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HomeMy WebLinkAbout419 W 19 St (A) 18-3197 New construction SFHABBREVIATIONS GENERAL NOTES CENTERLINE 1 HR. FIRE RATED WALL SYMBOLS USED AS ABBREVIATIONS CONCRETE BLOCK WALL REVIEWED FOR :::.a• ,. b..: ANGLE FN FENCE PLAS PLASTER ELEVATION KEY OR SECTION KEY SHEET NUMBER` CENTER LINE FBD FIBERBOARD INSULATING SHEATHING PLA PLASTIC ? COPYRIGHT FGL FIBERGLASS BATT INSULATION PLAM PLASTIC LAMINATE ? DEGREES FIN FINISHPL ED PLATE SHEET NUMBER DELTA FFE FINISH LOOR ELEVATION PG PLATE GLASS 9 DIAMETER FFL FINISHED FLOOR LINE PWD PLYWOOD FLOW LINE FA FIRE ALARM PT POINT GREATER THAN FE FIRE EXTINGUISHER PVC POLYVINYL CHLORIDE OR EQUAL TO FEC FIRE EXTINGUISHER CABINET PE PORCELAIN ENAMEL ? LESS THAN FHS FIRE HOSE STATION PCPL PORTLAND CEMENT PLASTER OR EQUAL TO FPL FIREPLACE PD POUND S)) € PLUS OR MINUS FP FIREPROOF PCF POUND§ ER CUBIC FOOT ? PROPERTY LINE FRT FIRE -RETARDANT PLF POUNDS PER LINEAR FOOT ? SQUARE FOOT FIXT FIXTURE PSF OUNDS PER SQUARE FOOT & AND LG FLASHING PSI POUNDS PER SQUARE INCH ® AT SPACING OF FLEXIBLE PCC PRECAST CONCRET # NUMBER PENNY FRX FG FLOAR, G6AG}S PFB PFN PREFABRICATE, (ED) PREFINISHED WIDTH X HEIGHT FD FLOOR DRAIN PRF PREFORMED W/ WITH FL FLOW LINE PREM PREMOULDED FLUORESCENT PL PROPERTY LINE ABBREVIATIONS F�TR FTG FOOTING QT QUARRY TILE AB ANCHOR BOLT FND FR FOUNDAT ON (ING) FRAME �j RAD RADIUS ABV AFF ABOVE ABOVE FINISHED FLOOR FS FUR , FULL SSI FURRED, E(ING) RFT RL RAFTEg RAIL (INGj ACC ACFL ACCESS ACCESS FLOOR FUT FUTURE REC RECMS ,S D AP AC ACCESS PANEL ACOUSTICAL GA GAGE GAUGE REF RFL REFER ( NC REFLEOT (ED , (IVE), (OR) ACPL ACOUSTICAL PLASTER GV GA GASKETIZ REGR REGRSTERAII0 ACR ACRYLIC PLASTIC GC ED)) GENERAL 0 TRACT, (OR) REIN REINFORCE (EDIl.. (ING ADH ADHESIVE GL GLASS, GLAZING RECP REINFORCEb CO(�C ET PIPE ADJ ADJACENT GLB GCMU GLASS BLOCK GLAZED CONCRETE MASONRY REM UNITS 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 GRANITE RVS REVERSE �$$IDQ ANC ANCHOR ANCHORAGE GRT GRATE (ING) REV REVISE4'(�Z, R VISE, (ED) ANOD ANODIZeD GVL GRAVEL RH RIGHT 1'1AN ARCH ARCHITECT, ARCHITECTURAL GRHS GT GREENHOUSE GROUT ROW R RIGHT OF WAY RISER ADAREA ASPH DRAIN ASPHALT GRD GUARD RVT RIVET AT ASPHALT TILE GUT GUTTER R&S ROD AND SHELF AUTO AUTOMATIC GPDW GYPSUM DRY WALL RD ROOF DRAIN AWN AWNING GPPL GYPSUM PLASTER RFG ROOFINGATCH BLMT BASEMINE GPT GPW GYPSUM TILE GYPSUM WALLBOARD RM RO ROOM ROUGH OPENING BM RCP ROUND CONCRETE PIPE BEARING HC HANDICAP ROK ROWLOCK BPL BEARING PLATE HIRE HANDRAIL RB RUBBER BASE BEL BELOW HBD HARDBOARD RBT RUBBER TILE BM BENCH MARK HDW HARDWARE RBL RUBBLE STONE BET BETWEEN HWD HDR HARDWOOD HEADER SFGL SAFETY GLASS BVLBEVELED BEY BEYOND HTG HEATING SCH SCHEDULE BLK BLOCK HVAC HEAT4VE%AIR CONDITION SCN SCREEN BLKG BLOCKING HD HEA vv�Y DUITYY SCUP SCUPPER HT HEIGHT SNT SEALANT BS BOTH SIDES HPT HIGH POINT STG SEATING HCR HOLLOW CORE SEC SECTION BOT BOTTOMER HOR HORIZONTAL SVYD SERVICE YARD BRKT BRACKET HB HOSE BIBB SSK SHTH SERVICEINK SHEATH, (ING) BRS BRASS INCAN INCANDESCENT SHT SHEET BRZ BLDG BRONZE BUILDING INCIN INCL INCINERAT R INCLUDE �ED) (ING) SG SH SHEET GLASS SHELF SHVING BUR BUILT UP ROOFING ID INSIDE AIA ETR SHNG SHINGLE, S BRGL BULLET RESISTANT GLASS INS INSC INSULATE ED, (ING INSULATIfSG CUUNC�KET SHU SIDG SHUTTER, SIDING CAB CABINET IGL INSULATING GLASS SIM SIMILAR CAN CANVAS INT INTERIOR SKL SKYLIGHT CPT CARPET INTM INTERMEDIATE SL SLEEVE CSMT CASEMENT INV INVERT SLO SLOPE CST CAST STONE JC JANITOR'S CLOSET SOL SC SOLDIER SOLID CORE CB CATCH BASIN JT JOINT SP SOUNDPROOF CLG CEILING JF J JOINT FILLER JOIST S SPC SOUTH SPACE R) CHT CEM CEILING HEIGHT CEMENT SGL SPAND� L GLASS CM CENTIMETER (S) KPL KICKPLATE SPK SPEAKER CERCERAMIC KIT KITCHEN SPL SPECIAL CT CERAMIC TILE KO KNOCKOUT SPEC SPECIFICATION CHBD CHALKBOARD LBB LABEL SPH SQ SPLASH SQUARE CHAM CHIM CHAMFER CHIMNEY LAB LABORATORY SST STAINLESS STEEL CR CHROMIUM LAD LADDER STGL STAINED GLASS CICCIRC CIRCUMFERENCE LB LAM LAG BOLT LAMINATE (ED) STD STA STANDARD STATION CLR CLEAR, CLEARANCE LGL LAMINATEb GLAASS ST STEEL CLS CLOSURE LAV LAVATORY STO STORAGE CGL COATED GLASS LO LH LAYOUT LEFT HAND SF SD STOREFRONT STORM DRAIN COL COMB COLUMN COMBINATION STIR STRUCTURAL COM COMMON L LENGTH SCT STRUCTURAL CLAY TILE COMPT COMPARTMENT LW LIGHTWEIGHT SFLR STUCCO COMPO COMPOSITIO C MPO ITE LMS LIMESTONE SUS SUSPENDED COMP CONC COMPRESS,�Eb),ION' CONCRETE IBLE) LTL LL LINTEL LIVE LOAD SYD SYM SIDE YARD SYMMETRY, ETRICAL ( ) CMU CONN CONCRETE CONNECTION MASONRY UNIT LOC LOCATE SYN SYNTHETIC CONST CONSTRUCTION LLD LVR LOOSE LAID LOUVER SYS SYSTEM CONT CONTR CONTINUE CONTRACT', CONTINUOUS CONTRACTOR LPT LOW POINT TKBD TACKBOARD CJT CPRCOPPER CONT OL JOINT MB MACHINE BOLT TEL TV TELEPHONE TELEVISION CG CORNER GUARD MH MFR MANHOLE MANUFACTURE, TG TZ TEMPERED GLASS TERRAZ0 CORR CTR CORRUGATED COUNTER MRB MARBLE MASONRY THK THR THICK NESS) CS COUNTERSINK MAS MTL MATERIAL TBRL THRESH LD TO BE RELOCATED CRS CFT COURSE CUBIC FEET MAX MAXIMUM TOBR TO BE REMOVED CYD CUBIC YARD MECH MECHANICAL) TPD TOILET PAPER DISPENSER MC MEDICINE � BINET TPTN TOILET PARTITION DPR DAMPER MED MEDIUM TOL TOLERANCE PROOFING MDO MEDIUM DENSITY OVERLAY T&G TONGUE AND GROOVE DL DEAD MBR MEMBER TSL TOP OF CONCRETE SLAB DEM DEMOLISH DEMOLITION MMB MEMBRANE TC TOP OF CURB DMT DTL DEMOUNTABLE DETAIL MET M METAL METER, (S) TJ TP TOP TOP OF JOIST OF PLATE DIAG DIAGONAL MW MICRO WAAVVE TST TOP OF STEEL DIA DIAMETER MM MILLIMETER, (S) TSF TOP OF SUBFLOOR CIM DIMENSION MIN MINIMUM TW TOP OF WALL SDP DISPENSER MIR MGL MIRROR MIRROR GLASS FRAMED TPG TOR TOPPING TO REMAIN DIV DIVISION M►SC MISCELLANEOUSTB TOWEL BAR DTA DOVVETAIL ANCHOR MO MASONRY OPENING TR TRANSOM DNS DOWN AIL ANCHOR SLOT MLD MR MOLDING MOULDING MOP RECP 0 T TRNB TREAD TURNBUCKLE DS DOWNSPOUT MT MOUNT ED), ING) TYP TYPICAL DT DWR DRAIN TILE DRAWER MOV MULL MOVABL MULLION UC UNDERCUT DWG DF DRAWING DRINKING FOUNTAIN NL NAILABLE UNF UNO UNFINISHED UNLESS NOTED OTHERWISE DW DISHWASHER NAT NATURAL UR URINAL DBW DUMBWAITER NI NICKEL UTL UTILITY NR NOISE REDUCTION NOM NOMINAL Vi V -JOINT EF EACH FACE N NORTH VB VAPOR BARRIER EW EACH WAY NIC NOT IN CONTRACT VAR VARNISH ESMNT EASEMENT NTS NOT TO SCALE VNR VENEER NO NUMBER VERT VERTICAL ELAS ELEC ELASTIC ELECTRIC, (AL) OC ON CENTER, (S) VG VIN VERTICAL GRAIN VINYL EP ELECTRICAL PAANELBOARD OP OPG OPAQUE OPENING VB VCT VINYL BASE VINYL COMPOSITION TILE EWC EL ELECTRIC ITIER COOLER ELEVATIONVERTICAL HEIGHT OPH OPPOSITE HAND VF VINYL FABRIC ELE ELEVATIONVEW) 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 EQ EQUIPMENT PNT PAINT, ( WSCT WH WAINSCOT WALL HUNG ESC ESCALATOR PNL N� PANEL, IN ) WC WATER CLOSET EST ESTIMATE PB PANIC B5 SHTR WATER HEATER EXH 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 FABRIC EXP EXPOSED PBD PARTICLE BOARD W WEST EXT FOC EXTERIOR FACE OF CONCRETE PTN PV PARTITIqq PAVE I D� (ING) ' WHS WID WHEEL STOP WIDTH WIDE PVMT PAVEk N WIN WINDOW FOF FOM FACE OF FINISH FACE OF MASONRY PERF PERFORATE, (ED) WG WIRED GLASS FOS FACE OF STUDS PER PTR ERIMETER 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 THE ACCURACY OF THE FINDINGS OR FOR THE FINAL RECOMMENDATIONS. GRADING, TRENCHING, ETC., CONTACT OWNER FOR INSTRUCTIONS PROPER TO THE CONTINUATION OF WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION CONSTRUCTION. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 17. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. 18. GENERAL CONTRACTOR TO REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS. ALL ITEMS NOT MARKED AS "OWNER SUPPLIED" ARE TO BE SUPPLIED BY THE GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. 19. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, SOUND EQUIPMENT, PLUMBING VALVES, AND ROOF TOP EQUIPMENT. PLASTIC PHENOLIC ENGRAVED PLAT SCREWED ON. 20. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT AND OWNER ANY SUCH DISCREPANCIES PRIOR TO COMMENCING WORK. 21. ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS OF LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION. 22. THE ARCHITECT AND/OR OWNER WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE OWNER AND/OR ARCHITECTS 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 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. ® CONCRETE BLOCK © copyright 2018, zachary GENERAL NOTES CENTERLINE 1 HR. FIRE RATED WALL AND GENERAL NOTES SITE PLAN CONCRETE BLOCK WALL REVIEWED FOR :::.a• ,. b..: EARTH A2.0 _ FOUNDATION / ROOF PLAN PLYWOOD PLAW ELEVATION KEY OR SECTION KEY SHEET NUMBER` ^` I. SAND OR GRAVEL FILL ® INSULATING SHEATHING A2.2 TRUSS LAYOUT SANFORD BUI[-Dl!!G DIVISION A PERMIT ISSUED SHALL BE WOOD STUD PARTITION BATT INSULATION E WORK AND NOT AS DETAIL NUMBER OR SECTION KEY GAS LINE STUB ® STEEL O LAVATORY � OF THE TECHNICAL d SHEET NUMBER ® 3-2X4 WOOD POST OR 2-2X6 UNLESS OTHERWISE NOTED -ERRORS IN PLANS, RIGID INSULATION CONSTRUCTION OR VIOLAT ONS OF THIS CODE PERPENDICULAR ® BRICK SHEET NUMBER R PLATE BLOCKING 01 WATER CLOSET ANGLE ® CONCRETE BLOCK © copyright 2018, zachary designer hereby expressly reserves his copright and other property rights in these plan these la��'gDa°�i�Iin s are ATX bJI�l I�'��°a, chan r co ied in whatsoever without first obtaining the express written permission and consent of zachary i y y wl u IMORA 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. r . 0Ti11FTiTi[01 t,a d e. e,'. .a' a '^ a•. ...a •43 �' 'a, a'. n n, o. - .. j, '� '.3 $.& Cap LB 7623" ^LO Crushed Asphalt 4 ' 1 RECORD COPY LEGAL DESCRIPTION LOT 107 + W 5 FT OF LOT 108 SANFORD HEIGHTS PB 2 PG 63 PARCEL ID 36- I q-30-506-0000-1070 IMPORTANT NOTE: THIS PROPOSED SITE PLAN IS NOT AN ACTUAL SURVEY OF SAID PROPERTY. MILLER CONSTRUCTION SERVICES ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SAID INFORMATION. THE OWNER AND/OR PROFESSIONAL LAND SURVEYOR SHALL VERIFY SITE DIMENSIONS AND CONDITIONS, PLACEMENT OF THE STRUCTURE, AND ANY OTHER RESTRICTIONS OR LIMITATIONS BEFORE CONSTRUCTION BEGINS. SCALE: 1"=151-011 SHEET INDEX CENTERLINE 1 HR. FIRE RATED WALL AND GENERAL NOTES SITE PLAN CONCRETE BLOCK WALL REVIEWED FOR :::.a• ,. b..: CONCRETE A2.0 _ FOUNDATION / ROOF PLAN TUB/SHOWER PLAW HB HOSE BIBB (FREEZE PROOF) A2.1 FLOOR PLAN f DETAILS TE `$ A2.2 TRUSS LAYOUT SANFORD BUI[-Dl!!G DIVISION A PERMIT ISSUED SHALL BE ONSTRUED TO BE A STONE E WORK AND NOT AS ED— GAS LINE STUB ® STEEL O LAVATORY � OF THE TECHNICAL d PENNY ® DIMENSIONAL LUMBER ❑ ❑ DOUBLE SINK -ERRORS IN PLANS, CONSTRUCTION OR VIOLAT ONS OF THIS CODE PERPENDICULAR SHEET NUMBER SHEET NUMBER R PLATE BLOCKING SINGLE SINK designer hereby expressly reserves his copright and other property rights in these plan these la��'gDa°�i�Iin s are ATX bJI�l I�'��°a, chan r co ied in whatsoever without first obtaining the express written permission and consent of zachary i y y wl u IMORA 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. r . 0Ti11FTiTi[01 t,a d e. e,'. .a' a '^ a•. ...a •43 �' 'a, a'. n n, o. - .. j, '� '.3 $.& Cap LB 7623" ^LO Crushed Asphalt 4 ' 1 RECORD COPY LEGAL DESCRIPTION LOT 107 + W 5 FT OF LOT 108 SANFORD HEIGHTS PB 2 PG 63 PARCEL ID 36- I q-30-506-0000-1070 IMPORTANT NOTE: THIS PROPOSED SITE PLAN IS NOT AN ACTUAL SURVEY OF SAID PROPERTY. MILLER CONSTRUCTION SERVICES ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SAID INFORMATION. THE OWNER AND/OR PROFESSIONAL LAND SURVEYOR SHALL VERIFY SITE DIMENSIONS AND CONDITIONS, PLACEMENT OF THE STRUCTURE, AND ANY OTHER RESTRICTIONS OR LIMITATIONS BEFORE CONSTRUCTION BEGINS. SCALE: 1"=151-011 SHEET INDEX index INDEX, ABBREVIATIONS, SYMBOLS, 1 HR. FIRE RATED WALL AND GENERAL NOTES SITE PLAN CONCRETE BLOCK WALL REVIEWED FOR :ADE COMPLIANCE A2.0 _ FOUNDATION / ROOF PLAN iF- PLAW EXAMINER A2.1 FLOOR PLAN f DETAILS TE `$ A2.2 TRUSS LAYOUT SANFORD BUI[-Dl!!G DIVISION A PERMIT ISSUED SHALL BE ONSTRUED TO BE A A4.1 ELEVATIONS LICENSE TO PROCEED WITH T E WORK AND NOT AS AUTHORITY TO VIOLATE, CAI CEL, ALTER OR SET VIEW ORIENTATION ASIDE ANY OF THE PROVISION � OF THE TECHNICAL E1 ELECTRICAL PLAN CODES, NOR SHALL ISSUANCE DTH BUILDING OFFICIAL F )F A PERMIT OM HE EAFTERVENT REQUIRING A CORRECTION C -ERRORS IN PLANS, CONSTRUCTION OR VIOLAT ONS OF THIS CODE SYMBOLS 1 HR. FIRE RATED WALL CONCRETE BLOCK WALL DETAIL NUMBER 2X FRAME WALL ROOM NAME ROOM TAG 2 X FRAME WALL X' -X 0" CLG SHEET NUMBER WITH INSULATION VIEW ORIENTATION VIEW ORIENTATION 2 X BEARING WALL DETAIL NUMBER W/ STUDS 0 16" O.C. BUILDING DETAIL NUMBER q. SECTION KEY SHEET NUMBER SHEET NUMBER 4DETAIL KEY �'! r/ >ic #18 3 19 7 1 �gF�']7v1tN�C t ATION KEY 4 SHEET TITLE SHEET INDEX "HCDPL" METAL HURRICANE CLPS AT 24" O.C. 5/8" CDX SHEATHING OR APPROVED EQUAL A (495# U.L. DESIGN) \11-2" x 4" OUTLOOK AT 24" O.C. CON \. FRAMED ROOF GABLE TRUSS WITH TRUSPES AT 24" O.C. DROPPED TOP CHORD THERMO-PLY IV STRUCTURAL GRADE (RED) SHEATHING, AS MANUF. BY "SIMPLEX" PRODU( 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 We 1/2" x 8" 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 0 4SLP—t211GABLE END DETAIL =1'-011 (FILE: DWG) WD. EXT. SHEATHING BUILDING WRAP ■ DRAINAGE PLANE i i 7 " NOMINAL - STUCCO THICKNESS PAPERBACK LATH i i MEMBRANE STRIP i COVERING WOOD FRAME/MASONRY I:' L• INTERSECTION ' — v'''' ■ UNDER WEEP • SCREED FLASHING WEEP SCREED FLASHING TUCKED UNDER BUILDING ° WRAP - --- —A— - - PAINTED BLOCK Stucco Flashing MI. KkLE: 11/2"=1'-0" GABLE _ 4" CONCRETE SLAB W/ 6"X6" WIA X WIA 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 2 # 5 BARS CONT. RAIN CUT AT GARAGE DOOR 3/4" = 1'-0" 4" CONCRETE SLAB W/ 6"X6" WIA X HI A WWF (OR FIBERME5H) OVER 6 MIL VAPOR > BARRIER ON CLEAN oU COMPACTED TERMITE TREATED FILL X.. e cA 8„ 1 #5 BAR CONT. MIN. 7 8" TURNED EDGE Iql-4i1 401-011 1 I I 4 I A2.0 I I I I I 1 = 1 w 1 r------------------------------------ 141-c!" ------------------------ --- - 14'-qu 3-1811 51_gn 3/4" = 1'-011 ■ 8" I 1 — # 5 DOWEL 7--Ar— EXTERIOR FINISH —� 8X8 X16 CONC. BLOCK " CONC. SLAB W/ 6X6 10/10 W.W.M. j 4 GRADE — — — �� —�` ■ co 74,:.^.:, a: d VARIES 1 O Z A 0 •. ° OMPACTED FILL MOISTURE BARRIER 3 # 5 BARS CONT. MIN. GARAGE EXTERIOR WALL ' 1 I 4 ' LOCK WALL - MONOLITHIC CONST. 3/4" = 1'-0" ■ an 1 # 5 DOWEL 8"X8"X16" CONC. BLOCK EXTERIOR FINISH /—" CONC. SLAB W16X6 10/10 W.W.M. ° •. \ GRADE ° . A , ....` -� mi ' ' COMPACTED FILL i ' • , 4, °' TERMITE TREATED I GABLE MOISTURE BARRIER 2 # 5 BARS CONT. 16" ■ oE..._ _............_.■ 1_._-.--..---_-I ... _..:.----_------- 1-- ---- .,1. TYPICAL EXTERIOR FOOTING ----------------------- ------- SINGLE STORY, BLOCK WALL GABLE MONOLITHIC FOUNDATION 5 ©copyright 2018, zachary miller roof plan 3/4" = 11-0" designer hereby expressly reserves his copright and other ,property rights in these plar59aletMd646$lans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express written permission and consent of zachary miller nor are they to assigned to any party without first obtaining said written permission and consent. 00 00 /X/ -------------------- 5 A2.0 +0'-0" FIN. FL. -1$ 4" CONC. SLAB W/ 6x6 WIA x WIA WWF (OR FIBERMESH) ON 6 MIL VAPOR BARRIER ON CLEAN WELL COMPACTED TERMITE TREATED FILL. -------------------------- -4" ---------------------. -■ 1 I -4" .�O. ■' 5 I A2.o 1 I STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MT512 WITH 14-10dxl 1/2"FA5TENER5 - UNLESS OTHERWISE NOTED, ALL MOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dx 1 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 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 20'-8" THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE 2 ATTORNEY'S FEES TO THE EXTENT SUCH CLAIMS A2.o 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 - J JOINT OR CON CURREN TNEGLIGEN T OF THE CLIENT -------------------- -----------------, AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. (P NOTES: 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. i 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 1 2 HEADER STUDS EACH SIDE) V-6" TO 6'-0" 5' ROOF EDGE 4'� 3 HEADER STUDS EACH SIDE 6'-0" TO 12'-0" 4 HEADER STUDS EACH SIDE 12'-0" TO 18'-0" O _________________O 2 HEADER STUDS REQ. 1) FULL LENGTH STUD pp i 0'/ Z4. 3 HEADER STUDS REQ. 2 FULL LENGTH STUDS I------------------� 4 HEADER STUDS REQ. 2� FULL LENGTH STUDS I OO RIDGE/OO 4. BEARING WALL NAIL PATTERN: i--�2----'- - 2 �� 1. PLYWOOD: (FIELD) USE 8D NAILS @ 12" O/C OO i OO P� _� W �`. OO 4' OR O.S.B. (EDGE) USE 8D NAILS @ 6" O/C -----, -� OO OO - - -- OO OO 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" O/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. GABLE _ 4" CONCRETE SLAB W/ 6"X6" WIA X WIA 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 2 # 5 BARS CONT. RAIN CUT AT GARAGE DOOR 3/4" = 1'-0" 4" CONCRETE SLAB W/ 6"X6" WIA X HI A WWF (OR FIBERME5H) OVER 6 MIL VAPOR > BARRIER ON CLEAN oU COMPACTED TERMITE TREATED FILL X.. e cA 8„ 1 #5 BAR CONT. MIN. 7 8" TURNED EDGE Iql-4i1 401-011 1 I I 4 I A2.0 I I I I I 1 = 1 w 1 r------------------------------------ 141-c!" ------------------------ --- - 14'-qu 3-1811 51_gn 3/4" = 1'-011 ■ 8" I 1 — # 5 DOWEL 7--Ar— EXTERIOR FINISH —� 8X8 X16 CONC. BLOCK " CONC. SLAB W/ 6X6 10/10 W.W.M. j 4 GRADE — — — �� —�` ■ co 74,:.^.:, a: d VARIES 1 O Z A 0 •. ° OMPACTED FILL MOISTURE BARRIER 3 # 5 BARS CONT. MIN. GARAGE EXTERIOR WALL ' 1 I 4 ' LOCK WALL - MONOLITHIC CONST. 3/4" = 1'-0" ■ an 1 # 5 DOWEL 8"X8"X16" CONC. BLOCK EXTERIOR FINISH /—" CONC. SLAB W16X6 10/10 W.W.M. ° •. \ GRADE ° . A , ....` -� mi ' ' COMPACTED FILL i ' • , 4, °' TERMITE TREATED I GABLE MOISTURE BARRIER 2 # 5 BARS CONT. 16" ■ oE..._ _............_.■ 1_._-.--..---_-I ... _..:.----_------- 1-- ---- .,1. TYPICAL EXTERIOR FOOTING ----------------------- ------- SINGLE STORY, BLOCK WALL GABLE MONOLITHIC FOUNDATION 5 ©copyright 2018, zachary miller roof plan 3/4" = 11-0" designer hereby expressly reserves his copright and other ,property rights in these plar59aletMd646$lans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express written permission and consent of zachary miller nor are they to assigned to any party without first obtaining said written permission and consent. 00 00 /X/ -------------------- 5 A2.0 +0'-0" FIN. FL. -1$ 4" CONC. SLAB W/ 6x6 WIA x WIA WWF (OR FIBERMESH) ON 6 MIL VAPOR BARRIER ON CLEAN WELL COMPACTED TERMITE TREATED FILL. -------------------------- -4" ---------------------. -■ 1 I -4" .�O. ■' 5 I A2.o 1 I STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MT512 WITH 14-10dxl 1/2"FA5TENER5 - UNLESS OTHERWISE NOTED, ALL MOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dx 1 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 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 20'-8" THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE 2 ATTORNEY'S FEES TO THE EXTENT SUCH CLAIMS A2.o 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 - J JOINT OR CON CURREN TNEGLIGEN T OF THE CLIENT -------------------- -----------------, AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. (P I 1 1 o i ■ rUrl 1 mai co 1 N 16' -3 Q 191-331A 11 --------------------- ■------------------------------------------------ -= ----------------------------------- -- 1 -- ...... _ �------- I■ ■ I I I I I I I I I 41-311 ■ ■ I I I 1 I I I 5 1 I A2.0 JII Permit Set I I I ■_ DESIGN STATE7(oth This structure has been demply with FLORIDA BUILDING CITION (2017) The Design Parameters are: Vult 140mph --- j Vosd I08mph Risk Category 11 ■ Exposure C GCpI +/- 0.16 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 11 Components 4 Cladding -SEE TABLE ON IND NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED William F. Stuhrke PhD, P.E. 10'-4" Iq'-4" 10'-411 12215 Rebeccas Run Dr. WINTER GARDEN, FL 32787 PE #22150 401-011 foundation plan DATE c;nnlP = 1/41P NOT VALI WIT RAISED SEAL AND SIGNED BLUE DESIGN / BUILDS 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 -IB SHEET TITLE SHEET Foundation/ Roof Plan A2.0 4" CONC. W/ 6X6 10/10 W.W.M. FOOTER PIPE i& THRU ADD (1) #5 25" LAP FOOTER PIPE THRU MONO FTG. DETAIL (1)RT-18 OR EQUIV. I/ 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 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 = 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. LINTEL G ,Q P.T. 2x8 WOOD JAMB ANCHOR . TO BLOCK w/ rT X 8- I.G. AB. ' O TOP, BOTT., O 24' O.C. a CORNER BEAD CORROSION RESISTANT TOOLED DRIP EDGE ..........._.----------- ........ P.T. 1x2 TRIM - VINYL MOLDING W/ INTEGRAL GASKET STUCCO FINISH BEYOND SECTIONAL GARAGE DOOR TRACK l.11�AD SECTIONAL GARAGE DOOR SEC110NAL GARAGE DOOR TRACK P.T. 1x2 TRIM------------- P.T. 2X6 WOOD JAMB ANCHOR TO BLOCK W/ T'9 X 8" LG. A.B. O TOP, BOTT., O 24' O.C.-1 /5 VERT. GROUTED CMU CELLS PER PLAN 5/8' THICK CEMENT PIASTER STUCCO CORNER BEAD CORROSION RESISTANT 'J' SCREED VINYL MOLDING W/ INTEGRAL GASKET JAMB GARAGE FLOOR SLAB DOOR TRACK BEYOND SECTIONAL GARAGE DOOR GASKET SEAL 1/2" EXPANSION JOINT DRIVEWAY (SEE CIVIL FOR COMPOSITION) 4 EXTERIOR F I 1INTERK STUCCO FIN BEYOND - .HURRICANE TIE INTERCHANGABILITY SCHEDULE BRAND MODEL # FASTENERS# UPLIFT COMPLIANCE SIMPSON MTS12 (14) 1 O 1000 413 (NER) SIMPSON META16 (12) 1 O 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) 1Od, (4) 1 O 585 499 (NER) SIMPSON SP4 (6) 1 O 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) 10d 890 499 (NER) SIMPSON H4 (4) 8d, (4) 8d 360 499 (NER) NOTE: 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 (Ibs.) 4 USE (3) 16d OR (3) .131 x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK 8d 103# TO HIP GIRDER. (T&B) 10d 125## 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000LB DOWNLOAD) 16d 149 (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) (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 7-1 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. 3 -TAB ARCHITECTURAL SHINGLES ON 30# FELT VAPOR BARRIER ON 1/2" PLYWOOD OVER WOOD TRUSSES @ 24" O.C. SEE PLAN 12 HETAI6 HURRICANE (TYP ) zr7 I 0 hem, kit. elev. m C 2" LCT m CONNECTOR PER PLAI R-30 INSULATION (MINIMUM) ENGINEER SEE ELEVATION 5/6" GYP. BOARD AT CEILING 8X8XI6 C.M.U. KNOCK -OUT BLOCK METAL DRIP OVER REINF. W/I-#5 CONT. ALUM. FASCIA - _ - - SEE ELEVATION h ALUMINUM CONTINUOUS P.C. LINTEL W/ 1 # 5 VENTED SOFFIT (SOLID SOFFIT @ AREAS TO BE 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.) ANCHORED TO BLOCK W/ 1-3/8" ! 8" U -SHAPED PRECAST LINTEL OVER T -NAILS @ 6" O.C. OR 2"X P.T. I ALL OPENINGS W/ (1) # 5 IN EACH. WINDOW/DOOR BUCK ANCHORED l.c TO BLOCK W/ 3/16" DIA. X 3" — WINDOW UNIT TAP CON SCREWS @ 12" O.C. PRECAST SILL BY — — 8"XS"XI6" CONCRETE BLOCK WALL PRECAST MFG. W/ DUR-O-WAL VERTICAL RE- INFORCEMENT EVERY 32" O.C. II R 4.1 INSULATION @ BLOCK WALLS CL m 1/2" DRYWALL OVER IX FURRING z — STRIPS OVER 8" CMU. � I PAINTED CMU w :_I.1_° WOOD BASE w ,r l GRADE I I o� 0'-0" FIN. FLR• 11 JIJ Tiil i 111 I1 - III (4 •'�� CONCRETE SLAB W/ 611X6 SEE _ d;� �`-_� �'� ° a �1 I.�.I'—i11III0/10 W.W.M. (W/ FIBERMES PLAN 11 II Aq OPTION) ON 6 MIL VAPOR DETAIL-:::. - _ ,� 111Ii L w • , i- 1_.11- I I I -I li BARRIER OVER WELL —III LIl 111' (I '° ° I III=T T� COMPACTED TERMITE TREA' ' U.___�. �._._ =T I I f -11I; '' FILL. 111.1.1.1=- CV I LID lq'-411 0 -511 AREA TAB JILATIONS MAIN HOUSE FIRST FLOOR - A C 1495 5. F. TOTAL 50. FT. - /C 1495 5. F. FRONT PORCH 62 S. F. GARAGE 460 S. F. TOTAL 5Q. FT. 522 S. F. GRAND TOTAL SQ FT. 2017 S.F. 03-29-17 27.6P5F (2)30 12'-811 201-811 10'-411 10'-4" e. F_ —------------------------- --, I +21.6PSF I -2 .8 S I I \ I I 4x_1 0" OVERHEA 111111111111111111111111111 CO I m 12'-0" -I -., . 6 -6 4 DRY 51-„li a WAS s POL15WED CONC. au n r '-0" CEI POLISHED C NC. 10 10 TOWEL 8'-0" CEILING Master Bed m POLISHED CONC. _...._._. _.... i� VAULTED CLG. Bath a- = _ \ ' ED CONC. ' POLISHED CONC. POLISHBedroom 2 _ �p 8'-0" CEILING mV -0" I - T _.r__... _ 8 0 CEILING I o 6 u LAV. 10'-411 +2.5PSF N L_�j3 142"10 2x8 � MIRROR 3'-a° 21-411 41-411 BARN DOOR 3690 RAEF R. q _ IGE Kitchen .N I cY POLISHED CONC. co N I WIC I VAULTED CEILING4"10J \I I o HB. \ Q 81?011 Ia_ �Ln C -PSI K D/W v L------ IR / IS L`Y l \X/ I IR / IS I II -------------- =� 3'-8" 6'-0" 2'-411 3 —3Y2 ----------I--------- I 1 - ------------ 14" OVERHANG Li — I I Bedroom 3 `r Dlnln CO I POLISHED CONC, I N r' POL SHED C. 1 8'-0" CEILING +22.8 SF VA ITED CIL I +2 .5PSF -28.7 SF I -2 ,6PSF I3 110 I � � iving Z m P�jL15 ED C C, WAU TED C G. LU 2 3068BP +22.8PSF II I in 28.7PSF ------------------------ IR / IS e +24.3PSF __j— � i I 6.3 5F I r----- — — — — — m I Front Porch I o 1 I I , `9 VAULT D*CLG. I 1-D 3068 +25.5P5F N I 27.6PSF I WOOD SIDING 1'-411x 1 -II" 11-41161-1111 11-41"6'-11" L------ — — — — — — — — ----F --- ---F --- _j 5 11 51.1011 floor plan scale = 1/4:12 51-211 51-211 91-311 31-411 31-411 31-511 101-411 19'-411 10'-411 401-011 VECTION SCALE= 3/4' - 1'-0" Garage Door Details SCALE: 1 1/211=11_0" © copyright 2018, zachary miller designer hereby expressly reserves his copright and other ,property rights in these plans. these plans and drawings are not to e 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. STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MT512 WITH 14-10dxl 1/2"FA5TENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE 51MP50N STRONG -TIE HETA20 WITH 16-10dxl 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 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 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. ermit Sket DESIGN STATEMENT This structure has been designed to comply with FLORIDA BUILDING CODE 6th EDITION (2017) The Design Parameters ares Vult 140mph Va5d I08mph Risk Category II Exposure C GCpI +/- 0.16 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 Cladding -SEE TABLE ON INDEX NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED William F. Stuhrke PhD, P.E. 12215 Rebeccas Run Dr. WINTER GARDEN, FL 32787 PE #22150 q- __— DATE V0 Z fi WIT AIT RAISED SEAT. AND SIGNED BLU UKI V 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-I5 SHEET TITLE SHEET Floor Plan A2.1 C C nnPnrj ...f .» THIS LAYOUT SU PERCEDES ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR THIS PROJECT. (REL: 7/3/18) © 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. SHIINULL. LUAUINU 140 m.p.h. WIND 12 EXPOSURE C 3 V 7-12/16" HEEL BRG. 1.5 1 2" 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 Lot 413 19th Street SCALE DATE DRAWN BY JOB NUMBER 7/3/2018 JCB SLC 15805 STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMPSON 5TRONG-TIE MT512 WITH 14-IOdxI 1/2"FASTENER5 UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16 -10dx 1 1 /2"FASTEN ER S 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 WARRAITES, 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 111E 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. Pennift Set DESIGN STATEMENT This structure has been designed to comply with FLORIDA BUILDING CODE 6th EDITION (2017) The Design Parameters are: Vult 140mph Vasd I08mph Risk Category 11 Exposure C GCp1 +/- 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 INDE NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED William F. 5tuhrke PhD, P.E. 12215 Rebeccas Run Dr. WINTER GARDEN, FL 32787 # 1 PE 22 50 *K —ELATE 10 WITHOUT RAISED 5EA1. AND 51GNED BLU r :T' �i \... 1/ 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 -I5 -I6 BP COMMENTS 10-1-I5 SHEET TITLE SHEET Truss Plan IA2.21 48' _0" BRG. NC 6'-B" HD. HG +_2 - _0 '2 - FIN. i F� ASPHALT SHINGLE ROOF OVER " SHEA-ri IING OKI P.E. TRUSS ASPHALT SHINGLE ROOF 51-0" BRG_ HGT_ 0-8" HD. NGT. STUCCO FINISH OVER BLOCK WALL �0'-0" FIN. FLR. _ ` SMOOTH, ' V' GROOVE @ EVERY OTHER BED JOINT (TYP.) rear elevation scale: 1/4"=12" Dining POLISHED OHC. VAULTED CLG. 12 12 MICRO / ' edroom 3 REF. POLISHED CONC. ' PT -ISHED 1�O IC. �, \\ UW I SMOOT141 ' V' GROOVE @ EVERY OTHER BED JOINT (TYP.) right elevation scale: 1/4"=12" \LT SHINGLE ROOF �" SHEATHING ON -Russ 1RG. NGT. HD. HGT_ FINISH STUCCO )N PAPER :D MTL. LATHE 1ILDING WRAP �" OSB. FIN. FLR_ STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMP50N STRONG -TIE MT512 WITH 14-10dxl 1/2"FA5TENER5 - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE 5IMP50N STRONG -TIE PETA20 WITH 16-I0dxl 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 2" OSE • • .-/ 1 1 _ -\ 1 -- SMOOTH/ -.LSMOOTH, 'V' GROOVE @ EVERY OTHER BED JOINT (TYP.) left elevation] scale: 1/4"=12" building section 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 Permit Set BACKED MTL. LATHE ON BUILDING WRAP AVER �" OSB. front elevation -413 scale: 1/4"=12" R VAL D WIT RAISED SEAL AND 5111M BLUE yj 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 his structure has been designed to comply (with FLORIDA BUILDING CODE 6th EDITION (2017) The Design Parameters are: Vult 140mph Vasd I08mph Risk Category II CMU FLOATED Exposure C SMOOTH, 'V' GROOVE GCpI +/- 0.18 Floor Live Load (psf) O @ EVERY OTHER BED Uninhabitable attics without storage 10 JOINT (TYP.) Uninhabitable attics w/ limited storage 20 Habitable attics and sleeping areas 30 All other areas 40 Roof Live Load AO Components t Cladding -SEE TABU ON INDEX NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED William F. Stuhrke PhD, P.E. 12215 Rebeccos Run Dr. WINTER GARDEN, FL 32787 PE #22150_ R VAL D WIT RAISED SEAL AND 5111M BLUE yj 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 6„ A„ GENERAL NOTES ,2500 PSI CONC. FILL I) CODES: (CONCRETE PLACED IN FIELD) 1.1 FLORIDA BUILDING CODE 2) CONCRETE: STD 180' HOOK @ EACH END OF 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: STIRRUP W/2 1/2" LEG EXTENSION 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI PAST BEND. (TYP) 2.1.2. PRE -CAST W/PRE5TRE55 REINFORCEMENT - 5000 P51 r_IUl'' 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2.2 REINFORCING BARS: STIRRUPS AT 4'-0" c -c2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60). `D `tIj_ (TIED OR WELDED) 2.2.2• STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED. IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE ---- 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 41"1 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 S. I. MINIMUM CO ERAGE OF STEEL - 1.5" 4) STRUCTURAL: 2. MIN. BEARINNG 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. 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DE51GN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWING MUST BE BROUGHT ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8 INCH LINTEL SCHEDULE MARK PRE -CAST UPLIFT LATERAL LENGTH TYPE 818-1T 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 ID 2'-10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 t� 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 5264 6110 DO 4-6" (54) PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 [� 5'-4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 O 5'-10" (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 .4157 [� 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 1 O 9'-4- (112) 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 (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 OO 14'-8 (176) PRESTRESSED 243 295 459 591 724 857 990 NR 357 243 352 582 852 1156 1491 1742 OP 15'-4' (184") PRESTRESSED 228 278 430 553 677 801 925 NR 327 228 329 542 791 1072 1381 1676 OQ 17 -4' (208") PRESTRESSED 188 236 361 464 567 670 774 NR 255 188 276 449 649 874 1121 1389 R 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 1 212 1 336 1 477 635 807 1 993 * 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 [NOTE-ELECSYM] 2.016 SQ. FT. ® 3 WATTS PER SQ. FT.. 6,048 COOKTOR ......................................... . 10,000 DISHWASHER ........................................... 5,000 DRYER..... ........................... ................ 6,000 MICROWAVE ................. ... ...................... 1,000 OVEN .. 1,000 SMALL APPLIANCE LOAD ........................ • • • • • • • 00 1,040 WATER HEATER ........................................... SPECIAL PURPOSE OUTLET/JUNCTION BOX TOTAL ................................................. . 32,888 CALCULATIONS PER N.E.C. 220-30 220 VOLT OUTLET ® 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/ 0 MAIN METER #4 GH. RISER DIAGRAM FOR 150 AMP = SERVICE SERVICE BY POWER CO. _CG I— — — - I I I I I I I ELECITRIC MITER �I I i I i ELECTRICAL KEY [NOTE-ELECSYM] I$ SINGLE POLE OUTLET i:� DUPLEX CONVENIENCE OUTLET 0 DUPLEX OUTLET ABOVE COUNTER I:�Wp WEATHERPROOF DUPLEX OUTLET I3:�[GFI ND-FAULTCIRCUIT-INTERRUPTER GROUND OUTLE i:� HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET/JUNCTION BOX Z1 DUPLEX OUTLET IN FLOOR I'& 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX �►- WALL SWITCH �"-3 THREE-WAY SWITCH [-'--4 FOUR-WAY SWITCH M MOTION SENSOR SWITCH �"-DM DIMMER SWITCH REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT LIGHT FIXTURE -41� LIGHT FIXTURE WIRED TO GENERATOR Kt WALL MOUNTED INCANDESCENT LIGHT FIXTURE -{ RECESSED INCANDESCENT LIGHT FIXTURE ( RECESSED ADJUSTABLE EYEBALL FLOODS■ I\'• INCANDESCENT LIGHT FIXTURE PC INCANDESCENT LIGHT FIXTURE i i WITH PULL CHAIN I� EXIT LIGHT EMERGENCY LIGHT / FLUORESCENT LIGHT FIXTURE UNDER COUNTER LIGHTING - LED •■ LED STRIP LIGHTING AT TOE KICK - SWITCH AT ADJACENT MOTION SENSOR 2. TRACK LIGHT ® EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION i (VENT TO EXTERIOR) $] EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) Q CHIMES INTERCOM QA AUDIO SWITCH ® CENTRAL VACCUM SYSTEM - IIOv FEED l,-OPB PUSHBUTTON SWITCH ® SMOKE DETECTOR Ho HEAT DETECTOR ® TC-t>?MUM OR ® SPEAKER Q SPEAKERS FOR SURROUND SOUND K TELEPHONE N COMPUTER (CAT -6) R TELEVISION S GAS CONNECTION 0 ELECTRIC METER _lj_ ELECTRIC PANEL CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE 3. (PROVIDE ADEQUATE SUPPORT) ELECTRICAL NOTES: - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MT5I2 WITH 14-I0dxl 1/2"FA5TENER5 - UNLE55 OTHERWISE NOTED, ALL IN CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16- IOdxl 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 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 PROPOR11ON TO ITS NEGLIGENCE. \ I SWITCHES OVER COUNTER ......48" TO CL \ I l B WALL OUTLETS OVER COUNTER ... 48" TO CL DESIGN STATEE'EMENT ;E REMAINING SWITCHES. 48" TO CL This structure has been designed to comply WALL OUTLETS` .... 12" TO CIL BATH VANITY BRACKET OUTLET with FLORIDA BUILDING CODE 6th EDITION (I" ABOVE TOP OF MIRROR).. .80" TO CL,2 (2017) p�. I '------`---- ------ I WATER SOFTENER AND SUMP OUTLEW TO CL The Design Parameters are: I I TELEPHONE OUTLETS ... ... .12" TO CL Vult 140mph 'a ' ■ ■ -- .1.. ® I L TELEVISION OUTLETS . . ... .. .12Ri" TO CL sd 108mph Risk Category II EXERIOR GFI OUTLETS ........12" TO CIL Exposure C WP/GFI ■ - — — — — — — — GARAGE GFI (ABOVE GARAGE 1`1_00%5" TO CL GCpI +/- 0.18 BASEMENT WALL OUTLETS.. .. . . 48" TO CL Floor Live Load (psf ) I „ Uninhabitable attics without storage 10 FRONT DOOR COACH LIGHT. .. ...72 TO CL �JF Uninhabitable attics w/ limited Stora 20 B. I GARAGE DOOR COACH LIGHT Habitable attics and l (ABOVE GARAGE FLOORS .... 84" TO CL seeping areas 30 I All other areas 40 e I 64" TO BTM Roof Live Load 10 ■ \ ■ " I DINING AND BREAKFAST FIXTURE .. OF FIXTURE Components 4 Cladding -SEE TABLE ON INDEX I J � M I FOYER AND STAIRWAY FIXTURE FIXTTO URE I --TM -- - -- - -� — — — — — — — — — — — ''� — — — — — —� — — — — A — — — — — — — THERMOSTAT .............. 54" TO CL N OTHER CERTIFICATIONS ARE STATED OR IMPLIED DOORBELL CHIMES. . . . . . .. . . . 84" TO CL William F. 5tuhrke Run PhD, P.E. LEVEL W/ 12215 ebcas electrical pIan DOORBELL BUTTON ...... R . DHANDLE WINTER GARDEN, FL 32787 KITCHEN HOOD FAN ."WHIP." . .. .. . 66" TO CL PE #22150 scale = 1/4:12 KITCHEN WALL HUNG MICROWAVE ©copyright 2018, zachary miller .. OUTLET ... . .. ... . ... . .76" TO CL 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 KITCHEN DISHWASHER RECEPTACI E. UNDER SINK 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. KITCHEN RANGE ............24" TO CL ATE 16J2 l H 11 MIT VALID W1ITIOUT RAmm SEAL AND SIGNED E KITC EN REFRIGERATOR .......48 TO CL o WASHER/DRYER OUTLET .......48" TO CIL CL - CENTER LINE = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" Il �C 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-I6-18 BP COMMENTS 10-1-I6 0 �.� U/ /� \ o I I. PROVIDE 4 INSTALL LOCALLY CERTIFIED LIGHTING GHTING I SD I SMOKE DETECTORS AS REQ'D BY NAT'L FIRE PROTECTION ASS. (NFPA) 4 MEETING THE to — — — � ( , • I DOOR I REQUIREMENTS OF ALL GOVERNING CODES FLOODS■ I\'• i i i i ' ._..lf ' l / OUTLET I i • W1TC . I I 2. PROVIDE 4 INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) 4 TAMPER I Na• i \ , i / UPPER CA . PROOF RECEPTICLES AS REQ'D BY NAT'L -------- :_j I __ �• SD co L______ I ELECTRIC CODE (NEC) 4 MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. (\ /14 I I 3. ELEC. CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. / I 4. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. 5. ALL ELEC. 4 MECH. EQUIPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, I ■ l/ I SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO / RELOCATION DUE TO FIELD CONDITIONS. �1 6. ELEC. CONTRACTOR TO INSTALL ARC FAULT AND TAMPER PROOF RECEPTACLES PER 0 \ I I ■ I ELECTRICAL 2008NEC 210.12(b) AND 406.11 DEVICES: ABOVE FINISHED FLOOR: Pen"llit t \ I SWITCHES OVER COUNTER ......48" TO CL \ I l B WALL OUTLETS OVER COUNTER ... 48" TO CL DESIGN STATEE'EMENT ;E REMAINING SWITCHES. 48" TO CL This structure has been designed to comply WALL OUTLETS` .... 12" TO CIL BATH VANITY BRACKET OUTLET with FLORIDA BUILDING CODE 6th EDITION (I" ABOVE TOP OF MIRROR).. .80" TO CL,2 (2017) p�. I '------`---- ------ I WATER SOFTENER AND SUMP OUTLEW TO CL The Design Parameters are: I I TELEPHONE OUTLETS ... ... .12" TO CL Vult 140mph 'a ' ■ ■ -- .1.. ® I L TELEVISION OUTLETS . . ... .. .12Ri" TO CL sd 108mph Risk Category II EXERIOR GFI OUTLETS ........12" TO CIL Exposure C WP/GFI ■ - — — — — — — — GARAGE GFI (ABOVE GARAGE 1`1_00%5" TO CL GCpI +/- 0.18 BASEMENT WALL OUTLETS.. .. . . 48" TO CL Floor Live Load (psf ) I „ Uninhabitable attics without storage 10 FRONT DOOR COACH LIGHT. .. ...72 TO CL �JF Uninhabitable attics w/ limited Stora 20 B. I GARAGE DOOR COACH LIGHT Habitable attics and l (ABOVE GARAGE FLOORS .... 84" TO CL seeping areas 30 I All other areas 40 e I 64" TO BTM Roof Live Load 10 ■ \ ■ " I DINING AND BREAKFAST FIXTURE .. OF FIXTURE Components 4 Cladding -SEE TABLE ON INDEX I J � M I FOYER AND STAIRWAY FIXTURE FIXTTO URE I --TM -- - -- - -� — — — — — — — — — — — ''� — — — — — —� — — — — A — — — — — — — THERMOSTAT .............. 54" TO CL N OTHER CERTIFICATIONS ARE STATED OR IMPLIED DOORBELL CHIMES. . . . . . .. . . . 84" TO CL William F. 5tuhrke Run PhD, P.E. LEVEL W/ 12215 ebcas electrical pIan DOORBELL BUTTON ...... R . DHANDLE WINTER GARDEN, FL 32787 KITCHEN HOOD FAN ."WHIP." . .. .. . 66" TO CL PE #22150 scale = 1/4:12 KITCHEN WALL HUNG MICROWAVE ©copyright 2018, zachary miller .. OUTLET ... . .. ... . ... . .76" TO CL 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 KITCHEN DISHWASHER RECEPTACI E. UNDER SINK 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. KITCHEN RANGE ............24" TO CL ATE 16J2 l H 11 MIT VALID W1ITIOUT RAmm SEAL AND SIGNED E KITC EN REFRIGERATOR .......48 TO CL o WASHER/DRYER OUTLET .......48" TO CIL CL - CENTER LINE = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" Il �C 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-I6-18 BP COMMENTS 10-1-I6