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HomeMy WebLinkAbout505 Valencia St 18-1532; GARAGEry O SANV U AR 2 7 2018 4, P Flit O PAffi°`tI.f,__-_�/ �kob Address: Tarcel ID: Type of Work Building & Fine Prevention Division PERMIT APPLICA'T'ION A,Ppliciltion No: p A- 1531 Documented Construction Value: $ Historic District: Yes ❑No� Residentiao Commercial[—] Newz Addition[—] Alteration Repair Demo❑ Change of Use❑ Move Description of Work: /Z -%`I ( /-1 LLLt--- Plan Review Contact Person: MI/XE���� Title: Phone: `�U�� Lf % _ 0�7 Fax: -//16 ;137,1 1 '�5q Email:lrll�-- f� n Property Owner Information Name/4. I�O� �f% Phone: Street: 2Q�C���t`P/I �� Resident`of pi operty :_ t5� City, State Zip: Contractor Information Nance Street: City, State Zip: Phone: Fax: State License No.: Architect/Engineer Information Name:--�� (_,7/ L 1--, Street: City, St, Zip: Bonding Company: Address: Phone: �✓ l�L Fax - E -mail: Mortgage Lender: �- '� Address:�� %�� ✓�'� '- ��/"tv P k I, -3z'771 WARNING TO OWNER: YOUR FAILURE TO RECORD.A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE ,OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 1F YOU INTEND `1'O OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit mist be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. F1ic lo -,-),3 Shall be inscribed with the date of application and the code in effect as of that dale: 6°i Edition (2017) Vlorida Building Code ,t Permit Application 1` Revised: January 1, 20 18 SINGLE FA 1VV Y RESOFIVT/AL A DDITION FOR, 0 MII<E NANCY ROBERTS 505 VALENCIA STREET SANFORD, FLORIDA GENERAL CONDITIONS AND NOTES 11`i� � 1 10 A 11, ''1 F "Pon- M, -gill GENERAL 1. SCOPE OF WORK INCLUDES LOT CLEARING, SITE GRADING, UTILITIES AS REQUIRED. CONSTRUCT NEW HOUSE AS SHOWN ON THESE PLANS AND PURSUANT TO THE 6th EDITION 2017 FBC. 2, UNLESS OTHERWISE NOTED, DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL. 3. UPON REVIEW AND APPORVAL BY THE BUILDING DEPARTMENT ISSUING BUILDING PERMITS, THESE PLANS SHOULD COMPLY WITH THE APPLICABLE MINIMIUM BUIDLING CODE REQUIREMENTS AND FIRE/SAFTY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 533 AND 633 FLORIDA STATUES. 4. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 5, THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING THE WORK AND SHALL REPORT ALL DISPCREPANCIES BETWEEN THE DRAWINGS AND SITE CONDITIONS. 6. CONTRACTOR SHALL SUPPLY LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAP DEPRESSIONS AND PITCHES AS REQUIRED. 7. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS AND WRITTEN CONSENT FROM THE ENGINEER. 8. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE H.V.A.C. SYSTEM. HEATING AND COOLING SHALL COMFORM TO THE "ASHRAE" GUIDE. 9, INSTALL INSULATION AT EXTERIOR WALLS AND CEILINGS TO MEET FLORIDA ENERGY CODE, WITH THE FOLLOWING GUIDELINES: ROOF @ VAULTED CEILING, BATT INSUL. R=38 FRAME WALLS R=13 CMU WALL R= 6 FLOOR R=13 10. THE ABOVE VALUES ARE A MINIMUM AND SHALL BE VERIFIED BY H.V.A.C. CONTRACTOR. 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS, TO ALLOW FOR AIR FLOW. 12, NEW BATHROOM SHALL BE VENTED TO THE OUTSIDE WITH AN EXHAUST FAN CAPABLE OF OF PRODUCING A MIN. OF 4 AIR EXCHANGES PER HOUR. RANGE HOODS ARE NOT REQUIRED TO BE VENTED TO THE OUTSIDE. 13. CONNECT ALL SMOKE DETECTORS (SEE FLOOR PLAN FOR LOCATION) FO ¢HOUSE ELECTRICAL SYSTEM AND INTERCONNECT EACH ONE, SO THAT ALL WILL SOUND WHEN „ONE IS ACTIVATED. 14. INTERIOR FINISHES, CASEWORK, KITCHEN APPLIANCES, DOOR HARDWARE, PLUMBING FIXTURES ARE TO BE SELECTED BY THE OWNER. 15, TRUSS MANUFACTURER SHALL PROVIDE TRUSS LAYOUTS, PROFILES AND CALCULATIONS AS REQUIRED BY THE BUILDING DEPARTMENT, THE TRUSS PACKAGE SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER FOR HIS REVIEW. THE ENGINEER WILL RELY ON THE TRUSS PACKAGE FOR UPLIFT AND GRAVITY LOAD ANALYSIS FOR THE ROOF AND FLOOR (IF APPLICABLE) SYSTEMS. THE STRUCTURAL AND TRUSS DRAWINGS SHALL PREVAIL OVER THE FLOOR PLANS IF/WHEN A CONFLICT OCCURS. EARTHWORK & FOUNDATION 1, SUBSURFACE INVESTIGATION WAS NOT PERFORMED AND A GEOTECHNICAL ENGINEERING REPORT WAS NOT AVAILABLE FOR FOUNDATION DESIGN OF THIS PROJECT. IF CONTRACTOR & OWNER DEEM IT NECESSARY TO HAVE THE SOIL TESTED, THE CONTRACTORS SHALL HELP THE OWNER ACQUIRE THE SERVICES OF A QUALIFIED GEOTECHNICAL ENGINEER TO PERFORM SUBSURFACE SOILS INVESTIGATIONS AND PROVIDE RECOMMENDATIONS FOR FOUNDATION DESIGN (INCLUDING SOIL BEARING DESIGN PRESSURE, COMPACTING CRITERIA, AND PERFORM SOIL TESTING WITH REGARD TO MUCK OR ORGANIC STRATA. DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL EARTHWORK OPERATIONS IN STRICT ACCORDANCE WITH THIS REPORT. IF FOUNDATION RECOMMENDATIONS AND ALLOWABLE SOIL CAPACITY DIFFER FROM THE DESIGN ASSUMPTION OF 2000 PSF, THEN MODIFICATIONS TO THE DRAWINGS WILL BE REQUIRED. SHOULD THIS OCCUR, THE CONTRACTOR SHALL STOP CONSTRUCTION AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE GOVERNMENTAL AGENCY HAVING JURISDICTION AND SHALL CONFORM TO ALL SAFETY AND SANITARY LAWS, CITY, COUNTY, STATE, AND/OR FEDERAL ORDINANCES WHICH APPLY. CONCRETE SPECIFICATIONS ; 1. READY MIX CONCRETE: CONCRETE SHALL BE TRANSIT -MIXED CONCRETE BATCHED, MIXED AND SUPLUED IN ACCORDANCE WITH ASTM C94. 2, CONCRETE SPECS: STANDARD WEIGHT CONCRETE: 3000 PSI STRENGTH AT 28 DAYS, 470 LBS. CEMENT PER CU. YARD, MINIMUM, WATER CEMENT RATIO TO BE 0.58 MAXIMUM. STANDARD WEIGHT CONCRETE FOR 2" PUMP MIX (IF REQUIRED): 3000 PSI STRENGTH AT 28 DAYS, 470 LBS. CEMENT PER C.Y. MINIMUM, W/C RATIO, 0.58 MAXIMUM, 900 LBS. MINIMUM OF 3/8" COARSE AGGREGATE. STANDARD WEIGHT CONCRETE FOR MASONRY FILL CELLS ONLY: 3000 PSI STRENGTH AT 28 DAYS WITH A COARSE AGGREGATE 3/8" MIN, W/C RATIO 0.65 MAXIMUM. NOTE: THIS CLASS OF CONCRETE NOT TO BE USED FOR COLUMNS OR TIE BEAMS. TEST IN ACCORDANCE WITH ASTM C 1019 3. AIR ENTRAINMENT: 2% TO 4% ALL CONCRETE REINFORCING STEEL SPECIFICATIONS 1 ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM SCALE AND OIL AND SHALL MEET ASTM A-615. REINFORCING FOR FOOTINGS SHALL BE SUPPORTED ON PRECAST CONCRETE BLOCKS OR METAL CHAIRS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS, DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL HAVE A 25" MIN. LAP SLICE. MINIMUM CLEARANCES UNLESS SHOWN OTHERWISE ARE AS FOLLOWS: FOOTINGS: TOP: 2" CLEAR TO SURFACE EXPOSED TO AIR THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR BOTTOM AND UNFORMED EDGES: 1 1/2" CLEAR TO SURFACES EXPOSED TO EARTH EXCEED THE 140 MPH ULTIMATE WND SPEED(WLT) BEAMS, COLUMNS, AND WALLS: 1 1/2" CLEAR TO TIES REINFORCING. REQUIREMENTS OF THE 6th EDITION 2017 FLORIDA SLABS: TOP AND BOTTOM REINFORCING: 3/4 " CLEAR. BUILDING CODES & THE 2014 NEC. 32771 1 COVER SHEET & CONSTR. NOTES 2 SITE PLAN 3 FOUNDATION/FLOOR PLAN 4 ELECT./ROOF PLANS 5 DETAILS &NOTES 6 ELEVATIONS 7 HEADER PLAN 2. REINFORCING ACCESSORIES: INDIVIDUAL HIGH CHAIRS SHALL BE PROVIDED UNDER THE REBAR, SHALL BE OF PROPER HEIGHT FOR THICKNESS, AND SHALL NOT BE OVER 4'-0' O.C. MAXIMUM, UNLESS OTHERWISE INDICATED. REBAR SHALL NOT EXTEND OVER V-0' BEYOND OUTER CHAIRS. REBAR SHALL BE NO. 5 CONTINUOUS, 4'-0" O.C. MAXIMUM, UNLESS OTHERWISE INDICATED. EMBEDMENTS, SLEEVES, AND OPENINGS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE LOCATION AND INSTALLATION OF ANCHORAGE DEVICES CAST INTO THE STRUCTURAL POUR FOR THE SUPPORT OF MATERIAL AND EQUIPMENT THAT IS INSTALLED AND FURNISHED BY VARIOUS TRADES, ALL EMBEDDED CONDUIT SHALL NOT BE LIGHTER THAN STANDARD SCHEDULE 40 PVC PIPE AND SHALL BE SPACED NOT LESS THAN 6" O.C. OUTSIDE DIAMETER SHALL NOT EXCEED 1/3 THE SLAB THICKNESS. ALUMINUM PIPE OR CONDUIT SHALL NOT BE EMBEDDED IN CONCRETE. ALL PENETRATIONS THROUGH BEAMS AND SLABS MUST BE SLEEVED, CORE DRILLING IS TO BE AVOIDED. SLEEVES OR CONDUIT NOT SHOWN ON THE STRUCTURAL DRAWINGS AND LARGER THAN 1 1/2" O.D. SHALL RECEIVE WRITTEN APPROVAL PRIOR TO PLACEMENT. SLEEVES SHALL BE LOCATED A MINIMUM OF 12" FROM THE FACE OF ANY COLUMN, SLEEVES SHALL BE SPACED A MINIMUM OF 6" O.C. PITCH CONCRETE SLABS WHERE REQUIRED FOR DRAINAGE. CONCRETE SHALL NOT BE LESS THAN THE MINIMUM SLAB THICKNESS SHOWN. ALL ANCHORS, INSERTS, AND PLATE EMBEDS FOR THE SUPPORT OF STEEL SHALL BE PLACED IN ACCORDANCE WITH APPROVED SHOP DRAWINGS IN CONJUNCTION WITH THESE DRAWINGS. MASONRY 1. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530.1-99 "SPECIFICATIONS FOR MASONRY STRUCTURE", UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. FILL ALL CELLS WITH GROUT CONTAINING REINFORCING STEEL, ANCHOR BOLTS, WEDGE ANCHORS OR OTHER FASTENERS AS SHOWN, HOLD ALL REINFORCING IN PROPER POSITION WITH THE CELL PRIOR AND DURING GROUTING. PROVIDE 8" DEEP PRECAST CONCRETE OR MASONRY "U" LIN-FELS OVER ALL MASONRY WALL OPENINGS AS INDICATED ON THE DRAWINGS. REINFORCE LINTEL WITH 1-#5 AND FILL SOLID WITH CONCRETE UNLESS OTHERWISE INDICATED. CUT OUT BOTTOM OF LINTEL AT THE BEARINGS. MINIMUM END BEARINGS SHALL BE 4" FOR FILLED LINTELS, AND 6 1/2" FOR UNFILLED LINTELS, UNLESS OTHERWISE INDICATED. ALL BRICK SHELVE ANGLES SHALL BE HOT DIPPED GALVANIZED MINIMUM ANGLE 4X4X3/8 UNLESS OTHERWISE INDICATED. ADJUST HORIZONTAL LEG SIZE AS REQUIRED TO BE WITHIN 1/2" OF BRICK FACE. 2. BRICK VENEER TIES SHALL BE SUPPLIED 0 16" O.C. BOTH WAYS ACCORDING TO FLORIDA BUILDING CODE 2014 5th EDITION, RESIDENTIAL, SECTION 703 FOR WALL TIE INFORMATION. WOOD FRAMING SPECIFICATIONS 1. ALL BEAMS, COLUMNS, AND RAFTERS, SHALL BE SOUTHERN YELLOW PINE NO. 2 GRADE OR BETTER, 2• JOIST, STUDS, PLATES, ETC UNO SHALL BE NO. 2 SPRUCE, PINE OR FIR. 3. SIMPSON HARDWARE GENERAL NOTES: A. SEE "INSTRUCTIONS TO THE INSTALLER" IN SIMPSON STRONG -TIE WOOD CONSTRUCTION CONNECTORS 2004 MANUAL CATALOG C-2001. INSTALLERS ALSO NEED TO READ ALL PAGES OF GENERAL NOTES. B. NAIL CONNECTOR TO WOOD MEMBERS AS INDICATED IN THE SIMPSON MANUAL. C. WHEN EMBEDDED STRAP IS MORE THAN 1-1/2" FROM TRUSS BEARING, SIMPSON MTSM-20 MAY BE TAPCONED TO BOND BEAM, USE (4) MIN. 2 1/4X1/4" DIA, TAPCONS EA. STRAP. USE 7-10D NAILS AT EACH TRUSS. THIS IS GOOD FOR UP TO 1,000 POUNDS OF UPLIFT (2) MTSM 20" CAN BE USED TO TO HOLDDOWN A MAX. UPLIFT OF 2000 POUNDS. WHEN EMBEDDED STRAP IS MORE THAN 1/4" FROM BUT LESS THAN 1.5" TO THE BEARING MEMBER, THEN SHIM TO FILL THE GAP AS NAILER. SHIM SHALL EXTEND FULL HEIGHT AS NEEDED. D. CONTRACTOR MAY SUBSTITUTE CONNECTORS OF EQUAL QUALITY PERFORMANCE AND MATERIAL SPCIFICATIONS AS SIMPSON. FOUNDATION CONSTRUCITON 1. FOOTINGS SHALL BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL AND 'STEPPED' AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW THE FINAL GRADE. 2. FILL MATERIAL SHALL BE FREE OF VEGETATION AND ORGANIC MATERIAL. 3. THE BOTTOM OF THE FOUNDATION SHALL EXTEND NO LESS THAN 12" BELOW FINISH GRADE, BUT IN ALL CASES SHALL EXTEND TO NATURAL SOLID VIRGIN GROUND OR COMPACTED FILL. 4, PROVIDE A MINIMUM OF 8" ABOVE FINISHED GRADE TO THE BOTTOM EDGE OF SIDING. AT THE FOOTER. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR PROPER DRAINAGE. 5. CONCRETE STRENGTH SHALL MEET OR EXCEED THE FOLLOWING COMPRESSIVE STRENGTHS AT 28 DAYS CURE. --FOUNDATIONS/FOOTINGS NOT EXPOSED 3000 PSI TO WEATHER --INTERIOR SLABS ON GRADE 3000 PSI --FOUNDATIONS EXPOSED 3000 PSI TO THE WEATHER --EXTERIOR SLABS & STEPS 3000-4000 PSI (SEE DETAILS FOR LOCATION) EXPOSED TO WEATHER 6. CONCRETE FLOOR SLABS SHALL BE CONSTRUCTED WITH NO INTERVENING OF SPACE BEWTEEN THE FLOOR SLAB & BUILDING WALLS. ALL OPENINGS IN THE FLOOR SLAB SHALL BE PROPERTY PROTECTED AGAINST THE PASSAGE OF TERMITES AND RODENTS. 7. CONCRETE DRIVEWAY TO HAVE CONTROL JOINTS. 8. CONCRETE SIDEWALKS TO HAVE 3/4 INCH TOOLED JOINTS AT 5'-0" O.C. 9. REINFORCING STEEL TO BE MINIMUM A-615 GRADE 40, AND WELDED WIRE FABRIC (WWF) TO BE 6-6X10-10, U.N.Q. 10, PROVIDE 6 MIL MIN. POLYETHYLENE VAPOR BARRIER LAPPED NOT LESS THAN 12" AND TAPED UNDER ALL 11, PROVIDE TERMITE TREATMENT AT AREAS OF NEW CONCRETE SLAB AND FOUNDATIONS. CONCRETE SLABS UNDER ROOF, 12, REINFORCE FOOTINGS W/ #5 BARS AS INDICATED. ALL BARS SHALL BE STANDARD AND CONFORM TO ASTM DESIGNATION A305. 13. FIBER MESH CONCRETE REINFORCEMENT AS MAY BE USED IN LIEU OF 6X6 -10X10 WWF IF THE MIXTURE IS CERTIFIED BY THE SUPPLIER TO BE AN ACCEPTABLE EQUIVALENT. 6 ..1% _�? APP S ROVLO PLANS, >. -146 Ok to construct 40'x 29.68' (1,187 s.f.) garage s as shown on plan. Meets area and dimension Ld regulations for SR -1A coning districts. Accessory Ln o building shall be designed to blend aesthetically L" with the main structure. Accessory buildings or Z -t- o o isW structures of two -hundred (200) square Feet or C-0� ca o greater shall match the principal building in c materials, color and architectural style. _W TERMITE PROTECTION == n' 71 vi 1. PER 2017 FBC 6th EDITION, BUILDING COMPONENTS AND ITS SURROUNDINGS REQUIRED TO BE PROTECTED G FROM TERMITE DAMAGE IN ACCORDANCE WITH 1816 AND 230411, SPECIFICALLY REQUIRED TO BE INSPECTED FOR TERMITES OR REQUIRED TO HAVE CHEMICAL SOIL TREATMENT IN ACCORDANCE WITH 1816 SHALL NOT BE U; COVERED OR CONCEALED UNTIL THE RELEASE FROM THE BUILDING OFFICIAL HAS BEEN RECEIVED. n -n 2. "TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER APPROVED METHODS OF w TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, PER SECTION 1816. - �7 3. ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LISTED PEST " CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:- _, .; "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. 2 TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES." L ! 4. CERTIFICATE OF PROTECTIVE TREATMENT FOR PREVENTION OF TERMITES. A WEATHER RESISTANT JOB SITE r7 POSTING BOARD SHALL BE PROVIDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATES AS EACH REQUIRED ~ PROTECTIVE TREATMENT IS COMPLETED, PROVIDING A COPY FOR THE PERSON TO WHOM THE PERMIT IS ISSUED n AND ANOTHER COPY FOR THE BUILDING PERMIT FILES. THE TREATMENT CERTIFICATE SHALL PROVIDE THE Ll PRODUCT USED, IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT, SITE LOCATION, AREA TREATED, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A Lj VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. t 5. NOTICE OF TERMITE PROTECTION. CONTRACTOR TO PROVIDE RECEIPT OF TERMITE TREATMENT UNDER H cla V) NEW SLAB.Ld W 6. NO WOOD, VEGETATION, STUMPS, DEAL? ROOTS, CARDBOARD, TRASH OR OTHER CELLULOSE -CONTAINING i MATERIAL SHALL BE BURIED ON THE BUILDING LOT WITHIN 15 FEET OF ANY BUILDING OR 'THE POSITION OF o ANY BUILDING PROPOSED TO BE BUILT. a 7. AFTER COMPLETION OF FOUNDATION WORK, LOOSE WOOD AND DEBRIS SHALL BE COMPLETELY REMOVED FROM L UNDER THE BUILDING AND WITHIN 1 (ONE) FOOT THEREOF. ALL WOOD FORMS AND SUPPORTS SHALL BE COMPLETELY REMOVED. THIS INCLUDES, BUT IS NOT LIMITED T0: WOODEN GRADE STAKES, FORMS, CONTRACTION SPACERS, TUB TRAP BOXES, PLUMBING SUPPORTS, BRACING, SHORING, FORMS OR OTHER T. CELLULOSE -CONTAINING MATERIAL PLACED IN ANY LOCATION WHERE SUCH MATERIALS ARE NOT CLEARLY VISIBLE AND READILY REMOVABLE PRIO'ITO COMPLETION OF THE WORK. WOOD SHALL NOT BE STORED IN CONTACT WITH THE GROUND UNDER ANY BUILDING, EXCEPT THAT MATERIALS WHICH ARE OF NATURALLY 21, DURABLE WOOD OR ARE PRESSURE TRr_ATED FOR GROUND CONTACT, AND WHICH ARE INSTALLED WITH AT LEAST SIX INCHES CLEAR SPACE FROM THE STRUCTURE TO ALLOW FOR INSPECTION AND TREATMENT FOR r TERMITES. > c. 8• IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6", EXCEPT TLd Q� AS FOLLOWS: 'nI, ZC-C" (a) PAINT OR DECORATIVE CEMERTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE MASONRY w - FOUNDATION SIDEWALL C� 0 (b) ACCESS OR VEHICLE RAMPS WHICH RISE TO THE INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF r 1 SUCH RAMPS ONLY, w C� (c) A 4" INSPECTION SPACE ABOVE PATIO AND GARAGE SLABS AND ENTRY AREAS n O (d) IF PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE FINISH ELEVATION MAY MATCH THE BUILDING L' INTERIOR FINISH FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY,w W U (e) MASONRY VENEERS. 9. PRESERVATIVE TREATED WOOD SHALL BE USED, FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE li STRUCTURAL SUPPORTS OF BUILDINGS, BALCONIES, PORCHES, OR SIMILAR PERMANENT BUILDING `' APPURTENANCES WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF, EAVE, OR OVERHANG TO PREVENT MOISTURE ACCUMULATION ON THE SURFACE OR AT JOINTS BETWEEN MEMBERS. INCLUDED ARE GIRDERS, JOISTS, DECKING AND VERTICAL MEMBERS SUCH AS POSTS, to POLES AND COLUMNS. WJ ,x X 10. ALL POSTS, POLES AND COLUMNS SUPPORTING PERMANENT STRUCTURES AND EMBEDDED IN CONCRETE WHICH 7 .n IS IN CONTACT WITH THE GROUND SHALL BE APPROVED PRESERVATIVE TREATED WOOD SUITABLE OR o W APPROVED FOR GROUND CONTACT USE, OR SHALL BE APPROVED NATURALLY DURABLE WOOD. 11 • WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF V U )py C EXTERIOR MASONRY OR CONCRETE WALLS BELOW GRADE SHALL BE APPROVED NATURALLY DURABLE OR RECORD " 0 La PRESERVATIVE -TREATED WOOD. V' 12, AT MASONRY CONSTRUCTION: CELLS AND CAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN BRICK, STONE OR MASONRY VENEERS AND THE STRUCTURE SHALL BE CLEANED OF ALL NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE WOOD, OR OTHER CELLULOSE CONTAINING MATERAL PRIOR TO CONCRETE � T PLACEMENT. = V 13. CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST ONE FOOT AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR SPLASH BLOCKS. LY rU' IRRIGATION/SPRINKLER SYSTEMS AND RISERS FOR SPRAY HEADS SHALL NOT BE INSTALLED WITHIN ONE FOOT E U OF THE BUILDING SIDEWALL. REVIEWED FOR CODE COMPLIANCE J UJ BUILDING CODE DATA a' ~P `EXAMINER I DATE SANFORD BUIL-DIN DIVISION " OCCUPANCY TYPE R -3I A PERMIT ISSUED SHALL BE CONSTRUED TO 8 A Vl CONSTRUCTION TYPE 5B LICENSE TO PROCEED WITH THE WORK AND NO F_ AS NO. OF STORIES 1 AUTHORITY TO VIOLAI'E, CANCEL„ ALTER OR 5 :T Y p Ln ASIDE ANY Of: THE PROVISIONS OF THE TECHNI 3AL s FIRE PROTECTION PROVIDED NO CODES, NOR SHALL ISSUANCE OF A PERMIT PRE ENT r� THE BUILDING OFFICIAL FROM THEREAFFEF SMOKE DETECTION SYSTEMS YES EMERGENCY LIGHTING & EXIT SIGNS NO REQUIRING A ON OR CORRECTION OF ERRORS IN PLAYS, CONSTRUCTION OR VIOLATIONS OF THIS COME cn w w u WIND SPEED (Vult) 140 MPH' ` 0 r ; WIND IMPORTANCE FACTOR 1.0 U o Lj BUILDING RISK CATEGORY II p�\jlLDIA16 ,' `{ � WIND EXPOSURE CATEGORY B INTERNAL PRESSURE COEF. 0.18 0 <3 MAX. DESIGN WIND PRESSURE 35.3/-47.2 P.S.F.'<Irzron�`, r uj WIND BORNE DEBRIS REGION NO _ lil HI VELOCITY HURRICANE ZONE NO v) LJ w 0' DATE " 06/05/2014 BUILDING CODES IN EFFECT: 'REVISION REVISION DATE T W 2/22/2018 FLORIDA BUILDING CODE RESIDENTIAL 2017 (6th Edition) NATIONAL ELECTRIC CODE -NEC 2014 T w Flu: FLORIDA FIRE PREVENTION CODE 2017 L APPLICABLE NFPA, STATE, FEDERAL W SCALE FLORIDA PLUMBING CODE 2017 AND LOCAL CODES & ORDINANCES As Noted J :J FLORIDA MECHANICAL CODE 2017 SHEET A- 1 /7 Q Ln o r - `n L" a Z -t- o o isW C-0� ca o Ln x00uj LL LLJ O0 Z V W O 2 Z_ = Q (n W =-)Es �>< ._� _._J Q CS �w� m �c� L ! 4. CERTIFICATE OF PROTECTIVE TREATMENT FOR PREVENTION OF TERMITES. A WEATHER RESISTANT JOB SITE r7 POSTING BOARD SHALL BE PROVIDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATES AS EACH REQUIRED ~ PROTECTIVE TREATMENT IS COMPLETED, PROVIDING A COPY FOR THE PERSON TO WHOM THE PERMIT IS ISSUED n AND ANOTHER COPY FOR THE BUILDING PERMIT FILES. THE TREATMENT CERTIFICATE SHALL PROVIDE THE Ll PRODUCT USED, IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT, SITE LOCATION, AREA TREATED, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A Lj VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. t 5. NOTICE OF TERMITE PROTECTION. CONTRACTOR TO PROVIDE RECEIPT OF TERMITE TREATMENT UNDER H cla V) NEW SLAB.Ld W 6. NO WOOD, VEGETATION, STUMPS, DEAL? ROOTS, CARDBOARD, TRASH OR OTHER CELLULOSE -CONTAINING i MATERIAL SHALL BE BURIED ON THE BUILDING LOT WITHIN 15 FEET OF ANY BUILDING OR 'THE POSITION OF o ANY BUILDING PROPOSED TO BE BUILT. a 7. AFTER COMPLETION OF FOUNDATION WORK, LOOSE WOOD AND DEBRIS SHALL BE COMPLETELY REMOVED FROM L UNDER THE BUILDING AND WITHIN 1 (ONE) FOOT THEREOF. ALL WOOD FORMS AND SUPPORTS SHALL BE COMPLETELY REMOVED. THIS INCLUDES, BUT IS NOT LIMITED T0: WOODEN GRADE STAKES, FORMS, CONTRACTION SPACERS, TUB TRAP BOXES, PLUMBING SUPPORTS, BRACING, SHORING, FORMS OR OTHER T. CELLULOSE -CONTAINING MATERIAL PLACED IN ANY LOCATION WHERE SUCH MATERIALS ARE NOT CLEARLY VISIBLE AND READILY REMOVABLE PRIO'ITO COMPLETION OF THE WORK. WOOD SHALL NOT BE STORED IN CONTACT WITH THE GROUND UNDER ANY BUILDING, EXCEPT THAT MATERIALS WHICH ARE OF NATURALLY 21, DURABLE WOOD OR ARE PRESSURE TRr_ATED FOR GROUND CONTACT, AND WHICH ARE INSTALLED WITH AT LEAST SIX INCHES CLEAR SPACE FROM THE STRUCTURE TO ALLOW FOR INSPECTION AND TREATMENT FOR r TERMITES. > c. 8• IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6", EXCEPT TLd Q� AS FOLLOWS: 'nI, ZC-C" (a) PAINT OR DECORATIVE CEMERTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE MASONRY w - FOUNDATION SIDEWALL C� 0 (b) ACCESS OR VEHICLE RAMPS WHICH RISE TO THE INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF r 1 SUCH RAMPS ONLY, w C� (c) A 4" INSPECTION SPACE ABOVE PATIO AND GARAGE SLABS AND ENTRY AREAS n O (d) IF PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE FINISH ELEVATION MAY MATCH THE BUILDING L' INTERIOR FINISH FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY,w W U (e) MASONRY VENEERS. 9. PRESERVATIVE TREATED WOOD SHALL BE USED, FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE li STRUCTURAL SUPPORTS OF BUILDINGS, BALCONIES, PORCHES, OR SIMILAR PERMANENT BUILDING `' APPURTENANCES WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF, EAVE, OR OVERHANG TO PREVENT MOISTURE ACCUMULATION ON THE SURFACE OR AT JOINTS BETWEEN MEMBERS. INCLUDED ARE GIRDERS, JOISTS, DECKING AND VERTICAL MEMBERS SUCH AS POSTS, to POLES AND COLUMNS. WJ ,x X 10. ALL POSTS, POLES AND COLUMNS SUPPORTING PERMANENT STRUCTURES AND EMBEDDED IN CONCRETE WHICH 7 .n IS IN CONTACT WITH THE GROUND SHALL BE APPROVED PRESERVATIVE TREATED WOOD SUITABLE OR o W APPROVED FOR GROUND CONTACT USE, OR SHALL BE APPROVED NATURALLY DURABLE WOOD. 11 • WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF V U )py C EXTERIOR MASONRY OR CONCRETE WALLS BELOW GRADE SHALL BE APPROVED NATURALLY DURABLE OR RECORD " 0 La PRESERVATIVE -TREATED WOOD. V' 12, AT MASONRY CONSTRUCTION: CELLS AND CAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN BRICK, STONE OR MASONRY VENEERS AND THE STRUCTURE SHALL BE CLEANED OF ALL NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE WOOD, OR OTHER CELLULOSE CONTAINING MATERAL PRIOR TO CONCRETE � T PLACEMENT. = V 13. CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST ONE FOOT AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR SPLASH BLOCKS. LY rU' IRRIGATION/SPRINKLER SYSTEMS AND RISERS FOR SPRAY HEADS SHALL NOT BE INSTALLED WITHIN ONE FOOT E U OF THE BUILDING SIDEWALL. REVIEWED FOR CODE COMPLIANCE J UJ BUILDING CODE DATA a' ~P `EXAMINER I DATE SANFORD BUIL-DIN DIVISION " OCCUPANCY TYPE R -3I A PERMIT ISSUED SHALL BE CONSTRUED TO 8 A Vl CONSTRUCTION TYPE 5B LICENSE TO PROCEED WITH THE WORK AND NO F_ AS NO. OF STORIES 1 AUTHORITY TO VIOLAI'E, CANCEL„ ALTER OR 5 :T Y p Ln ASIDE ANY Of: THE PROVISIONS OF THE TECHNI 3AL s FIRE PROTECTION PROVIDED NO CODES, NOR SHALL ISSUANCE OF A PERMIT PRE ENT r� THE BUILDING OFFICIAL FROM THEREAFFEF SMOKE DETECTION SYSTEMS YES EMERGENCY LIGHTING & EXIT SIGNS NO REQUIRING A ON OR CORRECTION OF ERRORS IN PLAYS, CONSTRUCTION OR VIOLATIONS OF THIS COME cn w w u WIND SPEED (Vult) 140 MPH' ` 0 r ; WIND IMPORTANCE FACTOR 1.0 U o Lj BUILDING RISK CATEGORY II p�\jlLDIA16 ,' `{ � WIND EXPOSURE CATEGORY B INTERNAL PRESSURE COEF. 0.18 0 <3 MAX. DESIGN WIND PRESSURE 35.3/-47.2 P.S.F.'<Irzron�`, r uj WIND BORNE DEBRIS REGION NO _ lil HI VELOCITY HURRICANE ZONE NO v) LJ w 0' DATE " 06/05/2014 BUILDING CODES IN EFFECT: 'REVISION REVISION DATE T W 2/22/2018 FLORIDA BUILDING CODE RESIDENTIAL 2017 (6th Edition) NATIONAL ELECTRIC CODE -NEC 2014 T w Flu: FLORIDA FIRE PREVENTION CODE 2017 L APPLICABLE NFPA, STATE, FEDERAL W SCALE FLORIDA PLUMBING CODE 2017 AND LOCAL CODES & ORDINANCES As Noted J :J FLORIDA MECHANICAL CODE 2017 SHEET A- 1 /7 LOT 17 ui a 505_ VALENCIA STREET, ).00' N 890 08'00" W R /w LOT (, 9 -FE PLAN 1 "=10' N tiF 3 m S 0 5' 10, 20' SCALE:1 "=10' LEGAL DESCRIPTION:- ESCRIPT ON:LEG d - OF'¢ LEGLOT 19 + THAT PT OF LOT 18 BEG 16 FT E OF SW COR RUN E TO SE COR N TO NE COR W TO NW COR SLY TO BEG BLK 7 & PT ABANDONED RR ON S DESC 5)G DATE 06/05/2014 REVISION REVISION DATE 2/22/2018 FlLE / SCAIX As Noted A-2 17 `T W d - OF'¢ N W � C7 a Z r7 O w o a n � � Z GL� D N W N z C ci W N 1 W w W °a LSI u- M m adUj 0uj �f �z w~ o UJ T d p z C--) �cri w � m CD U 5)G DATE 06/05/2014 REVISION REVISION DATE 2/22/2018 FlLE / SCAIX As Noted A-2 17 `T W 1 ' 1 0 Vl U z Q 5)G DATE 06/05/2014 REVISION REVISION DATE 2/22/2018 FlLE / SCAIX As Noted A-2 17 ,J LLJ CL CL Ln V) <D F Ln z O C—V L, L U. I-, L—J Ld V;) a- r- V) C-9 V) Co I ,t co 4 rL ow LO tLJ X, CD CL r— (ZD C-4 C -4 CD LLJ ca wLLJ LLJ c:3 Lj Id El- >< c::) dr--) cn w pq Cap v) v C-) �, c- z Ld �. cj (D N� c) (c::r�_, IM Uj CEO; rj LL f u V) I1) z - - ,J Lj LL U LLJ Li r. LY LC O< ,J LLJ n. V) �Ij :) 2: Ln u z f. -4__j C—V L, L U. I-, Ld Ld V;) �c Ld co 4 -,J Ul tLJ Id v) v �, z Ld �. cj h - IM 0 LL f u I1) z - - J, - %4,. , LJ V) ly LL j, LL j0 U IL W Co (7) 11 co J)) LL) Lo LI u 0 O� I�t J ct� Lj u Lj cl� 00-4 L lJ > v) L, A DRAW BY REMSION 137' rn j Ll: DATE 06/05/2014 REVISION REVISION DATE Ld 2/22/20-18 L'j LJLy FILE -) CL 11 Lj ,j SCALE As Noted V) SHEET -,j LL Ln U) z f. -4__j C—V L, L Ld �c Ld co 4 DRAW BY REMSION 137' rn j Ll: DATE 06/05/2014 REVISION REVISION DATE Ld 2/22/20-18 L'j LJLy FILE -) CL 11 Lj ,j SCALE As Noted V) SHEET -,j LL I I I I TIE SWITCHES TO THE MAIN HOUSE NOTE: ELECTRICAL FROM HOUSE PANEL OX BRO TO THE GARAGE. WILL BEGHT SUPPLIED UNDERGROUND OUND THROUGH ACONDUa' 3f ?a /FjF � WP � ... %\ I FI ELECT.T T it ! PANEL HB GFI GF j� !i .. j( � L� -�.- / I -- ri f.K n �IIIIrn IOUTLET,T j --- L — — --� L lY LL j \ GFI GFI T Ift. I 7 (k /AKP - r / I VIII C V GFI GFI << I G ur j R GFI GFI GFI GFI } C. j ELECTRICAL PLAN n r I v I'I y �I 11 u r iii (2)2"x12" P.T. LEDGER, ATTACH 1' 5 C. x STAGGERED. WEDGE ANCHOR r { i 9 .. V ! .......5......., ,. ,,.... 1 F � a i , G L I _ C I I€ r �I i I ; � r !i 2"x W —J IST @ 24" .C. i L III r L f 1 l 4 'I 1I'I � 4 I I I� �I - .. . .............. .................... _ _ _ _.. _ __ .._ . .. , ...........,......,,.. ,,, .,...,,,.............,._._ .... _.........,,.,.....,.. 'II (2)25 8°x7 WEDGE ANCHOR 16 t).C., STAGGERED. �I ROOF JOIST PLAN THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 MPH ULTIMATE WIND SPEED(WLT) REQUIREMENTS OF THE 6th EDITION 2017 FLORIDA DUII DIIJG CODES & THE 2014 NEC, ELECTRICAL LEGEND: ® EXHAUST FAN Exir EXIT LIGHTfa- S2 ELECTRIC PANEL EXHAUST FAN w/ LIGHT Q THERMOSTAT �= 110V OUTLET} SURFACE MTD. INCANDESCE. � GROUND FAULT SURFACE MTD. INCANDESCE. WITH PULL CHAIN. WATER PROOF 1 INCANDESCE. DROP PENDENT. SPECIALTY/ HARD WIRED -91 WALL SCONCE INCANDESCE. zzov TELEPHONE JACK �— DIRECTIONAL INCANDESCE. D � RECESSED INCANDESCE. SWITCH DIMMER SWITCH � GARAGE DOOR OPENER �3 3—WAY SWITCH FLUORESCENT STRIP TELEVISION CABLE � FLOOD LAMPS so SMOKE DETECTOR OOO CEILING PADDLE FAN INT INTERCOM O � ALARM SENSOR G � O ls wsCD d W w0 CD Z � O m w oo Ul T W Lo� w �r : OJ W U C_� � �, �wTF�:Fn vi � w 1 Q-wo n � ULLJ ALARM KEY PAD O � CEILING PADDLE FAN W/ LIGHT b PUSH BUTTON `C] DOOR BELL CHIME. ; [K 1 L! � (1a —• 1 � I -:a � J I Lel J 1 i> L! LJ a to 'w I1 a� =n i tj LJ c� �- v, 7 fLL- t) v) V) I I I w ►moi cL � ua 7 m 1 � I'. l j U J � 2 VI C Vl LC CJ u 2I Lu J' 0 Co Y ,j Iii 0 lY: L( w _ - lal fl.l L J VV n w - to n w L~ I 0 v 1 C GJ I Q L(1 Lj T � I O 0 N ,: tea �• dl w j W � v, �i cTi rl '_' Ld 8 NY DRAYM REMSIM `f SJ G I �= DATE l) I,il 06/05/20'I4 � w REV1510N REVISION DATE = ISI 2/22/20-18 I,I ✓� SCALE = As N ote� n � ULLJ A- 4 /7 2"x8" P.T. C ATTACH WITH 32" O.C. LARGE GUTTE TWO ROLLS 0 8" CONC. "U" W/ GONG. & GRADE 40-2E 3" MIN. DOWP SPOUT DRAIN`. CONTINOUS ALUMINUM I/CTAT nn 1111 NOTES: 1. TRUSSES, GIRDERS, AND BEAMS TO BE SIZED F PER MANUFACTURER. ,J 2. HEADER STUD REQUIREMENT: <, w =w J _ s w�-1 1 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" CJ 0- 2 HEADER STUDS (EACH SIDE) 6'-0" TO 12'-0" J -J T - 2 HEADER STUDS (EACH SIDE) 12'-0" TO 18'-0" J n, � It 3. BEARING WALL NAIL PATTERN ,l 1. PLYWOOD: (FIELD) USE 10d NAILS 9 12" 0/C (EDGE) USE 10d NAILS 0 6" 0/C pa Jcn N 2. GYPSUM: (FIELD) USE 5d NAILS @ 10" O/C - (EDGE) USE 5d NAILS Q 7" 0/C LYS O NLd 4. ROOF NAIL PA17ERN: Q) ZONE 1 - USE 8d RINC-SHANK NAILS (6" EDGE, 6" FIELD) 2 ZONE 2 - USE 8d RING -SHANK NAILS (6" EDGE, 6" FIELD) 3 ZONE 3 - USE 8d RING -SHANK NAILS (6" EDGE, 6" FIELD) 5. 5/8" GYPSUM CEILING: USE 5d NAILS ® 7" O/C 4 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 MPH ULTIMATE WIND SPEED(VULT) REQUIREMENTS OF THE 6th EDITION 2017 FLORIDA BUILDING CODES & THE 2014 NEC. CONT., 25" LAP SPLICE 0 U❑ GARAGE SECTION AND DETAIL 0 ROOF EDGE 7jQ) ® RIDGE 1/2"=l' -O" `I 4' 4' © aP® �� 110D ® © Q 16" lk 8" CONC, BLOCK 2 #5 BARS ABOVE PENETRATING PIPE PENETRATING PIPE 2 #5 BARS BELOW PENETRATING PIPE ON CHAIRS CONSTRUCTION NOTES GENERAL: 1. LIVE LOAD - ROOF 20 PSF.-FLOORS 40 PSF. - DECKS 40 PSF,-STAIRS 40 PSF. DEAD LOAD - ROOF 15 PSF SHINGLE. -FLOORS 20 PSF. - DECKS 20 PSF,-STAIRS 20 PSF. 2. WIND SPEED - 140 MPH 3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE FLORIDA BUILDING CODE 2017 6th EDITION. 4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE PERMITTED. 5. PIPES THRU STRUCTURAL ELEMENTS SHALL BE SLEEVE DOWN STEEL PIPE OF LARGER DIAMETER, CONCRETE: 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-05 2. MIS DESIGN CRITERIA: ALL CONC. TYPE 1 PORTLAND CEMENT.(ASTM C 105) COMPRESSIVE STRENGTH 0 28 DAYS SHALL BE 2500 PSI FOR SLABS AND FOOTINGS AND 3000 PSI ELSEWHERE (U.O.N.) MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS SPECIFIED COMPRESSIVE STRENGTH (PSI) 2500 3000 NON -AIR ENTRAINED CONC. 0.67 0.46 AIR ENTRAINED CONC. 0.54 0.46 SLUMP -SLAB ON GRADE = 5" OTHER = 3" WATER -PORTABLE CHLORIDE -NONE 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM C 33 #5 BARS ABOVE & BELOW PENETRATING PIPE ;ONT. 'TIONAL) STRUCTURAL NOTES: 1. ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN "ENCLOSED" STRUCTURE. ANY BREACH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOORS, ETC., DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY. 2. ALL DOOR AND WINDOW OPENINGS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 3. ALL SHEAR WALLS MUST TRANSFER LOADS TO TRUSSES AND/OR FLOOR JOISTS, 4. DIAPHRAGM SYSTEMS MUST BE ATTACHED TO END WALLS AND/OR SIDE WALLS. 5. TRUSSES MUST BE CAPABLE OR TRANSFERRING LATERAL LOADS TO BEARING WALLS. 6. TRUSSES, GIRDERS, AND BEAMS TO BE SIZED PER TRUSS MANUFACTURES. 8" CONC. BLOCK CONC. FOOTING PENETRATING PIPE ETC. DETAIL OF PENETRATION PPE FOUNDATIONS: 1. FOOTING DESIGN BASED ON MIN, ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSI 2. IF FOOTING ELEVATION OCCURS IN DISTURBED, UNSTABLE OR UNSUITABLE SOIL. THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS 3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE VERTICAL TO (2) TWO HORIZONTAL 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID .THE RISK OF DAMAGE TO THE STRUCTURE WOOD: 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2. THE WOOD 'TRUSSES SHALL. BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS MANUF. SHALL PROVIDE STATEMENT THAT BOTTOM CORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITIONS 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND SPECIES: (OR EQUIVALENT) SOUTHERN PINE SURFACES DRY USED 0 19% MAX. M.C. GRADE NO. 2 CAP BLOCK OR STUCCO OPTIONAL F.G. 8" CONC. BLK. W/ 1 #5 VERT. ROD W/ 10" STD. HOOK & CONC. FILLED CELL @ 8'-0" O.C., GRADE 40, 25" LAP SPICE EVERY 48" O.C. 12"x 24" CONC, FTG. W/ 2 #5 CONT., 25" LAP SPLICE. TOP OF FOOTING TO BE 8"-10" BELOW GRADE. F_)I-7 I1 / A 0 V I A I A I I c' I- (A -F n- r --F n P, F --F A i i CONC, LINTEL BLOCK FILLED W/ 1 #5 REBAR PRECAST CONC. LINTEL LONG. FILLED W/ 1 #5 REBAR UP TO 16' (NONBEARING) USE 1 #5 IN HEADER BEARING AND 18' USE 2 #5'S IN HEADER OVER GARAGE DOOR 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIZE AND TYPE RECOMMENDED BY THE MANUF. FOR EACH USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE CONNECTORS OR EQUIV. ) OTHER MANUF. WITH UL LISTED, AND APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BE SUBSTITUTED IN PLACE OF SPECIFIED CONNECTOR 6. ALL BOLTS USED FOR WIND CONSTRUCTION SHALL BE A MINIMUM OF 1/2" DIAMETER (ASTM A-307) 7. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN OR IF NOT SHOWN, COMPLY WITH -THE RECOMMENDATIONS OF THE "MANUAL FOR HOUSE FRAMING" OF THE NATIONAL FOREST PRODUCTS ASSOCIATION, DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 8. ANCHOR AND NAIL AS SHOWN, AND COMPLY WITH THE RECOMMENDED NAILING SCHEDULE FROM THE F.B.C. 2017 6th EDITION. J %i F �- L ,J r - <, w =w J _ s w�-1 �? O R'. CJ 0- Z J -J T - J n, � It ,l CD pa Jcn N - m=om w ' w LYS O NLd LTJ Ed 7f. 4 C� I U I In W jll I/1 J ,J., L ,.0 �w J h, L < J C� IJ BY DATE 06/05/20'14 -w ;1 REVISION REVISION DATE 2/22/20'f 8 LJ Flip / _ W SME A5 N oted J/ SHEET L A-- 5 /7 ,L I C ci: ,J <, w =w J _ R'. J -J T - J n, � It ,l lw T L,I t Ed 7f. 4 C� I W jll vi �w L < J C� IJ BY DATE 06/05/20'14 -w ;1 REVISION REVISION DATE 2/22/20'f 8 LJ Flip / _ W SME A5 N oted J/ SHEET L A-- 5 /7 0 NORTH ELEVATION 1/4"=V-0" NORTH ELEVATION WEST ELEVATION 1/4"=1'-0" 14'-0" FIN, FLR. 14'- 0'-0" 4'- 01-011 FIN. FLR. 0'-0 SOUTH ELEVATION 1/4"=l' -O" EAST ELEVATION 1/4"= 1 1-0. j 1w1jull i LJ < V) WJ Ll .9'j LJ 3 Luj (DRAYM BY REVI 5) G DATE 06/05/2014 REVISION REVISION DATE 2/22/20-18 MLE f scmx As Notes{ SHEET A- 6 /7 o C:) Lc Ld w r-) c3 V; W C�o V) CD r::) Cf LLJ I c3 C`4 cn Lj L -C) n C:) _o CD co Lj Ll- LLJ " CD 1N -)a ui CD cr) C LU Z5 F- ul C:y Lu %L i LJ < V) WJ Ll .9'j LJ 3 Luj (DRAYM BY REVI 5) G DATE 06/05/2014 REVISION REVISION DATE 2/22/20-18 MLE f scmx As Notes{ SHEET A- 6 /7 V; W ,J) C� _o i LJ < V) WJ Ll .9'j LJ 3 Luj (DRAYM BY REVI 5) G DATE 06/05/2014 REVISION REVISION DATE 2/22/20-18 MLE f scmx As Notes{ SHEET A- 6 /7 MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM 090 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 CR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 MPH ULTIMATE WIND SPEED(VULT) REQUIREMENTS OF THE 6th EDITION 2017 FLORIDA BUILDING CODES & THE 2014 NEC. HEADER PLAN 1/4"=1'—O" GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast—in—place concrete may be in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing len,9th is less than 6-1/2". Safe loads for all recessed lintels based on 8' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified• 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrateded loads from the safe load tables by calculating the maximum resisting moment and shear at d—away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. LINTEL DETAIL TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF /�5 REBAR AT F BOTTOM OF LINTEL CAVITY WINTER GARDEN, FLORIDA 34787 OFFICE: 1-813-685-5615 OFFICE: 8F16-1B/1T N NOMINAL WIDTH -] J '' A 4473 NOMINAL HEIGHT 1-1 /2" CLEAR QUANTITY OF #5 REBAR AT TOP f� 11936 3166 4473 6039 7526 9004 10472 11936 L 2 3'-6" (42") PRECAST 2302 Q z ^ • C.M.U. 00 J Z F. S 3166 4473 1 6039 7526 9004 10472 `a L 3 o GROUT 2325 2496 3467 4438 5410 w 7358 #5 REBAR AT BOTTOM 11936 L 4 e e I 1787 1913 HollR I —5/8'ACTUAL 4896 4ROVIDED INMLINTELFORCING 8" NOMINAL L 5 WIDTH (VARIES) J CoL00 1809 2317 2826 J Go O0 O 1665 2889 5057 6096 5400 6424 7450 L 6 5'-10'(70") PRECAST 972 1000 1059 ■ 1889 2304 2721 3137 ■ LO L 7 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 L 8 7'-6" (90") PRECAST I � 1675 2385 1994 I 2886 3333 1029 1675 2610 3839 5596 6613 5047 L 9 9'-4" (112")PRECAST m 632 1049 1469 1 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 N L 10 10'-6'(126") PRECAST 456 482 N 1125 J Co 1328 1535 ( I J a0 � I 11'-4'(136") PRECAST 445 598 935 I I I I 1854 f` 1793 2075 598 935 1 1365 1854 2441 3155 4044 I I 12'-0'(144") PRECAST 414 545 864 L27 7'-6" 2074 1570 1818 555 864 1254 1693 2211 2832 3590 8RF14-1 B/1 T 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 L 14 14'-0'(168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 L 18 19'-4" L 15 14'-8"(176") PRESTRESSED N. R. NR NR NR 8F16-1 B/1 T NR NR NR465 765 1370 2045 2610 3185 3765 L 16 15'-4"(184") PRESTRESSED N.R. NR NR NR NR AdA NR NR 420 695 1250 1855 2370 2890 3410 L 17 0o N. R. NR NR MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM 090 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 CR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 MPH ULTIMATE WIND SPEED(VULT) REQUIREMENTS OF THE 6th EDITION 2017 FLORIDA BUILDING CODES & THE 2014 NEC. HEADER PLAN 1/4"=1'—O" GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast—in—place concrete may be in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing len,9th is less than 6-1/2". Safe loads for all recessed lintels based on 8' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified• 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrateded loads from the safe load tables by calculating the maximum resisting moment and shear at d—away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. LINTEL DETAIL TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF /�5 REBAR AT F BOTTOM OF LINTEL CAVITY OPTIONAL CAST -CRETE CENTRAL FLORIDA DIVISION P.O. BOX 195668 225 OLD SANFORD OVIEDO RD. WINTER SPRINGS, FLORIDA, 32719 OFFICE: (407) 327-1115 FLORIDA ROCK INDUSTRIES CENTRAL FLORIDA DIVISION P.O. BOX 547819 5109 CARDER ROAD ORLANDO, FLORIDA, 32854-7819 OFFICE: (407) 298-1900 DISPATCH: (407) 298-1494 QUALITY PRECAST/ LOTT'S CONCRETE PRODUCTS INC. 429 HENNIS RD WINTER GARDEN, FLORIDA 34787 OFFICE: 1-813-685-5615 OFFICE: 8F16-1B/1T OFFICE: NOMINAL WIDTH -] J '' A 4473 NOMINAL HEIGHT 1-1 /2" CLEAR QUANTITY OF #5 REBAR AT TOP OPTIONAL CAST -CRETE CENTRAL FLORIDA DIVISION P.O. BOX 195668 225 OLD SANFORD OVIEDO RD. WINTER SPRINGS, FLORIDA, 32719 OFFICE: (407) 327-1115 FLORIDA ROCK INDUSTRIES CENTRAL FLORIDA DIVISION P.O. BOX 547819 5109 CARDER ROAD ORLANDO, FLORIDA, 32854-7819 OFFICE: (407) 298-1900 DISPATCH: (407) 298-1494 QUALITY PRECAST/ LOTT'S CONCRETE PRODUCTS INC. 429 HENNIS RD WINTER GARDEN, FLORIDA 34787 OFFICE: 1-813-685-5615 OFFICE: 386-228-2112 OFFICE: 407-656-2112 CAST CRETE 225 OLD SANFORD OVIDA RD, WINTER SPRINGS, FLORIDA 32708 OFFICE: 407-327-1750 WEKIWA CONCRETE PRODUCTS 6424 JONES, ZELLWOOD, FL. 32798 WINTER GARDEN, FLORIDA 34787 OFFICE: 407-886-2511 TYPICAL) LENGTH TYPE GRAVITY 8F8-013 8F12-08 8F16—OB SF20—OB8F24—OB F28—OB F32—OB #5 REB R AT TOP 8F8 -1B BF12-1B 8F16 -1B 81`20-1B8F24-188F28-1B8F32-18 L 1 2'-10'(34") PRECAST MIN. 1) REQ'D '' A 4473 6039 1-1 /2" CLEAR J 10472 11936 3166 4473 6039 7526 9004 10472 11936 L 2 3'-6" (42") PRECAST 2302 Q z ^ • C.M.U. 00 J Z F. S 3166 4473 1 6039 7526 9004 10472 `a L 3 o GROUT 2325 2496 3467 4438 5410 w 7358 #5 REBAR AT BOTTOM 11936 L 4 e e OF LINTEL CAVITY 1787 1913 HollR 3403 —5/8'ACTUAL 4896 4ROVIDED INMLINTELFORCING 8" NOMINAL L 5 WIDTH (VARIES) 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS 0 •.r u w LENGTH TYPE GRAVITY 8F8-013 8F12-08 8F16—OB SF20—OB8F24—OB F28—OB F32—OB 8U8 8F8 -1B BF12-1B 8F16 -1B 81`20-1B8F24-188F28-1B8F32-18 L 1 2'-10'(34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 L 2 3'-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 1 6039 7526 9004 10472 11936 L 3 4'-0" (48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 L 4 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 L 5 5-4"(64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 L 6 5'-10'(70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 L 7 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 L 8 7'-6" (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 L 9 9'-4" (112")PRECAST 573 632 1049 1469 1 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 L 10 10'-6'(126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 L 11 11'-4'(136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1 1365 1854 2441 3155 4044 L 12 12'-0'(144") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 L 13 13'-4'(160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 L 14 14'-0'(168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 L 15 14'-8"(176") PRESTRESSED N. R. NR NR NR NR NR NR NR465 765 1370 2045 2610 3185 3765 L 16 15'-4"(184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 L 17 17'-4"(208")PRESTRESSED N. R. NR NR NR NR NR NR NR310 530 950 1400 1800 2200 2600 L 18 19'-4"(232")PRESTRESSED N R NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 L 19 21 —4"(256")PRESTRESSED N R NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 L 20 22'-0"(264")PRESTRESSED N R NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 L 21 24'-0"(288")PRESTRESSED N R NR NR NR NR NR NR NR 130 240 470 720 1 1030 1350 1610 8" PRECAST & PRESTRESSED U -LINTELS 0 •.r u w K- % d - w J LO o 8F8-1 T 8F12-1 T 81`16-1 T 8F20-1 T 8F24-1 T 8F28-1 T 8F32-1 T r� 8F8 8F8 -2T 81`12-2T 8F16 -2T 8F20 -2T 8F24 -2T 8F28-2 F32-2 U r7 Ci z 'i o )� o0o L� C-0 cVJ ct- =` z z z Qy w LCD CL l '( C' CJ C� (l7 G ` 8 0- r� 2165 o 3260 4237 t W cc � •— O ' �L w v7 s w ¢ rZ� -J I� Z(rj ?C N w r"') LL' 1878 1989 2832 [D > w 6245 938 938 CD L 4 O _Z 1660 1762 C--) o 4010 v 7 o Ce 5525 727 e C,w� L 5 5'-4" (64") PRECAST n_ c.) C--� Cr — x w 7D w 0`1- m 2110 O U - 0 4010 4648 505 V) 1393 1437 2050 2670 3293 3920 4549 L 6 5'-10'(70") PRECAST '- C7 1357 1930 2505 ) ,U) w cu 3665 4247 418 _ c-) 1272 1315 1875 2441 3010 3583 4157 L 7 6'-6" (78") PRECAST 1141* 1200 1733 2250 w Y I: 3290 3812 707 rD t) �o r� a C :. •L 0 F_ 'KtUUUL VALUt til L576 FUK URAUL 40 FILLU KLUAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS K- % UPLIFT LATERAL TYPE LENGTH 8F8-1 T 8F12-1 T 81`16-1 T 8F20-1 T 8F24-1 T 8F28-1 T 8F32-1 T 8U8 8F8 8F8 -2T 81`12-2T 8F16 -2T 8F20 -2T 8F24 -2T 8F28-2 F32-2 L 1 2'-1 U'(34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021L021 4929 2727 2784 3981 5190 6407 7630 8857 L 2 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 12,137 2165 2215 3165 4125 5091 6061 1 7036 L 3 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 L 4 4'-6" (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 L 5 5'-4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 L 6 5'-10'(70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 L 7 6'-6" (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 L 8 7'-6" (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 L 9 9'-4" (112")PRECAST 801* 1 612 980 1269 1560 1852 2144 454 630 801 1 755 1192 1550 1910 2271 2634 L 10 10'-6'(126") PRECAST 716* 498 793 1 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 L 11 11'-4'136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 L 12 12'-0'(144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 1 486 818 1209 1514 1799 2086 L 13 13'-4'(160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 L 14 14'-0'(168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 L 15 14'-8'(176")PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 L 16 15'-4'(184")PRESTRESSED 228 278 430 553 677 801 825 N. R. 327 228 329 542 791 1072 1381 1 1676 L 17 17'-4"(208")PRESTRESSED 188 236 361 464 567 670 774 N, R. 255 168 276 449 649 874 1121 1389 L 18 19'-4"(232")PRESTRESSED 165 207 1 313 401 490 578 667 N. R. 204 165 239 383 550 736 940 1160 L 19 21'-4"(256")PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 L 20 22'-0'(264") PRESTRESSED 140 180 268 343 418 493 1 568 N, R. 161 137 205 322 457 607 771 947 L 21 24'-0'(288")PRESTRESSED 127 165 244 312 380 447 515 N. R. 135 124 186 1 290 408 538 680 833 'KtUUUL VALUt til L576 FUK URAUL 40 FILLU KLUAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 8" PRECAST W/ 2" RECESS DOOR U -I INTFI S K- % GRAVITY LATERAL TYPE LENGTH 8RU6 8RF6-08 8RF10-0 8RF14-0 8RF18-0 8RF22-0 RF26-0 8RF30-0 8RF6-1B 8RF10-18 8RF14-113 8RF18-1B BRF22-1 B 8RF26-1B BRF30-1 L 22 4'-4' (52') PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 L 23 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 L 24 5'-8" (68") PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 L 25 5'-10"(70") PRECAST 735 778 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 L 26 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 6707 L 27 7'-6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 L 28 9'-8" (116")PRECAST 371 420 34 1253 1071 1342 1614 1886 535 [:!92:L1497 2179 2618 3595 2875 8" PRECAST W/ 2" RECESS DOOR U -I INTFI S 'KLUUCL VALUE UY I= FOR GRADE 40 FIELD REBAR L K- % UPLIFT LATERAL LENH TYPE GT 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1 f 8RF26-1T8RF30-1I 8RU6 932 8RF6 932 8RF6-2T 1244 8RF10-2 8RF14-2 8RF18-2 1573 2413 3260 8RF22-2 8RF26-2 BRF30-2 4112 4967 5825 L 22 4'-4" (52") PRECAST 1244 1519 2339 3170 4008 4850 5696 L 23 4 —6 '" 54" PRECAST ( ) 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 L 24 „ 5 —8' (68) PRECAST 924* 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 L 25 5'-10"(70") PRECAST 896* 1136 1742 2.352 2965 3561 4198 469 469 896 1099 1690 2288 2891 3497 4106 L 26 6'-8" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 956 1468 1987 2509 3035 3563 L 27 7'-6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 L 289'-8 (116")PRECAST 533* 433 808 1123 1413 1704 1995 516 614 533 527 1009 1369 1728 2088 2450 'KLUUCL VALUE UY I= FOR GRADE 40 FIELD REBAR L S) G DATE 06/05/2014 REVISION REVISION DATE 2/22/2.0(8 MLE SCAM As Notes{ SHEET A- 7 /7 K- % Q �-�- w w �J 0 li.. U7 U L s S) G DATE 06/05/2014 REVISION REVISION DATE 2/22/2.0(8 MLE SCAM As Notes{ SHEET A- 7 /7 Revision 0 City of Sanford Response to Comments 0Building & Fire Prevention Division JAN 1, - 2018 Ph: 407.6885150 Fax: 407.688.5152 Email: building@sanfordfl.gov . ........ . Permit # Submittal Date Ll Project Address - Contact: Ci c����v� r� Ph: $J-7 � I -�a L Fax: Email: Ti-ades encompassed in revision: General description of revision: Building El Plumbing El Electrical El Mechanical El Life Safety 0 Waste Water ROUTING INFORMATION Department Appi-ovals El utilities El Waste Water L1 Planning El Engineering El Fire Prevention El BUilding Lij C v CD LOT 17 Him R: 130.65' L: 45.00' A: ,19' 44'04" COLUMN- I 1 o'—o"Ld y REMSION9 U � , Tld ` ,� Maw :�C p - Oar- ~cna C-D cflL Ids :i Ld w . zn— lJ_ I � LJ vi w w d- N LJ o v w D o co CD a �— CONC. BLOCK `�- LLJ GARAGE z z ori j � U m MQ ,n I _ �W CL oo O OI �uzo WS [iOJ z NEW CONCRETE BLK. WALL COLUMN NEW 6' HIGH CMU WALL THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 MPH ULTIMATE 'MND SPEED(WLT) REQUIREMENTS OF THE 6th EDITION 2017 FLORIDA QUILDING CODES &THE 2014 NEC. 2 STORY RES. W.F. STRUCT. )LUMN BREEZEWAY PATIO 505 VALENCIA STREET60' R/W (PAVED) , � a 55.00' N 890 08'00" W 1 STORY BLK. STRUCT. COVERED LANAI POOL 8c SPA PATIO SHORTENED DECK. LOTS 18/19 52'-0" c2 O O O 7'-0" UTIL. EASEMENT. [65.00'] 117.00' S 890 08'00" E [ACT.] VACATED RIGHT OF WAY 10.0' SETBACK COLUMN NEW 6' HIGH CMU WALL N 89' 08'00" W [ACT.] 121.9 7' S 89' 59'54" W [DESC.] 10'_0„ U m L_L_I U) 0 O COLUMN J J V cD Q0 CD Z X N C— r� LOT 20 sii[ PLAN C 0 5' 10' 20' w NMI SCALE -:1 "=10' CK OR STUCCO OPTIONAL 8"x8"x16" CONC. BLK. W/ 1 #5 VERT. ROD W/ 10" STD. HOOK & CONC. FILLED CELL 0 6'-0" Q.C., GRADE 40, 25" LAP SPLICE, 12"x 24" CONC. FTG. W/ 2 #5 CONT., 25" LAP SPLICE, TOP OF FOOTING TO BE 8" BELOW GRADE. PRIVACY WALL SECT. 8c FTC. DETAIL LEGAL DESCRIPTION: ;HT )CK OR STUCCO OPTIONAL COLUMN SECT. 8c FTG. DETAIL I -EG LOT 19 + THAT PT OF LOT 18 BEG 16 FT E OF SW COR RUN E TO SE COR N TO NE COR W TO NW COR SLY TO BEG BLK 7 & PT ABANDONED RR ON S DESC RECORD COPY 12"x12"x8" GONG. BLK. W/ 1 #5 VERT. ROD W/ 10" STD. HOOK & GONG. FILLED CELL, GRADE 40, 25" LAP SPLICE. 12"x 24" CONC. FTG. W/ 2 #5 CONT., 25" LAP SPLICE. TOP OF FOOTING TO BE 8" BELOW GRADE, � 5 a wlLd/N�� SA,,RD #1 8- 1 a 32 1 AV w 2 O y REMSION9 v N Tld ` ,� Maw :�C p - Oar- ~cna C-D cflL Ids :i �ocy zn— lJ_ I � LJ vi w w V) LJ o v w D SCALE F CD < v L)_ �' �� `�- �r� CY_= ori j c m MQ ,n T � _ �W CL oo CDC.I �aZ �uzo WS [iOJ =n = 1 V) OW C)-- Z ¢ Gl d Lj f- ALL C/l CC-) O x w 5 w Q-- m C7 U - 0 w I- Iri ,n o n Lo sn w 1.1 rz Li Z _L ,._ arm tI'- r r1 I1. ----- y REMSION9 �n •:i I_J f_f Tld ` ,� u J w CD DATE u I -f '11-1612019 - w n�I i CC, lin t> I REVISION DATE C � LJ vi w w V) �r ----- y REMSION9 �n •:i I_J f_f f2 ` 7) I, ` L7 u J w DATE '11-1612019 - w n�I REVISION REVISION DATE C LJ vi w w V) LJ w D SCALE F As < v L)_ �' �� stiEEr W L �W n u in w U1 _,! i V) W n -, w „ r, = w ----- y REMSION9 �n •:i I_J f_f �� ` J u J w DATE '11-1612019 - w n�I REVISION REVISION DATE C LJ vi w w LJ w SCALE As N otec L)_ �' stiEEr �W 1 TIE SWITCHES TO NOTE: ELECTRICAL FROM THE MAIN HOUSE HOUSE PANEL BOX BROUGHT Tn TWr L`AWACL: 1A111 I QC' ELECTRICAL PLAN 1/4"=1'-0" ELECTRICAL LEGEND: 1` U. V) S EXHAUST FAN EX1T EXIT LIGHT GARAGE LC7 I71 P II � EXHAUST FAN w/ LIGHT IQ 1 TIE SWITCHES TO NOTE: ELECTRICAL FROM THE MAIN HOUSE HOUSE PANEL BOX BROUGHT Tn TWr L`AWACL: 1A111 I QC' ELECTRICAL PLAN 1/4"=1'-0" 200 AMP 1 PHASE METER BASE WITH BYPASS 120/240 VOLT 2" PVC WITH 3-4/0 AL #4 BARE COPPER 2 - 5/8" x 10' CU. GROUND RODS TRANSFER SWITCH FOR FUTURE GENERATOR 200 AMP SERVICE RATED GENEARAC #RXSW20OA3 AUTOMATIC TRANSFER SWITCH 120/240 VOLT 1 PHASE ' 11 ELECTRICAL LEGEND: V) U. V) S EXHAUST FAN EX1T EXIT LIGHT GARAGE LC7 I71 P ELECTRIC PANEL c� EXHAUST FAN w/ LIGHT IQ THERMOSTAT As 110V OUTLET -}" SURFACE MTD. INCANDESCE. CDT GROUND FAULT SURFACE MTD. INCANDESCE. BREAKER WITH _) 1- WLLJ C.0 WITH PULL CHAIN. (DE WATER PROOF co Lj BREAKER WITH d SPECIALTY/ HARD WIRED FEED THROUGH INCANDESCE. DROP PENDENT. cj FEED THROUGH &7= 220V OUTLET WALL SCONCE INCANDESCE. D TELEPHONE JACK DIRECTIONAL INCANDESCE. D SWITCH RECESSED INCANDESCE. Y_ i DIMMER SWITCH} 80 AMP 2 POLE GARAGE DOOR OPENER 3 3—WAY SWITCH �--� 80 AMP 2 POLE FLUORESCENT STRIP BREAKER FOR TELEVISION CABLE FLOOD LAMPS so SMOKE DETECTOR DQ BREAKER FOR INT INTERCOM GARAGE CEILING PADDLE FAN O ALARM SENSORAKP DO ALARM KEY PAD ) O CEILING PADDLE FAN W/ LIGHT �1 PUSH BUTTON DOOR BELL CHIME. 200 AMP 1 PHASE METER BASE WITH BYPASS 120/240 VOLT 2" PVC WITH 3-4/0 AL #4 BARE COPPER 2 - 5/8" x 10' CU. GROUND RODS TRANSFER SWITCH FOR FUTURE GENERATOR 200 AMP SERVICE RATED GENEARAC #RXSW20OA3 AUTOMATIC TRANSFER SWITCH 120/240 VOLT 1 PHASE ' 11 ELECTRICAL RISER DIAGRAM 60' - 1 1/2" PVC 11 "I ^f: I REVISI V) U. V) S EXISTING METER MAIN LC7 - GARAGE LC7 .J { ) COMPO TO BE REPLACED GARAGE SUB -FEED PANEL _ 200 AMP MAIN �� As - 200 AMP MAIN /' A-- 200 AMP MAIN o¢ w q BREAKER WITH _) 1- WLLJ C.0 V •d- 13REAKER WITH CU Lw co Lj BREAKER WITH d m FEED THROUGH I= o2E cj FEED THROUGH FEED THROUGH 13 LUGS LUGS ,= J ( ) LUGS Y_ i 80 AMP 2 POLE !1 V) n . 80 AMP 2 POLE BREAKER FOR L � � J `p BREAKER FOR GARAGE GARAGE SUBFEED PANEL SUBFEED PANEL 2" PVC WITH 3-4/0 AL — 1 - #4 AL -GROUND 2 1/2" PVC WITH 3-250 KCMIL AL 1 - #2 AL -GROUND 1 1/2" PVC WITH 3-#1 AL 1 - #6 AL -GROUND 90' - 2" PVC ELECTRICAL RISER DIAGRAM 60' - 1 1/2" PVC 11 "I ^f: I REVISI V) U. V) S Q LC7 - 1O W LC7 .J { ) Lj Q z o _ �a� �� As - � CV C W /' A-- ,t- O o¢ w q N d _) 1- WLLJ C.0 V •d- CU Lw co Lj d m I= o2E cj 13 ,= J ( ) Y_ i !1 V) n . ii .J Y' ;.1 t; L � � J `p -� " z W J 2 REVISI V) J ') W �-�`'�► DATE.... J) d�—. REVISION DATE .J { ) _. . o _) c y SCALE As N otcc J 2 REVISI SJ � LdI_ W cr �-�`'�► DATE.... (A d�—. REVISION DATE .J { ) _. . o _) c y SCALE J 2 REVISI SJ � 1� J �-�`'�► DATE.... ,f) Y REVISION REVISION DATE .J { ) _. . cV - W z w-1 r� i3 2 I DRAM BY REVISI SJ � - DATE.... 06/05/10'14 REVISION REVISION DATE V-18/2019 FILE f SCALE As N otcc SHEET A-- 4 17