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Home My WebLink About214 Elm Ave 18-3064- NEW SFHCOUNTY OF SEMINOLE G IMPACT FEE STATEMENT � 4 5 STATEMENT NUMBER: 18100008 DATE: November 07, 2018 BUILDING APPLICATION #: 18-10000890 BUILDING PERMIT NUMBER: 18-10000890 UNIT ADDRESS: ELM AVE 214 25-19-30-5AG-0407-0030 TRAFFIC ZONE:0.22 JURISDICTION,: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: REBECCA LORENZ & JAMES VOLTOLI ADDRESS: 410 PALMETTO ST SANFORD FL 32771 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 214 ELM AVE / SFR -------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE -------------------------------------------------------------------------------- UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit .00 FIRE RESCUE N/A .00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Family Housing 9,000.00 1.000 dwl unit 91000.00 PASiCSgle '.00 LAW ENFORCE N/A .00 DRAINAGE N/A 00 AMOUNT DUE 9,759..00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ��►� ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, 111.9.18 TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT"THE'TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE ABBREVIATIONS SYMBOLS USED AS ABBREVIATIONS ? ANGLE FN. FENCE PLAS PLASTER ? CENTER LINE FOD FIBERBOARD PLA PLASTIC - ? COPYRIGHT FOL FIBERG ASS PLAM PLASTIC LAMINATE DEGREES FIN FINISH LED) PL PLATE DELTA FFE FINISH LOOR ELEVATION PG PLATE GLASS DIAMETER FFL FINISHED FLOOR LINE PWD PLYWOOD i FLOW LINE FA FIRE ALARM PT POINT - --- GREATER THAN FE FIRE EXTINGUISHER PVC POLYVINYL CHLORIDE OR EQUAL TO FEC FIRE EXTINGUISHER CABINET PE PORCELAIN ENAMEL ? LESS THAN FHS FIRE HOSE STATION PCPL PORTLAND CEMENT PLASTER OR EQUAL TO FPL FIREPLACE PD POUND (S)). F € PLUS OR MINUS FP FIREPROOF PCF POUNDt PER CUBIC FOOT ? PROPERTY.LINE FRT FIRE -RETARDANT PLF POUNDS PER LINEAR FOOr ? SQUARE FOOT FIXF FIXTURE PSF POUNDS PER SQUARE FOOT & AND , FLG FLASHING PSI POUNDS PER SQUARE INCH ® AT SPACING OF FLX FLEXIBLE PGC PRECA5T CONCRET NUMBER FG FLOAT GLAS$ PFB PREFABRICATE, (ED) d PENNY FLR FLOOR, ING)) PFN PREFINISHED X WIDTH X HEIGHT FD FLOOR DRAIN PRF PREFORMED Resi W/ WITH FL FLOW LINE PREM PREMOULDED UIe Ndenc&4w% FLUB FLUORESCENT PL PROPERTY LINE L 40% rem% ABBREVIATIONS FIT FLUSH JOINT FTC FOOTING QT QUARRY TILE FND FOUNDATION AB ABV AFF ACC ACFL AP ACPL ACT ACR ANCHOR BOLT ABOVE ABOVE FINISHED FLOOR ACCESS . ACCESS FLOOR ' ACCESS PANEL ACOUSTICAL ACOUSTICAL PLASTER ACOUSTICAL TILE ACRYLIC PLASTIC FR FS FUR FUT GA GV GKT GC FRAME ((D), (ING) FULL SIZ FURRED, E(ING) FUTURE GAGE GAUGE GALVANIZED GASKET; ED). GENERAL CONNTRACT, (OR) RAD RFT RL REC REF RFL REFR REG REIN RADIUS RAFTE RAIL ING) RECItS , (ED) C�) REFER (E�IED REFLECT j,TINE), (OR)AC REFRIGEI A0 REGISTER REINFORCE (ED)),. ((ING Z X FRAME WALL c GENERAL NOTE S WITH INSULATION 2.1 PLASTIC MEDIUM TOL TOLERANCE G L GLASS GLAZING RECD REINFORCE b CONCRET� PIPE MDO I PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS 1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS 19. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, SOUND EQUIPMENT, PLUMBING VALVES, AND ROOF TOP EQUIPMENT. TONGUE AND GROOVE ADH ADJ ADHESIVE ADJACENT' GLM GCMU GLASS BLOCK GLAZED CONCRETE MASONRY UNITS REM REQ'D REMOVE REQUIRED TSL INCLUDING- THOSE FURNISHED BY SUBCONTRACTORS AND OWNER. CONTRACTOR SHALL ACCEPT PREMISES AS FOUND: OWNER ASSUMES NO RESPONSIBILITY FOR PHENOLIC ENGRAVED PLAT SCREWED ON. ADJT ADJUSTABLE CLAM GLUED RES RESILIENT THE CONDITION OF THE EXISTING SITE OR EXISTING STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. DEM DEMOLISH DEMOLITION AGG A/C AGGREGATE AIR CO, DITIONING GB GD .LAMINATE GRAB BAR GRADE GRADING RET RA RETURN RETURN A R DML DEMOUNTABLE 20. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT AND OWNER METER, (S) ALT ALTERNATE GRN GRANITE RAS REVERSE IDE MW 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS; DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED IF ANY ANY SUCH DISCREPANCIES PRIOR To COMMENCING WORK. TOP ALUM ANC ALUMINUM : ANCHOR ANCHORAGE GRT GRATE, (ING) REV REVISE (� I R�VISE, (ED) IRAN TSF DISCREPANCY OCCURS PRIOR TO CONTINUING WITH WORK. ANOD ANODiZIfD GVL GRAVEL . RH RIGHT 21. ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS OF LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION. DIMENSION ARCH ARCHITECT, ARCHITECTURAL GRHS GT GREENHOUSE GROUT ROW R RIGHT OF WAY RISER SDP 3. ALL PLAN DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE INDICATED. MGL MIRROR GLASS (FRAMED) AD AREA DRAIN GRD GUARD RVT RIVET MISC MISCELLANEOUS 22. THE ARCHITECr AND/OR OWNER WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE OWNER TOWEL BAR ASPH AT ASPHALT.GUT ASPHALT TIE DTA GUTTER R&S ROD AND SHELF ROOF DRAIN TR 4. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. THE CONTRACTORS MUST COMPLY WITH THE AND/OR ARCHITECT'S APPROVAL OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. / AUTO AUTOMATIC GPDW GPL GYPSUM DRY WALL. GYPSUM LATH RD RFH ROOF HATCH CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. DTS DOVETAIL ANCHOR AWN AWNING GPPL GYPSUM PLASTER RFG ROOFING DS DOWNSPOUT 23. DECORATIVE MATERIALS, WALL HANGINGS, ETC., SHALL BE NON- FLAMMABLE OR FLAMEPROOF PER STATE FIRE MARSHALL REQUIREMENTS. MOUNT (ED�, M BSMT BASEMENT GPT. GPW GYPSUM TILE GYPSUM WALLBOARD RM RO ROOM ROUGH OPENING MULL 5. THE CONTRACTOR SHALL REPORT To THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS HE MAY DISCOVER, THE CONTRACTOR IS RESPONSIBLE UC UNDERCUT BM BEAM LINE DWR DRAWER RCP ROUND CONCRETE PIPE UNF FOR CORRECTING ANY ERRORS AFTER THE START OF CONSTRUCTION WHICH HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE MEANS OF 24. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORM To THE BUILDING CODE AND LOCAL GOVERNING BUILDING CODES/ORDINANCES. BRG BEARING HC HRL HANDRAIL HA DRAIL ROK RB ROWLOCK RUBBER BASE CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT AND OWNER. DF DRINKING FOUNTAIN BPL BEARING PLATE HBD HARDBOARD ROT RUBBER TILE DW DISHWASHER 25. GYPSUM WALLBOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING CODES/ORDINANCES. NICKEL BML BENCH MARK HDW HARDWARE RBL RUBBLE STONE NR 6. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR BET BETWEEN HWD HDR HARDWOOD HEADER SFGL SAFETY ASS Vi DIRECTLY RESPONSIBLE, ALL REQUIRED CITY, COUNTY AND/OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. 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 BVL BEY BEVELED BEYOND HTG HEATING SCH SCHEDULETENANT OCCUPANCY. THE CONTRACTOR AND SUBCONTRACTORS ARE EXPECTED TO VISIT 'THE PROJECT SITE.PRIOR 'TO CONSTRUCTION AND NOTIFY THE FACE BLK BLOCK HVAC HEAT/ VENT AIR CONDITION �/`f HEA DU SCN SCUP SCREEN SCUPPER EW ESMNT 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM ARCHITECT- PRIOR TO CONSTRUCTION - OF ANY DISCREPANCIES WITHIN THE DRAWINGS OR POSSIBLE CONFLICTS WHICH AFFECT THE PROGRESS OF THIS NOT TO SCALE NUMBER BDKG BOARD NG HD HT HEIGHT SNT SEALANT DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN PROJECr. VERTICAL GRAIN ELAS ELEC HIGH POINT STG SEATING VIN CONJUNCTION WITH THK PROSECUTION OF THE WORK, BS BO BY OWNERS OWNER HCR HOR HOLLOW: CORE HORIZONTAL SEC SVYD SECTION SERVICE YARD 27. PIPES AND DUCTS EXCEEDING ONE THIRD THE SLAB OR WALL THICKNESS SHALL Nor BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY ELECTRICAL P . NELBOARD . BOT BOTTOM FIB HOSE BIBB '35K SERVICE INK EWC 8. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND COORDINATE LOCATION OF FLOOR SINKS, FLOOR DRAINS, SLOPES/SLAB DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. OPPOSITE HAND BRKT BRK BRACKET BRICK INCAN INCANDESCENT SHTH SH'T SHEATH, ING) SHEET ORN DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING STUB OUTS, AND ALL CRIER WORK UNDER THIS SCOPE OF RESPONSIBILITY RELATED TO THIS VT VINYL TILE CLAY PIPE. INCIN INCINERAT R SG SHEET GLASS VICP EQUIPMENT. REFER TO DRAWINGS PREPARED BY FOOD SERVICE EQUIPMENT CONSULTANT FOR ALL FOOD SERVICE EQUIPMENT REFERENCES. 28. PROVIDE RODENT PROOF WEATHER-STRIPPING AT THE BOTTOM OF ALL EXTERIOR DOORS. BRZ BLDG BRONZE BUILDING ROOFING INCL ID INCLUDE, ED� (ING) INSIDE DIA E R SH SHNG SHELF SHE1 ViNC SHINGLE qj 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND UNTIL JOB IS COMPLETETY. PROJECT SITE IN ACCORDANCE WITH LOCAL EMERGENCY ENCLOSE, (URE) BUR BUILT UP INS INSULATE ED , ((ING) SHU SHrtybL , N EQP EQUIPMENT 29, ALL MATERIAL REMOVED BY DEMOLITION ARE TO BE DISPOSED OF BY THE GENERAL CONTRACTOR OFF THE PAINT, (� D� BRGL BULLET RESISTANT GLASS INSC INSULATING CNNCRETE SIDG SIDING PNL PANEL, (IN ) RESTRICTIONS. WATER CAB CABINET IGL INSULATING. GLASS SIM SKL SIMILAR SKYLIGHT SHTR 10. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. CAN CANVAS INT INTM INTERIOR INTERMEDIATE SL SLEEVE 30. GENERAL CONTRACTOR TO SUPPLY AND INSTALL LAMPS IN ALL LIGHT FIXTURES. EXHAUST CPT CARPET INV INVERT sL0 SLOPE EXH EXMP CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. PAR PRPT PARALLEL PARAPET CPT CI . CASEMENT CAST IRON JC JANITOR'S CLOSET SOL SC SOLDIER.11. SOLID CRE PK PARKING 31, COORDINATE ALL ROOF PENETRATIONS WITH BUILDING OWNER AND ALL TRADES PRIOR TO COMMENCEMENT OF WORK. WELDED WIRE F BRIO CST CAST STONE IT JOINT SP SOUNDPROOF W 12. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED. CB CLG CATCH BASIN CEILING IF JOINT FILLER S SPC SOUTH SPACE, (R) 32, GENERAL CONTRACTOR IS TO ASSURE THAT NO REBAR OR REINFORCEMENT IS PRESENT PRIOR TO CORE DRILLING OR PLACING BOLTS OR ANY OTHER ITEM EXTERIOR CHT CEILING HEIGHT JJOIST WIDTH, WIDE SGL SPANDREL GLASS FOC 13. CITY APPROVED PLANS SHALL BE KEPT IN A.PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME WHICH COULD DISTURB THE STRUCTURAL SLAB. PAVE�A �N�, CEM CM CEMENT CENTIMETER (S) KPL KICKPLATE SPK SPEAKER PERF INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDUMS AND CHANGE WG WIRED GLASS CER CERAMIC KIT KOKNOCKOUT KITCHEN SPL SPEC SPECIAL SPECIFICATION WM ORDERS ON THE PREMISES AT ALL TIMES, THESE ARE TO BE KEPT UNDER THE CARE OF THE JOB SUPERINTENDENT. 33. THE WRITTEN SCALES SUCH AS 1/4"=1'0" APPLY ONLY 'TO UNREDUCED DRAWINGS. WHEN DRAWINGS ARE REDUCED, ONLY THE GRAPHIC SCALE APPLIES. CT CERAMIC TILE PTR PLTG PLANTER PLANTING SPH SPLASH DO NOT SCALE 1IIESE DRAWINGS. CHBD CHAM CHALKBOARD CHAMFER LBL LAB LABEL LABORATORY SQ SST SQUARE STAINLESS STEEL14. NOT USED CRIM CHROMIUM LAD LADDER SFGL STAINED GLASS 34. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. LB LAG BOLT STD STANDARD 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR CIR CIRC CIRCLE CIRCUMFERENCE LAM LGL LAMINATE (ED LAMINATEiJ GL SS STA SF STATION STEEL WORKMANSHIP WHICH -)HALL APPEAR WITHIN ONE 1 YEAR OR AS OTHERWISE SPECIFIED FOR A SPECIFIC COMPONENT AFTER THE COMPLETION AND ACCEPTANCE O 35. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS DATA SHEETS IN ACCORDANCE / CLR CLEAR, CLEARANCE LAV LAVATORY STO STORAGE OF THE WORK UNDER THIS CONTRACT. WITH THE PROJECT SPECIFICATIONS. CLS CLOSURE LO LAYOUT SF STOREFRONT CGL COL COATED GLASS COLUMN LH 'LEFT HAND SD STR STORM DRAIN STRUCTURAL 16. CONTRACTOR SHALL REFER AND CONFORM TO ALL RECOMMENDATIONS AND FINDINGS AS SET FORTH IN SOILS GEOLOGICAL REPORT. THE OWNER AND/OR 36. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION COMB COMBINATION COMMON L LENGTH SCT STRUCTURAL CLAY TILE ARCHITECT ACCEPTS NORESPONSIBILITY FOR THE ACCURACY OF THE FINDINGS OR FOR THE FINAL RECOMMENDATIONS. GRADING, TRENCHING, ETC., CONTACT OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. COM COMPT COMPARTMENT LT L LIGHT . LIGHTWEIGHT STCO SFLR STUCCO SUBFLOOR OWNER FOR INSTRUCTIONS PROPER TO THE CONTINUATION OF WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION COMPO COMPOSITION COMPO ITE - LMS LIMESTONE SUS SUSPENDED CONSTRUCTION. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM 37, CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB COMP CONC COMPRESS,(EIJ),(ION),IBLE) CONCRETE LTL LINTEL LIVE LOAD SYD SYM SIDE YARD SYMMETRY, (ETRICAL) THOSE SHOWN ON THE E CONTRACTOR SHALL NOTIFY THE OWNER SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. DRAWINGS, THNTRA DEPRESSIONS, WALL BLOCKING AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. CMU CONCRETE MASONRY UNIT LL LOC LOCATE SYN SYNTHETIC CONN CONNECTION. LLD LOOSE LAID SYS SYSTEM 17, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE .TO INSURE THE SAFETY OF THE BUILDING AND ITS 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 CONST CONT CONSTRUCTION. CONTINUE CONTINUOUS LVR LPT LOUVER LOW POINT TKBD TACKBOARD COMPONENT PARTS DURING ERECTION. TENANT OCCUPANCY: THE CONTRACTOR AND SUBCONTRACTORS ARE EXPECTED TO VISIT THE PROJECT SITE PRIOR TO CONSTRUCTION AND NOTIFY THE CONTR CONTRACT', CONTRACTOR CONTROL JOINT TEL TELEPHONE ARCHITECT- PRIOR TO CONSTRUCTION - OF ANY DISCREPANCIES WITHIN THE DRAWINGS OR POSSIBLE CONFLICTS WHICH AFFECT THE PROGRESS OF THIS CJT CPR CPR COPPER MB MACHINE BOLT TV TG TELEVISION TEMPERED GLASS GENERAL CONTRACTOR TO REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS. ALL ITEMS NOT PROJECT, CG CORNER GUARD MH MFR MANHOLE MANUFACTURE, (ER) TZ TERRAZ 0 MARKED AS "OWNER SUPPLIED" ARE TO BE SUPPLIED BY THE GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL ITEMS ARE TO BE INSTALLED BY CORR CTR CORRUGATED COUNTER MRB MAS MARBLE MASONRY THK THR THICK, NESS) THRESH LD GENERAL CONTRACTOR. CS COUNTERSINK MTL MATERIAL TBRL 'TO BE RELOCATED CRS COURSE CUBIC FEET MAX MAXIMUM TOBR TO BE REMOVED 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 © 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, SYMBOLS CYD CUBIC YARD MECH MC MECHANIC (AL) MEDICINE CABINET TPD TPTN TOILET PAPER DISPENSER TOILET PARTITION Z X FRAME WALL -!7Y� J� WITH INSULATION 2.1 MED MEDIUM TOL TOLERANCE D=ROOF DPR DAMPER MDO MEDIUM DENSITY OVERLAY T&G TONGUE AND GROOVE ELECTRICAL PLANS $ DETAILS DP DAMP PROOFING MBR MEMBER. TSL TOP OF CONCRETE SLAB RETE MASONRY DL DEAD LOAD. MMB MEMBRANE TC TOP OF CURB DEM DEMOLISH DEMOLITION MET METAL TJ TOP OF JOIST GYPSUMBOARD DML DEMOUNTABLE M METER, (S) TP TOP OF PLATE. OF STEEL Al SMALL SCALE) METAL RIGID INSULATION MW MICROWAVE TST TOP 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 (FRAMED) TOR TO REMAIN DIV DIVISION MISC MISCELLANEOUS TO TOWEL BAR DTA DOOR M0. MASONRY OPENING TR TRANSOM ANCHOR SLOT MLD MOLDING, MOULDING T TREAD DTS DOVETAIL ANCHOR MR MOP RECEP 0 ING) TRNB TYP TURNBUCKLE TYPICAL DS DOWNSPOUT MT MOV MOUNT (ED�, M DT DRAIN TILE MULL MUULLIOLLIO N UC UNDERCUT DWR DRAWER UNF UNFINISHED DWG DRAWING NL NAILABLE LINO UNLESS NOTED OTHERWISE DF DRINKING FOUNTAIN NAT NATURAL UR URINAL DW DISHWASHER NI NICKEL UTL UTILITY DBW DUMBWAITER NR NOISE REDUCTION NOM NOMINAL Vi V -JOINT EF EACH N NORTH VB VAPOR BARRIER FACE NIC NOT IN CONTRACT VAR VARNISH EW ESMNT EACH WAY EASEMENT NTS NO NOT TO SCALE NUMBER VNR VERT VENEER VERTICAL E EAST VG VERTICAL GRAIN ELAS ELEC ELASTIC ELECTRIC, (AL) OC ON CENTER, (S) VIN VINYL OP OPAQUE VB VINYL BASE EP ELECTRICAL P . NELBOARD . OPG OPENING VCT VINYL COMPOSITION TILE EWC ELECTRIC WATER COOLER OPH OPPOSITE HAND VF VINYL FABRIC EL ELE ELEVATION (VERTICAL HEIGHT ELEVATION ORN ORNAMENTAL VT VINYL TILE CLAY PIPE. . (VIEW) OD OUTSIDE DIAMETER VICP VITREOUS ELEV ELEVATOR OA OVERALL VICT VITREOUS CLAY TILE EMER EC EMERGENCY ENCLOSE, (URE) OH OVERHEAD WSCT WAINSCOT N EQP EQUIPMENT PNT PAINT, (� D� WH WALL HUNG CLOSET PNL PANEL, (IN ) WC WATER ESC ESCALATOR PB PANIC BAAR 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, ING) EG EXPANSION BOLT PK PARKING WWF WELDED WIRE F BRIO EG EXPANSION JOINT PBD PARTICLE BOARD W WEST EXP EXPOSED PTN PARTITI WHS WHEEL STOP EXT EXTERIOR PV PAVE (ING) WID WIDTH, WIDE FOC FACE OF CONCRETE PVMT PAVE�A �N�, WIN WINDOW FOC FACE OF FINISH PERF PERFORATE, (ED) WG WIRED GLASS FOM FACE OF MASONRY PER PERIMETER WM WIRE MESH FOS FAS FACE OF :STUDS FASTEN, FASTENER PTR PLTG PLANTER PLANTING WO WD WITHOUT WOOD WI WROUGHT IRON 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 © 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, SYMBOLS SHEET I IIR. FIRE RATED WALL index INDEX, ABBREVIATIONS, SYMBOLS, 2 X FRAME WALL I j Z X FRAME WALL -!7Y� J� WITH INSULATION 2.1 2 X BEARING WALL 2.2 W/ STUDS Q 16" O.C. SHEET INDEX index INDEX, ABBREVIATIONS, SYMBOLS, FINISH WOOD �� % �� AND GENERAL NOTES, SITE PLAN C1 SITE PLAN 2.0 FOUNDATION PLAN $ DETAILS 2.1 FIRST FLOOR PLAN DETAILS 2.2 SECOND FLR. PLAN DETAILS SHEET NUMBER D=ROOF PLAN $ DETAILS T FLOOR TRUSS LAYOUT 4.1 ELEVATIONS E1 ELECTRICAL PLANS $ DETAILS MATERIALS CONCRETE BLOCK WALL ROOM NAME EARTH FINISH WOOD �� % �� TILESAND / VIEW ORIENTATION DETAIL NUMBER BUILDING BOARDTIC MORTAR SHEET NUMBER FRAMING t y J PLASTER (THROUGH MEMBER) BATT INSULATION CONCRETE O (IN I� rl RETE MASONRY TERRUPTED MEMBER) ILLLLLll UNIT BRICK/VENEER PLYWOOD GYPSUMBOARD U. (OMIT DOUBLE LINES Al SMALL SCALE) METAL RIGID INSULATION 111 Lij Li-- _ CONCRETE BLOCK WALL ROOM NAME ROOM TAG X' -X 0" CLG VIEW ORIENTATION DETAIL NUMBER BUILDING 4 SECTION KEY SHEET NUMBER RECORD COPY DETAIL NUMBER 4 REVIEWED FOR COM COMPLJANCE SHEET NUMBER PLANS Ek MINER VIEW ORIENTATION Lo w I$ DETAIL NUMBER LLAT ELEVATION KEY 4 SHEET NUMBER SANEQRD BUILDIN DC 1V1_11QN A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING S IN PLANS, CONSTRUCTION OR VIOLATIONS OF TIS CODE wILu"V L) sANr-oRU 10,'O�tk rc�``✓riAI #1 8- 3064' DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via Bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary,Miller ENGINEER molyet engineering FL reg. PE041509 1060 e, industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet Comments 10-19-18 2511 MIN, LAP SPLICE 4" CONCRETE SLAB W/ 611X611 W1.4 X W1.4 ° WWF (OR FIBERMESH) OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL FINISH FLOOR = 01_011 j 41 r " I VERT # 5 DOWEL o_ IN FILLED CELL GRADE C.M.U. - FOUNDATION WALL TYP. ° STD ACI q0° HOOK o 1'-4° : ONE . ST u 2 # 5 CONT. BARS (I STORY) 3 # 5 CONT. BARS (2 STORY) 1'=8" TWO STORY 16" WIDE FOOTING ,@ "L" BLOCK 20" WIDE FOOTING @ " L" BLOCK 4" CONCRETE SLAB W/ 611X611 W1.4 X W1.4 WWF (OR FIBERNESH) OVER 6 NIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL I CENTERLINE OF BRG. WALL 2 #5 BARS CONT. I / -,FIN, FLR. 0'-0" LQi CID — v 16" 16" WIDE INTERIOR BRG■ FTG. 4" CO RETE W/ " �4X WI WF .(OR FIBERNESH) OVER 6 IL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL 2 #5 BARS CONT. / OLFIN. FLR = 01-011 SLOPE 7.a a , r — - w w . a.�. � . . w • o gX. cry 1611 16" WIDE INTERIOR DRG. FTG. 411 CONCRETE SLAB W/ 611X6'1 W1.4 X W1.4 WWF (OR FIBERNESH) OVER 6 NIL VAPOR BARRIER ON CLEAN COMPACTED -TERMITE TREATED FILL PROVIDE 12"w X 3/4"d CONT, ''RAIN CUT" @ EDGE / OF CONC. SLAB �— /� w C o U 2 # 5 BARS 11_Ou �.� RAIN CUT AT GARAGE DOOR ,P SPLICE= )R = - _o_ 4" CONCRETE SLAB W/ 611X61' W1.4 X W1.4 WWF. (OR FIBERMESH) OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL 511 C.M.U. FOUNDATION WALL VERIP# 5 DOWEL IN FILLE=D CELL 2 # 5 BARS CONT. STD ACI 90° {-TOOK 16" WIDE FOOTING 0 GARAGE 3/4" = I'-0" 4" CONCRETE SLAB W/ 611X6" W1,4 X W1.4 WWF (OR FIBERNESH) OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL / � FINISH FLOOR = 01_011 SLOPE j e e Ld .77 U = _�1� FOUNDATION WALL -. �� - TYP. I/4" XP, NA ERIAL OR VERT # 5 DOWEL CK D AIN I _ IN FILLED CELL STD ACI 90° HOOK Lij Q "m • U ° A •4 1'-4" ONE ST O 2 # 5 CONT. BARS (1 STORY) TWO STORY 3 # 5 CONT. BARS (2 STORY) 16" WIDE FOOTING @ LANAI 3/4" = 11-0" 20" WIDE FOOTING @ LANAI 4A 4" CONCRETE SLAB W/ 611X611. WIA X W1.4 WWF (OR FIBERMESH) OVER 6 NIL VAPOR BARRIER ON CLEAN COMPACTED v TERMITE TREATED FILL / 1 #5 BAR CONT. LIN. 6" TURNED EDGE 3/41' 11-011 16” TURNED EDGE SLAB W/ 611X6" ,1F (OR )VER 6 MIL VAPOR ;LEAN COMPACTED TED FILL NT. 0 1 v cv Q l m 211-411 SP2-STRAP 2X4 HEADER TO --------------- ------------------------I pigI 7 1 I I I 2X4 TYP. 0 I SPI Mo�A L-----_ -^_-5 ---------------------- ---_-__J - s 8 A2.0 P.E. — TRUSSES ETA16 - ?) 2x12 INT. BEARING WALL SCALEI/211 =11-011 (FILE 401-011 1 111-411 1 131-411 151-411 DAMAGES AND EXPENSES INCLUDING REASONAI ATTORNEY'S FEES -TO THE EXTENT SUCH CLAIN LOSSES DAMAGESOR EXPENSES ARE CAUSED E THE INDEMNIFYING PARTY'S NEGLIGENT ACTS C ERRORS OR OMISSIONS. IN THE CLAIMS LOSS( DAMAGES OR EXPRESSES ARE CAUSED BY THE DWG) JOINT OR CONCURRENTNEGLIGENT OF THE CLIE AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGEN s 4A 1 -1411-- i YA20----------------�-------^—.----------------------------.—.,., —, ----------- ----------------------- 1 — - •, _ _ --^ -- ------------------^^--; __ _._�1=� ----- ___............ - _== ----------------------1 ---------==-- - --� 1 I I I I �� I I I I I Oj I j I A2.0 I I I I I I �•,.,,,�1 .- 1 �� I I I I I II I I I I I -411 11 I _ ---------------- L ---------- ----- _-____-L.______,_.._ __-_-_____ � J I I I I I IAA I A2.0 I A2.0 A2.0 I ( I I 4'-10211 7'-113x11 2'-�I g I ii i II I I LI I U I I I 100 OI I I 0 I I I I 1 100 El I I I I I I I m 1/X�\ / If i i 3 Ii- 1A2.0 I O \ 0j. I (:D �� I I I 11 1 1 I I I I I tV I I I I � LJ I I ' - I � I I I II l._......._..._ 411 - �Nrr- i I -0" FIN. FL. II � -, I I II II Tn 1 I (n9 --1 __...__...._........__.1.__ I 4 CONC, SLAB W/ xG HA x W1.4 WWF (OR FIBERNES 1) 0 6 MIL VAPOR BARRIER ON CLEAN WELL I - i I :............_._.__ __�1-- _.....__....-.I..... - COMPACTED TERMI"I E TREATED FILL. I r-3— III 63/411 1 I 1 L------ ----------------- .-- --- ------------ - - ---- -- �� ---- �� ---- . _� I IBM— _.. _ _ _ ---------- ---1---- — II ii it ' II 11 4 IA II 1 1 11 A2.0 A2.0 I I I II II I I II II I r---.-.-.-----------------------� I I ___------------------------ I t rµ-- _------•-------------� t I --,_,---------------------- �I I I I� ��_��-------------------- J J � I I I I r ----------------------------- L ' -- tI I..______________- I L- _______8_ -_0_______- 3/4 _ II -0 3/411 _II -0 �i II fou nd tion plan cale=1/4:12 41-4" " Ill—all 41-4" © copyright$ 2018, Zachary miller 401.011 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. Emu r 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 106mph Risk Category II Exposure C GCpI F/- 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 f Cladding -SEE TA13LE ON INDEX NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. NOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #04150q CERTIFICATE AUTHORITY tt0000g855 DATE NUT VALID 11ITI-Wr RAISED SEAL AND SIGNED BLUF/ ' DESIGN / BUILD miller constuction services FL reg, CBC1251569 8241 via Bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER molyet engineering FL reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet �MP��I��Uf•m�1�-18 t1 ,SHEET TITLE SHEET Foundation P„lan A2.0 STRUCTURAL NOTE; - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE 'TO BE SIMPSON STRONG --FIE MT512 WITH I4 -IG 1/2"FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO E SIMPSON STRONG -TIE HETA20 WITH 16-IOdxl 1/2"FASTENERS LATE® DOUBLE 2X4 P.T. TOP PLATE-11— SP2-STRAP 2X4 HEADER TO JACK /� GENERAL NOTES USE MULTIPLE JACK 2x4 STUDS ON - THE STANDARD CARE FOR ALL PROFESSION OPENINGS GREATER THAN 6'-0" SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WILL BE THE SKILL AND CARE USED BY MEMBERS OF .. CONSULTANTS PROFESSION PRACTICING UNDER 2X4 P.T. BASE PLATE SIMILAR CIRCUMSTANCES AT THE SAME TIME P IN THE SAME LOCALITY. CONSULTANT MAKES 5.5 X1 .0 DIA. A.D. WARRATIES, EXPRESSED OR IMPLIED, UNDER T1 WITH 2" DIA, AGREEMENT OR OTHERWISE IN CONNECTION WI WASHERS (TYP.) 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 CUSSES DAMAGES AND EXPENSES INCLUDING REASONAI ATTORNEY'S FEES -TO THE EXTENT SUCH CLAIN LOSSES DAMAGESOR EXPENSES ARE CAUSED E THE INDEMNIFYING PARTY'S NEGLIGENT ACTS C ERRORS OR OMISSIONS. IN THE CLAIMS LOSS( DAMAGES OR EXPRESSES ARE CAUSED BY THE DWG) JOINT OR CONCURRENTNEGLIGENT OF THE CLIE AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGEN s 4A 1 -1411-- i YA20----------------�-------^—.----------------------------.—.,., —, ----------- ----------------------- 1 — - •, _ _ --^ -- ------------------^^--; __ _._�1=� ----- ___............ - _== ----------------------1 ---------==-- - --� 1 I I I I �� I I I I I Oj I j I A2.0 I I I I I I �•,.,,,�1 .- 1 �� I I I I I II I I I I I -411 11 I _ ---------------- L ---------- ----- _-____-L.______,_.._ __-_-_____ � J I I I I I IAA I A2.0 I A2.0 A2.0 I ( I I 4'-10211 7'-113x11 2'-�I g I ii i II I I LI I U I I I 100 OI I I 0 I I I I 1 100 El I I I I I I I m 1/X�\ / If i i 3 Ii- 1A2.0 I O \ 0j. I (:D �� I I I 11 1 1 I I I I I tV I I I I � LJ I I ' - I � I I I II l._......._..._ 411 - �Nrr- i I -0" FIN. FL. II � -, I I II II Tn 1 I (n9 --1 __...__...._........__.1.__ I 4 CONC, SLAB W/ xG HA x W1.4 WWF (OR FIBERNES 1) 0 6 MIL VAPOR BARRIER ON CLEAN WELL I - i I :............_._.__ __�1-- _.....__....-.I..... - COMPACTED TERMI"I E TREATED FILL. I r-3— III 63/411 1 I 1 L------ ----------------- .-- --- ------------ - - ---- -- �� ---- �� ---- . _� I IBM— _.. _ _ _ ---------- ---1---- — II ii it ' II 11 4 IA II 1 1 11 A2.0 A2.0 I I I II II I I II II I r---.-.-.-----------------------� I I ___------------------------ I t rµ-- _------•-------------� t I --,_,---------------------- �I I I I� ��_��-------------------- J J � I I I I r ----------------------------- L ' -- tI I..______________- I L- _______8_ -_0_______- 3/4 _ II -0 3/411 _II -0 �i II fou nd tion plan cale=1/4:12 41-4" " Ill—all 41-4" © copyright$ 2018, Zachary miller 401.011 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. Emu r 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 106mph Risk Category II Exposure C GCpI F/- 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 f Cladding -SEE TA13LE ON INDEX NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. NOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #04150q CERTIFICATE AUTHORITY tt0000g855 DATE NUT VALID 11ITI-Wr RAISED SEAL AND SIGNED BLUF/ ' DESIGN / BUILD miller constuction services FL reg, CBC1251569 8241 via Bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER molyet engineering FL reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet �MP��I��Uf•m�1�-18 t1 ,SHEET TITLE SHEET Foundation P„lan A2.0 a" CMU WALL MAIN HOUSE 5/8- THICK CEMENT PLASTER STUCCO FIRST FLOOR - PRE -CAST CONC. 1307 LINTEL . 'v P.T. 2x8 WOOD JAMB ANCHOR d ' TO BLOCK W TSP X a' LC. A.B. ' 0 TOP, BOT O 24' O.C. v CORNER BEAD FRONT PORCH CORROSION RESISTANT 203 TOOLED DRIP EDGE REAR PORCH P.T. )x2 TRIM 133 VINYL MOLDING - GARAGE W/ INTEGRAL CASKET 512 STUCCO FINISH BEYOND BREEZEWAY SECTIONAL GARAGE _DOOR TRACK lal S.F. 1_lEAD SECTIONALS GARAGE DOOR - 102q .SECTIONAL GARAGE DOOR TRAGIC P.T. 1x2 .TRIM GRAND TOTAL JAMB ANCHOR - PO . - . TOT2XOWOD"P X 1' LG. A.B. W O 24" O.C. TCWBOTT, j5 VERT. GROUTED a D - . CMU CELLS PER PLAN - 6/8' THICK CEMENT. - - .PLASTER STUCCO CORNER BEAD - CORROSION RESISTANT "J' SCREED VINYL MOLDING W/ INTEGRAL GASKET " JAW GARAGE FLOOR - .70 SLAB . DOOR TRACK BEYOND SECTIONAL GARAGE - DOOR %tam CASKET SEAL 1/2" EXPANSION JOINT DRIVEWAY SEE CIVIL FOR OMPOSInON). .. DESIGN STA- El EXTERIOR INTERIOR STUCCO FIN. This structure has been designed to comply BEYOND / with FLORIDA BUILDING CODE 6th EDITION (2017) he Design Parameters are: Vult 0 d d .. G 140mph Vasd IOSmph Risk Category II .4 —III—III— ° II—I Garage Door. Details SCALE: 1 1/2"=I'-0" WO TRIM BOARD AS NEC. 3/4' T♦G PLTWD. ON la' D plppD NOSING WOOD TREAD FLR, TRUSSES IXIO Z( FIRE STOP TRIM BOARD , f RATED AS NEC. I 4' M 11/ ' MI I I STAIRS Ix YYJOD RISER 2 HARDWOOD TOP RAI 2 10' NOSING (2 2x12 BWTLJULIUI1 l2rA. \ ) TYPICAL STRINGERS (900) 526-6283 0 OR EQUAL, AT 4--0- O.C., MAX. 2c awq (0) ~ WLU5TER5 5PACED STRINGERS AT 4 3/4' O.C. MAX.FF 3 I/2' GTP. BOARD OVER 211 STRINGERS METAL RANGER P:r. 2x4 NAILER - 1/2' GYP. BOARD OVER 2x FIRE STOP At PERInETER aF 5TAIR AT WALL - .AWWORED TO 2< STRINGERS (TYP.) O. RATED STAIRS WOO DE'LKFt O. - Stair Detail Stair D Olmafli Handrail Detail SCALE: 1 V2`=11-011 -0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"4-011 -0" SP2-STRAP 2X4 HEADER TO JAC P. E. TRUSSES 7nniE 2X4 P.T. TOP PLATE VHETA16 SP2-STRAP 2X4 HEADER TO JACK 2X4 TTP.16" O.C. ()x HEADER USE MULTIPLE JACK 2X4 STUDS ON OPENINGS GREATER THAN 6'-0" SPI 2X4 P.T. BASE PLATE 5.5"XI/2" DIA. A.B. 0 32" O.C. WITH 2" DIA. WASHERS (TYP.) NT. BEARIN SCALEI/211 =1'-0" (FILE: .DWG) ARCHITECTURAL SHINGLES ON 30# FELT 1/2" DRYWALL ON P,T. Ix / VAPOR BARRIER ON I/2" PLYWOOD OVER 0 FURRING STRIPS © 16" O.C. WOOD TRUSSES @ 24" O.C. W/ R-4.2 INS. ON C.M.U. SEE PLAN 12 HETA16 HURRICANE (TTP I SE ---------------------------- W---- ® 161- 0" X 7'-0` OVERHEAD\ / — — — _j I I - 2 Car Garage �CONC, - 10 -0 CLG. - 51-511 I 5'41 Breezeway CONC. 10'-0" CLG. W-411 -4'' 5' 5' -8" 3'-211 8'-2° U0 0� �� U 3 CL [>a I Ld . az rl� 10'-0' CLG. I R. Porch CONC. �- 0 10'-0" CL -1. AREA TABULATIONS MAIN HOUSE U^ FIRST FLOOR - A/C 1307 S.F. SECOND FLOOR - A/C 4Oq S.F. TOTAL SQ. FT. - A/C 171(o S.F. FRONT PORCH 203 S.F. REAR PORCH 133 S.F. GARAGE 512 S.F. BREEZEWAY lal S.F. TOTAL SQ. FT. 102q S.F. GRAND TOTAL SQ. FT. 2715 S.F. Oq-0>-19 15'-4'1 7141 71-511 QUEEN i I Master Bedroom #5 VERT. GROUTED CMU PLAN R=30 INSULATION MINIMUM I = 68 ' - WOOD TILE CONNECTOR PER () ��, "' 10'-0" CLG. Xt CELLS PER PLAN ENGINEER ` -X., _ SEE ELEVATION i - I 308OPK1" 12'-0"x5'-0" SGD P.T. Ix 5/8 GYP. BOARD AT CEILING = r-� 1 11 1-5 11 I I SXSX16 C.N.U. KNOCK -OUT BLOCK uT I - METAL DRIP OVER REINF. W/I-#5 CONT. — — - � 71 - - ALUM. FASCIA - _ SEE ELEVATIONirn ALUMINUM CONTINUOUS VENTED SOFFIT (SOLID t P.C. LINTEL W/ I # 5 I I i TI - u - SOFFIT @AREAS TO BE - N I "; In �I 7/8 STUCCO ON NTL. L. INDICATES #5 ROD DOWELS VERT. �, 1 I� cn ❑ �D _ nm _I--_- =- - (-u= ------ - _.. WOOD-rl SPRAY FOAM INSULATION 1 - z - -- �-- — LATH OVER BUILDING IN BLOCK CELLS CONTINUOUS I ��} n iz = II �r u FROM FOOTING. REINFORCEMENT rn _ irn o 10 -0 C _ WRAP ON I/2" PLYWD 5/a STUCCO FIN: OVER TO CONC. BOND BEAN ABOVE. Ii� I I 3P0i ( I m C.N.U. WALL rYP. 11 1� U OVER 2x WD. WALL ( ) FILL CELLS WITH CONCRETE, (SEE STRUCTURAL STUDS (LAP WRAP OVER I" X 3" P.T. WINDOW/DOOR BUCK -r DWGS.) 0-) C.M.U. MIN. 811 ANCHORED TO BLOCK W/ I-3/8" ;1 8" U -SHAPED PRECAST LINTEL OVER I i Itchen - C Q ) " D - D 'FILE T -NAILS @ 6 O.C. OR 2"X P.T. I #k I I 1 " (i . ALL OPENINGS W/ (I) 5 IN EACH. �. - 10 -0 CLG. , � c� � WINDOW/DOOR BUCK ANCHORED I. I I _ - I o0 1 /2" DRYWALL ON P.T. 1 x To BLOCK W/ 3/16" DIA. X 3" — I WINDOW UNIT I I ?M o - = IZ3- FURRING STRIPS ® 16" O.C. TAP CON SCREWS @ 12" O.C. I = - KC). �_ LIN W/ R-4.2 INS. ON C.M.U. PRECAST NF L BY 5"X5"X16" CON RETE BLOCK WALL I I - i 55 — - S - - -- X I: PR G W/ DUR 0 WA ERTI AL RE- I _I Dz INFORCEMENT EV Y 3211 O.G. — a #5 VERT. GROUTED CMU -fir= I I I n�j - . Q 10-_ o -G .G-- X I R 4.1 INSULATION BLOCK WALLS r I cl' O T L n Q' �`' H, E . CELLS PER PLAN I LLl___--__ I _ _ -- _-- l - ,t. _ _. F. _ _ , .. _ x 1/2 DRYWALL 0 R IX FURRING STRIPS OVER CMU. P.T. IX uT Q i i c, - _ u 288 P _'F _ 'v k, � dP GRADE- _ l I w& 0'-0" FIN. FLR. ! I a 4 v — . - - =I I STORAGE rY I 10 -0'� CLG. I ac I �, _ 1 ., .. _ .. _..:..,.;. ,.. V,rr:•... =III— — _.. _ _''. --1.� �, AB VE �r ; 01 L--------- -----------J — <r —, -roc ••� x -;tc ; I 0 A I r rt --rr ;rr r r � r,-. rrr; , -,rrr -r I )- I- IR I S =1TI—` 1I� ,_ - II 11 1 I—I � Tib�_=TI..�-1I).-�T-rt�=�''�L�E SLAB W/ 6X6 I _ 1 Its W.W.N. (W/ FIBERMESH �l I I I� I i I TIrrT1T1.I . _� I I I,�i I -M 1T� �i TI it 5/8° STUCCO 7/81' STUCCO ON MTL. �jLcill=III=I�I= 1=111 -W-W:-OPTION) ON 6 NIL VAPOR 306 SH 30605H 306 SN 30 OFX 30`OFX rI—rl I—L TI BARRIER OVER WELL �- — — — — -'�- —J OVER CMU LATH OVER BUILDING -jT(-=�=�[(� -- ►I �T- �T- -4" WRAP ON I/2" PLYWD, 1TI=Tr 11[ 1 I �= TTl �T)--111 COMPACTED TERMITE TREATED— II1=1TIIC TSI I .IT( TTS—' FILL. o =M=1Tf--�-TI��T1T Y I I-=TiT -�� OVER 2x WD. WALL (=[TIS 1> = s r_ I` j -2/2 3'-411 3 -4" 6 V2 6'-V" 61 511 _ STUDS LAP WRAP OVER1 Tf.: STI EE FouNDAT1oN 2 2 " ,I a + -III LAN FOR FOOTING �� =1Tf -I 1�- .. a, .: : III I I_ C.M.U. MIN. a) 1-=T -T� ! �. —111 DETAILS TT Front Porch IEl ❑ WOOD TILERSE❑ �ir-=r--i:g— 1 7o k777 ! ` I i- - 101-0" CLG. BLOCK/FFiAiVI INTENTION T_T1!-_';rT�-��rI®N L-----------------� �I — — — — — — — — — — — — N SCALE:I 1/2"=1'-0" SCALE:3/4° ' =T =T II first floor Ian © copyright 2018, zachary miller. L _ _ _ _ _ _ _ _ _ scale= /4:12 '� y I', I- '� ,1' , p y '� I' p I '� p y ' 4" II'_5ll — 5' -UI' III -511 41-411 designer hereby expressly reserves his co ri ht and other ro ert rights in these lans, these laps and drawings are not to be reproduced chan ed or copied in an f ��ma e 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 41 STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE 51MPSON STRONG -TIE NTS12 WITI-I 14-10dxl 1/2 "FASTEN ERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE "FO BE 51MPSON STRUNG -TIE HETA20 WITH 16- l0dxl 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 10 THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING PARTY'S NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMACES 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. • l :11 DESIGN /, BUILD miller constuction services FL reg. CBC1251569 8241 via Bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER engineering FL reg. PE04-1509 1060 e: industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet Comments 10-19-18 �HEET TITLE SHEET /Floor Plan DATEA2. NOT VALID HITH0JT RAISED SEAL AND SIGNED BLUE - / y c U^ rM UL MIN .70 0 %tam Ptovwlwnlit DESIGN STA- El This structure has been designed to comply / with FLORIDA BUILDING CODE 6th EDITION (2017) he Design Parameters are: Vult 0 140mph Vasd IOSmph Risk Category II pop 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 (D All other areas 40 Roof Live Load 10 f Components Cladding -SEE TABLE ON INDEX NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #04150q CERTIFICATE AUTHORITY #OOOOg855 / �HEET TITLE SHEET /Floor Plan DATEA2. NOT VALID HITH0JT RAISED SEAL AND SIGNED BLUE - / y c 2X10 #2 SYP (2" LARGER THAN RAFTERS) W/ (3) 16d FOR 2X6, (4)169 FOR 2X8, (5) 16d FOR 2X10, (6)164 FOR 2X12 2X #2 SYP RAFTER W/ SIMPSON A34 @. RIDGE BD. & LATE (SEE ROOF PLAN FOR SIZES) 2X10 RIDGE (2" LARGER THAN RAFTERS) TYP. VALLEY FRAMING EXIST. ROOF SYSTEM AND ROOF STRAPPING DRILL 6" INTO EXIST. LINTEL, EPDXY &. DRIVE #5 & BEND VERT., 25" LAP REQ'D. SPLIT FACE OF BLOCK C9 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 DOWELS —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. 16d © 12 O.C. 16d @ 12" O.C. ><ADD 2X4 FULL NGT. .ADD 2X6 TRUSS WEB @ FULL HGT. 24" O.C. TRUSS WEB @ 24" O.C. 5'-0" TO 10'-0" HGT. 10'-0" TO 14'-3" HGT. MODIFICATION OF GABLE END TRUSS WEBS P.E.TRUSS 'FRISS STRAP (SEE TRUSS LAYOU"F) DBL, TOP PLATE W/ SIMPSON H5 @ EA. STUD TOP — SEE DTL #5 NOTE #8 FOR STUD REQUIREMENTS i- BLOCKING @ MID SPAN 1/2" GYPSUM W/ 5D COOLERS @ 7" /C SIMPSON 115 @ EA. SrUD BOTT. - 2X P.T. BOTT, PLATE W/ 1/2" X 8" A.B. © 48" 0/C 4" CONC. SLAB W/ 6X6 1.0-10 W.W.M, �-- a---=------a-'--�-- .a 8"D. X 16"W, FTG. W/ �4 (2) #5's CONT. (1 -STORY) 10"D. X 20"W. FTG. W/ (3) #5's CONT. (2 -STORY) TYPICAL INTERIOR BEARING WALL MAXIMUM SPACING OF FILLED CELLS UNGROUTED CELLS THAT CAN RESIST A 100 M.P.H. LOAD WIND (ASCE. 7-88 FIG. 3 = 15' - 20' HGT. = 22.3#) MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS IS 25 P.S.I. - A.C.I. 531 TABLE 10.1 SECTION PROPERTIES 8" PARTIALLY GROUTED WALL = 95.43" (MASONARY STRUCTURES A.C.I.) M = wl /8, S = M/In, 22.31 * X * 12 / 8 * 25 = 95.43" X = 8.45" USE 8'-0" HORIZ. SPACING - 9'-4" CEILING MAX. USE 6'-0" HORIZ. SPACING 10'-0" TO 12'-8" CEILING MAX. USE 6'-0" HORIZ. SPACING - 12'-8" TO 18' CEILING MAX. & ADD LINTEL W/ (1) #5 CONT. @ 9'-4" HGT. (+/- 8") 10'-0" CLG. NGT. 0'_0" fin, fir. _ 4" CONC. W/ 6X6 10/10. W.W.M. FOOTER PIPE THRU ADD (1) #5 25" LAP FOOTER PIPE THRU MONO FTG. DETAIL — (1) RT -18 OR EQUIV. W/ (4) TAPCONS 1/4" X 2" LINTEL CORRECTION FOR MISSED LINTEL STRAP DETAIL I IAAITINI(- "F'I0_UTC EXTERIOR #2 STUDS SIZE STUD MAT'L & 0/C SPACING MAX. HT. 2" X 4" SPRUCE, FIR 24" 0/C 8'-4" 2".X 4" SPRUCE, FIR 16" 0/0 10'-0" 2" X 4" SPRUCE, FIR 12" 0/C TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE 2" X 4" SOUTHERN PINE 24" 0/C 9'-0" 2" X 4" SOUTHERN PINE 16" 0/C 11'-0" 2" X 4" SOUTHERN PINE 12" 0/0 12'-8" 2" X 6" SPRUCE, FIR 24" 0/C 13'-0" 2" X 6" SPRUCE, FIR 16" 0/C 16'-0" 2" X 6" SPRUCE, FIR 12" 0/C 18'-4" 2" X 6" .SOUTHERN PINE 24" 0/C 14'-0" 2". X 6" SOUTHERN PINE 16" 0/C 2 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" -_I 2" X 6" SOUTHERN PINE 12" O/C 1490 2" X 8" SPRUCE, FIR 24" O/C 3 HEADER STUDS EACH SIDE) 6'-0" TO 12'-0" 2" X 8" SPRUCE, FIR 16" 0/C 21'-0" 2" X 8" SPRUCE, FIR 12" 0/C 24'-0" 2" X 8" SOUTHERN PINE 24" 0/C 18'-4" 2" X 8" SOUTHERN PINE 16" 0/C 22'-8" 2" X 8" SOUTHERN PINE 12" 0/C 26'-0" HURRICANE TIE NOTES: SCHEDULE 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 FASTENERS UPLIFT UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A SIMPSON NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 1000. 3. HEADER STUD REQUIREMENT NOTE: NAIL VALUES: SIMPSON 2 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" -_I 5' ROOF EDGE 4'--I 1490 469 3 HEADER STUDS EACH SIDE) 6'-0" TO 12'-0" 1) USE (1) MT312 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL BASED ON "NATIONAL DESIGN SPECS 4 HEADER STUDS EACH SIDE) 12'-0" TO 18'-0"___ 02 2 HEADER STUDS REQ. (1) FULL LENGTH STUD ----------------, a SIMPSON 3 HEADER STUDS REQ. 2) FULL LENGTH STUDS I ------------------- 1890 469 4 HEADER STUDS REQ. (2) FULL LENGTH STUDS i O RIDGE TABLE 8.8c — "NAILS AND SPIKES — 4. BEARING WALL NAIL PATTERN: L-------- -- C�0l �r�\ \� OOi-- 499 (NER 1. PLYWOOD: (FIELD) U:D 8D NAILS @ 12" 0/C IOO O i Ot P� SIMPSON LSTA12 4' 755 OR O.S.B. (EDGE) USE 8D NAILS @ 6" 0 - C L----- ----- _ ----- --1- -'� 8d 103# SIMPSON SPI 2. GYPSUM: (FIELD) USE 5D NAILS @ 10" 0/C I Q ® O 02 (NER) TO HIP GIRDER. (T&B) 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000LB DOWNLOAD) (EDGE) USE 5D NAILS @ 7" 0/C SIMPSON T 5. ROOF NAILING PATTERN: PLYWD OR OSB 5' (NER) (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) 1 ZONE 1 - USE 8D RING SHANK COMMON NAILS @ 12" 0/0 ZONE CHART (26) 10d 1715 2 ZONE 2 - USE 8D RING SHANK COMMON NAILS @ 6" 0/C (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) 3 ZONE 3 - USE 8D RING SHANK COMMON NAILS @ 4" O/C (4) 8d, (4) 8d455 .6. 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" 0/C (NER) # — COMPLIANCE REPORT PENDING 7. SENCO 2 1/4" X .131 & PASELODE 2 1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU (1) 5/8" AB, (12) 16d, (2) 1/2" OF 8D COMMON NAILS. NAILED @ 5" O.C. EDGES & @ 10" O.C. FIELD (NER) 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF @ 24" O.C. UP TO 14'-0" HGT. HTS16 (16) 10d INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF @ 16" O.C. UNLESS (NER) OTHERWISE NOTED. SIMPSON __j HURRICANE TIE INTERCHANGABILITY SCHEDULE BRAND MODEL # FASTENERS UPLIFT COMRL IANCF SIMPSON MTS12 (14) 10d 1000. 413 (NER) NOTE: NAIL VALUES: SIMPSON META16 (12) 1 O x 1-1/2" 1490 469 (NER) 1) USE (1) MT312 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL BASED ON "NATIONAL DESIGN SPECS OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) FOR WOOD CONSTRUCTION FROM SIMPSON HETA20 ( 16) lOd x 1-1/2" 1890 469 (NER) 2) USE (1) META 20 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL TABLE 8.8c — "NAILS AND SPIKES — SIMPSON HUS28 (14) 169, (6) 16d 1550 499 (NER CONNECTION (U.N.O.) 3 USE HUS26 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) LATERAL LOAD DESIGN VALUES" NAIL SHEAR VALUE (Ibs.) SIMPSON LSTA12 (10) 10d 755 443 (NER) 4; USE (3) 16d OR (3) .131 x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK 8d 103# SIMPSON SPI (6) 1Od, (4) 10d 585 499 (NER) TO HIP GIRDER. (T&B) 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000LB DOWNLOAD) 10d 125# 16d 149## SIMPSON SP4 (6) 10d x 1-1/2" 735 499 (NER) (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) SIMPSON LSTA36 (26) 10d 1715 443 (NER) (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) SIMPSON H5 (4) 8d, (4) 8d455 499. (NER) # — COMPLIANCE REPORT PENDING SIMPSON ABU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2200 499 (NER) SIMPSON HTS16 (16) 10d 1260 .413 (NER) SIMPSON L50 (6) 10d 420 443 (NER) USP. AC5 (6) 10d 425 3613 (ICBO) SIMPSON A34 (8) 8d x 1-1/2" 365 4.1.3 (NER) SIMPSON HTS20 (20) 10d 1450 * (NER) SIMPSON SP2 (6) 10d, (6) 10d 890 499 (NER) SIMPSON H4 (4) 8d, (4) 8d 360 499 (NER) building section Q copyright 2018, zachary miller scale: 1/4=12 designer hereby expressI 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 t0 assigned to any party without first obtaining said written permission and consent. I 2nd floor pian scale = 1/4:12 STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL HOOD/HOOD CONNECTORS ARE TO BE SINPSON STRONG -TIE NTS12 WITH 14-10dxl 1/2"FA5TENERS - UNLESS OTHERHISE NOTED, ALL HOOD/MASONRY CONNECTORS ARE 'f0 BE 51NPSON 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 PROPORTION TO ITS NEGLIGENCE. Put I I I ek t r t 0% DESIGN STATEMENT r ucture has been designed to complyRIDA BUILDING CODE 6th EDITION (2017) The Design Parameters are: Vult 140mph Vasd 108rnph Risk Category II Exposure G CCpI +/- 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 BRIAN A. NOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE H ORANGE CITY, FL 32163 PE #04150q CERTIFICATE AUTHORITY #OOOOg855 '�'�DATE�/�NOF VALID WITrIOUT RAISED SEAL AND SIC,NED •��.•::, .. x:::11 DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st. Sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER molyet engineering FL reg. PE041509 1060 e, industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet Comments 10-19-18 4 I 1/2" A.B. @ 48" O.C: 2X8 PLATE CABLE END TRUSS — MAY HAVE TO BE HUGHES RT18112 W/ 14-10d NAILS BOTTOM OF HEADELR ROOF FRAMING MEMBERS (SEE UPLIFT CONNECTOR CHART SCHEDULE LENGTH FOR TRUSS STRAPS) GABLE END MODIFIED (SEE ELEV.) I 8F16 -1T BF20-IT 8F24 -1T 8F2871T 8F32 -1T 8U8 8F8 8FB-2T NAIL SPACING I 8F16 -2T BF20-2T 8F24 -2T 8F28 -2T 8F32 -2T A 2'_10" (34") DOUBLE TOP PLATE ROOF SHEATHING SEE ZONE CHART (2 16d 5332 6569 HEADER 2021 2021 2727 2784 3981 2X4 OUTLOOKER 0 24" O.C. (MAX. END NAILED12" (D3'-6" (42") (2) 2x12 W/ 1/2" CDX FLITCH 2165 2289 3260 4237 5219 1 1257 O.FL) W/ A34 C� 24" O.C. 2165 2215 3165 4125 5091 6061 7036 (:D 4'-0" (48") 7/16" OSB OR CDX PLYWOOD 1878 1989 2832 /C END NAILED 5387 6245 938 938 1878 1925.. 2750 3583 4422 EXTERIOR SHEATHING NAILED 2X4 WIND BRACE © RIDGE 2X4 4-6" (54) PRECAST 1660 1.762 2507 .3257 4010 GA LE 727 & AT 8 FT. O.C. TO 3rd TRUSS 1660 W/ 10d GALV. © 3" O.C. EDGES 2435 3171 3913 WOOD 4 TRUSS PRECAST GABLE END TRUSS 1484 2110 TRUSS PLA E 4010 4648 ROOF 505 2X4 ' BLOCKING _ MAY HAVE TO BE MODIFIED SEE ELEVATIONS 2670 3293 HEADER STUDS (TIED OR WELDED) (70") TRUSS 1272* O 1930 2505 3084 3665 4247 418 418 1272 1/2" TS 2441 3010 3583 4157 1/2" A.B. © 48" O.C. •�'<'. 1141* 1200 2X BLOCKING 2250 2769 3290 3812 w 887 1141 1182 2X4 BLOCKING STAGGERED (� DIA. ANCHOR BOLTS TO BLOCK ON 7'-V (90") PRECAST 959* 912 FULL LENGTH NAIL KE 7" 0/C . NAILS 2797 3240 591 TRUSS STRAP © 48" O.C. ` —, 1466 1907 2351. 2797 3245 I 9'_4^ (112") OR GWB54 801* 612 (SEE TRUSS .LAYOUT) 69 12 1560 1852 2144 2 - 16D EA. END 630 DBL LINTEL W/ 1 #5 EA. 755 1192 1550 1910 2271 2634 NOTE: 10'- 6" (126") PRECAST 716* 498 793 1027 1261 BLOCKING ® 48" O.C. 493 LINTEL 50 COOLER NAILS OR FIRST 3 FRAMING 1389 1711 2034 2358 W/ (1) #5 GWB54 © 7" 0/C SPACES, 96" O.C. 439 696 899 1104 1309 1515. 363 REMAINDER. 666 535 905 GABLE END BRACING L 12'-0" (144") PRECAST 607* (BLOCK CONSTRUCTION) 816 1001 1186 1372 340 HUGHES TP4X W/ 10-10d NAILS @ WALL STUDS & HEADER HUGHES RT18112 W/ 14-10d NAILS BOTTOM OF HEADELR ROOF FRAMING MEMBERS (SEE UPLIFT CONNECTOR CHART SCHEDULE LENGTH FOR TRUSS STRAPS) 8F8 -1T SF12-1T I 8F16 -1T BF20-IT 8F24 -1T 8F2871T 8F32 -1T 8U8 8F8 8FB-2T 8F12 -2T I 8F16 -2T BF20-2T 8F24 -2T 8F28 -2T 8F32 -2T A 2'_10" (34") DOUBLE TOP PLATE 2727 2878 4101 5332 6569 HEADER 2021 2021 2727 2784 3981 5190 6407 7630 8857 (D3'-6" (42") (2) 2x12 W/ 1/2" CDX FLITCH 2165 2289 3260 4237 5219 1 1257 1257 2165 2215 3165 4125 5091 6061 7036 (:D 4'-0" (48") 7/16" OSB OR CDX PLYWOOD 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925.. 2750 3583 4422 EXTERIOR SHEATHING NAILED (D 4-6" (54) PRECAST 1660 1.762 2507 .3257 4010 4767 1 5525 727 727 1660 W/ 10d GALV. © 3" O.C. EDGES 2435 3171 3913 4658 5406 4 5'-4" (64") PRECAST 1393*. 1484 2110 2741 3375 4010 4648 AND 12" O.C. FIELD 505 1393 1437 2050 2670 3293 HEADER STUDS (TIED OR WELDED) (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-8" (78") 20 P.T. WALL STUD W/ (3) 1/2" 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 DIA. ANCHOR BOLTS TO BLOCK ON 7'-V (90") PRECAST 959* 912 FULL LENGTH 1914 2354 2797 3240 591 657 .990 —, 1466 1907 2351. 2797 3245 I 9'_4^ (112") WALL STUDS 801* 612 980 69 12 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 J 10'- 6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 NO CONNECTORS REQ'D 1039 1389 1711 2034 2358 a 11'-4" (136") PRECAST 666* 439 696 899 1104 1309 1515. 363 556 666 535 905 1295 1595 0 L 12'-0" (144") PRECAST 607* 400 531 816 1001 1186 1372 340 494 631 M 818 1209 1514 1799 2086 N 13'-4" (160") PRECAST 500* 340 532 686 641 997 1153 302 398 573 409 682 20 P.T. BOTTOM PLATE 1637 1897 N 14'-0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1.816 1/2" DIA. x 8" ANCHOR BOLTS 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 NR 357 243 352 582 852 1156 1491 1742 PO 15'-4" (184") EMBED 6" MIN. INTO FOUNDATION 228 278 430 553 677 801 925 NR 327 228 329 542 791 1072 1381 1676 17'-4" (208") PRESTRESSED 188 W/ 2"x2"x1/8" WASHERS, LOCATED 361 464 567 670 774 NR 255 WITHIN 6" OF EACH END AND 32" 276 449 O.C. MAX. ELSEWHERE 1121 1389 Mio w HUGHES TP4X W/ 10-10d SIMPSON LSTA12 0 o C NAILS @ BOTTOM OF WALL & BOTTOM OF WALL TO HEADER STUDS GIRDER TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS FT 20 RAFTERS 16" 0/C W/ (2) 16d'S TO RIDGE 20 CROSS'—,,z_— BRACE PRE—ENGINEERED TRUSS 2x4 Il II II II 16" 0/C I i I I i i i i H5 TYP. II II II II I II II II II I II j1 II II II II II II II I I LSTA12 OR II II II II MrS12 26 RIDGE 2x CROSS � i I I i i LSTA12 OR MTS12 BRACING I I I I i i I I TO CROSS BRACE II II II 2x4 OUTLOOKER 24' 0/0 W/ A34 TYP. ® HOUSE END 2x4 DOUBLE TOP PLATE 2X4 STUDS 1.6" O/C DORMER FRAMING DETAIL 2x4 BOTTOM PLATE "HCDPL" METAL HURRICANE CLPS AT 24" 5/8" CDX SHEATHING O.C. OR APPROVED EQUAL (495# U.L. CHIMNEY FRAMING DETAIL 5CALH:3/A" = 0-0" 8 INCH LINTEL SCHEDULE MARK PRE -CAST UPLIFT LATERAL LENGTH TYPE 8F8 -1T SF12-1T I 8F16 -1T BF20-IT 8F24 -1T 8F2871T 8F32 -1T 8U8 8F8 8FB-2T 8F12 -2T I 8F16 -2T BF20-2T 8F24 -2T 8F28 -2T 8F32 -2T A 2'_10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 (D3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 (:D 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925.. 2750 3583 4422 5264 6110 (D 4-6" (54) PRECAST 1660 1.762 2507 .3257 4010 4767 1 5525 727 727 1660 1705 2435 3171 3913 4658 5406 4 5'-4" (64") PRECAST 1393*. 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 (TIED OR WELDED) (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-8" (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 ON 7'-V (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 .990 1029 1466 1907 2351. 2797 3245 I 9'_4^ (112") PRECAST 801* 612 980 69 12 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 J 10'- 6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 a 11'-4" (136") PRECAST 666* 439 696 899 1104 1309 1515. 363 556 666 535 905 1295 1595 1896 2198 L 12'-0" (144") PRECAST 607* 400 531 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 N 13'-4" (160") PRECAST 500* 340 532 686 641 997 1153 302 398 573 409 682 1004 1367. 1637 1897 N 14'-0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1.816 0 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 NR 357 243 352 582 852 1156 1491 1742 PO 15'-4" (184") PRESTRESSED 228 278 430 553 677 801 925 NR 327 228 329 542 791 1072 1381 1676 17'-4" (208") PRESTRESSED 188 236 361 464 567 670 774 NR 255 188 276 449 649 874 1121 1389 M r-------------------------------------------------------� - I I I 6:1 2r* I I ------------------------------------------------- TIIF � Q Ili tali I plI Ilc', �,II cv �I I I- A 6'12 6:12 ; hili IIQ SII I uW-t -LI IIS UII IID SII IIS SII IIS SII 1= QI I II`� II I I I I I LOCK SEAM DORMER FLASHING STRUCTURAL NOTES - UNLESS OTHERVIISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMPSON STRUNG—TIE NTS12 WITH 14-10dx1 1/2"FASTENERS — UNLE55 OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG-"rIE HETA20 WITH 16-10dx 11/2"FASTENERS 7 -CLEAT •- OR EQ. FLASHING PRIOR TO SHINGLING 00or — —F ----------------- - - - - ---- � __ --_ ---- ------_-----------1� A _- 11 DESIGN)I GENERAL NOTES * REDUCE VALUE BY 25% FOR FOR GRADE 40 FIELD REBAR. I - THE STANDARD CARE FOR ALL PROFESSIONAL C,� SERVICES PERFORMED OR FUNRISHED BY - ALL LINTELS TO ARE BE 81`16-1T/18GENERAL NOTES 6:12 CONSULTANT UNDER THIS AGREEMENT WILL BE FLITCH B_E_Af'I ------------------------------ I�� THE SKILL AND CARE USED BY MEMBERS OF THE ' I CONSULTANTS PROFESSION PRACTICING UNDER . FRAMED ROOF SIMILAR CIRCUMSTANCES AT THE SAME TIME AND GABLE TRUSS WITH IN THE SAME LOCALITY. CONSULTANT MAKES NO TRUS WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS AGREEMENT OR OTHERWISE IN CONNECTION WITH .': CONSULTANTS SERVICES. - CLIENT AND CONSULTANT EACH AGREE TO THERMO—PLY IV STRUCTURAL GRADE (RED) "SIMPLEX" INDEMNIFY AND HOLD OTHER HARMLESS AND STIRRUP W/2 1/2' LEG EXTENSION PAST BEND. (TYP) 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT -5000 PSI THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE ', . M ATTORNEY'S FEES TO THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING PAR rY'S NEGLIGENT ACTS OR DIVISION, ADRIAN MICHIGAN. AND INSTALLED ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE 2.2 REINFORCING BARS: JOINT OR . CONCURRENTNEGLIGENT OF THE CLIENT 1/2" GYP: BOARD AND CONSULTANTTHEY SHALL BE BORNE BY PER-MANUF. SPECIFICATIONS. EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. 7 -CLEAT •- OR EQ. FLASHING PRIOR TO SHINGLING 00or — —F ----------------- - - - - ---- � __ --_ ---- ------_-----------1� A _- 11 6:12 I I I I I I I I I I I I I I I --------------- 6:1�� V DESIGN)I * REDUCE VALUE BY 25% FOR FOR GRADE 40 FIELD REBAR. I C,� - ALL LINTELS TO ARE BE 81`16-1T/18GENERAL NOTES 6:12 6:1�2j�%� FLITCH B_E_Af'I ------------------------------ I�� 2" x 4' OUTLOOK AT 24" O.C. 2500 PSI CONC. FILLI) CODES: (CONCRETE PLACED IN FIELD) 1.1 FLORIDA BUILDING CODE I CON . FRAMED ROOF GABLE TRUSS WITH 2) CONCRETE: TRUS S AT 24" O.C. DROPPED TOP CHORDSTD 180' HOOK @ EACH END OF 2,1 CONCRETE CONPRE551VE STRENGTH AT 28 DAYS: 1 THERMO—PLY IV STRUCTURAL GRADE (RED) "SIMPLEX" 1 STIRRUP W/2 1/2' LEG EXTENSION PAST BEND. (TYP) 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT -5000 PSI SHEATHING, A5 MANUF. BY PRODUCTS ', . M 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 P51 DIVISION, ADRIAN MICHIGAN. AND INSTALLED 1 ' ;' I 2.2 REINFORCING BARS: 1/2" GYP: BOARD PER-MANUF. SPECIFICATIONS. " �I <r I 1 I 7/32' STIRRUPS AT 4'-0' c -c 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TINE OF FABRICATION ASTM A615 (GRADE 60). 2,2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). NAIL BOTTOM CHORD I (TIED OR WELDED) 2.3 PRESTRESS STRANDS ASTM A4I6 7 -WIRE 2" x 4" STRUTS AT 48"O.C. W/ 10d NAILS AT 6" O.C. --" 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. NAILED W/ 3-16d NAILS 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. L ---------- AT EACH END 2" x 8" P.T. PLATE W/ 1/2" x 8" 1 4 " 1 3) MASONRY, ANCHOR BOLTS AT 32" O.C. MIN. MIN. 3.1 DESIGN AND CONSTRUCTION. SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL 2" x 4" BLOCKING AT 48" O.C. WITH 2" DIA. WASHER 6 CONCRETE MASONRY ASSOCIATION AND AGI 530. 3.2 MINIMUM MASONRY UNIT STRENGTH: Vm 1250 PSI. SECURED TO TOP OF BOTTOM 8" C.M.U. WALL NOTES: 3.3 MORTAR SHALL BE TYPE S. CHORD OF LAST FOUR TRUSSES I. MINTES; N CA_YERAGE OF STEEL - 1.5" 4) STRUCTURAL, TYP G A B L I END DETAIL I E E 2. NIN. BEARIffvvG REQUIRE[) Ar EA. END - 4° 4.1 SAFE. LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8 ' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FBC . L TYPICAL LINTEL .SECTION SCALEI/211 =11-0" (FILE: DWG) PRECAST CONCRETE NOTE: IT 15 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 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 ©copyright 2018, zachary miller CONSTRUCTION, designer hereby expressly reserves his copright and other ,property rights in these plans, these plans and drawings are they to not to be reproduced, changed or copied in any form or manner to first whatsoever without first obtaining the express written permission and consent of zachary miller nor are assigned any party without obtaining said written permission and consent. 6:12 I I I I I I I I I I I I I I I --------------- 6:1�� V roof plan = 1/4:12 I I I I I I I DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via Bonita St. Sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER ur lyli leerlr lcy, FL reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet Comments 10-19-18 I C,� 8" FLITCH BEAM I 6:12 6:1�2j�%� FLITCH B_E_Af'I ------------------------------ I�� __8_"_ _ 1 --------- ---------- L____8" FLrr L --------- _-_ H BEAM ---� _- roof plan = 1/4:12 I I I I I I I DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via Bonita St. Sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER ur lyli leerlr lcy, FL reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet Comments 10-19-18 ARCHITECTURAL SHINGLES ON 304 FELT VAPOR BARRIER ON 1/2" PLYHOOD OVER WOOD TRUSSES @ 24" O.C. SEE .PLAN 12 HETAI6 HURRICANE (-rrP.) CONNECTOR PER Pia R-30 INSULATION (MINIMUM) ENGINEER SEE ELEVATION I I.' - — 2X LEDGER WITH HU26 AT `�' 5/6" GYP. BOARD AT CEILING EA. TRUSS — 6X5X16 C.M.U. KNOCK -OUT BLOCK METAL DRIP OVER iREINF. H/I-#5 CONT. N ALUM. FASCIA EXT. DRYWALL FINISH OVER :I. P.E. TRUS5 _L_�` _ _ _ SEE ELEVATION ALUMINUM CONTINUOUS i is CEMENTUOUS SIDING OVER VENTED SOFFIT (SOLID SOFFIT @ AREAS TO BE 2X10 FLITCH BEAM SPRAY FOAM INSULATION) 1 i SIMPSON MT512 I` IF CEMENTUOUS TRIM i 1 OVER 4X4 HD. COL. T iV/1 — �\ 8"XB1'X16" CONCRETE BLOCK WALL W/ DUR-O-HAL VERTICAL RE- 1 yg INFORCEMENT EVERY 32" O.C. e � R 4.1 INSULATION @ BLOCK HALLS 1/2" DRYWALL OVER IX FURRING STRIPS OVER B" CMU. N HOOD BASE I ,II SIMPSON ABU44 L111 '-0" FIN. FLR. ' ' 'v. TaiT�-1 1=rrr .414 1• r ' .•. • ,.•w' IT.. a a .a'te—•9�"'. •4rr a. mac—4 CONCRETE —REic-T- E 5LAB W/ '1X6 ' *r riI r([-rGRADE rr10/10 W.H.M. (H/ FIBER ES TT— FOPTION) ON 6 MIL VAPOR BARRIER OVER WELL �: COMPACTED TERMITE TREATED ! '��ff�l If� I -rFILL. f(--ICr 11 _ - f T 4 4. SEE FOUNDATION ,., l�T(Tj. 0.4 PLAN FOR FOOTING (� • Ll, -A . % �-" �.. ' DETAILS 69 •e q• 4`y. d " ....I :111•=TTi �i=T(-� � r T% �-�-� PORCH WALL SECTION 1TI -1 I Z_i 1=7111=I r SCALE: 3/4' 1'-0' r7 21'4" _l SHINGLE LOADING 140 rn.p.h. WIND 12 EXPOSURE B 6 4-3/16" HEEL BRG.-� W 4D 12 16" OVERHANG, W PLUMB CUT TYP CAS �RU�.� E D Q ALL BEAMS BY OTHERS C� 0 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 W � — 0'-0" HEIGHT 12) HUS26 Z 12) HUS26 - 0'-0" HEIGHT 12) HUS26 >_ 12) HUS26 - 0'-0" HEIGHT 12) HUS26 < 12) HUS26 CL - o' -o" HEIGHT 12) HUS26 0 U ROTE U IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR Q ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES (D TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS • — ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT I— -+--) AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE Q MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. Z � --- 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 Z >) BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. w WARMNIS CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING ------- CD I TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE • — REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO Z 0-) PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND W 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 Q 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. 0 0 ATTENTON CD r; Q �J APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. •� VERIFY SPANS, PITCHES, OVERHANGS, HEELS LTJ ( AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. U� TRUSSES WILL BE BUILT PER THIS LAYOUT. W U ROOF F OUR_ co -_j CCU—SPAN -TR U CO3 W 0 40/-311-1440 / ,-.`86 J';> 551 -/1901 U� 4--' I.ONCWOOD / 01'NOND BEACH / MA SCOT [[. CUSTOMER NAII I ER CO STRUCTO `�— JOB NAME VOLTO I E LORENZ RES. THIS LAYOUT SUPERCEDES ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR THIS PROJECT, ----ILOT/BLK/SUBDIV Q 214 ELM AVE CR E L • J/ I `I- / 1 0 > SCALE DATE DRAWN BY JOB NUMBER 6-18-1 SMC 21035 DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st. Sanford, fl 3277-1 Phone: 407-792-3955 contact: Zachary Miller ENGINEER molyet engineering FL reg. PE041509 1060 e. industrial suite W. orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet Comments 10-19-18 G1 GE G1 N 01 GE 11 4" 31 CO F1 A I I , 2 2' I 2' 2'2' I 2 5 I I Q 2, I 2' 2' I i I 2' 2' A5 I 2' I ' 14'4"12 I 10'8'12 2' 2 I 4__ 11'8"811'8"8 2' A4 2' A4 I 1 II ------n ' 2 _00 i I 2' i 1'4" A3 ( L4 nandl - 2 0 � i i B3 ( ) II II 2' I r, ►I 2' 2' 25'1rr8 1,4" A2 ( ) ' 1'4" 1 4 i B 2 , 2 1 4» I I 114" 1'2" Al 3 1 ' I I own A8 R 70M Q bi w J J I I I E1 GE I I I li-}- ��---•- 11'8" I I i-------8' ------ --III--•- --------- 11'8"-----------—"� I I , - - 40' ' SHINGLE LOADING 140 rn.p.h. WIND 12 EXPOSURE B 6 4-3/16" HEEL BRG.-� W 4D 12 16" OVERHANG, W PLUMB CUT TYP CAS �RU�.� E D Q ALL BEAMS BY OTHERS C� 0 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 W � — 0'-0" HEIGHT 12) HUS26 Z 12) HUS26 - 0'-0" HEIGHT 12) HUS26 >_ 12) HUS26 - 0'-0" HEIGHT 12) HUS26 < 12) HUS26 CL - o' -o" HEIGHT 12) HUS26 0 U ROTE U IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR Q ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES (D TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS • — ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT I— -+--) AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE Q MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. Z � --- 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 Z >) BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. w WARMNIS CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING ------- CD I TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE • — REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO Z 0-) PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND W 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 Q 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. 0 0 ATTENTON CD r; Q �J APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. •� VERIFY SPANS, PITCHES, OVERHANGS, HEELS LTJ ( AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. U� TRUSSES WILL BE BUILT PER THIS LAYOUT. W U ROOF F OUR_ co -_j CCU—SPAN -TR U CO3 W 0 40/-311-1440 / ,-.`86 J';> 551 -/1901 U� 4--' I.ONCWOOD / 01'NOND BEACH / MA SCOT [[. CUSTOMER NAII I ER CO STRUCTO `�— JOB NAME VOLTO I E LORENZ RES. THIS LAYOUT SUPERCEDES ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR THIS PROJECT, ----ILOT/BLK/SUBDIV Q 214 ELM AVE CR E L • J/ I `I- / 1 0 > SCALE DATE DRAWN BY JOB NUMBER 6-18-1 SMC 21035 DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via bonita st. Sanford, fl 3277-1 Phone: 407-792-3955 contact: Zachary Miller ENGINEER molyet engineering FL reg. PE041509 1060 e. industrial suite W. orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet Comments 10-19-18 ARCH I TECTUF OVER 30 ALUI" CEMENT CEMENT ARCHITECTURAL SHINGLES OVER 30# FELT. ON" PLYND: ARCHITECTURAL SHINGLES OVER 30# FELT ON �" PLYND. ALUM SOFFIT AND DRIP EDGE 10'-0"- CLG. _NGT. 8'-0'' HD. HGT. CEMENT BOARD TRIM 0'-0" fin, flr.� ARCHITECTURAL SHINGLES right elevation scale: 1/4=12" ARCHITECTURAL SHINGLES OVER 30# FELT ON PLYND. ARCHITECTURAL SHINGLES OVER 30# FELT ON PLYND. ALUM SOFFIT AND DRIP EDGE 10'-0" CLG. NGT B'-0" HD, HGT, CEMENT BOARD TRIM 0-0" fin. fir. 8'-0" 2ND FLR CCLG. _ 7'-0" 2ND FLR HP. -W., OVER 30# FELT ON �" PLYND. CEMENTUOUS SHAKER SIDING ALUM SOFFIT AND DRIP EDGE . 10'-0" CLG. HGT. � f V-0" HD. NGT. CEMENT BOARD TRIM CEMENT BOARD LAP SIDING 01-011 fin, f lr: ��Mjffl V-0" 2ND FLR CLG. HGT. 7'-0" 2ND FLR HD_ NGT. ARCHITECTURAL SHINGLES 12 OVER 30# FELT ON " G PLYND. Cl CEMENTUOUS SHAKER SIDING ALUM SOFFIT AND DRIP EDGE _?9T _ 10-0" CLG. NGT. 10'-0" CLG. HGT. DRP DG1^ SOFFIT AND B'-0" HD. HGT. CEMENT BOARD CEMENT BOARD TRIM -4 TRIM CEMENT BOARD LAP STEEL O.H. DOOR SIDING 0'-0" fin. fir. Q 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. Al "a i X11—_ lr �C ...... . ..... . ....... 0... . ............. rear eye V-0" 2ND FLR CLG. HGT. 7'-0" 2ND FLR HD_ NGT. ARCHITECTURAL SHINGLES 12 OVER 30# FELT ON " G PLYND. Cl CEMENTUOUS SHAKER SIDING ALUM SOFFIT AND DRIP EDGE _?9T _ 10-0" CLG. NGT. 10'-0" CLG. HGT. DRP DG1^ SOFFIT AND B'-0" HD. HGT. CEMENT BOARD CEMENT BOARD TRIM -4 TRIM CEMENT BOARD LAP STEEL O.H. DOOR SIDING 0'-0" fin. fir. Q 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. right elevation scale: 1/4=12" �\L SHINGLES .T ON 1" AND D TRIM ;D LAP STRUCTURAL NOTES - UNLE55 OTHERWISE NOTED, ALL WOOD/WJE CONNECTORS ARE TO BE SIMPSON STRONG -TIE LITS12 HITH 14-10dxl 1/2"FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE -f0 BE SIMPSON STRONG -TIE HE-FA20 HITN 16-1 dXI 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. ARCHITECTURAL SHINGLES OVER 30# FELT ON 2" PLYND. MHft Pernrrift Set Cstructure SIGN STATEMENT has been designed to comply BUILDING CODE 6th EDITION (2017) The Design Parameters are: Vul t 140mph Vasd IOSm h NII N DON Risk E Risk Category pI I (TYP,) Exposure C GCpI h/- 0.18 Floor Live Load (psf) Uninhabitable attics without storage 10 Uninhabitable attics w/ limited storage 20 Habitable attics and sleeping areas 30 All other areas 40 Roof Live Load 10 Components t Cladding -SEE TABLE ON INDEX NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE H ORANGE CITY, FL 32763 PE #041509 CERTIFICATE AUTHORITY 400009855 DATEJ NOT VALID NTWT RAISED SEAL AND SIGNED BLUE I DESIGN / BUILD miller constuction services FL reg. CBC1251569 824-1 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER engineering FL recti. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet k Comments 10-19-188 Al "a i f right elevation scale: 1/4=12" �\L SHINGLES .T ON 1" AND D TRIM ;D LAP STRUCTURAL NOTES - UNLE55 OTHERWISE NOTED, ALL WOOD/WJE CONNECTORS ARE TO BE SIMPSON STRONG -TIE LITS12 HITH 14-10dxl 1/2"FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE -f0 BE SIMPSON STRONG -TIE HE-FA20 HITN 16-1 dXI 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. ARCHITECTURAL SHINGLES OVER 30# FELT ON 2" PLYND. MHft Pernrrift Set Cstructure SIGN STATEMENT has been designed to comply BUILDING CODE 6th EDITION (2017) The Design Parameters are: Vul t 140mph Vasd IOSm h NII N DON Risk E Risk Category pI I (TYP,) Exposure C GCpI h/- 0.18 Floor Live Load (psf) Uninhabitable attics without storage 10 Uninhabitable attics w/ limited storage 20 Habitable attics and sleeping areas 30 All other areas 40 Roof Live Load 10 Components t Cladding -SEE TABLE ON INDEX NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE H ORANGE CITY, FL 32763 PE #041509 CERTIFICATE AUTHORITY 400009855 DATEJ NOT VALID NTWT RAISED SEAL AND SIGNED BLUE I DESIGN / BUILD miller constuction services FL reg. CBC1251569 824-1 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER engineering FL recti. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet k Comments 10-19-188 ELECTRICAL LOAD CALCULATIONS (BASED ON N.E.C. ARTICLE 220-30 NEC) UNIT SQUARE FOOTAGE QUIPMENT SERVED LOAD IN WATTS GENERAL LIGHTING 2.745 SQ. FT. 0 3 WATTS PER SQ. FT. . 8,235 COOKTOP....... , 10,000 DISHWASHER .............................................. 5,000 DISPOSAL:..... .................................. ...... 4,500 DRYER..... ... ..... .. 6,000 MICROWAVE. .. 4 .......................................... 1,000 OVEN; ............................... .... 1,000 SMALL APPLIANCE LOAD .............................. . ... 2,000 WATER HEATER.... .................................... 1,840 TOTAL .......................... ... ....... 39,575 CALCULATIONS PER N.E.C. 220-30 FIRST 10,000 WATTS 0 100% ............................ 10,000 REMAINDER OF WATTS 40% 11,830 .® (1) H.V.A.C. LOAD ® 1007 ... ....:.................... 6,000 ELECTRIC HEAT ® 10079 ................................. 10,000 TOTAL UNIT (WATTS) .......... 37,830 37,830 :LOAD ==157.63 AMPS 240 VOLTS f HIS UNIT WILL REQUIRE" A 200* AMP SERVICE 2" 3-410 ALUM. 200 AMP DISC. W/ MAIN METER 44 C". RISER DIAGRAN FOR 200 ANP SERVICE SERVICE BY POWER CO. _ _ _— _ _ _ ELECTRICAL KEY I— - CNOr _ELEGSYNI I I I -e- SINGLE POLE OUTLET VICE DUPLEX ® ■ ■ CONVENIENCE DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET 1`� Fl DUPLEX F TLE TCIRCUIT-INTERRUPTER HALF -SWITCHED DUPLEX OUTLET 4 SPECIAL PURP05E OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 1I20V 220 VOLT OUTLET OVERHEAD DUPLEX ■ / WALL SWITCH Z--------- )0'---------- 3 THREE-WAY SWITCH FOUR-WAY SWITCH M MOTION SENSOR SWITCH ------ - I DIMMER SWITCH \ �� REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT LIGHT FIXTURE x�, / I j LIGHT FIXTURE WIRED TO GENERATOR GFI - -- "------- / I WALL MOUNTED INCANDESCENT ■ \ / / ■ I LIGHT FIX"TURE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE / / I INCANDESCENT LIGHT FIXTURE / I TPC WITH PULL CHAIN EXIT LIGHT EMERGENCY LIGHT == J FLUORESCENT LIGHT FIXTURE UNDER COUNTER LIGHTING - LED I ■ 1 IM LED STRIP LI H IN ■ •p G T G Al TUE KICK - SWITCH AT ADJACENT MOTION SENSOR --------J TRACK LIGHT 1 I ®I EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) { EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) cll CHIMES N INTERCOM ❑A AUDIO SWITCH �P CENTRAL VACCUM SYSTEM - 110v FEED 1-` -'PB PUSHBUTTON SWITCH SMOKE DETECTOR fI) HEAT DETECTOR Q THERMOSTAT co CO2 DETECTOR Q SPEAKER L — — — — — CD J5D Co r- T DDISP11 1 -A i' -------------I I I V NT Tw I EI EX sKrTcR- G GNT! TO VENT TO EXT ■ 1 I I 1 / I------� OWE I----- U B WP/GFI ------------------------------ --------------------------- ❑ ❑ ❑ ❑ L--------------- --T_- © copyright 2018, zachary miller 2nd electrical plan I scale = 1/4:12 L - - - - - - - - - - electrical plan 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. scale = 1/4;12 I, PROVIDE f INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQ'D BY NATL. FIRE PROTECTION ASS. (NFPA) b MEETING THE REQUIREMENTS OF ALL GOVERNING CODES 2. PROVIDE 4 INSTALL GRQUND FAULT CIRCUIT- INTERRUPTERS (GFI) f . AT MPER PROOF BECEPTICLES AS REQ'D BY NAT'L ELECTRIC CODE (NEC) f MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 3. ELEC. CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. A. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. 5. ALL ELEC. # MECH. EQUPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. 6.. ELEC. CONTRACTOR TO INSTALL ARC FAULT AND TAMPER PROOF RECEPTACLES PER 2008NEC 210.12(b) AND 406.11 ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER . ..48" TO CL WALL OUTLETS OVER COUNTER . ..48" TO CL REMAINING SWITCHES . . . . . . .48" TO CL WALL OUT.LET5 . . . . . . . . . . . . 12" -TO CL BATH VANITY BRACKET OUTLET �� (I" ABOVE TOP OF MIRROR) ...80" TO Cl 2 WATER SOFTENER AND SUMP OUTLEW TO CL TELEPHONE QUTLETS . . . . • . . ..12" TO CL TELEVISION QUTLETS . . ... . ...12" TO CL EXERIOR GFI OUTLETS . .. ..12" TO CL GARAGE GFI (ABOVE GARAGE FLOOP413" TO CL BASEMENT WALL OUTLETS . ... .. 48" TO CL FRONT DOOR COACH LIGHT.. . . ..72" TO CL GARAGE DOOR COACH LIGHT (ABOVE GARAGE FLOOR ....84" TO CL 64" TO BTM DINING AND BREAKFAST FIXTURE. OF FIXTURE 96" TO BTM FOYER AND STAIRWAY FIXTURE. ..OF FIXTURE THERMOSTAT.. .. . . .... . • ..54" TO CL C00RBELL CHIMES. . . . . . . . ..84" TO CL LEVEL W/ DOORBELL BUTTON .. . .. . DR HANDLE KITCHEN HOOD FAN ."WHIP.".. . . ..66" TO CL KITCHEN WALL HUNG MICROWAVE CUTLET .. .. ... ... . . . ..76" TO CL KITCHEN DISHWASHER RECEPTACLE. UNDER SINK KITCHEN RANGE . . . . . . . . . . . .24" TO CL KITCHEN REFRIGERATOR . . . ....48" TO CL WASHER/DRYER OUTLET . . . ....48" TO CL CL = CENTER LINE I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" STRUCTURAL NOTES_ - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE 1-11512 WITH 14-10dx1 1/2"FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dxl 1/2"FASTENERS GENERAL NOT ES - 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 [HE 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. r 1 t 000"'h e t ol DESIGN STATEMENT This structure has been designed to comply with FLORIDA BUILDING CODE 6th EDITION (2017) The Design Parameters are: Vult 140mph Vasd 108rnph 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 f Cladding- 5EE TABLE ON INDE) NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE 11:04150q CERTIFICATE AUTHORITY #000001855 VALID WITHOUT RAISED 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 --.1 -- engineering FL reg. PE041509 1060 e. industrial SUIte W orange city, fl 32763 Phone: 386-774.8825 contact: Bryan Molyet F Comments 10-19-18 TITLE SHEET El : SPEAKERS FOR SURROUND SOUND ------------ --- -------`---� K1 TELEPHONE G U 141 COMPUTER (CAT -6) — ® ® ■ I 1— FT TELEVISION _. S GAS CONNECTION ELECTRIC METER �iiM- ELECTRIC PANEL CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ■ 1 e 1-%-r rY 1 r% nk 1 w 1 e% r" e% _ J5D Co r- T DDISP11 1 -A i' -------------I I I V NT Tw I EI EX sKrTcR- G GNT! TO VENT TO EXT ■ 1 I I 1 / I------� OWE I----- U B WP/GFI ------------------------------ --------------------------- ❑ ❑ ❑ ❑ L--------------- --T_- © copyright 2018, zachary miller 2nd electrical plan I scale = 1/4:12 L - - - - - - - - - - electrical plan 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. scale = 1/4;12 I, PROVIDE f INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQ'D BY NATL. FIRE PROTECTION ASS. (NFPA) b MEETING THE REQUIREMENTS OF ALL GOVERNING CODES 2. PROVIDE 4 INSTALL GRQUND FAULT CIRCUIT- INTERRUPTERS (GFI) f . AT MPER PROOF BECEPTICLES AS REQ'D BY NAT'L ELECTRIC CODE (NEC) f MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 3. ELEC. CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. A. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. 5. ALL ELEC. # MECH. EQUPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. 6.. ELEC. CONTRACTOR TO INSTALL ARC FAULT AND TAMPER PROOF RECEPTACLES PER 2008NEC 210.12(b) AND 406.11 ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER . ..48" TO CL WALL OUTLETS OVER COUNTER . ..48" TO CL REMAINING SWITCHES . . . . . . .48" TO CL WALL OUT.LET5 . . . . . . . . . . . . 12" -TO CL BATH VANITY BRACKET OUTLET �� (I" ABOVE TOP OF MIRROR) ...80" TO Cl 2 WATER SOFTENER AND SUMP OUTLEW TO CL TELEPHONE QUTLETS . . . . • . . ..12" TO CL TELEVISION QUTLETS . . ... . ...12" TO CL EXERIOR GFI OUTLETS . .. ..12" TO CL GARAGE GFI (ABOVE GARAGE FLOOP413" TO CL BASEMENT WALL OUTLETS . ... .. 48" TO CL FRONT DOOR COACH LIGHT.. . . ..72" TO CL GARAGE DOOR COACH LIGHT (ABOVE GARAGE FLOOR ....84" TO CL 64" TO BTM DINING AND BREAKFAST FIXTURE. OF FIXTURE 96" TO BTM FOYER AND STAIRWAY FIXTURE. ..OF FIXTURE THERMOSTAT.. .. . . .... . • ..54" TO CL C00RBELL CHIMES. . . . . . . . ..84" TO CL LEVEL W/ DOORBELL BUTTON .. . .. . DR HANDLE KITCHEN HOOD FAN ."WHIP.".. . . ..66" TO CL KITCHEN WALL HUNG MICROWAVE CUTLET .. .. ... ... . . . ..76" TO CL KITCHEN DISHWASHER RECEPTACLE. UNDER SINK KITCHEN RANGE . . . . . . . . . . . .24" TO CL KITCHEN REFRIGERATOR . . . ....48" TO CL WASHER/DRYER OUTLET . . . ....48" TO CL CL = CENTER LINE I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" STRUCTURAL NOTES_ - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE 1-11512 WITH 14-10dx1 1/2"FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dxl 1/2"FASTENERS GENERAL NOT ES - 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 [HE 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. r 1 t 000"'h e t ol DESIGN STATEMENT This structure has been designed to comply with FLORIDA BUILDING CODE 6th EDITION (2017) The Design Parameters are: Vult 140mph Vasd 108rnph 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 f Cladding- 5EE TABLE ON INDE) NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE 11:04150q CERTIFICATE AUTHORITY #000001855 VALID WITHOUT RAISED 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 --.1 -- engineering FL reg. PE041509 1060 e. industrial SUIte W orange city, fl 32763 Phone: 386-774.8825 contact: Bryan Molyet F Comments 10-19-18 TITLE SHEET El :