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HomeMy WebLinkAbout216 Elm Ave 16-2458 (a4)F HEETlAL HOU. �R.INDEX0 S SSl/VGLE FAIL yR�SIDEIV T � SHEET & CONSTR. NOTES. 1 COVER S CO 8ELEVATIONS 2 SITE PLAN 9 ELEVATIONS SI<onlcczn _ FOUNDATION PLAN 1 30 ELECTRICAL PLAN ANFORD FLORIDA _14 SOU TH ELM AVENUE S 32746, 2 4 F 00 _LR. FLOOR PLAN 11 ROOF PLAN::. 5 DETAIL NOTES S & 0 S Z 6 SECTION DETAILS GENERAL CONDITIONSAND 7sEcTI N DETAILS w s, u � r - 0 - Cl - GENERAL NOTES G E NE IAL C w - z TERMITE PROTECTION w GENERAL 1. SCOPE OF WORK INCLUDES LOT CLEARING, SITE GRADING, UTICITIES AS REQUIRED.uIRED CONSTRUCT 2. REINFORCING ACCESSORIES: R 010 FB BUILDING NTS PER 2 C B I NG COMPONE AND ITS SURROUNDINGS L UIR D NT TO THE FLORIDA BUILDING CODE 2010 ED.- 1. R E TO BE PROTECTED FROM TERMITE w HOUSE AS SHOWN ON THESE PLANS AND PURSUANT , NEW ,. CHAIRS SHALL BE PROVIDED .UNDER THE REBAR SHALL BE OF 0 ' 'INDIVIDUAL HIGH IRS L DAMAGE IN ACCORDANCE WITH 1816 AND 2304,11, SPECIFICALLY ,.t. JIBED TO BE INSPECTED FOR TERMITES OR ` , ` _ - X FACE OF WALL. V' w FROM FA LL TOREQUIRED CHEMICAL 0 TR DIMENSIONS ARE R CE OF WAEQ TO HAVE EM AL S IL TREATMENT IN ACCORDANCE V, H 1816 SHALL 2. UNLESS OTHERWISE_ NOTED, PROPER HEIGHT FOR THICKNESS, AND SHALL NOT BE OVER 4 0 O.C.O.C.. MAXIMUM, UNLESS NOT. BE COVERED OR HAS w - CONCEALEDUNTIL THE.R AS FROM THE i S INDICATED. REBAR SHALL NOT EXTEND OVER 1 0 BEYOND CHAIRS. NTI RELEASE R M E BUILDING OFFICIAL HA.. BEEN RECEIVED BUILDING PERMITS THESE OTHERWISE INDI A DI DEPARTMENT ISSUING „ RV L BY THE BUILDING , 3• UPON REVIEW AND APPO A S OTHERWISE INDICATED. REQUIREMENTS AND R EBAR SHALL BE N0: 5 CONTINUOUS 4 0 O.C. MAXIMUM UNLES 0 ER ED PLANS SHOULD COMPLY WITH THE APPLICABLE MINIMIU M BUIDLING CODE Q SLEEVES, AND OPENINGS. z T LOCAL AUTHORITY IN ACCORDANCE WITH EMBEDMENTS SL z FIRE SAFTY STANDARDS A S DETERMINED BY HE 2. TERMITE PROTECTION SHALL BE PROVIDED BY G Q / REGISTERED TERMITI(IDES OR OTHER APPROVED CHAPTERS 533 AND. 633 FLORIDA STATUES. IT 1S THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE LOCATION AND INSTALLATION OF A E METHODS OF m TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE EN CAST 0 THE STRUCTURAL POUR FOR THE SUPPORT OF MATERIAL AND EQUIPMENT - T TREA M T TO NEW CONSTRUCTION, PER SECTION o ANCHORAGE DEVICES AS T Q 81 1 6. T D AND FURNISHED BY VARIOUS TRADES. ALL EMBEDDED CONDUIT .SHALL NOT BE SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE. CODES THAT INSTALLED ALLE 4. ALL CONTRACTORS 0 AND REGULATIONS. LIGHTER THAN STANDARD SCHEDULE 40 PVC PIPE AND SHALL BE SPACED NOT LESS THAN 6" O.C. 3. ALL BUILDINGSSHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES._ A CERTIFICATE CO t ICA E OF COMPLIANCE SHALL. BE ISSUED TO THE BUILD � DEPARTMENT THE JOBSITE PRIOR TO OUTSIDE DIAMETER SHALL NOT EXCEED ,1 3 THE SLAB THICKNESS. ALUMINUM PIPE OR IN RTMENT BY THE LISTED PEST 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT H IN CONCRETE. ALL. PENETRATIONS 'THROUGH BEAMS AND SLABS - CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT. K AND SHALL REPORT ALL DISPCREPAN CIES BETWEEN THE DRAWINGS AND CONDUIT SHALL NOT BE EMBEDDED COMMENCING THE WOR Q SITE CONDITIONS. MUST BE SLEEVED, CORE DRILLING IS TO BE AVOIDED. "THE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT H GER T E T FOR THE i✓REVENTION OF SUBTERRANEAN TERMITES. THE STRUCTURAL DRAWINGS AND LAR THAN 1 1 2 O.D. SHALL EVES OR CONDUIT NOT SHOWN ON H N SLE / _ ANCHORS ANGLES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED UI INTO THE WORK ALL INSERTS A Q SHAD BY THE FLORIDA DEPT. OF AGRICULTURE 6. CONTRACTOR SHALL SUPPLY LOCATE AND BUILD , RECEIVE WRITTEN APPROVAL PRIOR TO PLACEMENT. SLEEVES. SHALL BE LOCATED A MINIMUM OF REQUIRED. TES OPENINGS SLEEVES HANGERS, SLAP DEPRESSIONS AND PITCHES AS Q „ AND CONSUMER SERVICES. PLA , 12 FROM THE FACE OF ANY COLUMN. SLEEVES SHALL BE SPACED A MINIMUM OF 6" O.C.r z Y Q DRAINAGE. CONCRETE SHALL NOT BE LESS THAN OF �riE ENGINEER AND MAY E SLABS WHERE REQUIRED FOR THE 7. AS INSTRUMENTS OF SERVICE ARE THE PROPERTY PITCH CONCRETE Q THESE DOCUMENTS, 4. CERTIFICATE OF PROTECTIVE TREATMENT FOR PREVENTION OF TER,.ITES. A WEATHER RESISTANT JOB SITE o CONSENT FROM THE ENGINEER. T BE USED OR REPRODUCED WITHOUT THE EXPRESS AND WRITTEN C MINIMUM .SLAB THICKNESS SHOWN. POSTING BOARD SHALL BE PROVIDED T NO 0 RECEIVE DUPLICATE TREATMENT CERTIFICATES AS EACH. REQUIRED _ ALL ANCHORS, INSERTS, AND PLATE EMBEDS FOR THE SUPPORT OF STEEL SHALL BE PLACED IN PROTECTIVE TREATMENT IS COMPLETED, PROVIDING A COPY FOR THE PERSON TO WHOM THE PERMIT IS ISSUED •� z AND INSTALLATION OF THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN PROVED SHOP DRAWINGS IN CONJUNCTION WITH THESE DRAWINGS. AND ANOTHER COPY F '� i3. MECH ACCORDANCE WITH AP OR THE BUILDING. PERMIT FILES. THE TREATMENT CERTIFICATE SHALL PROVIDE THE H.V. A. C. SYSTEM. .HEATING AND COOLING SHALL COMEORM TO THEASHRAE GUIDE. PRODUCT .USED, IDENTITY OF THE APPLICATOR TIME AND DATE OF THE TREATMENT, REA MENT, SITE LOCATION, AREA a TREATED, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED TO ESTABLISH A 9. CEILINGS TO MEET FLORIDA ENERGY CODE CTI INSTALL INSULATION AT EXTERIOR WALLS AND CEIL r WITH THE VERIFIABLE RECORD OF PROTECTIVE TREATMENT.. IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE o FOLLOWING GUIDELINES: PREVENTION IS USED FINAL EXTERIOR TREATMENT' SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. ROOF ®VAULTED CEILING, BATT INSUL. R 30 MASONRY w = T FRAME WALLS R 13 5. NOTICE OF TERMITE PROTECTION. CONTRACTOR TO PROVIDE RECEIFT OF TERMITE TREATMENT UNDER w CMU WALL R= 6,. 1. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530.1-99 „.>PECIFICATIONS FOR MASONRY NEW. SLAB. - Q FLOOR R=13 STRUCTURE", UNLESS MORE STRINGENT REQUIREMENTS ARE. SPECIFIED. O 6. NO WOOD -VEGETATION STUMPS DEAD ROOTS CARDBOARD, - - z , OARD, TRASH OR OTHER CELLULOSE CONTAINING • S WITH GROUT CONTAINING REINFORCING STEEL ANCHOR BOLTS WEDGE ANCHORS OR _ VERIFIED BY H.V.A.C. CONTRACTOR. FILL ALL CELL , 10. THE ABOVE VALUES ARE A MINIMUM AND SHALL BE VER POSITION MATERIAL SHALL BE BURIED ON THE BUILDING LOT WITHIN 15 FEE"' OF ANY BUILDING OR THE POSITION OF OTHER FASTENERS AS SHOWN. HOLD ALL REINFORCING IN PROPER OSITION WITH THE CELL PRIOR > „ „ „ ANY BUILDING PROPOSED TO BE BUILT. w S TO FOR AIR FLOW. AND DURING GROUTING. PROVIDE 8 DEEP PRECAST CONCRETE OR MASONRY U LINTELS OVER ALL o T SAVE VENTS BETWEEN RAFTER CLOW 11. PROVIDE INSULATION BAFFLES A , 7. OF AFTER COMPLETION FOUNDATION WORK LOOSE WOOD AND .D DEBRIS SHALL BE COMPLETELY REMOVED FROM WINGS. .REINED NT WITH 1-#5AND Q MASONRY WALL OPENINGS AS INDICATED ON THE DRAWINGS. RCE LINTEL B OF UNDER THE BUILDING AND WITHIN 1 ONE FOOT THEREOF. NEW BATHROOM SHALL BE VENTED TO THE OUTSIDE WITH AN EXHAUST FAN CAPABLE S OTHERWISE INDICATED. CUT OUT BOTTOM OF LINTEL. AT THE (ONE) ALL WOOD FORMS- AND SUPPORTS SHALL BE � 12 _ FILL SOLID WITH CONCRETE UNLESS „ „ _ PRODUCING A MIN. OF 4 AIR EXCHANGES PER HOUR. RANGE HOODS ARE NOT REQUIRED TO COMPLETELY REMOVED. THIS INCLUDES BUT IS NOT LIMITED T OF PROD U D BEARINGS SHALL BE 4 FOR FILLED LINTELS AND 6 1 2 FOR UNFILLED � C` OODEN GRADE STAKES, FORMS, BEARINGS. MINIMUM r / CONTRACTION SPACERS TUB TRAP BOXES PLUMBING SUPPORTS, ^' o BE VENTED TO THE OUTSIDE. � MBING SUP R .�, sACING, SHORING, FORMS OR OTHER TED. ALL BRICK' SHELVE ANGLES SHALL BE HOT DIPPED GALVANIZED r LINTELS, UNLESS OTHERWISE INDICA , LI _ • CELLULOSE CONTAINING MATERIAL PLACED IN LOCATION OR LOCATION TO HOUSE ELECTRICAL ANY LOC WHERE SUCH MATERIALS ARE NOT CLEARLY _ DETECTORS SEE FLOOR PLAN F SS OTHERWISE INDICATED. ADJUST HORIZONTAL LEG SIZE AS � � 13. CONNECT ALL SMOKE ( ) MINIMUM ANGLE 4X4X3/8 UNLESS VISIBLE AND READILY REMOVABLE PRIOR TO 'COMPLETION OF THE WORK. 0 THAT ALL WILL SOUND WHEN ONE IS ACTIVATED. „ WOOD SHALL NOT BE STORED IN H ONE S T,• NECT EACH FACE.. AND INTERCON ED TO BE WITHIN 1 2 OF BRICK w SYSTEMA REQUIRED / CONTACT WITH THE GROUND UNDER ANY BUILDING,. EXCEPT THAT ,:�r,TERIALS WHICH ARE OF NATURALLY z DURABLE ARE - z DU WOOD OR E PRESSURE TREAT FOR GROUND CONTA i ED 0 UN G AND WHICH ARE INSTALLED WITH AT F� MBING F Q HARDWARE, FIXTURES APPLIANCES DOOR , FINISHES CASEWORK KITCHEN 116 O.C. BOTH WAYS ACCORDING TO FLORIDA BUILDING 14. INTERIOR 2. BRICK VENEER TIES SHALL BE SUPPLED %. � SELECTED BY THE OWNER. LEAST SIX INCHES CLEAR .SPACE. FROM THE STRUCTURE TO ALLO,� FOR INSPECTION AND TREATMENT FOR ARE TO BE CODE 2010 SECTION 703 FOR WALL TIE INFORMATION.} TERMITES. z OUTS PROFILES AND CALCULATIONS AS REQUIRED Q 15. TRUSS MANUFACTURER SHALL PROVIDE TRUSS LAYOUTS, 8• IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION; C! EARANCE B EXTERIOR W z T ,, BETWEEN ALL. DEPARTMENT. THE TRUSS PACKAGE SHALL BE PROVIDED TO ,HE STRUCTURAL ,." BY THE BUILDINGCOVERINGS AND FINAL EARTH GRADE ON H EXTERIOR A BU! !.INr r N E THE R OF � SHALL NOT BE LESS THAN 6, EXCEPT w T. 0 ENGINEER FOR HIS REVIEW. THE ENGINEER WILL RELY ON THE :BUSS PACKAGE FOR UPLIFT AND GRAVITY AS FOLLOWS:.. z THE STRUCTURAL Q OF AND FLOOR IF APPLICABLE) SYSTEMS. LAND LOAD ANALYSIS FOR THE ROOF ) p �± p N + a PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN: b 8 THICK ADHERED DIRECTLY TO T ( WOOD FRAMING_SPECIFICATIO S O - / IRECTL HE MASONRY; THE FLOOR PLANS IF WHEN A CONFLICT OCCURS. TRUSS DRAWINGS SHALL PREVAIL OVER / FOUNDATION SIDEWALL RECORD COP _ Y o b ACCESS OR VEHICLE RAMPS WHICH RISE TO THE INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF o 1. ALL BEAMS COLUMNS, AND RAFTERS, SHALL BE SOUTHERN YELLOW PINE NO. 2 GRADE OR BETTER.w SUCH RAMPS ONLY, a c A 4 INSPECTION D GARAGE SLABS AND ENTRY AREAS 2. E PINE OR FIR. PECTIO SPACE CE ABOVE PATIO AN JOIST, STUDS, PLATES, ETC UNO SHALL BE N0. 2 SPRUCE, d IF PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR FINISH FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY _ 3. SIMPSON HARDWARE GENERAL NOTES.. N o e MASONRY VENEERS E WOOD N o IN SIMPSON STRONG TI CONSTRUCTION CONNECTORS A. SEE INSTRUCTIONS TO THE INSTALLER" 9. PORTIONS z PRESERVATIVE TREATED -.WOOD SHALL BE USED FOR OF WOOD MEMBERS WHICH FORM THE ' - READ ALL P QSO NEED TO A AGES OF .+ EARTHWORK &FOUNDATION 2004 ..MANUAL CATALOG C 2001 INSTALLERS AL L NOTES. � , ( ) N NU STRUCTURAL SUPPORTS OF BUILDINGS, BALCONIES, PORCHES, OR 5�,,��LAR PERMANENT BUILDING B. NAIL CONNECTOR TO WOOD MEMBERS. AS INDICATED IN THE SIMPSO MANUAL. Q OSE TO THE WEATHER. WT C. WHEN EMBEDDED STRAP IS MORE THAN 1-1/2" FROM TRUSS BEARING SIMPSON MTSM-20 MAY BE APPURTENANCES WHEN SUCH MEMBERS ARE EXPOSED WITHOUT ADEQUATE PROTECTION FROM / � 0 PREVENT MOISTURE ACCUMULATIC.�J ON T z NG A ROOF, EAVE, OR OVERHANG TO PRE EN HE SURFACE OR AT JOINTS TION WAS NOT PERFORMED AND A GEOTECHNICAL ENGINEERING REPORT 1. SUBSURFACE INVESTIGATION TAPCONED TO BOND BEAM USE 4 MIN. 2 1 ' 4X1 4 DIA... TAPCONS EA. STRAP. USE 7-10D NAILS AT - O / / BETWEEN MEMBERS. INCLUDED ARE. GIRDERS, .JOISTS, DECKING AND VERTICAL MEMBERS SUCH AS POSTS N WAS AVAILABLE FOR FOUNDATION DESIGN OF THIS PROJECT. IF CONTRACTOR & OWNER DEEM „ w WA EACH TRUSS. THIS IS GOOD FOR UP TO 1,000 POUNDS OF UPLIFT 2 MTSM 20 :CAN BE USED TO POLES AND COLUMNS. ACQUIRE IT NECESSARY TO HAVE THESOILTESTED, THE CONTRACTORS SHALL HELP THE OWNER AC Q N A MAX: UPLIFT OF 2000 POUNDS. WHEN EMBEDDED STRAP IS MORE THAN 1 4 FROM TO HOLDDOW / z. SUBSURFACE SOILS _10. Q GEOTECHNICAL ENGINEER TO PERFORM SUBSU ALL POSTS, POLES AND COLUMNS SUPPORTING PERMANENT STRUCTURES AND EMBEDDED IN CONCRETE WHICH THE SERVICES OF A QUALIFIED BUT LESS THAN 1.5 TO THE BEARING MEMBER THEN SHIM TO FPLC THE GAP AS NAILER.. SHIM _SHALL - HCH INVESTIGATIONS AND PROVIDE RECOMMENDATIONS FOR FOUNDATION DESIGN (INCLUDING SOIL IS IN CONTACT WITH THE GROUND SHALL BE APPROVED PRESERVATIVE .TREATED WOOD SUITABLE OR Cn N EXTEND FULL HEIGHT AS NEEDED. Q BEARING DESIGN PRESSURE; COMPACTING CRITERIA, AND PERFORM SOIL TESTING WITH REGARD TO APPROVED FOR GROUND CONTACT USE OR SHALL BE APPROVED NATURALLY DURABLE W w G CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR D CONTRACTOR MAY SUBSTITUTE CONNECTORS OF EQUAL QUALITY PERFORMANCE AND MATERIAL WOOD. MUCK OR ORGANIC STRATA. DURING , ID SPCIFICATIONS AS SIMPSON. 11, WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF z PERFORMING ALL EARTHWORK OPERATIONS IN STRICT ACCORDANCE WITH THIS REPORT. IF FOUNDATION RECOMMENDATIONS AND ALLOWABLE SOIL CAPACITY DIFFER FROM THE DESIGN ASSUMPTION OF EXTERIOR MASONRY OR CONCRETE WALLS BELOW GRADE SHALL BE APPROVED PPROVED NATURALLY DURABLE OR T -T EATED WOOD. 2000 PSE, THEN MODIFICATIONS TO THE DRAWINGS WILL BE REQUIRED. SHOULD THIS OCCUR, THE PRESERV A IVE R CONTRACTOR SHALL STOP CONSTRUCTION AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. w 12•' AT MASONRY CONSTRUCTION: CELLS AND CAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN BRICK, STONE VENEERS T A _ 2: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE OR MASONRY AND THE STRUCTURE SHALL BE CLEANED Cr ALL NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE WOOD 0R OTHER CELLULOSE CONTAINING MATERAL PRIOR E AND FOUNDATION CONSTRUCITON • RTO CONCRETE GOVERNMENTAL AGENCY HAVING JURISDICTION AND SHALL CONFORM TO ALL SAFETY SANITARY PLACEMENT. LAWS, CITY, COUNT/ w Y STATE AND/OR FEDERAL ORDINANCES WHICH APPLY. C CD ANDOWNSPOUTS SHA L DISC G z 13. CONDENSATE LINES D ROOF L DISCHARGE LEAST ONE FOOT AWAY FROM THE , Q _ `9P IANCE 'STEPPED' REVIE1r1 ED FOR CODE COh L 1. FOOTINGS SHALL BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF AN1 ORGANIC MATERIAL AND STEPPED STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EX ENSIONS OR SPLASH BLOCKS. Q T BELOW THE FINAL GRADE.' w AS REQUIRED. TO MAINTAIN THE REQUIRED DEPTH IRRIGATION/SPRINKLER SYSTEMS AND RISERS FOR SPRAY HEADS SHALL NOT BE INSTALLED WITHIN ONE FOOT _ OF THE BUILDING SIDEWALL: PLANS EXAMINER _ 2. FILL MATERIALS L HAL BE FREE OF VEGETATION AND ORGANIC MATERIAL CONCRETE SPECIFICATIONS 11-1`-1(0 z ,, Q E FOUNDATION SHALL EXTEND NO LESS THAN 1` BELOW FINISH GRADE BUT IN ALL DATE c 3. THE BOTTOM OF TH FOUN A , SHALL EXTEND TO NATURAL SOLID VIRGIN GROUND OR COMPACTED FILL w GASES BUILDING CODE DATA •_ w I, READY MIX CONCRETE. „ U OF 8 ABOVE FINISHED GRADE TO THE BOTTOM EDGE OF SIDING. AT THE FOOTER. - I ACCORDANCE WITH 4, PROVIDE A MINIMUM CONCRETE SHALL BE TRANSIT MIXED CONCRETE BATCHED, MIXED AND SUPLUED N FINISH GRADE- SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR PROPER DRAINAGE. z ASTM C94. OCCUPANCY TYPE _ I DIVISION R SINGLE FAMILY RESIDENCE. SANFORD BUILD NG CONSTRUCTION TYPE B -RUED TO B EA - CONCRETE SPECS. f- 5 T ED SHALL BE CONS 2. 5. CONCRETE STRENGTH SHALL MEET OR .EXCEED THE. FOLLOWING C0�„ RESSLVE STRENGTHS AT 28 DAYS .CURE. A PERMIT ISSUED r 4 N PER CU. YARD MINIMA K AND NOT AS STANDARD WEIGHT CONCRETE. 3000 PSI STRENGTH AT 28 DAYS, 470 LB_. CEMENT , T NO. OF STORIES 1 LICENSE TO PROCEED WITH'THE WOR °o R ET' CANCEL ALTER 0 S WATER CEMENT RATIO TO BE 0.58 MAXIMUM. AUTHORITY TO VIOLATE, , --FOUNDATIONS FOOTINGS NOT EXPOSED 3000. PSI / FIRE PROTECTION PROVIDED NO TECHNICAL w ,.PROVISIONS OF THE TECH C WEIGHT CONCRETE FOR 2 PUMP MIX IF REQUIRED . 3000 PSI STRENGTH AT 28 DAYS, 470 #lits ASIDE ANY OF THE PRO S w STANDARD WEI ( ) TO WEATHER „ NOR SHALL ISSUANCE OF A; PERMIT PREVENT A SMOKE DETECTION SYSTEMS YES CODES, CEMENT PER C.Y. MINIMUM, W C RATIO, 0.58 MAXIMUM, 900 LBS. MINIMUM OF 3/8 COARSE AGGREG TE / __ NTERIOR SLABS ON GRADE3000 PSI THE BUILDING OFFICIAL FROM THEREAFTER STANDARD WEIGHT CONCRETE FOR MASONRY FILL CELLS ONLY: 3000 PSI STRENGTH AT 28 DAYS WITH A EMERGENCY IGHTI&EXIT SIGNS NO REQUIRING A CORRECTION OF RRO IN PLANS, 5 �oz FOUNDATIONS EXPOSED 3000 PSI ^n HI OE a ASS OF CONCRETE. NOT TO �£ T SCO MAXI NOTE: THIS CL TI N GF "MIN. W C RATIO 0.65 MUM. 4 RVIOLA VIOLATIONS AGGREGATE 3 8 CONSTRUCTION O COARSE P N TR C O 1 O S U / WIND PEED- ult 4L, ��.. H c / ,TO THE WEATHER $ N FOR COLUMNS OR TIE BEAMS. TEST IN ACCORDANCE WITH ASTM C 1019 --EXTERIOR SLABS &STEPS 3000-4000 PSI(SIE DETAILS FOR .LOCATION WIND IMPORTANCE FACTOR 1.0 - • BUILDING CATEGORY ENCLOSED 3. ENTRAINMENT. EXPOSED TO .WEATHER AIR r-. `� 2 % To 4% ALL CONCRETE WIND EXPOSURE CATEGORY` B 1 0.1'�I;t�CTION TEST # 6 2 4 5 8 6. CONCRETE FLOOR SLABS SHALL BE CONSTRUCTED WITH NO INTERVENNG OF SPACE BEWTEEN THE Q REQUIRED 0.1 Q INTERNAL PRESSURE COEF. ` 8 SSU FLOOR SLAB &BUILDING WALLS. ALL OPENINGS IN THE FLOOR SLAB SHALL BE PROPERTY PROTECTEDz Results- to be Verified o AGAINST. THE PASSAGE OF TERMITES AND RODENTS. MAX. DESIGN WIND PRESSURE 35.3/-47.2.P.S.F., at Slab Inspection N �,p REINFORCING STEEL SPECIFICATIONS WIND. BORNE DEBRIS REGION •vG 7. CONCRETE DRIVEWAY TO HAVE CONTROL JOINTS. rSANFORD AT 5'-0" C.C.HI VELOCITY HURRICANE ZONE NO 8. CONCRETE SIDEWALKS TO HAVE 3/4 INCH TOOLED JOINTS NG STEEL SHALL BE NEW DEFORMED BARS FREE FROM SCALE AND OIL AND SHALL RISK CATEGORY 2ALL REINFORCI> - EINFORCING FOR FOOTINGS SHALL BE SUPPORTED ON PRECAST CONCRETE' VI E F -ASTM A 615. R A-615 GRADE 40 AND WELDED R ABRIC WWF TO BE 6 -MEET 9. REINFORCING STEEL TO BE MINIMUM ( ) 6X10 10, U.N.O. ,,,JBLOCKS OR METAL CHAIRS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY„MTORW OR BARRIER LAPPED NOT LESS. THAN 12 AND TAP p the z 10. PROVIDE 6 MIL MIN. POLYETHYLENE VAP ED UNDER ALL qR�� A1€ivbcdor3e; STRINGERS.. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE BY USING BUILDING CODES IN EFFECT. - REINFORCING WHERE OrApparieftM OSS REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN ADDITIONAL CR 11. F NEW CONCRETE SLAB AN) FOUNDATIONS. PROVIDE TERMITE TREATMENT AT AREAS 0 � z FLORIDA BUILDING CODE RESIDENTIAL 2014 NATIO NAL ELECTRIC CODE NEC 2011 t d* - PERMITTED SHALL HAVE A 25 MIN: LAP SLICE. MINIMUM CLEARANCES UNLESS SHOWN OTHERWISE But)111' wop CONCRETE SLABS UNDER ROOF. , ARE AS FOLLOWS. 1d N FLORIDA FIRE PREVENTION CODE 2014 w t r 12: AS INDICATED. ALL BARS SHALL 3E STANDARD AND CONFORM APPL.. B „ REINFORCE FOOTINGS W 5 BARS. 0 FORM TO _A LE NEPA STATE, FEDERAL 0 SURFACE EXPOSED TO AIR CLEAR T A305. I � _ FOOTINGS. TOP. 2 ASTM DESIGNATION FLORIDA PLUMBING CODE 2014. AND ' A FOCAL CODES &ORDINANCES w BOTTOM AND UNFORMED EDGES. / 1 2 CLEAR TO SURFACES S EXPOSED TO EARTH 1 AS MAY BE USED IN LIEU OF 6X6 -10X10 WW • REINFORCEMENT F IF THE MIXTURE „ 13. FIBER MESH CONCRETE E X E z FLORIDA MECHANICAL CODE 2 14 0 BEAMS, COLUMNS, AND WALLS. 1 1 /2 CLEAR TO TIES REINFORCING. SUPPLIER TO BE AN ACCEPTABLE EQUIVALENT. „ IS :CERTIFIED BY THE SU Q . w SLABS.,TOP AND BOTTOM REINFORCING: 3/4 CLEAR: 75 o THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR w EXCEED THE 140 MPH ULTIMATE WIND SPEED VOLT J t REQUIREMENTS OF THE 5th EDITION 2014 FLORIDA BUILDING CODES & THE 2011 NEC. Cn O J N W LO =E w � Ny O Z w C7 Z p N V N C= -. W Z Z Cj , uj N J FlLE CD� o W�,�N 0 ZZ d -CD m m w00 w cn � J 0 LVwi x N a Cl -LV =M,1� oma Z m W O O _ o. • J Z C::5 � z V ,y, Z 0 W = O J p 2 uj.C3 C-1)Cn Z p z NLj CUD- Z _ G`¢ - W � m 0= - U "may U) z 0 z 2 Q Q 0 Fl- , o N rn M un 00 V J LL W m O �lJ F-• w - DRAYM BY N BY 5) G DATE 3/28/2016 REVISION REVISION DATE FlLE SCALE s No e A t SHEET A_. 1 /11