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HomeMy WebLinkAbout409 W 19 St 18-2472 Plans New construction SFHABBREVIATIONS 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 RESPONSIBLE 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 RECOMMENDATIONS. GRADING, TRENCHING, ETC. CONTACT OWNER FOR INSTRUCTIONS PROPER TO THE CONTINUATION OF S THE ACCURACY OF THE FINDINGS OR FOR THE FINAL RECOMMENDA110 S G A E , 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"=10" 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 REQUIREMENT'S 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, WALLBLOCKING 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. Fnd. X" Reba15,(P) CENTERLINE Cap "PSM 2259" SYMBOLS USED AS ABBREVIATIONS FInd. / Iron Pipe 9 ANGLE FN FENCE PLAS PLASTER ? CENTER LINE FBD FIBERBOARD PLA PLASTIC ? COPYRIGHT FGL FIBERG�eS PLAM PLASTIC LAMINATE ? DEGREES FIN FINISH PL PLATE LAVATORY DELTA FFE �ED FINISHL LOOR ELEVATION PG PLATE GLASS DIAMETER FFL FINISHED FLOOR LINE PWD PLYWOOD I FLOW LINE FA FIRE ALARM PT POINT PERPENDICULAR GREATER THAN FE FIRE EXTINGUISHER PVC POLYVINYL CHLORIDE R OR EQUAL TO FEC FIRE EXTINGUISHER CABINET PE PORCELAIN ENAMEL ? LESS THAN FHS FIRE HOSE STATION PCPL PORTLAND CEMENT PLASTER OR EQUAL TO FPL FIREPLACE PD POUND S € PLUS OR MINUS FP FIREPROOF PCF POUNDt R CUBIC FOOT ? PROPERTY LINE FRT FIRE -RETARDANT PLF POUNDS PER LINEAR FOOT 0 SQUARE FOOT FIXT FIXTURE PSF POUNDS PER SQUARE FOOT gc AND FLG FLASHING PSI POUNDS PER SQUARE INCH AT SPACING OF FLX FLEXIBLE PCC PRECAST CONCRET #® NENNY R FG FLOLOAT OR, G�NG� PFB PFN PREFABRICATE, (ED) PREFINISHED X WIDTH X HEIGHT FD FLOOR DRAIN PRF PREFORMED W/ WITH FL FLOW LINE PREM PREMOULDED •� FLUORESCENT PL PROPERTY LINE p ABBREVIATIONS N I FJT FLUSH JOINT FTG FTG FOOTING QT QUARRY TILE AB ANCHOR BOLT FND FR FOUNDATION FRAME ((D), (ING) RAD RADIUS ABV AFF ABOVE ABOVE FINISHED FLOOR FS FUR FULL X17 FURRED, ING) RFT RL RAFTE RAIL TNG(( ACC ACFL ACCESS ACCESS FLOOR FLIT FUTURE REF REFER�EC AP AC ACCESS PANEL ACOUSTICAL GA GAGE GAUGE RFL REFLECT( �ECID (IVE), (OR) ACPL ACOUSTICAL PLASTER GV GALVANIZ D REFR REFRIGEAA 0 ACT ACR ACOUSTICAL TILE ACRYLIC PLASTIC GKT GC GASKET ED GENERAL O�TRACT, (OR) REG REIN REGISTER REINFORCE (EDl. (TNG ADH ADHESIVE GL GLASS, GLAZING RECP REINFORCEb COFICRETE) PIPE ADJ ADJACENT GLB GCMU GLASS BLOCK GLAZED CONCRETE MASONRY UNITS REM REQ'D REMOVE REQUIRED ADJT AGG ADJUSTABLE AGGREGATE GLAM GLUED LAMINATE RES RESILIENT A/C AIR CONDITIONING GB GD GRAB BAR GRADE GRADING RET RA RETURN RETURN AIR ALLT ALUM ALTERNATE ALUMINUM GRN GRT GRANITE GRATE (ING) RVS REV REVERSE IDE REVISE ( R VISE, (ED) ANC ANCHOR ANCHORAGE GVL GRAVEL RH RIGHT 1HAN ANOD ARCH ANODIZED ARCHITECT, ARCHITECTURAL GRHS GT GREENHOUSE GROUT ROW R RIGHT OF WAY RISER AD ASPH AREA DRAIN ASPHALT GRD GUARD _ RVT RIVET AT ASPHALT TILE GUT GPDW GUTTER GYPSUM DRY WALL R&S RD ROD AND SHELF ROOF DRAIN AUTO ' AWN AUTOMATIC AWNING GPL GYPSUM LATH RFH ROOF HATCH GPPL GYPSUM PLASTER RFG ROOFING BLMT BASEMENT GPT GPW GYPSUM TILE GYPSUM WALLBOARD RM RO ROOM ROUGH OPENING RCP ROUND CONCRETE PIPE BM 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 ET BET BETWEEN HWD HDR HARDWOOD HEADER SFGL SAFETY GLASS BEY BLK BEVELED BEYOND BLOCK HTG HVAC HEATING HEAT�VENfAIR CONDITION SCH SCN SCHEDULE SCREEN BLKG BLOCKING HD HEA VVTT DU''��'' SCUP SCUPPER HT HEIGHT SNT SEALANT B5 BOTH SIDES HPT HCR HIGH POINT HOLLOW CORE STG SEC SEATING SECTION BS BOT BY OWNER BOTTOM HOR HORIZONTAL SVYD SERVICE YARD BRKT BRACKET HB HOSE BIBB SSK SERVICE SINK BRS BRASS INCAN INCANDESCENT SHTH SHT SHEATH, (ING) SHEET BRZ BLDG BRONZE BUILDING INCIN INCL INCINERAT R INC-UDE, INCLUDE ED) (ING) SG SH SHEET GLASS SHELF SH VING BUR BUILT UP ROOFING ID INS INSIDE ET R INSULATE ED SHNG SID SHINGLE, SHUTTER, l BRGL BULLET RESISTANT GLASS INSC , RETE INSULATING C000000NC ET STDG SIDING CAB CABINET IGL INSULATING GLASS SIM SIMILAR CAN CANVAS INT INTM INTERIOR INTERMEDIATE SKL SL SKYLIGHT SLEEVE CPT CSMT CARPET INV INVERT S SOOLL SLOPE SOLDIER CI ST CST CASEMENTTIRON- CAST STONE JC JANITOR'S CLOSET SC SOLID CORE CATCH BASIN JT JF JOINT JOINT FILLER SP S SOUNDPROOF SOUTH CBG CHT CEILING CEILING HEIGHT JOIST SPC SGL SPACE ((R) SPAND�2EL GLASS 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 LBB LABEL SQ SQUARE CHAM CHIM CHAMFER CHIMNEY LAB LABORATORY SST STAINLESS ST7:. :L CR CHROMIUM LAD LADDER STGL STAINED GLASS CIRC CIRCUMFERENCE LB LAM LAG BOLT LAMINATE (ED) STD STA STANDARD STATION CBR CIRCUMF CIRCUMFERENCE LGL LAMINATEb GLASS ST STEEL CLS CLOSURE LAV LO LAVATORY LAYOUT STO SF STORAGE STOREFRONT CGL COL COATED GLASS COLUMN LH LEFT HAND SD STORM DRAIN COMB COMBINATION L LENGTH STR SCT STRUCTURAL STRUCTURAL CLAY TILE COM COMPT COMMON COMPARTMENT LT LW LIGHT LIGHTWEIGHT STCO SFLR STUCCO SUBFLOOR COMPO COMPOSITION C MPO ITE MPO�11 LMS LIMESTONE SUS SUSPENDED COMP CONC COMPRESS,(Eb),e, 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 CONTRACT°, CONTRACTOR TEL TELEPHONE CJT CONTROL JOINT MB MACHINE BOLT TV TELEVISION CPR CG COPPER CORNER GUARD MH MFR MANHOLE MANUFACTURE, (ER) TG TZ TEMPERED GLASS TERRAZzO CORR CORRUGATED MRB MARBLE THK THICK `NESS) CTR COUNTER MAS MASONRY THR THRESHOLD CS CRS COUNTERSINK COURSE MTL MATERIAL TBRL TO BE RELOCATED CFT CUBIC FEET MAX MECH MAXIMUM MECHANIC (AL) TOBR TPD TO BE REMOVED TOILET PAPER DISPENSER CFD CUBIC YARD MC MEDICINE CABINET TPTN TOILET PARTITION DPR DAMPER MED MDO MEDIUM MEDIUM DENSITY OVERLAY TOL T&G TOLERANCE TONGUE AND GROOVE DP DAMP PROOFING DDEMOLITION MBR MEMBER TSL TOP OF CONCRETE SLAB DEM DEMOLISH DE MMB MET MEMBRANE METAL TC TJ TOP OF CURB TOP OF JOIST DMT DTL DEMOLISH DETAIL M METER, (S, TP TOP OF PLATE DIAG DIAGONAL MW MM MIC ROWAAVE MILLIMETER, (S) TST TSF TOP OF STEEL TOP OF SUBFLOOR DIA CIM DIAMETER DIMENSION MIN MINIMUM TW TOP OF WALL SDP DISPENSER DIVISION MIR MGL MIRROR MIRROR GLASS (FRAMED) TPG TOR TOPPING TO REMAIN DR MISC MISCELLANEOUS TB TOWEL BAR DTA DOVETAIL ANCHOR Mo MLD MASONRY OPENING MOLDING MOULDING TR T TRANSOM TREAD DNS DOWN AIL ANCHOR SLOT MR MOP RECP 0 tED�, TRNB TURNBUCKLE DS DOWNSPOUT MT MOUNT ING) TYP TYPICAL DT DWR DRAIN TILE DRAWER MOV MULL MOVABLEEE MULLION UC UNDERCUT DWG DRAWING NL NAILABLE UNF UNO UNFINISHED UNLESS NOTED OTHERWISE DF ODW F DRINKING FOUNTAIN NAT NATURAL UR URINAL DBW DUMBWAITER NI NICKEL UTL UTILITY NR NOISE REDUCTION EA NOM NOMINAL Vi V -JOINT EF EACH FACE N NIC NORTH NOT IN CONTRACT VB VAR VAPOR BARRIER VARNISH W EW EACH WAY EASEMENT NTS NO NOT TO SCALE NUMBER VNR VERT VENEER VERTICAL ELAS ELASTIC OC ON CENTER, (S) VG VIN VERTICAL GRAIN VINYL ELEC EP ELECTRIC, (AL) ELECTRICAL PAANELBOARD OP OPA UE VB VINYL BASE EWC EL VARIC W TER COOLER OPH OPPOSITE HAND VCT VINYL COMPOSITION TILE EL ELE ELE TON VERTICAL HEIGHT 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, (URE) OH OVERHEAD WSCT WAINSCOT EQP EQUIPMENT PNT PAINT, ( D� WH WALL HUNG ESC ESCALATOR PNL PB PANEL, IN ) PANIC B R WC SHTR WATER CLOSET WATER HEATER EST EXH ESTIMATE EXHAUST PTD PAPER TOWEL DISPENSER WP WATERPROOFING EXG EXISTING PTR PAPER TOWEL RECEPTOR WR WATER RESISTANT EXMP EXPANDED METAL PLATE PAR PRPT PARALLEL PARAPET WS WST WATERSTOP WEATHERSTRIP, (ING EG EJT EXPANSION BOLT EXPANSION JOINT PK PARKING WWF WELDED WIRE FABRI EXP EXT EXPOSED EXTERIOR PBD PTN PV PARTICLE BOARD PARTITI PAVE D (TNG) W WHS WID WEST WHEEL STOP WIDTH WIDE FOC FACE OF CONCRETE PVMT , PAVE�IN WIN WINDOtiN FOF FOM FACE OF FINISH FACE OF MASONRY PERF PERFORATE, (ED) WG WIRED GLASS FOS FACE OF STUDS PER PTR PERIMETER PLANTER WM WO WIRE MESH WITHOUT FAS FASTEN, FASTENER PLTG PLANTING WD WOOD WI WROUGHT IRON 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 RESPONSIBLE 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 RECOMMENDATIONS. GRADING, TRENCHING, ETC. CONTACT OWNER FOR INSTRUCTIONS PROPER TO THE CONTINUATION OF S THE ACCURACY OF THE FINDINGS OR FOR THE FINAL RECOMMENDA110 S G A E , 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"=10" 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 REQUIREMENT'S 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, WALLBLOCKING 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. CONCRETE BLOCK copyright 2018 zachary Fnd. X" Reba15,(P) CENTERLINE Cap "PSM 2259" GENERAL NOTES FInd. / Iron Pipe CONCRETE TUB/SHOWER lNo Identification) 4 4� EARTH HOSE BIBB (FREEZE PROOF) PLYWOOD 9Ay qffilq SETS ELEVATION KEY OR SECTION KEY SHEET NUMBER ;;>:°.'..:: SAND OR GRAVEL FILL ® INSULATING SHEATHING STONE WOOD STUD PARTITION ® BATT INSULATION STEEL O LAVATORY DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2XG UNLESS OTHERWISE NOTED PENNY RIGID INSULATION 04-1 lira �� " DIMEN51ONAL LUMBER D DOUBLE SINK ® BRICK PERPENDICULAR L4j O U) J N 1 R PLATE WATER CLOSET BLOCKING 4- 0L0 ANGLE CONCRETE BLOCK copyright 2018 zachary designer hereby expressly reserves his copright and other property rights in these plainA. these plARNASSMings are bJI%IV9°a, chan r copied in an forIn whatsoever without first obtaining the express written permission and consent of zacha I y Ing 7ala1written permis 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. w r manner (50' Right -of -Way -Asphalt Road) _(�W. 19th Street M1111 2' Miami Curb 200.00'(P) 55.00'(P) S 89059'37" E 196.52'(M) 40-b" Parcel 3 Lot 107 Fnd. X" Reba15,(P) CENTERLINE Cap "PSM 2259" FInd. / Iron Pipe CONCRETE TUB/SHOWER lNo Identification) 4 4� HB HOSE BIBB (FREEZE PROOF) 9Ay qffilq SETS CK 4.20' West N 0 STONE ®-- GAS LINE STUB I STEEL O LAVATORY d PENNY 04-1 lira �� " DIMEN51ONAL LUMBER D DOUBLE SINK U t PERPENDICULAR L4j O U) J N 1 R PLATE 0 BLOCKING 4- 0L0 I SINGLE SINK designer hereby expressly reserves his copright and other property rights in these plainA. these plARNASSMings are bJI%IV9°a, chan r copied in an forIn whatsoever without first obtaining the express written permission and consent of zacha I y Ing 7ala1written permis 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. w r manner (50' Right -of -Way -Asphalt Road) _(�W. 19th Street M1111 2' Miami Curb 200.00'(P) 55.00'(P) S 89059'37" E 196.52'(M) 40-b" Parcel 3 Lot 107 I I I II w 20' EUILDING SE 0<1 � 1 Lot 108 t S I 4.4' 50'(P'2, --45'(P, --�-- -- -- -- Q q 4 a' a �. Set 6" Rebar Cap " " 14' Platted Alleyway �'�..d...,••....� ., a.. ,, ,' •' ;a.r A .. A 1.0 Crushed Asphal# '''4 g.& Ca LB 7623 _. Fnd. Rebar & Cap "PSM 338 Northeast Corner of Lot 1' Lot 109 N A DESCRIPTION LEGAL DE I RPT LOT 107 + N 5 FT OF LOT 106 SANFORD HEIGHTS PB 2 PG 63 PARCEL ID 36- I q-30-506-0000-1070 IMPORTANT NOTE: THIS PROPOSED SITE PLAN 15 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. SYMBOLS MO)" L-,�*`a K r k- ` M SCALE: I'=151-01' E RECORD COPY REVIEWED FOR CODE COMPLIANCE •� PLANS EXAMINER ��--/T> DATE SHEET INDEX index INDEX, ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES SITE PLAN A2.0 FOUNDATION / ROOF PLAN 5ANFORD BUILI .ING DIVISION A PERMIT ISSUED SHALL E 'CONSTRUED LICENSE O PROCEED W T THE WORK ANDNOT A O BE A A2.11 FLOOR PLAN DETAILS ENSE AUTHORITY TO VIOLATE, ANCEL, ALTER OR SET ASIDE ANY OF THE PROVISI )NS OF THE TECHNICAI A2.2 TRUSS LAYOUT CODES, NOR SHALL ISSUAN :E OFA PERMIT PREVEI THE BUILDING OFFICIA FROM THEREAFTER REQUIRING ACORRECTIOf OF ERRORS IN PLANS, A4.1 ELEVATIONS CONSTRUCTION OR VIOL %TIONS OF THIS CODE E1 ELECTRICAL PLAN COMPACTI )N TEST REQUI ED Results to beVerified at Slat /nsl ection 1 HR. FIRE RATED WALL CONCRETE BLOCK WALL DETAIL NUMBER 2 X FRAME WALL : : E4' DETAIL KEY ROOM NAME ROOM TAG 2 X FRAME WALL X' -X Orr CLG SHEET NUMBER WITH INSULATION VIEW ORIENTATION VIEW ORIENTATION 2 X BEARING WALL W/ STUDS 0 16" O.C. DETAIL NUMBER 1 BUILDING DETAIL NUMBER ELEVATION KEY 4. SECTION KEY 4 SHEET NUMBER SHEET NUMBER 8- 241 'Bulcoti Sq A( O� A`�RITAE�'� UU 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 suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet PERMIT SET 5-21-I3 Fnd. X" Reba15,(P) Cap "PSM 2259" FInd. / Iron Pipe ,x•.. lNo Identification) 4 4� 0.55' South 9Ay qffilq SETS CK 4.20' West N I, C I I 04-1 lira �� " U t L4j O U) J N 1 4- 0L0 I o - � I N 1 J 0 0U) •- 11 4-J 'd^- L J C C I 1411 •� N I U � I � I I QI '• z ' I Gravel Drive I I I I II w 20' EUILDING SE 0<1 � 1 Lot 108 t S I 4.4' 50'(P'2, --45'(P, --�-- -- -- -- Q q 4 a' a �. Set 6" Rebar Cap " " 14' Platted Alleyway �'�..d...,••....� ., a.. ,, ,' •' ;a.r A .. A 1.0 Crushed Asphal# '''4 g.& Ca LB 7623 _. Fnd. Rebar & Cap "PSM 338 Northeast Corner of Lot 1' Lot 109 N A DESCRIPTION LEGAL DE I RPT LOT 107 + N 5 FT OF LOT 106 SANFORD HEIGHTS PB 2 PG 63 PARCEL ID 36- I q-30-506-0000-1070 IMPORTANT NOTE: THIS PROPOSED SITE PLAN 15 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. SYMBOLS MO)" L-,�*`a K r k- ` M SCALE: I'=151-01' E RECORD COPY REVIEWED FOR CODE COMPLIANCE •� PLANS EXAMINER ��--/T> DATE SHEET INDEX index INDEX, ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES SITE PLAN A2.0 FOUNDATION / ROOF PLAN 5ANFORD BUILI .ING DIVISION A PERMIT ISSUED SHALL E 'CONSTRUED LICENSE O PROCEED W T THE WORK ANDNOT A O BE A A2.11 FLOOR PLAN DETAILS ENSE AUTHORITY TO VIOLATE, ANCEL, ALTER OR SET ASIDE ANY OF THE PROVISI )NS OF THE TECHNICAI A2.2 TRUSS LAYOUT CODES, NOR SHALL ISSUAN :E OFA PERMIT PREVEI THE BUILDING OFFICIA FROM THEREAFTER REQUIRING ACORRECTIOf OF ERRORS IN PLANS, A4.1 ELEVATIONS CONSTRUCTION OR VIOL %TIONS OF THIS CODE E1 ELECTRICAL PLAN COMPACTI )N TEST REQUI ED Results to beVerified at Slat /nsl ection 1 HR. FIRE RATED WALL CONCRETE BLOCK WALL DETAIL NUMBER 2 X FRAME WALL : : E4' DETAIL KEY ROOM NAME ROOM TAG 2 X FRAME WALL X' -X Orr CLG SHEET NUMBER WITH INSULATION VIEW ORIENTATION VIEW ORIENTATION 2 X BEARING WALL W/ STUDS 0 16" O.C. DETAIL NUMBER 1 BUILDING DETAIL NUMBER ELEVATION KEY 4. SECTION KEY 4 SHEET NUMBER SHEET NUMBER 8- 241 'Bulcoti Sq A( O� A`�RITAE�'� UU 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 suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet PERMIT SET 5-21-I3 ,x•.. 4 4� 9Ay N N lira �� " "HCDPL" NOTES: METAL HURRICANE CLPS ' 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 5/8" CDX SHEATHING OR APPROVED EQUAL 2. (495# U.L. DESIGN) SIZED PER TRUSS MANUFACTURERS BARRIER ON CLEAN COMPACTED 2" x 4" OUTLOOK AT 24" O.C. CON \. FRAMED ROOF GABLE TRUSS WITH TRUS S AT 24" O.C. DROPPED TOP CHORD THERMO-PLY IV STRUCTURAL GRADE (RED) HEADER STUD REQUIREMENT SHEATHING, AS MANUF. BY "SIMPLEX" PRODUCTS DIVISION, ADRIAN MICHIGAN. AND INSTALLED 1/2" GYP. BOARD PER-MANUF. SPECIFICATIONS. NAIL BOTTOM CHORD 2" x 4" STRUTS AT 48"O.C. W/ 10d NAILS AT 6" O.C. NAILED W/ 3-16d NAILS AT EACH END 2" x 8" P.T. PLATE Wj 1/2" x 8" 4 HEADER STUDS EACH SIDE 12'-0" TO 18'-0" ANCHOR BOLTS .AT 32 O.C. 2" x 4" BLOCKING AT 48" O.C. WITH 2" DIA. WASHER SECURED TO TOP OF BOTTOM 8" C.M.U. WALL CHORD OF LAST FOUR TRUSSES CUT AT GARAGE DOOR END DETAIL (aTYP.GABLE SCALEI/211 -11-011 (PILE: DWG) 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS GABLE ` WD. EXT. SHEATHING BUILDING WRAP DRAINAGE PLANE %" NOMINAL STUCCO THICKNESS PAPERBACK LATH MEMBRANE STRIP COVERING WOOD / FRAME/MASONRY INTERSECTION UNDER WEEP SCREED FLASHING WEEP SCREED FLASHING TUCKED UNDER BUILDING WRAP PAINTED BLOCK GABLE NOTES: 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS BARRIER ON CLEAN COMPACTED UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A TERMITE TREATED FILL NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT CONT. "RAIN CUT" @ EDGE 2 HEADER STUDS (EACH SIDE 1'-6" TO 6'-0" 5' ROOF EDGE 4'--I OF CONC. SLAB 3 HEADER STUDS EACH SIDE 6'-0" TO 12'-0" 4 '• • 4�. 4 HEADER STUDS EACH SIDE 12'-0" TO 18'-0" I CO 'REQ. -------------------- __O r�4. RAIN CUT AT GARAGE DOOR 2 HEADER STUDS (1) FULL LENGTH STUD 3/411 = 11-011 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS ------------------- W/ 611X6" WIA X WIA 4 HEADER STUDS REQ. (2) FULL LENGTH STUDS OO RIDGE < Q1 i WWF (OR FIBERMESH) 4. BEARING WALL NAIL PATTERN: i _� __ ' _ 1 BARRIER ON CLEAN 1. PLYWOOD: (FIELD) USE 8D NAILS Ca? 12" O/C OO I QQ W , COMPACTED TERMITE 4' OR O.S.B. (EDGE) USE 8D NAILS„ ® 6" 0/ C j -0 OO OO ~OO 2. GYPSUM: (FIELD) USE 5D NAILS © 10 0/C co\'. (EDGE) USE 5D NAILS © 7" 0/C 5' 1 #5 BAR CONT. 5. ROOF NAILING PATTERN: PLYWD OR OSB 1 ZONE 1 — USE 8D RIN SHANK COMMON NAILS © 12" O/C ZONE CHART 2 ZONE 2 - USE 8D RING SHANK COMMON NAILS @ 6" O/C 3 ZONE 3 - USE 8D RING SHANK 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 LIEU OF 8D COMMON NAILS. NAILED @ 5" O.C. EDGES & ® 10" O.C. FIELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF Ca? 24" O.C. UP TO 14'-0" HGT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF Ca? 16" O.C. UNLESS WD. EXT. SHEATHING BUILDING WRAP DRAINAGE PLANE %" NOMINAL STUCCO THICKNESS PAPERBACK LATH MEMBRANE STRIP COVERING WOOD / FRAME/MASONRY INTERSECTION UNDER WEEP SCREED FLASHING WEEP SCREED FLASHING TUCKED UNDER BUILDING WRAP PAINTED BLOCK GABLE 8 TURNED EDGE 0 1 Lo 3/4" = 11-0" 811 # 5 DOWEL EXTERIOR FINISH " 8X8"X16" CONC. BLOCK " CONC. SLAB W6X6 10/10 W.W.M. LRADE VARIES e4. l / / OMPACTED FILL L MOISTURE BARRIER 1'-8" 3 # 5 BARS CONT. MIN. 711 GARAGE EXTERIOR WALL )CK WALL - MONOLITHIC CONST. 3/411 = 11-011 811 # 5 DOWEL r'- EXTERIOR FINISH 8"X8"X16" CONC. BLOCK n —�CONC. SLAB W 6X6 10/10 W.W.M. 4" GRADE 4: • .�,• ; •'..: COMPACTED FILL 4 TERMITE TREATED MOISTURE BARRIER 2 # 5 BARS CONT. 16" � TYPICAL EXTERIOR FOOTING SINGLE STORY, BLOCK WALL GABLE MONOLITHIC FOUNDATION 5 c copyright 2018 zacha miller roof plan 3/411 = I1 -o" O co pY g ry designer hereby expressly reserves his copright and other ,property rights in these VfaPs.1/fh16se 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. and-nl1 STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMP50N STRONG -TIE MT512 WITH 14-10dxl 1!2"�F�SE�RWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-1041 1/2"FA5TENER5 GENERAL NOTES - 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 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 CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. : ..'.` i \ :// \ .. DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st, sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER engineering FL reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet PERMIT SET 5-21-18 I I I I .8H I I i I I 11 5 I A2.0 <.m I Permit DESIGN STATEMENT �® I (Th structure has been designed to comply q� FLORIDA BUILDING CODE 6th EDITION ®® W (2017) I The Design Parameters are: Vult 140mph Vosd IOSmph '-'----"----------------- Risk Category II I Exposure C oil—._...................A............__..._._...................., _ ___ _ GCpl +/- 0.18 Floor Live Load (psf) ■ _q�� i Uninhabitable attics without storage 10 5 Uninhabitable attics w/ limited storage 20 Habitable attics and sleeping areas 30 A2.o I All other areas 40 I Roof Live Load 10 Components t Cladding -SEE TABLE ON INDEX ---------------------- LE NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. MOLYET P.E. 101-411 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #04150q / CERTIFICATE AUTHORITY #00ON855 SHEET TITLE SHEET s' F/oundation/ foundation plan DATE l ,:oaf Plan A2.0 gulp = 114-1;) NOT VALID WITIIOUi RAISED SEAL AND SIGNIED FLU w 4" CONCRETE SLAB W/ 6"X6" WIA X WIA WWF (OR FIBERMESH) OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL PROVIDE 1211w X 3/4"d CONT. "RAIN CUT" @ EDGE OF CONC. SLAB 4 '• • 4�. CO 2 # 5 BARS CONT. RAIN CUT AT GARAGE DOOR 2 3/411 = 11-011 411 CONCRETE SLAB W/ 611X6" WIA X WIA WWF (OR FIBERMESH) LIA OVER 6 MIL VAPOR a > BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL `a O A co\'. 1 #5 BAR CONT. 8 TURNED EDGE 0 1 Lo 3/4" = 11-0" 811 # 5 DOWEL EXTERIOR FINISH " 8X8"X16" CONC. BLOCK " CONC. SLAB W6X6 10/10 W.W.M. LRADE VARIES e4. l / / OMPACTED FILL L MOISTURE BARRIER 1'-8" 3 # 5 BARS CONT. MIN. 711 GARAGE EXTERIOR WALL )CK WALL - MONOLITHIC CONST. 3/411 = 11-011 811 # 5 DOWEL r'- EXTERIOR FINISH 8"X8"X16" CONC. BLOCK n —�CONC. SLAB W 6X6 10/10 W.W.M. 4" GRADE 4: • .�,• ; •'..: COMPACTED FILL 4 TERMITE TREATED MOISTURE BARRIER 2 # 5 BARS CONT. 16" � TYPICAL EXTERIOR FOOTING SINGLE STORY, BLOCK WALL GABLE MONOLITHIC FOUNDATION 5 c copyright 2018 zacha miller roof plan 3/411 = I1 -o" O co pY g ry designer hereby expressly reserves his copright and other ,property rights in these VfaPs.1/fh16se 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. and-nl1 STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMP50N STRONG -TIE MT512 WITH 14-10dxl 1!2"�F�SE�RWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-1041 1/2"FA5TENER5 GENERAL NOTES - 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 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 CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. : ..'.` i \ :// \ .. DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st, sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER engineering FL reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet PERMIT SET 5-21-18 I I I I .8H I I i I I 11 5 I A2.0 <.m I Permit DESIGN STATEMENT �® I (Th structure has been designed to comply q� FLORIDA BUILDING CODE 6th EDITION ®® W (2017) I The Design Parameters are: Vult 140mph Vosd IOSmph '-'----"----------------- Risk Category II I Exposure C oil—._...................A............__..._._...................., _ ___ _ GCpl +/- 0.18 Floor Live Load (psf) ■ _q�� i Uninhabitable attics without storage 10 5 Uninhabitable attics w/ limited storage 20 Habitable attics and sleeping areas 30 A2.o I All other areas 40 I Roof Live Load 10 Components t Cladding -SEE TABLE ON INDEX ---------------------- LE NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. MOLYET P.E. 101-411 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #04150q / CERTIFICATE AUTHORITY #00ON855 SHEET TITLE SHEET s' F/oundation/ foundation plan DATE l ,:oaf Plan A2.0 gulp = 114-1;) NOT VALID WITIIOUi RAISED SEAL AND SIGNIED FLU w 4" CONC. W/ 6X6 10/10 W.W.M. FOOTER PIPE -Ti THRU ADD (1) #5 25" LAP FOOTER PIPE THRU MONO FTG. DETAIL 4/ ---(1 ) RT -18 OR EQUIV. W/ (4) TAPCONS 1 4" X 2" LINTEL CORRECTION FOR MISSED LINTEL STRAP DETAIL EXIST. ROOF SYSTEM AND ROOF STRAPPING DRILL INTO EXIST. LINTEL, SPLIT FACE 1111 OF • PROP FILLED CELL LOC- ATION.tl ALTERNATE LOCATION OF • • D8, FILLED CHAIR BLOCK DRILL 6" INTO EXIST. FTG., _IIIA END • EPDXY & DRIVE #5 �DI`I CORRECTION FOR MISSED DOWELS 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") B• CMU WALL S/B• THICK CEMENT PLASTER STUCCO HURRICANE TIE INTERCHANGABILITY SCHEDULE MAIN HOUSE BRAN MODEL FASTENERS# UPLI COMPLIANCE SIMPSON MTS12 (14) 1 O 1000 413 (NER) SIMPSON META16 (12) 10d x 1-1/2" 1490 469 (NER) SIMPSON HETA20 (16) 1 O x 1-1/2" 1890 469 (NER) SIMPSON HUS28 (14) 16d, (6) 16d 1550 499 (NER) SIMPSON LSTA12 (10) 10d 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) 10d 1715 443 (NER) SIMPSON H5 (4) 8d, (4) Bd 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 (ICSO) 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) Bd 360 499 (NER) hm. NAIL VALUES: 1) USE (1) MTS12 (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 (lbs.) 43 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) (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) + - COMPLIANCE REPORT PENDING 16d @ 12" O.C. >< ADD 2X4 FULL HGT. TRUSS WEB @ 24 O.C. 5'-0" TO 10'-0" HGT. MODIFICATION OF GABLE END TRUSS WEBS 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 r— I 7nl_�n IgI_dn PRE -CAST CONIC. 1 'I LINTEL ° a' � co P.T. 2x0 WOOD JAMB ANCHOR To BLOCK w/ rf x e• LG. A.B. I I CTI O TOP, BOTT., O 24. O.C. I ^ CN CORNER BEAD schem. kit. elev. - I I 3 -TAB ARCHITECTURAL SHINGLES ON 30# Scale: 1/4"=12" CORROSION RESISTANT FELT VAPOR BARRIER ON 1/2" PLYWOOD1 i N z TOOLED DRIP EDGE 3" OVER WOOD TRUSSES @ 24" O.C. P.T. U2 TRIM SEE PLAN e 12 I -----J LID HETAI6 HURRICANE (TYP.) SE I IR / IS CONNECTOR PER PLA R-30 INSULATION (MINIMUM) VINYL GG ENGINEER W/ INTEEGRALRALCASKET ...- STUCCO FlNISH BEYOND SECTIONAL GARAGE DOOR TRACKi_ I ' C _ - SEE ELEVATION I 04 5/6" GYP. BOARD AT CEILING BXBXI6 C.M.U. KNOCK -OUT BLOCK seonoNAL GARAGE DOOR METAL DRIP OVER REINF. W/I-#5 CONT. - SECTIONAL GARAGE DOOR TRACK Bedroom 3 P.T. 7x2 TRIM ALUM. FASCIA • _ - - - SEE ELEVATIONS I - P.T. 2x8 w000 JAMB ANCHOR �� CV POLISHED CONIC. TO BLOCK r+ x B• LG A.B. ALUMINUM CONTINUOUS P.C. LINTEL W/ I # 5 I S'-0" CEILING .""7 Bo ., 0 2,V O.C. VENTED SOFFIT (SOLID SOFFIT @ AREAS TO BE INDICATES #5 ROD DOWELS VERT. SPRAY FOAM INSULATION) IN BLOCK CELLS CONTINUOUS BED JOINTS STRUCK WITH i FROM FOOTING REINFORCEMENT 'V' GROOVE AT 16" O.C. TO CONG. BOND BEAM ABOVE. i FILL CELLS WITH CONCRETE. (SEE M TT 1117 1 I" X 3" P.T. WINDOW/DOOR BUCK—/STRUCTURAL DWGS. _ ) � � (2)3068BP ANCHORED TO BLOCK W/ I-3/8" B" U-514APED PRECAST LINTEL OVER ' = #5 VERT. GROUTED T -NAILS @ 6" O.C. OR 2"X P.T. ALL OPENINGS W/ (1) # 5 IN EACH. CMU WELLS PER PLAN WINDOW/DOOR BUCK ANCHORED - ------------------------- S/S' TM1<* CE'"E"T TO BLOCK W/ 3/16" DIA, X 3" WINDOW UNIT cn ( - IR / IS PLASTER STUCCO CORNER BEAD TAP CON SCREWS @ 12" O.C. CORROSION RESISTANT 7 SCREED PRECAST SILL BY 6"XS"XI6" CONCRETE BLOCK WALL 1- - - - - - - - - - - - --- VINYL MOLDING I PRECAST MFG. W/ DUR-O-WAL VERTICAL RE - JAMB INFORCEMENT EVERY 32" O.C. o ►- R 4.2 INSULATION @ BLOCK WALLS `9 GARARAGE.FooR L CL DDDR TRACKz 1/2" DRYWALL OVER IX FURRING BEYOND . `: STRIPS OVER 8" CMU. sECTIONAL cARAGE GET SEAL a WOOD BASE �• EXPANSION PAINTED CMU -Y L - JOINT . GRADE DRIVEWAY _ ='._ 0'-0" FIN. FLR• (SEE CIVIL FOR 1 Y COMPOSITION) .'e .. 4 ' EXTERIOR INTERIOR L[ ME,13EYONO FIN.I.L��i II.---���t SLAB W/ 6"X6"BEYOND ��i�W—HR5, �I W.W.M. (W/ FIBERMESH [ l,ll =IT-I�-I�PTION) ON 6 MIL VAPOR 1... -III -i. I --I r- Z -T- I If - I�l� ARRIER OVER WELL ° a �II - 80MPACTED TERMITE TREATED 101-411 —�—� a �I f—off "f1F——i 11=111=1 I f� FILL. IlT—IlI— — 1IiI i_70, fE FOUNDATION SLL .:_ ..—. i e...4 4 - -LAN FOR FOOTING �... `: ETAILS Garage Door Details I ._ _ - 1 I --- T TY - ION SCALE: I I/2"=1'-0" SCALE: 3/4' il'TI l l 1111. © copyright 2018, Zachary miller T�T_lf: 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. AREA TABULATIONS MAIN HOUSE FIRST FLOOR - A/C I TOTAL SQ. FT. - A/G Id q5 S.F. FRONT PORCH 62 S.F. GARAGE 4GO S.F. TOTAL 5Q. FT. 522 S.F. GRAND TOTAL 50. FT. 2 17 5 Fj STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MT512 WITH 14-10dxl LIX&PUNS RWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16 -10d x I 1 /2"FASTENERS GENERAL NOTES - 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 WARRATTES, 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 CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. Permit Set DESIGN STATEMENT This structure has been designed to comply with FLORIDA BUILDING CODE 6th EDITION (2017) The Design Parameters are: Vult 140mph Vasd 108m ph Risk Category II Exposure C GCpl +/- 0.18 Floor Live Load (psf) Uninhabitable attics without storage 10 Uninhabitable attics w/ limited storage 20 Habitable attics and sleeping areas 30 All other areas 40 Roof Live Load 10 Components 4 Cladding -SEE TABLE ON INDEX NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #041509 CERTIFICATE AUTHORITY #00009555 DATE / NOT VALID WITHOUT RA15ED SEAL AND 51GNUM 131U .�.�' � �\::�,..; yam; J�• 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 suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet PERMIT SET 5-21-18 :ET 7111E SHEET Dor Plan A2.1 © copyright 2018, 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. SHINGLE LOADING 140 m.p.h. WIND 12 EXPOSURE C 3 y 7-12/16" HEEL BRG. 121.5 12 .16" OVERHANG SQUARE CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS HANGER TAKEOFF 0 — 8'-0" HEIGHT NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS" (BCSI 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCU-SPAN TRUSS CO. 407-321-1440 / 386-872-5098 / 352-557-4901 LONGWOOD / ORMOND BEACH / MASCOTTE CUSTOMER MILLER CONSTRUCTION JOB NAME CASCADIA LOT/BLK/SUBDIV 105 19th Street SCALE DATE DRAWN BY JOB NUMBER 5/18/201 JCB SLC 15805 STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMP50N STRONG -TIE MT512 WITH 14-10dxl VZMP9 RWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HFTA20 WITH I G- I Odx I 1 /2"FASTEN ERS GENERAL NOTES - 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 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 CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL.BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. vera it Set DESIGN STATEMENT This structure has been designed to comply with FLORIDA BUILDING CODE Gth EDITION (2017) Tine Design Parameters are: Vult 140mph Vosd IOSmph Risk Category II Exposure C GCpI +/- 0.18 Floor Live Load (psf) Uninhabitable attics without storage 10 Uninhabitable attics w/ limited storage 20 Habitable attics and sleeping areas 30 All other areas 40 Roof Live Load 10 Components t Cladding -SEE TABLE ON INDEX NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #04150q CERTIFICATE AUTHORITY #00009855 VALID WITHOUT RAISED SEAL AND SIGNED 8' 1 1 l.. K 11 DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachar\/,Miller ENGINEER molyet engineering, FL reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet PERMIT SET 5 -21 -IS c SHEET TlUl SHEET 'Truss Pian A2.2 � wLlY r-1\11/ 1 I / 'rI I/`/`/1 711 ASPHALT SHINGLE OVER �" SHEATHII P.E. 7 SAND FINISH 5- 9"ONI BACKED MTL. I ON BUILDING OVER ASPPAI_T--3PINGI_F ROOF SMOOTH, `'V' GROOVE @ EVERY OTHER BED JOINT (TYP.) rear elevation scale: 1/4"=12" SMOOTH,, "V' GROOVE @ EVERY OTHER BED JOINT (TYP.) right elevation . scale: 1/4"=12" STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MT512 WITH 14-10dxl 1­125EAF99MERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dxl I/2"FA5TENERS GENERAL NOTES - 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 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 CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CON CURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. ASPHALT SHINGLE ROOF 7VER 2" SHEATHING ON '.E. TRUSS VI IV 1 I...Vn 1 LL SMOOTH, 'V' GROOVE @ EVERY OTHER BED JOINT (TYP.) left e l evat I o n scale: 1/4"=12" 12 ASPHALT SHINGLE ROOF 3 r ASPHALT SHINGLE ROOF SAND FINISH STUCCO OVER �" SHEATHING ON ON PAPER P.E. TRUSS _..-11.5 BACKED MTL. LATHE LARGE SINGLE HUNG ON BUILDING WRAP 1� n ; • WINDOW OVER OS 5'-0" BRG. _HGT. ; . 8'-0" BRG. HGT 0-8" HD. HGT _ - 0-8" HD. HGT MICRO Bedroom \'` ; ', Dining \'�, STUCCO FINISH STUCCO FINISH POLISHED CO ` ' POLISHED CONC. REF. POLISHED ONC. ` OVER BLOCK WALL OVER BLOCK WALL 51-0" CEILING VAULTED CLG. 0'-0" FIN. FLR _ _ 0'-0" FIN. FLR CMU FLOATED SPLIT FACE SMOOTH, 'V' GROOVE BLOCK @ EVERY OTHER BED building section JOINT (TYP.) front elevation scale: 1/411=1211 scale: 1/4"=12" © copyright 2018, 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. SAND FINISH STUCCO 9" ON PAPER SACKED MTL. LATHE )N BUILDING WRAP )VER �" OSB. Permit Set DESIGN STATEMENT This structure has been designed to comply with FLORIDA BUILDING CODE 6th EDITION (2017) The Design Parameters are: Vult 140mph Vasd 108mph Risk Category 11 Exposure C GCPI +/- 0.18 Floor Live Load (psf) Uninhabitable attics without storage 10 Uninhabitable attics w/ limited storage 20 Habitable attics and sleeping areas 30 All other areas 40 Roof "M Load 10 Components t Cladding-5EE TABLE ON INDEX NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #04150q CERTIFICATE AUTHORITY #OOOOg855 DATE NOT VALID WITHOUT RAISED SEAL AND 51GNED PiLtf i ' DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st. sanford, fl 32171 Phone: 407-792-3955 contact: Zachary Miller ENGINEER ericglneenncy FL reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet PERMIT SET 5-21-18 .I ' u Y • i aI�N9'•dKMilrq. SHEET 'nTLE SHEET Elevations A4.1 4.J 8 INCH LINTEL SCHEDULE MARK GENERAL NOTES UPLIFT 2500 PSI CONC. FILL 1) CODES: TYPE (CONCRETE PLACED IN FIELD) 1.1 FLORIDA BUILDING CODE 8F16-lT 8F20-lT 2) CONCRETE: 1 » 180' HOOKEND F2,1 EG CONCRETECOMPRESSIVE STRENGTH 1 STIRRUP W/2" EXTENSION PRE -CAST WSTANDARD REINFORCEMENT- 3500 PSI ' PAST BEND. (TYP) 2.1.2. PRE -CAST W/PRESTRE55 REINFORCEMENT -.5000 PSI 8F28 -2T 8F32 -2T 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2'-10" (34) » PRECAST 2.2 REINFORCING BARS: 2878 7/32" STIRRUPS AT 4'-0" c -c 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60). 6569 (TIED OR WELDED) 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). I 2021 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE ---- 3981 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 6407 7630 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH AGI STANDARDS. Ito 41" 1" 3) MASONRY: 2165 MIN. 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL MIN. 5219 CONCRETE MASONRY ASSOCIATION AND ACI 530, 61" 1257 3.2 MINIMUM MASONRY UNIT STRENGTH: f'm 1250 PSI. NOTES: 2215 3.3 MORTAR SHALL BE TYPE S. I. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 4) STRUCTURAL: 6061 7036 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" TYPICAL LINTEL SECTION (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FBC PRECAST CONCRETE NOTE: IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 3680 4532 CONSTRUCTION BEGINS. DANSCO ENGINEERING P.A. 15 RESPONSIBLE FOR THE 6245 938 STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN 1878 1925 FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 3583 4422 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWING MUST BE BROUGHT 6110 O ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF PRECAST727 1660 CONSTRUCTION. 8 INCH LINTEL SCHEDULE MARK PRE -CAST UPLIFT LATERAL LENGTH TYPE IFI -IT 8F12-lT 8F16-lT 8F20-lT 8F24 -1T 8F28 -1T 8F32 -1T 8U8 8F8 8F8 -2T 8F12 -2T 8F16 -2T 8F20 -2T 8F24 -2T 8F28 -2T 8F32 -2T A 2'-10" (34) » PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 B O 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 OC 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 O 4-6" (54) PRECAST727 1660 1762 2507 3257 4010 4767 5525 727 1660 1705 2435 3171 3913 4658 5406 O 5'-4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 F O V-10" (70») PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 a 6'-6" (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 1 3216 3732 O T-6" (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591. .657 990 1029 1466 1907 2351 2797 3245 OI 9'-4» (112") PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 O (12'6"x» PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 K 11'-4" » (136) PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1 1896 2198 L O 12'-0" » (144) PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 M O 13'-4" (160) PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 N O 14'-0" » (168) PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 O 14'-8" (176») PRESTRESSED 243 295 459 591 724 857 990 NR 357 243 352 582 852 1156 1491 1742 P O 15-4" (184) PRESTRESSED 228 278 430 553 677 801 925 NR 327 228 329 542 791 1072 1381 1676 17'-4" (208» PRESTRESSED 188 236 361 464 567 670 774 NR 255 188 276 449 649 874 11121 1389 O 19'-4" (232» ) PRESTRESSED 165 207 313 401 490 578 667 NR .204. 165 239 383 550 736 940 1160 O 21'-4" (256» PRESTRESSED 145 186 278 356 433 512 590 NR 172 142 212 336 477 1 635 807 1 993 ELECTRICAL LOAD CALCULATIONS (BASED ON N.E.C. ARTICLE 220-30 NEC) UNIT SQUARE FOOTAGE EQUIPMENT SERVED LOAD IN WATTS I GENERAL LIGHTING [NOTE—ELECSYM] 2.016 SQ. FT. 0 3 WATTS PER SQ. FT. , .. , , , , , , , 6,048 COOK TOP.. ............................................ 10,000 DISHWASHER .............................................. 5,000 DRYER.. ......... .... .............................. 6,000 MICROWAVE .......... . ................................. 1,000 OVEN.... .................................... 1,000 SMALL APPLIANCE LOAD, ................................. 2,000 WATER HEATER ...... .................... ............. 1,840 TOTAL ........................................... . 32,888 CALCULATIONS PER N.E.C. 220-30 ® SPECIAL PURPOSE OUTLET/JUNCTION BC FIRST 10,000 WATTS 0 100% ............................ 10,000 REMAINDER OF WATTS ® 40%.. 9,155 (1) H.V.A.C. LOAD ® 1009 .............................. 6,000 ELECTRIC HEAT ® 100% . .............. . , .... , . 10,000 TOTAL UNIT (WATTS) ..................... 35,155 35,155 LOAD = 146.48 AMPS WALL SWITCH 240 VOLTS �-3 THIS UNIT WILL REQUIRE A 150 AMP SERVICE. 2" 3-410 ALUM. 150 AMP DISC. W/ 0 MAIN METER #4 CH. RISER DIAGRAM FOR 150 AMP = SERVICE i ) I I I ELEdTRIC METtR I' f ----------1 ELECTRICAL KEY STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMP50N STRONG -TIE MT512 WITH 14-10dxl VXUPHNA RWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH I6-10dxl I/2"FASTENERS GENERAL NOTES - 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 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 CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. [NOTE—ELECSYM] Fa SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER i:t:rWP WEATHERPROOF DUPLEX OUTLET Z�.4, IGFI GROUND -FAULT CIRCUIT -INTERRUPTER Z' DUPLEX OUTLET 8N HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET/JUNCTION BC : DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX �► WALL SWITCH �-3 THREE-WAY SWITCH H► -4 FOUR-WAY SWITCH I ­_M MOTION SENSOR SWITCH Fr"`�DM DIMMER SWITCH REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT LIGHT FIXTURE -- LIGHT FIXTURE WIRED TO GENERATOR - WALL MOUNTED INCANDESCENT � � Set LIGHT FIXTURE � � -�- RECESSED INCANDESCENT LIGHT FIXTUF DESIGN STATEMENT RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE (This structure has been designed to comply -(�}- Y PC INCANDESCENT LIGHT FIXTURE FLORIDA BUILDING CODE 6th EDITION WITH PULL CHAIN (2017) EXIT LIGHT The Design Parameters are: I EMERGENCY LIGHT Vult 140mph Vasd IOSmph FLUORESCENT LIGHT FIXTURE Risk Category 11 UNDER COUNTER LIGHTING - LED Exposure C -"• » LED STRIP LIGHTING AT TOE KICK - GCPI +/- 0.18 SWITCH AT ADJACENT MOTION SENSOR Floor Live Load (psf) F I TRACK LIGHT Uninhabitable attics without storage 10 Uninhabitable attics w/ limited storage 20 ® EXHAUST FAN (VENT TO EXTERIOR) Habitable attics and sleeping areas 30 - EXHAUST FAN/LIGHT COMBINATION All other areas 40 (VENT TO EXTERIOR) ] EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) CH CHIMES QN INTERCOM QA AUDIO SWITCH ® CENTRAL VACCUM SYSTEM - IIOv FEED �OPB PUSHBUTTON SWITCH Q� ® SMOKE DETECTOR - {-► \ HD HEAT DETECTOR u ® T9ZMEffl=R H 3 Os SPEAKER ss SPEAKERS FOR SURROUND SOUND 4 TELEPHONE W COMPUTER (CAT -6) ❑T TELEVISION S GAS CONNECTION 0) ELECTRIC METER ® ELECTRIC PANEL CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL NOTES: STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMP50N STRONG -TIE MT512 WITH 14-10dxl VXUPHNA RWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH I6-10dxl I/2"FASTENERS GENERAL NOTES - 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 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 CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. --- ---- --- - - - - - -- --- -- --- - _ _ _ 64 TO BTM Roof Live Load 10 i I DINING AND BREAKFAST FIXTURE .. OF FIXTURE Components 4 Cladding -SEE TABLE ON IND TM FOYER AND STAIRWAY FIXTUR>=...OF FIXTURE �- - - - - - - - - - - - — - - - - - - - - - --� - -- - --- - - - - - - -I THERMOSTAT . ... . 54" 70 CL NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED * REDUCE VALUE BY 25% FOR FOR GRADE 40 FIELD REBAR. �, • • • - ALL LINTELS TO ARE BE 8F16-1T/1B SERVICE BY POWER CO. - �' DOORBELL CHIMES. . . . . . . . . . .84" TO CL BRIAN A. MOLYET P.E. LEVEL W/ 1060 E. INDUSTRIAL DR. SUITE W electrical plan DOORBELL BUTTON ... ...... . DR HANDLE ORANGE CITY, FL 32763 KITCHEN HOOD FAN ."WHIP" . . . . . . 66" TO CL PE #041509 j scale = 1/4:12 KITCHEN WALL HUNG MICROWAVE CERTIFICATE AUTHORITY #00009855 © copyright 2018, 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. OUTLET .. .. ....... ... .76" TO CL KITCHEN DISHWASHER RECEPTACLE. UNDER SINK DATE (j KITCHEN RANGE ... .... . ... . 24" TO CL KITCHEN REFRIGERATOR ... .... 48" TO CL NOT VALID WITHOUT RAISED SEAL AND SIGNED . WASHER/DRYER OUTLET .......48" TO CL CL - CENTER LINE I = FIELD VERIFY -11-Tr-!1 RATII r,,T1.\IflArnrl n,l)n :Ilr:l �./ :NN DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita St. Sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER CI IIJ, II ICCI II l FL reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet PERMIT SET 5-21-I5 SHEET TITLE SHEET E� I. PROVIDE t INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQ'D BY NAVL FIRE PROTECTION ASS. (NFPA) 4 MEETING THE Tb REQUIREMENTS OF ALL GOVERNING CODES FLOODS 2. PROVIDE 4 INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) t TAMPER 8N PROOF RECEPTICLES AS REQ'D BY NAT'L -� ELECTRIC CODE (NEC) t MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 3. ELEC. CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. 4. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. 5, ALL ELEC. t MECH. 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. 6. ELEC. CONTRACTOR TO INSTALL ARC FAULT AND TAMPER PROOF RECEPTACLES PER 2008NEC 210,12(b) AND 406.11 � � Set ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: � � SWITCHES OVER COUNTER . . . . . .48" TO CL WALL OUTLETS OVER COUNTER ...48" TO CL DESIGN STATEMENT REMAINING SWITCHES .. . . . .... 48" TO CL WALL OUTLETS TO CL (This structure has been designed to comply ........ ... ,12" FLORIDA BUILDING CODE 6th EDITION BATH VANITY BRACKET OUTLET �. (I" ABOVE TOP OF MIRROR). .80" TO CL2 (2017) WATER SOFTENER AND SUMP OUTLE49 TO CL The Design Parameters are: I TELEPHONE OUTLETS ......... 12" TO CL Vult 140mph Vasd IOSmph TELEVISION OUTLETS . . . . . . . . .12" TO CL Risk Category 11 EXERIOR GFI OUTLETS .... ....12" TO CL Exposure C GARAGE GFI (ABOVE GARAGE FLOORP" TO CL GCPI +/- 0.18 BASEMENT WALL OUTLETS..... TO CL Floor Live Load (psf) F I .48" FRONT DOOR COACH LIGHT ..... . 72" TO CL Uninhabitable attics without storage 10 Uninhabitable attics w/ limited storage 20 GARAGE DOOR COACH LIGHT Habitable attics and sleeping areas 30 (ABOVE GARAGE FLOOR) ... .84 TO CL All other areas 40 --- ---- --- - - - - - -- --- -- --- - _ _ _ 64 TO BTM Roof Live Load 10 i I DINING AND BREAKFAST FIXTURE .. OF FIXTURE Components 4 Cladding -SEE TABLE ON IND TM FOYER AND STAIRWAY FIXTUR>=...OF FIXTURE �- - - - - - - - - - - - — - - - - - - - - - --� - -- - --- - - - - - - -I THERMOSTAT . ... . 54" 70 CL NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED * REDUCE VALUE BY 25% FOR FOR GRADE 40 FIELD REBAR. �, • • • - ALL LINTELS TO ARE BE 8F16-1T/1B SERVICE BY POWER CO. - �' DOORBELL CHIMES. . . . . . . . . . .84" TO CL BRIAN A. MOLYET P.E. LEVEL W/ 1060 E. INDUSTRIAL DR. SUITE W electrical plan DOORBELL BUTTON ... ...... . DR HANDLE ORANGE CITY, FL 32763 KITCHEN HOOD FAN ."WHIP" . . . . . . 66" TO CL PE #041509 j scale = 1/4:12 KITCHEN WALL HUNG MICROWAVE CERTIFICATE AUTHORITY #00009855 © copyright 2018, 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. OUTLET .. .. ....... ... .76" TO CL KITCHEN DISHWASHER RECEPTACLE. UNDER SINK DATE (j KITCHEN RANGE ... .... . ... . 24" TO CL KITCHEN REFRIGERATOR ... .... 48" TO CL NOT VALID WITHOUT RAISED SEAL AND SIGNED . WASHER/DRYER OUTLET .......48" TO CL CL - CENTER LINE I = FIELD VERIFY -11-Tr-!1 RATII r,,T1.\IflArnrl n,l)n :Ilr:l �./ :NN DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita St. Sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER CI IIJ, II ICCI II l FL reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet PERMIT SET 5-21-I5 SHEET TITLE SHEET E�