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HomeMy WebLinkAbout214 Elm Ave 18-3064 New construction 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 9,000.00 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE ABBREVIATIONS SYMBOLS USED AS ABBREVIATIONS ?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 FBD FIBERBOARD PLA PLASTIC - ? COPYRIGHT FGL 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 PORTLANP 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 FOOT ? 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 V -0aft- I to 1 0 U "-%z L 40% rem% ABBREVIATIONS FIT FLUSH JOINT FTC FOOTING QT QUARRY TILE FND FOUNDATION AB ANCHOR BOLT FR FRAME ((D), (ING) RAD RADIUS ABV ABOVE FS FULL SIZ RIFT RAFTE AFF ABOVE FINISHED FLOOR FUR FURRED, E(ING) RL RAIL ING) ACC ACCESS . FUT FUTURE REC RECItS , (ED) ACFL ACCESS FLOOR ' REF REFER (E�IED C�) GENERAL NOTES AP ACCESS PANEL GA GAGE GAUGE RFL REFLECT j,TINE), (OR)AC ACOUSTICAL GV GALVANIZED REFR REFRIGEI A0 ACPL ACOUSTICAL PLASTER GKT GASKET; ED). REG REGISTER ACT ACOUSTICAL TILE GC GENERAL CONNTRACT, (OR) REIN REINFORCE (ED)),. ((ING ACR ACRYLIC PLASTIC L GLASS GLAZING RECP REINFORCE b CONCRET� PIPE I PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS 19. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, SOUND EQUIPMENT, PLUMBING VALVES, AND ROOF TOP EQUIPMENT. PLASTIC ADH ADHESIVE G 1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS GLB GLASS BLOCK REM REMOVE ADJ ADJACENT' GCMU GLAZED CONCRETE MASONRY UNITS REQ'D REQUIRED 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 .LAMINATE RES RESILIENT THE CONDITION OF THE EXISTING SITE OR EXISTING STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. AGG AGGREGATE GB GRAB BAR RET RETURN 20. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT AND OWNER A/C AIR CO, DITIONING GD GRADE GRADING RA RETURN A R ALT ALTERNATE GRN GRANITE RVS REVERSE IDE 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. ALUM ALUMINUM : GRT GRATE, (ING) REV REVISE (� I R�VISE, (ED) DISCREPANCY OCCURS PRIOR TO CONTINUING WITH WORK. ANC ANCHOR ANCHORAGE GVL GRAVEL . RH RIGHT IiAN 21. ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS OF LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION. ANOD ANODiZIfD GRHS GREENHOUSE ROW RIGHT OF WAY ARCH ARCHITECT, ARCHITECTURAL GT GROUT R RISER 3. ALL PLAN DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE INDICATED. AD AREA DRAIN GRID GUARD RVT RIVET 22. THE ARCHITECT AND/OR OWNER WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE OWNER ASPH ASPHALT GUT GUTTER R&S ROD AND SHELF AT ASPHALT TILE 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 GYPSUM DRY WALL. RD ROOF DRAIN / AWN AWNING GPL GYPSUM LATH RFH ROOF HATCH CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. GPPL GYPSUM PLASTER RFG ROOFING 23. DECORATIVE MATERIALS, WALL HANGINGS, ETC., SHALL BE NON- FLAMMABLE OR FLAMEPROOF PER STATE FIRE MARSHALL REQUIREMENTS. BSMT BASEMENT GPT. GYPSUM TILE RM ROOM GPW GYPSUM WALLBOARD RO ROUGH OPENING 5. THE CONTRACTOR SHALL REPORT To THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS HE MAY DISCOVER, THE CONTRACTOR IS RESPONSIBLE BM BEAM LINE RCP ROUND CONCRETE PIPE 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 HANDRAIL ROK ROWLOCK CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT AND OWNER. BPL BEARING PLATE HRL HA DRAIL RB RUBBER BASE HBD HARDBOARD ROT RUBBER TILE 25. GYPSUM WALLBOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING CODES/ORDINANCES. BM BENCH MARK HDW HARDWARE RBL RUBBLE STONE 6. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR BHWD HARDWOOD ET BETWEEN BVL BEVELED HDR HEADER SFGL SAFETY ASS 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 BEY BEYOND HTG HEATING SCH SCHEDULETENANT OCCUPANCY. THE CONTRACTOR AND SUBCONTRACTORS ARE EXPECTED TO VISIT 'THE PROJECT SITE.PRIOR 'TO CONSTRUCTION AND NOTIFY THE HVAC HEAT/ VENT AIR CONDITION SCN SCREEN BLK BLOCK �/`f 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM BDKG BOARD NG HD HEA DU SCUP SCUPPER ARCHITECT- PRIOR TO CONSTRUCTION - OF ANY DISCREPANCIES WITHIN THE DRAWINGS OR POSSIBLE CONFLICTS WHICH AFFECT THE PROGRESS OF THIS HT HEIGHT SNT SEALANT DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN PROJECT. BS BO BY BOTHWNERS HPT HIGH POINT STG SEATING CONJUNCTION WITH THK PROSECUTION OF THE WORK, HCR HOLLOW: CORE SEC SECTION BOT BOTTOM HOR HORIZONTAL SVYD SERVICE YARD 27. PIPES AND DUCTS EXCEEDING ONE THIRD THE SLAB OR WALL THICKNESS SHALL Nor BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY BRKT BRACKET FIB HOSE BIBB SSK SERVICE INK 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. BRK BRICK SHTH SHEATH, ING) DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING STUB OUTS, AND ALL CRIER WORK UNDER THIS SCOPE OF RESPONSIBILITY RELATED TO THIS INCAN INCANDESCENT SH'T SHEET INCIN INCINERAT R SG SHEET GLASS 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 BRONZE INCL INCLUDE, ED� (ING) SH SHELF SH 1 ViNC BLDG BUILDING ID INSIDE DIA E R SHNG SHINGLE qj BUR BUILT UP ROOFING INS INSULATE ED , ((ING) SHU SHrtybL , 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND UNTIL JOB IS COMPLETETY. 29, ALL MATERIAL REMOVED BY DEMOLITION ARE TO BE DISPOSED OF BY THE GENERAL CONTRACTOR OFF THE PROJECT SITE IN ACCORDANCE WITH LOCAL BRGL BULLET RESISTANT GLASS INSC INSULATING CONCRETE SIDG SIDING IGL INSULATING. GLASS SIM SIMILAR RESTRICTIONS. CAB CABINET INT INTERIOR SKL SKYLIGHT 10. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. CAN CANVAS INTM INTERMEDIATE SL SLEEVE CPT CARPET INN INVERT sL0 SLOPE 30. GENERAL CONTRACTOR TO SUPPLY AND INSTALL LAMPS IN ALL LIGHT FIXTURES. T CPT CASEMENT SOL SOLDIER.11. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. CI . CAST IRON JC JANITOR'S CLOSET SC SOLID CORE 31, COORDINATE ALL ROOF PENETRATIONS WITH BUILDING OWNER AND ALL TRADES PRIOR TO COMMENCEMENT OF WORK. CST CAST STONE IT JOINT SP SOUNDPROOF 12. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED. CB CATCH BASIN IF JOINT FILLER S SOUTH CLG CEILING J JOIST SPC 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 CHT CEILING HEIGHT SGL SPANDREL GLASS 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. CEM CEMENT KPL KICKPLATE SPK SPEAKER INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDUMS AND CHANGE CM CENTIMETER (S) KIT KITCHEN SPL SPECIAL CER CERAMIC KO KNOCKOUT SPEC SPECIFICATION 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 SPH SPLASH CHBD CHALKBOARD LBL LABEL SQ SQUARE DO NOT SCALE 1IIESE DRAWINGS. CHAM CHAMFER LAB LABORATORY SST STAINLESS STEEL 14. NOT USED CRIM CHROMIUM LAD LADDER SFGL STAINED GLASS 34. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. CIR CIRCLE 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 LAM LAMINATE (ED STA STATION CIRC CIRCUMFERENCE WORKMANSHIP WHICH -)HALL APPEAR WITHIN ONE 1 YEAR OR AS OTHERWISE SPECIFIED FOR A SPECIFIC COMPONENT AFTER THE COMPLETION AND ACCEPTANCE / CLR CLEAR, CLEARANCE LGL LAMINATEiJ GL SS SF STEEL O 35. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS DATA SHEETS IN ACCORDANCE CLR CLOSURE LAV LAVATORY STO STORAGE OF THE WORK UNDER THIS CONTRACT. WITH THE PROJECT SPECIFICATIONS. COIL COATED GLASS LO LAYOUT SF STOREFRONT LH 'LEFT HAND SD STORM DRAIN COL COLUMN STR 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 L LENGTH SCT STRUCTURAL CLAY TILE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE FINDINGS OR FOR THE FINAL RECOMMENDATIONS. GRADING, TRENCHING, ETC., CONTACT OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. COM COMMON LT LIGHT . STCO STUCCO COMPT COMPARTMENT L - LIGHTWEIGHT SFLR SUBFLOOR OWNER FOR INSTRUCTIONS PROPER TO THE CONTINUATION OF WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION COMPO COMPOSITION COM.PO 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 COMPRESS,(EIJ),(ION),IBLE) LTL LINTEL SYD SIDE YARD THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. CONC CONCRETE LL LIVE LOAD SYM SYMMETRY, (ETRICAL) DEPRESSIONS, WALL BLOCKING AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. CMU CONCRETE MASONRY UNIT 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 CONSTRUCTION. LVR LOUVER CONT CONTINUE CONTINUOUS LPT 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 TEL TELEPHONE ARCHITECT- PRIOR TO CONSTRUCTION - OF ANY DISCREPANCIES WITHIN THE DRAWINGS OR POSSIBLE CONFLICTS WHICH AFFECT THE PROGRESS OF THIS CJT CONTROL JOINT MB MACHINE BOLT TV TELEVISION 18. GENERAL CONTRACTOR TO REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS. ALL ITEMS NOT PROJECT, CPR COPPER MH MANHOLE TG TEMPERED GLASS CG CORNER GUARD MFR MANUFACTURE, (ER) TZ 0 TERRAZ MARKED AS "OWNER SUPPLIED" ARE TO BE SUPPLIED BY THE GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL ITEMS ARE TO BE INSTALLED BY CORR CORRUGATED MRB MARBLE THK THICK, IbNESS) CTR COUNTER MAS MASONRY THR THRESH LD GENERAL CONTRACTOR. CS COUNTERSINK MTL MATERIAL TBRL 'TO BE RELOCATED CRS COURSE MAX MAXIMUM TOBR TO BE REMOVED CUBIC FEET CYD CUBIC YARD MECH MC MECHANIC (AL) MEDICINE CABINET TPD TPTN TOILET PAPER DISPENSER TOILET PARTITION MED MEDIUM TOL TOLERANCE DPR DAMPER MDO MEDIUM DENSITY OVERLAY T&G TONGUE AND GROOVE DP DAMP PROOFING MBR MEMBER. TSL TOP OF CONCRETE SLAB DL DEAD LOAD. MMB MEMBRANE TC TOP OF CURB DEM DEMOLISH DEMOLITION MET METAL TJ TOP OF JOIST DML DEMOUNTABLE M METER, (S) TP TOP OF PLATE. OF STEEL MW MICROWAVE TST TOP DTL DIAGONAL MM MILLIMETER, (S) TSF TOP OF SUBFLOOR DIA DIAMETER MIN MINIMUM TW TOP OF WALL CIA DIMENSION MIR MIRROR TPG TOPPING SDP DISPENSER MGL MIRROR GLASS (FRAMED) TOR TO REMAIN DIV DIVISION MISC MISCELLANEOUS TO TOWEL BAR DR DOVETAIL Mo. 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 MOUNT (ED�, DT DRAIN TILE M MUULL L M MUULLIOLLIO N UC UNDERCUT DWR DRAWER UNF UNFINISHED DWG DRAWING NIL 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 VJ 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 PA. 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 Q EQP EQUIPMENT PNT PAINT, (� D� WH WALL HUNG CLOSET PNL PANEL, (IN ) WC WATER EQC ESCALATOR PB PANIC BAAR SHTR WATER HEATER EST ESTIMATE PTD PAPER TOWEL DISPENSER WP WATERPROOFING EXH EXHAUST EX 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 BRIC E EXPANSION JOINT PBD PARTICLE BOARD W WEST EXP EXPOSED PTN PARTITI WHS WHEEL STOP EXP EXTERIOR PV PAVE , (ING) WID WIDTH, WIDE FOC FACE OF CONCRETE PVMT �D PAVE�A N WIN WINDOW FOF FACE OF FINISH PERF PERFORATE, (ED) WG WIRED GLASS FOA 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 I F DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. © 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 I IIR. FIRE RATED WALL 2 X FRAME WALL I j Z X FRAME WALL -!7Y� J� WITH INSULATION 2 X BEARING WALL W/ STUDS Q 16" O.C. SHEET INDEX index INDEX, ABBREVIATIONS, SYMBOLS, 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 D=ROOF PLAN $ DETAILS T FLOOR TRUSS LAYOUT 4.1 ELEVATIONS E1 ELECTRICAL PLANS $ DETAILS MATERIALS EARTH FINISH WOOD �� % �� TILESAND / BOARDTIC MORTAR FRAMING t y J PLASTER (THROUGHMEMBER) BAIT INSULATION CONCRETE (IN I� rl CONCRETE 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 KEY 4 REVIEWED FOR COi IE COMPLJANCE SHEET NUMBER PLANS EXI MINER VIEW ORIENTATION Lo w I$ DETAIL NUMBER LIAT 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 CONSTRUCTION OR VIOLATIONS OF THIS CODE C31LD,U i� #18-30641 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 26" MIN, LAP SPLICE 4" CONCRETE SLAB W/ 611X0 W1.4 X W1.4 ° WWF (OR FIBERNESH) OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL FINISH FLOOR = 01_011 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 3/411 I'-0° 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" LQ CID ..��'• � fir. > V — 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 BRG. FTG. 4" CONCRETE SLAB W/ 611XG" 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/ 611XG" W1.4 X W1.4 WWF. (OR FIBERNESH) OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL 511 C.M.U. FOUNDATION WALL VERIP# 5 DOWEL IN FILLED CELL 2 # 5 BARS CONT. STD ACI 90° {-TOOK 16" WIDE FOOTING 0 GARAGE 3/4" = I'-O" 0 1 v cv 211-411 SP2-STRAP 2X4 HEADER TO --------------- ------------------------I pig 7 1 I I I 2X4 TYP. 0 I SPl Mo�A L-----_ -^_-5---------------------- ---_-__J - s 8 A2.0 P.E. — TRUSSES ETA16 - ?) 2xl2 TNT. BEARING WALL SCALEI/2" =11-011 (FILE 401 - 011 1 111-411 1 131-411 151-411 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 DOUBLE 2X4 P.T. TOP PLATE 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 2 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 _ _----- _-____- 1 I I I I I I L.______---- __-_-_____ � J I I I I I IA i IA A2.0 I A2.0 A2.0 I ( I I 4'-10�211 7'-113�811 2'-�I g I ii i II I I LI I U I I I 00 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 \ 0j. C)I � �� I I I 11 1 1 I I I I I tV I I I I � LJ I I ' - I � I I I I I 1 l._......._..._ 411 - �Nrr- i I -0" FIN. FL. II CID -, I I II II Tn 1 I _-l__...__...._........__.1.__ i II I 4 CONC, SLAB W/ xG HA X W1.4 I I I 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 I rµ-- _------•-------------� t I --,_,---------------------- �I I I I� ��_��-------------------- � J � I I I I r -' -- tI I..______________- I J II-8It JL-_______8_-_0_______- 3/4 _II-0 3/411 _II-0 �i II found Lion plan cale=1/4:12 41-411 " II'-811 41-411 © copyright .A 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. 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 = _�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 U -� ° A •4 1'-4" ONE STO 2 # 5 CONT. BARS (1 STORY) TWO STORY 3 # 5 CONT. BARS (2 STORY) 16" WIDE FOOTING @ LANAI 3/4" = I1-011 20" WIDE FOOTING @ LANAI 4A 4" CONCRETE SLAB W/ 611XG" . WIA X W1.4 WWF (OR FIBERNESH) OVER 6 NIL VAPOR BARRIER ON CLEAN COMPACTED v TERMITE TREATED FILL / 1 #5 BAR CONT. LIN. 6" TURNED EDGE 16" TURNED EDGE 3/41' 11 -011 SLAB W/ (o X6" ,IF (OR )VER 6 MIL VAPOR ;LEAN COMPACTED �TED FILL NT. Q l m 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 Plan A2.0 21' —411 a" CMU WALL 5/8- THICK CEMENT PLASTER STUCCO PRE -CAST CONC. LINTEL . 'v P.T. 2x8 WOOD JAMB ANCHOR d ' TO BLOCK W TAP x a' LC. A.B. ' 0 TOP, BOT O 24' O.C. v CORNER BEAD CORROSION RESISTANT TOOLED DRIP EDGE P.T. )x2 TRIM VINYL MOLDING - W/ INTEGRAL CASKET STUCCO FINISH BEYOND SECTIONAL GARAGE _DOOR TRACK HEAD SECTIONALS GARAGE DOOR - .SECTIONAL GARAGE DOOR TRAGIC P.T. 1x2 .TRIM - P.T. 2xa WOOD JAMB ANCHOR - TO BLOCK W/ T"P x B". LG. A.B,. O TOP. BOTT., O 24" O.C. 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 " GARAGE FLOOR - SLAB . DOOR TRACK BEYOND SECTIONAL GARAGE - DOOR CASKET SEAL 1/2" EXPANSION JOINT DRIVEWAY SEE CIVIL FOR OMPOSInON). .. EXTERIOR INTERIOR STUCCO FIN. BEYOND d d .. G .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 tic FIRE STOP TRIM BOARD , f RATED AS NEC. I 4' M 11/ ' MI I I STAIRS Ix YYJOD RISER 2 HARDWOOD TOP RAIt-� 2 10' NOSING (2) 2x12 BWTLJULIUI1 l2rA. \ ) TYPICAL STRINGERS (900) 526-62'p o OR EQUAL, AT 4--0- O.C., MAX. ' 2x BLK'G ?' ([��) ~ BALUSTER5 5PACED $TRINQERS AT 4 V4' O.C. MAX. 3 I/2' GYP. BOARD vk (NEFZt 2x 5TRINGERS METAL HANGER P:r. 2c4 NAILER - 1/2' GYP. BOARD OVER 2x FIRE STOP At PERInETER aF 5TAIR AT WALL - .ANCHORED TO 2x STRINGERS (TYP.) 0 RATED STAIRS WOO DE'LKFt O. - Stair Detail Stair D Olmafli Handrail Detail SCALE: 1 I /2"=1' -011 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"= I' -011 SP2-STRAP 2X4 HEADER TO JAC P.E. TRUSSES DOUBLE 2X4 P.T. TOP PLATE 2X4 TYP. ThHETA16 SP2-STRAP 2X4 HEADER TO JACK 16" O.C. () 2x12 HEADER USE MULTIPLE JACK 2X4 STUDS ON OPENINGS GREATER THAN 6'-0" SPl 2X4 P.T. BASE PLATE 5.5"XI/2" DIA. A.B. 0 32" O.C. WITH 2" DIA. WASHERS (TYP.) INT. BEARIN SCALEI/211 =1'-011 (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 (TYP) SE — — — — — ® 110-0"-0" X 7111 0OVERHEAD\ / — — — _j I I — 2 Car Garage �CONC, - 10 -0 CLG. - 51-all I 5'41 Breezeway CONC. CLG. I I' -411 5' -8" 3'-211 8'-2° AREA TABULATIONS MAIN HOUSE 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 20B 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. 2745 S.F. Oq-0>-19 151-411 7141 71- 61 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"x8'-0" SGD P.T. Ix -.._...... - „ I '-1Uy11 I I 3 II ,, 8 11 5/8 GYP. BOARD AT CEILING = r-� 41 r I I bml6 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 rI > 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 = �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 HE). 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 Kitchen - C Q ) " D - D 'FILE T-NAILS @ 6 O.C. OR 2 X P.T. I #1 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). �_ L1N W/ R-4.2 INS. ON C.M.U. PRECAST MIF L BY 8"X5"X16" CON BETE 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' �1 �`' H, E . CELLS PER PLAN I LLl___--__ I _ _ -- _-- 1� ,t. _ _. F. _ _ , .. _ 1/2 DRYWALL 0 R IX FURRING STRIPS OVER CMU. _ P.T. I x uT Q i i c, - _ u 288 P _ 'v - _ - k, � d. P GRADE- _ l I w& 0'-0" FIN. FLR. ! I a 4 v — . - - =I I STORAGE rY I 10 -0'� CLG. I pc i �, _ 1 ., .. _ .. _..:..,.;. ,.. V,rr:•... =III— — _.. _ _''. --1.� �, AB VE �r ; 0l L--------- -----------J - <r -, -roc ••� x -;tc ; I 0 A I rr ;rr-rr � r,-. rrrF;zrrr -r I )- I- IR IS =1TI—` 1I� ,_ - 11 11 1 -1_1_T-1Z1-1T(=1 I 1-1 i I -I � Tip�(�-�-�T�r�=�-�L�E SLAB W/ 6 X6 I _ 1 Its W.W.N. (W/ FIBERMESH �l I I I� I i I TIrrT1T1.T . _� I I I,�i I I-T- �T> 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 306 5N 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[�= TTl �T)--11I COMPACTED TERMITE TREATED- II1=1TIIC FILL. o =M=1Tf--�-TT{�T1T Y I I-=TiT -�� 11 OVER 2x HID. WALL (=[TIC 1> = s r_ I` j -2/2 3'-411 3 -4" 6 V2 6'-V2 61 all STUDS LAP WRAP OVERCC-I� �E FOUNDATION 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 I IEl ❑ WOOD TILE ❑ �ir-=r--i:! ` I 777Mi-� - 10' -0" CLG. BLOCK/FRAME INTENTION T_T1!-_';rTok �-��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" 11'_all — al-Ul' 111-all 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 U v U 3 CL [>a I Ld . az rl� 10'-0' CLG. v) ? I R. Porch CONC. �- 10'-0" CL . 0 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 -TO 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 (D .fr. rM (D C) N UL MIN .70 0 %tam Ptovwlwnlit DESIGN STA"FEl This structure has been designed to comply / with FLORIDA BUILDING CODE Gth 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 DATE A2. NOT VALID HITH0JT RAISED SEAL AND SIGNED BLUE - / y c 2X10 #2 SYP (2" LARGER THAN RAFTERS) W/ (3) 16d FOR 2X6, (4)16d FOR 2X8, (5) 16d FOR 2X10, (6)16d 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 HGT. .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 'TRUSS STRAP (SEE TRUSS LAYOUT) 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" O/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 10A 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. HGT. 0'_0" fin, fir. _ 4" CONC. W/ 6X6 10/10. W.W.M. FOOTER PIPE ADD (1) #5 25" LAP 7­ THRU 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_G-1TC EXTERIOR #2 STUDS SIZE STUD MAT'L & O/C SPACING MAX. HT. 2" X 4" SPRUCE, FIR 24" O/C 8'-4" 2".X 4" SPRUCE, FIR 16" 0/0 10'-0" 2" X 4" SPRUCE, FIR 12" O/C 2" X 4" SOUTHERN PINE 24" O/C 9'-0" 2" X 4" SOUTHERN PINE 16" O/C 1 V-0" 2" X 4" SOUTHERN PINE 12" 0/0 12'-8" 2" X 6" SPRUCE, FIR 24" O/C 13'-0" 2" X 6" SPRUCE, FIR 16" O/C 16'-0" 2" X 6" SPRUCE, FIR 12" 0/C 18'-4" 2" X 6" .SOUTHERN PINE 24" O/C 14'-0" 2". X 6" SOUTHERN PINE 16" O/C 2" X 6" SOUTHERN PINE 12" O/C 2" X 8" SPRUCE, FIR 24" O/C 2" X 8" SPRUCE, FIR 16" O/C 21'-0" 2" X 8" SPRUCE, FIR 12" O/C 24'-0" 2" X 8" SOUTHERN PINE 24" O/C 18'-4" 2" X 8" SOUTHERN PINE 16" O/C 22'-8" 2" X 8" SOUTHERN PINE 12" O/C 26'-0" NOTES: 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" -_I 5' ROOF EDGE 4'--I 3 HEADER STUDS EACH SIDE) 6'-0" TO 12'-0" 4 HEADER STUDS EACH SIDE) 12'-0" TO 18'-0" 02 2 HEADER STUDS REQ. (1) FULL LENGTH STUD ___ ----------------, a 3 HEADER STUDS REQ. 2) FULL LENGTH STUDS (2) I ------------------- 4 HEADER STUDS REQ. FULL LENGTH STUDS i O RIDGE 4. BEARING WALL NAIL PATTERN: L-------- -- C�0l �r�\ \� OOi-- 1. PLYWOOD: (FIELD) U:D 8D NAILS @ 12" 0/C IOO O i Ot P� 4' OR O.S.B. (EDGE) USE 8D NAILS @ 6" 0 - C L----- ' ---� I Q ® _ ----- --1- -'� O 02 2. GYPSUM: (FIELD) USE 5D NAILS @ 10" O/C (EDGE) USE 5D NAILS @ 7" O/C T 5. ROOF NAILING PATTERN: PLYWD OR OSB 5' 1 ZONE 1 - USE 8D RING SHANK COMMON NAILS @ 12" 0/0 ZONE CHART 2 ZONE 2 - USE 8D RING SHANK COMMON NAILS @ 6" O/C 3 ZONE 3 - USE 8D RING SHANK COMMON NAILS @ 4" O/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. __j HURRICANE TIE INTERCHANGABILITY SCHEDULE BRAND MODEL # FASTENERS UPLIFT COMRL IANCF SIMPSON MTS12 (14) 10d 1000 413 (NER) NOTE: NAIL VALUES: SIMPSON META16 (12) 1Od x 1-1/2" 1490 469 (NER) 1) USE (1) MT312 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL BASED ON "NATIONAL DESIGN SPECS SIMPSON HETA20 ( 16) 1Od x 1-1/2" 1890 469 (NER) OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) META 20 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL FOR WOOD CONSTRUCTION FROM TABLE 8.8c — "NAILS AND SPIKES — SIMPSON HUS28 (14) 16d, (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 SP1 (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) 8d 455 499. (NER) # — COMPLIANCE REPORT PENDING SIMPSON ABU44 (1) 5/6" 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 to assigned to any party without first obtaining said written permission and consent. I 2nd floor pianl scale = 1/4:12 STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL HOOD/HOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE NTS12 WITH 14-10dxl 1/2"FA5TENERS - UNLESS OTHERHISE NOTED, ALL HOOD/MASONRY CONNECTORS ARE 'To 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 i t 0% 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 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 INDEX NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. NOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE H ORANGE CITY, FL 32763 PE #0415oq CERTIFICATE AUTHORITY #O000g855 DATE 4BLUEZX/;X�)/11/ VALID WITHOUT RAISED SEAL AND SIGNED 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 SHEET TITLE SHEET And Floor Pla 11,A2.2 1/2" A.B. @ 48" O.C: 2X8 PLATE CABLE END TRUSS - MAY HAVE TO BE GABLE END MODIFIED (SEE ELEV.) NAIL SPACING ROOF SHEATHING SEE ZONE CHART (2) 16d 2X4 OUTLOOKER 0 24" O.C. (MAX. END NAILED 12" O.H.) W/ A34 @ 24" O.C. /C END NAILED 2X4 WIND BRACE © RIDGE GA LE & AT 8 FT. O.C. TO 3rd TRUSS WOOD TRUSS GABLE END TRUSS TRUSS PLA E ROOF ©�' BOLOCKING _ MAY HAVE TO BE MODIFIED SEE ELEVATIONS 1/2" GYPSUM— 1/2" A.B. ©48" O.C. 2X BLOCKING 2X4 BLOCKING STAGGERED w (� NAIL ®7" 0/C . NAILS TRUSS STRAP ©48" O.C. ` OR GWB54 (SEE TRUSS .LAYOUT) 2 - 16D EA. END DBL LINTEL W/ 1 #5 EA. NOTE: BLOCKING ® 48" O.C. LINTEL 50 COOLER NAILS OR FIRST 3 FRAMING W/ (1) #5 GWB54 © 7" O/C SPACES, 96" O.C. REMAINDER. GABLE END BRACING (BLOCK CONSTRUCTION) HUGHES TP4X W/ 10-10d NAILS @ WALL STUDS & HEADER HUGHES RT18112 W/ 14-10d NAILS BOTTOM OF HEADELR ROOF FRAMING MEMBERS (SEE CONNECTOR CHART SCHEDULE FOR TRUSS STRAPS) DOUBLE TOP PLATE HEADER (2) 2xl2 W/ 1/2" CDX FLITCH 1 7/16" OSB OR CDX PLYWOOD EXTERIOR SHEATHING NAILED W/ 10d GALV. © 3" O.C. EDGES AND 12" O.C. FIELD HEADER STUDS 20 P.T. WALL STUD W/ (3) 1/2" DIA. ANCHOR BOLTS TO BLOCK FULL LENGTH -, WALL STUDS NO CONNECTORS REQ'D 0 m 20 P.T. BOTTOM PLATE 1/2" DIA. x 8" ANCHOR BOLTS EMBED 6" MIN. INTO FOUNDATION W/ 2"x2"xl/8" WASHERS, LOCATED WITHIN 6" OF EACH END AND 32" O.C. MAX. ELSEWHERE 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" O/C W/ (2) 16d'S TO RIDGE 20 CROSS`-,,z_- BRACE PRE-ENGINEERED TRUSS 2x4 Il II II II 16" O/C l i I I i i i i H5 TYP. II II II II I II II II II I II II II II II II II II II II I I i i I I LSTA12 OR II II II MTS12 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 li 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 81`8-1T SF12-IT I 81`16-iT BF20-IT 8F24-1T 8F2871T 8F32-IT 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 398.1 5190 6407 7630 8857 (D 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 �C 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 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 (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 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 J 10'- 6" 026") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 a ll'-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 M 13'-4" (160") PRECAST 500* 340 532 686 641 997 1153 302 398 573 409 682 1004 1367. 1637 1697 N 14 -0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 0 14 -8" (176") PRESTRESSED 243 295 459 591 724 857 990 NR 357 243 352 582 852 1156 1491 1742 P O 15'-4" (184") PRESTRESSED 228 278 430 553 677 801 925 NR 327 228 329 542 791 1072 1381 1676 17'-4" (208") PRESTRESSED 188 236 361 464 567 670 774 NR 255 188 276 449 649 874 1121 1389 1'-41I TYP. r- - - - - - - - - - - - - - - - - - - - - - - - - - - --- ---------------------------I - 6:12 r* I ---------------- -----------------_________J �__ - -- TTr-- � Q 4 Ili tali I IIN plI Ilp �,II cv �I I I- A 6:12 6:12 ; Dili IIQ III I uW-t -LI III UII IIU III III III III III ilia- - it 1= QI I II`� II I l I I I I I LOCK SEAM DORMER FLASHING 7 - CLEAT •- OR EQ. FLASHING PRIOR TO SHINGLING 1' -4'1 Ooor - —F ----------------- - - - -------------- ___----- � __ --_ ---- ------______---------_____------------ A �1 DESIGN) * REDUCE VALUE BY 257% FOR FOR GRADE 40 FIELD REBAR. I - ALL LINTELS TO ARE BE 81`16-1T/18 GENERAL NOTES 2" x 4' OUTLOOK AT 24" O.C. 2500 PSI CONC. FILL 1) CODES: (CONCRETE PLACED IN FIELD) 1.1 FLORIDA BUILDING CODE 1 CON . FRAMED ROOF GABLE TRUSS WITH 2) CONCRETE: TRUS S AT 24" O.C. DROPPED TOP CHORD 1 STD 180' HOOK @ EACH END OF 2.1 CONCRETE CONPRE551VE STRENGTH AT 28 DAYS: 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 1 SHEATHING, AS MANUF. BY PRODUCTS ', . M 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI DIVISION, ADRIAN MICHIGAN. AND INSTALLED 1 ' ;' 1 2.2 REINFORCING BARS: 1/2" GYP. BOARD PER-MANUF. SPECIFICATIONS. "i � <r II I 1 I 7/32- STIRRUPS AT 4'-0' (TIED OR WELDED) c-c 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TINE OF FABRICATION ASTN A615 (GRADE 60). 2,2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTN A615 (GRAPE 40). NAIL BOTTOM CHORD 2.3 PRESTRESS STRANDS ASTN A416 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 ACI 530. 3.2 MINIMUM MASONRY UNIT STRENGTH: Vm 1250 PSI. SECURED TO TOP OF BOTTOM CHORD OF LAST FOUR TRUSSES 8" C.M.U. WALL ; NOTES: NOTES; 3.3 MORTAR SHALL BE TYPE S. I END DETAIL I TYP G A B L E E I. N CA_YERAGE OF STEEL - 1.59 2. NIN. BEARIffvvG REQUIRE[) AT EA. END - 4° 4) STRUCTURAL, 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 -z -0" (FILE: DWG) PRECAST CONC ETE 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 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 --------------- i% I C,5 8" FLITCH BEAM I 6:12 6:12 ---------FLITCH L .... 8" FLrr .H BEAN _--� roof plan = 1/4:12 I I I I I I I STRUCTURAL NOTES - UNLESS OTHERWISE 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- IOdx 11/2"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 PAR FY'S NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR . CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE, Permit DESIGN STATEMENT This structure has been designed to comply with FLORIDA BUILDING CODE 6th EDITION (2017) The Design Parameters are: Vult 140rnph Vasd IOSrnph Risk Category II Exposure C GCPI F/- 0.10 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 BRIAN A. NOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #04150q CERTIFICATE AUTHORITY #0000g855 DATE NOf VALID WITEIOl1T RAISED SEAL AND SIGNED BLUE I DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 via Bonita St. Sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER GI l II ICCI II l FL reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet Comments 10-19-18 TITLE SHEET A3. 1 21'4" _l G1 31 11 4" G1 GE 01 GE F1 N CO A I I , 2 2' I 2' 2 A6 5 I I I Q 2 2, I 2' 2' I i I 2' 2' I 2' ' 14'4"12 I 10'8 12 2' 2 A4 I 4--PII 11'8"8 2' 2'A4 I 1 II ------n 2 ' i I nandl 0 � i i II II ►I 2' B3 ( ) 2 2' 2' B 2 2' , 2 1'4" A3 ( i - r, I 25'1rr8 1,4" A2 ( ) ' 1'4" 1 4 i 1 4» I I 114" 1'2" Al 3 1 ' I I own A 8 R 70M bi Q J w J I I I I I li-}- ��---•- E1 GE I I 11'8" i-------8'------ --III--•- --------- 11'8"-----------—"� 40' I I I , - - 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 w1i 2X LEDGER WITH HU26 AT 5/6" GYP. BOARD AT CEILING EA. TRUSS — 6X5XI6 C.M.U. KNOCK -OUT BLOCK METAL DRIP OVER i REINF. 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 8" CMU. N HOOD BASE I ,II SIMPSON ABU44 L111 '-0" FIN. FLR. ' ' 'v. TaiT�-1 1=rrr .4141• r ' .•. •,.•w' IT.. a a .a'te—•9�"'. •4 a. mac—4"CONCRETE C O—N>G—REic-T- E SLAB W/ OX6' *r riI r([-rGRADE rr10/10 W.H.M. (H/ FIBER ES TT— F OPTION) 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 ..._ i 1=7(rf=l r SCALE:3/4' 1'-0' r7 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 L_J ( AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. U� TRUSSES WILL BE BUILT PER THIS LAYOUT. W U ROOF F OURco -_j CCU —SPAN -TR U CO3 LLJ 0 40/-311-1440 / ,-.`86J';> 1,5I -/1901 U� 4--' LONCWOOD / 01'NOND BEACH / MA SCOT [[. CUSTOMER >_ ; MILLER CONSTRUCTION `�-- JOB NAME Q °� VOLTOLI N E LOREN Z RES. THIS LAYOUT SUPERCEDES ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR THIS PROJECT, ----ILOT/BLK/SUBDIV Q 214 ELM AVE CR E L • 5 / I `I- / 1 0 > SCALE DATE DRAWN BY JOB NUMBER 6-18-1 �':S M C �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. _HGT. 8'-0'' HD. HGT. CEMENT BOARD TRIM 0'-0" fin, flr.� 8'-0" 2ND FLR CCLG. _ 7'-0" 2ND FLR HP.-W., _ ARCHITECTURAL SHINGLES OVER 30# FELT ON �" PLYND. CEMENTUOUS SHAKER SIDING ALUM SOFFIT AND DRIP EDGE . 10'-0" CLG. HGT. � f V-0" HD. HGT. CEMENT BOARD TRIM CEMENT BOARD LAP SIDING 0' -0" fin, f 1r: ��Mjffl ��I, r r ar�.ii�l 1i �Ii ii1� � L61- �l_,C1�.i�, 1�1,IIr�r i���'rI t � I fL- i `�II�'fi _ _Ci Lu[`L �1`t C I�Il � 1� 1L1 JL � I �u 1 11 k I� �t-r � i�r� t'r`� �iti �fl �.�1.. il�.i-`I�i r��r�i'-rr� � r i�i� r I� r 0.. . . ............. rear eye ARCHITECTURAL SHINGLES OVER 30# FELT ON V-0" 2ND FLR CLG. HGT. 7'-0" 2ND FLR HD_ HGT. ARCHITECTURAL SHINGLES 12 OVER 30# FELT ON " G PLYND. Cl CEMENTUOUS SHAKER SIDING ALUM SOFFIT AND DRIP EDGE _ 10-0" CLG. HGT. 10'-0" CLG. HGT. ALUM P DG1^ SOFFIT AND B'-0" HD. HGT.DRI CEMENT BOARD CEMENT BOARD TRIM 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. �gU � r� i f right elevation scale: 1/4=12" right elevation scale: 1/4=12" STRUCTURAL NOTES - UNLE55 OTHERWISE NOTED, ALL ARCHITECTURAL SHINGLES WOOD/WJ� CONNECTORS ARE TO BE OVER 30# FELT ON " SIMPSON STRONG -TIE LITS12 WITH 14-10dxl PLYND. 1/2"FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE 'TO BE SIMPSON STRONG -TIE HE-FA20 WITH ARCHITECTURAL SHINGLES 16-1Odxl 1/2"FA5-FENERS OVER 30# FELT ON" PLYND. ALUM SOFFIT AND DRIP EDGE 10'-0" CLG. HGT B'-O" HD. HGT, CEMENT BOARD TRIM 0-0" fin. fir. �\L SHINGLES .T ON 1" AND D TRIM ;D LAP 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 DESIGN STATENENT This structure has been designed to comply with FLORIDA 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 W ORANGE CITY, FL 32763 PE #041509 CERTIFICATE AUTHORITY 400009855 DATE J NOT VALID WIT[M 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 reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet k Comments 10-19-18 ,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 407 11,830 .® (1) H.V.A.C. LOAD ® 1007 ... ....:.................... 6,000 ELECTRIC HEAT ® 1007................................. 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 CH. RISER DIAGRAN FOR 200 ANP SERVICE SERVICE BY POWER CO. _ _ _- _ _ _ ELECTRICAL KEY I— — CNOr _ELEGSYNI I I [e- SINGLE POLE OUTLET ® ■900,121111MMININNIANNNIN1101■VCE DUPLEX DUPLEX OUTLET IABOVE COUNTER IWP WEATHERPROOF DUPLEX OUTLET 1`� Fl DUPLEX FUTLAULT E 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 IIW MOTION SENSOR SWITCH ------ - I DIMMER SWITCH \ �� REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT LIGHT FIXTURE \' x�, / I LIGHT FIXTURE WIRED TO ENE A O G R T R GFI HALL T MOUNTED IX NTR D INCANDESCENT ■ / / /' I RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE / I rPC WITH PULL CHAIN EXIT LIGHT EMERGENCY LIGHT == J FLUORESCENT LIGHT FIXTURE UNDER COUNTER LIGHTING - LED I ■ 1 IBM LED STRIP LI H IN ■ •p G T G Al TOE KICK - SWITCH AT ADJACENT MOTION SENSOR --------J TRACK LIGHT I I L — — — — — CD ®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 f `-'PB PUSHBUTTON SWITCH SMOKE DETECTOR fI) HEAT DETECTOR Q THERMOSTAT co CO2 DETECTOR Q SPEAKER J5D Co r T DDISP11 1 -A i' r CT Ex GF 1 I '� I I I I / / /• � ,�r, / • I ---------_----� I I I V NT Tw I EX TO sKrTcR- IF TO G GNT! ENT TO EXT ■ 1 I I 1 / I-------� I----- U B HP/GFI ------------------------------ ❑ ❑ El ❑ L— — — — — — — — — — — — — — — --T_- © copyright 2018, zachary miller 2nd electrical plan I 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 NAT'L 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 . ..45" TO CL WALL OUTLETS OVER COUNTER . ..48" TO CL REMAINING SWITCHES . . . . . . .43" 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 QUTLET5 . . . . • . . ..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. . . . . . . . ..54" TO CL LEVEL W/ DOORBELL BUTTON .. . .. . DR HANDLE KITCHEN HOOD FAN ."WHIP.".. . . ..66" TO CL KITCHEN WALL HUNG MICROWAVE OUTLET .. .. ... ... . . . ..76" TO CL KITCHEN DISHWASHER RECEPTACLE. UNDER SINK KITCHEN RANGE . . . . . . . . . . . .24" TO CL KITCHEN REFRIGERATOR . . . ....45" 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-I1512 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 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 PAR TY'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' DESIGN STATEMENT 6FLORIDA structure has been designed to comply BUILDING CODE 6th EDITION (2017) The Design Parameters are: Vult 140mph Vasd 108mph 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 INDEXI 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 #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 SH ET TITLE 'SHEET El :