE OWNER. INSTALLED BY THE GENERAL CONTRACTOR. D). CARPETING TO BE FURNISHED AND INSTALLED BY THE OWNER. THE GENERAL CONTRACTOR SHALL PREPARE ALL FLOORS TO BE CARPETED. 9. CLOSETS: ALL CLOSETS SHALL BE FURNISHED WITH A FINISHED WOOD SHELF AND A WOOD POLE. PROVIDE FIVE (5) ADJUSTABLE FINISHED WOOD SHELVES IN THE LINEN CLOSET. 10. VANITIES: ALL VANITIES SHALL BE SUPPLIED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR. 11. TOILET ACCESSORIES: -ALL MEDICINE CABINETS, TOWEL HOLDERS, TOILET PAPER HOLDERS, TOOTHBRUSH HOLDERS, ETC. TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR, AS SELECTED BY THE OWNER. 12. ATTIC ACCESS: PROVIDE A'BESSLER' SPACE -SAVER FOLDING STAIRWAY TO THE ATTIC SEE DRAWING FOR LOCATION AND SIZE. JNN S I Vs Y C 0 P E F I L �CJ/ ST. LUCIE COUNTY REVIEWED FOR CO REVIEWED B'(- PLANS AND PERMIT "_UST BE KEPT ON SITE OR NO INSPECTIONS) WILL BE IX THESE PLANS AND ALL PROPOSED WORK - ARE SUBJECTTO ANY CORRECTIONS REQUIRED N FIELD INSPECTORS THAT MAYVE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. „�, ALL MANUFACTURES LADLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REM AIN ON ALL DOORS AND WINDOWS UNTIL INSP ECTI ON S ARE APPRO VED D CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD. St. Lucie County Building Department Product Approval Submittal Affidavit Permit# Building Address: Contractor: Opening Schedule: Swing Doors Overhead Doors Sliding Doors Fixed lass Wi S do G n doves & Skylights P 9 9 9 FL # or Miami -Dade Product Model # Manufacturer Glass Descri tion Attachment Method Type, e eth Size, yp Spacing ST Embedment i Building g Design Pressure Product Design Pressure FL242 HORIZONTAL IMPACT IMPACT WINDOW HR-5510 SERIES PGT WINGUARD CLEAR $PER MANUFACTURER'S RITTEN SPECIFICATIONS PER PLAN PER PLAN F184Y8,3 FIBERGLASS DOOR HINGED DOOR 6'-8'x3'-0" 6 PANEL DOOR MASONITESTEELSIDE AND FIBERGLASS IDOORS NONE SPER MANUFACTURER'S RITTEN SPECIFICATIONS PER PLAN PER PLAN � - E � 7 FL # or Product Model # Manufacturer Attachment Method Building Design Product Design Miami -Dade Pressure Pressure MULLIONS CLIPPED PGT WINGUARD #Sx j" SCREW THROUGH EACH HOLE IN PER MANUFACTURER'S WELDED mee JAMB TO MULLIONN PER PL AWINDOW SPECS FLI I651 R3 ROOF RMP GULF COAST SUPPLY AS PER MANUFACTURERS PER MANUFACTURER'S & MANUFACTURING WRITTEN SPECIFICATIONS SPECS FL9777 Rl T UNDERLAYMENT WEATHER=K OWNES CORNING AS PER MANUFACTURER'S PER MANUFACTURER'S SPECIALTY TILE B METAL I WRITTEN SPECIFICATIONS SPECS HURRICANE BERTHA EASTERN METAL TRU-CAST CF TAP GRIP FASTENERS W 12" PER MANUFACTURER'S PANELS 24 GAUGE SUPPLY SPACING PER PLAN SPECS ■ E 3 N m 0 QW U Cc C N L m 0 O F= I Do m nLun Lu O ~ Xk Z OIN Q ��u a I'_ 0 0 U(o N O TIT dM '5 (B (A .g Bj O N LL at O ,o TO c N N m N O O L N r aN, SEAp` .. �� I q� ` Qv'i P• W V 0'. ' r: �: _ o: zi'. u Mi: z '� E 0 C / O 1� Sd** •••-... �. `� /// ////ET \\N ,.. LTI m CB w r N o I N z o � �i 0 E U X `L, 0 a IC 'w WLUW UZ U D , Zrn ZLUW� Wo>Q ® Q Q W Z � �_ W O VJ (n LL Wa�ocw LLl W (.) Z W W WoN� Z L/LnW LU LU I V) ^ L.L LJJ 0 U Iry =I UI:SIMNI:U UY'. DRAWN BY: KI3 CHECKED BY: KB SCALE. AS NOTED DATE: 03/24/2018 FPROJEOCTNO 9 M 0 0 4'-0" 3'-8" v F 8'5(8" FILLED CELL W/ ■ 145 VERT. FROM FTG. TO B.B. (TYP.) M� Imo-- 1-j(&' WALL RECESS AT PERIMETER (TYP.) � 8'x8"FILLED CELL W/ 145 VERT. FROM FTG. TO B.B. (TYP.) M,_0„ 5'-2" 2'-11 „ VERIFY VERIFY M.O. 2'-10" M.O. 2'-32 2'-32 \ WC SHOWER l6„ X =0'-6" B.M.F.F. o SHWR RECESS / \ A, LAVle 71 r J I i LAV�, i I T UBl M.F.F. sH wER� MAIN LIVING � -- FIN. FUR. EL. 5'-2" VERIFY M.O. 2,_8" 3'-0" 1 4'1 " WALL RECESS AT PERIMETER (TYP.) 16"X18" MONO CONC FF F IG.W/2-#5CONT.ONT. 11"x8" WALL RECESS AT PERIMETER (TYP.) 4" • 30DO PSI CONCRETE SLAB W/ W 1.5 x W 1.5 - 6x6 WIRE MESH ADDITIVE ON 6 MIL. VAPOR BARRIER ON COMPACTED, POISONED SOIL i i I I I WASHER I NOTE: MAIN FINISHED FLOOR (M.F.F.) ELEVATION - Vx8" FILLED CELL W/ LOWEST HABITABLE FINISHED FLOOR ELEVATION TO BE MIN. 18"ABOVE 145 VERT. FROM FTG. AVERAGE CROWN OF THE ROAD OR AS SET BY THE BUILDING DEPARTMENT TO B.B. (TYP.) FINISHED FLOOR ELEVATION MUST BE A MINIMUM 24"ABOVE DRAIN FIELD INVERT. 16N18" MONO CONC. FTG. W/ 245 CONT, 81x8" FIRED CELL W/ ih 1-#5 VERT. FROM FTG. TO B.B: ITYP.) GROUT ALL EXTERIOR ■ WINDOW/DOORJAMBS T z'Xhl" WALL RECESS W / 3000 P.S.I. PEAROCK AT PERIMETER (TYP.) _ DOUBLE SINK --- NCO CONCRETE (TYP.) -- 1 J in V ,r; 8" 3'-8" 3 2'-10-" 3 2'-10-" 3 4'-0" 3'-0" 2'-10-" 6'-2" 2'-9" 3-1' VERIFY 4 4 4 VERIFY �� VERIFY M.O. M.O. M.O. � 04 B�M�F�F� 4"-3000 PSI CONCRETE SLAB W/ ENTRY W7.5x W1.5-6x6 WIRE MESH ADDITIVE III FIN. FLR. EL ON 6 MIL. VAPOR BARRIER ON ow COMPACTED, POISONED SOIL, PITCH AWAY FROM BUILDING 8N8" FILLED CELL W/ THKND EDGE J - 1-#5 VERT. FROM FTG. �I - 1T D. x 8"W. - - - �I TO B.B. (TYP.) W/ 1 #5 CONT. \ II L — — — — — L L -— --- — — — — —I 33"x33"xi 6" CONC. PAD -� W/ 3 #5 E.W. BTM (TYP. OF 4) 4" 1114" 1 11'-4" / l 34,_0„ FOUNDATION PLAN SCALE:4' = 1'-0" NOTES: 1. ALL CONSTRUCTION SHALL CONFORM WITH ALL CODES REGULATIONS AND RESTRICTIONS HAVING JURISDICTION (LATEST EDITION). 2. ALL FILL SHALL BE COMPACTED TO 95% DENSITY AND TREATED FOR TERMITES FOR A DISTANCE OF 2'-0" FROM PERIMETER OF ALL FOOTINGS OR SLAB EDGES. 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 4. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB PRIOR TO CONSTRUCTION. (DIMENSIONS TAKE PRECEDENCE OVER THIS DRAWING). 5. DIMENSIONS SHOWN ARE TO THE FACE OF NOMINAL 2x4, 2x6, AND CONCRETE MASONRY UNITS (CMU). 6. PROVIDE POLYETHYLENE MEMBRANE FOR ALL SLABS ON GRADE (.006 VISQUEEN OR EQUAL). 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL BEARING AND NON -BEARING MEMBERS DURING CONSTRUCTION. 8. REFER TO SHEET 1 FOR ADDITIONAL NOTES. Em C ct h> R-4 FOIL BACK INSULATION V - 1/7' GYPSUM BOARD OVER lx2 P.T. WOOD FURRING @ 16" O/C Q STUCCO FINISH ON COORDINATE ALL BASE, — 3'-0"x 3'-0'k4" LLI m 8'x8"xl6" CMU WALL FLOORING, AND WALL FINISHES CONCRETE PAD = LL W/ #5 VERTICAL WITH THE OWNER FOOTS THICKENED/1)#5'-O FOOTER W/ I1) #5 FILLED CELLS@ 4"THICKCONC.SLABW/W1.5xW1.5- CONTINUOUS 00 0- O 48" O.C. MAX. 6x6 WIRE MESH (HOLD MESH 1-1/2"OFF (ISOLATE PAD) 0 p• W BOT OF SLAB) ON .6 MIL VAPOR FO g U Z BARRIER OVER CLEAN, WELL COMPACTED TERMITE TREATED CLEAN co � SAND FILL, MAINFINISHFLOOR 1-1/2"BLOCK _ , 01-01, - RECESS TYP. .6 MIL POLY VAPOR BARRIER - 16" DEEP x 18" WIDE CONTINUOUS O O O O POURED CONCRETE FOOTING 1,_8 W/ (2) #5 REBAR REINFORCING ATEACHCONTINUOUS FELDEDWEL IWITH o STANDARD90° M HOOK INTO FOLOCATE OTER, — I -- CLEAN OUT I— ATT EACH DOW TYPICAL PERIMETER FOOTING DETAIL SCALE: 3/4" = V-0" ERWISE NOTED, SEE FOUNDA PLUMBING NOTES: - IN GENERAL, PLANS AND DIAGRAMS OF PLUMBING RUNS ARE SCHEMATIC AND SHOULD NOT BE SCALED. COORDINATE AT SITE ALL PLUMBING WORK SO AS NOT TO CONFLICT IN LOCATION WITH OTHER WORK, VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. - PROVIDE VALVES FOR DRAINAGE OF WATER LINES PER 2015 NATIONAL STANDARD PLUMBING CODE PROVIDE VALVES FOR HOT AND COLD WATER SUPPLY RISERS PER 2015 NATIONAL STANDARD PLUMBING CODE. - INSTALL PRESSURE REDUCING VALVES AT WATER METER IF REQUIRED PER 2015 NATIONAL STANDARD PLUMBING CODE. - PLUMBER TO PROVIDE EXPANSION LOOPS IN HOT WATER LINES. - PLUMBER TO VERIFY TIE-IN ELEVATIONS OF EXISTING UTILITIES BEFORE BEGINNING WORK. - PLUMBER TO SUPPLY AND INSTALL LOOPS AT ALL PLUMBING FIXTURES. - IF PVC SCHEDULE 40 PLASTIC PIPE IS USED, PROVIDE EXPANSION JOINT IN ALL VERTICAL SOIL AND WASTE STACKS AS PER 2015 NATIONAL STANDARD PLUMBING CODE. - FURNISH AND INSTALL AIR CHAMBERS AT ALL FIXTURES. - REFER TO SHEET 1 FOR ADDITIONAL NOTES 2" VTR I I 3" VTR 2 V� I I I I 2 VTR 3" V I C.O. 2" V 1-1/4" LAV. 2" 2" TUB/ C.O. 3" WC SHWR 3 WC LAV. 3,p KIT. 3/4" C.O. 3„ DW 2„ LINE OF RESIDENC i& 2" i 2WAY C.O. / 4„ i i PVC WASTE LINE — — — — — — — PVC VENT STACK PLUMBING RISER 4" PVC LINE TO SEWER LINE 2" SHWR ul iv E m m N ul=4t 0 kn 0 m r < m W o a) c"I a) 11 LLI M to Z 04 N ca W Q 0 Cj w N 0) co 9 m yv LL d u c cc co N o 2 �> x. x SE\ ic , ��� \t N / 0 ` m wm&. co w., _ Te..�� ® d: ` . sd... W UV=� W W ZLLIWM Wo< Zz� W Z O o�Ew NW W d Lu O Z ji BY: KB 03/24/2018 2 PROJECT NO. 18-008 SCALE: N.T.S. E c` I 34'-0" 3'4- Z-215'-3" 4'-6" 6_0„ A/C COMP M.O. M.O. M.O. W/ DISC. A 7O C (VERIFY LOCATION) 6 O 6 8 PGT H32 co BD O PGT 4640 PG7 4640 EGRESS BENCH EGRESS fi68 O ® MASTER BATH - O A/C v D BEDROOM COMP N r O #2 MASTER BEDROOM - 8'-0" H. FLAT CEILING ■ ® 8'-0" H. FLAT CEILING o Itio io Ell O 0 4„ BATH in , Ell ® 12'-0„ + 0 `-° p O N 10 (------------ a o 1 21x46I +b 5°10 1 x6B 50x6B a w6s j ATTIC �� BI-FOLD o �I-FOLD 0 ACC SSi 50X68 a - M ® SOX68 �+ CL o_ LIN. HALL -SHnVE$_-- --------- _ _ - - N �FT'LV-SF(ECVES W. D. ■ oP p ® n ® B ■ M co Q 0 10 8"OVERHANG (12" TOP) io (� o COUNTER @ 42" A.M.F.F. v 4 D_ KITCHEN ;o iD 8'-T H. FLAT CEILING DINING LIVING c O ® AREA ROOM N d O '-a" H. FLAT CEILING V-91I H. FLAT CEILING O 10, -0„ O &D 22,$". 8„ ■ Si ® 9 L o - F- PGT 5643 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 2 O Osor 1 x yM 31_011« 9,4„ 3,_ 3,-8,, 5._8,• . 8,_2„ M.O. M.O. M.O. COVERED .- 4 PORCH on F D 6 6 34'-U" FLOOR PLAN 4' = 1'-0'° SCALE: FURRING STRIP DRYWALL 05 IN FULLY GROUTED CELLS ADJACENT DOOR FRAME TO OPENINGS AS SHOWN DOOR FLATHEAD SCREW, SEE DOOR MANUFACTURER �' x 3-1/4" TAPCON SPACED 12" O.C. SPECIFICATIONS AND STAGGERED (MIN. 1.1/4" 2")6" P.T. BUCK STRIP PENETRATION INTO CONCRETE) NOTE: 1, DESIGN ADEQUATE FOR 90 SQUARE FOOT OPENINGS. 2. DOOR FRAME FASTENED TO BUCK PER MANUFACTURER'S RECOMMENDATION. EXTERIOR DOOR DETAIL SCALE: 3/4" = V-0" FURRING STRIP DRYWALL 2"x4" P.T. BUCK STRIP #5 IN FULLY GROUTED CELLS ADJACENT TO OPENINGS AS SHOWN WINDOW PANHEAD SCREW, SEE x 3-1/4" TAPCON SPACED 12" O.C. WINDOW MANUFACTURER'S AND STAGGERED (MIN. 1-1/4" SPECIFICATIONS PENETRATION INTO CONCRETE) NOTE: 1. DESIGN ADEQUATE FOR 30 SQUARE FOOT OPENINGS. 2. WINDOW FRAME FASTENED TO BUCK PER MANUFACTURER'S RECOMMENDATION. FRAME NAILS WOODSCREWS MIN. OPENINGWIDTH OR HEIGHT BUCK TO HEAD AND JAMB WINDOW TO BUCK UP TO 8'-0" 6d @ 4" 8d @ 6" #8 @ 12" OVER B'•0" TO 10'-U' Bd @ 3" Bd @ 4" #8 @ 8" OVER 10'-0" TO 12'-0" 6d @3" Bd @ 4" OVER IT-O" SPECIAL INVESTIGATION NOTE: LARGER MASONRY OR WOOD SCREWS MAY BE SUBSTITUTED GROUT ALL EXTERIOR WINDOW/ DOOR JAMBS SOLID WITH 3,000 P.S.I. PEAROCK CONCRETE (TYP.) MASONRY CELLS ADJACENT TO OPENINGS IN CBS CONSTRUCTION SHALL BE GROUTED SOLID TO PROVIDE FOR ADEQUATE ATTACHMENT OF WINDOW BUCKS AND HURRICANE SHUTTER. JAMBS OF OPENINGS WHOSE WIDTH IS GREATER THAN 8'4' SHALL ALSO BE REINFORCED WITH (1) #5 VERTICAL IN CONCRETE FILLED CELLS OR WITH TIE COLUMN, UNLESS OTHERWISE NOTED. WOOD JAMBS ADJACENT TO OPENINGS IN FRAME CONSTRUCTION SHALL BE CONSTRUCTED WITH AT LEAST 3. 2K MEMBERS TO PROVIDE FOR ADEQUATE ATTACHMENT OF WINDOW BUCKS AND HURRICANE SHUTTER, WINDOW DETAIL SCALE: 3/4" = V-0" OPENING SIZE ff-8'-0" 8'4T-10`4T w-cr-12'-p" TAPCONS 24" O.C. IW O.C. 12" O.C. HILTI' 8"O.C. 6-O.C. 4"O.C. HILTI • - MAINTAIN 3" EDGE DISTANCE a ANCHORAGE DETAILS AT MASONRY OPENINGS u 3 a WINDCW NOTE: ALL MASONRY OPENINGS ARE BASED UPON PGT WINDOW GLIDING WINDOWS. IF ANOTHER MANUFACTURER OR WINDOW TYPE IS SELECTED, THE CONTRACTOR WILL NEED TO ADJUST MASONRY OPENINGS BASED UPON MANUFACTURERS WRITTEN SPECIFICATIONS. WINDOW AND DOOR SCHEDULE # STYLE SIZE PROTECTION MANUFACTURER SERIES REMARKS WIDTH HEIGHT MATERIAL SHUTTER IMPACT 1 3033 T-O" T-2" ALUM. YES PGT WINGUARD HR5510 2 6 PNL DOOR T-0" 6'-8" STEEL YES YES MASONITE IMPACT RATED SOLID CORE 3 5643 5'-6" 5'-1" ALUM. YES PGT WINGUARD HR5510 4 5643 5'-6" 5'-1" ALUM. YES PGT WINGUARD HR5510 5 4640 4'-6" 4'-3" ALUM. YES PGT WINGUARD HR5510 EGRESS WINDOW 6 4640 4'-6" 4'-3" ALUM. YES PGT WINGUARD HR5510 EGRESS WINDOW 7 H32 2'4" 2'-2" ALUM. YES PGT WINGUARD HR5510 OBSCURED TEMPERED GLASS 8 4640 4'-6" 4'-3" ALUM. YES PGT 1MNGUARD HR5510 EGRESS WINDOW 9 4640 4'-6" 4'-3" ALUM. YES PGT WINGUARD HR5510 EGRESS WINDOW 10 3033 3'4" T-2" ALUM. YES PGT WINGUARD HR5510 GENERAL CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH ALL CODE REGULATIONS & RESTRICTIONS HAVING JURISDICTION (LATEST EDITIONS). 2, ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB PRIOR TO CONSTRUCTION (DIMENSIONS SHALL TAKE PRECEDENCE OVER THIS DRAWING). 4. ALL PRODUCTS AND MATERIALS SHALL BE APPLIED OR INSTALLED ACCORDING TO MANUFACTURER'S WRITTEN SPECIFICATIONS. 5 A/C CONTRACTOR TO VERIFY ALL SIZES AND LOCATIONS OF ALL A/C VENTS, EQUIPMENT AND DUCT WORK. 8 ROOF TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWING TO CONTRACTOR AND/OR ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 7. THIS BUILDING MEETS THE FLORIDA MODEL ENERGY CODE FOR BUILDING CONSTRUCTION SECTION FORM R402-2017. & DIMENSIONS SHOWN ARE TO THE FACE OF NOMINAL 2x4 STUDS, 2x6 STUDS, AND 8" CONCRETE MASONRY UNITS (CMU). 9. 5/8" DRYWALL ON CEILING AND 12" DRYWALL ON WALLS. 10. ALL BEARING STUDS, IF ANY, SHALL BE FASTENED WTH APPROVED ANCHOR STRAPS TOP AND BOTTOM (SEE CONNECTOR SCHEDULE). 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL BEARING AND NON -BEARING MEMBERS DURING CONSTRUCTION, 12, WINDOWS TO BE ALUMINUM FRAMED WITH CLEAR GLASS, UNLESS NOTED OTHERW SE. 13 SHELVING TO BE VENTED VINYL TYPE. STRUCTURAL NOTES 1, ALL QUESTIONS REGARDING STRUCTURAL DETAILS OR CALCULATIONS SHALL BE DIRECTED TO THE ENGINEER OF RECORD FOR RESOLUTION. 2, SOIL BEARING CAPACITY: 1,500 PSF 3. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS'. SPREAD AND WALL FOOTINGS 3000 PSI COLUMNS AND WALLS 5000 PSI BEAMS AND SLABS 5000 PSI ALL OTHER CONCRETE 5000 PSI 4. PROVIDE THE FOLLOWING CONCRETE COVERAGE OVER REINFORCING: FOOTINGS / GRADE BEAMS: 'BOTTOM AND UNFORMED EDGES DIRECT CONTACT WITH SOIL 3" CLR. WTH VAPOR BARRIER 2" CUR. BEAMS & COLUMNS: INTERIOR 1 UTCUR, EXTERIOR 2" CUR. SLABS: INTERIOR 3/4" CUR. EXTERIOR 1 W'CUR. c ONC. WALLS: AS NOTED BUT NO LESS THAN 1 12" CLR, 5. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS, U.O.N. 6, ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 7. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE SHALL NOT BE PERMITTED. 6, UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURER'S INSTRUCTIONS AND STANDARD PRACTICE. 9. PROVIDE ADDITIONAL UPLIFT CONNECTORS TO RESIST UPLIFT LOADS IN ACCORDANCE WITH CONNECTORS SPECIFIED ON PLAN OR ON DETAILS. 10. SEE CONNECTOR SCHEDULE FOR ROOF SHEATHING NAILING PATTERN. 11, SEE CONNECTOR SCHEDULE FOR EXTERIOR WALLS, EXTERIOR PLYWOOD AND PLYWOOD SHEATHING NAILING PATTERN. 12. ATTACH WINDOW BUCKS WITH 2-}" x 3-1/4" TAPCON SPACED 12' O.C. AND STAGGERED (MIN. 1-1/4" PENETRATION INTO CONCRETE). 13. FOR FRAME SEGMENT TO MASONRY SEGMENT CONNECTIONS USE P.T. VERTICAL SECURED TO MASONRY WITH 3/16" DIAMETER TAPCONS, 3/4" EMBEDMENT TO 3,000 PSI CONCRETE (MIN.). 14. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENOINEER OF RECORD AS CONSTRUCTION PROGRESSES, 15. ALL GLAZED OPENINGS TO BE DESIGNED FOR IMPACT RESISTANCE OR BEING PROTECTED BY IMPACT PROTECTIVE SYSTEMS AS PER 2017 FBC. THE INSTALLATION OF GLAZING PROTECTION DEVICES HAS BEEN CONSIDERED W THE DESIGN OF SUPPORTING STRUCTURE, 16. ALL GLASS BLOCK, IF ANY, TO BE REINFORCED HORIZONTALLY AND ANCHORED TO THE CMU WALL WITH CLIPS. ALL REINFORCEMENT AND CLIPS TO BE PROVIDED BY THE MANUFACTURER. 17. REFER TO SHEET 1 FOR ADDITIONAL STRUCTURAL NOTES. ADDITIONAL STRUCTURAL NOTES ONESTORY MEAN ROOF HEIGHT =15' COMPONENTS AND CLADDING WALL DESIGN PRESSURE =-47.2 PSF (WORST CASE THROUGHOUT) ROOF SHEATHING: {' CDX PLYWOOD SHEATHING W/ 8d NAILS, 4" EDGES, 5" FIELD THROUGHOUT UPLIFTS FOR CORNER KING HIP JACKS: 3' SETBACK = 300# 5' SETBACK=440# 7' SETBACK =660# GROUT ALL EXTERIOR WINDOW/DOOR JAMBS SOLID W/ 3,000 PSI PEAROCK CONCRETE (TYPJ MASONRY CELL ADJACENT TO OPENINGS IN CMU CONSTRUCTION SHALL BE GROUTED SOLID TO PROVIDE FOR ADEQUATE ATTACHMENT OF WINDOW BUCKS AND HURRICANE SHUTTERS. JAMBS OF OPENINGS WHOSE WIDTH IS GREATER THAN 8'.0" SHALL BE REINFORCED WTH 1 #5 VERTICAL IN CONCRETE FILLED CELLS OR WITH TIE COLUMN, UNLESS OTHERWISE NOTED. (2) #5 IN FULLY GROUTED CELLS ADJACENT TO GARAGE DOOR OPENING AS SHOWN :7OI❑ 2x6 P.T. WOOD JAMB FASTENED W/ E" J-BOLTS W/ 2" SQUARE WASHER 6" FROM TOP AND BOTTOM AND MAX. 16" O.C. COORDINATE LOCATION WITH MANUFACTURER'S SPEC'S FOR SPACING OF TRACK FASTENERS JAMB BRACKET TO BE FASTENED TO 2x6 P.T. WOOD JAMB PER MANUFACTURER'S SPECIFICATION GARAGE DOOR REINFORCING FOR 110 M.P.H. WIND AS SPECIFIED BY GARAGE DOOR MANUFACTURER AND APPROVED BY BUILDING OFFICIAL GARAGE DOOR DETAIL SCALE: 3/4" = V-0" FLOOR PLAN NOTES 1. ALL WORK SHALL COMPLY VNTH APPLICABLE NATIONAL, STATE AND LOCAL CODES. 2. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION. 3, TRUSS AND A/C PLANS BY OTHERS. 4. ALL FINISHES SHALL BE COORDINATED BETWEEN THE GENERAL CONTRACTOR AND THE OWNER. S. ALL ANGLED WALLS ARE AT 45' UNLESS OTHERWSE NOTED. 6. PLANS FOR ANY FUTURE/ OPTIONAL POOL OR DE . CK BY OTHERS T ALL CONCRETE COLUMNS AND BEAMS TO HAVE A MINIMUM STRENGTH OF 5,000 PSI AT 28 DAYS. 8, ALL REINFORCING: STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318 ANDACI DETAILING MANUAL, ACI-316 LATEST EDITION. 9. ALL WOOD JOISTS AND BEAMS SHALL HAVE A MINIMUM STRENGTH OF Fb = 1,500 PSI 10. PROVIDE RECESSES AS REQUIRED FOR ALL EXTERIOR DOORS (VERIFY WITH MANUFACTURER), 11. VERIFY ALL W NDOW AND DOOR OPENING SIZES WITH MANUFACTURER. 12, ALL CEILINGS ARE TO RECEIVE R-19 (MIN.) BATT INSULATION FOR ALL CONDITIONED SPACES. 13, CURE ALL STUCCO WITH FOG SPRAYED WATER FOR SEVERAL DAYS AFTER APPLICATION. 14. ALL GYPSUM WALLBOARD TO BE SCREW APPLIED AS PER THE GYPSUM CONSTRUCTION HANDBOOK, LATEST EDITION. 15. ALL BATHROOMS TO RECEIVE WATER RESISTANT GYPSUM WALLBOARD IN WET AREAS. 16. ALL EXPOSED METALS (BOLTS, SCREWS, ETC.) TO BE GALVANIZED, 1T CAULK AND SEAL ALL WINDOW AND DOOR OPENINGS. SEAL JOINTS BETWEEN DISSIMILAR MATERIALS AS REQUIRED. 18. GROUT ALL EXTERIOR DOORNWINDOWJAMBS(TYR). 19. THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE MECHANICAL CONTRACTOR TO ASSURE COMPLIANCE WITH ALL SECTIONS OF THE FBC 2017 MECHANICAL CODE. MODIFICATIONSTO THE PLAN SHALL BE APPROVED BY THE BUILDING DEPARTMENT AND MADE IN THE FIELD TO CONFORM TO JOB SPECIFIC MECHANICAL EQUIPMENT AND/OR SYSTEM REQUIREMENTS. AREA CALCULATIONS LIVING (A/C) 1,088 SF COVERED FRONT PORCH 340 SF TOTAL UNDER ROOF 1,428 SF WALL LEGEND ® 8" NOM. CMU WALL 0 2x4 NOM. WODD NON -LOAD BEARING WALL O � � V N N O Now N U 0 61 s 0] y O <1 00 N rn co 0 O � lil M UJ Z N DOO C'i �J Q a. 1-- 0 U lima o U m N W N ) nS ` O LL s 01 a U N DO 04 O o 2 SEA4\\\* o O; y�7 Z K. �. �4 O••. Q. ,: V IIIIIl1 C d T�9�09C E ..v Smon q � v o3aaomtv A E oc 8oc rb'x F a � m o ry N F m j o U w 0 w N ,y Li W W Lu UV7L0 ZZrn Z W W ccr UJ OWZof O Wofww 6L ' W Q. 1,WLu O Ln H Z (D Luo LL Q J Z 4 ^^I L F- 1 W O O LL Lb DESIGNED BY: DRAWN BY: KB CHECKED BY: KB scALE: AS NOTED DATE: ry 03/24/2018 SHEET 3 PROJECT NO. Al 18-008 ROOF PEAK -r± 15-6' STANDING SEAM METAL ROOF (TYP.) 5 1� TOP OF WINDOWS & DOORS 2'-0" O.H. o TYP. m STUCCO FINISH �o ON CMU WALL PGi3033 (TYP.) 135 / = 46.8 PSF INISHED FLOOR FRONT ELEVATION SCALE: 4' = 1' 0" ROOF PEAK Y± 15'-6' STANDING SEAM METAL ROOF (TYP.) 5 1 FINISHED a FINISHED FLOOR a OHN_I'HED�GRADE TBD REAR ELEVATION SCALE: 4' = 1'-0" \ PG 0 U CIOK CJJ -- - - f Vi vovv [vreCoo lk\\ + 35 / 37,9 PSF ROOF PEAK ± 15'-6" STANDING SEAM METAL R4)OF (TYP.) 12 5 � ��I�bllllllllllflllllii���� INISHED LEFT ELEVATION SCALE: 4' = 1'-0" , 032111=, ± 15'-6" STANDING SEAM METAL ROOF (TYP.) l� 5 �illlyN���� ISHED WINDOWS & DOORS O E0 co STUCCO FINISt- ON CMU WALL (TYP.) GT4640 EGRESS 35 / 379 PiF FINISHED FLOOR 12 5 12 5 FLORIDA BUILDING CODE: 2017 MEAN ROOF HEIGHT LESS THAN 30'-0" EXPOSURE= C 160 MPH (Vult) 124 MPH (Vasd) ENCLOSED STRUCTURE DESIGN PRESSURES FOR WINDOWS/ DOORS END ZONE OPENING (4' TO CORNER) INTERIOR ZONE AREA IN S.F. INWARD OUTWARD INWARD OUTWARD 10 +35.3 PSF -47.2 PSF +35.3 PSF -38.2 PSF 20 +33.7 PSF -44.0 PSF +33.7 PSF -36.7 PSF 50 +31.6 PSF -39.8 PSF +31.6 PSF -34.6 PSF 100 +30.0 PSF -36.7 PSF +30.0 PSF -33.0 PSF E kwo`: d m o 0 qN L ca 0 p N L ID DID o a) cD O CA IILU M ui(DH=# Z N U) 0 LU coQ ^ 0-n�U Ln04 N O U to N m N �a -o U ILL c 0_ U N m N p O N O > SEFtL`' T; CD 0; 3: 1 O E . ;. T 9y�9Ca Et vS of Foteoasx " m r m w o Q N CI ti N N F W 0 j K }V F 0 V a a W W W UC)Z);7; ZZrn ZLLIWM WoQ0 oWZorf 0 W J (75 rw ryZ2Lu 0 LLI a WDo� 0 Lo Z CD 1n DRANM BY: KB CHECKED BY: KB SCALE: AS NOTED Dnre 03/24/2018 4 PROJECT NO. 18-008 RIGHT ELEVATION SCALE: 4' = 1' 0" G 2 NO 2'-0" O.H. 13 594 12 34'-0" TRUSS SPAN 1\ 5 12P /Tl2 5 /I 4 ATTIC ACCESS •y L2 N 80" H. FLAT CEILING CN O N r PRE-ENGINEERED N r r V,,)OD TRUSSES O 24" O.C. r 1 / \ i Hm / \\ T12 5 5 TYP. L2 FORMED AND POURED 12 BEAM 8"x16" W/ (2) #5 BARS TOP & BOTTOM ■/101 ImlIS AND #3 TIES 12" O.C. THROUGHOUT ' 13 II L2 LLI FORMED AND POURED Q _U BEAM 8'x16" W/ O a (2) #5 BAR§ TOP & BOTTOM AND #3 TIES 12" O.C. THROUGHOUT p 9 2,-0„ 34'- O.H. 3 x 594 12 , ROOF PLAN SCALE: 4' = 1'-0" GROUT SOLID GROUT SOLID (1) #5 CONT. (1) #5 CONT. U-BLOCK U-BLOCK 5 (1) #5 @ OPENING + 18„ CASTCRETE CASTCRETE 8"x8" LINTEL B"xB" LINTEL L1 (8F16-1T/OB) L2 (8F16-iT/1B) LINTEL DETAILS SCALE: 3/4" = 1' 0" GROUT SOLID (2) #5 CONT. U-BLOCK ' GROUT SOLID (1) #5 @ OPENING + 16" CASTCRETE 8'x8' LINTEL L3 (BF204T11B) GROUT SOLID (2) #5 CONT. U-BLOCK (1) #5 @ OPENING + 16 CASTCRETE Wx8" LINTEL L4 (8F16-2T/1 B) 2800 13 �— FORMED AND POURED ® ® ® AM 8"xi6" W/ (2)BE#5 BARS TOP &BOTTOM AND #3 TIES @ 12" O.C. THROUGHOUT LL amU 13 0.F 0 2 N O tn p•��;4 w 8U8 8F8 8F12 81`16 p.a p• r 8F30 8F28 8F24 81`20 LINTEL SCHEDULE USE CAST-CRETE (P.B. CO.) OR EQUAL SCALE: 3/4" = V-0" APPROVED SAFE LOAD TABLES TYPE F = FILLED W/ GROUT/ U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-lB/lT NOMINAL WIDTH QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT #5 REBAR AT TOP MIN. (1) REQUIRED CMU GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) ROOF WOOD STRUCTURAL PANEL - FASTENING SCHEDULE MEAN ROOF HEIGHT LESS THAN 25' 19/32" OR GREATER Ed COMMON 3" O.C. EDGES AND 6" O.C. INTERMEDIATE THROUGHTOUT MINIMUM SPACING FOR EMBEDDED STRAPS IS 10", REDUCE ALLOWABLE UPLIFTS BY 30% FOR STRAPS SPACED 4" TO 10" LINTEL SCHEDULE (GENERAL) MANUFACTURER: CAST-CRETE LINTEL NUMBER LINTEL LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM COMPOSITE 1 5'-6" 3480 PLF 760 PLF 1868 PLF 865 PLF 2 3'-4" 6113 PLF 220 PLF 2707 PLF 297 PLF 3 T-0" 6613 PLF 760 PLF 3060 PLF 865 PLF 4 4'-6" 5365 PLF 760 PLF 2276 PLF 865 PLF 5 2'-2" 6613 PLF 220 PLF 3524 PLF 297 PLF ALL LOADS OBTAINED FROM "CAST-CRETE" SAFE LOAD TABLES PRE -CAST HEADER SCHEDULE INDICATES MINIMUM HEADER ABOVE OPENINGS AND DOES NOT INCLUDE BOND BEAM, EXCEPT AT GARAGE DOOR OPENING. UPLIFT IN POUNDS (LESS THAN 500 LBS IF OMITTED) # OF CONNECTORS (IF MORE THAN ONE) �— REQUIRED CONNECTOR TYP. SYMBOL (SEE SCHEDULE) CONNECTOR SCHEDULE (GENERAL) NAILS - QUANTITY AND CONNECTOR/ DEVICE CONNECTOR ALLOWABLE LOAD VALUES SIZE PER CONNECTION TYPE OF #(3) 1ODxl-1/2" NAILS IN - (10d NAILS ARE 1.1/2" CONNECTION UPLIFT FORCE 1 SEAT LONG FOR SINGLE REMARKS LATERAL (# OF CONNECTORS) LOAD LATERAL LOAD MEMBER TRUSS) UPLIFT PARALLEL PERPENDICULAR BOLTS -QUANTITY AND TO BEAM TO BEAM SIZE PER CONNECTION UP TO 435# SIMPSON (OR EQUAL) 435# 336# 565# 3- 10d 436# TO 725# 2 SIMPSON (OR EQUAL) 725# 336# 655# 5-10d HETAL 20#(1) 726# TO 1015# 3 O SIMPSON (OR EQUAL) 1015# 336# 960# 7- 10d HETAL 20#(1) 1016# TO 1305# q O SIMPSON (OR EQUAL) 1305# 336# 960# 9-10d HETAL 20#(1) 1306# TO 1507# 5 O SIMPSON (OR EQUAL) HETAL 20#(1) 1507# 336# 960# 11 - 10d 1508# TO 1676# 6 O SIMPSON (OR EQUAL) HETAL20#(1) 1676# 336# 960# 13-10d TYPICAL TRUSS 1677# TO 1845# 7 O SIMPSON (OR EQUAL) HETAL20#(1) 1845# 336# 960# 15-10d ( SOEE TRUSS 1846# TO 3690# O SIMPSON (OR EQUAL) HETAL 20 #(2 STRAPS) 3690# 415# 1920# 15 - tOd EACH STRAP LAYOUT FOR UPLIFT) 1846# TO 6920# O USP USC 6920# - - 2-3/4" 0 x 5" MIN. t 846# TO 3915# 10 SIMPSON HTT22 3915# - - 32 - 10d x 1-1/2" TO WOOD 518"0 x 6"'J' BOLT 122# PER 10d (MASONRY) NAIL TO CONCRETE 1846# TO 5250# 11 SIMPSON H12 5250# - - 32 - 16d x 1.1/2" TO WOOD 518"0 x 6"'J' BOLT 164# PER 16d (MASONRY) NAIL TO CONCRETE UP TO 1810# 12 HETA 20 1810# 3409 795# (9) 10d x 1-1/2" TYPICAL TRUSS (22) 10d 5/8 DIAMETER ANCHOR BOLT WITH 12" MIN. 1810# TO 3965# 13 MGT 3965# _ _ EMBED IF NOT CAST IN PLACE GIRDERS USE SIMPSON SET XP EPDXY ADHESIVE WITH 12" MIN. EMBED. WOOD BEAM TO UP TO 1750# I 20 O USP NFM 3x12 1750# - - 14 - 10d TOTAL MASONRY OR 35x12 WOOD BEAM TO 1751# TO 3482# 21 USP NFM 3xl2U 3482# - - 14 • tOd TOTAL MASONRY OR 35X12U TRUES TO UP TO 750# 22 SIMPSON (OR EQUAL) TS 18 (1) 750# - - 14 - 1Od TOTAL WOODOR WOOD TO SIMPSON (OR EQUAL) WOOD (SEE 751 # TO 1530# 23 ITS 18 (2) 1530# - - 14 - 10d TOTAL TRUSS LAYOUT FOR UPLIFT) 1531# TO 1935# 24 O SIMPSON (OR EQUAL) TS 18 (3) 193 _ _ 14 - tOd TOTAL WOOD POST TO 1846# TO 3915# ® SIMPSON HTT22 3915# - - 32 -10d x 1-112' TO WOOD 51TO x 5'WEDGE ANCHOR TO SLAB (MASONRY) CONCRETE WOOD POST TO 1846#T05250# 26 SIMPSON HTT22 3915# - - 32 -10d x 1-12" TO WOOD 5/9" 0 x T WEDGE ANCHOR TO 122#PER 10d SLAB (MASONRY) CONCRETE NAIL WOO TTO T02200# 27 SIMPSON ABU44 2200# - _ 6PE �S SLPA13 5/8'161 �' Y�TRl u1�(CO.d NAILING PATTERN FOR ROOF SHEATHING 8d COMMON NAILS @ 4" EDGES, 6" FIELD NAILING PATTERN FOR 1/2" CDX PLYWOOD WALL SHEATHING Ed COMMON NAILS @ 4" EDGES, 6" FIELD WIND INFORMATION - 2017 FBC BASIC WIND SPEED: 160 MPH (Vult) 124 MPH (Vasd) BASIC VELOCITY PRESSURE: 48 PSF OCCUPANCY USE/ TYPE: SINGLE FAMILY DWELLING EXPOSURE CATEGORY: 'C' INTERNAL PRESSURE COEFFICIENT: +/- 0.18 COMPONENTS/ CLADDING DP: PER TABLE 1606.2E (SEE ELEVATION VIEWS) MWFRS • ROOF DP: PER TABLE 1606.2A: -30.0 PSF UPLIFT TOTAL ROOF DEAD LOAD: 20 PSF BEARING TOTAL ROOF LIVE LOAD: 20 PSF BEARING ROOF TRUSS LOADS: PER TRUSS ENGINEERING MEAN ROOF HEIGHT: 15, SOIL BEARING CAPACITY: 1500 PSF ENGINEER CERTIFIES STRUCTURE COMPLIES WITH STRUCTURAL AND WIND LOAD REQUIREMENTS OF 2017 FBC 6TH EDITION AND ASCE 7-10. NOTES: 1. ROOF SLOPE IS 5/12. 2. TYPICAL OVERHANG LENGTH IS 24", UNLESS OTHERWISE NOTED. 3. TRUSS PLANS TO BE PROVIDED BY TRUSS MANUFACTURER, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 4. TYPICAL PERIMETER BEAM TO BE 8"xS" BOND BEAM W/ (1) #5 CONT., UNLESS OTHERWISE NOTED. 5. TOP OF BOND BEAM TO BE 8'-1"A.M.F.F„ UNLESS OTHERWISE NOTED. 6. ALL WOOD BEAMS, HEADERS, ETC. SHALL HAVE A MINIMUM STRENGTH OF Fb = 1500 PSI, UNLESS OTHERWISE NOTED. 7. ALL WOOD BEARING HEADERS TO BE (2) 2xl2's, UNLESS OTHERWISE NOTED, ALL PRECAST CONCRETE TO HAVE A MIN. BEARING OF 8". 8. ALL TIE COLUMN OR FILLED CELL REINFORCING STEEL SHALL BE TIED INTO BOND BEAMS ACCORDING TO A.C.I. APPLICABLE CODE STANDARDS, 9. ALL TRUSSES SHALL BE ANCHORED ON BEARING PARTITIONS, WALLS AND/OR TIE BEAMS WITH APPROVED ANCHORS. 10. ALL WOOD THAT COMES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. #� U U w L) O N L U O L m N O 00 � 03 0O r W M W (6 != Z N U O mQ �tI aN �5ci C U to N 0) .4) IN m L. r o_ o c a1)) N DO _ 0 2 d �LLYYY�/ �O4'\ ••'•• co W�•1 Z 7N• 7l U yo's O N z �.0 \ v 5 .o 3owa`c a v o°ov o vsa`o m`vm ^mz Lu U0:`� LU Lu Z ZZrn W W M WoIn Qo co WZo co 0 W�Ww (YWWU 0 W a W®Nu_ O Lo Z C7 0 II DESIGNED BY'. II -_._-_. AS NOTED DATE: 03/24/2018 5 PROJECTNO. 18-008 METAL STANDING SEAM ROOF SYSTEM (5V CRIMP) OVER APPROVED UNDERLAYMENT MEMBRANE ON APA ' SPAN RATED PLYWOOD SHEATHING INSTALLED PER MANUFACTURER'S INSTRUCTIONS SEE CONNECTOR SCHEDULE FOR REQUIRED CONNECTOR AT EACH 12 TRUSS 5 PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. SEE STRUCTURAL PLAN FOR ANCHORAGE SCHEDULE AND DETAILS. COPPER DRIP EDGE OVER Ix4 P.T. NAILER ON 2x8 WOOD (PAINT % l GRADE) FASCIA OVER 2X SUB FASCIA TOP CHORD BRIDGING AND BRACING PER SHOP DRAWINGS TRUSSES TO BE PROVIDED WITH STRIKE PLATES OR VAPOR BARRIER/// - TO BE INSTALLED BETWEEN EACH TRUSS BEARING AND ON WALL / ROOF WOOD STRUCTURAL PANEL - FASTENING SCHEDULE MEAN ROOF HEIGHT LESS THAN 25' 19/32" R GREATER 8d COMMON 4" O.C. EDGES AND 6" O.C. INTERMEDIATE THROUGHTOUT I METAL STANDING SEAM ROOF — $YS11 (5V CRIMP)OVER APPROVED UNDERLAYMENT MEMBRANE ON APA SPAN RATED PLYWOOD SHEATHING INSTALLED PER MANUFACTURER'S INSTRUCTIONS =ON SEE CONNECTOR SCHEDULE FORPE ) REQUIRED CONNECTOR AT EACH 12R-20) `TRUSS 5NDERSIDE PRE-ENGINEERED ROOF TRUSSES ATING 24" O.C. SEE STRUCTURAL PLAN FOR ANCHORAGE SCHEDULE AND BRIDGING AT 8'-0" O.C. DETAILS. AT BTM. CHORD R-30 INSULATION COPPER DRIP EDGE OVER NP.T. BELOW BTM. CHORD NAILER ON 2x8 WOOD (PAINT GRADE) FASCIA OVER 2X SUB FASCIA / HI RIBBED LATHE VINYL SOFFIT W/ COORDINATE CROWN STUCCO FINISH - CONT. VENTS FINISHES WITH THE OWNER 5/8" GYPSUM BOARD DRAFTSTOP W/ KNOCKDOWN DOUBLE CMU BOND BEAM WITH FINISH APPLIED TO U-BLOCK FULLY GROUTED AND UNDERSIDE OF TRUSSES 2'-0" O.H. WITH (1) #5 CONT. PER COURSE TYP. PROVIDE CAP 8" MASONRY WALL REINF W/ 9 GA LADDER TYPE REINF @ 16" OC AND #5 VERT REINF IN FULLY GROUTED CELLS AT THE FOLLOWING LOCATIONS 1, ALL CORNERS AND INTERSECTIONS 2. MAX 48" OC 3, ADJACENT TO OPENINGS - 4, AS SHOWN ON THE PLANS ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, FY= 60,000 PSI DEFORMATION BARS IN ACCORDANCE WITH THE LATEST ASTM SPECIFICATIONS 5/8"STUCCO FINISH "L SPLICE MIN. ON 8"x8"x16" CMU -- - WALL . j/',2"GYPSUM BOARD OVER lx2 P.T. WOOD FURRING @ 16" O/C WITH - R=4 FOIL BACK INSULATION _ ORDIN -TE ALL BASE, FLOORING, AND WALL FINISHES m WITH THE OWNER / N w 4'THICKCONC. SLAB W/W1.5xW1.5 d = bx6 WIRE MESH (HOLD MESH 1-1/7' OFF BOT OF SLAB) ON .6 MIL VAPOR N N~ N §ARRIER OVER CLEAN, WELL • w COMPACTED TERMITE TREATED CLEAN SAND FILL. ce MAIN FINSH FLOOR J� - FINISH GRADE - j .6 MIL POLY VAPOR BARRIER ...,......_ i I m <.. — -, ._.— tea., 16" DEEP x 18" WIDE CONTINUOUS -; — POURED CONCRETE FOOTING - W / (2) #5 REBAR REINFORCING #5 DOWEL AACIACH OUS CONTINUOUS _--- FILLED WITH STANDARD 900 HOOK INTO FOOTER, LOCATE CLEAN OUTAT EACH DOWEL ("A�TYPICAL 1 STORY CMU WALE. SECTION SCALE: 3/4" = V-0" PRE-ENGINEERED ROOF TRUSSES AT 24' O.C. RAT RUNS (2x4's) LAID FLAT @ 8-0" O.C. - � Z R-30 BATT INSULATION BELOW BOTTOM CHORD +� g (2) 16C NAILS 1/4"±GAP -' I .- (U.O.N:) 5/8" DRYWALL w w COORDINATE CROWN G z FINISHES WITH THE OWNER x O 3-5/8" METAL TRACK W/ r (2) # 8 SCREWS EACH TRUSS. f 0o I o N 1/7' DRYWALL ON j pp METAL STUDS (3-5/8'S'IH.25ga.)AT'S' zF-� ('S'=24"O.C.WHEN 'H'UPTO10'-0"OR `DZ ZE j (L 'S' = 16" O.C. WHEN'H' UP TO 12'-0") =^ LLJ W W W CAST IN PLACE O-DgIi d U U 000 ~ N NOTES # 1 & 2 En En METAL STUDS USE .140 DIA. P.A.F. AT 16" O.C. TO CONCRETE 4" CONC. SLAB W/ WIRE MESH OR OPT, FIBERMESH - - 3-5/8" METAL BASE TRACK ON P.T. 2x4 CONT. SOLE PLATE COORDINATE ALL BASE, FLOORING, AND WALL FINISHES WITH THE OWNER TYPICAL INTERIOR NON -LOAD BEARING WALL SECTION m W N m H 0 2 � W LL m O z W ` W p �m N 00 (r) O Z D 0� +t m LL 0 a O H- O TOP CHORD BRIDGING AND BRACING PER SHOP DRAWINGS TRUSSES TO BE PROVIDED WITH STRIKE PLATES OR VAPOR BARRIER TO BE INSTALLED BETWEEN EACH TRUSS BEARING AND CMU WALL PROVIDE SPRAY TYPE (ICYNENE FOAM, R-20) INSULATION ON UNDERSIDE OF ROOF SHEATHING BRIDGING AT 8'-0" O.C. AT BTM. CHORD R-30 INSULATION BELOW BTM. CHORD HI RIBBED LATHE VINYL SOFFIT W/ - STUCCO FINISH - CONT. VENTS COORDINATE CROWN 2'-0" O.H. FINISHES WITH THE OWNER 5/8" GYPSUM BOARD TYP. DRAFTSTOP W/ KNOCKDOWN DOUBLE CMU BOND BE WITH FINISH APPLIED TO U-BLOCK FULLY GROUTED AND UNDERSIDE OF TRUSSES WITH (1) #5 CONT. PER COURSE PROVIDE CAP PROVIDE PRECAST 8" MASONRY WALL REINF W/ 9 GA LINTELS OVER LADDER TYPE REINF @ 16'OC AND ALL OPENINGS PER #5 VERT REINF IN FULLY GROUTED PLAN CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. MAX 48" OC 3. ADJACENT TO OPENINGS 4. AS SHOWN ON THE PLANS SEE FLOOR PLAN FOR. WINDOW SIZE ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, FY = 60,000 PSI SILL REINFORCEMENT IS DEFORMATION BARS IN ACCORDANCE NOT REQUIRED FOR WITH THE LATEST ASTM SPECIFICATIONS OPENING WIDTHS 44' P SP OR LESS 1/7' GYPSUM BOARD OVER 1x2 P.T, WOOD FURRING @ 16" O/C WITH R-4 FOIL BACK INSULATION ce COORDI ATE ALLBA E,_ w' FLOORING, AND WALL FINISHES m WITH THE OWNER g w 4" THICK CONC. SLAB W/ W1.5 x W1.5 - 6x6 WIRE MESH (HOLD MESH 1-1/2" a >- Q OFF BOT OF SLAB) ON .6 MIL VAPOR ^�N v> BARRIER OVER CLEAN, WELL w COMPACTED TERMITE TREATED U w CLEAN SAND FILL. MAIN FINSH FLOOR FI SH GRADE —i - MIL POLY VAPOR BARRIER - 16" DEEP x IW WIDE CONTINUOUS '-- POURED CONCRETE FOOTING W m W H 0 W LL = O z 0_ 1 w O �m bN 00 0 Z co K +I Q w m LL 0 a O F- O F- METAL STANDING SEAM ROOF i SYSTEM (5V CRIMP) OVER APPROVED UNDERLAYMENT MEMBRANE ON APA SPAN RATED PLYWOOD SHEATHING ( INSTALLED PER MANUFACTURER'S INSTR CTIONS SEE CONNECTO4E��Hl � REQUIRED CO TRUSS PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. SEE STRUCTURAL PLAN FOR ANCHORAGE SCHEDULE AND DETAILS. COPPER DRIP EDGE OVER (Ix4PAINT P.T. NAILER ON 2x8 WOOD (PAINT GRADE) FASCIA OVER 2X SUBFASCIAHI RIBBED LATHE VINYLSOFFIT STUCCO FINISH - CONT. VENTS 2'-0" O.H. TYP. TOP CHORD --/ BRIDGING AND BRACING PER SHOP DRAWINGS TRUSSES TO BE PROVIDED WITH STRIKE PLATES OR VAPOR BARRIER TO BE INSTALLED BETWEEN EACH TRUSS BEARING AND CMU WALL 8" w. x 16" d. C.I.P. BEAM W/ (2) #5 BARS TOP AND BOTTOM W/ #3 TIES @ 17' O.C. THROUGHOUT 4" THICK CONC. SLAB W/ W 1.5 x W 1 6x6 WIRE MESH (HOLD MESH 1-1/2' OFF BOT OF SLAB) ON .6 MIL VAPOf BARRIER OVER CLEAN, WELL COMPACTED TERMITE TREATED CLE SAND FILL. SLOPE P AWAY FROM RESIDENCE GRADE FINISH G 0 ,I .6 MIL POLY VAPOR BARRIER W.x 8" D. THICKENED EDGE WITH W/ 1 #5 REBAR - REINFORCING - ..... .. - — - CONT. - - - (TYP. FMrFl TYPICAL FRONT PORCH SECTIO N _ SCALE: 3/4" = V-0" W/ (2) #5 REBAR REINFORCING FILLED WITH ACACH"I --- METAL STANDING SEAM ROOF # DOWEL ATE - CONTINUOUS SYSTEM (SV CRIMP)OVER APPROVED TOP CHORD AND BRACING 1'-&_' UNDERLAYMENT MEMBRANE ON PER SHOP DRAWINGS STANDARD 90° ---- APA SPAN RATED PLYWOOD HOOK INTO FOOTER, SHEATHING INSTALLED PER LOCATE CLEANOUT 1- , MANUFACTURER'S INSTRUCTIONS AT EACH DOWEL SEE CONNECTOR - c WALL SECTION T H R U WINDOW REQUIRED CONNECTOR AT EACH TRUSS PRE-ENGINEERED ROOF TRUSSES AT 6 SCALE: 3/4 = 1 �•O" 24" O.C. SEE STRUCTURAL PLAN V HEAD - LINTEL FILLED OR CONCRETE BEAM TYPICAL FOOTING NOTES: 1. FOR OPENING WIDTHS GREATER THAN 4'-4" AND 'H' GREATER THAN 4" A.F.F., PROVIDE (1) #5 HORZ. IN A CAST IN -PLACE SILL. 2. FOR OPENING WIDTHS GREATER THAN 64" WITH 'H' GREATER THAN 8 A.F.F. PROVIDE #5 VERTICAL DOWELS SPACED AT4'-0 MAXIMUM IN ADDITION TO THE (1) #5 HORZ.IN A CAST -IN -PLACE SILL. 3. SILL REINFORCEMENT IS NOT REQUIRED FOR OPENING WIDTHS 4'-4" OR LESS. _OPENING DETAIL SCALE: 3/4" = V-0" LINTEL PER OPTIONAL PLAN (SEE PLAN) z i s 1 f - Y W REINFORCEMENT PER PLAN I n > d #5 VERT. IN ± 4" GROUTED CELL 1 AT JAMB I I 1 1 NOTES: ALL OPENINGS TO HAVE A CASTCRETE PRE -CAST LINTEL FILLED WITH 3,000 PSI CONCRETE. ONE COURSE OF U-BLOCK WI (1) #5 REBAR AND FILLED WITH 3,000 PSI CONCRETE TO BE PLACED ABOVE PRE -CAST LINTEL AND AT TOP OF BLOCK WALL UNLESS _ = OTHERWISE NOTED. GROUT OPENING JAMBS SOLID, J CONCRETE/ GROUT PER ASTM C476- FLUID CONSISTENCY N WITHOUT SEGREGATION OF MATERIALS. DETAIL ELEVATION OF JAMB SCALE: 3/4" = V-0" FOR OPENINGS 6' OR LONGER FOR ANCHORAGE SCHEDULE AND DETAILS, COPPER DRIP EDGE OVER lx4 P.T. NAILER ON 2x8 WOOD (PAINT i GRADE) FASCIA OVER 2X SUB FASCIA HI RIBBED LATHE VINYL SOFFIT W/ STUCCO FINISH - CONT, VENTS 12 PROVIDESPRAYTYPE 5 (ICYNENE FOAM, R-20) INSULATION ON UNDERSIDE / OF ROOF SHEATHING TRUSSES TO BE PROVIDED WITH BRIDGING AT 8'-0" O.C. STRIKE PLATES OR VAPOR BARRIER AT BTM. CHORD TO BE INSTALLED BETWEEN EACH TRUSS BEARING AND CMU WALL R-30INSULATION j-��- - BELOW BTM. CHORD 2'-0" O.H. THROUGHOUT ITOP AND BOTTOM TYP. W/ #3 TIES @ 12" O.C. 5/8" STUCCO FINISH (ALL AROUND) ON 8"x8"x16" CMU COLUMN 30" LAP SPLICE MIN. 4" THICK CONC. SLAB W/ W1.5 x W 1 - 6x6 WIRE MESH (HOLD MESH 1-1/2' OFF BOT OF SLAB) ON .6 MIL VAPOF BARRIER OVER CLEAN, WELL TEXTURED STUCCO ON HIGH RIBBED P.B. METAL LATH ON TRUSSES #5 DOWEL ATEAC COMPACTED TERMITE TREATED CLEAN FILLED WITH ACI SAND FILL. STANDARD 900 HOOK INTO FOOTER, H LOCATE CLEANOUT MAIN FINSH FLOOR AT EACH DOWEL SLOPE 1" AWAY FROM RESIDENCE 0'-0" I PORCH FLOOR FINISH GRADE I .6 MIL POLY VAPOR BARRIER i 'x33"xl6" CONC. PAD I W 3 # E.W. BTM (TYP. F 5 M T O i ( 4 - I TYPICAL � TYP. FRONT O PORCH COLUMN SECTION SCALE: 3/4" = V-0" m W m PROVIDE SPRAY TYPE (ICYNENE FOAM, R-20) INSULATION ON UNDERSIDE OF ROOF SHEATHING BRIDGING AT 8'-0" O.C. AT BTM. CHORD R-30 INSULATION BELOW BTM. CHORD TEXTURED STUCCO ON HIGH RIBBED P.B. METAL LATH ON TRUSSES m W U) LL zCL < J ZLu W 0 z m bN F LL OD U aZ m +1 4 Uml LL O a O 0 PORCHFL00---------- 0' J� Ag m U N U � L m N O < co 04 rn °D to r W m uI N �i Z N m O 04 < ar•SU CN U co N 0) �m m O LL N D_ V N m N d)) SEA�\O , r: m N 3:'• u 6 i u~i 2 ••7 Z w i W r, Z) V Z Z rn ZWWM W�< �WZ� 00 W LL uj w 3°wa O L:i W Z KEO BY: KB AS NOTED 03/24/2018 r SH6EET PROJECT NO. 18-008 _ SCALE: 3/4" = V-0" ELECTRICAL PLAN SCALE: 4' = V-0" ELECTRICAL SYMBOL LEGEND $ SINGLE POLE SWITCH $' THREE POLE SWITCH DUPLEX OUTLET 220 V OUTLET FOR RANGE Q� DUPLEX OUTLET (GROUND FAULT INTERRUPT) Ow, DUPLEX OUTLET (WEATHERPROOF) CEILING MOUNTED LIGHT FIXTURE CEILING MOUNTED FIXTURE (WATER PROOF) wp -�7- WALL MOUNTED LIGHT FIXTURE -(�:O CEILING MOUNTED BATHROOM FIXTURE Q W/ EXHAUST FAN G'0 CEILING FAN -q GARBAGE DISPOSAL 2 CABLE TV OUTLET ► PHONE JACK SD SMOKE/ CARBON MONOXIDE DETECTOR ELECTRICAL PANEL ELECTRICAL METER PANEL DESCRIPTION "° WIRE LOAD POLE AMPS AMPS POLE LOAD WIRE 6 RANG€ 2 50 1 2 20 1 REFRIGERATOR 12 6 RAN6€ 2 50 3 4 30 2 DRYER 10 12 DISHWASHER 1 20 5 6 30 2 DRYER 10 12 APPLIANCE CIRCUIT 1 20 7 8 30 2 WATER HEATER 10 12 APPLIANCE CIRCUIT 1 20 9 10 30 2 WATER HEATER 10 12 APPLIANCE CIRCUIT 1 20 11 12 15 1 GENERAL LIGHTING 14 12 APPLIANCE CIRCUIT 1 20 13 14 15 1 GENERAL LIGHTING 14 14 GENERAL LI(5HTING 1 15 15 16 15 1 GENERAL LIGHTING 14 14 GENERAL LIGHTING 1 15 17 18 15 1 GENERAL LIGHTING 14 14 GENERAL LIOHnNG 1 15 19 1 20 15 1 GENERAL LIGHTING 14 12 DISPOSAL 1 20 21 22 20 1 WASHER 12 10 A/C COMP. 2 30 23 24 30 2 AIR HANDLER 10 10 A/C COMP. 2 30 25 26 30 2 AIR HANDLER 10 SPARE 27 28 SPARE SPARE 29 30 SPARE SPARE 31 32 SPARE SPARE 33 34 SPARE SPARE 35 36 SPARE LOAD CALCULATIONS # POLES CIRCUIT DESCRIPTION BREAKER SIZE WIRE SIZE H.S. K.W. K.W. 2 RANGE 50A #6 10.OK.W. 2 WATER HEATER 30A #10 3.5 K.W. 1 APPLIANCES 20A #12 3.0 K.W. 1 WASHER 20A #12 1.5 K.W. 1 DISHWASHER 20A #12 1.2 K.W. 1 REFRIGERATOR 20A #12 1.2 K.W. 2 DRYER 30A #10 5.0 K.W. 2 GEN. LIGHTING(3WH610 S.F.) 15A #14 4.8 K.W. SUBTOTAL LOAD LESS A/C & AHU 30.2 K.W. 2 A/C UNIT 25A #10 2 AHU UNIT 30A #10 5 KW. LOAD SUMMARY HEAT STRIP @10M 5-OK.W. FIRST 10 K.W. @10A 10A K.W. 240� = 96.25 AMP DEMAND REMAINDER @40 8.1 K.W. TOTAL 23.1 K.W. ELECTRICAL CONTRAcfQRTO VERIFY PRIOR TO CONSTRUCTION 3-#1 CU. IN 9" RI(]IN ANEL 150 AMP MC:E CKT, 5,000 A/C,, ALL COPPER WIRING) #4 CU. GRND. TO 8" GRIND. ROD & C.W.P. �I & FOUNDATION STEEL I ELECTRICAL RISER SCALE: N.T.S. NOTE: VERIFY IN FIELD U.G. OR O.H. SERVICE PRIOR TO CONSTRUCTION GENERAL ELECTRICAL NOTES: 1. ALL WORK OF THIS SECTION SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. ALL WORK SHALL BE SUBJECT TO INSPECTION BY LOCAL AND CITY INSPECTORS AND MUST MEETWITH THEIR APPROVAL. 2. THE ELECTRICAL CONTRACTOR. SHALL APPLY FOR ALL PERMITS AND INSPECTIONS. PROVIDE THE OWNER WITH CERTIFICATE OF INSPECTIONS. 3. THE ELECTRICAL CONTRACTOR SHALL VERIFY WITH THE UTILITY COMPANY OF ALL SERVICES ENTERING THE BUILDING. 4. UNLESS OTHERWISE NOTED, THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, APPARATUS, TOOLS, STORAGE, AND ALL OTHER ITEMS OR WORK NECESSARY OR REQUIRED TO INSTALL AND COMPLETE THE ELECTRICAL WORK SHOWN ON THE DRAWINGS AND SPECIFIED. 5. PROVIDE TEMPORARY LIGHTING AND POWER AS REQUIRED. 6, THE ELECTRICAL CONTRACTOR SHALL BEFORE SUBMITTING HIS PROPOSAL FOR WORK, VISIT THE SITE AND/OR PREMISES AND OBTAIN ALL INFORMATION THAT WILL AFFECT HIS BID. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR CONFORMING TO THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. 7. THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING PRIOR TO HIS BID OF ANY DISCREPANCIES SHOWN ON THE DRAWINGS THAT DO NOT REFLECT ACTUAL FIELD CONDITIONS. 8. THE ELECTRICAL CONTRACTOR SHALL VERIFY INTENDED LOADS AS SHOWN, 9. PROVIDE GROUND FAULT INTERRUPT(G, F.I.) FOR ALL BATHS. 10. CONNECT GROUNDING ELECTRODE CONDUCTOR TO GROUND ROD AND NEAREST COPPER WATER LINE (COLD). 11.ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE DONE BY OTHERS. _ w 12, SCOPE OF WORK: FURNISH ALL LABOR, MATERIALS AND APPLIANCES IN ORDER TO PRODUCE A COMPLETE ELECTRICAL SYSTEM. CONTRACT SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING PRINCIPLE ITEMS OF WORK: A. PROVIDE NEW 150 AMP SERVICE. B. ELECTRICAL MAIN AND BRANCH PANELS AS REQUIRED. C. WORK IN CONNECTION WITH OTHER TRADES. D. INSTALLATION OF LIGHT FIXTURES AND LAMPS. E. DEVICES AND PLATES. F. TEMPORARY LIGHTING AND POWER, G. TAGGING OF FEEDERS. 13. THE ELECTRICAL CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AND INSTALL SERVICE IN ACCORDANCE W TH UTILITY COMPANY REQUIREMENTS, INCLUDE ANY UTILITY COMPANY COST ASSOCIATED WITH THE INSTALLATION. 14.ALL WRING SHALL BE COPPER, TYPE AC (ARMORED CABLE) OR NM (NON-METALLIC CABLE). OUTLET BOXES SHALL BE OF TYPE AND SIZE FOR LOCATION AND USE INTENDED. 15.000RDINATE CONTROL AND POWER WRING REQUIREMENTS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. 16.WRING DEVICES: - SINGLE POLE SWITCH SLATER#2270-WH - 3WAY SWITCH SLATER #2273-WH 4WAY SWTCH SLATER#2274-WH - DIMMER LUTRON SKYLARK S-103P - DIMMER (FLUORESCENT) LUTRON SKYLARK SF-103P - DUPLEX RECEPTACLE SLATER#6252 AC WH - GFI SLATER #6252 GFI WH - SMOKE DETECTOR SQUARED' EDG 55 (HARDWIRED AND INTERCONNECTED) - EXHAUST FAN BROAN OR EQUAL 17.RECEPTACLES SHALL BE 15A, 120V OF THE GROUND TYPE AT 12" A.F.F. UNLESS OTHERWISE SPECIFIED. 18.SWITCHES SHALL BE AT 45" A.F.F. UNLESS OTHERWISE SPECIFIED. 19. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS. 20, THE OWNER IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WRING. COORDINATE WITH TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED. - 21.THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR CONDITIONING POWER AND CONTROL WORK AND CONDUIT ARE INCLUDED IN THE BID, 22.ALL CONDUCTORS TO BE COPPER. 23. NO CONCURRENT LOADS, USE THE LARGEST FOR SERVICE DEMAND CALCULATIONS. 24.DEVICES AND PLATES SHALL BE OF COLOR A$ SELECTED BY THE OWNER. 25.THE ELECTRICAL CONTRACTOR SHALL REVIEW OUTLETAND SWITCH LOCATIONS WTH THE OWNER IN FIELD PRIOR TO INSTALLATION. 26.SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS TO BE HARD WIRED AND INTERCONNECTED. INSTALL SMOKE DETECTOR IN EACH BEDROOM, INSTALL A COMBINATION SMOKE/CARBON MONOXIDE DETECTOR ON EACH FLOOR. 27.PROVI DE AND INSTALL DOOR CHIME AS SELECTED BY THE OWNER. 28.PROVIDE AND INSTALLAN AUTOMATIC GARAGE DOOR WITH LIGHT. 291IGHTING FIXTURE SCHEDULE: ALL LIGHTING FIXTURES SHALL BE FURNISHED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR. 30.CLOSET LIGHTING SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH THE 2017 NATIONAL ELECTRICAL CODE, 31. BEDROOM AFCI OUTLETS SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH THE 2017 NATIONAL ELECTRICAL CODE. rt�,.. L-J I■I I■I I■I MECHANICAL PLAN ` SCALE: 4" = 1'-0" 0 QO L 0 liond t coti 2 ro CN cl o Z N N � ti LuQ a1`3: O U m N W N M O N ILL a� N DO N O o N �> SEAL\\\\t11 co ro� Z OS i %. 4c W Lu Lu U0Zo ZZrn ZLUWM W0Qo �wzo WELLILL �Z2w 0Lua O Ln LuO c'l I; Z (D L Lu n Z U I ^ I .L � J wU Lu Q U Lli II DRAWN BY. KB II DATE. 03/24/2018 k4zczlve, ✓(/N � %1019 Pertntttin St. Cu i ��Il Qnt "6"1-'oV3, 4 C 18 101 pad p1 �p� UNPLATTED ACREAGE (VACANT) O r 0 LJ I'7 OC In r O Ir of m O r CERTIFIED TO: )WIGHT M. GOODNER tHONDA E. GOODNER IU- 'ERMIT # 1812-0023 DESCRIPTION: 'HE WEST 390.50 FEET AND THE SOUTH 60.00 FEET OF THE NORTH /2 OF THE SOUTH 1/2 OF THE NORTHEAST QUARTER OF THE IORTHEAST QUARTER OF SECTION 15, TOWNSHIP 34 SOUTH, RANGE 19 EAST, ST. LUCIE COUNTY, FLORIDA, LESS AND EXCEPTING ALL XISTING RIGHTS OF WAY THEREOVER FOR PUBLIC ROADS AND IRAINAGE CANAL PURPOSES. AID LAND CONTAINS 4.18 ACRES, MORE OR LESS. SURVEY NOTES: . THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL MBOSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT, THE LAST DATE OF FIELD WORK WAS MARCH 12, 2019 (E.B• 9-254/39). UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT OCATED AS PART OF THIS SURVEY. . BEARINGS SHOWN HEREON ARE BASED ON THE WEST R/W LINE OF 'ORT PIERCE FARMS WATER MANAGEMENT DISTRICT CANAL NO. 6, SEARING S00'37'49"W, AS MONUMENTED. ALL BEARINGS ARE tELATIVE THERETO. . ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER DEED, JNLESS OTHERWISE NOTED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY )THEIR THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED NTHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 3. PROPERTY LIES IN FLOOD ZONE "X", PER MAP 12111C0070 J. )ATED 2-16-12. a. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT—OF—WAYS APPEARING IN THE UBLIC RECORDS. 0. ALL ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN /ERTICAL DATUM OF 1988 ( AVD 1988). 3Y: RICHARD C. LAVEN RE DATE FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 ARE GREATER THAN 75' FROM SUBJECT PROPERTY. 50 S GRAPHIC SCALE 50 mo ( IN FEET ) 1 inch = 50 ft. BOUNDARY SURVEY PREPARED FOR DWIGHT & RHONDA GOODNER -REVI SIGNS - BY I DATE MOVE SEPTIC SYSTEM TO NORTH SIDE OF PROPOSED RESIDENCE MWH 8/24/18 ADD PROPOSED MINIMUM FINISHED FLOOR ELEVATION JOE M 11 /9/7,8, ADD PROPOSED PAVERS, C0NC I. SLAB AND REVISE FIFE MWH 1/14/19 FORMBOA RD„TIE IN SURVEY ,,,, _ MWH 3/13/19 LEGEND A = CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT (D) = DEED FND = FOUND POC = POINT OF COMMENCEMENT POB = POINT OF BEGINNING CM = CONCRETE MONUMENT FFE = FINISH FLOOR ELEVATION FPL = FLORIDA POWER AND LIGHT OHU = OVERHEAD UTILITIES PKD = PK NAIL AND DISK ND = NAIL AND DISK P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK PG. = PAGE R/W = RIGHT-OF-WAY D.E. = DRAINAGE EASEMENT U.E. = UTILITY EASEMENT D,U.E. = DRAINAGE AND UTILITY EASEMENT I.E.E. = INGRESS/EGRESS EASEMENT EL = ELEVATION ALUM = ALUMINUM CBS = CONCRETE BLOCK STRUCTURE SF = SQUARE FEET �p = EXISTING ELEVATION BY DATE N FIELD JK 8/15/18 CALLS. RCL, 8/14/18 DRAWN MWH 8/16/18 W E CHECKED RCL 8 17/18 FILE REF. FIELD BK/PG 18.3131 18-251/71-72 LB 7056 NE CORNER OF J ' SECTION 15-34-39 CALCULATED POSITION) N8931'14"W 80.00' 0 Oz 1M � I O `} M J W Q ^ z J Z � N O Q U 00 w U W 00 v CQ L LL n L>- \ z 2 W ---, 20' DIRT DRIVE zf O -7 / / w W iiii = CURB INLET ❑ = CATCH BASIN O = FND IRC 3335 x = LAMP POST Q = AT&T PEDESTAL `'0, = WOOD POWER POLE 9a3 = CONCRETE POWER POLE C = GUY WIRE CONC - CONCRETE WPP - WOOD POWER POLE = FIRE HYDRANT D4 = WATER VALVE M = SANITARY VALVE TOB = TOP OF BANK ORB = OFFICIAL RECORD BOOK PG = PAGE MIN. = MINIMUM AC. = ACRES 8 = EXISTING WELL © = PROPANE TANK © = SANITARY CLEANOUT (9) = PROPOSED SEPTIC TANK IP = 1/2" IRON PIPE IR = #5 IRON ROD IRC = #5 IRON ROD AND CAP —O— = 6' WOOD FENCE —x— = 4' WIRE FENCE —a— = 4' CHAIN LINK FENCE —W— = PROPOSED WATER SERVICE NAVD = NORTH AMERICAN VERTICAL DATUM OF 1988 FPFWMD' = FORT PIERCE FARMS WATER MANAGEMENT DISTRICT LAVENTURE ATES INC. & ASSOCIATES, PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 (772) 398-6430 NONE (772) 398-6426 FAX DATE: 8-16-18 SCALE: 1 "= 50' JOB No.18.3131 SHEET 1 OF 1 L,1 a:, o\ MAR 14 7.019 6T Lwvll§ mow UNPLATTED ACREAGE (VACANT) CERTIFIED TO: DWIGHT M. GOODNER RHONDA E. GOODNER DESCRIPTION: THE WEST 390.50 FEET AND THE SOUTH 60.00 FEET OF THE NORTH 1/2 OF THE SOUTH 1/2 OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, LESS AND EXCEPTINQ ALL EXISTING RIGHTS OF WAY THEREOVER FOR PUBLIC ROADS AND DRAINAGE CANAL PURPOSES. SAID LAND CONTAINS 4.18 ACRES, MORE OR LESS. SURVEY NOTES: 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR. 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK WAS AUGUST 15, 2018. 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE WEST R/W LINE OF FORT PIERCE FARMS WATER MANAGEMENT DISTRICT CANAL NO. 6, BEARING S00'37'49"W, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER DEED, UNLESS OTHERWISE NOTED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. PROPERTY LIES IN FLOOD ZONE "X", PER MAP 12111CO070 J, DATED 2-16-12. 9, LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS. 10, ALL ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988). BY: AO RICHARD C. LAVENTU DATE FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 ARE GREATER THAN /5 FROM SUBJECT PROPERTY. C:N:ri VDDEES _— ri�GR�.�Ll GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. BOUNDARY SURVEY PREPARED FOR — DWIGHT & RHONDA GOODNER III LCVCINU A = CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT (D) = DEED FND = FOUND POC = POINT OF COMMENCEMENT POB = POINT OF BEGINNING CM = CONCRETE MONUMENT FFE = FINISH FLOOR ELEVATION FPL = FLORIDA POWER AND LIGHT OHU = OVERHEAD UTILITIES PKD = PK NAIL AND DISK ND = NAIL AND DISK P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK PG. = PAGE R/W = RIGHT—OF—WAY D.E. = DRAINAGE EASEMENT U.E. = UTILITY EASEMENT D.U.E. = DRAINAGE AND UTILITY EASEMENT I.E.E. = INGRESS/EGRESS EASEMENT EL = ELEVATION ALUM = ALUMINUM CBS = CONCRETE BLOCK STRUCTURE SF = SQUARE FEET p�= EXISTING ELEVATION BY DATE FIELD JK 8/15/18 CALCS. RCL, 8/14/18 DRAWN MWH 8/16/18 CHECKED L 8/17/18 FILE REF.EL BK/PG ..... f.—D 18.3131-251/71-72 ..... NE CORNER OF SECTION 15-34-39 :ALCULATED POSITION) I N89°31'14"W 80.00' J O IM L I O � J W i' Q z J Z� No Q WiU ) p IW \l 0 v — — —, 20' DIRT C —7 --- W = CURB INLET ❑ = CATCH BASIN Q = FND IRC 3335 = LAMP POST O = AT&T PEDESTAL `Dj = WOOD POWER POLE qL = CONCRETE POWER POLE (— = GUY WIRE CONG = CONCRETE WPP = WOOD POWER POLE = FIRE HYDRANT D4 = WATER VALVE pd = SANITARY VALVE TOB = TOP OF BANK ORB = OFFICIAL RECORD BOOK PG = PAGE MIN. = MINIMUM AC. = ACRES Q = EXISTING WELL © = PROPANE TANK © = SANITARY CLEANOUT QS = PROPOSED SEPTIC TANK IP = 1/2" IRON PIPE IR = #5 IRON ROD IRC = #5 IRON ROD AND CAP —0— = 6' WOOD FENCE —x— = 4' WIRE FENCE —0— = 4' CHAIN LINK FENCE —W— = PROPOSED WATER SERVICE NAVD = NORTH AMERICAN VERTICAL DATUM OF 1988 FPFWMD = FORT PIERCE FARMS WATER MANAGEMENT DISTRICT N LAVENTURE & ASSOCIATES, INC. W E PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX Ld _ J Z 2 W N QnN Z O V) Ld ry SCALE: 1 "=50' JOB No. 18.3131 SHEET 1 OF 1 VTLM4i9 ITE n RECEI JED DEC 0 1 i819 GMHnlwe!Tllsblog CERT DWIGHT M RHONDA DESC THE WEST 390.50 FEET AND THE SOUTH 60.00 FEET OF THE NORTH 1/2 OF THE SOUTH 1/2 OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, LESS AND EXCEPTING ALL EXISTING RIGHTS OF WAY THEREOVER FOR PUBLIC ROADS AND DRAINAGE CANAL PURPOSES. SAID LAND CONTAINS 4,18 ACRES, MORE OR LESS, ' v SURVEY NOTES: 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR. 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK WAS AUGUST 15, 2018. 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5, BEARINGS SHOWN HEREON ARE BASED ON THE WEST R/W LINE OF FORT PIERCE FARMS WATER MANAGEMENT DISTRICT CANAL NO. 6, BEARING S00°37'49"W, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER DEED, UNLESS OTHERWISE NOTED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. PROPERTY LIES IN FLOOD ZONE "X", PER MAP 12111CO070 J, DATED 2-16-12. 9. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT—OF—WAYS APPEARING IN THE PUBLIC RECORDS. 10. ALL ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988). / / BY: t`( / /if RICHARD C. LAVENT DATE FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 ARE GREATER THAN 75' FROM SUBJECT PROPERTY. TI.CH. 1( Rl 25 GRAPHICI SCALE ( IN"ET ) 1 inch = 150 ft. BOUNDARY SURVEY PREPARED FOR DWIGHT he RHONDA GOODN 1 R —REVISIONS — I BY DATE MOVE SEPTIC SYSTEM TO NORTH SIDE OF PROPOSED MWH 8/24/18 ADD PROPOSED MINIMUM FINISHED FLOOR ,RESIDENCE E L E V AlION J.O. M 11/9/18 LEGENU A = CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT (D) = DEED FIND = FOUND POC = POINT OF COMMENCEMENT ` POE = POINT OF BEGINNING CM = CONCRETE MONUMENT -; FIFE = FINISH 'FLOOR ELEVATION = FPL = FLORIDA POWER AIID LIGHT CHU = OVERHEAD UTILITIES PKD = PK NAIL AND DISK NO = NAIL AND DISK P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK PG. = PAGE R/W = RIGHT-OF-WAY D.E. = DRAINAGE EASEMENT U.E. = UTILITY EASEMENT D.U.E. = DRAINAGE AND UTILITY EASEMENT I.E.E. = INGRESS/EGRESS EASEMENT EL = ELEVATION ALUM = ALUMINUM CBS = CONCRETE BLOCK STRUCTURE SF = SQUARE FEET 'y0�= EXISTING ELEVATION BY DATE N FIELD JK 8/15/18 CALCS. RCL 8/14/18 DRAWN M.W.H. 8/16/18 1 W = CHECKED RCL 8/17/18 FILE REF. FIELD BK/PG 18 .3131 18-251/71-72 B 705E NE CORNER OF J ' SECTION 15-34-39 CALCULATED POSITION) N89°31'14"W 80.00' —+ 0 O z —, 20' DIRT DRh —7 �--- ifil = CURB INLET ❑ = CATCH BASIN Q = FND IRC 3335 > = LAMP POST QQ = AT&T PEDESTAL `O_+ = WOOD POWER POLE 9D. = CONCRETE POWER POLE (— - GUY WIRE CONC - CONCRETE WPP - WOOD POWER POLE - FIRE HYDRANT D4 - WATER VALVE sv M = SANITARY VALVE TOB = TOP OF BANK ORB - OFFICIAL RECORD BOOK PG = PAGE MIN. - MINIMUM AC. - ACRES B = EXISTING WELL - PROPANE TANK © = SANITARY CLEANOUT (S) = PROPOSED SEPTIC TANK IP = 1/2" IRON PIPE IR = #5 IRON ROD IRC = #5 IRON ROD AND CAP —0— = 6' WOOD FENCE —x— = 4' WIRE FENCE —o— = 4' CHAIN LINK FENCE —W— = PROPOSED WATER SERVICE NAVD = NORTH AMERICAN VERTICAL DATUM OF 1988 FPFWMD = FORT PIERCE FARMS WATER MANAGEMENT DISTRICT LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 (772) 398-6430 PHONE (772) 398-6426 FAX W Z Ld Q z O U) 0' Ld DATE: 8-16-18 SCALE: 1 "=50' JOB No. 18.3131 SHEET 1 OF 1 .DESIGN CRITERIA 1. CODES: 2014 FLORIDA BUILDING CODE, BUILDING 2014 FLORIDA BUILDING CODE, RESIDENTIAL 2. DESIGN SUPERIMPOSED DEAD LOADS: ROOF 30 PSF FLOOR 25 PSF DESIGN LIVE LOADS: ROOF 20 PSF ROOF (UNINHABITABLE ATTIC WITHOUT STORAGE) 10 PSF ROOF (UNINHABITABLE ATTIC WITH STORAGE) 20 PSF FLOOR 40 PSF 3. ULTIMATE DESIGN WIND SPEED, Vulf: 160 MPH (3 SECOND GUST) NOMINAL DESIGN WIND SPEED, Vasd: 124 MPH 13 SECOND GUST) RISK CATEGORY: II WIND EXPOSURE CATEGORY: C MEAN ROOF HEIGHT, H: 15.0 FT ROOF PITCH: 5:12 INTERNAL PRESSURE COEFFICIENT: GCpi=+/-0.18 ASSUMPTIONS: A). BUILDING IS ASSUMED TO BE ENCLOSED AS DEFINED BY SECTION 1606.1.5 FBC B). ALL COMPONENTS AND CLADDING SUBJECTTO WIND LOADINGS, I.E. DOORS, WINDOWS, JAMBS, ROOFING, ETC., SHALL BE DESIGNED AND FASTENED TO RESIST DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING, AS SHOWN ON THE PLANS. C). ALL PRE-MANUFACTURERED MAIN WIND FORCE RESISTING COMPONENTS, I.E. TRUSSES, SHALL BE DESIGNED TO RESIST MAIN WIND FORCE, RESISTING DESIGN FORCES, AS SPECIFIED ON THE PLANS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS. D). ALL GLAZING IS TO HAVE EITHER IMPACT RESISTANT GLAZING OR BE PROTECTED WITH AN IMPACT RESISTANT COVERING. 1. GLAZED OPENINGS LOCATED WITHIN 30 FT. OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST. 2. GLAZED OPENINGS LOCATED MORE THAN 30 FT. ABOVE GRADE SHALL MEET THE REQUIREMENTS OF THE SMALL IMPACT TEST. E). OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION SPECIFICATIONS AND INSPECTIONS REQUIRED TO COMPLY WITH MANUFACTURER'S RECOMMENDATION FOR THE INSTALLATION OF COMPONENTS AND CLADDING FOR HURRICANE PRONE REGIONS. 4. SEISMIC ZONE: 0 S. FLOOD DESIGN DATA: REFER TO THE SURVEY. 6. GEOTECHNICAL REPORT ASSUMED ALLOWABLE SOIL BEARING CAPACITY 2,500 PSF. IF CONDITIONS DO NOT ALLOW THIS BEARING CAPACITY, THE CONTRACTOR IS TO ADVISE THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION GENERAL NOTES I. REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE OWNER AND THE GENERAL CONTRACTOR PRIOR TO PROCEEDING WITH WORK. 2. THE MASONRY WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT IS THE " CONTRACTOR'S RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION. 4. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER. 5. COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS (I.E. MECHANICAL, ELECTRICAL, PLUMBING,DUCTWORK, ETC.). 6. ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN. 7. THE INTENTION OF THE PUNS AND SPECIFICATIONS G TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC INFORMATION IS MISSING OR IS IN CONFLICT, THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE GENERAL CONTRACTOR. B. THE GENERAL CONTRACTOR SHALL NOT BE RESPONSIBLE FOR LAYOUT, DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM THE REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION AND SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR ANY PART _ IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUB -CONTRACTORS FROM THEIR RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE. 9. REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER: ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO GENERAL CONTRACTOR FOR REVIEW. NON-COMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL. SHALLOW FOUNDATIONS 1. SOIL TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT SPECIFICATIONS. 2. CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS UNLESS OTHERWISE SHOWN ON PLANS. MAXIMUM MISPLACEMENT OR ECCENTRICITY - T. TOLERANCE FOR MIS -LOCATION OF COLUMN DOWELS OR ANCHOR BOLTS TO BE PER ACI OR ALSC STANDARDS. 3. HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED. 4. COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR INTERFERENCE. INDIVIDUAL FOOTINGS CAN BE LOWERED WITH THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE DRAWINGS. a S. EXCAVATING UNDER OR NEAR IN -PLACE FOOTINGSPOUNDATIONS WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/ FOUNDATIONS WILL NOT BE PERMITTED. 6. REINFORCING SHALL BE SUPPORTED ON PRECUTS CONCRETE PADS. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING - COLUMN DOWELS AND ANCHOR BOLTS. REINFORCED CONCRETE t---- . - ,. -. _ -. REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318-LATEST EDITION. 2. PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE PLACED OR FRACTION THEREOF. 3. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SPREAD AND WALL FOOTINGS 3,000 PSI COLUMNS AND WALLS 5,OD0 PSI BEAMS AND SLABS 5,000 PSI ALL OTHER CONCRETE 5,OD0 PSI 4. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. 5. USE REGULAR WEIGHT CONCRETE. 6. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE FOLLOWING SLUMPS & AGGREGATE REQUIREMENTS: LOCATION SLUMP MAX. AGGREGATE FOOTINGS 4tl" ASTM #57 COLUMNS SYI" ASTM #57 BEAMS AND. SLABS 5`t1" ASTM#57 7. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE: A). 3,000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO 0.58 MAXIMUM (NON -AIR ENTRAINED), 0.47 MAXIMUM (AIR ENTRAINED). . B). 5,000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO0.40 MAXIMUM (NON -AIR ENTRAINED), 0.35 MAXIMUM (AIR ENTRAINED) 8. FLYASH,WHEN USED, SHALL BE LIMITED TO 20% OF THE CEMENTITIOUS MATERIAL. DO NOT USE FOR EXPOSED SLABS. 9. SUBMIT COPIES OF CONCRETE MIX DESIGN TO CONTRACTOR FOR APPROVAL INFORMATION SHALL INCLUDE: A). INTENDED USAGE AND LOCATION FOR EACH TYPE B). MIX DESIGN FOR EACH TYPE C). CEMENT CONTENT IN POUNDS/CUBIC YARD D). COARSE AND FINE AGGREGATE IN POUNDS/CUBIC YARD E). WATER CEMENT RATIO BY WEIGHT F). CEMENT TYPE AND MANUFACTURER G). SLUMP RANGE H). AIR CONTENT 1). ADMIXTURE TYPE AND MANUFACTURER J). PERCENT ADMIXTURE BY WEIGHT K). STRENGTH TEST DATA REQUIRED T O ESTABLISH MIX DESIGN Q Q. COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REINFORCING STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR. 10. ALL REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF CONCRETE. R 17. THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE PERMITTED. 12. ALL PUMPED CONCRETE WITH #57 AGGREGATE IS TO CONTAIN A HIGH RANGE WATER REDUCING AGENT. MINIMUM SIZE OF DISCHARGE TO BE 4" I.D. WITH E 13. A 2" I.D. DISCHARGE MAY BE USED I H #8 AGGREGATE. USE PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE. 14. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318 AND ACI DETAILING MANUAL, ACI-315LATEST EDITION. 15. REINFORCEMENT WITH RUST, MILL SCALE OR A COMBINATION OF BOTH SHALL BE CONSIDERED SATISFACTORY, - PROVIDED THE MINIMUM DIMENSIONS (INCLUDING HEIGHT OF DEFORMATIONS) AND WEIGHT OF A HAND -WIRE -BRUSHED TEST SPECIMEN ARE NOT LESS THAN APPLICABLE SPECIFICATION REQUIREMENTS IN THE ASTM STANDARDS REFERENCE IN ACI 318. 16. ALL SLABS ON GRADE SHALL REINFORCED WITH SYNTHETIC FIBER. FIBER LENGTHS SHALL BE 1/7, TO 71. AMOUNTS SHALL BE 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. 17. LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE SCHEDULE OR MIN 40 BAR DIA. LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT. TOP STEEL AT MIDSPAN UNLESS OTHERWISE SPECIFIED. 18. TERMINATE ALL DISCONTINUOUS TOP BARS WITH STANDARD 90° HOOK (PLACED VERTICALLY) UNLESS OTHERWISE NOTED. 19. PROVIDE THE FOLLOWING CONCRETE COVERAGE OVER REINFORCING: FOOTINGS / GRADE BEAMS: BOTTOM AND UNFORMED EDGES DIRECT CONTACT WITH SOIL 3'CLR WITH VAPOR BARRIER 7' CLR BEAMS & COLUMNS: INTERIOR 1-1/I' CLR _ EXTERIOR 7' CLR SLABS: INTERIOR 3/4" CLR EXTERIOR 1-1 /2" CLR CONC. WALLS: AS NOTED BUT NO LESS THAN 1-1 /2" CLR 20. SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS INDIVIDUALLY. CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO CONTRACTOR FOR REVIEW PRIOR TO CASTING CONCRETE 21. NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. 22. AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS & STRIP FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY UNLESS NOTED OTHERWISE AS HORIZONTAL STEEL. 23. ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. 24. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVIDING THE CONSTRUCTION OF ALL FORMWORK IN ACCORDANCE WITH ACI 347. 25. PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM y FREE FALL DROP OF CONCREFE TO C-0" FOR #57 AGGREGATE AND 8'-G' FOR #8 AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING PLACEMENT. 26. FOOTING SIZES SHOWN ARE FOR FOOTINGS CONSTRUCTED WITH SIDE FORMS. IF SOIL MATERIAL CAN HOLD A VERTICAL SHAPE, IT CAN BE USED AS AN EARTH FORM PROVIDED FOOTING WIDTH IS INCREASED 1" IN EACH ' HORIZONTAL DIRECTION. ALL SLOUGHED MATERIAL SHALL BE REMOVED FROM EXCAVATION BEFORE AND DURING PLACEMENT OF CONCRETE. 27. PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI 318, SECTION 6.3. 28. CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE AND LOCATED TO LEAST IMPAIR THE I STRENGTH OF THE STRUCTURE. DRILL -IN BO SCREWS Rf,4 AND DOWELS 1. WEDG BOLTS SHALL SHALL BE ITW RAMSEF/REDHEAD BOLTS OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT EXISTING REINFORCING TO INSTALL. 2. MASONRY AND CONCRETE SCREWS SHALL BE MANUFACTURED BY RAMSET/REDHEAD 'TAPCONS" OR APPROVED EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 3. ANCHORING ADHESIVE SHALL BE A TWO -COMPONENT SOLID EPDXY -BASED DISPENSED THROUGH A STATIC -MIXING NOZZLE SUPPLIED BY THE MANUFACTURER. SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD SIDE -BY -SIDE CARTRIDGE AND EPDXY SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM C-881 SPECIFICATION FOR TYPE I, II, IV AND V, GRADE 3, CLASS B AND C AND MUST DEVELOP A MINIMUM 10,560 PSI COMPRESSIVE YIELD STRENGTH AFTER 7-DAY CURE. 4. GROUTED ANCHORS SHALL BE SIMPSON EPDXY -TIE ADHESIVE SYSTEM OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. DRILL -IN REBAR DOWELS AND THREADED ROD ANCHORS (A307) SHALL BE SET USING A TWO-PART EPDXY AS DESCRIBED ABOVE. PRECAST CONCRETE 1. MANUFACTURE SHALL HAVE BEEN ENGAGED IN THE DESIGN AND PRODUCTION OF PRECAST PRESTRESSED COMPONENTS FOR AT LEAST FIVE (5) YEARS. 2. WHERE CONCRETE TOPPING IS SHOWN, PRECAST MEMBERS SHALL BE DESIGNED BY THE MANUFACTURER FOR COMPOSITE ACTION TO SUPPORT SUPERIMPOSED LIVE LOADS AS GIVEN IN THE NOTES PLUS ALL DEAD LOADS AND THE WEIGHT OF PRECAST AND TOPPING. SEE PLAN FOR ANY CONCENTRATED LOADS. 3. MANUFACTURER SHALL DESIGN PRECAST MEMBERS WHERE TOPPING IS LESS THAN 7' THICK FOR COMPOSITE ACTION IF APPLICABLE. 4. PLANT OR ORGANIZATION AND ALL MANUFACTURING PROCEDURES SHALL COMPLY WITH PCI MANUAL FOR QUALITY CONTROL. 5. CONCRETE: 5000 PSI AT 28 DAYS. BATCH PLANT AND MIXING EQUIPMENT SHALL BE AT LEAST EQUAL TO THAT SPECIFIED BY ASTM C94, SPECIFICATION FOR READY MIX CONCRETE. 6. CODES AND STANDARDS: ACI 318 BUILDING CODE REQ'S FOR REINFORCED CONCRETE ASTM A416 STRESS -RELIEVED STRAND FOR PRESTRESSED CONCRETE ASTM C33 CONCRETE AGGREGATES ASTM CT50 PORTLAND CEMENT ASTM C330 LIGHTWEIGHT AGGREGATES FOR STRUCTURAL CONCRETE 7. MANUFACTURER SHALL MAINTAIN RECORDS OF CONCRETE COMPRESSIVE TESTS OF SPECIMENS REPRESENTATIVE OF THE WORK. AT LEAST THREE (3) CYLINDERS SHALL BE MADE FOR EACH DAY'S PRODUCTION AND TESTED AT 28 DAYS. 8. MANUFACTURER SHALL CONFORM TO REQUIREMENTS DEFINED IN PRE -STRESSED CONCRETE INSTITUTE'S MANUAL I I V'MANUAL FOR QUALITY CONTROL FOR PLANTS AND PRODUCTION OF PRECAST, PRE -STRESSED CONCRETE PRODUCTS". 9. MANUFACTURER TO FURNISH CERTIFICATION THAT PRE -STRESS STRAND COMPLIES WITH SPECIFICATIONS WHEN REQUIRED. . 10. MANUFACTURER SHALL NOTIFY ARCHITECTS AND GENERAL CONTRACTOR IN WRITING PRIOR TO CONSTRUCTION WHEN DESIGN PLANK CAMBER IS EXPECTED TO EXCEED THE PCI SAFE LOAD CAMBER TABLE VALUES. 11. CONCRETE MATERIALS: A). PORTLANDCEMENTTYPE- ASTMCISO. 1). AGGREGATES - ASTM C 330 OR C33. C). CONCRETE SHALL BE ZERO (0) SLUMP. 12. FINE OR OUT: A)• ONE PART PORTLAND CEMENT B). THREE PARTS SAND Cl6" SLUMP 13. THOROUGHLY CLEAN THEN GROUT ALL KEYWAYS. 14. CONCRETE TOPPING: A). 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS 9). 7' MINIMUM THICKNESS (WHEN DESIGNED FOR COMPOSITE ACTION, CONFIRM WITH MANUFACTURER). C). FIBERMESH TO BE USED FOR TOPPING. 15. PRECAST SLAB SHALL BE PROPERLY CLEANED AND WETTED PRIOR TO TOPPING APPLICATION. 16. VERIFY THE EXACT SIZE AND LOCATION OF ALL FLOOR OPENINGS FOR MECHANICAL EQUIPMENT WIT WITH MECHANICAL CONTRACTOR PRIOR TO THE FABRICATION OF MATERIALS. 17. NO OPENINGS MAY BE CUT OR DRILLED THROUGH THE PRECAST MEMBERS WITHOUT PRIOR APPROVAL FROM THE MANUFACTURER. 18. OPENINGS REQUIRING SUPPLEMENTARY STEEL HANGERS SHALL BE PROVIDED BY THE MANUFACTURER. 19. ALL INSERTS, BRACES, STRONGBACKS, AND OTHER ACCESSORIES SHALL BE INSTALLED BY THE MANUFACTURER IN ACCORDANCE WITH RICHMOND BULLETIN NO.8 "PRODUCTS FOR PRECAST/PRE-STRESSED CONCRETE CONSTRUCTION'. ALSO PROVIDE ANY SPECIAL REINFORCING TO PREVENT FLEXURAL CRACKS DURING SHIPPING AND INSTALLATION. 20. PRE -STRESSED CONCRETE SLABS SHALL BE FREE OF HONEYCOMBING AND CHAMFERS SHALL BE UNIFORM IN SIZE. UPON COMPLETION OF ERECTION, ERECTOR SHALL REPAIR CHIPPED MEMBERS. 21. PRE -STRESSED CONCRETE UNITS SHALL BE ERECTED INTO FINAL POSITION UNDER THE SUPERVISION OF AN EMPLOYEE OF THE MANUFACTURER, OR COMPETENT ERECTOR. 22. PRE.STRESSED CONCRETE UNITS SHALL BE ALIGNED AND LEVELED PRIOR TO GROiiMNG KEYWAY JOINTS. 23. ANY GAPS BETWEEN PLANK AND STRUCTURE ABOVE AND BELOW CREATED BY CAMBER OR UNEVEN SURFACES ARE TO BE PACKED SOLID WITH GROUT. 24. PRE -STRESSED CONCRETE UNITS BEARING REQUIREMENTS: 3-1/2' FULL BEARING, 1-1 /2" SIDE BEARING, UNLESS DETAILED OTHERWISE ON THE DRAWINGS. 25. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO ENSURE A MINIMUM OF 36 HOURS OF CONCRETE CURING OF ALL LINTELS AND BEAMS PRIOR TO ERECTION OF HOLLOW CORE SLABS. 26. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR: A), PROVIDING TRUE AND LEVEL BEARING SURFACES ON ALL FIELD PLACED BEARING WALLS AND OTHER FIELD PLACED SUPPORTING MEMBERS. 9). ALL PIPES, STACKS, CONDUIT, AND OTHER SUCH ITEMS SHALL BE STUBBED OF AT A LEV€L LOWER THAN THE BEARING PLANE OF THE PRE -STRESSED CONCRETE SLABS, UNTIL AFTER THE SLABS ARE SET IN PLACE. 27. SUBMITTALS: A). SdRMIT SHOP DRAWINGS OF PRECAST CONCRETE COMPONENTS: ERECTION PLAN; PONNECTION DETAILS, DESIGN LOADS, AND ALL OPENINGS. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A LICENSED FLORIDA ENGINEER. B). DESIGN CALCULATIONS SHALL BE SUBMITTED WITH SHOP DRAWINGS SEALED BY A REGISTERED ENGINEER. C). CERTIFICATION LETTER FOR PCI COMPLIANCE SHALL BE SUBMITTED WITH THE SHOP DRAWINGS. SUBMITTED SHOP DRAWINGS MUST BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR. MASONRY 1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACl/ASCE 530-02) AND '5PECIFICATIONS FOR MASONRY STRUCTURES" (ACl/ASCE 530.1-02) EXCEPT AS AMENDED BELOW. 2. CONTRACTOR SHALL OBTAIN COPY OF MASONRY CODE AND SPECIFICATIONS FOR REFERENCE AT THE JOBSITE. 3. STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. ALL MASONRY UNITS SHALL BE LAID PRIOR TO CONCRETE PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME STORY. 4. USE TYPE "M" MORTAR FOR ABOVE GRADE APPLICATIONS AND TYPE "S" MORTAR FOR BELOW GRADE APPLICATIONS. MORTAR SHALL CONFORM TO ASTM C270 (PROPORTION OR PROPERTY SPECIFICATION), 5. MASONRY UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE 11. MINIMUM NET COMPRESSIVE UNIT STRENGTH OF 2,000 PSI TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (Fm') OFF1,500 PSI. 6. COARSE GROUT SHALL CONFORM TO ASTM C476r A). 2,500 PSI AT 28 DAYS B). 1 /4" MAXIMUM AGGREGATE SIZE C). 8"TOII"SLUMP ` ' 7. A REINFORCED CONCRETE TIE BEAM OR MASONRY TIE BEAM SHALL BE PROVIDED IN ALL WALLS SHOWN ON THE STRUCTURAL DRAWINGS AT EACH FLOOR AND THE ROOF. USE GALVANIZED MESH TYPE CELL CAPS. PROVIDE CORNER BARS AT ALL BEAM CORNERS O TO MATCH HORIZONTAL BARS. S. UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE EITHER: A). 8'k16" CONCRETE TIE BEAM REINFORCED WITH (2) #5 TOP AND BOTTOM AND 03 STIRRUPS ® 18" O.C. B). (2) COURSES 8" MASONRY U-BLOCK, REINFORCED WITH #5 EA COURSE, FULLY GROUTED. 9. VERTICAL REINFORCING FOR FILLED CELLS SHALL CONFORM TO ASTM 615. 10. PROVIDE VERTICAL REINFORCEMENT IN GROUT FILLED CELLS: A). AS SHOWN ON THE DRAWINGS B). MAXIMUM 37' O.C. C). AT ALL CORNERS AND INTERSECTIONS D). AT ANCHORAGE OF CONNECTIONS OR BEARING OF BEAMS 11. REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER. LAP VERTICAL REINFORCEMENT ABOVE GRADE BEAM AND ABOVE EACH FLOOR UNLESS NOTED OTHERWISE. 12. PROVIDE FULL MORTAR BEDDING AROUND ALL FILLED CELLS WITH VERTICAL REINFORCING. 13. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. 14. PROVIDE HORIZONTAL WALL REINFORCEMENT 9 GA. LADDER TYPE (DUR-O-WALL OR EQUAL) IN BED JOINTS AT 16" O.C. MEASURED VERTICALLY. 15. JOINT REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE. 16. AT INTERSECTING WALLS FIFTY PERCENT OF THE MASONRY SHALL BE LAID IN OVERLAPPING MASONRY BONDING PATTERN. 17. REFER TO TYPICAL WALL SECTIONS FOR MAXIMUM CONSTRUCTION HEIGHT OF MASONRY WALLS. PROVIDE CLEAN -OUT HOLES AT BASE OF FILLED CELL WHEN THE CONCRETE POUR EXCEEDS 5 FEET IN HEIGHT. 18. GROUT FOR FILLED CELLS SHALL BE VIBRATED DURING PLACEMENT USING A'PENCIL' TYPE VIBRATOR. 19. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF BAR AND AT V-0" O.C. MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2' FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER OR 1". CENTER BARS IN WALLS UNLESS NOTED OTHERWISE. 20. ALL REINFORCED CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN MATERIAL OR DEBRIS. WOOD 1.AALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO ArfC "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" MANUAL, EDITION, AND THE "NATIONAL DESIGN SPECIFICATIONS" FOR WOOD CONSTRUCTION, 1991 EDITION, AND FLORIDA BUILDING CODE, CHAPTER 23. 2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 3. DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 4. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 5. ALL METAL WOOD CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUAL AND SHALL BE GALVANIZED STEEL. 6. ALL LUMBER SHALL BE SOUTHERN PINE NO.2 GRADE OR BETTER: WITH 19% MAXIMUM MOISTURE CONTENT, UNLESS NOTED ON THE PLANS. 7. SHEATHING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE I, SPAN RATED AS PER THE RAFTER OR TRUSS SPACING. 8. PNEUMATIC NAILING DEVICES SHALL BE CALIBRATED TO AVOID COUNTER SINKING NAILS INTO EXTERIOR WALL AND ROOF SHEATHING. 9. UNLESS NOTED OTHERWISE, HEADER BEAMS ARE TO BE PROVIDED IN ACCORDANCE WITH SECTION 2308.3 OF THE FLORIDA BUILDING CODE. 10. FRAMING MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH SECTION 2306 OF THE FLORIDA BUILDING CODE, EXCEPT WHERE FASTENING SCHEDULES ARE MORE STRINGENT IN THESE PLANS. 11. PROVIDE ADDITIONAL UPLIFT CONNECTORS TO RESIST UPLIFT LOADS IN ACCORDANCE WITH CONNECTORS SPECIFIED ON PLAN OR ON DETAILS. WOOD TRUSSES I. THIS SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF TRUSSES AS "WOOD TRUSSES". 2. DESIGN OF METAL CONNECTED ROOF TRUSSES TO COMPLY WITH: A). APPLICABLE BUILDING CODE (SEE NOTE DESIGN CRITERIA NOTE-1). B). NFPA'S "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADED LUMBER AND ITS FASTENINGS:' C). TRUSS PLATE INSTITUTES "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED ROOF TRUSSES:' 3. WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" 1986 EDITION, PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION, "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI-85", PUBLISHED BY THE TRUSS PLATE INSTITUTE, AND THE APPLICABLE BUILDING CODE LISTED IN THE MISCELLANEOUS SECTION OF THESE SPECIFICATIONS. 4. SIGNED AND SEALED SHOP DRAWINGS SHOWING TRUSS CONFIGURATION WITH MEMBER SIZES AND CONNECTIONS, TRUSS LAYOUT WITH PIECE MARKS, REQUIRED TRUSS TO TRUSS CONNECTIONS, DESIGN LOADS, DURATION FACTORS AND ERECTION DETAILS MUST BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. IF REQ., SUBMIT COPIES TO THE BUILDING DEPARTMENT AT TIME OF PERMITTING. S. WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL LOADS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING: LIVE, DEAD, WIND, AND CONCENTRATED. SEE STRUCTURAL DESIGN CRITERIA SECTION FOR LIVE LOADS. 6. MINIMUM DURATION OF LOAD FACTORS ROOF DL+LL+WL 1.33 ROOF DL+LL 1.25 7. NO WANE, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR F WEB MEMBERS. PLATES SHALL SCARFED AREA O L BE CONNECTED WITH ONE REQUIRED EACH SIDE OF TRUSS. 8. HANDLING, ERECTION AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH "HANDLING AND ERECTING WOOD TRUSSES" (HIB-91) AND "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" BY THE TRUSS PLATE INSTITUTE, LATEST EDITIONS. 9. DEFLECTION LIMITATIONS: (UNLESS NOTED OTHERWISE) ROOF LIVE LOAD = L/360 ROOF TOTAL LOAD = L/240 10. SUPPORTS: WOOD TRUSSES SHALL BE DESIGNED WITH AT LEAST ON HORIZONTAL ROLLER CONNECTION PER SPAN SO THAT NO HORIZONTAL REACTIONS ARE INDUCED ON SUPPORTS UNDER DEAD OR LIVE LOADS, 11. WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING INFORMATION: A). SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF THE WOOD TRUSSES. B). ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST BE CONSIDERED. C). ADJUSTMENT TO ALLOWABLE VALUES (DURATION OF LOAD FACTORS, ETC.). D). REACTIVE FORCES AND THEIR LOCATIONS. E), BEARING TYPE AND MINIMUM BEARING LENGTH, F). DEFLECTIONS, SPAN AND REACTION. G). METAL CONNECTOR PLATE TYPE, GAUGE, SIZE AND LOCATION. H). LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT. 1). LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING. J). TRUSS SPLICES MUST BE DETAILED. THIS INCLUDES "PIGGY BACK" TRUSSES. K). CONNECTION DETAILS: TRUSS TO TRUSS, TRUSS TO TRUSS GIRDER, PIGGY BACK TO TRUSS, ETC. Q. BRACING: NOTE MINIMUM REQUIREMENTS WT-12, 12. CONTINUOUS BOTTOM CHORD LATERAL BRACINQ IS REQUIRED AT A MINIMUM SPACING OF IY O.C. UNLESS NOTED OTHERWISE, BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING f6 OTHER END. OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2X4 GRADE MARKED LUMBER AT LEAST I0' LONG, WITH SIMPSON H2.5 AT EACH TRUSS. 13. TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION. 14. ALL METAL WOOD CONNECTORS EXPOSED TO MARINE AIR ENVIRONMENT SHALL BE STAINLESS STEEL TYPE 316. ALL OTHER CONNECTORS IN CONTACT WITH TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TYPE 316 MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUAL. 15. ALL CONNECTION HARDWARE IS TO BE FULLY FASTENED PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE. GENERAL ELECTRICAL NOTES: 1, ALL WORK OF THIS SECTION SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL APPLICA,®LE STATE AND LOCAL CODES AND ORDINANCES. ALL WORK SHALL BE SUBJECT TO INSPECTION BY LOCAL AND CITY INSPECTORS AND MUST MEET WITH THEIR APPROVAL. 2. THE ELECTRICAL CONTRACTOR SHALL APPLY FOR ALL PERMITS AND INSPECTIONS. PROVIDE THE OWNER WITH CERTIFICATE OF INSPECTIONS. 3. THE ELECTRICAL CONTRACTOR SHALL VERIFY WITH THE UTILITY COMPANY OF ALL SERVICES ENTERING THE BUILDING. 4. UNLESS OTHERWISE NOTED, THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, APPARATUS, TOOLS, STORAGE, AND ALL OTHER ITEMS OR WORK NECESSARY OR REQUIRED TO INSTALL AND COMPLETE THE ELECTRICAL WORK SHOWN ON THE DRAWINGS AND SPECIFIED. S. PROVIDE TEMPORARY LIGHTING AND POWER AS REQUIRED. 6. THE ELECTRICAL CONTRACTOR SHALL BEFORE SUBMITTING HIS PROPOSAL FOR WORK, VISIT THE SITE AND/OR PREMISES AND OBTAIN ALL INFORMATION THAT WILL AFFECT HIS BID. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR CONFORMING TO THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. 7. THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IN WRITING PRIOR TO HIS BID OF ANY DISCREPANCIES SHOWN ON THE DRAWINGS THAT DO NOT REFLECT ACTUAL FIELD CONDITIONS. 8. SCOPE OF WORK: FURNISH ALL LABOR, MATERIALS AND APPLIANCES IN ORDER TO PRODUCE A COMPLETE ELECTRICAL SYSTEM. CONTRACT SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING PRINCIPLE ITEMS OF WORK: A). PROVIDE NEW 200 AMP SERVICE. 8). ELECTRICAL MAIN AND BRANCH PANELS AS REQUIRED. C). WORK IN CONNECTION WITH OTHER TRADES. D). INSTALLATION OF LIGHT FIXTURES AND LAMPS. E). DEVICES AND PLATES. F). TEMPORARY LIGHTING AND POWER. G1. TAGGING OF FEEDERS. 9. THE ELECTRICAL CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AND INSTALL SERVICE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. INCLUDE ANY UTILITY COMPANY COST ASSOCIATED WITH THE INSTALLATION. 10. ALL WIRING SHALL BE COPPER, TYPE AC (ARMORED CABLE) OR NM (NON-MErALUC CABLE). OUTLET BOXES SHALL BE OF TYPE AND SIZE FOR LOCATION AND USE INTENDED. 11. COORDINATE CONTROL AND POWER WIRING REQUIREMENTS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. 12, WIRING DEVICES: - SINGLE POLE SWITCH SLATER#2270-WH - 3WAYSWITCH : SLATER#2273-WH 4WAYSWITCH SLATER#2274-WH - DIMMER LUTRON SKYLARK S-103P - DIMMER (FLUORESCENT) LUTRON SKYLARK SF-103P - DUPLEX RECEPTACLE SLATER #6252 AC WH - GFI SLATER #6252 GFI WH - SMOKE DETECTOR SQUARED' EDG 55 (HARDWIRED & INTERCONNECTED) - EXHAUST FAN BROAN OR EQUAL 13. DEVICES AND PLATES SHALL BE OF COLOR AS SELECTED BY THE OWNER. 14. WHERE OUTLETS ARE SHOWN TO BE CONTROLLED BY SWITCHES, CONNECT SWITCH TO TOP LEG OF OUTLET ONLY. 15. THE ELECTRICAL CONTRACTOR SHALL REVIEW OUTLET AND SWITCH LOCATIONS WITH THE OWNER IN HELD PRIOR TO INSTALLATION. 16. SMOKE DETECTORS AND CARBON MONOXIDE. DETECTORS TO BE HARD WIRED AND INTERCONNECTED. INSTALL SMOKE DETECTOR IN EACH BEDROOM. INSTALL A COMBINATION SMOKE/CARBON MONOXIDE DETECTOR IN THE HALL. 17. PROVIDE AND INSTALL DOOR CHIME AS SELECTED BY THE OWNER. 18. LIGHTING FIXTURE SCHEDULE: ALL LIGHTING FIXTURES SHALL BE FURNISHED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR. GENERAL PLUMBING NOTES: 1. ALL WORK ON THIS SECTION SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL STANDARD PLUMBING CODE AS ADOPTED AND AMENDED BY THE FLORIDA UNIFORM CONSTRUCTION CODE, OSHA ASHRAE, ASME, ROCA, NFPA AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. ALL WORK SHALL BE SUBJECT TO INSPECTION BY LOCAL AND COUNTY INSPECTORS AND MUST MEET THEIR APPROVAL. 2. THE PLUMBING CONTRACTOR SHALL APPLY FOR ALL PERMITS AND INSPECTIONS. PROVIDE OWNER WITH CERTIFICATES OF INSPECTIONS. 3. THE PLUMBING CONTRACTOR SHALL VERIFY WITH THE UTILITY COMPANY OF ALL SERVICES ENTERING THE BUILDING. 4. UNLESS OTHERWISE NOTED, THE PLUMBING CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, APPARATUS, TOOLS, STORAGE, AND ALL OTHER ITEMS OF WORK NECESSARY OR REQUIRED TO INSTALL AND COMPLETE THE PLUMBING WORK SHOWN ON THE DRAWING AND SPECIFIED. 5. THE PLUMBING CONTRACTOR SHALL BEFORE SUBMITTING HIS PROPOSAL FOR THE WORK VISIT THE SITE AND/OR PREMISES AND OBTAIN ALL INFORMATION THAT WILL AFFECT HIS BID. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR CONFORMING TO THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. 6. THE PLUMBING CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IN WRITING PRIOR TO HIS BID OF ANY DISCREPANCIES SHOWN ON THE DRAWINGS THAT DO NOT REFLECT ACTUAL FIELD CONDITIONS. 7. ALL WATER SUPPLY LINES TO BE PEX TUBING INSIDE STRUCTURE AND PVC BELOW GRADE. MAIN WATER SUPPLY TO BE A MINIMUM 3/4" AND ALL BRANCH SUPPLY LINES TO BE A MINIMUM 1/7'. MINIMUM CONNECTION SIZES: WATER CLOSET 3/8" CW 2" VENT LAVATORY/SINK 3/8"CW 3/8"HW 1-1/7'VENT BATH/SHOWER 1/2"CW 1/7'HW 1-1/7VENT UTIUTYSINK 1/2"CW 1/7'HW 7'VENT WASHING MACHINE 1/7' CW 1 /7' HW 7' VENT 8. ALL HOT WATER LINES, WHETHER CONCEALED OR NOT, SHALL BE INSULATED WITH J' ARMAFLEX OR EQUAL. INSULATE ALL WATER LINES PASSING THROUGH EXTERIOR WALLS, CRAWL SPACES, SOFFITS AND INACCESSIBLE SPACES. 9. ALL WASTE LINES MAY BE PVC SCHEDULE 40. PITCH WASTE LINES A MINIMUM OF 1/8" PER LINEAR FOOT. WHERE PVC IS INSTALLED IN WALLS, PROVIDE INSULATION BATHS AROUND PIPES TO REDUCE SOUND TRANSMISSION. TIE NEW PIPING INTO EXISTING WITH ADAPTERS AS REQUIRED. 10. PROVIDE SHUT OFF VALVES AT EACH FIXTURE AND SCREWSTOPS IN SHOWER FITTINGS. 11. ADEQUATELY SUPPORT, SUSPEND AND ANCHOR WATER, WASTE AND VENT PIPING SO AS TO MINIMIZE OR ELIMINATE PIPE MOVEMENT, MISALIGNMENT, OR HAMMERING. 12, INDIVIDUALLY VENT EACH FIXTURE. COLLECT VENTS AND RUN NEW VENT STACKS THROUGH THE ROOF. FLASH AND COUNTERFLASH VENTS WHERE THEY PENETRATE THE ROOF, EXTENDING IT AROUND VENT LEAVING ROOF WATERTIGHT. 13. PROVIDE A NEW 80 GALLON HIGH RECOVERY RATE GLASS LINED HOT WATER HEATER (ELECTRIC START) BY RHEEM OR EQUAL SEE PLANS FOR LOCATION. 14. PROVIDE WATER CONNECTION TO ICE MAKER IN THE KITCHEN. 15. PLUMBING SCHEDULE: A). ALL PLUMBING FIXTURES (WATER CLOSET, LAVATORY, TUB, AND SHOWER) SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR AS APPROVED BY THE OWNER. B). ALL COLOR SELECTIONS SHALL BE MADE BY THE OWNER PRIOR TO ORDERING MATERIALS. C). ALL FMINGS (FAUCETS, SHOWERHEADS, ETC.) SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR AS APPROVED BY THE OWNER. Dj. FINAL HOOK-UPS OF W DRYER AND OTHER APPLIANCES BY THE WASHER, GENERAL CONTRACTOR. GENERAL HVAC NOTES: 1. ALL WORK OF THIS SECTION SHALL CONFORM TO THE LATEST EDITION OF THE INTERNATIONAL MECHANICAL DE ASME NFPA SMACNA MANUAL CO E, ASHRA AND ALL APPLICABLE STATE LOCAL CODES AND ORDINANCES. ALL WORK SHALL BE SUBJECT TO INSPECTION BY LOCAL AND COUNTY INSPECTORS AND MUST MEET WITH THEIR APPROVAL. 2. THE MECHANICAL CONTRACTOR SHALL APPLY FOR ALL PERMITS AND INSPECTIONS. PROVIDE OWNER WITH CERTIFICATE OF INSPECTIONS. 3. UNLESS OTHERWISE NOTED, THE MECHANICAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, APPARATUS, TOOLS, STORAGE, AND ALL OTHER ITEMS OR WORK NECESSARY OR REQUIRED TO INSTALL AND COMPLETE THE MECHANICAL WORK SHOWN ON THE DRAWINGS AND SPECIFIED. 4. THE MECHANICAL CONTRACTOR SHALL BEFORE SUBMITTING HIS PROPOSAL FOR WORK, VISIT THE SITE AND/OR PREMISES AND OBTAIN ALL INFORMATION THAT WILL AFFECT HIS BID. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR CONFORMING TO THE REQUIREMENTS OF CONSTRUCTION DOCUMENTS. 5. THE MECHANICAL CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IN WRITING PRIOR TO HIS BID OF ANY DISCREPANCIES SHOWN ON THE DRAWINGS THAT DO NOT REFLECT ACTUAL FIELD CONDITIONS. 6. CONTRACTORS SHALL PROVIDE A HEATING, VENTILATING AND AIR CONDITIONING SYSTEM AS REQUIRED TO MEET THE FOLLOWING DESIGN CONDITIONS: HEATING :OUTSIDE 0 ° F. - INSIDE 70 ° F. COOLING: OUTSIDE 95 ° F. DB178 ° W B. - INSIDE 78 ° DB/65 ° WB 7. COORDINATE CONTROL AND POWER WIRING REQUIREMENTS WITH ELECTRICAL CONTRACTOR IN FIELD. 8. COORDINATE LOCATION OF ANY AND ALL EQUIPMENT WITH OWNER IN FIELD. 9. ALL EXHAUST FANS SHOULD BE DUCTED TO THE EXTERIOR OF THE BUILDING. 10. FURNISH AND INSTALL A NEW HIGH EFFICIENCY HEATING/ AIR CONDITIONING UNIT 113 SEER OR HIGHER) WITH ALL PIPING, WIRING, ETC. FOR A COMPLETE INSTALLATION. UNIT TO BE MANUFACTURED BY CARRIER OR APPROVED EQUAL. 11. LOCATE THE AIR HANDLING UNIT IN THE UTILITY CLOSET AND THE CONDENSING UNIT OUTSIDE. 12. ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH THE LATEST ASHRAE REQUIREMENTS. FLEXIBLE DUCTWORK TO BE USED FOR VERTICAL DROPS FROM METAL. ALL DUCTWORK TO BE CONCEALED. 13. ALL DUCTWORK TO BE INSULATED WITH'AEROFLEX' DUCT LINER AS MANUFACTURED BY OWEN-CORNING OR APPROVED EQUAL. DUCT LINER TO BE FASTENED TO DUCTWORK IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 14. PROVIDE ALL DUCT ACCESSORIES, FLEXIBLE CONNECTORS, VIBRO-ISOLATERS, SUPPORTS, ETC. TO ASSURE NOISELESS OPERATION AS RECOMMENDED BY ASHRAE AND SMACNA MANUALS. 15. PROVIDE AUTOMATIC CONTROL OF HEATING AND AIR CONDITIONING UNIT. EQUIPMENT NEEDED: HEATING/COOLING THERMOSTATS WITH AUTOMATIC CHANGE OVER PER UNIT. THERMOSTATS TO BE PROGRAMMABLE ELECTRIC OPERATED WIRED (BATTERY TYPE NOT ACCEPTABLE). 16. THE MECHANICAL CONTRACTOR SHALL PROVIDE TEST AND BALANCING OF ENTIRE SYSTEM. 17. MECHANICAL CONTRACTOR SHALL REVIEW WITH AND SUBMIT TO THE OWNER A SCHEMATIC SUPPLY AND RETURN AIR DUCT LAYOUT PRIOR TO INSTALLATION. KITCHEN NOTES: I. THE GENERAL CONTRACTOR SHALL ARRANGE FOR THE SELECTION, DELIVERY, AND INSTALLATION OF KITCHEN CABINETS. A SEPARATE CABINET SUPPLIER AS SELECTED BY THE OWNER SHALL INSTALL NEW CABINET WORK AND APPLIANCES. 2. KITCHEN CABINET LAYOUT SHOWN ON DRAWINGS IS SCHEMATIC ONLY AND FINAL LAYOUT SHALL BE COORDINATED BETWEEN THE OWNER AND THE CABINET CONTRACTOR. 3. THE GENERAL CONTRACTOR SHALL PROVIDE ALL PLUMBING AND ELECTRICAL CONNECTIONS TO ALL KITCHEN EQUIPMENT AS SUPPLIED BY THE OWNER (COORDINATE WITH OWNER IN FIELD FINAL LOCATION OF ALL EQUIPMENT). SOIL POISONING FOR TERMITE CONTROL: 1. GENERAL 1.1 SCOPE: FF L ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMP E THE APPLICATION OF SOIL POISONING FOR THE TERMITE CONTROL AS SPECIFIED HEREIN. 1.2 CONTRACTOR'S UALIFICAT DNS: APPUCATR ALL LI S IN IHESTATE WHERE THE PROJECTS LOCATED AND SHALL BE NA TIONALLY KNOWN COMPANY. 13 ARANTEE• . B GUARANTEED FOR A TERM E PROTECTION TREATMENT SHALL E GUA PERIOD OF FIVE YEARS AGAINST TERMITE INFESTATION. GUARANTEE SHALL INCLUDE ANY YEARLY RENEWAL COSTS. REPAIRS FOR TERMITE DAMAGE PAID BY TERMITE COMPANY. 81. AT THE OWNER'S OPTION, AT THE TERMINATION OF THE GUARANTEE, AND EXTENSION RENEWAL OF INSPECTION AND SERVICE TREATMENT SHALL BE MADE AVAILABLE TO THE OWNER. 4 RETY ND: GUARANTEE HALL BE INSURED BY A SURELY BOND MADE OUT TO THE OWNER. LIABILITY UNDER THE BOND SHALL BE FOR UP TO $75,000. 2. PRODUCTS 2.1 SOIL TREATMENT: APPLIED TO THE DESIGNATED AREAS SHALL BE WATER BASED EMULSIONS CONTAINING TOXICANTS AS LISTED BELOW. A). TERMITICIDES. B). BORATES. Q. BAMSTATION SYSTEMS. 3. EXECUTION 3.1 ESTRICTIONS: 5.T AFVLTbU1L TREATMENT SOLUTION UNTIL EXCAVATING, FILLING AND AND GRADING OPERATIONS ARE COMPLETED, EXCEPT AS OTHERWISE REQUIRED IN CONSTRUCTION OPERATIONS, TO ENSURE PENETRATION, DO NOT APPLY SOIL TREATMENT TO EXCESSIVELY WET SOIL OR DURING INCLEMENT WEATHER. 3.2 SURFACE PREPARATION: REMOVE FOREIGN MATTER WHICH COULD DECREASE EFFECTIVENESS OF TREATMENT ON AREAS TO BE TREATED. LOOSEN, RAKE, AND LEVEL SOIL TO BE TREATED, EXCEPT PREVIOUSLY COMPACTED AREAS UNDER SLABS AND FOUNDATIONS. TOXICANTS MAY APPLY BEFORE PLACEMENT OF COMPACTED FILL UNDER SLABS, IF ACCEPTABLE TO THE OWNER AND GENERAL CONTRACTOR. 3.3 APPLICATION: APPLY 1LTREATMENT IN FOLLOWING AREAS: HORIZONTAL AND VERTICAL SURFACES OF WIDE AND UNDER AREAWAY, APRONS, WALKS, PADS, APPLICATION, BEFORE BEGINNING CONCRETE PLACEMENT OR OTHER CONSTRUCTION AGnVB1E5. 3.4 POST SIGNS IN THE AREAS OF APPLICATION WARNING WORKERS THAT SOIL POISONING HAS BEEN APPUED. REMOVE SIGNS WHEN AREAS ARE COVERED BY OTHER CONSTRUCTION. 3.5 RE -APPLY SOIL TREATMENT SOLUTION OAR ISTRIBUTED BY 5U EQUENT EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES FOLLOWING APPLICATION. NOTE: ALL BUILDING SHALL HAVE PRECONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DIVISION BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT LS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. FBC 1816. ISH NOTES: STUCCO FINISH TO BE UNIFORM COLOR THROUGHOUT. 2, ROOFING: ALL NEW ROOFING SHALL BE METAL STANDING SEAM ROOF SYSTEM OVER APPROVED UNDERLAYMENT MEMBRANE ON APA SPAN RATED PLYWOOD SHEATHING INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTION. VENTS AS INDICATED ON THE DRAWING SHALL BE MANUFACTURED BY 'AIR VENT, INC: OR APPROVED EQUAL. 3. ALUMINUM: GUTTER, LEADERS, SOFFITS, FACIAS, RAKE BOARDS, LOUVERS, ETC. TO BE PAINTED WHITE. PROVIDE CONCRETE SPLASH BLOCKS AT THE BASE OF EACH LEADER. ALTERNATE: FURNISH AND INSTALL GUTTER GUARD SYSTEM. COLOR TO MATCH GUTTER. 4. WINDOWS: ALL WINDOWS SHOWN ON THE DRAWINGS SHALL BE'PGT' IMPACT SERIES WINDOWS WITH HIGH PERFORMANCE INSULATING GLASS. COLOR TO BE WHITE. ALL OPERABLE WINDOWS SHALL BE SUPPLIED WITH INSECT SCREENS. BEDROOM WINDOWS SHALL COMPLY WITH EGRESS REQUIREMENTS AS PER IRC CODE. 5. DOORS: A). EXTERIOR DOORS: 1. DOOR SIZES SHALL BE AS INDICATED ON THE DRAWINGS. 2. FRONT AND SIDE DOORS TO BE 1-?' THICK. EXTERIOR DOOR IN PONDEROSA PINE WITH CLEAR TEMPERED INSULATED GLASS. B). INTERIOR DOORS: 1. DOOR SIZES SHALL BE AS INDICATED ON THE DRAWINGS. 2. ALL OTHER WOOD DOORS TO BE 1-t" THICK, 6 PANEL INTERIOR DOOR IN PONDEROSA PINE. 3. ALTERNATE: PROVIDE ALTERNATE PRICE TO OWNER FOR'MASONITE' MOLDED PANEL SERIES SIX PANEL PREFINLSHED SAFE'N SOUND SOLID CORE DOORS. C). LOCKS AND HARDWARE: 1. DOOR HARDWARE AND LOCKSETS TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR AS SELECTED BY THE OWNER. 6. WALLS AND CEILINGS: A). PROVIDE GYPSUM WALLBOARD MATERIALS AND ACCESSORIES IN ACCORDANCE WITH RECOMMENDATION OF GYPSUM ASSOCIATION 216. B). STANDARD GYPSUM WALLBOARD USED FOR FACING LAYERS OF PARTITIONS AND CEILINGS. 48" WIDE AND J' THICK WITH TAPERED AND BEVELED EDGES. C). PROVIDE STANDARD CORNER BEADS ON ALL 90° INTERSECTIONS. D). WHERE WALLS AND/OR CEILINGS MEET AND AN ANGLE OTHER THAN 90° OCCUR, THE JOINT SHALL BE FINISHED WITH'BEADEX' B-1 FLEX BEAD OR IT'S APPROVED EQUIVALENT. E). ALL NEW GYPSUM WALLS AND CEILINGS, AS WELL AS PATCHED AREAS, SHALL - . RECEIVE A 3 COAT SPACKLE FINISHES. ALL SPACKLE WORK SHALL BE FINE SANDED SMOOTH AND LEVEL. F). ALL NEW WALLS, CEILINGS, AND PATCHED AREAS SHALL RECEIVE A PRIME COAT OF WHITE PAINT. FINISHES SHALL BE AS DIRECTED BY THE OWNER, UNDER A " SEPARATE CONTRACT. G). BATHS: WALLS AROUND BATH AND SHOWER TO BE TILE AS SELECTED BY THE OWNER AND SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR. WALLS AND CEILINGS TO BE} WATERPROOF GYPSUM BOARD AND RECEIVE A PRIME COAT OF WHITE PAINT. FINISHES SHALL BE AS DIRECTED BY THE OWNER, UNDER A SEPARATE CONTRACT. 7, TRIM: 3-1/7' HIGH COLONIAL WOOD BASE 2-1/4" WIDE COLONIAL WOOD CASING PRIMED FJ PINE WITH MITERED JOINTS, CAULK ALL SEAMS AND INSTALL SEALANT BETWEEN WOOD AND WALL SURFACE. FILL ALL NAIL HOLES WITH EPDXY WOOD FILLER. FINE SAND SMOOTH WIPE CLEAN AND PREPARE TO BE PAINTED. FINISHES SHALL BE DIRECTED BY THE OWNER UNDER A SEPARATE CONTRACT. 8, FLOORS: A). BATHS: FLOOR SHALL BE TILES WITH ALL NECESSARY TRIM. COLOR TO BE SELECTED BY THE OWNER AND SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR. ALL TILES TO BE MANUFACTURED BY'AMERICAN OLEAN TILEOR APPROVED EQUAL. PROVIDE At" THICK MARBLE SADDLE WITH A HONED FINISH. COLOR TO BE WHITE. B). LIVING ROOM, DINING ROOM, AND HALL SHALL BE TILED FLOOR WITH ALL NECESSARY TRIM. COLOR TO BE SELECTED BY THE OWNER AND SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR. ALL TILES TO BE MANUFACTURED BY 'AMERICAN GLEAN TILEOR APPROVED EQUAL. C). KITCHEN: FINISHED FLOOR SHALL BE SHEET VINYL AS MANUFACTURED BY ARMSTRONG OR APPROVED EQUAL. COLOR SELECTION SHALL BE BY THE OWNER. INSTALLED BY THE GENERAL CONTRACTOR. D). CARPETING TO BE FURNISHED AND INSTALLED BY THE OWNER. THE GENERAL CONTRACTOR SHALL PREPARE ALL FLOORS TO BE CARPETED. 9, CLOSETS: ALL CLOSETS SHALL BE FURNISHED WITH A FINISHED WOOD SHELF AND A WOOD POLE. PROVIDE FIVE (5) ADJUSTABLE FINISHED WOOD SHELVES IN THE LINEN CLOSET. 10. VANITIES: _ - ALL VANITIES SHALL BE SUPPLIED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR. I1. TOILET ACCESSORIES: ALL MEDICINE CABINETS, TOWEL HOLDERS, TOILET PAPER HOLDERS, TOOTHBRUSH HOLDERS, ETC. TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR, AS SELECTED BY THE OWNER. 12. ATTIC ACCESS: PROVIDE A'BESSLER' SPACE -SAVER FOLDING STAIRWAY TO THE ATTIC SEE DRAWING FOR LOCATION AND SIZE. St. Lucie County Building Department Product Approval Submittal Affidavit Permit # Building Address: - Contractor: Opening Schedule: Swing Doors, Overhead Doors, Sliding doors, Fixed Glass, Windows & Skylights FL # or Miami -Dade Product Model # Manufacturer Glass Descri Uon Attachment Method Type, Size, in Embedment Sac & be Building Design Pressure rasa re Product Design Pressure ALUMINUM 7R1au Roc mxoow 5500 SERIES POT WINGUARD CLEAR MINIMUM (9) 21"xt TAPCONS THROUGH 1X8 P.T. WOOD SUCK TO CONCRETE FILL ALL HOLES IN WINDOW FRAME W/TAPCONS + 26.0/ . S&7 +80.0 .60.0 RMLMM slen D= 6 PANEL DOOR PREMDOR ENTRY SYSTEM N/A (5) #10 SCREWS PER 1�k MIN. EMBEDMENT, (2) SCREWS EACH ® HEADER & THRESHOLD. I ALTERNATE: j}' TAPCONS MIN. 14' EMBEDMENT + I" - 34.6 +/- 70.0 E � I - Product Model # Manufacturer Attachment Method Building Design Pressure Product Design Pressure MULLIONS CE� ® uUWNUM MW PGT WINGUARD #8x?' SCREW THROUGH EACH HOLE IN WINDOW IAMB TO MULLION + 26.0/ 33.7 +50.0 -6&0 ROOF + 26.0/ . 33.7 +80.0 .60.0 HURRICANE PANELS BERTHA 12A GAUGE EASTERN METAL I SUPPLY TRU-CAST CF TAP GRIP FASTENERS a 12" I SPACING + 26.0/ I - 33.7 + 50,0 1 -60.0 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the Wind loads and forces specified by current code provisions. Name: Signature: Certification Number: Date: O 80 C I S 0 y0 S U U) .1.0 .g J C -8 > >`oa C a = < i , aQ t� C aa 0 = W V 2 s � .IU U 0�/� 1 L rV l V / W N vl g < UJ in � � 3:1 0V " 0 ( c 9 V F1 rKCNS V J r ��pp � LU LO , .� � Z it 2 S Q G. U n 9 u, M TA W N Z 5IR M 9 � W .0 r- a Ce J m 0 rnM va a; U) 0 Nco 9 L •p _rnc = M m M 'O U_ CIL J 0 cc U 04 Co N N :C QI s 0LL a c N 0] O > 41 n WWW 0 LO ZWrn ZW A W D>a Q OWZo W 6L O LL WWRIlp WWV MaWW a (' N . WONL Z (9 LO F- LU WT 1 V) W W Pq I 03/24/2018 1 PROJECT NO. 18-008 cart v! roPY