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411 W 19 St 18-3198 Construction New SFH
ABBREVIATIONS SYMBOLS USED AS ABBREVIATIONS 7 ANGLE CENTER LINE FN FBD FENCE FIBERBOARD %mob": PLAS PLA PLASTER PLASTIC ? COPYRIGHT DEGREES FGL FIN FIBERGS FINISH ED PLAM PG PLASTIC LAMINATE TE PLATE ? DELTA FFE FINISH LOOR ELEVATION GLASS ? DIAMETER FFL FA FINISHED FIRE FLOOR LINE ALARM PWD PLYWOOD OINT I FLOW LINE GREATER THAN FE FIRE FIRE EXTINGUISHER EXTINGUISHER CABINET PVC PE POLYVINYL CHLORIDE PORCELAIN ENAMEL ? OR EQUAL TO LESS THAN FEC FHS FIRE HOSE STATION PCPLPORTLAN CEMENT PLASTER OR EQUAL TO PLUS OR MINUS FPL FP FIREPLACE FIREPROOF PD PCF POUND �S))R CUBIC FOOT POUNDS E E ? PROPERTY LINE FRT FIXT FIRE FIXTURE -RETARDANT PLF PSF POUNDS PER LINEAR FOOT POUNDS PER SQUARE FOOT & SQDARE FOOT AND FLG FLASHING PSI POUNDS PER SQUARE INCH ® AT SPACING OF FLX FG FLEXIBLE FLOAT GAS$ PCC PFB PRECAST CONCRETE PREFABRICATE, (ED) NUMBER PENNY FLR FLOOR, ING)) PFN PRF PREFINISHED PREFORMED X W/ WIDTH X HEIGHT WITH FD FL FLOOR FLOW DRAIN LINE PREM PREMOULDED FLUR FLUORESCENT PL PROPERTY LINE ABBREVIATIONS FTG FOOTINGOINT QT QUARRY TILE AB ANCHOR BOLT FND FR FOUNDATON FRAME D), (ING) RAD RADIUS ABV AFF ABOVE ABOVE FINISHED FLOOR FS FUR FULL �I FURRED, ING) RFT RL RAFTE RAIL ING)) ACC ACCESS FUT FUTURE REC REC�S (ED ACFL AP ACCESS FLOOR ACCESS PANEL GA GAGE GAUGE REF RFL REFER (ENC REFLECT 4ED , (IVE), (OR) AC ACOUSTICAL GV GALVI�NIZ0 REFR REFRIGEf�A 0 ACPL ACT ACOUSTICAL PLASTER ACOUSTICAL TILE GKT GC GASKETED) GENERAL CONTRACT, (OR) REG REIN REGISTER REINFORCE (% ING) (%J ACR ACRYLIC PLASTIC GL GLASS, GLAZING RECP REINFORCEb ETE PIPE ADH ADHESIVE GLB GLASS BLOCK REM REMOVE ADJ ADJACENT GCMU GLAZED CONCRETE MASONRY UNITS REQ'D REQUIRED ADJT ADJUSTABLE GLAM GLUED LAMINATE RES RESILIENT AGG AGGREGATE GB GRAB BAR RET RETURN A/C AIR CONDITIONING GD GRADE GRADING RA RETURN AIR ALT ALTERNATE ALUMINUM GRN GRANITE RVS REVERSE $IDE REVISE ( ). R VISE, (ED) ALUM ANCHOR ANCHORAGE GRT GRATE (ING) REV RIGHT 1HAN ANC ANODIZED GVL GRAVEL RH RIGHT OF WAY ANOD GRHS GREENHOUSE ROW ARCH ARCHITECT, ARCHITECTURAL GT GROUT R RISER AD AREA DRAIN GRD GUARD RVT RIVET ASPH ASPHALT GUT GUTTER R&S ROD AND SHELF AT ASPHALT TILE GPDW GYPSUM DRY WALL RD ROOF DRAIN AUTO AUTOMATIC GPL GYPSUM LATH RFH ROOF HATCH AWN A\VNING GPPL GYPSUM PLASTER RFG ROOFING BLMT BASE LENS GPT GPW GYPSUM TILE GYPSUM WALLBOARD RM RO ROOM ROUGH OPENING RCP ROUND CONCRETE PIPE B BEARING HC HANDICAP ROK ROWLOCK G HRL HANDRAIL RB RUBBER BASE BPL E =A RING PLATE HBD HARDBOARD RBT RUBBER TILE BEL BELOW HDW HARDWARE RBL RUBBLE STONE BM BENCH MARK B HWD HARDWOOD BET BENCH HDR HEADER SCH SAFETY GLASS BEY B=YOND HTG HEATING SCH SCHEDULE BLK BLOCK HVAC HEAT/VENT/AIR CONDITION SCN SCREEN SCUPPER HD HEAVY DUTY SCUP BDKG NG HT HEIGHT SNT SEALANT BOARD HPT HIGH POINT STG SEATING BS BOTH SIDES HCR HOLLOW CORE SEC SECTION BOT BY OWNERTOM HOR HORIZONTAL SVYD SERVICE YARD HB HOSE BIBB SSK SERVICE INK BRKT BRACKET SHTH SHEATH, ING) BRS BRASS INCAN INCANDESCENT SHT SHEET BBIRK RZ BRONZE INCIN INCL INCINERAT INCLUDE R �ED� (ING) SG SH SHEET GLASS SHELF SH�VING BLDG BUILDING ID INSIDE dIA E R SHNG SHINGLE, BUR BUILT UP ROOFING INS INSULATE ED,NG� SHU SHUTTER, BRGL BULLET RESISTANT GLASS INSC INSULATING C000000NC ET SIDG SIDING CAB CABINET IGL INT INSULATING INTERIOR GLASS SIM �KL SIMILAR SKYLIGHT CAN CANVAS INTM INTERMEDIATE SL SLEEVE CPT CSMT CARPET CASEMENT INV INVERT SOL SOL SLOPE SOLDIER JC JANITOR'S CLOSET SC SOLID CORE CST CAST STONE JT JOINT SP SOUNDPROOF CB CATCH BASIN JF JOINT FILLER S SOUTH CLG CHT CEILING CEILING HEIGHT J JOIST SPC SPACE �((R) SGL SPAND7ZEL GLASS CEM CM CEMENT CENTIMETER S () KPL KIT KICKPLATE KITCHEN SPK SPL SPEAKER SPECIAL CER CT CERAMIC CERAMIC TILE KO KNOCKOUT SPEC SPECIFICATION CHBD CHALKBOARD LBB LABEL SPH SQ SPLASH SQUARE CHAM CHAMFER LAB LABORATORY SST STAINLESS STEEL CHIM CR CHIMNEY CHROMIUM LAD LB LADDER LAG BOLT STGL STD STAINED GLASS STANDARD CIRC CIRCUMFERENCE LAM LGL LAMINATE (ED) LAMINATEb GLLAASS STA ST STATION STEEL CLR CLEAR, CLEARANCE LAV LAVATORY STO STORAGE CLS CGL CLOSURE COATED GLASS LO LH LAYOUT LEFT HAND SF SD STOREFRONT STORM DRAIN COL COLUMN STIR STRUCTURAL COMB COMBINATION L LENGTH SCT STRUCTURAL CLAY TILE COM COMMON STUCCO COMPT COMPARTMENT LW LIGHTWEIGHT SFLR COMPO COMPOSITIO COMPO ITE LMS LIMESTONE SUS SUSPENDED COMP CONC COMPRESS,(Eb),(ION), CONCRETELL ISLE) LTL 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 CONTINUECONTINUOUS LVR LPT LOUVER LOW POINT TKBD TACKBOARD CONTR CONTRACT', CONTRACTOR TEL TELEPHONE CJT CONTROL JOINT MB MACHINE BOLT TV TELEVISION CPR COPPER MH MANHOLE TG TEMPERED GLASS CG CORNER GUARD MFR MANUFACTURE, (ER) TZ TERRAZ 0 CORR CTR CORRUGATED COUNTER MRB MAS MARBLE MASONRY THK THR THICK NESS) THRESH LD CS COUNTERSINK MTL MATERIAL TBRL TO BE RELOCATED CRS COURSE MAX MAXIMUM TORR TO BE REMOVED CFT CUBIC FEET MECH MECHANIC}., ((AL) TPD TOILET PAPER DISPENSER CYD CUBIC YARD MC MEDICINE I.dBINET TPTN TOILET PARTITION DPR DAMPER MED MDO MEDIUM MEDIUM DENSITY OVERLAY TOL T&G TOLERANCE TONGUE AND GROOVE DL DEAD LOAD FING MBR MEMBER TSL TOP OF CONCRETE SLAB DEM DEMOLISH DEMOLITION DEMO DE MMB MET MEMBRANE METAL TC TJ TOP TOP OF CURB OF JOIST DMT DTL DEMOLISH DETAIL M METER, ($) PIE TP TOP OF PLATE MW MICRO TST TOP OF STEEL DTL DIAGONAL MM MILLIMETER, (S) TSF TOP OF SUBFLOOR DIA DIAMETER MIN MINIMUM TW TOP OF WALL CIM DIMENSION MIR MIRROR TPG TOPPING SDP DISPENSER MGL MIRROR GLASS f FRAMED) TOR TO REMAIN DIVISION MISC MISCELLANEOUSTB TOWEL BAR DR DTA DOVETAIL ANCHOR MO MLD MASONRY MOLDING OPENING MOULDING TR T TRANSOM TREAD DTA DOVETAIL ANCHOR SLOT MR MOP RE�E�P)50�ING) TRNB TURNBUCKLE TYPICAL DS DOWNSPOUT MT MOUNT, TYP DT DRAIN TILE MOV MULL M MUULLIOLLIO N UC UNDERCUT DWR DRAWER LINO UNFINISHED DWG DRAWING NL NATLE URO UNLESS NOTED OTHERWISE DF DRINKING FOUNTAIN NAT URAL NATURAL UR URINAL DW DISHWASHER NI NICKEL UTL UTILITY DBW DUMBWAITER NR NOISE REDUCTION EA EACH NOM N NOMINAL NORTH Vi VB V -JOINT VAPOR BARRIER EF EW W FACE EACH WAY NIC NOT IN CONTRACT VAR VARNISH EASEMENT NTS NO NOT TO SCALE NUMBER VNR VENEER E EAST VG VERTICAL GRAIN ELAS ELEC EP ELASTIC ELECTRIC, (AL) ELECTRICAL PANELBOARD OC OP ON CENTER, (S) OPAQUE VIN VB VINYL VINYL BASE OPG OPENING VCT VINYL COMPOSITION TILE EWC EL ELECTRIC Wy4,jER COOLER ELEVATION HEIGHT OPH OPPOSITE HAND VF VINYL FABRIC ELE ItVERTICAL ELEVATION VIEW) ORN OD ORNAMENTAL OUTSIDE DIAMETER VT VICP VINYL TILE VITREOUS CLAY PIPE ELEV EMER ELEVATOR EMERGENCY OA OVERALL VICT VITREOUS CLAY TILE ENC ENCLOSE, (URE) OH OVERHEAD WSCT WAINSCOT EQ EQUIPMENT PNT PAINT, (D� WH WALL HUNG PNL PANEL, IN ) WC WATER CLOSET ESC ESCALATOR PB PANIC B5 SHTR WATER HEATER EST ESTIMATE PTD PAPER TOWEL DISPENSER WP WATERPROOFING EXH EXHAUST PTR PAPER TOWEL RECEPTOR WR WATER RESISTANT EXH EXMP EXISTING EXPANDED METAL PLATE PAR PRPT PARALLEL PARAPET WS WST WATERSTOP WEATHERSTRIP ((INC)) 'FABRIC EG EXPANSION BOLT PK PARKING WWF WELDED WIRE EJT EXPANSION JOINT PBD PARTICLE BOARD W WEST EXP EXT EXPOSED EXTERIOR PTN PV PARTIT19t PAVE D (ING) WHS WID WHEEL STOP WIDTH WIDE FOC FACE OF CONCRETE PVMT , PAVEP N WIN WINDOW FOC FOM FACE OF FINISH FACE OF MASONRY PERF PER PERFORATE, (ED) PERIMETER WG WM WIRED GLASS WIRE MESH FOS FAS FACE OF STUDS FASTEN, FASTENER PTR ai Tr_ PLANTER P1 ANTIMr. WO Wn WITHOUT WnnD 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 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 ELEVA11ONS 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- PRION 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. GENE11 RAL NOTES EARTH PLYWOOD ELEVATION KEY OR SECTION KEY SHEET NUMBER SAND OR GRAVEL FILL ® INSULATING SHEATHING . WOOD STUD PARTITION BATT INSULATION DETAIL NUMBER OR SECTION KEY 3-2X4 WOOD POST OR 2-2X6 SHEET NUMBER UNLE55 OTHERWISE NOTED RIGID INSULATION ®ANG BRICK C) WATER CLOSET ANGLE ® CONCRETE BLOCK © copyright 2018, zachary m designer hereby expressly reserves his copright and other ,property rights in these planI. th` se la��' °a°�ic$I din s are VF6Mb�I�� ��bi%d, chang r co ied in any for whatsoever without first obtaining the express written permission and consent of zachary=111er nor to assigneal I Ing salas 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) _19th Street 50.00'(P) 55.00'(P) 2' Miami Curb c Fnd. Reba�5'(P) Cap "PSM 2259" Nd. Y/" Iron Pipe lNo Identification) 0.55' South SETBAI CK I 4.20' West Lot 108 C 50'(P) ._ _ I_ 50'(P) 50'( \ I 2' - - 45'(P) ?.. a e. 4,,a a Qe a e a e n a d e .. e a ..a' .a. a 4. e.. a.b a ;•a '� Qa ..e a. a .a. '�. a.. .� Set ,/rr Rebar a a o - 4a G e, e e • •e. d a•.. '� <.• A a _4. a ��e 9 e Ae,. e. e, a'.A 'e •'. d 4, A d a , Y& Cap "LB 7623" _.... __�K _.._�.:0 Crushed,_Asphalt RECORD COPY 1 LEGAL DESCRIPTION LOT 107 + W 5 FT OF LOT 108 SANFORD HEIGHTS PB 2 PG 63 PARCEL ID 36-1 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 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. "mow `t". �• � ;I;,I SCALE: 111=15'-011 SHEET INDEX index INDEX, ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES SITE PLAN REVIEWED F -O A2.0 FOUNDATION / ROOF PLAN PLAN A2.1 FLOOR PLAN t DETAILS A2.2 TRUSS LAYOUT SrODE COMPLY EXAMINER .3,}_�_ DATE SAWORQ BUIL( 'INCA DNISION A4.1 ELEVATIONS A PFRMII ISSUED SHALL E CONSTRUED TO BE A LICENSE TO PROCEED WITF THE WORK AND NOT A E1 ELECTRICAL PLAN AUTHORITY TO VIOLATE, 1NCEL, ALTER OR SET ASIDE ANY OF THE PROVISI NS OF THE TECHNICAL CODES, NOR SHALL ISSUAN( E OF A PERMIT PREVEt THE BUILDING OFFICIAL -ROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLJTIONS OF THIS CODE CONCRETE BLOCK WALL ROOM NAME ROOM TAG X' -X 0" CLG 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 yl191,8 DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller PERMIT SET 7-I8-18 CENTERLINE 1' %mob": .4... e..: CONCRETE41 TUB/SHOWER ( B HOSE BIBB (FREEZE PROOF) STONE ®-- GAS LINE STUB® STEEL O LAVATORY d PENNY DIMENSIONAL LUMBER ❑ ❑ DOUBLE SINK PERPENDICULAR R PLATE -'� BLOCKING SINGLE SINK designer hereby expressly reserves his copright and other ,property rights in these planI. th` se la��' °a°�ic$I din s are VF6Mb�I�� ��bi%d, chang r co ied in any for whatsoever without first obtaining the express written permission and consent of zachary=111er nor to assigneal I Ing salas 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) _19th Street 50.00'(P) 55.00'(P) 2' Miami Curb c Fnd. Reba�5'(P) Cap "PSM 2259" Nd. Y/" Iron Pipe lNo Identification) 0.55' South SETBAI CK I 4.20' West Lot 108 C 50'(P) ._ _ I_ 50'(P) 50'( \ I 2' - - 45'(P) ?.. a e. 4,,a a Qe a e a e n a d e .. e a ..a' .a. a 4. e.. a.b a ;•a '� Qa ..e a. a .a. '�. a.. .� Set ,/rr Rebar a a o - 4a G e, e e • •e. d a•.. '� <.• A a _4. a ��e 9 e Ae,. e. e, a'.A 'e •'. d 4, A d a , Y& Cap "LB 7623" _.... __�K _.._�.:0 Crushed,_Asphalt RECORD COPY 1 LEGAL DESCRIPTION LOT 107 + W 5 FT OF LOT 108 SANFORD HEIGHTS PB 2 PG 63 PARCEL ID 36-1 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 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. "mow `t". �• � ;I;,I SCALE: 111=15'-011 SHEET INDEX index INDEX, ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES SITE PLAN REVIEWED F -O A2.0 FOUNDATION / ROOF PLAN PLAN A2.1 FLOOR PLAN t DETAILS A2.2 TRUSS LAYOUT SrODE COMPLY EXAMINER .3,}_�_ DATE SAWORQ BUIL( 'INCA DNISION A4.1 ELEVATIONS A PFRMII ISSUED SHALL E CONSTRUED TO BE A LICENSE TO PROCEED WITF THE WORK AND NOT A E1 ELECTRICAL PLAN AUTHORITY TO VIOLATE, 1NCEL, ALTER OR SET ASIDE ANY OF THE PROVISI NS OF THE TECHNICAL CODES, NOR SHALL ISSUAN( E OF A PERMIT PREVEt THE BUILDING OFFICIAL -ROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLJTIONS OF THIS CODE CONCRETE BLOCK WALL ROOM NAME ROOM TAG X' -X 0" CLG 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 yl191,8 DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller PERMIT SET 7-I8-18 SHEET TITLE SHEET INDEX I 0, 1' %mob": SHEET TITLE SHEET INDEX I "HCDPL" METAL HURRICANE CLIPS 5/8" CDX SHEATHING OR APPROVED EQUAL (495# U.L. DESIGN) _\ 0 4" CONCRETE SLAB W/ 6"X6" W1.4 X 1^11.4 WWF (OR FIBERMESH) OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL PROVIDE 12"w X 3/4"d CONT. "RAIN CUT" @ EDGE OF CONC. SLAB .d e 7 , a 2 # 5 BARS CONT. RAIN CUT AT GARAGE DOOR 3/4" = 1'-0" 4" CONCRETE SLAB W/ 6"X6" WI.4 X WI A WWF (OR FIBERMESH) OVER 6 MIL VAPOR > BARRIER ON CLEAN oU COMPACTED TERMITE TREATED FILL �.. ACID 8„ 1 #5 BAR CONT. MIN. 8" TURNED EDGE v 3/4" = 1'-0" Bill # 5 DOWEL EXTERIOR FINISH 8"X8"X16" CONC. BLOCK W�" CONC. SLAB 6X6 10/10 W.W.M. A GRADE--_, _.. CID .4 1 VARIES a v Y y Z e ° e• \ OMPACTED FILL MOISTURE BARRIER 3 # 5 BARS CONT. 01 MIN. GARAGE EXTERIOR WALL LOCK WALL - P'IONOLITHIC CONST. 3/4" = I`70" all # 5 DOWEL 8"X8"X16" CONC. BLOCK EXTERIOR FINISH „ co -I CONC. SLAB W/ 6X6 10/10 W.W.M. 4" ed • e . GRADE Go \ \ ....�,.'e. COMPACTED FILL TERMITE TREATED MOISTURE BARRIER 2 # 5 BARS CONT. 16" TYPICAL EXTERIOR FOOTING SINGLE STORY, BLOCK WALL GABLE MONOLITHIC FOUNDATION 5 c 2 1 zacha ..miller r00f plan Q copyright 0 8, ry designer hereby expressly reserves his copright and other .property rights in these f 0ris.l�fh14se 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. 401-011 201-811 foundation plan scale = 1/4:12 STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL HOOD/HOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MT512 WITH 14-10dx1 1/2"FA5TENER5 - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16 -10d x 1 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. Permit Set DESIGN STATEMENT This structure has been designed to comply with FLORIDA BUILDING CODE loth EDITION (2017) The Design Parameters are: Vult 140mph Vasd 108mph 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 20 Components 4 Cladding -SEE TABLE ON AD NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED William F. Stuhrke PhD, P.E. 12215 Rebeccas Run Dr. WINTER GARDEN, FL 32787 PE #221501 7/, P.A15ED SEAL AND SIGNED BLUE / �.. DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER William F. Stuhrke PhD, P.E. State of FL PE#22150 12215 Rebeccas Run Dr. winter garden, fl 32787 Phone: 407-920-3119 contact: Bill Stuhrke PERMIT SET 7-18.18 SHEET TITLE SHEET Foundation/ Roof Plan A2.0 NOTES: 1. 2" x 4" OUTLOOK AT 24" O.C. CON \. FRAMED ROOF TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS GABLE TRUSS WITH TRUS 3ES AT 24" O.C. NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. DROPPED TOP CHORD 3. HEADER STUD REQUIREMENT THERMO-PLY IV STRUCTURAL GRADE (RED) 3 HEADER STUDS (EACH SIDE 6'-0" TO 12'-0" SHEATHING, AS MANUF. BY "SIMPLEX" PRODUCTS L_O _____________O DIVISION, ADRIAN MICHIGAN. AND INSTALLED 1/2" GYP. BOARD @i 0 PER-MANUF. SPECIFICATIONS. 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS ��'� ^ --------------=---� / NAIL BOTTOM CHORD 2" x 4" STRUTS AT 48"O.C. 4 HEADER STUDS REQ. (2) FULL LENGTH STUDS 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" BEARING WALL NAIL PATTERN: @ 12" 0/C 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 ()4P. GABL IL =1'-0" (FILE: .DWG) 0 4" CONCRETE SLAB W/ 6"X6" W1.4 X 1^11.4 WWF (OR FIBERMESH) OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL PROVIDE 12"w X 3/4"d CONT. "RAIN CUT" @ EDGE OF CONC. SLAB .d e 7 , a 2 # 5 BARS CONT. RAIN CUT AT GARAGE DOOR 3/4" = 1'-0" 4" CONCRETE SLAB W/ 6"X6" WI.4 X WI A WWF (OR FIBERMESH) OVER 6 MIL VAPOR > BARRIER ON CLEAN oU COMPACTED TERMITE TREATED FILL �.. ACID 8„ 1 #5 BAR CONT. MIN. 8" TURNED EDGE v 3/4" = 1'-0" Bill # 5 DOWEL EXTERIOR FINISH 8"X8"X16" CONC. BLOCK W�" CONC. SLAB 6X6 10/10 W.W.M. A GRADE--_, _.. CID .4 1 VARIES a v Y y Z e ° e• \ OMPACTED FILL MOISTURE BARRIER 3 # 5 BARS CONT. 01 MIN. GARAGE EXTERIOR WALL LOCK WALL - P'IONOLITHIC CONST. 3/4" = I`70" all # 5 DOWEL 8"X8"X16" CONC. BLOCK EXTERIOR FINISH „ co -I CONC. SLAB W/ 6X6 10/10 W.W.M. 4" ed • e . GRADE Go \ \ ....�,.'e. COMPACTED FILL TERMITE TREATED MOISTURE BARRIER 2 # 5 BARS CONT. 16" TYPICAL EXTERIOR FOOTING SINGLE STORY, BLOCK WALL GABLE MONOLITHIC FOUNDATION 5 c 2 1 zacha ..miller r00f plan Q copyright 0 8, ry designer hereby expressly reserves his copright and other .property rights in these f 0ris.l�fh14se 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. 401-011 201-811 foundation plan scale = 1/4:12 STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL HOOD/HOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MT512 WITH 14-10dx1 1/2"FA5TENER5 - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16 -10d x 1 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. Permit Set DESIGN STATEMENT This structure has been designed to comply with FLORIDA BUILDING CODE loth EDITION (2017) The Design Parameters are: Vult 140mph Vasd 108mph 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 20 Components 4 Cladding -SEE TABLE ON AD NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED William F. Stuhrke PhD, P.E. 12215 Rebeccas Run Dr. WINTER GARDEN, FL 32787 PE #221501 7/, P.A15ED SEAL AND SIGNED BLUE / �.. DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER William F. Stuhrke PhD, P.E. State of FL PE#22150 12215 Rebeccas Run Dr. winter garden, fl 32787 Phone: 407-920-3119 contact: Bill Stuhrke PERMIT SET 7-18.18 SHEET TITLE SHEET Foundation/ Roof Plan A2.0 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 UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH SIDE 1'-6" TO 6'-0" 5' �-- ROOF EDGE 4'—x-1 3 HEADER STUDS (EACH SIDE 6'-0" TO 12'-0" 4 HEADER STUDS (EACH SIDE 12'-0" TO 18'-0" L_O _____________O �a 2 HEADER STUDS REQ. (1) FULL LENGTH STUD @i 0 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS ��'� ^ --------------=---� / 4 HEADER STUDS REQ. (2) FULL LENGTH STUDS i OO RIDGE 4. BEARING WALL NAIL PATTERN: @ 12" 0/C F-�---��-� OO ; OO ��l \��' O 4' 1. PLYWOOD: (FIELD) USE 8D NAILS �P�` OR O.S.B. (EDGE) USE 8D NAILS @ 6 O/C -O O z s -��� a z O O 2. GYPSUM: (FIELD) USE 5D NAILS @ 10" O/C (EDGE) USE 5D NAILS @ 7' O/C 5. 5. ROOF NAILING PATTERN: PLYWD OR OSB 1 ZONE 1 — USE 8D RING SHANK COMMON NAILS @ 12" O/C ZONE CHART 2 ZONE 2 — USE 8D RING SHANK COMMON NAILS @ 6" 0/C 3 ZONE 3 — USE 8D RING SHANK COMMON NAILS @ 4" 0/C 6• ' 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" O/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 @ 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. 0 4" CONCRETE SLAB W/ 6"X6" W1.4 X 1^11.4 WWF (OR FIBERMESH) OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL PROVIDE 12"w X 3/4"d CONT. "RAIN CUT" @ EDGE OF CONC. SLAB .d e 7 , a 2 # 5 BARS CONT. RAIN CUT AT GARAGE DOOR 3/4" = 1'-0" 4" CONCRETE SLAB W/ 6"X6" WI.4 X WI A WWF (OR FIBERMESH) OVER 6 MIL VAPOR > BARRIER ON CLEAN oU COMPACTED TERMITE TREATED FILL �.. ACID 8„ 1 #5 BAR CONT. MIN. 8" TURNED EDGE v 3/4" = 1'-0" Bill # 5 DOWEL EXTERIOR FINISH 8"X8"X16" CONC. BLOCK W�" CONC. SLAB 6X6 10/10 W.W.M. A GRADE--_, _.. CID .4 1 VARIES a v Y y Z e ° e• \ OMPACTED FILL MOISTURE BARRIER 3 # 5 BARS CONT. 01 MIN. GARAGE EXTERIOR WALL LOCK WALL - P'IONOLITHIC CONST. 3/4" = I`70" all # 5 DOWEL 8"X8"X16" CONC. BLOCK EXTERIOR FINISH „ co -I CONC. SLAB W/ 6X6 10/10 W.W.M. 4" ed • e . GRADE Go \ \ ....�,.'e. COMPACTED FILL TERMITE TREATED MOISTURE BARRIER 2 # 5 BARS CONT. 16" TYPICAL EXTERIOR FOOTING SINGLE STORY, BLOCK WALL GABLE MONOLITHIC FOUNDATION 5 c 2 1 zacha ..miller r00f plan Q copyright 0 8, ry designer hereby expressly reserves his copright and other .property rights in these f 0ris.l�fh14se 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. 401-011 201-811 foundation plan scale = 1/4:12 STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL HOOD/HOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MT512 WITH 14-10dx1 1/2"FA5TENER5 - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16 -10d x 1 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. Permit Set DESIGN STATEMENT This structure has been designed to comply with FLORIDA BUILDING CODE loth EDITION (2017) The Design Parameters are: Vult 140mph Vasd 108mph 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 20 Components 4 Cladding -SEE TABLE ON AD NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED William F. Stuhrke PhD, P.E. 12215 Rebeccas Run Dr. WINTER GARDEN, FL 32787 PE #221501 7/, P.A15ED SEAL AND SIGNED BLUE / �.. DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER William F. Stuhrke PhD, P.E. State of FL PE#22150 12215 Rebeccas Run Dr. winter garden, fl 32787 Phone: 407-920-3119 contact: Bill Stuhrke PERMIT SET 7-18.18 SHEET TITLE SHEET Foundation/ Roof Plan A2.0 4" CONC. W/ 6X6 10/10 W.W.M. FOOTER PIPE ADD (1) #5 25" LAP THRU FOOTER PIPE THRU MONO FTG. DETAIL --(1) RT -18 OR EQUIV. l/ W/ (4) TAPCONS 1 /4" X 2" LINTEL CORRECTION FOR MISSED LINTEL STRAP DETAIL EXIST. ROOF SYSTEM AND ROOF STRAPPING��'� IDRILL 6" INTO EXIST. LINTEL, EPDXY & DRIVE #5 & BEND VERT., 25" LAP REQ'D. SPLIT FACE OF BLOCK PROP. FILLED CELL LOC- ATION. (TYP.) ALTERNATE LOCATION 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 1S 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 = WI /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") 8' CMU WALL 5/8' THICK CEMENT PLASTER STUCCO PRE -CAST CONC. UNTEL 4 O P.T. 2X8 WOOD JAMB ANCHOR ' TO BLOCK W/ r? x 8- LG. A.B. O TOP, BOTT., O 24. O.C. 0 CORNER BEAD CORROSION RESISTANT TOOLED DRIP EDGE .-..'......_...�._..........�_ P.T. 1x2 TRIM -. VINYL MOLDING W/ INTEGRAL GASKET STUCCO FINISH BEYOND SECTIONAL GARAGE DOOR TRACK SECTIONAL GARAGE DOOR — SECTIONAL GARAGE DOOR TRACK P.T. 1x2 TRIM P.T. 2x8 WOOD JAMB ANCHOR TO BLOCK W/ T'? x 8' LG. A.B. O TOP, BO O 24' D.C. /3 VERT. GROUTED CMU CELLS PER PLAN 5/8' THICK CEMENT PLASTER STUCCO CORNER BEAD CORROSION RESISTANT "J' SCREED VINIC MOLDING W/ INTEGRAL GASKET ����Q� JAM V GARAGE FLOOR SLAB DOOR BEYON SECTIC DDDR GASKE JINT' DRIVEI SEMPIE I O STUCC BEYON HURRICANE TIE INTERCHANGABILITY SCHEDULE Bedroom 3 MAIN HOUSE BRAN Q EL FASTENERS# UPLIFT COMPLIANCE SIMPSON MTS12 (14) 1 O 1000 413 (NER) SIMPSON MEfA16 (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) 1 O 755 443 (NER) SIMPSON SP1 (6) 10d, (4) 10d 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 (ICBG) 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) NOTE; TAIL VALUES: _Q 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 ALL JOIST HANGER (UNO) )E NAIL SHEAR031VALUE (lbs.) .131Nx 31LE 1/4"IEPASELODE GUN NAIL TO FASTENFOR 4) USE (3)S26 16d(OR ORI( JONS ACK ACK 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 Q 12" O.C. ><ADD 2X4 FULL HGT. TRUSS WEB 24" O.C. 5'-0" TO 10'-0" HGT. MODIFICATION OF GABLE END TRUSS WEBS 75 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. MICRO/ HOODI V1 REF. I • AN E \ sc m. kit. elev. -TAB ARCHITECTURAL SHINGLES ON 30# sca 1/4"=12 FELT VAPOR BARRIER ON 1/2" PLYWOOD OVER WOOD TRUSSES @ 24" D.C. SEE PLAN 12 HETAI6 HURRICANE (TYP.) SE CONNECTOR PER PLA R-30 INSULATION (MINIMUM) ENGINEER \ _ - SEE ELEVATION 5/8" GYP. BOARD AT CEILING 8X8XI(o C.M.U. KNOCK -OUT BLOCK METAL DRIP OVER REINF. W/145 CONT. ALUM. FASCIA _ _ _ _ SEE ELEVATION h ALUMINUM CONTINUOUS -.. VENTED SOFFIT (SOLID P.C. LINTEL W/ I # 5 SOFFIT @ AREAS TO BE I INDICATES #5 ROD DOWELS VERT. SPRAY FOAM INSULATION) IN BLOCK CELLS CONTINUOUS BED JOINTS STRUCK WITH FROM FOOTING REINFORCEMENT 'V' GROOVE AT 16" O.C. TO CONC. BOND BEAM ABOVE. FILL CELLS WITH CONCRETE. (SEE I" X 3" P.T. WINDOW/DOOR BUCK STRUCTURAL DWGS.) NC14ORED TO BLOCK W/ 1-3/8" 8" U -SHAPED PRECAST LINTEL OVER -NAILS @ 0' O.C. OR 2"X P.T. I ALL OPENINGS W/ (1) # 5 IN EACH. WINDOW/DOOR BUCK ANCHORED (, TO BLOCK W/ 3/16" DIA. X 31, WINDOW UNIT TAP CON SCREWS @ 12" O.C. PRECAST SILL BY — 1 8"X8"XI6" CONCRETE BLOCK WALL PRECAST MFG. , I W/ DUR-O-WAL VERTICAL RE- INFORCEMENT EVERY 32" O.C. R 4.1 INSULATION @ BLOCK WALLS CL Ll. 1/2" DRYWALL OVER IX FURRING z u STRIPS OVER 8" CMU. PAINTED CMU a ca I_ ' WOOD BASE GRADE ' I I 01_08 FIN. SLR. h T,� 111 `"III I rT- i 4 = t � 4 -11 CONCRETE SLAB W/ 6"X6PLAN- _-1 �EE 10/10 W.W.M. (W/ FIBERMES _- i -f Il; -.I I. I :� � =� �=� OPTION ON 6 MIL VAPOR DETAIL - 1w 11 I I I ... I 11- .�,. : • =�=�= BARRIER OVER WELL - '4 COMPACTED TERMITE TREA' 11.E 111 1T1 1 II_Tj, FILL. -:T� i �1Tf TI Il 1111 I r I I I 1 i i.l_TI I.I_ 1 1 0 N Iq'-411 AREA TABULATIONS Bedroom 3 MAIN HOUSE with FLORIDA BUILDING CODE 6th EDITION FIRST FLOOR - A C 1495 S.F. TOTAL SQ. FT. - A/C 1495 S.F. FRONT PORCH 62 S.F. GARAGE 460 S.F. TOTAL SQ. FT. 522 S.F. GRAND TOTAL 50 FT. 2017 S.F. iving Z POLIS 03-28-17 7-1--- 121-8" 201-811 101-411 k 101-411 F +21.6PSF ----I---------- \ I I IP2� - 51-111 Garage )NCL 31-1111 10'-43y4u N 042' nu. 12'-0" =I LAV. (014N 11 DRY 51_�V2I1 WASH CLPOLISHED CONC. aun ry a 0 '-011 CEI POLISHED 8' C NC. TOWEL -0" CEILING Master Bed 1 co Co I n m `4 VAULTED CLG. Bath Bedroom 2 i N I POLISHED CONC. 2 POLISHED CONC. I �' T 8'-011 CEILING 81-01' CEILING N o LAV. `" 1 611 u 11 10'-4" - +2 .5PSF N 3 42 c .6PSF � - 31-8° 21_41 4'-411 - 2X8 MIRRO _ � --- -- O O ---- CN _ BARN DOOR 3WO l� �' RANGE REF. Kitchen POLISHED CONC. iWIC iN VAULTED CEILING 1 U)1 II `'�1-011 N i _ L --------J - N SINK DIN Lc' _ 1------- IR 15 LO I\ /� IR 15 u --------------- =_� - o 3'-8" 6'-01 2'-41 31- 2 -------------------- Co _ I 1 �9 - 14" OVERHANG v Dining �POL SHED 61C. [+22.8135F I VA JILTED CLG. -28.7 5F I � I m LID I +22.8PSF -28.7PSF I O SS Front Porch VAULTED CLG. =i N I— ---------- N --- ----5 q 51-2" 51-2" 71, 10'-411 - -- - �. ;- ECTION S 1_15:3/4' a 11-01 Garage Door Details SCALE: 1 I/2"=1'-01 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. )7-1 Li Bedroom 3 This structure has been designed to comply with FLORIDA BUILDING CODE 6th EDITION POLISHED CONC. I �, (2017) V-0" CEILING Vult 140mph +2 .5PSF Vasd 108mph -27.6PSF Risk Category II LU Exposure C iving Z POLIS u� Floor Live Load (psf) EDC C. Uninhabitable attics without storage 10 VAULTED CI -G. I Habitable attics and sleeping areas w 2 30688P All other areas 40 z _ 10 LU I LO ------------------------ --------------------------- IR IR / 15 — — — — — — — — — — — — — — — — ------ I I m +24.3PSF_ -26.3PSF _ Z�_�---------- - o I o _Q I 3068 +25.5PSF _ g -27.(OPSF - 3 I (3).2 -0 x -0 FX J - - - - - - - - - - ----- - SEE E A -TION- - 614 floor plan sca e -/4:12 10-2" 191-411 101-41 401-0'1 STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MT512 WITN14-10dxlWITH I4-10dxl 1/21/21�A5TENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16- l0dxl 1/2"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 CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. Per it 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 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 IN NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED William F. 5tuhrke PhD, P.E. 12215 RebeCGa5 Run Dr. WINTER GARDEN, FL 32787 PE #2215a - / DATE 10'9 VALID WITHOUT RAISED SEAL AND SIGNED BL E :, Il 11 DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER William F. Stuhrke PhD, P.E. State of FL PE#22150 12215 Rebeccas Run Dr. winter garden, fl 32787 Phone: 407-920-3119 contact: Bill Stuhrke PERMIT SET 7-18-18 BP COMMENTS 10-1-18 SHEET TnlE SHEET Floor Plan A2.1 U r -1 ./f nn,n It THIS LAYOUT SUPERCEDES ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR THIS PROJECT. (REL: 7/17/18) © 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. SHIINVLL LUAUIINv 140 m.p.h. WIND 12 EXPOSURE C 3� b 7-12/16" HEEL BRG. 3 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 TRUSKS-TRUSSFS ACCU-SPAM TRUSS CO. 407-321-1440 / 386-872-5098 / 352-557.4991 L_ONGWOOD / ORMOND BEACH / MASCOTTE CUSTOMER MILLER CONSTRUCTION JOB NAME CASCADIA LOT/B LK/SU BDI V 411 19th St SCALE DATE DRAWN BY JOB NUMBER 7/17/201 EJ C B 21219 STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL HOOD/WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MT512 WITH 14-10dx1 1/2"FA5TENER5 - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dx 1 I /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 ATTORNEYS 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 CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. 0 ■: Acm -I DESIGN STATEMENT (T�histructure has been designed to complyLORIDA BUILDING CODE 6th EDITION (2017) The Design Parameters are: Vult 140mph Vasd I08mph 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 4 Cladding -SEE TABLE ON INDFO NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED William F. Stuhrke PhD, P.E. 12215 Rebeccas Run Dr. WINTER GARDEN, FL 32787 PE #2215 VALID WITHOUT RAISED SEAL AND SIGNED BLU �:.....::::::::::::::.; , DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER William F. Stuhrke PhD, P.E. State of FL PE#22150 12215 Rebeccas Run Dr. winter garden, fl 32787 Phone: 407-920-3119 contact: Bill Stuhrke PERMIT SET 7-18-18 BP COMMENTS 10-1-18 SHEET TITLE SHEET Truss Plan A2.2 8' -0" BRIG. NGT, 0-8" HD. HGT. 0'-0" FIN. FLR MAkin =1kiicu c.rti ....1 1V I &_.. 1 J—L SMOOTH, 'V' GROOVE @ EVERY OTHER BED JOINT (TYP. ) 12 rear elevation scale: 1/4"=12" MICRO Dining en edroom 3 ' POLISHED ONC. REF' POLISHED CONC. P O ECEILING CONIC. CLG. II , SINGLE PLY ROOF ROOF OVF" III 1-_ T ''�"'''"''" —1'_ 1IV 1 L. — 1 1—L SMOOTH, 'V' GROOVE @ EVERY OTHER BED JOINT (TYP. ) left elevation scale: 1/4"=12" :G. NGT. ID._HGT. IN. FLR. STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MT512 WITH 14-IOdxl I "FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dxl 1/2"FASTENER5 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. SAND FINISH STUCC( J" ON PAPEF BACKED MTL. LATH] ON BUILDING WRAF OVER J" OSE —1 1 F—V_, 1 L—V SMOOTH, 'V' GROOVE @ EVERY OTHER BED right elevation JOINT (TYP.) scale: 1/4"=12" front elevation -411 building section scale: 1/4"=12"I 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. LY Permit Set rT�hisstructure ESIGN STATEMENT has been designedto complyA BUILDING CODE 6th EDITION (2017) The Design Parameters BUILDING! Vult 140mph Vasd I08mph CMU FLOATED Risk Category II SMOOTH 'V' Exposure C GCpl +/- 0.18 GROOVE @ Floor Live Load (psf) EVERY OTHER Uninhabitable attics without storage 10 BED JOINT Uninhabitable attics w/ limited storage 20 (TYP.) Habitable attics and sleeping areas 30 All other areas 40 Roof Live Load Components 4 Cladding -SEE TABLE ON I DEX NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED William F. Stuhrke PhD, P.E. 12215 Rebeccas Run Dr, WINTER GARDEN, FL 32787 PE #2215 10 ALID TW, RAISED SEAT. AND SIGNED BLUE I // DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER William F. Stuhrke PhD, P.E. State of FL PE#22150 12215 Rebeccas Run Dr. winter garden, fl 32787 Phone: 407-920-3119 contact: Bill Stuhrke PERMIT SET 7-18-18 SHEET TITLE SHEET Elevations A4.1 SAND FINISH STUCCO ON PAPER BACKED MTL. LATHE ON BUILDING WRAP OVER J" OSB. 8'-0" BRIG. NGT_ 6'-8" HD. NGT. _ STUCCO FINISH OVER BLOCK WALL 0'-0" FIN. FLR. ....1 1V I &_.. 1 J—L SMOOTH, 'V' GROOVE @ EVERY OTHER BED JOINT (TYP. ) 12 rear elevation scale: 1/4"=12" MICRO Dining en edroom 3 ' POLISHED ONC. REF' POLISHED CONC. P O ECEILING CONIC. CLG. II , SINGLE PLY ROOF ROOF OVF" III 1-_ T ''�"'''"''" —1'_ 1IV 1 L. — 1 1—L SMOOTH, 'V' GROOVE @ EVERY OTHER BED JOINT (TYP. ) left elevation scale: 1/4"=12" :G. NGT. ID._HGT. IN. FLR. STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MT512 WITH 14-IOdxl I "FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dxl 1/2"FASTENER5 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. SAND FINISH STUCC( J" ON PAPEF BACKED MTL. LATH] ON BUILDING WRAF OVER J" OSE —1 1 F—V_, 1 L—V SMOOTH, 'V' GROOVE @ EVERY OTHER BED right elevation JOINT (TYP.) scale: 1/4"=12" front elevation -411 building section scale: 1/4"=12"I 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. LY Permit Set rT�hisstructure ESIGN STATEMENT has been designedto complyA BUILDING CODE 6th EDITION (2017) The Design Parameters BUILDING! Vult 140mph Vasd I08mph CMU FLOATED Risk Category II SMOOTH 'V' Exposure C GCpl +/- 0.18 GROOVE @ Floor Live Load (psf) EVERY OTHER Uninhabitable attics without storage 10 BED JOINT Uninhabitable attics w/ limited storage 20 (TYP.) Habitable attics and sleeping areas 30 All other areas 40 Roof Live Load Components 4 Cladding -SEE TABLE ON I DEX NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED William F. Stuhrke PhD, P.E. 12215 Rebeccas Run Dr, WINTER GARDEN, FL 32787 PE #2215 10 ALID TW, RAISED SEAT. AND SIGNED BLUE I // DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER William F. Stuhrke PhD, P.E. State of FL PE#22150 12215 Rebeccas Run Dr. winter garden, fl 32787 Phone: 407-920-3119 contact: Bill Stuhrke PERMIT SET 7-18-18 SHEET TITLE SHEET Elevations A4.1 ENERAL NOTES 2500 P51 CONG. FILL 1) CODES: (CONCRETE PLACED IN FIELD) 1.1 FLORIDA BUILDING CODE 2) CONCRETE: 5 STD 180' HOOK @ EACH END OF 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: X161 16 STIRRUP W/2 1/2" LEG EXTENSION 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI �i PAST BEND. (TYP) 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - S PSI 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500PS i 2.2 REINFORCING BARS: ° I� .: I 7/32" STIRRUPS AT 4'-0" c -c 2,2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A6I5 (GRADE 60). cp `r 1 j (TIED OR WELDED) 2.2.2• STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) A5TM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE F ---- 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 1» 41"3) 3) MASONRY: MIN. MIN. 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 61" 3.2 MINIMUM MASONRY UNIT STRENGTH: f'm 1250 PSI. NOTES: 3.3 MORTAR SHALL BE TYPE 5. 1. 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" TYPICAL LINTEL SECTION (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FBC PRECAST CONCRETE NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN 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. 8 INCH LINTEL SCHEDULE MARK PRE -CAST UPLIFT LATERAL LENGTH TYPE 8F8 -1T 8F12 -1T 8F16 -1T 8F20 -1T 8F24 -1T 8F28 -1T 8F32 -1T 8U8 8F8 8F8 -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 O 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 O 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 15264 6110 pO 4-6" (54) PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 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 [� 5'-10" (70-) PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 -1315 1875 2441 3010 3583 4157. O 6'-6" (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 ,887 1141 1182 1684 2192 2703 3216 3732 G) 7'-6" (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 I O ' " 9 -4 (l 12") PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 OJ 10'-6" (126") 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 1896 2198 L O 12'-0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 O (1'-4" PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 N O 14'-0" (l 68") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 0 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 Q O 17'-4" (208') PRESTRESSED 188 236 361 464 567 670 774 NR 255 188 276 449 649 874 1121 1389 OR 19'-4" (232") PRESTRESSED 165 207 313 401 490 578 667 NR 204 165 239 383 550 736 940 1160 21'-4" (256") PRESTRESSED 145 186 278 356 433 512 590 NR 172 142 212 336 477 635 807 993 * REDUCE VALUE BY 25% FOR FOR GRADE 40 FIELD REBAR. - ALL LINTELS TO ARE BE 8F16-1T/1B ELECTRICAL LOAD CALCULATIONS (BASED ON N.E.C. ARTICLE 220-30 NEC) UNIT SQUARE FOOTAGE EQUIPMENT SERVED LOAD IN WATTS GENERAL LIGHTING 2.016 SQ. FT. ® 3 WATTS PER SQ. FT .................. 6,048 COOKTOP.................................................. 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 FIRST 10,000 WATTS ® 100% ......... .... ......... 10,000 REMAINDER OF WATTS ® 40% 9,155 (1) H.V.A.C. LOAD ® 100% .............................. 6,000 ELECTRIC HEAT ® 100% . .......... ... ......... 10,000 TOTAL UNIT (WATTS) ........................ 35,155 35.155 LOAD = 146.48 AMPS 240 VOLTS THIS UNIT WILL REQUIRE A 150* AMP SERVICE. 2' 3-410 ALUM. 150 AMP DISC. W/ 01 MAIN METER #4 CH. SERVICE BY POWE RISER DIAGRAM FOR 150 AMP SERVICE R CO. --------- (H-) ------- © 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. ■ I I e I I I ■ I I I ELEC{(TRIC METER ------------ electrical ----------- electrical plan scale = 1/4:12 ELECTRICAL KEY (N0TE_ELEC5YM3 F& SINGLE POLE OUTLET 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �Wp WEATHERPROOF DUPLEX OUTLET IQGFI CIRCUIT -INTERRUPTER DUPLEX 0 220 VOLT OUTLET TLEi - UNLE55 OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE 51MP50N STRONG -TIE M1512 WITH 14-I0dxl l/2'FA5TENER5 - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16 - I Odx l 1 /2"FASTEN ERS ltQ HALF -SWITCHED DUPLEX OUTLET 0 SPECIAL PURPOSE OUTLET/JUNCTION BOX :a DUPLEX OUTLET IN FLOOR - 22oV 220 VOLT OUTLET SE CO to OVERHEAD DUPLEX TH WALL SWITCH CO SI �-3 THREE-WAY SWITCH IN l'-4 FOUR-WAY SWITCH WA M MOTION SENSOR SWITCH AG CO �DM DIMMER SWITCH QQ REINFORCED JUNCTION BOX - IN -�- CEILING MOUNTED INCANDESCENT TH LIGHT FIXTURE AG - LIGHT FIXTURE WIRED TO GENERATOR AG DA WALL MOUNTED INCANDESCENT A LO LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE TH ER (} RECESSED ADJUSTABLE EYEBALL DA INCANDESCENT LIGHT FIXTURE J01 INCANDESCENT LIGHT FIXTURE AN EA PC WITH PULL CHAIN EXIT LIGHT EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE UNDER COUNTER LIGHTING - LED •• LED STRIP LIGHTING AT TOE KICK - SWITCH AT ADJACENT MOTION SENSOR TRACK LIGHT ® EXHAUST FAN (VENT TO EXTERIOR) -` EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) ® CHIMES 0 INTERCOM ❑A AUDIO SWITCH ® CENTRAL VACCUM SYSTEM - IIOv FEED �PB PUSHBUTTON SWITCH ® SMOKE DETECTOR N� HEAT DETECTOR ® iGA2DR �s SPEAKER ss SPEAKERS FOR SURROUND SOUND b TELEPHONE N COMPUTER (CAT -6) ED TELEVISION - 0 S GAS CONNECTION ELECTRIC METER r� ELECTRIC PANEL CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL NOTES: I. PROVIDE 4 INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQ'D BY NAT'L FIRE PROTECTION ASS. (NFPA) t MEETING THE REQUIREMENTS OF ALL GOVERNING CODES 2. PROVIDE E INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) t TAMPER 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. 4 MECH. EQUPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATER ARE SUBJECT TO R FI TIO S. 6. ELEC. CONTRACTOR TO INSTALL ARG FAULT AND TAMPER PROOF RECEPTACLES PER GENERAL NOTES THE STANDARD CARE FOR ALL PROFESSIONAL RVICES PERFORMED OR FUNRISHED BY NSULTANT UNDER THIS AGREEMENT WILL BE E SKILL AND CARE USED BY MEMBERS OF THE NSULTANTS PROFESSION PRACTICING UNDER Sim CIRCUMSTANCES AT THE SAME TIME AND THE SAME LOCALITY. CONSULTANT MAKES NO RRATIES, EXPRESSED OR IMPLIED, UNDER THIS REEMENT OR OTHERWISE IN CONNECTION WITH NSULTANTS SERVICES. CLIENT AND CONSULTANT EACH AGREE TO IND AND HOLD OTHER HARMLESS AND EIR RESPECTIVE OFFICERS AND EMPLOYEES, ENTS AND REPRESENTATIVES FROM AND AINST LIABILITIES FOR ALL CLAIMS LOSSES MAGES AND EXPENSES INCLUDING REASONABLE TTORNEY'S FEES TO THE EXTENT SUCH CLAIMS SSES DAMAGESOR EXPENSES ARE CAUSED BY E INDEMNIFYING PARTY'S NEGLIGENT ACTS OR RORS OR OMISSIONS. IN THE CLAIMS LOSSES MAGES OR EXPRESSES ARE CAUSED BY THE NT OR CONCURRENTNEGLIGENT OF THE CLIENT D CONSULTANTTHEY SHALL BE BORNE BY CH PARTY IN PROPORTION TO ITS NEGLIGENCE. 2008NEC 210.12(b) AND 406.11 Permit etIC . 5 C S OVE OUNTER ......48" TO CL WALL OUTLETS OVER COUNTER...48" TO CLCThisstructure ESIGN STATEMENT REMAINING SWITCHES ......... 48" TO GL WALL OUTLETS ...... . . 12" TO CL has been designed to complyBATH VANITY BRACKET OUTLET BUILDING CODE 6th EDITION(I" ABOVE TOP OF MIRROR). .80"TOGi!2(2017) WATER SOFTENER AND SUMP OUTLET$' TO CL arameters areTELEPHONE OUTLETS .........12" TO CL 140mph Vasd I08mph TELEVISION OUTLETS .........12" TO CL Risk Category 11 EXERIOR GFI OUTLETS .. . .. .12" TO CL Exposure C GARAGE GFI (ABOVE GARAGE FLOORO" TO CL GCpI +/- 0.16 BASEMENT WALL OUTLETS ...... 48" TO CIL Floor Live Load (psf) " Uninhabitable attics without storage 10 FRONT DOOR COACH LIGHT... .. .72 TO CL Uninhabitable attics w/ limited storage 20 GARAGE DOOR COACH LIGHT " Habitable attics and sleeping areas 30 (ABOVE GARAGE FLOORS . ...84 TO CIL All other areas 40 64" TO BTM Roof Live Load 10 DINING AND BREAKFAST FIXTURE. . OF FIXTURE Components 4 Cladding -SEE TABLE ON INDEX %, TO BTM FOYER AND STAIRWAY FIXTURE ... OF FIXTURE THERM05TAT............. 54" TO CL NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED DOORBELL CHICLES. .. . . .. .. . .84" TO CL William F. Stuhrke PhD, P.E. LEVEL W/ 12215 Rebeccas Run Dr. DOORBELL BUTTON .......... DR HANDLE WINTER GARDEN, FL 32787 KITCHEN HOOD FAN "WHIP." ...... 66" TO CL PE #2 KITCHEN WALL HUNG MICROWAVE .. OUTLET .. ............76" TO CL KITCHEN DISHWASHER RECEPTACLE. UNDER SINK /� KITCHEN RANGE .. . . . . . . . .24" TO CL DATE KITCHEN REFRIGERATOR ....... 48" TO CL NOT VALID WITHOUT RAISED SEAL MND 51GNED BLUE WASHER/DRYER OUTLET .......48" TO CL CL - CENTER LINE I - FIELD VERIFY 2 - MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" / \\ DESIGN / BUILD miller constuction services FL reg. CBC1251569. 8241 via bonita St. Sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER William F. Stuhrke PhD, P.E. State of FL PE#22150 12215 Rebeccas Run Dr. winter garden, fl 32787 Phone: 407-920-3119 contact: Bill Stuhrke PERMIT SET 7-18-I8 BP COMMENTS 10-1-18 r� SHEET TITLE SHEET E1 k�. 5 r� SHEET TITLE SHEET E1