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2513 Princeton Ave (A) 10-1490ABBREVIATIONS SYMBOLS USED AS ABBREVIATIONS © copyright 2010, zachary miller GENERAL NOTES 1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS AND OWNER. CONTRACTOR SHALL ACCEPT PREMISES AS FOUND. OWNER ASSUMES NO RESPONSIBILITY FOR THE CONDITION OF THE EXISTING SITE OR EXISTING STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS; DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED IF ANY DISCREPANCY OCCURS PRIOR TO CONTINUING WITH WORK. 3. ALL PLAN DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE INDICATED. 4. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. THE CONTRACTORS MUST COMPLY WITH THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. 5. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS HE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBI F FOR CORRECTING ANY ERRORS AFTER THE START OF CONSTRUCTION WHICH HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT AND OWNER. 6. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL REQUIRED CITY, COUNTY AND/OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THE WORK. 8. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND COORDINATE LOCATION OF FLOOR SINKS, FLOOR DRAINS, SLOPES/SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING STUB OUTS, AND ALL OTHER WORK UNDER THIS SCOPE OF RESPONSIBILITY RELATED TO THIS EQUIPMENT. REFER TO DRAWINGS PREPARED BY FOOD SERVICE EQUIPMENT CONSULTANT FOR ALL FOOD SERVICE EQUIPMENT REFERENCES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND UNTIL JOB IS COMPLETED. 10. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. 11. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 12. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED. 13. CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDUMS AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE KEPT UNDER THE CARE OF THE JOB SUPERINTENDENT. 14. NOT USED 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN ONE (1) YEAR OR AS OTHERWISE SPECIFIED FOR A SPECIFIC COMPONENT AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. 16. CONTRACTOR SHALL REFER AND CONFORM TO ALL RECOMMENDATIONS AND FINDINGS AS SET FORTH IN SOILS GEOLOGICAL REPORT. THE OWNER AND/OR ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE FINDINGS OR FOR THE FINAL RECOMMENDATIONS. GRADING, TRENCHING, ETC., CONTACT OWNER FOR INSTRUCTIONS PROPER TO THE CONTINUATION OF WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION CONSTRUCTION. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 17. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. 18. GENERAL CONTRACTOR TO REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS. ALL ITEMS NOT MARKED AS "OWNER SUPPLIED" ARE TO BE SUPPLIED BY THE GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. 19. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, SOUND EQUIPMENT, PLUMBING VALVES, AND ROOF TOP EQUIPMENT. PLASTIC PHENOLIC ENGRAVED PLAT SCREWED ON, 20. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT AND OWNER ANY SUCH DISCREPANCIES PRIOR TO COMMENCING WORK. 21. ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS OF LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION. 22. THE ARCHITECT AND/OR OWNER WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE OWNER AND/OR ARCHITECT'S APPROVAL OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 23. DECORATIVE MATERIALS, WALL HANGINGS, ETC., SHALL BE NON- FLAMMABLE OR FLAMEPROOF PER STATE FIRE MARSHALL REQUIREMENTS. 24. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING BUILDING CODES/ORDINANCES. 25. GYPSUM WALLBOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING CODES/ORDINANCES. 26. THE INTENT OF THESE DRAWINGS IS TO INDICATE THE SCOPE OF WORK REQUIRED IN ORDER TO CONSTRUCT A COMPLETE AND FINISHED SPACE READY FOR TENANT OCCUPANCY. THE CONTRACTOR AND SUBCONTRACTORS ARE EXPECTED TO VISIT THE PROJECT SITE PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT- PRIOR TO CONSTRUCTION - OF ANY DISCREPANCIES WITHIN THE DRAWINGS OR POSSIBLE CONFLICTS WHICH AFFECT THE PROGRESS OF THIS PROJECT. 27. PIPES AND DUCTS EXCEEDING ONE THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. 28. PROVIDE RODENT PROOF WEATHER-STRIPPING AT THE BOTTOM OF ALL EXTERIOR DOORS. 29. ALL MATERIAL REMOVED BY DEMOLITION ARE TO BE DISPOSED OF BY THE GENERAL CONTRACTOR OFF THE PROJECT SITE IN ACCORDANCE WITH LOCAL RESTRICTIONS. 30. GENERAL CONTRACTOR TO SUPPLY AND INSTALL LAMPS IN ALL LIGHT FIXTURES. 31. COORDINATE ALL ROOF PENETRATIONS WITH BUILDING OWNER AND ALL TRADES PRIOR TO COMMENCEMENT OF WORK. 32. GENERAL CONTRACTOR IS TO ASSURE THAT NO REBAR OR REINFORCEMENT IS PRESENT PRIOR TO CORE DRILLING OR PLACING BOLTS OR ANY OTHER ITEM WHICH COULD DISTURB THE STRUCTURAL SLAB. 33. THE WRITTEN SCALES SUCH AS 1/4'40" APPLY ONLY TO UNREDUCED DRAWINGS. WHEN DRAWINGS ARE REDUCED, ONLY THE GRAPHIC SCALE APPLIES. DO NOT SCALE THESE DRAWINGS. 34. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. 35. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 36. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. 37. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS, WALL BLOCKING AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 38. THE INTENT OF THESE DRAWINGS IS TO INDICATE THE SCOPE OF WORK REQUIRED IN ORDER TO CONSTRUCT A COMPLETE AND FINISHED SPACE READY FOR TENANT OCCUPANCY. THE CONTRACTOR AND SUBCONTRACTORS ARE EXPECTED TO VISIT THE PROJECT SITE PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION - OF ANY DISCREPANCIES WITHIN THE DRAWINGS OR POSSIBLE CONFLICTS WHICH AFFECT THE PROGRESS OF THIS PROJECT. GENERAL NOTES {1 EARTH PLYWOOD ELEVATION KEY OR SECTION KEY SHEET NUMBERa SAND OR GRAVEL FILL i ! INSULATING SHEATHING WOOD STUD PARTITION k ' `? ° `i BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 UNLESS OTHERWISE NOTED RIGID INSULATION BRICK WATER CLOSET ANGLE CONCRETE BLOCK CENTERLINE . CONCRETE TUB/SHOWER HB HOSE BIBB (FREEZE PROOF) STONE �- GAS LINE STUB O STEEL LAVATORY d PENNY DIMENSIONAL LUMBER ❑ DOUBLE SINK PERPENDICULAR R PLATE ,,.��''BLOCKING ❑ SINGLE SINK 0 ROUND OR DIAMETER FINISH GRADE WOOD designer hereby expressly reserves his copright and other property rights in these plans. these plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express written permission and consent of Zachary miller nor are they to assigned to any party without first obtaining said written permission and consent. DIMENSIONS DIMENSIONS ARE TAKEN FROM FACE OF STUD TO FACE OF STUD, UNLESS OTHERWISE NOTED. VARIES DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. 5 SYMBOLS 1 HR. FIRE RATED WALL 2 X FRAME WALL 2 X FRAME WALL WITH INSULATION 2 X BEARING WALL W/ STUDS 0 16' O.C. CONCRETE BLOCK WALL ODOOR NUMBER OWINDOW NUMBER ROOM NAME ROOM TAG X' -X 0" CLG REVISED NUMBER REVISED AREA CLOUDED VIEW ORIENTATION DETAIL NUMBER BUILDING - - - 4 SECTION KEY SHEET NUMBER DETAIL NUMBER 4 DETAIL KEY SHEET NUMBER VIEW ORIENTATION DETAIL NUMBER ELEVATION KEY 4 SHEET NUMBER SHEET INDEX index INDEX, ABBREVIATIONS, SYMBOL5, AND GENERAL NOTES, SITE PLAN A2.0 FND PLAN, FND DETAILS, WALL SECT. A2.1 FLOOR PLAN, ELEVATIONS A2.2 ROOF/FRAMING PLAN t STRUCT. DTLS. A2.3 ELEC. PLAN t LINTEL SCHEDULE 00' 14'-0' RE!5ERVATION I ISET13ACK ----------------------- u �Et Lu Zn �r♦��p�♦�♦*�* �►is+♦�♦�r►♦'♦i���♦fid .1 !•� u �' ♦ �•1►9 • ♦�' ♦i' ♦♦ Cc Uj • ,, +,'�►s1�♦.� a �,'� �. L�♦♦0♦♦♦♦♦♦♦�! I : DING 5ETBACK r rU0 LU LU - ,.: ' . 57< . . ,. D 50.00, oi� PRINCETON P �h� co 1 SCALE: 0=15'-011 LEGAL DESCRIPTION LEG S 45 FT OF LOT 8 + N 15 FT OF LOT q BLK 7 PALM TERRACE PB 4 PG 82 PARCEL ID 06-20-31-502-0700-00$.P D ZONING CITY OF SANFORD ZONING - SR -I IMPORTANT NOTE: THIS PROPOSED SITE PLAN IS NOT AN ACTUAL SURVEY OF SAID PROPERTY. MILLER CONSTRUCTION SERVICES ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SAID INFORMATION. THE OWNER AND/OR PROFESSIONAL LAND SURVEYOR SHALL VERIFY SITE DIMENSIONS AND CONDITIONS, PLACEMENT OF THE STRUCTURE, AND ANY OTHER RESTRICTIONS OR LIMITATIONS BEFORE CONSTRUCTION BEGINS. Y .: DESIGN / BUILD miller constuction services FL reg. CBC 1251569 8241 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER molyet engineering FL reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Moly t TITLE MEET I ANGLE FN FENCE PLAS PLASTER CENTER LINE FBD FIBERBOARD PLA PLASTIC ? COPYRIGHT FGL FIBERGL�AAS PLAM PLASTIC LAMINATE DEGREES FIN FINISH,�ED� PL PLATE DELTA FFE FINISH LOOR ELEVATION PG PLATE GLASS ? DIAMETER FFL FINISHED FLOOR LINE PWD PLYWOOD i FLOW LINE FA FIRE ALARM PT POINT ¢ GREATER THAN FE FIRE EXTINGUISHER PVC POLYVINYL CHLORIDE OR EQUAL TO FEC FIRE EXTINGUISHER CABINET PE PORCELAIN ENAMEL ? LESS THAN FHS FIRE HOSE STATION PCPL PORTLAN CEMENT PLASTER OR EQUAL TO FPL FIREPLACE PD POUND S)) € PLUS OR MINUS FP FIREPROOF PCF POUNDS ER CUBIC FOOT ? PROPERTY LINE FRT FIRE -RETARDANT PLF POUNDS PER LINEAR FOOT SQUARE FOOT FIXT FIXTURE PSF POUNDS PER SQUARE FOOT & AND FLG FLASHING PSI POUNDS PER SQUARE INCH ® AT SPACING OF FLX FLEXIBLE PCC PFB PRECAST CONCRETF PREFABRICATE, NUMBER FG FLOAT (ED) d PENNY FLR Gs� FLOOR,ING3 PFN PREFINISHED X W/ WIDTH X HEIGHT WITH FD FL FLOOR 1R2AIN FLOW LINE PRF PREM PREFORMED PREMOULDED FLUR FLUORESCENT PL PROPERTY LINE ABBREVIATIONS FJT FLUSH JOINT FTG FOOTING QT QUARRY TILE AB ANCHOR BOLT FND FR FOUNDAT ON FRAME D), (ING) RAD RADIUSRR ABV AFF ABOVE ABOVE FINISHED FLOOR FUR FURREDI, E(ING) RFT RAIL E(11N% ACC ACCESS FUT FUTURE REC RECtS ACFL ACCESS FLOOR , AP AC ACCESS PANEL ACOUSTICAL GA GAGE GAUGE RFL REFLECT( �ED , (LVE), (OR) GV GALVANIZED REFR REFRIGEI�A 0 ACPL ACOUSTICAL PLASTER GKT GASKET (FED) REG REGISTER ACT ACR ACOUSTICAL TILE ACRYLIC PLASTIC GC GENERAL CONTRACT, (OR) REIN REINFORCE (ED), ING) GL GLASS, GLAZING RECP REINFORCEb CONNC ET PIPE ADH ADHESIVE GLB GLASS BLOCK REM REMOVE ADJ ADJT ADJACENT ADJUSTABLE GCMU GLAZED CONCRETE MASONRY UNITS REQ'D REQUIRED AGG AGGREGATE GLAM GLUED LAMINATE RES RESILIENT A C AIR CONDITIONING GB GD GRAB BAR GRADE GRADING RET RA RETURN RETURN AIR A T ALTERNATE GRN GRANITE RVS REVERSE ALUMINUM GRT GRATE ING ) REV �'DQALUM REVISE( VISE, (ED) ANC ANCHOR ANCHORAGE GVL GRAVEL( RH RIGHT �AN ANOD ARCH ANODIZED ARCHITECTARCHITECTURAL GRHS GREENHOUSE ROW R RIGHT OF WAY RISER AD AREA DRAIN GT GRD GROUT GUARD RVT RIVET ASPH AT ASPHALT ASPHALT TILE GUT GUTTER R&S ROD AND SHELF AUTO AUTOMATIC GPDW GPL GYPSUM DRY WALL GYPSUM LATH RD RFH ROOF DRAIN ROOF HATCH AWN AWNING GPPL GYPSUM PLASTER RFG ROOFING BASEMENT GPT GPW GYPSUM TILE GYPSUM WALLBOARD RM RO ROOM ROUGH OPENING BL LINE RCP ROUND CONCRETE PIPE BM BRG BEARING HC HANDICAP ROK ROWLOCK BPL BEARING PLATE HRL HBD HANDRAIL HARDBOARD RB RBT RUBBER BASE RUBBER TILE BEL BM BELOW BENCH MARK HDW HARDWARE RBL RUBBLE STONE BET BETWEEN HWD HDR HARDWOOD HEADER SFGL SAFETY GLASS BVL BEVELED HTG HEATING SCH SCHEDULE BEY BLK BEYOND BLOCK HVAC HEAVVEN1AIR CONDITION SCN SCREEN HD HEA DU DUILYY SCUP SCUPPER BLKG BLOCKING HT HEIGHT SNT SEALANT BD as BOARD SIDESNER HPT HIGH POINT STC SEATING BO BOTH HCR HOLLOW CORE SEC SECTION BOT BOTTOM HOR HORIZONTAL SVYD SERVICE YARD BRKT BRACKET HB HOSE BIBB SSK SERVICE INK BRS BRASS INCAN INCANDESCENT SHTH SHT SHEATH, (ING) SHEET BRK BRONZE INCIN INCL INCINERAT R INCLUDE ED� (ING) SG SH SHEET GLASS SHELF SH VING BLDG BUILDING ID INSIDE AIA E R SHNG SHINGLE BUR BUILT UP ROOFING INS ((�� )) BRGL BULLET RESISTANT GLASS INSULATIOG CD C'V WTE SDG SIDLINGE� CAB CABINET IGL INSULATING GLASS Sim SIMILAR CAN CANVAS INT INTM INTERIOR INTERMEDIATE SKL SL SKYLIGHT SLEEVE CPT CSMT CARPET CASEMAST ENT INV INVERT S SLOPE CI JC JANITOR'S CLOSET SOOLL SC SOLDIER SOLID CORE CST CAST STONE JT JOINT SP SOUNDPROOF CB CATCH BASIN JF JOINT FILLER S SOUTH CLG CEILING J JOIST P SC SPACE (R CHT CEILING HEIGHT SGL SPANDIRL'L)GL.ASS CEM CM CEMENT CENTIMETER (S) KPL KICKPLATE SPK SPEAKER CER CERAMIC KIT KO KITCHEN KNOCKOUT SPL SPEC SPECIAL SPECIFICATION CT CERAMIC TILE SPH SPLASH CHBD CHALKBOARD LBL LABEL SQ SQUARE CHAM CHAMFER LAB LABORATORY SST STAINLESS STEEL CHIM CR CHIMNEY CHROMIUM LAD LADDER STGL STAINED GLASS LE LB LAM LAG BOLT LAMINATE (ED) STD STA STANDARD STATION CIRC IRC CIRCUMFERENCE LGL LAMINATED G SS ST STEEL CLEAR, CLEARANCE LAV LAVATORY STO STORAGE CLS CLOSURE LO LAYOUT SF STOREFRONT CGL COATED GLASS LH LEFT HAND SD STORM DRAIN COLCOLUMN STIR STRUCTURAL COMB COMBINATION L LENGTH SCT STRUCTURAL CLAY TILE COM COMPO COMMON COMPARTMENT LW LIGHTWEIGHT STUCCO UBF OOR COMPO COMP COMPOSITIO COMPO ITE COMPRESS, Eb),(ION, ITE LMS LIMESTONE SFLR SUS SUSPENDED CONC CONCRETE LTL LL LINTEL LIVE LOAD SYD SYM SIDE YARD SYMMETRY, (ETRICAL) CMU CONCRETE MASONRY UNIT LOC LOCATE SYN SYNTHETIC CONN CONST CONNECTION CONSTRUCTION LLD LOOSE LAID SYS SYSTEM CONT CONTINUE CONTINUOUS LVR LPT LOUVER LOW POINT TKBD TACKBOARD CONTR CONTRACY, CONTRACTOR TEL TELEPHONE CJT CPR CONTROL JOINT COPPER MB MACHINE BOLT TV TELEVISION CG CORNER GUARD MH MFR MANHOLE MANUFACTURE, (ER) TG TZ TEMPERED GLASS TERRAZ 0 C R CTR CORRUGATED COUNTER MRB MARBLE THK THICK NESS ) CS COUNTERSINK MAS MASONRY THR THRESH LD CRS COURSE MTL MATERIAL TBRL TO BE RELOCATED CFT CUBIC FEET MAX MECH MAXIMUM MECHANIC, (AL) TOBR TPD TO BE REMOVED TOILET PAPER DISPENSER CYD CUBIC YARD MC MEDICINE CABINET TPTN TOILET PARTITION DPR DAMPER MED MEDIUM TOL TOLERANCE DP DAMP PROOFING MDO MEDIUM DENSITY OVERLAY T&G TONGUE AND GROOVE LOADDDEMOLITION MBR MEMBER TSL TOP OF CONCRETE SLAB DEM DEMOLISOH MMB MEMBRANE TC TOP OF CURB DMT DEMOUNTABLE MET METAL TJ TOP OF JOIST DTL DETAIL M METER S TP TOP OF PLATE DIAG DIAGONAL MW MM MICROWA MILLIMETER, (S) TST TSF TOP OF STEEL TOP OF SUBFLOOR DIA DIAMETER CIM DIMENSION MIN MINIMUM TW TOP OF WALL SDP DISPENSER MIR MGL MIRROR MIRROR GLASS (FRAMED) TPG TOR TOPPING TO REMAIN DR DIVISION MISC MISCELLANEOUS TB TOWEL BAR DTA DOVETAIL ANCHOR MO MASONRY OPENING TR TRANSOM DNS DOWN AIL ANCHOR SLOT MR DING MOP REGI MOULDING TRNB TURNBUCKLE DS DOWNSPOUT MT MOUNT t ED�, (ING) TYP TYPICAL DT DWR DRAIN TILE DRAWER MOV MULL MOVABLE MULLION UC UNDERCUT DWG DF DRAWING DRINKING FOUNTAIN NL NAILABLE UNF LINO UNFINISHED UNLESS NOTED OTHERWISE DW DISHWASHER NAT NATURAL UR URINAL DBWDUMBWAITER NI NR NICKEL NOISE REDUCTION UTL UTILITY NOM NOMINAL Vi V -JOINT EF EACH FACE N NORTH VB VAPOR BARRIER EW EACH WAY NIC NOT IN CONTRACT VAR VARNISH ESMNT NTS NOT TO SCALE VNR VENEER EASEMENT NO NUMBER VERT VERTICAL ELAS ELASTIC OC ON CENTER, (S) VG VIN VERTICAL GRAIN VINYL ELEC EP ELECTRIC, (AL ELECTRICAL PANELBOARD OP OPAQUE VB VINYL BASE EWC ELECTRIC W TER COOLER OPG OPENING VCT VINYL COMPOSITION TILE EL ELEVATION VERTICAL HEIGHT OPH OPPOSITE HAND VF VINYL FABRIC ELE ELEVATION VIEW ) ORN ORNAMENTAL VT VINYL TILE ELEV ELEVATOR OD OUTSIDE DIAMETER VICP VITREOUS CLAY PIPE EMER EMERGENCY OA OVERALL VICT VITREOUS CLAY TILE ENC ENCLOSE, (QUAL URE) OH OVERHEAD WSCT WAINSCOT EQP EQUIPMENT PNT PAINT, ( D� WH WALL HUNG ESC ESCALATOR PNL PANEL, IN ) WC WATER CLOSET EST ESTIMATE PB PANIC B R SHTR WATER HEATER EXH EXHAUST PTD PAPER TOWEL DISPENSER WP WATERPROOFING EXG EXISTING PTR PAPER TOWEL RECEPTOR WR WATER RESISTANT EXMPEXPANDED METAL PLATE PAR PRPT PARALLEL PARAPET WS WST WATERSTOP WEATHERSTRIP, (ING EG EJT EXPANSION BOLT EXPANSION JOINT PK PARKING WWF WELDED WIRE F BRI EXP EXPOSED PBD PARTICLE BOARD W WEST EXT FOC EXTERIOR FACE CONCRETE PTN PV PARTITI PAVE DJ, (ING) WHS WID WHEEL STOP WIDTH WIDE OF PVMT PAVE�A N WIN WINDOW FOF FOM FACE OF FINISH FACE OF MASONRY PERF PERFORATE, (ED) WG WIRED GLASS FOS FACE OF STUDS PER PERIMETER WM WIRE MESH FAS FASTEN, FASTENER PTR PLANTER WO WITHOUT PLTG PLANTING WD WOOD WI WROUGHT IRON © copyright 2010, zachary miller GENERAL NOTES 1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS AND OWNER. CONTRACTOR SHALL ACCEPT PREMISES AS FOUND. OWNER ASSUMES NO RESPONSIBILITY FOR THE CONDITION OF THE EXISTING SITE OR EXISTING STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS; DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED IF ANY DISCREPANCY OCCURS PRIOR TO CONTINUING WITH WORK. 3. ALL PLAN DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE INDICATED. 4. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. THE CONTRACTORS MUST COMPLY WITH THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. 5. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS HE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBI F FOR CORRECTING ANY ERRORS AFTER THE START OF CONSTRUCTION WHICH HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT AND OWNER. 6. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL REQUIRED CITY, COUNTY AND/OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THE WORK. 8. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND COORDINATE LOCATION OF FLOOR SINKS, FLOOR DRAINS, SLOPES/SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING STUB OUTS, AND ALL OTHER WORK UNDER THIS SCOPE OF RESPONSIBILITY RELATED TO THIS EQUIPMENT. REFER TO DRAWINGS PREPARED BY FOOD SERVICE EQUIPMENT CONSULTANT FOR ALL FOOD SERVICE EQUIPMENT REFERENCES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND UNTIL JOB IS COMPLETED. 10. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. 11. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 12. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED. 13. CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDUMS AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE KEPT UNDER THE CARE OF THE JOB SUPERINTENDENT. 14. NOT USED 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN ONE (1) YEAR OR AS OTHERWISE SPECIFIED FOR A SPECIFIC COMPONENT AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. 16. CONTRACTOR SHALL REFER AND CONFORM TO ALL RECOMMENDATIONS AND FINDINGS AS SET FORTH IN SOILS GEOLOGICAL REPORT. THE OWNER AND/OR ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE FINDINGS OR FOR THE FINAL RECOMMENDATIONS. GRADING, TRENCHING, ETC., CONTACT OWNER FOR INSTRUCTIONS PROPER TO THE CONTINUATION OF WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION CONSTRUCTION. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 17. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. 18. GENERAL CONTRACTOR TO REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS. ALL ITEMS NOT MARKED AS "OWNER SUPPLIED" ARE TO BE SUPPLIED BY THE GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. 19. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, SOUND EQUIPMENT, PLUMBING VALVES, AND ROOF TOP EQUIPMENT. PLASTIC PHENOLIC ENGRAVED PLAT SCREWED ON, 20. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT AND OWNER ANY SUCH DISCREPANCIES PRIOR TO COMMENCING WORK. 21. ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS OF LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION. 22. THE ARCHITECT AND/OR OWNER WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE OWNER AND/OR ARCHITECT'S APPROVAL OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 23. DECORATIVE MATERIALS, WALL HANGINGS, ETC., SHALL BE NON- FLAMMABLE OR FLAMEPROOF PER STATE FIRE MARSHALL REQUIREMENTS. 24. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING BUILDING CODES/ORDINANCES. 25. GYPSUM WALLBOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING CODES/ORDINANCES. 26. THE INTENT OF THESE DRAWINGS IS TO INDICATE THE SCOPE OF WORK REQUIRED IN ORDER TO CONSTRUCT A COMPLETE AND FINISHED SPACE READY FOR TENANT OCCUPANCY. THE CONTRACTOR AND SUBCONTRACTORS ARE EXPECTED TO VISIT THE PROJECT SITE PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT- PRIOR TO CONSTRUCTION - OF ANY DISCREPANCIES WITHIN THE DRAWINGS OR POSSIBLE CONFLICTS WHICH AFFECT THE PROGRESS OF THIS PROJECT. 27. PIPES AND DUCTS EXCEEDING ONE THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. 28. PROVIDE RODENT PROOF WEATHER-STRIPPING AT THE BOTTOM OF ALL EXTERIOR DOORS. 29. ALL MATERIAL REMOVED BY DEMOLITION ARE TO BE DISPOSED OF BY THE GENERAL CONTRACTOR OFF THE PROJECT SITE IN ACCORDANCE WITH LOCAL RESTRICTIONS. 30. GENERAL CONTRACTOR TO SUPPLY AND INSTALL LAMPS IN ALL LIGHT FIXTURES. 31. COORDINATE ALL ROOF PENETRATIONS WITH BUILDING OWNER AND ALL TRADES PRIOR TO COMMENCEMENT OF WORK. 32. GENERAL CONTRACTOR IS TO ASSURE THAT NO REBAR OR REINFORCEMENT IS PRESENT PRIOR TO CORE DRILLING OR PLACING BOLTS OR ANY OTHER ITEM WHICH COULD DISTURB THE STRUCTURAL SLAB. 33. THE WRITTEN SCALES SUCH AS 1/4'40" APPLY ONLY TO UNREDUCED DRAWINGS. WHEN DRAWINGS ARE REDUCED, ONLY THE GRAPHIC SCALE APPLIES. DO NOT SCALE THESE DRAWINGS. 34. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. 35. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 36. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. 37. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS, WALL BLOCKING AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 38. THE INTENT OF THESE DRAWINGS IS TO INDICATE THE SCOPE OF WORK REQUIRED IN ORDER TO CONSTRUCT A COMPLETE AND FINISHED SPACE READY FOR TENANT OCCUPANCY. THE CONTRACTOR AND SUBCONTRACTORS ARE EXPECTED TO VISIT THE PROJECT SITE PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION - OF ANY DISCREPANCIES WITHIN THE DRAWINGS OR POSSIBLE CONFLICTS WHICH AFFECT THE PROGRESS OF THIS PROJECT. GENERAL NOTES {1 EARTH PLYWOOD ELEVATION KEY OR SECTION KEY SHEET NUMBERa SAND OR GRAVEL FILL i ! INSULATING SHEATHING WOOD STUD PARTITION k ' `? ° `i BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 UNLESS OTHERWISE NOTED RIGID INSULATION BRICK WATER CLOSET ANGLE CONCRETE BLOCK CENTERLINE . CONCRETE TUB/SHOWER HB HOSE BIBB (FREEZE PROOF) STONE �- GAS LINE STUB O STEEL LAVATORY d PENNY DIMENSIONAL LUMBER ❑ DOUBLE SINK PERPENDICULAR R PLATE ,,.��''BLOCKING ❑ SINGLE SINK 0 ROUND OR DIAMETER FINISH GRADE WOOD designer hereby expressly reserves his copright and other property rights in these plans. these plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express written permission and consent of Zachary miller nor are they to assigned to any party without first obtaining said written permission and consent. DIMENSIONS DIMENSIONS ARE TAKEN FROM FACE OF STUD TO FACE OF STUD, UNLESS OTHERWISE NOTED. VARIES DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. 5 SYMBOLS 1 HR. FIRE RATED WALL 2 X FRAME WALL 2 X FRAME WALL WITH INSULATION 2 X BEARING WALL W/ STUDS 0 16' O.C. CONCRETE BLOCK WALL ODOOR NUMBER OWINDOW NUMBER ROOM NAME ROOM TAG X' -X 0" CLG REVISED NUMBER REVISED AREA CLOUDED VIEW ORIENTATION DETAIL NUMBER BUILDING - - - 4 SECTION KEY SHEET NUMBER DETAIL NUMBER 4 DETAIL KEY SHEET NUMBER VIEW ORIENTATION DETAIL NUMBER ELEVATION KEY 4 SHEET NUMBER SHEET INDEX index INDEX, ABBREVIATIONS, SYMBOL5, AND GENERAL NOTES, SITE PLAN A2.0 FND PLAN, FND DETAILS, WALL SECT. A2.1 FLOOR PLAN, ELEVATIONS A2.2 ROOF/FRAMING PLAN t STRUCT. DTLS. A2.3 ELEC. PLAN t LINTEL SCHEDULE 00' 14'-0' RE!5ERVATION I ISET13ACK ----------------------- u �Et Lu Zn �r♦��p�♦�♦*�* �►is+♦�♦�r►♦'♦i���♦fid .1 !•� u �' ♦ �•1►9 • ♦�' ♦i' ♦♦ Cc Uj • ,, +,'�►s1�♦.� a �,'� �. L�♦♦0♦♦♦♦♦♦♦�! I : DING 5ETBACK r rU0 LU LU - ,.: ' . 57< . . ,. D 50.00, oi� PRINCETON P �h� co 1 SCALE: 0=15'-011 LEGAL DESCRIPTION LEG S 45 FT OF LOT 8 + N 15 FT OF LOT q BLK 7 PALM TERRACE PB 4 PG 82 PARCEL ID 06-20-31-502-0700-00$.P D ZONING CITY OF SANFORD ZONING - SR -I IMPORTANT NOTE: THIS PROPOSED SITE PLAN IS NOT AN ACTUAL SURVEY OF SAID PROPERTY. MILLER CONSTRUCTION SERVICES ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SAID INFORMATION. THE OWNER AND/OR PROFESSIONAL LAND SURVEYOR SHALL VERIFY SITE DIMENSIONS AND CONDITIONS, PLACEMENT OF THE STRUCTURE, AND ANY OTHER RESTRICTIONS OR LIMITATIONS BEFORE CONSTRUCTION BEGINS. Y .: DESIGN / BUILD miller constuction services FL reg. CBC 1251569 8241 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER molyet engineering FL reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Moly t TITLE MEET I STRUCTURAL NOTES: 1 CODES: 1.1 CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE 2007" AS ADOPTED BY THE COUNTY AND AS APPLICABLE AMENDMENTS. 2) DESIGN CRITERIA: 2.1 DWELLING FLOORS --- 40 PSF LIVE LOAD 2.2 BALCONIES ---- 40 PSF LIVE LOAD 2.3 ROOF LIVE LOAD --- 20 PSF LIVE LOAD 3 SOIL: 3.1 FOUNDATIONS ARE BASED ON PRESUMPTIVE BEARING CAPACITY OF A MINIMUM 2500 PSF ON UNDISTURBED ROCK OR SAND. VERIFY ACTUAL CONDITIONS PRIOR TO PLACING OF FOOTING. IF FOUNDATION IS ON PREPARED FILL, VERIFY SUITABILITY OF FILL FOR USE AS FOUNDATION BEARING MATERIAL. 3.2 RECOMPACT DISTURBED SOIL IN FOOTING BOTTOMS PRIOR TO PLACEMENT OF CONCRETE. 3.3 FOUNDATIONS SHALL BE CENTERED UNDER SUPPORTED COLUMN WALL U.N.O. 4) CONCRETE: 4.1 STRUCTURAL CONCRETE SHALL CONFORM TO THE ACI 305 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH: FOOTINGS /SLABS -------- 2500 psi BOND BEAM (BEAMS, COLUMNS) -------- 3000 psi COURSE GROUT BEAMS, COLUMNS ------- 3000 psi 4.2 ALL REINFORCING STEEL SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A-615 AND SHALL LAP MIN. 40 BAR DIAMETER TYP. THROUGHOUT (BEAMS, COLUMNS, FOOTINGS) 4.3 WELDED WIRE FABRIC (WWF): ASTM A185. 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 4.5 PROVIDE THE FOLLOWING COVERAGES OVER REINFORCING: BOTTOM/TOP/SIDES FOOTINGS: 3"/2"/3" BEAMS: 1 1/2" COLUMNS: -/-/1 1/2" 4.6 SEE CONCRETE BEAM SCHEDULE FOR MINIMUM STEEL LAP REQUIREMENTS 4.7 EARTH SUPPORTED SLABS: ( INCLUDING EXTERIOR WALK AND DRIVE SLABS): 4" THICK REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AT MID DEPTH OF SLAB. FIBERMESH MAY BE USED IN LIEU OF WWF AT THE CONTRACTOR'S OPTION. 4.8 CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ASTM C -94-78A 4.9 FILL FOR SLAB SHALL BE PLACED IN 12" LAYERS AND ROLLED AND/OR COMPACTED TO MINIMUM FIELD DENSITY OF 95% AS MEASURED BY THE MODIFIED PROCTOR TEST PER AASHTO-T-180. ALL FILL SHALL BE CLEAN SAND, FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS. 4.10 ALL DOWELS, SLEEVES, CONDUIT, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND DRAINS SHALL BE IN PLACE BEFORE CONCRETING. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ACHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5) MASONRY: 5.1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR MASONRY CONSTRUCTION' (ACI/ASCE 5.30-99) AND SPECIFICATIONS FOR MASONRY CONSTRUCTION (ACI530.1-99/ASCE 6-99). 5.2 USE TYPE "S" MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI. 5.3 MASONRY UNITS SHALL CONFORM TO ASTM C90 OR C146 WITH MINIMUM NET COMPRESSIVE STRENGTH OF 1500 PSI. 5.4 PROVIDE FILLED CELLS WITH 1-#5 REBAR AS SHOWN IN THE PLANS FILLED CELLS WITH 2-#5 ( ALT. 1-#7) VERTICAL SHALL BE LOCATED AT EACH SIDE OF OPENINGS 10'-0" AND GREATER, AT ALL GIRDER BEARINGS, INCLUDING HIP -SET GIRDERS. 5.5 CONCRETE FOR FILLED CELLS SHALL BE VIBRATED DURING PLACEMENT USING A "PENCIL" VIBRATOR. 6 WOOD: 6.1 WOOD FRAMING STRUCTURAL MEMBERS: #2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS Fb = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI (DOES) NOT INCLUDE INTERIOR NON LOAD BEARING STUD WALLS). 6.2 ALL NON-STRUCTURAL LUMBER SHALL BE "H.F." OR "S.P.F." ( MIN Fb= 750 PSI) UNLESS SPECIFIED OTHERWISE ( FILLER BLOCKING MATERIAL, ETC.) 6.3 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, 1995 EDITIO AND HIB 91 ( IF APPLICABLE). 6.4 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED 6.5 ROOF SHEATHING: REFER TO ROOF PLAN WALL SHEATHING: REFER TO FLOOR PLAN FLOOR SHEATHING: 23/32" APA RATED 32/16 EXPA CDX PLYWOOD w/ 8d COMMON NAILS 0 4" C EDGES, 6"O.C. FIELD 6.6 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7) VERIFICATION OF FIELD CONDITIONS: 8.1 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE lv SAME, WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS SUCH CONDITIONS SHALL 113E CALLED TO THE DESIGNER'S A'FFENTIION AND NECESSARY ADJUSTMENTS MADE PER DESIGNER'S INSTRUCTIONS. 8.2 ALL WRITTEN DIMENSIONS PER PLAN TAKE PRECEDENCE OVER SCALED DIMENSIONS. 8.3 CONTRACTOR SHALL COORDINATE ALL THE WORK OF TRADES INVOLVED. 8.4 ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED PER MANUFACTURER RECOMMENDATIONS AND SPECIFICATIONS. 8.5 CONTRACTORS SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY DETAILS AND SPECIFICATIONS FOUND IN THESE DRAWINGS PROVIDED NOTIFICATION AND APPROVAL OF ARCHITECT/DESIGNER PRIOR TO EXECUTION. EXTERIOR FINISH GRADE IS) 8° # 5 DOWEL 8"X8"X16" CONC. BLOCK CONC. SLAB / 6X6 10/10 W.W.M. W .4. - 4 /.>�% i COMPACTED FILL TERMITE TREATED MOISTURE BARRIER -- 2 # 5 BARS CONT. 16" 3/4" I'-011 3 -TAB SHINGLES ON 15# FELT VAPOR BARRIER ON 1/2" C.D.X. PLYWOOD OVER PRE-ENGINEERED, --� PRE -FABRICATED WOOD TRUSSES @ 24" O.C. SEE PLAN 12 (TYP.) SE pr s��� SINPSON METAIG PLA HURRICANE CONNEGTORi PER ENGINEER GALV. MTL. DRIP OVER PT IX6 ALUMINUM FASCIA ALUMINUM CONTINUOUS VENTED SOFFIT I 5/5" STUCCO FIN. OVER 1 C.M.U. WALL (TYP.) I'}I I" X 3" P.T. WINDOW/DOOR BUCK ANCHORED TO BLOCK W/ 1-3/13" T -NAILS @ G" O.C. OR 2"X P.T. I -,r WINDOW/DOOR BUCK ANCHORED TO BLOCK W/ 3/16" DIA, X 3" TAP CON SCREWS @ 12" O.C.CL . I. z < l'>' LO< I.�• LU GRADE --------- I 1 4" CONCRETE SLAB W/ 6"X6" HI A X HI A WWF (OR FIBERMESH) OVER G MIL VAPOR BARRIER ON CLEAN COMPACTED CONT. "RAIN CUT" @ EDGE OF CONC. SLAB 2 # 5 BARS CONT. !,111111F Ae A 1. !,10 3/4" = 1'-0" R-30 INSULATION (MINIMUM) SEE ELEVATION GYP. BOARD AT CEILING 6X8X1G C.M.U. KNOCK -OUT BLOCK REINF. W/I-#5 CONT. SEE ELEVATIO P.C. LINTEL W/ 1 # 5 INDICATES #5 ROD DOWELS VERT. IN BLOCK CELLS CONTINUOUS FROM FOOTING REINFORCEMENT TO CONC. BOND BEAM ABOVE. FILL CELLS WITH CONCRETE. ( SEE STRUCTURAL DWGS.) 6" U -SHAPED PRECAST LINTEL OVER ALL OPENINGS W/ (1) # 5 IN EACH. WINDOW UNIT -PRECAST SILL BY PRECAST MFG. - 8"X8"XIG" CONCRETE BLOCK WALL W/ DUR-O-HAL VERTICAL RE- INFORCEMENT EVERY 32" O.C. - R 4.2 INSULATION @ BLOCK WALLS - 1/2" DRYWALL OVER IX FURRING STRIPS OVER 13" CMU. - WOOD BASE -4" CONCRETE SLAB W/ 6"X6" IO/IO W.W.M. (W/ FIBERMESH OPTION) ON G NIL VAPOR BARRIER OVER WELL COMPACTED TERMITE TREATED FILL. 0'-0" FIN. FLR /.. .//, �..:.// `/ ...Li`. TIONTIN % 3 TAB SHINGLES OVER 30# FELT ON PLYWD. OVER P.E. TRUSS 8'--0" CLG. H, ALUM SOFF FASCIA AND Dl Er PAINTED STRL B LC 0'-0" fin. - 3 TAB SHINGLES OVER 30# FELT ON �" PLYWD. OVER P.E. TRUSS W-0" CLG. He ALUM SOFF FASCIA AND DF ED PAINTED STRU BLG 0'-0" Fin. - 3 TAB SHINGLES OVER 30# FELT ON �" PLYWD. OVER P.E. TRUSS W-0" CLG_ H, 0-8" HEAD H} ALUM SOFF FASCIA AND DI FE PAINTED STRI. BLC 0'-0" fin._ scale: a25=12" I 3 TAB SHINGLES OVER 30# FELT ON Y" PLYWD. OVER P.E. TRUSS W-0" CLG_ HGT_ 4 _ HEAD HGT_ _ ALUM SOFFIT, 1" FASCIA AND 13'- 0-3/4 DRIP EDGE - - - - - - - - - - - 3040 ciN 5/8" STUCCO --� OVER CMU 1 ?• 3 i I STEEL O.N. :}:,ii; i:, ?} ? iH: i i DOOR 10, firs. flr. - LUM SOFFIT, FASCIA AND DRIP EDGE 5/8" STUCCO OVER CMU scale: .25=12" rc� copyright 2010, zachary miller designer hereby expressly reserves his copright and other property rights in these plans. these plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express written permission and consent of zachary miller nor are they to assigned to any party without first obtaining said written permission and consent. ALUM. WINDOW (TYP.) 26'-0" scale = 1/412 AREA TABULATIONS MAIN HOUSE FIRST FLOOR -A/C 1045 5-F. FRONTPORCH 33 S. F. GARAGE 231 5. F. TOTAL 50. FT- 1130q 5. F. 2D mac, _i - UNLESS OTHERIMSE NOTED, ALL WOOQLWQ0D CONNECTORS ARE TO BE SIMPSON STRONG -TIE MTS12 WITH '14-10dxl 1 /2"FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dxt - THE STANDARD CARE FOR ALL PROFESSIONAL SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WILL BE THE SKILL AND CARE USED BY MEMBERS OF THE CONSULTANTS PROFESSION PRACTICING UNDER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND IN THE SAME LOCALITY. CONSULTANT MAKES NO WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS AGREEMENT OR OTHERIISE IN CONNECTION WITH CONSULTANTS SER)ACES. - CLIENT AND CONSULTANT EACH AGREE TO INDEMNIFY AND HOLD OTHER HARMLESS AND THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE ATTORNEY'S FEES TO THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING PARTY S NEGLIGENT ACTS OR ERRORS OR OMISSIONS- IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTMEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. I CERTIFY THAT I HAVE REVIEWED � THESE PLANS AND THEY CONFORM TO: CHAPTER 16 OF THE 2007 FLORIDA BUILDING CODE -OR- CHAPTER R301 OF THE 2007 FLORIDA RESIDENTIAL CODE QfWn CRITERIA: BASC 'IND SPEED _ - 120 LPiI 1 1 10'-73 1" 2'-4V2" 13'- 0-3/4 - - - - - - - - - - - - 3040 ciN - - - - - - - - - - - - - - - - - - - 3040 "�' N y� 1 ?• 3 i tq }. iil,ii ii}.}3 :}:,ii; i:, ?} ? iH: i i ( 10, BRIAN A. MOLYET P.E. - 1060 E. INDUSTRIAL DR. SUITE d✓ ` Q Suite 2m I I a 1Z Suite I -- PF #041509 CARPET 8'-0" CLG= i `; CARPET 8'-0" CLG+ {6' Q I �� 1-4" ol 5'V 4/2II 8 I - m :................................. . K1613 BF :. IR 15 tyCz .._.. ---------------- IR / IS in 5068 B 2668 - __...r.._....... i -_ -_ WC�..�...TI�L1=..... - -0 CLG ._ � ........' ..........'"-. ........... ...... 0oPKT �- � �.---- Suite 3 TIL /� CARPET ' - ...... 8-0" CLG- _. _ -_ � .; ......_ } 1 WAST -I DRY /) - - - - - SHOWER :- i +01-011 WN31 UHA } i � ..... 2668 } (( a } '• 1 ° �LIVII I 1 ..._ ................. ..............1..""'""...... ................y.................1.. ... __ ... _ Wrl'10 IACCE55 w/ P (-D L i -- -U LPOWPLU&IRS J -----. ' ................... ! ` I ::: ..... 1 car garage C� -- -- � } } ---_- >-- -- :-:: ---------------- -- - } CONC. 8 -0 GLG. N L -'-- .......... -- I \ / I 55 X ..._: K tc%en } TIL --------- a I 0" L.G. i -- } RANGE ... _ -. -q REF. 0 0 - i jj - _.. ;........_.... ............. t .................... ...... ...... ...... I I }*01 _ 3 I� -- _, a .. f ------- ------i . _ ----- ing _. *-411 T1 II _- i F nt Porch - _}_.............._.............. ........... 3040 5H 3040 SH I_A11 -- 81-q" }-411 41-011 21-011 31-811 51-011 101-0" 51-411 10'-F}n 261-0" scale = 1/412 AREA TABULATIONS MAIN HOUSE FIRST FLOOR -A/C 1045 5-F. FRONTPORCH 33 S. F. GARAGE 231 5. F. TOTAL 50. FT- 1130q 5. F. 2D mac, _i - UNLESS OTHERIMSE NOTED, ALL WOOQLWQ0D CONNECTORS ARE TO BE SIMPSON STRONG -TIE MTS12 WITH '14-10dxl 1 /2"FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dxt - THE STANDARD CARE FOR ALL PROFESSIONAL SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WILL BE THE SKILL AND CARE USED BY MEMBERS OF THE CONSULTANTS PROFESSION PRACTICING UNDER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND IN THE SAME LOCALITY. CONSULTANT MAKES NO WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS AGREEMENT OR OTHERIISE IN CONNECTION WITH CONSULTANTS SER)ACES. - CLIENT AND CONSULTANT EACH AGREE TO INDEMNIFY AND HOLD OTHER HARMLESS AND THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE ATTORNEY'S FEES TO THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING PARTY S NEGLIGENT ACTS OR ERRORS OR OMISSIONS- IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTMEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. I CERTIFY THAT I HAVE REVIEWED � THESE PLANS AND THEY CONFORM TO: CHAPTER 16 OF THE 2007 FLORIDA BUILDING CODE -OR- CHAPTER R301 OF THE 2007 FLORIDA RESIDENTIAL CODE QfWn CRITERIA: BASC 'IND SPEED _ - 120 LPiI - 'MO a4PORTMCE FACTOR 1 B1111 r Nl CATE y — M0 E)TOWRE 13 INTHiNAL PW -39M COfHC-"T -- +/- 0.18 CQ4PQ MTS & CLAWNG OESKA PRES iIRE CARACE DOOR OFFS d PRF 351)RE Z1✓ -F 4 NO OTHER CER1IHCA11ONS rK STA -LEO OR WPIH m ( 2_ BRIAN A. MOLYET P.E. - 1060 E. INDUSTRIAL DR. SUITE d✓ ` Z ORANGE CITY, FL 32763 r__ C) PF #041509 CERTIFICATE AUTHORITY M009855 DATE DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st. Sanford, fl 32771 Phone: 407-792-3955 contact: zachary Miller ENGINEER molyet engineering FL reg. PE041509 1060 e. industrial shite w orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet SkFa7 TIP E SlEEr 2® r r r Y r 0 0� m ( C11) "�`L•Yk¢M -- 70 W L' r__ C) CIO - VJ SkFa7 TIP E SlEEr 2® r r r Y r 0 HETA20 TYP. 8' framing plan scale. .25=12" SIZE STUD MATERIAL & 0/C SPACING .... ...................... ..... ............,.... .�.� �..� .�.. ..—... I%. ...,....«............ ....«. ........... ...... 2" X 4" SPRUCE, FIR 24" 0/C 8'-4" E... ...................... ...... , .. .......... .......... ' I� I 10'-0" 2" X 4" SPRUCE, FIR 12" 0/C 11'-8" 2" X 4" SOUTHERN PINE 24" 0/C 2k& ...0 N VTICNAL— F 2" X 4" SOUTHERN PINE 16" 0/C 11'-0" 2" X 4" SOUTHERN PINE 12" 0/C 12'-8" .ANI G @ 2ejil I 3. 2" X 6" SPRUCE, FIR 16" 0/C O.C. i(Y ) = I • I : E j 2" X 6" SPRUCE, FIR 12" 0/C 18'-4" 2" X 6" SOUTHERN PINE 24" 0/C 14'-0" 2" X 6" SOUTHERN PINE 16" O/C 17'-0" 2" X 6" SOUTHERN PINE 12" 0/C 19'-8" 2" X 8" SPRUCE, FIR 24" 0/C Zz I f i 2" X 8" SPRUCE, FIR 16" 0/C —I_ — 24'-0" rr• '- 18'-4" 2" X 8" SOUTHERN PINE 16" 0/C II 1 iI .................................................... . .. --.-........... ... ............. El 2" X 8" SOUTHERN PINE 12" O/C 26'-0" (16) 1 O 3 HEADER STUDS REQ. 2) FULL LENGTH STUDS A. (NER) SIMPSON "j 4 HEADER STUDS REQ. �2) FULL LENGTH STUDS 02 RIDGE D hP.:•,.... (NER) USP AC5 (6) 1 O :..: 3613 (ICBO) 4. BEARING WALL NAIL PATTERN: F--- 365 413 (NER) SIMPSON 1. PLYWOOD: (FIELD) USE 8D NAILS Q 12" 0/C OO 1450 * (NER) OR O.S.B. (EDGE) USE 8D NAILS ©6" O/C -------- _ ----- ---� 18-q �4' 2. GYPSUM: (FIELD) USE 5D NAILS Q 10" 0/C OO ® ......................... ..................... OO .............................. 17-4 (EDGE) USE 5D NAILS @ 7" 0/C 5. 5. ROOF NAILING PATTERN: PLYWD OR OSB 1 ZONE 1 — USE 8D COMMON NAILS © 12" 0/C ZONE CHART 2 ZONE 2 - USE 8D COMMON NAILS ©6" 0/C E L I 6• 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" 0/C -- - _ I . 7. I USED IN LIES OF 8D COMMON NAILS. NAILED @ 5" O.C. EDGES & 10" O.C. FIELD _ ... ............................... 8. ; Y' HGT. i INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF @ 16" O.C. UNLESS OTHERWISE NOTED. ........... •::: - 2x8 CONV NTIONAL € _X....................................................w � FRAMING 24 " I or !I i ,. ............ _................................_... ..... j+ -----_..... ---------- ; I II:f Ei I s 2x8 C NV -N ZONAL � ; ............... ........ ..........; I �-` i; FRAM G 24" , i r ... f...... ; € 11 : - O.C. YI<) ; ..... . .......................... ..................:..: - -,l it I ff y '3 ; � II I � i —0" TRUSS c3RG. I'' c i i; framing plan scale. .25=12" SIZE STUD MATERIAL & 0/C SPACING MAX. HT. 2" X 4" SPRUCE, FIR 24" 0/C 8'-4" 2" X 4" SPRUCE, FIR 16" O/C 10'-0" 2" X 4" SPRUCE, FIR 12" 0/C 11'-8" 2" X 4" SOUTHERN PINE 24" 0/C 9'-0" 2" X 4" SOUTHERN PINE 16" 0/C 11'-0" 2" X 4" SOUTHERN PINE 12" 0/C 12'-8" 2" X 6" SPRUCE, FIR 24" O/C 3. 2" X 6" SPRUCE, FIR 16" 0/C 16'-0" 2" X 6" SPRUCE, FIR 12" 0/C 18'-4" 2" X 6" SOUTHERN PINE 24" 0/C 14'-0" 2" X 6" SOUTHERN PINE 16" O/C 17'-0" 2" X 6" SOUTHERN PINE 12" 0/C 19'-8" 2" X 8" SPRUCE, FIR 24" 0/C 17'-0" 2" X 8" SPRUCE, FIR 16" 0/C 21'-0" 2" X 8" SPRUCE, FIR 12" 0/C 24'-0" 2" X 6" SOUTHERN PINE 24" 0/C 18'-4" 2" X 8" SOUTHERN PINE 16" 0/C 22'-8" 2" X 8" SOUTHERN PINE 12" O/C 26'-0" CONC. LINTEL BLOCK FILLED W/ (1) #5 PRECAST CONC. LINTEL CONC. ----FILLED W/ 1 #5'S UP TO 16' (NON-BEARING) USE= 1 #5 IN HEADER. 16' BEARING AND 18' USE 2 #5'S IN HEADER. GARAGE DOOR HEADER DTL. BOTTOM PLATE 1 #5 VERT. REINF C.M.U. P.T. END STUD 1/2" ANCHOR BLOT @ 48" 0/C (VERT.) (3 MIN.) FRAME TO BLOCK CONNECTION CLIP' AAM tlnl C l9QM A 9 M N I 1--,r-A rl 1 /NA r% 1/, Ml-f- 2X10 #2 SYP (2" LARGER THAN RAFTERS) W/ !4eA FOR16X10�(6)16d FORR 2X6, 162X10R 2X8, (5) 16d #2 SYP RAFTER W SIMPSON 4 @ RIDGE BD. & LATE (SEE ROOF PLAN FOR SIZEES) X10 RIDGE (2" LARGER THAN RAFTERS) TYP. VALLEY FRAMING 4" CONC. W/ 6X6 10/10 W.W.M. FOOTER PIPE THRU ADD (1) #5 25" LAP FOOTER PIPE THRU MONO FTG. DETAIL RT -18 OR EQUIV. (4) TAPCONS X 2" NTEL CORRECTION FOR MISSED LINTEL STRAP DETAIL EXIST. ROOF SYSTEM AND ROOF STRAPPING DRILL 6" INTO EXIST. LINTEL EPDXY & DRIVE #5 & BEND VERT., 25" LAP REQ'D. SPLIT FACE OF BLOCK @ PROP. FILLED CELL LOC- ATION. (TYP.) ALTERNATE LOCA HON OF FOOTING DETAIL W/ FILLED CHAIR BLOCK DRILL 6" INTO EXIST. FTG., EPDXY & DRIVE #5 & BEND VERT., 25" LAP REQ'D. CORRECTION FOR MISSED DOWE NOTES: (10) 1 O 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. (NER) 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS (6) 1Od, (4) 1 O 585 \///O ZLU SIMPSON NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. (6) 10d x 1-1/2" 3. HEADER STUD REQUIREMENT (NER) SIMPSON 2 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" 5' ROOF EDGE 4'� 1715 3 HEADER STUDS EACH SIDE) 6'-0" TO 12'-0" ry SIMPSON 4 HEADER STUDS EACH SIDE) 12'-0" TO 18'-0" CLIP' AAM tlnl C l9QM A 9 M N I 1--,r-A rl 1 /NA r% 1/, Ml-f- 2X10 #2 SYP (2" LARGER THAN RAFTERS) W/ !4eA FOR16X10�(6)16d FORR 2X6, 162X10R 2X8, (5) 16d #2 SYP RAFTER W SIMPSON 4 @ RIDGE BD. & LATE (SEE ROOF PLAN FOR SIZEES) X10 RIDGE (2" LARGER THAN RAFTERS) TYP. VALLEY FRAMING 4" CONC. W/ 6X6 10/10 W.W.M. FOOTER PIPE THRU ADD (1) #5 25" LAP FOOTER PIPE THRU MONO FTG. DETAIL RT -18 OR EQUIV. (4) TAPCONS X 2" NTEL CORRECTION FOR MISSED LINTEL STRAP DETAIL EXIST. ROOF SYSTEM AND ROOF STRAPPING DRILL 6" INTO EXIST. LINTEL EPDXY & DRIVE #5 & BEND VERT., 25" LAP REQ'D. SPLIT FACE OF BLOCK @ PROP. FILLED CELL LOC- ATION. (TYP.) ALTERNATE LOCA HON OF FOOTING DETAIL W/ FILLED CHAIR BLOCK DRILL 6" INTO EXIST. FTG., EPDXY & DRIVE #5 & BEND VERT., 25" LAP REQ'D. CORRECTION FOR MISSED DOWE MAXIMUM SPACING OF FILLED CELLS UNGROUTED CELLS THAT CAN RESIST A 100 M.P.H. LOAD WIND (ASCE. 7-88 FIG. 3 = 15' - 20' HGT. = 22.3#) MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS IS 25 P.S.I. - A.C.I. 531 TABLE 10.1 SECTION PROPERTIES 8" PARTIALLY GROUTED WALL = 95.43" (MASONARY STRUCTURES A.C.I.) M = wl /8, S = M/In, 22.31 * X * 12 / 8 * 25 = 95.43" X = 8.45" USE 8'-0" HORIZ. SPACING - 9'-4" CEILING MAX. USE 6'-0" HORIZ. SPACING - 10'-0" TO 12'-8" CEILING MAX. USE 6'-0" HORIZ. SPACING - 12'-8" TO 18' CEILING MAX. & ADD LINTEL W/ (1) #5 CONT. © 9'-4" HGT. (+/- 8") 16d © 12" O.C. ADD 2X4 FULL HGT. TRUSS WEB 24" O.C. 5'-0" TO 10'-0" HGT. i- 16d @ 12" O.C. ADD 2X6 FULL HGT. / — TRUSS WEB U24" LA— O.C. 10'-0" TO 14'-3" HGT. MODIFICATION OF GAUI F END TRUSS WEBS HURRICANE TIE INTERCHANGABILITY SCHEDULE BRAND MODEL FASTENERS UPLIFT COMPLIANCE SIMPSON MTS12 (14) 1 O 1000 413 (NER) SIMP50N MEI -A16 (12) 10d x 1-1/2" 1490 469 (NER) SIMPSON HETA20 (16) 10d x 1-1/2' 1890 469 (NER) SIMPSON HUS28 (14) 16d, (6) 16d 1550 499 (NER) SIMPSON NOTES: (10) 1 O 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. (NER) 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS (6) 1Od, (4) 1 O 585 UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A SIMPSON NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. (6) 10d x 1-1/2" 3. HEADER STUD REQUIREMENT (NER) SIMPSON 2 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" 5' ROOF EDGE 4'� 1715 3 HEADER STUDS EACH SIDE) 6'-0" TO 12'-0" (NER) SIMPSON 4 HEADER STUDS EACH SIDE) 12'-0" TO 18'-0" I O 455 499 (NER) SIMPSON ---- __________________02 (1) 5/8" AB, (12) 16d, (2) 1/2" -C 4' 499 2 HEADER STUDS REQ. (1) FULL LENGTH STUD i HTS16 (16) 1 O 3 HEADER STUDS REQ. 2) FULL LENGTH STUDS i ------------------- (NER) SIMPSON L50 4 HEADER STUDS REQ. �2) FULL LENGTH STUDS 02 RIDGE <�Q (NER) USP AC5 (6) 1 O 425 3613 (ICBO) 4. BEARING WALL NAIL PATTERN: F--- 365 413 (NER) SIMPSON 1. PLYWOOD: (FIELD) USE 8D NAILS Q 12" 0/C OO 1450 * (NER) OR O.S.B. (EDGE) USE 8D NAILS ©6" O/C -------- _ ----- ---� 18-q �4' 2. GYPSUM: (FIELD) USE 5D NAILS Q 10" 0/C OO ® 03 OO 14-2 17-4 (EDGE) USE 5D NAILS @ 7" 0/C 5. 5. ROOF NAILING PATTERN: PLYWD OR OSB 1 ZONE 1 — USE 8D COMMON NAILS © 12" 0/C ZONE CHART 2 ZONE 2 - USE 8D COMMON NAILS ©6" 0/C 3 ZONE 3 - USE 8D COMMON NAILS @ 4" 0/C 6• 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" 0/C 7. SENCO 2 1/4" X .131 & PASELODE 2 1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIES OF 8D COMMON NAILS. NAILED @ 5" O.C. EDGES & 10" O.C. FIELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF Q 24" O.C. UP TO 14'-0" HGT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF @ 16" O.C. UNLESS OTHERWISE NOTED. MAXIMUM SPACING OF FILLED CELLS UNGROUTED CELLS THAT CAN RESIST A 100 M.P.H. LOAD WIND (ASCE. 7-88 FIG. 3 = 15' - 20' HGT. = 22.3#) MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS IS 25 P.S.I. - A.C.I. 531 TABLE 10.1 SECTION PROPERTIES 8" PARTIALLY GROUTED WALL = 95.43" (MASONARY STRUCTURES A.C.I.) M = wl /8, S = M/In, 22.31 * X * 12 / 8 * 25 = 95.43" X = 8.45" USE 8'-0" HORIZ. SPACING - 9'-4" CEILING MAX. USE 6'-0" HORIZ. SPACING - 10'-0" TO 12'-8" CEILING MAX. USE 6'-0" HORIZ. SPACING - 12'-8" TO 18' CEILING MAX. & ADD LINTEL W/ (1) #5 CONT. © 9'-4" HGT. (+/- 8") 16d © 12" O.C. ADD 2X4 FULL HGT. TRUSS WEB 24" O.C. 5'-0" TO 10'-0" HGT. i- 16d @ 12" O.C. ADD 2X6 FULL HGT. / — TRUSS WEB U24" LA— O.C. 10'-0" TO 14'-3" HGT. MODIFICATION OF GAUI F END TRUSS WEBS HURRICANE TIE INTERCHANGABILITY SCHEDULE BRAND MODEL FASTENERS UPLIFT COMPLIANCE SIMPSON MTS12 (14) 1 O 1000 413 (NER) SIMP50N MEI -A16 (12) 10d x 1-1/2" 1490 469 (NER) SIMPSON HETA20 (16) 10d x 1-1/2' 1890 469 (NER) SIMPSON HUS28 (14) 16d, (6) 16d 1550 499 (NER) SIMPSON LSTA12 (10) 1 O 755 443 (NER) SIMPSON SP1 (6) 1Od, (4) 1 O 585 499 (NER) SIMPSON SP4 (6) 10d x 1-1/2" 735 499 (NER) SIMPSON LSTA36 (26) 1 O 1715 443 (NER) SIMPSON H5 (4) 8d, (4) 8d 455 499 (NER) SIMPSON ABU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2200 499 (NER) SIMPSON HTS16 (16) 1 O 1260 413 (NER) SIMPSON L50 (6) 1 O 420 443 (NER) USP AC5 (6) 1 O 425 3613 (ICBO) SIMPSON A34 (8) 8d x 1-1/2" 365 413 (NER) SIMPSON HTS20 (20) 1 O 1450 * (NER) SIMPSON SP2 (6) 1Od, (6) 1 O 890 499 (NER) SIMPSON H4 (4) 8d, (4) 8d 360 499 (NER) NOTE: NAIL VALUES: 1) USE (1) MT312 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL BASED ON "NATIONAL DESIGN SPECS OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) FOR WOOD CONSTRUCTION FROM 2) USE (1) META 20 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL TABLE 8.8c — 'NAILS AND SPIKES — CONNECTION (U.N.O.) LATERAL LOAD DESIGN VALUES" 3 USE HUS26 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) NAIL SHEAR VALUE (Ibs.) 4 USE (3) 16d OR (3) .131 x 3 1/4' PASELODE GUN NAIL TO FASTEN JACK 8d 103/ TO HIP GIRDER. (T&B) 10d 125 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000LB DOWNLOAD) 16d 149 (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) (c copyright 2010 zachary miller (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<750OL8 DOWNLOAD) COMPLIANCE designer herebyexpressly reserves his co ri ht and other property rights in these plans. these plans and drawings are not to be reproduced, changdoro ed in an form or manner whatsoever without first obtainingthe express written permission andconsent of zchar miller nor are they he toassi assigned to any first obtaining said written permission and co nsent. 5/8" CDX SHEATHING AHC 2007 TABLE RW2.2 1 DEAD LOAD = 5 PSF CEILING 1 2X4 I 2X6 I 2X8 I 2X10 JOIST B MAXIMUM CEILING J015T SPANS SPACING SPECIES FEET— FEET— FEET— FEET— INC E5 AND GRADE INCHES INCHES INCHES INCHES PE #041509 SOUTHERN PINE 55 10-3 16-1 21-2 >26-0 SOUTHERN PINE #1 10-0 15—q 20-10 >26-0 �l SOUTHERN PINE #2 q-10 154 20-1 23—II 24 SOUTHERN PINE #3 8-2 12-0 15-4 18-1 SPUCE-PI E -FIR 55 q-8 15-2 Iq-II 25-5 SPUCE-PINE-FIR #1 q-5 14-q 18-q 22-11 SPUCF-•PINE-FIR #2 q-5 14-q 18-q 22-11 SPUCE-PINE-FIR #3 7-8 11-2 14-2 17-4 "HCDPLR" A 4" O.C. OR APPROVED EQUAL (495# U.L. DESIGN) FRAMED ROOF S AT 24" O.C. 1/2" GYP. BOARD 2" x 4" STRUTS AT 48"0.C. NAILED W/ 3-16d NAILS AT EACH END - 2" x 4" BLOCKING AT 48" O.C. SECURED TO TOP OF BOTTOM CHORD OF LAST FOUR TRUSSES TYP.GABLE END DET SCALEI/2" -1'-0" (FILE: 2" x e OUTLOOK AT 24" O.C. GABLE TRUSS WITH DROPPED TOP CHORD THERMO-PLY IV STRUCTURAL GRADE (RED) SHEATHING, AS MANUF. BY "SIMPLEX" PRODUCTS DIVISION, ADRIAN MICHIGAN. AND INSTALLED PER-MANUF. SPECIFICATIONS. NAIL BOTTOM CHORD W/ 10d NAILS AT 6" O.C. 2" x 8" P.T. PLATE W� 1/2" x 8" ANCHOR BOLTS AT 32 O.C. WITH 2" DIA. WASHER 8" C.M.U. WALL DWG) roof plan - UNLESS OTHERWISE NOTED, ALL WOOD/MOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MT512 WITH 14-10dxl 1/2"FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dx1 - THE STANDARD CARE FOR ALL PROFESSIONAL SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WW1 BE THE SKILL AND CARE USED BY MEMBERS OF THE CONSULTANTS PROFESSION PRACTICING UNDER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND IN THE SAME LOCALITY. CONSULTANT MAKES NO WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS AGREEMENT OR OTHERWISE IN CONNECTION WITH CONSULTANTS SERVICES. - CLIENT AND CONSULTANT EACH AGREE TO INDEMNIFY AND HOLD OTHER HARMLESS AND THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE ATTORNEY'S FEES TO THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING PARTY'S NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CI AIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHAT! BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. CERTIFY THAT I HAVE REVIEWED THESE PLANS AND THEY CONFORM TO: CHAPTER 16 OF THE 2007 FLORIDA BUILDING CODE -OR- CHAPTER 8301 OF THE 2007 FLORIDA RESIDENTIAL CODE (�gG11 CA11FTt1A: BASIC 1UND+W 130 4N WIND WORTANCE FACTOR 1 BULDING CATEGORY II WIND Exf'MRE � B INTERNAL PRESRW COEFFICENT +/— 0.18 COWONANTS & CLlO.OK DESFYd PRESSURE +259 / —34.7 GARAGE DOOR DESIGNPT1fS'XAiE +21.8 / —24.4 NO OTHER CFR11HCATI4NS AARE TLO W MID BRIAN A. MOLYET P. . 1060 E. INDUSTRIA D, . SUITE W ORANGE CITY. FI_ F32- 63 PE #041509 rz CERTIFICATE A T ORITY #00009855 'kJ 1 DATE i T as �TIIaII RAMI ] g I �( DESIGN / BUILD miller constuction services FL reg. CB(.' 1251569 824.1 via Bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller CnI�l�Icr_n fTIulyet engineering FL reg. PE04.1509 1060 e. industrial SLIite W orange city, fl 32703 Phone: 386-774-8825 contact: Bryan Molyet SHEET TITLE I SIEFr A2. 2 0 0 rz cm 'kJ 1 Cz 0 co �l C fA SHEET TITLE I SIEFr A2. 2 0 INCH LINTEL SCHEDULE MARK CAST -CRETE UPLIFT LATERAL LENGTH TYPE 8F8-1 T 8F12-1 T 8F16-1 T 8F20-1 T 8F24-1 T 8F28-1 T 81732-1 T 8U8 8F8 8178-2T 8F12 -2T 8F16 -2T 8F20 -2T 8F24 -2T 8F28 -2T 8F32 -2T OA 2'-10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 - ( B ) -� 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 �> 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 �-- 4-6" (54) PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 Q 5'-4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 * REDUCE VALUE BY 25% FOR FOR GRADE 40 FIELD REBAR. - ALL LINTELS TO ARE BE 8F16-1T/1B N NOTES: I. MINIMUM COVERAGE OF STEEL - 1.5" 4) STRUCTURAL: 2. MIN. BEARING REQUIRED AT EA. END - 4" 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER SECTION 2101.3.1 TYPICAL LINTEL SECTION OF THE Igg7 EDITION OF THE STANDARD BUILDING CODE) PRECAST CONCRr TE NOTE: IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DAN5CO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF TH15 PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DE51GN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWING MUST BE BROUGHT ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ELECTRICAL LOAD CALCULATIONS (BASED ON N.E.C. ARTICLE 220-30 NEC) UNIT SQUARE FOOTAGE EQUIPMENT SERVED LOAD IN WATTS GENERAL LIGHTING 1.045 SQ. FT. 0 3 WATTS PER SQ. FT .......... . ....... 3,135 COOKTOP.................................................. 10,000 DISHWASHER .............................................. 5,000 DISPOSAL ................................................. 4,500 DRYER.................................................... 6,000 MICROWAVE ............................................... 1,000 OVEN..................................................... 1,000 SMALL APPLIANCE LOAD .................................. 2,000 WATER HEATER ........................................... 1,840 TOTAL.................................................. 34,475 CALCULATIONS PER N.E.C. 220-30 FIRST 10,000 WATTS 0 100% ............................ 10,000 REMAINDER OF WATTS ® 40% 9,790 .......................... H.V.A.C. LOAD 0 100% ................................... 6,000 ELECTRIC HEAT 0 100% ................................. 10,000 TOTAL UNIT (WATTS) .......................... 35,790 35,790 LOAD = 149.1 AMPS 240 VOLTS THIS UNIT WILL REQUIRE A 150 AMP SERVICE. 2" 3-410 ALUM. 150 AMP DISC. W/ MAIN #4 CH. RISER D I AGRAHAM FOR 150 ACIP SERVICE SERVICE BY POWER CO. ELECTRICAL KEY LNOTE-ELECSYM] F& SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER I�GFI GROUND-IAULTFCIRCUIT-INTERRUPTER DUP220V 220 VOLT OUTLET - WALL SWITCH 2500 PSI CONC. FILL I) CODES: (CONCRETE PLACED IN FIELD) 1.1 FLORIDA BUILDING CODE co 2) CONCRETE: STD 180° HOOK @ EACH END OF 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: STIRRUP W/2 1/2" LEG EXTENSION 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI PAST BEND. (TYP) 2.1.2. PRE-CA5T W/PRESTRE55 REINFORCEMENT - 5000 PSI ® 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI L 2.2 REINFORCING BARS: 7/32" STIRRUPS AT 4-0" c -c 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60). (TIED OR WELDED) 22.2• STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) A5TM A615 (GRADE 40). . 12" 2.3 PRESTRESS STRANDS ASTM A41(o 7 -WIRE TELEVISION OUTLETS . . . . . . . . 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. TO CL 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. . 12" 3) MASONRY: GARAGE GFI (ABOVE GARAGE FLOI 3.1 DE51GN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF "THE NATIONAL CONCRETE N MASONRY ASSOCIATION AND ACI 530. TO CL 3.2 MINIMUM MASONRY UNIT STRENGTH: 0M 1250 P51. .72" 33 MORTAR SHALL BE TYPE 5 NOTES: I. MINIMUM COVERAGE OF STEEL - 1.5" 4) STRUCTURAL: 2. MIN. BEARING REQUIRED AT EA. END - 4" 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER SECTION 2101.3.1 TYPICAL LINTEL SECTION OF THE Igg7 EDITION OF THE STANDARD BUILDING CODE) PRECAST CONCRr TE NOTE: IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DAN5CO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF TH15 PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DE51GN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWING MUST BE BROUGHT ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ELECTRICAL LOAD CALCULATIONS (BASED ON N.E.C. ARTICLE 220-30 NEC) UNIT SQUARE FOOTAGE EQUIPMENT SERVED LOAD IN WATTS GENERAL LIGHTING 1.045 SQ. FT. 0 3 WATTS PER SQ. FT .......... . ....... 3,135 COOKTOP.................................................. 10,000 DISHWASHER .............................................. 5,000 DISPOSAL ................................................. 4,500 DRYER.................................................... 6,000 MICROWAVE ............................................... 1,000 OVEN..................................................... 1,000 SMALL APPLIANCE LOAD .................................. 2,000 WATER HEATER ........................................... 1,840 TOTAL.................................................. 34,475 CALCULATIONS PER N.E.C. 220-30 FIRST 10,000 WATTS 0 100% ............................ 10,000 REMAINDER OF WATTS ® 40% 9,790 .......................... H.V.A.C. LOAD 0 100% ................................... 6,000 ELECTRIC HEAT 0 100% ................................. 10,000 TOTAL UNIT (WATTS) .......................... 35,790 35,790 LOAD = 149.1 AMPS 240 VOLTS THIS UNIT WILL REQUIRE A 150 AMP SERVICE. 2" 3-410 ALUM. 150 AMP DISC. W/ MAIN #4 CH. RISER D I AGRAHAM FOR 150 ACIP SERVICE SERVICE BY POWER CO. ELECTRICAL KEY LNOTE-ELECSYM] F& SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER I�GFI GROUND-IAULTFCIRCUIT-INTERRUPTER DUP220V 220 VOLT OUTLET - WALL SWITCH 0 REINFORCED JUNCTION BOX HD CEILING MOUNTED INCANDESCENT co LIGHT FIXTURE �T EXHAUST FAN (VENT TO EXTERIOR) KI EXHAUST FAN/LIGHT COMBINATION R (VENT TO EXTERIOR) ® CHIMES �OPB PUSHBUTTON SWITCH so SMOKE DETECTOR HD HEAT DETECTOR co CO2 DETECTOR �T THERMOSTAT KI TELEPHONE R TELEVISION 0 ELECTRIC METER L ELECTRIC PANEL CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL TE; MOTE_ELECTRIC] I. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES 2• PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS 3. OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE 4' REQUIRED DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY 5' THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTED . . . . . .48" TO CL WALL OUTLETS OVER COUNTER . . .48" TO CL REMAINING SWITCHES . . . . . . . . . 48" TO CL WALL .OUTLETS . . . . . . . . . . . . 12" TO CL BATH VANITY BRACKET OUTLET JJ (I" ABOVE TOP OF MIRROR). . .80" TO Cf72 WATER SOFTENER AND SUMP OUTLET' TO CL TELEPHONE OUTLETS . . . . . . . . . 12" TO CL TELEVISION OUTLETS . . . . . . . . . 12" TO CL EXERIOR GFI OUTLETS . . . . . . . . 12" TO CL GARAGE GFI (ABOVE GARAGE FLOI TO CL BASEMENT WALL OUTLET5. . . . . .48" TO CL FRONT DOOR COACH LIGHT. . . . . .72" TO CL GARAGE DOOR COACH LIGHT (ABOVE GARAGE FLOOR . . . .84" TO CL 64" TO BTM DINING AND BREAKFAST FIXTURE. . OF FIXTURE q6" TO BTM FOYER AND STAIRWAY FIXTURE. . .OF FIXTURE THERMOSTAT . . . . . . . . . . . . . .54" TO CL DOORBELL CHIMES. . . . . . . . . . .64" TO CL LEVEL W/ DOORBELL BUTTON . . . . . . . . . . DR HANDLE KITCHEN HOOD FAN ."WHIP." . . . . . . 66" TO CL KITCHEN WALL HUNG MICROWAVE OUTLET . . . . . . . . . . . . . . .76" TO CL KITCHEN DISHWASHER RECEPTACLE. UNDER SINK KITCHEN RANGE . . . . . . . . . . . .24" TO CL KITCHEN REFRIGERATOR . . . . . . .48" TO CL WASHER/DRYER .OUTLET . . . . . . .48" TO CL CL = CENTER LINE I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" Oc copyright 2010, zachary miller designer hereby expressly reserves his copright and other property rights in these plans. these plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express written permission and consent of Zachary miller nor are they to assigned to any party without first obtaining said written permission and consent. r---------- G) --------- (�� ------------- I electrical Ir-j-1al scale: .25-12" H III Jill -r- 01 : f - UNLESS OTHERWISE NOTED, ALL WWQD/M CONNECTORS ARE TO BE SIMP50N STRONG -TIE MTS12 WITH 14-10dx1 1/2'FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dx1 - THE STANDARD CARE FOR ALL PROFESSIONAL SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WILL BE THE SKILL AND CARE USED BY MEMBERS OF THE CONSULTANTS PROFESSION PRACTICING UNDER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND IN THE SAME LOCALITY. CONSULTANT MAKES NO WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS AGREEMENT OR OTHERWISE IN CONNECTION M fLl CONSULTANTS SERVICES. - CLIENT AND CONSULTANT EACH AGREE TO INDEMNIFY AND HOLD OTHER HARMLESS AND THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE ATTORNEY'S FEES TO THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING PARTYS NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNECLICENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NECLIGENCE. I CERTIFY THAT I HAVE REVIEWED THESE PLANS AND THEY CONFORM TO: CHAPTER 16 OF THE 2007 FLORIDA BUILDING CODE -OR- CHAPTER R301 CF THE 2007 FLORIDA RESIDENTIAL CODE QE�JCN CRI MA. RAW VAM `FEED 120 WH V3811) KWTAWE FACTO 1 BUILWG CATEII II 1010 EW09JRE f3 INTM4- FRES5URE CUFi'FI ENT P/— 0.18 COUPWANTS & CtAWNC C1:`JCi1 PK.SWIll +215.9 / —34.7 GARAGE DOOR Dl=MN PRIMEE NO OTHER 01IRCAl ARE SrAIEU OR NFLIED / 2 L_ BRIAN A. MOLYET P.E. 7� , 1060 E. INDUSTRIAL DR. S7009,8,5�5 ORANGE CITY, FL 32763 PE #0041509 CERTIFICATEZAU-fHOI' U DATE _ 'yfvTii$J lA� fM DF_SIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita St. Sanford, fl 32771 Phone: 407-792-3955 contact: Zachary miller �nlr�InlG�� moiyet engineering FL reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Brian Molyet R�_ R S' iEEf '11U a S iET ap III 0 ® LL CD0 f� a t� 41 Vj R�_ R S' iEEf '11U a S iET ap III 0