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Home My WebLink AboutBuilding PlansDNA ARCHITECTS , LLC. 415 S BABCOCK ST MELBOURNE FL 32901 3217279096 FAX 3217270810 AR0015738 ofrodoV@0C%%. rnM 1489 NW Sweet Bay Circle .0'alm City, Fl. 34990 LOCATION OF WORK LOCATION PLAN NTS v v� \ V ) A LIST DRAWING A V p �V I CONTRACT SET DWG NO. DRAWING TITLE SHEET NO. A001 TITLE, LOCATION PLAN & DRAWING LIST NOTES 1 2 A002 A101 FIRST FLOOR PLAN 3 A102 FIRST FLOOR DEMOLITION PLAN 4 A103 ROOF PLAN 5 A104 ELEVATIONS 6 FOUNDATION PLAN ROOF TRUSS FRAMING PLAN 7 S101 S102 8 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY A9ENT6 OF THE ARCHITECT.INFRINGEMENTS DNA WILL BE PROSECUTED. DESCRIPTION 1489 NW Sweet Bay Circle, ` % I Palm City, FL 34990 C DATE: 09/29/2021 C, -T. 1-U DRAWING BY: GV BOCC CHECKED BY: DN SCALE: N.T.S UT�,11TAIM6114 1 LOCATION • & DRAWING LIST COMPONENT AND CLADDING PRESSURES (PSF-160 MPH-B- 40 50 ASD- 60 ENCLOSED 70 80 100 LOC ZONE ' 30 - POS NEG P S NEG POS NEG -- POS NEG POS'NEG - -- POS NEG POS NEG -_ - POS�NEGy S POS NEG; POS NEG R 1 26.0 52.7 2 5 �: 52.7 20.3 50.5 18.9 44.9 17.7 42.5 ,16.7 ! 40.5 ' 15.9 .38.8 15.3 3 14.7 36.0 14.2 34.8 ROOF _ 2e 26.0 172.8 , 2 .5 ! 69.5 20.3 ;63.5 ;18.9 59.1 17.7 57.0 16.7 55.1 15.9 53.5 - 15.3 53.2 14.7 51.1 14.2 50.0 ROOF 2r 26.0 7_6.1 2 .5 68.5 20.3171.6 1 18.9 61.1 17.7 , 58.7 16.7 56.7 15.9 55.0 15.3 53.7 14.7 52.2 14.2 51.1 I ROOF_ 3 26.0 64"8 2 .5 65.9_ 20.3 63.5 18.9 59.1 17.7 57.0 16.7 55.1 15.9 53.5 15.3 52.2 14.7 51.11 _ 1_4.2 50.0 WALL j 4 34.7 37.3 3 .2 36.1 32.3 39.3 31.7 34.7 31.1, 34.1 30.8 33.7 30.7 33 3. 30.1 33.1 29.9 32 8 29.6 36.1 .i 9`xT GARAGE DOOR +32.0 -41.5 - ' - 16'x7' GARAGE DOOR +29.2 36.0 NOTES: 1. VALUES SHOWN ARE 13ASED ON ALLOWABLE STRESS DESIGN USING 160 MILES PER HOUR. 2. POSITIVE VALUES AC TOWARD THE SURFACE, NEGATIVE VALUES ACT AWAY FROM THE SURFACE. 3. MANUFACTURING DA A FOR COMPONENTS AND CLADDING SMALL EXCEED THE VALUES SHOWN IN THIS TABLE. 4. EDGE PRESSURES NOTED SHALL BE USED FOR COMPONENTS THAT ARE LOCATED WITHIN EIGHT FEET OF BUILDING EDGES OR CORNERS. ALL OTHER COMPONENTS SHALL USE TYPICAL PRESSURE VALUES. 5. EFFECTIVE WIND AREA IS DEFINED AS THE PROJECTED SURFACE AREA FOR COMPONENTS SUCH AS DOORS AND WINDOWS. THE EFFEC TIVE WIND AREA FOR COMPONENTS SUCH AS STUDS AD TRUSSES, AND FOR CLADDING SUCH AS ROOF AND WALL SHEATHING, IS DEFINED AS THE SPAN LENGTH MULTIPLIED BY AN EFFECTIVE WIDTH NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH. R307 TOILET, BATH AND SHOWER SPACES R307.1 SPACE REQUIRED. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE 7.3.2.OF THE PLUMBING SUBCODE ENTITLED "MINIMUM FIXTURE CL ARANCES" R307.2 R308 R308.1 4' MIN 4" MIN 4' MIN 2" MIN IM MjM Ed TUB 15" 15" TUB I N � N C BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE: FLOOR. IDENTIFICATION. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATION AS DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE TYPE OF GLASS AND THE SAFETY GLAZING STANDARD WHICH IT COMPLIES, AND THAT IS VISIBLE IN THE FINAL INSTALLATION. THE DESIGNATION SHALL BE ACID E CHED, SANDBLASTED, CERAMIC -FIRED, LAST .R ETCHED, EMBOSSED, OR BE OF A TYPE THAT ONCE PLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU F THE MANUFACTURER'S DESIGNATION. EXCEPTIONS: 1. FOR OTHER THAN TEMPEI RED GLASS, MANUFACTURER'S DESIGNATIONS ARE NOT REQUIRED PROVIDED THAT THE BUILDING OFFICIAL APPROVES THE USE OF A CERTIFICATE, AFFIDAVIT OR OTHER EVIDENCE CONFIRMING COMPLIANCE WITH THIS CODE. 2. TEMPERED SPANDREL G SS IS PERMITTED TO BE IDENTIFIED BY THE MANUFACTURER WITH REMOVABLE PAPER DESI NATION. R308.1.1 IDENTIFICATION OF MULTIPLE ASSEMBLIES MULTIPANE ASSEMBLIES HAVING INDIVIDUAL PANES NOT EXCEEDING 1 SQUARE FOOT IN EXPOSED AREA SHALL HAIVE NOT LESS THAN ONE PANE IN THE ASSEMBLY IDENTIFIED IN ACCORDANCE WITH SEC ION R308.1. OTHER PANES IN THE ASSEMBLY SHALL. BE LABELED "CPSC 16 CFR 1201" OR "ANSI Z97.1" AS APPROPRIATE. R308.3.1 IMPACT TEST WHERE REQUIRED BY OTHER SECTIONS OF THE CODE, GLAZING SHALL BE TESTED IN ACCORDANCE WI H CPSC 16 CFR 1201. GLAZING SHALL COMPLY WITH THE TEST CRI ERIA FOR CATEGORY II UNLESS OTHERWISE INDICATED IN TABLE R308.3.3 1). TABLE R308.3(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 2018 INTERNATIONAL RESIDENTIAL CODE, NEW YORK EDITION R314 SMOKE ALARMS R315 CARBON MONOXIDE ALARM i SMOKE ALARMS, LISTED IN ACCORDANCE WITH UL 217 AND COMBINATION SMOKE AND CARBON MONOXIDE ALARMS LISTED IN ACCORDANCE WITH UL 217 AND UL 2034, ARE PROVIDED IN THIS PROJECT AS FOLLOWS (ALSO SEE PLANS): • SMOKE ALARMS IN EACH SLEEPING ROOM • SMOKE ALARM IN THE BASEMENT • SMOKE ALARMS NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR TO THE BATHROOMS. • SMOKE ALARM NOT LESS THAN 6 FEET HORIZONTALLY WHERE PHOTOELECTRIC OR NOT LESS THAN 10 FEET HORIZONTALLY IF AN IONIZATION SMOKE ALARM FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. • COMBINATION SMOKE/ CARBON MONOXIDE OUTSIDE AND IN THE IMMEDIATE VICINITY OF THE BEDROOMS. R314.4 INTERCONNECTION R315.5 SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE SMOKE ALARMS PROVIDED IN THE DWELLING UNIT. CARBON MONOXIDE SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE CO ALARMS PROVIDED IN THE DWELLING UNIT. R314.6 POWER SOURCE R315.6 BOTH SMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND WHERE PRIMARY POWER IS INTERRUPTED SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. N1101 ENERGY EFFICIENCY N1101.7 MARTIN COUNTY, FL IS IN CLIMATE ZONE 2A. TABLE N1102.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT RESIDENTIAL CODE OF NEW YORK STATE N1101.10 BUILDING THERMAL ENVELOPE INSULATION • AN R-VALUE IDENTIFICATION MARK SHALL BE APPLIED BY MANUFACTURER ON EACH PIECE OF THE BUILDING THERMAL ENVELOPE THAT IS 12 INCHES OR GREATER. • CERTIFICATIONS AS NOTED IN THIS SECTION. N1101.10.3 FENESTRATION PRODUCT RATING SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 100. EXPOSED SURFACE GLAZING IN STORM GLAZED PANELS GLAZED PANELS GLAZED PANELS AREA OF ONE SIDE OR COMBINATION GLAZING IN REGULATED BY REGULATED BY REGULATED BY OF ONE LITE DOORS DOORS SECTION R308.4.3 SECTION R308.4.2 SECTION R308.4.5 9 SF OR LESS I I NO REQ'MT II II MORE THAN 9 SF II II II II it R308.4 HAZARDOUS LOCATION R308.4.1 GLAZING IN DOORS GLAZING IN FIXED OR OPERABLE PANELS OF SWINGING DOORS. R308.4.2 GLAZING ADJA ENT TO DOORS. GLAZING IN AN NDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LEc S THAN 60" ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER FOLLOWING CC NDITIONS: 1. WHERE T E GLAZING IS WITHIN 24" OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN CLOSED POSITION. 2. WHERE T E GLAZING IS ON A WALL LESS THAN 180 DEGREES FORM THE PLANE OF THE DOOR IN d CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWING NG DOOR. STRUCTURAL SPECIFICATIONS - - 10. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL DNA ARCHITECTS LLC . CONCRETE ANCHORS, (MECHANICAL AND EPDXY) SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES PLYWOOD SHEATHING 415 S BABCOCK ST MELBOURNE FL 32901 -- BEFORE CONCRETE IS PLACED. - - - -------___._ 3217279096 FAX 3217270810 1. ALL EPDXY ANCHORS SHALL BE "HILTI RE500 ADHESIVE SYSTEM WITH 1. ALL PLYWOOD SHALL. CONFORM TO THE MOST CURRENT APPLICABLE AR0015738 dr) ocO v@co/. Corr) HAS RODS" AS MANUFACTURED BY HILTI FASTENING SYSTEMS, INC 11 • CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. SPECIFICATION AND SUPPLEMENTS OF THE AMERICAN PLYWOOD THESE PLANS ARE AN (OR EQUAL). ASSOCIATION. INSTRUMENT OF SERVICE 12. CONCRETE TESTING: AND ARE THE PROPERTY 12.1. FOUR SETS OF TEST CYLINDERS SHALL BE MADE AND TESTED of THE ARCHITECI.INFRINCEMENTS 2. ALL MECHANICAL ANCHOR'S SHALL BE "HILTI KWIK-DOLT EXPANSION 2. ALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE I 5/8 NCH DOC WILL DE PROSECUTED. DNA CONCRETE ANCHORS" AS MANUFACTURED BY HILTI FASTENING FOR EACH 50 YARDS OR LESS OF CONCRETE POURED IN ANY DAY PS1 OR PS2, "APA RATED SHEATHING", (WITH TRADEMARK OF AN SYSTEMS, INC. (OR EQUAL). FOR EACH DESIGN MIX. TESTS SHALL BE MADE FOR 7 DYS, TWO APPROVED TESTING AND GRADING AGENCY" 5 PLY, 32/16 SPAN AT 28 DAYS AND ONE HELD IN RESERVE. FIELD CURED RATING, EXTERIOR GRADE, EXPOSURE 1 GLUE. 3. THE SPACING, MINIMUM EMBEDMENT, AND INSTALLATION OF THE CYLINDERS SHAL BE CURED UNDER FIELD CONDITIONS IN ANCHORS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S ACCORDANCE WITH ASTM C172 3. ALL PLYWOOD PANEL END JOINTS SHALL OCCUR OVER SUPPORTS RECOMMENDED PROCEDURES. AND SHALL BE STAG)GERE:D ON HALF PANEL LENGTH FROM ADJACENT 12.2. THE SAMPLES USED TO FABRICATE TEST SPECIMENS SHALL BE PANELS. EXTERIOR WINDOW AND DOOR ASSEMBLIES OBTAINED IN ACCORDANCE WITH ASTM C172 4. ALL PLYWOOD DENOTED AS FIRE -RETARDANT TREATED PLYWOOD 12.3. IF CONCRETE IS DEPOSITED ON THE JOB USING A PUMP, THEN SHALL BE PRESSURE IMPREGNATED TO COMPLY WITH AMERICAN 1. ALL EXTERIOR WINDOW AND DOOR ASSEMBLIES SHALL BE DESIGNED SAMPLES SHALL BE TAKEN FROM THE END OF THE PUMP. DO NOT WOOD PRESERVERS' ASSOCIATION (AWPA) C27 FOR INTERIOR TYPE A TO RESIST THE COMPONENT AND CLADDING LOADS SHOWN ON THESE SAMPLE FROM THE MIXING TRUCK. TREATMENT. DRAWINGS. 2. ALL EXTERIOR WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE DESIGN CRITERIA 5. SEE PLANS FOR ATTACHMENT SCHEDULES AND DIAGRAMS. TESTED BY AN INDEPENDENT TESTING LABRATORY IN ACCORDANCE --- --- WITH ANSI/AAMA/NWWDA 101/I.S. AND BEAR AN AAMA OR WDMA LABEL PRE-ENGINEERED TIMBER TRUSSES 1. ALL STRUCTURAL WORK FOR THIS PROJECT HAS BEEN ENGINEERED --- ----- --- - IDENTIFYING THE MANUFACTURER, PERFORMANCE IN ACCORDANCE WITH: CHARACTERISTICS, AND APPROVED PRODUCT TESTING ENTITY. 1. PRE-ENGINEERED TIMBER TRUSSES SHALL CONFORM TO THE MOST 3. ALL EXTERIOR WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED 1.1. THE FLORIDA BUILDING CODE, AD FOR EDITION CURRENT APPLICABLE VERSION OF THE DESIGN SPECIFICAIONS FOR TO STRUCTURE PER MANUFACTURER'S RECOMMENDATIONS AND OR 1.2. STRUCTURES." U ES." MUM DESIGN LOADS FOR BUILDING AND OTHER THE LIGHT METAL LATE CONNECTED WOOD ROOF TRUSSES, OF THE THE MINIMUM REQUIREMENTS SHOWN ON THIS SHEET. STRUCTUREsS." TRUSS PLATE INSTITUTE, INC. 1.3. ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS AND SPECIFICATIONS OF THESE CODES AND THEIR REFERENCED 2• THE DEFLECTION OF THE FLOOR AND ROOF TRUSSES UNDER THE TIMBER STANDARDS, AND ALL OTHER APPLICABLE FEDERAL STATE AND INDICATED LOADS AT THE SPAN AND SPACINGS SHOWN ON THE LOCAL CODES, STANDARDS AND REGULATIONS AND LAWS. CONTRACT DRAWINGS SHALL MEET THE FOLLOWING CRITERIA: - --- 1. ALL WOOD FRAMING CONSTRUCTION, WORKMANSHIP AND MATERIALS 2. DESIGN GRAVITY LOADS 2.1. DEFLECTION DUE: TO LIVE LOADS SHALL NOT EXCEED L/360.2.2. DEFLECTIONS DUE TO TOTAL LOADS SHALL NOT EXCEED L/240. (INCLUDING TRUSSES) SHALL CONFORM WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE REFERENCES LISTED BELOW: UNIFORM CONCENTRATED UNIFORM 3. ALL TRUSS FRAMING MEMBERS SHALL BE AS A MINIMUM, NO. 3 GRADE 1.2. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1.1. AMERICAL INSTITUTE OF TIMBER CONSTRUCTION LOCATION LIVE LOAD LIVE LOAD DEAD LOAD SOUTHERN YELLOW PINE, 19% M.C. 1994 AND SUPPLEMENT ROOF T.C.20 PSF - T. C. 7 PSF 4. THE WOOD TRUSS MANUFACTURER SHALL SPECIFY AND PROVIDE ALL 1.3. US PRODUCT STANDARD PS 1 OR APA PRP-108 PERFORMANCE B. C. 10 PSF B. C. 10 PSF BRACING AT TOP AND BOTTOM CHORDS REQUIRED TO STABILIZE THE STANDARDS DEAD LOADS SHOWN ARE IN ADDITION TO STRUCTURE WEIGHT FLOOR OR ROOF STRUCTURE DURING AND AFTER CONSTRUCTION. IN 1.4. TOP CHORD T. C. BOTTOM CHORD: B. C. ADDITION TO THE BRACING INDICATED ON THE STRUCTURAL 1.5. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED ALL LOADS BY TRUSS MFT. REFER TO TRUSS DRWGS. WOOD TRUSS CONSTRUCTION, ANSI/TPI-I-LATEST EDITION.3 --..---- - - --- - - ----- -- DRAWINGS. I WIND LOAD DESIGN CRITERIA 2. ALL STRUCTURAL LUMBER SHALL BE AS A MINIMUM, NO.2 GRADE �- _ 5. THE WOOD TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL SOUTHERN YELLOW PINE, AND SHALL HAVE AT LEAST THE FOLLOWING WIND SPEED: (3 SECOND GUST) V=160 MPH CALCULATIONS STAMPED BY A REGISTERED PROFESSIONAL MINIMUM ALLOWABLE DESIGN STRESSES AND MODULUS OF 19%: RISK CATEGORY: CATEGORY II ENGINEER LICENSER TO PRACTICE IN THE STATE OF FLORIDA FOR ALL EXPOSURE: 1 TRUSS TYPES, WHICH INDICATE DESIGN LOADS, TRUSS CAPACITIES 2X12 TIMBER MEAN ROOF HEIGHT: 10'-0" AND DEFLECTIONS. Fb (BENDING) 975 PSI INTERNAL PRESSURE COEFFICIENTS: +/- 0.18 Fv (SHEAR) 90 PSI -__..___- _ Fc (COMPRESSION) 1450 PSI 4. THIS PROJECT IS A STRUCTURE LOCATED IN A "WIND BORN DEBRIS STRUCTURAL INSULATED PANELS Ft (TENSION) 550 PSI REGION" AS DEFINED BY THE FLORIDA BUILDING CODE. 1. THE FLORIDA LICENSED ENGINEER OF RECORD FOR THESE E 1.600,000 PSI CONSTRUCTION DOCUMENTS DO NOT INCLUDE THE ENGINEERING 5. ALL EXTERIOR WALL OPENINGS SHALL HAVE EQUIPMENT OR FOR THE STRUCTURAL INSULATED PANELS NOR THE CONNECTIONS 3. ALL LUMBER SHALL BE FACTURY MARKED WITH GRADE STAMP OF COVERINGS WHICH MEET THE IMPACT RESISTANT REQUIREMENTS OF TO THE PROVIDED STRUCTURE. INSPECTION AGENCY, SHOWING COMPLIANCE WITI I GRADING RULE FBC 1609.1.2 "PROTECTION OF OPENINGS". CURRENT NOA'S, REQUIREMENTS. CERTIFICATIONS SHALL BE SUBMITTED FOR ALL WINDOWS, DOORS 2. STRUCTURAL INSULATED {PANEL ASSEMBLY STRUCTURAL AND COVERINGS BY GENERAL CONTRACTOR. CONFIGURATIONS AND CONNECTIONS ARE DESIGNED, SIGNED AND 4. GALVANIZED METAL HANGERS AND FRAMING ANCHORS SHALL BE SEALED BY FLORIDA ICENSED STRUCTURAL ENGINEERS BY THE USED AND SHALL BE FASTENED IN ACCORDANCE WITH THE 6. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION STRUCTURAL INSULATED PANEL MANUFACTURERS. MANUFACTURERS SPECIFICATIONS. SHOWN ON THE DRAWINGS WITH CIVIL, ARCHTECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. ANY QUESTIONS OR 3. SIGNED AND SEALED STRUCTURAL INSULATED SHOP DRAWINGS 5. ANCHORING AND NAILING NOT SPECIFIED SHALL COMPLY WITH THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SHALL BE SUBMITTED FOR PERMIT REVIEW. NAILING SCHEDULE PER FBC. ENGINEER OF RECORD BEFORE STARTING CONSTRUCTION. CAST IN PLACE CONCRETE 7. ALL STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND ALL LOCAL ORDINANCES. MASONRY 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH; 8. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY, HIS OWN 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE 1.1. ACI 318, 08, BUILDING CODE REQUIREMENTS FOR REINFORCED WORK AND THE PUBLIC FROM HARM. THE CONTRACTOR IS SOLEY LATEST FDITION OF "BUILDING CODE REQUIREMENTS FOR CONCRETE. RESPONSIBLE FOR THE CONSTRUCTION MEANS AND METHODS AND MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS 1.2. ACI 301, 08, SPECIFICATIONS FOR STRUCTURAL CONCRETE JOB SITE SAFETY INCLUDING ALL OSHA REQUIREMENTS. FOR MASONRY STRUL]TUR.ES (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE:. --- ----- - - ---- - 9. THE STRUCTURE_ IS DESIGNED TO BE STRUCTURALLY SOUND WHEN CONCRETE MIX DESIGNS COMPLETED. PRIOR TO COMPLETION, THE CONTRACTOR IS 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT, -- -- - -- - RESPONSIBLE FOR STABILITY AND TEMPORARY BRACING. WHEREVER HOLLOW, LOAD BEARING UNITS CONFORMING TO ASTM C90, LOCATION MIN fc MAX W/C SLUMP** % OF AIR CONTRACTOR IS UNSURE OF THE REQUIREMENTS, THE CONTRACTOR TYPE N-II. AT 28 DAYS RATIO ENTRAIN SHALL RETAIN A FLORIDA LICENSED ENGINEER TO DESIGN AND -- - - -_- �- INSPECT THE TEMPORARY BRACING AND STABILITY OF THE 3. MORTAR SHALL CONFORMTO ASTM C270, TYPE M OR S. ALL FOOTINGS, STRUCTURE. PORTLAND CEMENT SHALL. CONFORM TO ASTM C150 TYPE 1. SLAB ON GRADE 3000 PSI 0.50 j 5" 4.0 LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT ----- -- FOUNDATION DESIGNS AND SOIL PREPARATION ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED 5" 4. FULL BEAD AND HEAD JOINTS SHALL BE USED. s 2. ALL CONCRETE SHAL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) 1. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED 5. MASONRY GROUT SHALL CONFORM TO ASTM C476. ALL CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. SOILS OR BE PROPERLY COMPACTED FILL HAVING AN ASSUMED 6. Fc OF GROUT SHALL BE 3000 PSI MIN. MAXIMUM AGGREGATE SIZE SHALL BE 1 1/2" INCHES FOR FOOTINGS, ALLOWABLE BEARING CAPACITY OF 2000 PSF. 7. THE MAXIMUM AGGREGATE SIZE SHALL BE 3" GRADED TO AND 3/4" FOR ALL WALLS AND SLABS; AND SHALL CONFORM TO ASTM PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C33 2. NO BACKFILLING AGAINST FOUNDATION WALLS SHALL BE PERMITTED C404. UNTIL SUPPORTING STRUCTURAL ELEMENTS HAVE BEEN PLACED AND 8. SLUMP GROUT SHALL BE 8 TO 11 INCHES. 3. ALL CONCRETE WORK SHALL BE EXECUTED IN STRICT ACCORDANCE HAVE BECOME CAPABLE OF FURNISHING THE NECESSARY SUPPORT WITH SECTIONS 5.7 THRU 5.13 OF ACI 318. THE CONTRACTOR SHALL FOR THE WALLS. PROVIDE TEMPORARY SHORING WHERE REQUIRED. 9. MINIMUM 28 DAY ULTIMATE: COMPRESSIVE STRENGTH (fm=1500 OBTAIN AND READ THESE SECTIONS OF THE CODE PRIOR TO PLACING WHERE BACKFIL.L IS REQUIRED ON BOTH SIDES OF THE WALL. PSI). CONCRETE. BACKFILL BOTH SIDES SIMULTANEOUSLY WITH GRADE DIFFERENCE NOT TO EXCEED 2'-0" AT ANY TIME. CONTRACTOR SHALL USE 10. PRE -CONSTRUCTION TESTS: 4. CONCRETE REINFORCING: EXTREME CAUTION DURING BACKFILLING TO PREVENT DAMAGE TO 11. CONTRACTOR SHALL EMPLOY AND PAY FOR SERVICES OF 4.1. DEFORMED BARS: ASTM A615, GRADE 60 FOUNDATION WALLS. USE OF HEAVY EQUIPMENT FOR BACKFILLING IS TESTING LABORATORY TO PERFORM THE FOLLOWING TESTS. 4.2. WELDED WIRE FABRIC: ASTM A185 NOT RECOMMENDED. --- m----- - (PROVIDE IN FLAT SHEETS) USE PLASTIC CHAIRS FOR SLAB ON GRADE _ ------ 12. 12. MORTAR TEST: TEST EACH MORTAR TYPE PER ASTM C 780 -_t-_ 3. THE CONTRACTOR SHALL OBSERVE WATER CONDITIONS AT THE SITE 13. PRISM TEST: FOR EACH TYPE OF WALL CONSTRUCTION, TEST 5. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE AND TAKE THE NECESSARY PRECAUTIONS TO INSURE THE THE MASONRY PRISMS PER ASTM C1314 AS FOLLOWS: (1) SET FOR A - ------ -- ------ -- FIELD BENT EXCEPT AS SHOWN ON THE DRAWINGS OR PERMITTED BY FOUNDATION EXCAVATIONS REMAIN DRY DURING CONSTRUCTION. 7 DAY TEST AND (1) SET FOR A 28 DAY TEST. FABRICATE PRISMS THE EOR. PROVIDE FOR DEWATERING AS NECESSARY, WITH HEIGHT TO THICKNESS RATIOS OF NOT LESS THAN 1.33 NO REV DATE DESCRIPTION ------ -- BY MORE THAN 3.0. 6. CONCRETE PROTECTION OF CAST IN PLACE REINFORCEMENT 4. THE OWNER/ CONTRACTOR SHALL RETAIN A GEOTECHNICAL 14. PROVIDE SETS OF PRISMS FOR EACH 8000 SF. OF WALL AREA CIARDULLO ENGINEER TO INSPECT EXISTING SOIL BEARING CONDITIONS, INSTALLED. LOCATION CONCRETE FOUNDATIONS, BEARING LEVELS, ETC., AND VERIFY THE MATERIAL ON COVER WHICH THE FOUNDATIONS BEAR HAS AT LEAST THE ABOVE CAPACITY 15. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, RESIDENCE CONC. CAST AGAINST EARTH 3" AS PER NOTE 1. GRADE 60. PROVIDE 48 BAR DIA. LAP ON ALL SPLICES. CONIC. EXPOSED TO EARTH OR WEATHER 3" 16. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE (NO 6 THRU NO 18) 2 5. THE CONTRACTOR SHALL USE EXTREME CAUTION DURING REINFORCING IN CEL'L.S. 1489 NW Sweet Bay Circle, (NO 5 OR SMALLER) 1 1/2" EXCAVATION. EXCAVATION SHALL BE PERFORMED IN SUCH A MANNER CONIC. NOT EXPOSE CONTACT WITD TO EARTH OR WEATHER 1 1/2" AS TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING 17. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL Palm City, FL 34990 STRUCTURES TO REMAIN. PROVIDE TEMPORARY SHORING AS MASONRY CONSTRUCTION, AND SHALL CONSIST OF 9 GAUGE, SLABS, WALLS, JOISTS (NO 14 AND NO 18) 1 1/2" REQUIRED. GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO (NO 11 OR SMALLER) 3/4" ASTM A82, SPACED A"i 16" O.C. VERTICAL MAX. PROVIDE TWO BEAMS, COLUMNS 1 1/2" 6. AS MINIMUM, ALL SOILS BELOW THE BUILDING SHALL BE COMPACTED ADDITIONAL COURSES OF REINFORCING ABOVE AND BELOW ALL DATE: 09/29/2021 W.W.F. FOR SLABS SHALL BE LOCATED 1 1/2" FROM TOP OF SLAB TO WITHIN TWO FEET BELOW BEARING TO 955 OF THE MODIFIED OPENINGS. 7. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, PROCTOR MAXIMUM DRY DENSITY. 18. ALL MASONRY WALL WORK BE GROUTED IN 5 FOOT LIFTS. DRAWING BY: GV LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN EXCAVATION, BACKFILL AND DEWATERING PLACE IN ACCORDANCE WITH ACI 315, " DETAILS AND DETAILING OF -- - --- --- --- - -- CHECKED BY: DN CONCRETE REINFORCEMENT." 8. REINFORCING LAP LENGTHS SHALL BE DETAILED PER THE 1. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR ALL EXCAVATION SCALE: N.T.S FOLLOWING: PROCEDURES INCLUDING LOGGING, SHORING AND PROTECTION OF 8.1. CRSI DESIGN HANDBOOK 2002 OR LATER ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN DRAWING TITLE: 8.2. TABLE A-1: "DEFINITIONS OF LAP CATEGORIES." ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING 8.3. TABLE A-3 (a) THRU (f): "TENSION LAP SPLICE LENGTHS" DEPARTMENT AND OSHA REGULATIONS. DO NOT EXCAVATE WITHIN 8.4. UNLESS NOTED OTHERWISE ON PLAN/ SCHEDULE, ALL LAP SPLICE ONE FOOT OF THE ANGLE OF REPOSE OF ANY SOIL BEARING LENGTHS SHALL BE CLASS B FROM THE APPROPRIATE CATEGORY FOUNDATION UNLESS THE FOUNDATION IS PROPERLY PROTECTED NOTES AGAINST SETTLEMENT. o� V F L' ) DEFINED IN TABLE A-1 NOTED ABOVE. 8.5. SPLICES IN TOP REINFORCEMENT SHALL BE MADE AT MIDSPAN �� ✓ '®•' Gk °" ':� r� 2 DO NOT BACKFIL.L AGAINST WALLS UNTIL 7 DAYS AFTER THE WALLS F :'• a 8.6. SPLICES IN BOTTOM REINFORCEMENT SHALL BE OVER SUPPORTS:.• 8.7. SPLICES IN WALL FOOTING REINFORCING SHALL_ BE: CLASS "A„ ARE BRACED BY THE STRUCTURE OR ARE TEMPORARILY BRACED. DO ..R ; O e NOT BACKFILL UNTIL AFTER COMPLETION AND INSPECTION OF ANY TENSION, CATEGORY 3 WELDED WIRE FABRIC: 8 LAP MIN. WATERPROOFING. r 9. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH THE ~ STANDARD ACCESSORIES DURING PLACEMENT OF CONCRETE SHALL 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL ` °°°• �a ?. ACCUMULATED WATER IN A MANNER THAT DOES NOT INCONVENIENC o,, ,�* 4 ,P02 BE GALVANIZED WITH PLASTIC COATED FEET. OR DAMAGE THE: WORK. E �' ,®�-cA �`otiillt114,® 00 I ,I in B � A101 'T`-�FIRST FLOORI PLAN A101 SCALE: 1/4" = 1'-0" 7-5'72- 15'-2j" it CL. LIVING ROOM FOYER ENTRY I ------------- KOHLER #K6368 MASTER — f� BATH z t, __. 00! GLASSlat "ACL R (A I KOHLER CAXTON SINK #K-2000-0 goo I L- - QUARTZ BENCH o KOHLER CAMARROM #K3619 I � WALL TILE - RELOCATED WINDOW WALL TILE A A101� 0 1 2 4 8 16 SCALE IN FEE" 6'4" 5'-6" 6'-94" _— _10'-3" BREAKFAST i i 10 KITCHEN 0 ATRIUM L — — — DEN/ � � BEDROOM #421L � BEDROOM GREAT ROOM #2 BATH #2 r F 1 IC L. BATH #4 / I�� r-------- L_ LAUNDRY GOLF CART D I I ----- - _ — — -- - - - - - - -1 i I I I I i 23'-2" W.I.C. BEDROOM #3 6'-5" cV cV I C4 C4 Iaa� DNA ARCHITECTS LLC. �► 415 S BABCOCK ST MELBOURNE FL 32901 3217279096 FAX 3217270810 AR0015738 do (3'do v9v o /. c om �11 THESE PLANS ARE AN - t��ni•^eG•v�•.�►� INSTRUMENT OF SERVICE AND ARE THE PROPERTDNA .I OF THE ARCAITECT.INFRINGEMENTS _Romb� WILL BE PROSECUTED. c t-Au ep-mie•l ogle i s I-• ___ ._ _� r__. r.. g Zx4, TdK T`� I I I I I I ! rl i I Ndo�/c sd' G M i.P W ALt.5 3 I -NI I j TO 4g1> •`emu 61 A ACT t a .I ..... IZCCFIr46, 0f4Vae LAy)L40NT,ANtp. GCS' ?1ht W tU. 'REFYtL.e1:;' U N1>&-R A. S A TE JERmir s Y R` f= ! N <:�-n N -1" f2-kG'T n P y r I��►�w� iil"�Illr�l '"� v "T Pu III�N�III 4 M SQUARE FOOTAGE CALCULATION :r �, �I i4 .� z C' AIR CONDITIONED AREA �'rfs' ? "eCy4 } •,` �� GROUND FLOOR 3038 SQ. FT, PROPOSED ADDITIONAL SQ. FT. 20 Q. FT. a it it TOTAL A/C AREA 3058 SQ, FT. ' PORCH AREA `r®VLORtJ��'d® FRONT ENTRY PORCH 66 �Q. FT I* Gam••• REAR SCREEN PORCH 425 $Q, FT,�� s'•.L GARAGE AREA 5g4 c�Q FT.`' �""` • w F ne TOTAL NON A/C AREA 1085 SO. FT. TOTAL AREA 4143 SQ. FT. ® fill I1101\0 CIARDULLO RESIDENCE 1489 NW Sweet Bay Circle, Palm City, FL 34990 DATE: 09/29/2021 DRAWING BY: GV CHECKED BY: DN SCALE: 1 /4" = 1'-0" DRAWING TITLE: FIRST FLOOR PLAN I 00 0 FIRST A101 SCALE: 1/4" 0 1 SCALE I FEET POOL EQUIP GAS POOL HEATER A/C COND WALL TILE MASTER BEDROOM KOHLER #K6368 MASTER BATH - GLASS 32 CL RII D00 5'-6 T IN W.I.C. U 16'-521" LIVING ROOM FOYER ENTRY i KOHLER CAXTON SINK #K-2000-0 75'-2" BREAKFAST I it KITCHEN �I ATRIUM DEN/ ROOM #4 19'-5" l 6'-5" SCREENED PORCH � L ��AT #3 BEDROOM GREAT ROOM #2 i BATH #2 ° CL. BEDROOM #3 BATH #4 7. I LAUNDRY_ X — = OLF CART I D I I — —- GARAGE Z U 16'-521" LIVING ROOM FOYER ENTRY i KOHLER CAXTON SINK #K-2000-0 75'-2" BREAKFAST I it KITCHEN �I ATRIUM DEN/ ROOM #4 19'-5" l 6'-5" SCREENED PORCH � L ��AT #3 BEDROOM GREAT ROOM #2 i BATH #2 ° CL. BEDROOM #3 BATH #4 7. 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THESE PLANS ARE AN INSTRUMENT OF SERVICE WLLT BE PROSEC,UTDE THE P OPERTYDNA OF THE ARCHITECT.INFRINGEMIENTS REV DATEI DESCRIPTION BY CIARDULLO RESIDENCE 1489 NW Sweet Bay Circle, Palm City, FL 34990 DATE: 09/29/2021 DRAWING BY: GV CHECKED BY: DN SCALE: 1 /411 = 1'-011 DRAWING TITLE: FIRST FLOOR PLAN '1 FIRST FLOOR DEMOLITION PLAN 102 SCALE: 1/4" = 1'-0" 0 1 2 4 8 16 SCALE IN FEET OVE 8" CMU WALL \ REMOVE 8" CMU WALL 75'-2" ®01111 it/,, ��o Cwj; F L O ., 00 J ,. so ER EI) 0 led,ta,artre�° DNA ARCHITECTS , LLC. 416 S BABCOCK ST MELBOURNE FL 32901 3217279096 FAX 3217270810 AR0015738 d I o l vCd�oJorr, THESE PLANS ARE AN DNA I F THE MENT OF SERVICE AND ARE THE PROPERTY OF THE ARCflITECT.INFRINGEMEN�fS WILL BE PROSECUTED. REV 1 DATEI DESCRIPTION HY CIARDULLO RESIDENCE 1489 NW Sweet Bay Circle, Palm City, FL 34990 DATE: 09/29/2021 DRAWING BY: GV CHECKED BY: DN SCALE: 1 /4" = 1'-0" #RAWING TITLE: FLOORFIRST DEMOLITION\ Wn 1'-2" O I rn I N I 1 ROOF PLAN A103 SCALE: 1/4" = V -0" 0 1 2 4 8 SCALE I FEET M 15-2�" REMOVE SADDLE T L — — — i—� REMOVE 12" CMU FRAME I 3'-0" j 6,_9� 5,-6" 61_92„ 3'-0" 3'-0" 1 43'-6„ REMOVE AND REPLACE SKYLIGHTS REPAIR OR REPLACE ROOF TILES SAME AS EXISTING I O IL — — — — — I I — REMOVE AND REPAIR WATER -� DAMAGE SOFFIT AND FASCIA AND RESTORE AS REQUIRED I I I I I I I I I ( I I I I I 1 I I I I I I I I I I I I II 16'-5" 81'-2" 23'-2" 3'-0" 3'-0" O I CD I i� N N r�ao I 00 `OF �F L O l��'�s o �• ��1l111t►�� DNA ARCHITECTS , LLC. 415 S BABCOCK ST MELBOURNE FL 32901 3217279096 FAX 3217270810 AR0015738 dnjdoVnaOo r n THESE PLANS ARE AN DNA INSTRUMENT OF SERVICET AND ARE THE PROPERY OF THE ARCHITF,CT.INH'FtClvGEMENT5 WILL BE PROSECUTED. REV I DATEI DESCRIPTION BY CIARDULLO RESIDENCE 1489 NW Sweet Bay Circle, Palm City, FL 34990 DATE: 09/29/2021 DRAWING BY: GV CHECKED BY: DN SCALE: 1 /4" = 1'-0" DRAWING TITLE: ROOF PLAN 1 r K U N I L L L V A I I U N A104 SCALE: 1/4" = 1'-0" 0 1 2 4 8 16 SCALE IN FEET 2 LEFT ELEVATION A104 SCALE: 1/4" = 1'-0" 0ow1 2 4 8 16 SCALE IN FEET ��g,111lljjj/' i • J DNA ARCHITECTS , LLC. 415 S BABCOCK ST MELBOURNE FL 32901 3217279096 FAX 3217270810 AR0015738 do odo o@oo1. ooM THESE PLANS ARE AN INSTRUMENT OF SERVICE RIT\ AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGF.MENTS WILL BE PROSECUTED. DNA DESCRIPTION CIARDULLO RESIDENCE 4; • - Palm City, FL 34990 DATE: 09/29/2021 DRAWING BY: GV CHECKED BY: DN SCALE: 1 /4" = 1'-011 DRAWING TITLE: ELEVATIONS I 00 r- 75'-2" 15'-21" 16 51" „ » p, „ ----- 2 --- 2-- -- ----- -- - - - _6 _O ------ 2-4 - - 7'-0 2 -4 19 -5 � I I ------------ --------------------____ i OO i-----+-- ------ — 00 I —__--_----- — — — — — — — — � � I I r -- — — - I I-- - -- j- I ! 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CIARDULLO RESIDENCE 1489 NW Sweet Bay Circle, Palm City, FL 34990 DATE: 09/29/2021 DRAWING BY: GV AG CHECKED BY: DN SCALE: 1 /4" = 1'-0" DRAWING TITLE: FOUNDATION PLAN 75'-2" E ED I1111111 00 0 G rn 1 00 l N I 00 C I 11 15'-22" 16'-54" a EXISTING ROOF TRUSS TO REMAIN (TYP.) A 01 REMOVE WALL / �X N- CD �I I ( 00 LJ v EXISTING WALL x, TO REMAIN b Wo z F- ,\ L —L — —I— — — RELOCATE LINTEL SUPPORTED O� NEW 8 CMU WALL, REMOVE WALL REMOVE SADDLE REPLACE TILE B A101 i 3 _ 0 6,_92„ 5'-6„ 6'-91 3'-0" -- — C� z 16'-5" EXISTIN BEAM T1 I w 1 EXI TING BAM a 43'-6" — EDGE OF ROOF EXISTINC BEAM s — EX STING R OF TRU S I T REMAIN (TYP.) JEXISTIEN WALL TO RM IN I DNA ARCHITECTS , LLC. 415 S BABCOCK ST MELBOURNE FL 32901 3217279096 FAX 3217270810 --------r AR0015738 ilkCdaV �?Ci0/. C0 THESE PLANS ARE AN O INSTRUMENT OF SERVICE AND ARE THE PROPERTY DNA OF THE ARCHITECT.INFRINGEMENTS i WILL BE PROSECUTED. 0 i --a �;vAG/Z�°. C1a < • e se°® R 1 t ®a,` REV I DATE I DESCRIPTION BY CIARDULLO RESIDENCE 1489 NW Sweet Bay Circle, Palm City, FL 34990 DATE: 09/29/2021 DRAWING BY: GV AG CHECKED BY: DN SCALE: 1 /4" = 1'-0" DRAWING TITLE: ROOF TRUSS FRAMING PLAN S102 ., .,