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Home My WebLink About1961 Washington Ave (a)L a°L z APR 3 0 2012 `jcr�fcl 173y: CITY OF SANFORD BUILDING & FIRE PREVENTION gd= P RMIT APPLICATION Application No: .• /�l � Documented Construction Value: . Job Addr-css: .1'i i �_ �� fit— tlistoric. District: Yes ❑ No ❑ Parcel It): � " �� 7� " ' ��o Zoning: Deseriptiorr of Work -JW (mll�–';�i (yCMC;� Plan Review Contact Person: �/\W , � VU -&V---' Phone: 4g.eyy-i exp 1,e2, Fax: , z4 - wc.�) 4– Title: E-mail: t, kL.Ac"lt- C()N Cr'vCr j&-� CC,) CFL. r^f, Property Owner Information Street: m yto� .xfj(,4 raj City, State Zip: S W- Lpj l Phone: Resident of property? : y Contractor Information Narue Phone: 00 City, State Zip> ��2�� State License No.: Ckc nc� q— Name: Street: Arch itect/Enginee r Information Phone: Fax: City, St, Zip:_ I -nail: Bonding CompanyMortgage Lender: Address: �/` 31� %�/ =" '.2d, l� %,,�� Address: _ PERMIT INFORMATION Building Permit ❑ Square Footage: 110 Construction 'Type: No. of Stories: No. of l)welling Units: Flood Zone: Electrical ❑ New Service – No. of AMPS: Mechanical ❑ (Duct Itrycnit required I'or new systems) S- '-) 11f Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarun ❑ No. of heads: ABBREVIATIONS SYMBOLS USED AS ABBREVIATIONS ? ANGLE. FN FENCE PLAS PLA ? C_NJER LINE FBD FIBERBOARD PLAM ? COPYRIGHT FGL FIBERGLAS DRAIN TILE ? DEGREES DELTA FIN FFE FINISH t`ED FINISHED LOOR ELEVATION PL PG ? ? DIAMETER FFL FINISHED FLOOR LINEPWD i FLOW LINE FA FIRE ALARM UNFINISHED UNLESS NOTED OTHERWISE URINAL >t GREATER THAN FE FIRE EXTINGUISHER PVC OR EQUAL TO FEC FIRE EXTINGUISHER CABINET PE ? LESS THAN FHS FIRE HOSE STATION PCPL OR EQUAL TO FPL FIREPLACE PTI PD € PLUS OR MINUS FP FIREPROOF PCF ? PROPERTY LINE FRT FIRE --RETARDANT PLF ? SQUARE FOOT FIXT FIXTURE PSF & AND FI_G FLASHING EA PSI C� AT SPACING OF FLX FLEXIBLE PCC a NUMBER, FG FLOAT FLOOR, G A5 PFO PFN FACE EACH WAY PENNY FLR VAR VNR (ING) X WIDTH X HEIGHT FD FLOOR DRAIN PRF W/ WITH FL FLOW LINE PREM DETAIL NUMBER OR SECTION KEY FLUR FLUORESCENT PL ^ � 9 FTG FOOTINGOINT QT ON CENTER, (S) VG YIN VERTICAL GRAIN VINYL SHEET NUMBER AB ANCHOR BOLT FRD FRAMEA�Do�, (ING) RAD ABV AFF ABOVE ABOVE FINISHED FLOOR FS FUR FULL 3I FURRED, E(ING) RFT RL ACC ACCESS FUi FUTURE REF ACFL ACCESS FLOOR EWC EL ELE ELECTRIC W TER COOLER ELEVATION VERTICAL HEIGHT ELEVATION VIES`!) AP ACCESS PANEL VCT VF VT UD E RFL AC ACOUSTICAL GV GALVANIZ F(ED). WATER CLOSET ACPL ACOUSTICAL PLASTER GKT GASKET REG ACT ACOUSTICAL TILE GC GENERAL CONNTRACT, (OR) REIN ACR ACRYLIC PLASTIC GL GLASS, GLAZING RECP ADH ADHESIVE GLB GLASS BLOCK REM 'D ADJ ADJACENT GCMU GLAZED CONCRETE MASONRY UNITS REQ ADJT ADJUSTABLE CLAM GLUED LAMINATE RES AGO AGGREGATE GB GRAB BAR RET A C AIR CONDITIONING GD GRADE GRADING RA A T, ALTERNATE GRN GRANITE RVS ALUM ALUMINUM GRT GRATE, (ING) REV ANC ANCHOR ANCHORAGE GVL GRAVEL ESCALATOR ESTIMATE RH ANDD ANODIZED �r GRHS GREENHOUSE ROW ARCH ARCHITECT, ARCHITECTURAL TUB/SHOWER EXH RVT AD AREA DRAIN GRD GUARD ASPH ASPHALT CUT GUTTER R&S AT ASPHALT TILE GPDW GYPSUM DRY WALL WATERSTOP WEATHERSTRIP, (ING F BRI RD AUTO AUTOMATIC GPL GYPSUM LATH RFH AWN AINNING GPPL GYPSUM PLASTER WWF W RFG � GPT GYPSUM TILE RM BSPrI"T T BASEMENT GPW GYPSUM WALLBOARD PARTITI (ING) PAVEN�, ROP BL BASE TI GAS LINE STUB BM BEAM FIC HANDICAP PVMT PERF PAVEiA PERFORATE, (ED) ROOK BRG BEARING HRL HANDRAIL STEEL BPL BEARING PLATE HBD HARDBOARD PERIMETER WM RBT BEL BELOW HARDWARE RBL FOS FAS MARKHDW FlWD HARDWOOD WO WD WITHOUT WOOD BET BETWEEN HDR HEADER SFGL BVL BEVELED HTG HEATING WI SCH BEY BEYOND BLOCK HVAC DIMENSIONAL LUMBER HEAT/VENT/AIR CONDITION SCN BLK HD HEAVY DUTY SCUP PERPENDICULAR BLOCKING HT HEIGHT SNT BD HPT HIGH POINT STG BS BOTH SIDES HCR HOLLOW CORE SEC BO BY OWNER HOR HORIZONTAL PLATE SVYD BOT BOTTOM HB HOSE BIBB SSK BRKT BRACKET SHTH BRS BRASS IiVCAN INCANDESCENT SHT BIRK INCIN INCINERAT RSO FINISH GRADE WOOD BRICK ONZE INCL INCLUDE ED� (ING) SH BLDG BUILDING INSIDE dIA E R SHNG BUR BUILT UP ROOFINGID INS INSULATE ED (ING SHU BRGL BULLET RESISTANT GLASS INSC INStJLAIIPIG C SIC ET SIDG miller nor are they to assigned to any party without first obtaining said written permission IGL INSULATING GLASS SIM CAB CABINET INT INTERIOR SKL CAN CANVAS INTM INTERMEDIATE SL CPT CARPET INV INVERT SLO CSMT CASEMENT SOL CI CAST IRON JC JANITOR'S CLOSET SC CST CAST STONE JOINT P CB CATCH BASIN JF JOINT FILLER S CLG CEILING J JOIST SPC CHT CEILING HEIGHT SGL CEM CM CEMENT CENTIMETER (S) KPL KICKPLATE SPK SPL KIT KITCHEN CER CERAMIC KO KNOCKOUT SPEC CT CERAMIC TILE SPH CHBD CHALKBOARD SQ CHAM CHAMFER LAB LABORATORY ST CHIM CHIMNEY LAD LADDER STGL CR CHROMIUM LB LAG BOLT STD CIRC CIRCUMFERENCE LAM LAMINATE (ED) STA LGL LAMINATED GLASS ST CIR CLEAR, CLEARANCE CLS CLOSURE LO LAYOUTRY SFO CGL COATED GLASS LH LEFT HAND SD CUL COLUMN STR COMB COMBINATION L LENGTH SCT CUM COMMON LT LIGHT STCO COMPT COMPARTMENT LW LIGHTWEIGHT SFLR COMPO COMP COMPOSITION,C MPO ITE COMPRESS,(ED), IOPi), IBLE) LMS LIMESTONE SUS SYD CONC CONCRETE LTL LINTEL LIVE LOAD CMU CONCRETE MASONRY UNIT OC SYN CONN CONNECTION LLD LOOSE LAID SYS CONST CONSTRUCTION LVR LOUVER CONT CONTINUE CONTINUOUS I PT LOW POINT TKBD CONTR CONTRACT', CONTRACTOR TEL CJT CONTROL .JOINT MB MACHINE BOLT TV CPR COPPER MH MANHOLE TO CG CORNER GUARD MFR MANUFACTURE, (ER) TZ CORR CORRUGATED MRB MARBLE THK CTR CS COUNTER COUNTERSINK MAS MASONRY THR CRS COURSE MTL MAX MATERIAL MAXIMUM TBRL TORR CFT CUBIC FEET MECH MECHANIC, TPD CYD CUBIC YARD PAC MEDICINE C BIN BINET TPTN DPR DAMPER MED MDU MEDIUM MEDIUM DENSITY OVERLAY TOL T&G DP DAMP PROOFING PABR MEMBER TSL DEM DEMOLAD ISH O MMBDEMOLITION MET MET MEMBRANE METAL TC TJ DMT DEMOUNTABLE M METER, TP DTI_ DETAIL MW YE MICR WW TST DIAG DIAGONAL MM MILLIMETER, (S) TSF DIA DIAMETER MIN MINIMUM TW CIM DIMENSION MIR MIRROR TPG SDP DISPENSER MGL MIRROR GLASS (FRAMED) TOR DIV DIVISION MISC MISCELLANEOUS TB DTA DOVETAIL ANCHOR MO MLD MASONRY OPENING MOLDING MOULDING TR T DT` DOVETAIL ANCHOR SLOT PLASTER PLASTIC PLASTIC LAMINATE PLATE PLATE GLASS PLYWOOD POINT POLYVINYL CHLORIDE ' PORCELAIN ENAMEL PORTLANWR CEMENT PLASTER POUND POUNDS CUBIC FOOT POUNDS PER LINEAR FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRECAST CONCRETE PREFABRICATE, (ED) PREFINISHED PREFORMED PREMOULDED PROPERTY LINE QUARRY TILE RADIUS RAFTER CESS,FER ED FLET(ED , (IVE), (OR) FRIGEf�A 0 GISTER INFORCE (ED), ING) INFORM (%J ET PIPE MOVE QUIRED SILIENT REVERSE EV SE E(�IDR�VISE, (ED) RIGHT 11AN RIGHT OF WAY RISER RIVET ROD AND SHELF ROOF DRAIN ROOF HATCH ROOFING ROOM ROUGH OPENING ROUND CONCRETE PIPE ROWLOCK RUBBER BASE RUBBER TILE RUBBLE STONE SAFETY GLASS SCHEDULE SCREEN SCUPPER S S S YARD NG) GLASS SHJ:I.VING SOLDIER SOLID CORE SOUNDPROOF SOUTH SPACE, R) SPANDR GLASS SPEAKER SPECIAL SPECIFICATION SPLASH SQUARE STAINLESS STEEL STAINED GLASS STANDARD STATION STEEL STORAGE STOREFRONT STORM DRAIN STRUCTURAL STRUCTURAL CLAY TILE STUCCO SUBFLOOR SUSPENDED SIDE YARD SYMMETRY, (ETRICAL) SYNTHETIC SYSTEM TACKBOARD TELEPHONE TELEVISION TEMPERED GLASS TERRAZ�NESS) THICK THRESHD TO BE RELOCATED TO BE REMOVED TOILET PAPER DISPENSER TOILET PARTITION TOLERANCE TONGUE AND GROOVE TOP OF CONCRETE SLAB TOP OF CURB TOP OF JOIST TOP OF PLATE TOP OF STEEL TOP OF SUBFLOOR TOP OF WALL TOPPING TO REMAIN TOWEL BAR TRANSOM TREAD 1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS AND OWNER. CONTRACTOR SHALL ACCEPT PREMISES AS FOUND. OWNER ASSUMES NO RESPONSIBILITY FOR THE CONDITION OF THE EXISTING SITE OR EXISTING STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS; 00 NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED IF ANY DISCREPANCY OCCURS PRIOR TO CONTINUING WITH WORK. 3. ALL PLAN DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE INDICATED. AUTHORITIES. 4. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. THE CONTRACTORS MUST COMPLY WITH THE. CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNINGA 1H 5. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS HE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERRORS AFTER THE START OF CONSTRUCTION WHICH HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT AND OWNER. 6. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL REQUIRED CITY, COUNTY AND/OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THE WORK. 8. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND COORDINATE LOCATION OF FLOOR SINKS, FLOOR DRAINS, SLOPES/SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING STUB OUTS, AND ALL OTHER WORK UNDER THIS SCOPE OF RESPONSIBILITY RELATED TO THIS EQUIPMENT. REFER TO DRAWINGS PREPARED BY FOOD SERVICE EQUIPMENT CONSULTANT FOR ALL FOOD SERVICE EQUIPMENT REFERENCES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND UNTIL JOB IS COMPLETED. 10. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. 11. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 12. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED. 13. CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDUMS AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE KEPT UNDER THE CARE OF THE JOB SUPERINTENDENT. 14. NOT USED 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN ONE (1) YEAR OR AS OTHERWISE SPECIFIED FOR A SPECIFIC COMPONENT AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. 16. CONTRACTOR SHALL REFER AND CONFORM TO ALL RECOMMENDATIONS AND FINDINGS AS SET FORTH IN SOILS GEOLOGICAL REPORT. THE OWNER AND/OR ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE FINDINGS OR FOR THE FINAL RECOMMENDATIONS. GRADING, TRENCHING, ETC., CONTACT OWNER FOR INSTRUCTIONS PROPER TO THE CONTINUATION OF WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION CONSTRUCTION. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK, 17. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. 18, GENERAL CONTRACTOR TO REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS. ALL ITEMS NOT MARKED AS "OWNER SUPPLIED" ARE TO BE SUPPLIED BY THE GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. 19. GENERAL CONTRACTOR IS REQUIRED TO UMBEL ALL ELECTRICAL PANELS, SOUND EQUIPMENT, PLUMBING VALVES, AND ROOF TOP EQUIPMENT. PLASTIC PHENOLIC ENGRAVED PLAT SCREWED ON. 20. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT AND OWNER ANY SUCH DISCREPANCIES PRIOR TO COMMENCING WORK. 21. ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS OF LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION. 22. THE ARCHITECT AND/OR OWNER WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE OWNER AND/OR ARCHITECT'S APPROVAL OF A SEPARATE ITEM SHALL NOT INDICATE APPROVA OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 23. DECORATIVE MATERIALS, WALL HANGINGS, ETC., SHALL BE NON- FLAMMABLE OR FLAMEPROOF PER STATE FIRE MARSHALL REQUIREMENTS. 24. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING BUILDING CODES/ORDINANCES. 25. GYPSUM WALLBOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING CODES/ORDINANCES. 26. THE INTENT OF THESE DRAWINGS IS TO INDICATE THE SCOPE OF WORK REQUIRED IN ORDER TO CONSTRUCT A COMPLETE AND FINISHED SPACE READY FOR TENANT OCCUPANCY. THE CONTRACTOR AND SUBCONTRACTORS ARE EXPECTED TO VISIT THE PROJECT SITE PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT- PRIOR TO CONSTRUCTION - OF ANY DISCREPANCIES WITHIN THE DRAWINGS OR POSSIBLE CONFLICTS WHICH AFFECT THE PROGRESS OF THIS PROJECT. 27. PIPES AND DUCTS EXCEEDING ONE THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. '28. PROVIDE RODENT PROOF WEATHER-STRIPPING AT THE BOTTOM OF ALL EXTERIOR DOORS. 29. ALL MATERIAL REMOVED BY DEMOLITION ARE TO BE DISPOSED OF BY THE GENERAL CONTRACTOR OFF THE PROJECT SITE IN ACCORDANCE WITH LOCAL RESTRICTIONS, 30. GENERAL CONTRACTOR TO SUPPLY AND INSTALL LAMPS IN ALL LIGHT FIXTURES. 31. COORDINATE ALL ROOF PENETRATIONS WITH BUILDING OWNER AND ALL TRADES PRIOR TO COMMENCEMENT OF WORK. 32. GENERAL CONTRACTOR IS TO ASSURE THAT NO REBAR OR REINFORCEMENT IS PRESENT PRIOR TO CORE DRILLING OR PLACING BOLTS OR ANY OTHER ITEM WHICH COULD DISTURB THE STRUCTURAL SLAB. 33, THE WRITTEN SCALES SUCH AS 1/4"=1'0' APPLY ONLY TO UNREDUCED DRAWINGS. WHEN DRAWINGS ARE REDUCED, ONLY THE GRAPHIC SCALE APPLIES. DO NOT SCALE THESE DRAWINGS. 34. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. 35. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 36. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. 37. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS, WALL BLOCKING AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 38. THE INTENT OF THESE DRAWINGS IS TO INDICATE THE SCOPE OF WORK REQUIRED IN ORDER TO CONSTRUCT A COMPLETE AND FINISHED SPACE READY FOR TENANT OCCUPANCY. THE CONTRACTOR AND SUBCONTRACTORS ARE EXPECTED TO VISIT THE PROJECT SITE PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT- PRIOR TO CONSTRUCTION - OF ANY DISCREPANCIES WITHIN THE DRAWINGS OR POSSIBLE CONFLICTS WHICH AFFECT THE PROGRESS OF THIS PROJECT. G"ENERAL NOTES DN' DS DO`NN DOWNSPOUT MR MT MOP REGI P OR MOUNT �ED�, (ING) TRNB TYP TURNBUCKLE TYPICAL CMUCIE `{t'''::-' EARTH f� '' '% ft r r PLYWOOD CAM. UT DRAIN TILE NIUV MULL MOVABLE MULLION UC UNDERCUT ' ' •,. BOW DWR DWG DF DRAWER DRAWINGF DRINKING FOUNTAIN PIL MAILABLE uNF UNU UNFINISHED UNLESS NOTED OTHERWISE URINAL ELEVATION KEY OR SECTION KEY SHEET NUMBER 5AND OR GRAVEL FILL i i 3 INSULATING SHEATHING NAT NATURAL UR DW DISHWASHER PTI NICKEL UTL UTILITY DOW DUMBWAITER PIR NOISE REDUCTION EA EACH PLUM N NOMINAL NORTH Vi VB V -JOINT VAPOR BARRIER WOOD STUD PARTITION X,''J' ' '`:.'��",'t '} BATT INSULATION EW W FACE EACH WAY NIC NTS NOT IN CONTRACT NOT 'TO SCALE VAR VNR VARNISH VENEER EASEMENT NO NUMBER VERT VERTICAL DETAIL NUMBER OR SECTION KEY E ELAS EAST ELASTIC ON CENTER, (S) VG YIN VERTICAL GRAIN VINYL SHEET NUMBER --_� 3-2X4 WOOD POST OR 2-2X6 �' -T••-r ' RIGID INSULATION ELEC EP ELECTRIC, (AL) OP ELECTRICAL P NELBOARD OC OPAQUE VB VINYL BASE UNLE55 OTHERWISE NOTED EWC EL ELE ELECTRIC W TER COOLER ELEVATION VERTICAL HEIGHT ELEVATION VIES`!) OPG UPH ORN OPS' ING OPPOSITE HAND ORNAMENTAL VCT VF VT VINYL COMPOSITION TILE VINYL FABRIC VINYL TILE BRICK WATER CLOSET OD OUTSIDE DIAMETER VICP VITREOUS CLAY PIPE ELEV ELEVATOR OA OVERALL VICT VITREOUS CLAY TILE ANGLE EMER ENC EMERGENCY (URE) OH OVERHEAD WSCT WAINSCOT , CONCRETE BLOCK EQP ENCLOSE, EQUIPMENT PNT PPEL PAINT, (EDI PANEL, (ING) WH WC WALL HUNG WATER CLOSET CENTERLINE ESC EST ESCALATOR ESTIMATE PB PTD PANIC BAR PAPER TOWEL DISPENSER SHTR WP WATER HEATER WATERPROOFING ':' CONCRETE TUB/SHOWER EXH EXHAUST PTR PAPER TOWEL RECEPTOR WR WATER RESISTANT EXG EX EXISTING METAL PLATE E`CPANE EXPANDED BOLT PAR PRPT PARALLEL PARAPET WS WST WATERSTOP WEATHERSTRIP, (ING F BRI r HB H05E BIBB (FREEZE PROOF) EJT EXPANSION JOINT PK PBD PARKING PARTICLE BOARD WWF W WELDED WIRE WEST � �;';; :• ;:: L � STONE EXP EXT FOC EXPOSED FACfRIOF COO OR PTN PV PARTITI (ING) PAVEN�, WHS WID WHEEL STOP WIDTH WIDE ®- GAS LINE STUB LAVATORY FOF FACE OF FINISH PVMT PERF PAVEiA PERFORATE, (ED) WIN WG WINDOWN WIRED GLASS ;:' f STEEL FUM FACE OF MASONRY PER PERIMETER WM WIRE MESH FOS FAS FACE OF STUDS FASTEN, FASTENER PTR PLTG PLANTER PLANTING WO WD WITHOUT WOOD d PENNY WI WROUGHT IRON DIMENSIONAL LUMBER ❑ ❑ DOUBLE 51NK PERPENDICULAR BLOCKING R PLATE SINGLE SINK 0 ROUND OR DIAMETER FINISH GRADE WOOD . C` 201 zachar miller � copyright� Y designer hereby express) 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. DIMENSIONS ARE TAKEN FROM FACE OF STUD TO FACE OF STUD, UNLESS OTHERWISE NOTED. VARIES I - i I DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. cn w CK 1 A ROOM NAME X' -X Ory CLG 1 HR. FIRE RATED WALL 2 X FRAME WALL 2 X FRAME WALL WITH INSULATION 2 X BEARING WALL W/ STUDS 0 16° O.C. CONCRETE BLOCK W"4ALL. DOOR NUMBER WINDOW NUMBER ROW TAT, REVISED NUMBER REVISED AREA CLOUDED VIEW ORIENTATION DETAIL NUMBER BUILDING - - -4 SECTION KEY SHEET NUMBER _ DETAIL NUMBER - 4 DETAIL KEY SHEET NUMBER VIEW ORIENTATION DETAIL NUMBER ---� ELEVATION KEY 4 SHEET NUMBER SHEETINDEX index INDEX, ABBREVIATIONS/ SYMBOLS/ AND GENERAL NOTES SITE PLAN .0 ROOF PLAN, MISC. DETAILS, FOUNDATION PLAN t FND. DTLS. A2.1 FLOOR PLAN, WALL SECT. t MISC. NOTES ,2 ELEV., BLDG. SECT. t I" IISC. DETAILS .3 ELEC. PLAN, RISER t LINTEL SCHEDULE ,0a DESIGN / BUIL_ D miller constuctiori services FL reg. CBC1251569 8241 via bonita st. Sanford, fl 3277-1 Phone: 407-702-3955 contact: Zachary Tiller f_1% I r-% I Ali" 111U1VUL engineering FL reg. PE04-1509 1060 e. industrial shite VWi orange city, ti 32763 Phone: 386-774-8825 contact: Bryan Molyet , w c EARIH MWTAR PLAS-U CMUCIE A CAM. MUAL 1111111III1 ' `' ' ' •,. BOW 1 A ROOM NAME X' -X Ory CLG 1 HR. FIRE RATED WALL 2 X FRAME WALL 2 X FRAME WALL WITH INSULATION 2 X BEARING WALL W/ STUDS 0 16° O.C. CONCRETE BLOCK W"4ALL. DOOR NUMBER WINDOW NUMBER ROW TAT, REVISED NUMBER REVISED AREA CLOUDED VIEW ORIENTATION DETAIL NUMBER BUILDING - - -4 SECTION KEY SHEET NUMBER _ DETAIL NUMBER - 4 DETAIL KEY SHEET NUMBER VIEW ORIENTATION DETAIL NUMBER ---� ELEVATION KEY 4 SHEET NUMBER SHEETINDEX index INDEX, ABBREVIATIONS/ SYMBOLS/ AND GENERAL NOTES SITE PLAN .0 ROOF PLAN, MISC. DETAILS, FOUNDATION PLAN t FND. DTLS. A2.1 FLOOR PLAN, WALL SECT. t MISC. NOTES ,2 ELEV., BLDG. SECT. t I" IISC. DETAILS .3 ELEC. PLAN, RISER t LINTEL SCHEDULE ,0a DESIGN / BUIL_ D miller constuctiori services FL reg. CBC1251569 8241 via bonita st. Sanford, fl 3277-1 Phone: 407-702-3955 contact: Zachary Tiller f_1% I r-% I Ali" 111U1VUL engineering FL reg. PE04-1509 1060 e. industrial shite VWi orange city, ti 32763 Phone: 386-774-8825 contact: Bryan Molyet , w c •r ti a '►h' Yl ' 1 A ROOM NAME X' -X Ory CLG 1 HR. FIRE RATED WALL 2 X FRAME WALL 2 X FRAME WALL WITH INSULATION 2 X BEARING WALL W/ STUDS 0 16° O.C. CONCRETE BLOCK W"4ALL. DOOR NUMBER WINDOW NUMBER ROW TAT, REVISED NUMBER REVISED AREA CLOUDED VIEW ORIENTATION DETAIL NUMBER BUILDING - - -4 SECTION KEY SHEET NUMBER _ DETAIL NUMBER - 4 DETAIL KEY SHEET NUMBER VIEW ORIENTATION DETAIL NUMBER ---� ELEVATION KEY 4 SHEET NUMBER SHEETINDEX index INDEX, ABBREVIATIONS/ SYMBOLS/ AND GENERAL NOTES SITE PLAN .0 ROOF PLAN, MISC. DETAILS, FOUNDATION PLAN t FND. DTLS. A2.1 FLOOR PLAN, WALL SECT. t MISC. NOTES ,2 ELEV., BLDG. SECT. t I" IISC. DETAILS .3 ELEC. PLAN, RISER t LINTEL SCHEDULE ,0a DESIGN / BUIL_ D miller constuctiori services FL reg. CBC1251569 8241 via bonita st. Sanford, fl 3277-1 Phone: 407-702-3955 contact: Zachary Tiller f_1% I r-% I Ali" 111U1VUL engineering FL reg. PE04-1509 1060 e. industrial shite VWi orange city, ti 32763 Phone: 386-774-8825 contact: Bryan Molyet , w c w c 4 X I 41 1 z 0 in j 0 00 0 z*4 1 0 DCL LL. 7' UTILJTY EASEMET 0.16' OUT NQ) C� _b - E EXISTING SLOPE GRADE Q) 201-0" BUJILDINGT 5ETBACK 22'- in5l- 11 EXISTING =` %`'`` SLOPE GRADE of Co FOUND 1" IRON PIPE (NO#) 0.41NORTH Bc 0.22' EAST X -1 1Ln NI 251-011 U�LDING SETBACK '71 EXISTING SLOPE GRADE z 48) 1 4 0' j. - - -------- .......... \ L_ I .......... C ,q) copyright 2012, zach�--.try 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. �z U < lip* LLI T) 0.17' T _X 0 i o SET IRON (S CAP #3382 PARCEL I Dtt. 31 - I q - 31-504--0100--0110 LEGAL DE�)CRIPTION LEG LOT 11 BL 7 BEL -AIR PB 3 PG 7q � 7qA IMPORTANT NOTE: THIS PROPOSED 51 -FE PLAN 15 NOT AN ACTUAL SURVEY OF SAID PROPERTY. MILLER CONSTRUCTION SERVICES A55UI`1ES NO RESPONSIBILITY FOR THE ACCURACY OF SAID INFORMATION. THE OHNER AND/OR PROFESSIONAL LAND SURVEYOR SHALL VERIFY 51 -FE DIMENSIONS AND CONDITIONS/ PLACEMENT OF THE Sc TRUCTURE/ AND ANY OTHER RESTRICTIONS OR I -_ 11 -11 -CATIONS BEFORE CONSTRUCTION BEGINS. ZOIC I NG CITY OF SAN FORD ZONING - SRI 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 SUT Iflu SHEIET .6 > LL11 EXISTING =` %`'`` SLOPE GRADE of Co FOUND 1" IRON PIPE (NO#) 0.41NORTH Bc 0.22' EAST X -1 1Ln NI 251-011 U�LDING SETBACK '71 EXISTING SLOPE GRADE z 48) 1 4 0' j. - - -------- .......... \ L_ I .......... C ,q) copyright 2012, zach�--.try 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. �z U < lip* LLI T) 0.17' T _X 0 i o SET IRON (S CAP #3382 PARCEL I Dtt. 31 - I q - 31-504--0100--0110 LEGAL DE�)CRIPTION LEG LOT 11 BL 7 BEL -AIR PB 3 PG 7q � 7qA IMPORTANT NOTE: THIS PROPOSED 51 -FE PLAN 15 NOT AN ACTUAL SURVEY OF SAID PROPERTY. MILLER CONSTRUCTION SERVICES A55UI`1ES NO RESPONSIBILITY FOR THE ACCURACY OF SAID INFORMATION. THE OHNER AND/OR PROFESSIONAL LAND SURVEYOR SHALL VERIFY 51 -FE DIMENSIONS AND CONDITIONS/ PLACEMENT OF THE Sc TRUCTURE/ AND ANY OTHER RESTRICTIONS OR I -_ 11 -11 -CATIONS BEFORE CONSTRUCTION BEGINS. ZOIC I NG CITY OF SAN FORD ZONING - SRI 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 SUT Iflu SHEIET N OI ES: 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 TETE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD DE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH SIDE) 1'--6" TO 6'-0" 3 HEADER S FUD`r, (EACH I SIDE) 6'-0" TO 12'--0' S' "ooF EDGE 4'-� 4 HEADER STUDS (EACH SIDE) 12'--0" TO '18'-0" 1 CO 2 HEADER STUDS REQ. (1) FULL LENGTH STUD @ i Q 4' 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS -__________________- 4 1-1EADER S"IU C) S REQ. ((2) FULL_ LENGTH STUD:' Q2) RIDGE i --- < O i 4. 13EAPNING WALT_ NAIL PATTERN: 1-��---1- - - 1. PLYWOOD: (FIELD) USE 8D NAILS @ '12" 0/C O 1 U iO2 OOi -~r� w h, OR O:S.13, 02 - . (EDGE) USE 8D NAILS @ 0" 0 C F-_____-'�- _- -i 2. GYPSUM: (FIELD) USE 5D NAILS @ 10" O/C O `� O- - (EDGE) USE 5D NAILS C 7' O/C 5 5. ROOF NAILING PATTERN: PLYWD OR OSB OZONE 1 - USE SD COIMMON NAILS C0a 12" 0/C ZONE CHART (2)ZONE 2 - USE 8D COMMON NAILS @ 6" 0/C O7 -ONE 3 - USE E30 COMMON NAIL cy 4" O/C 6. 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" 0/C 7. SENCO 2 1/4" X .131 & PASEL ODE 2 114" X .099 PNEUMATIC NAILS MAY BE USED IN LIE OF 8D COMMON NAILS. NAILED (9 5" O.C. EDGES & @ 10" O.C. FIELD 8. ALL INTERIOR LOAD BEARINGWALLS TO BE 2X4 #2 SPF U 24" O.C. UP TO 14`-0" HGT, INTERIOR LOAD BEARING WALLS ABOVE 14-'-0" -I-O BE 2X4 #2 SPF @ '16" O.C. UNLESS O THEFN'WISE RIOTED. .......... # 5 DOWEL l8"X8"X16" CONC. BLOCK EXTERIOR FI�J9SI-i---.- -'' r " CONC. SLAB W/h 6X6 10/10 W.W.M. - — , , ^ 7777-7 — 4„ ,{ . • , G _ ��RADE COMPACTED FILL TERMITE TREATED " MOISTURE BARRIER ---- 2 # 5 BARS CONT. 16" TYPICAL EXTERIOR FOOTING _ SINGLESTORY, m � FOUNDATION I'-0" 3/4" = 1'-0" 4" CONCRETE SLAB W/ 6"X6" VI1.4 X W1.4 WWF (OR FIBERMESH) OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL PROVIDE 12"w X 3/4"d CONT. "RAIN CUT' @ EDGE OF CONIC, SLAB 2 # 5 BARS CONT. 3/411 = 1'-011 k� J copyright 2012, zachary miller designer hereby expressly reserves his copright and other property rights in these pl whatsoever without firs -t obtaining the express written permission and consent of zac S'-00 BRG. STRUCTURAL NOfES - UNLESS OTHERWISE NOTED, ALL WOOD/WOOD CONNECTORS ARE TO 3F SIPIPSON STRONG -TIE UI512 "ITH_I4-I0dxl 4MUOKERWISE NOTED, ALL W00D/MA5ONRY CONNECTORS ARE TO 13E SIMPSON STRONG -TIE I-IETA20 WIT! -i - THE STANDARD CARE FOR ALL PROFESSIONAL SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WILL BE THE SKILL AND CARE USED BY MEMBERS OF THE CONSULTANTS PROFESSION PRACTICING UNDER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND IN THE SAME LOCALITY. CONSULTANT MAKES NO WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS AGREEMENT OR OTHERWISE IN CONNECTION WITH CONSULTANTS SERVICES. -- CLIENT AND CONSULTANT EACH AGREE TO INDEMNIFY AND HOLD OTHER HARMLESS AND THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE ATTORNEYS FEES TO THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING PARTY'S NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGIIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. AREA TABULATIONS MAIN HOUSE FLR. PLAN -A/C 12hq S.F. FRONT PORCH b7 GARAGE 432 S. F. S. F. TOTAL SQFT. 11785 S.F. �• 7 d :� tri' 1.yf:+ l .. :!r`1 4 r'. `� j,�rH ;i .� '�•Y 77 i r� �� '`�t e ts<e..,z. }M. .. DESIGN STATEMENT (This Structure has been designed to comply) with Chapter I6 of the 2010 Florida Building Code (sid ASCE 7-10. L - 1:sJgn Parameters we Vult 14rknph Vasil 108mph Risk Category II Exposure C GCpI 0.18 Floor Live Load (psf) Uninhabitable attics without storage 10 Uninhabitable attics w/ limited storage 20 Habitable attics aid sleeping areas 30 All other areas 40 Roof Live Load 10 Components 4 Cladding +25.6 -34.3 NO QLNER CERTIFICATIONS ARE STATED OR W PLIED BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL_ DR. SUITE W ORANGE CITY, FL 3?`I,63 PE #t04150ci CERTIFICATE AUTHORITY #0000'TS55 VALID �v DATE D 5EAl. AND D VU DESIGN / BUILD miller constuction services FL reg. CBC125-11569 824.1 via bonita st. Sanford, fl 32771 Phone: 407-792-3055 contact: Zachary Miller ENGINEER Melyet engineering FL reg. PE041509 1060 e. industrial suite W orange city, I'l 32763 Phone: 386-774-8825 contact: Bryan Molyet SifET 'UTL.E it auT III 0 3 TAB 5HING1_E 011 30# FELT VAPOR BARRIER ON 112i1 PLYbYOOD OVER PRE- ENG1111EERED, - --- PRE-FABRICATED 1,100D TR USSE5 @ 24" O.C. SEE PLAN _ 12 1 YP, SFL' (i y3i%"'v SII�iFJON I'lETAlG , . HURRICANE CONNECTOR PI �., PER ENGINEER -I ---- �_'� r GALV. NTL. DRIP OVER PT IXi - ALUMINUM FASCIA ALUMINUM CON• INUOU VENTED SOFFIT 5/8" STUCCO FIN. OVER G.M.U. WALL (1-1-P.) I1° X 3" P."1-. i-dlPIrjOw/DOOR BUCK; ANCHORED TO BLOCK W/ 1--3VW T-41AIL5 @ 6" O.C. 0R 2"X P.T. WINDOW/ DCX)R BOC, ANCI.10R FD 1-0 BILOCK H/ 3/10" DIA. X ?,I' TAU CON SCREWS @ 12" O.C. GRADE R-30 INSULATION (MINIMUM) SEE ELEVATIO f9Ii 5/8° GYP. HOARD AT CEILING 8)(6X16 C.M.U. KNOCK -OUT BLOCK REINF. CONT. :r.. `'•,. �� _ _ _ SEE ELEVATIO P.C. LINTEL W/ 1 # 5 INDICATES #5 ROD DOWELS VERT. IN BLOCK CELLS CONTINUOUS FROM FOOTING REINFORCEMENT TO Ca,IC. BOND BEAM ABOVE. FILL CELLS WITH CONCRETE. ( SEE STRUCTURAL DWGS.) 611 U --SHAPED PRECAST LINTEL OVER ALL ' OPENINGS H/ (1) # 5 IN EACH. WINDOW UNIT '-� PRECAST SILL BY PRECAST MFG. 8" X811X16" CONCRETE BLOCK WALL W/ DUR-O-HAL - VERTICAL RE- INFORCEMENT EVERY 32' O.C. R '4.2 INSULATION @ BLOCK WALLS / 1/2" DRYWALL OVER IX FURRING STRIPS OVER 8" CMU. X- 3" HOOP BASE --4" CONCRETE SLAB W/ 6"X6" 10/10 W.W.M. (W/ / FIBERME5H OPTION) ON 6 MIL VAPOR BARRIER OVER WELL COMPACTED TERMITE TREATED FILL_ TYP. SN' �CAL_E:3/4' µ 0-0° 0'-0" FIN. FLR V ING Cd) copyright 2012, z-achary rI-Iiller de -signer ner hereb r� ores.s �,, sz � s opright and other property rights in these pla � °y ��, r, 1, re�.�,rves his e ��I-1��fi;�oev,eir witurlou fir_ t' �A)taining -the express Written permission and consent of tach NOTESSTRUCTURAL - UNLESS OTHERWISE NOTED, ALT BE WOOD/WOOD CONNECTORS ARE TCI SIMPSON STRONG -TIE NTS12 WITH 14-I0dx! RAISE NOTED, ALL DE WOOD/NASONRY CONNECTORS ARE TO SIMPSON STRONG -TIE H_IE 0 WITH - 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 OTHERVASE IN CONNECTION MTH 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 PARTYS NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. MAIN HOUSE FLR. PLAN -A/C 126q S.F. FRONT PORCH 87 S. F. GARAGE 432 S. F. TONAL.. SQF-T. 11 7w 5.F. Ji .1 , 3! '1 Yt i. t y,, ,�.,�f, ' J � �I ✓ �v PESIGN STATRIENT N AL.. NOT This structure has been designed to comply , CONCRETE NOTES: Cade crd ASCE 7-10. �� WC NOT 15- I. PROJECT 15 BC=rH INTERIOR EXTERIOR. Vasd 108nph -TION 2. ALL WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH ALL PERTINENT I. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED I. THE INTENT OF j HEST DRAWINGS 15 TO INDICATE THE SCOPE OF (3) FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO: 10 TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY Habitable attics " sleeping areas WORK REQUIRED iN ORDERED 1-0 CONSTRUCT AND COMPLETE A All other areas -NFPA 101 LIFE SAFETY CODES (2010) Roof Live Load SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A Components # Cladding FINISHED SPACE 'READY FOP? OWNER OCCUPANCY. -1-HE CONTRACTOR -FLORIDA BUILDING CODE. (2010) co UJI DIFFERENT DETAIL 15 SHOWN. AND SUB -CONTRACTORS ARE EXPECTED TO VISIT THE PROJECT SITE 3. ALL WORK SHALL BE COMPLETED IN STRICT ACCORDANCE W/ ALL MANUFACTURERS 2. NOT USED PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT- PRIOR TO SPECIFICATIONS, GUIDELINES, AND RECOMMENDATIONS. 3. REINFORCING STEEL SHALL BE MINIMUM GRADE 60 AND IDENTIFIED IN CONSTRUCTION- OF ANY D15CREPANCIES WITHIN THE DRAWINGS OR 4. PRIOR TO START OF WORK, G.C. SHALL REVIEW THESE CONSTRUCTION DOCUMENTS ACCORDANCE W/ ASTM A 6151 A GI6, A 617, OR A 706. POSSIBLE CONFLic7rs WHICH AFFECT THE PROGRESS OF THIS AND PRINTED SCOPE OF WORK TO BE PERFORMED UNDER THE CONSTRUCTION 4. JOINT REINFORCEMENT ANCHORS TIES AND WIRE FABRIC SHALL PROJECT. THE CONTRACTOR I OR SHALL VERIFY Y AL!_ DIMENSIONS AND CONTRACT W/ A DULY AUTHORIZED REPRESENTATIVE OF THE OWNER. CONFORM TO THE FOLLOWING STANDARDS: (1) ASTM A 82 FOR JOINT FIELD CONDITION NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES 5. ALL FINAL COLOR AND FINISH SCHEDULE SELECTIONS SHALL BE APPROVED IN WRITING � , REINFORCEMENT AND WIRE ANCHORS AND TIES, (2) ASTM A 36 FOR BEFORE PROCEEDING' WITH PROJECT. BY OWNER. IN GENERAL, NEW CONSTRUCTION SHALL MATCH EXISTING AND CONTINUOUS CONSTRUCTION IN COLOR, FINISH, MANUFACTURER, AND INSTALLATION METHOD. PLATE, HEADED AND BENT BAR ANCHORS, (3) ASTM A366 FOR 2• DO NOT SCALE T14ESE DR.AW1NG S (o. G.C. SHALL FIELD VERIFY DIMENSIONS AND CONDITIONS PRIOR TO ORDERING NEW 5, SHEET METAL ANCHORS AND TIES. METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND 3- LIGHTING AND POWER INFORMATION 15 514OWN FOP, LOCATION ONLY. MATERIALS, FINISHES, EQUIPMENT, AND FIXTURES. THESE CONSTRUCTION DOCUMENTS ARE BASED, IN LARGE PART, ON TENANT NOT DIRECTLY EXPOSED TO THE WHETHER SHALL BE GALVANIZED IN ELECTRICAL CONTRACTOR SHALL BE RES�0IJS,Ii3LE FOR DE SIGN AND -SUPPLIED RECORD CONSTRUCTION DOCUMENTS ('AS GUILTS'). THE ARCHITECT DQES NOT, REPRESENT THAT HE HAS FIELD ACCORDANCE W/ ASTM A 1531 CLASS B-2. METAL ACCESSORIES FOR INSTALLATION OF THE ELECTRICAL si' -EEM, OWNER NU ST APPROVE VERIFIED THE RECORD CONSTRUCTION DOCUMENTS AND HE DOES NQT CERTIFY USE IN INTERIOR WALL CONSTRUCTION SHALL BE MILL GALVANIZED IN DESIGN BEFORE INSTALLATION. THEIR ACCURACY. ACCORDANCE W/ ASTM A 6.41, CLASS I. 4. WHERE NEW CONSTRUCTION MATCHES EXISTING SURFACES MATCH AND G.C. REMAINS SOLELY LIABLE AND RESPONSIBLE FOR THE FOLLOWING: 6. A CONTINUOUS LOAD PATH BETWEEN FOUNDATIONS, WALLS AND ALIGN NEW FINISHES WITH THE- EXISTING.7. - IDENTIFICATION OF ANY AND ALL HAZARDOUS MATERIALS, INCLUDING, BUT NOT LIMITED ROOFS SHALL BE PROVIDED. APPROVED CONNECTORS, ANCHORS AND 5- CONTRACTOR TO INSTALL 7" GUTTERS AROUND PERIr"IE`rEF-" OF ROOF ASBESTOS --LADEN MATERIALS. (NOTIFY TENANT, IN WRITING, IF ANY HAZARDOUS OTHER FASTENING DEVICES NOT INCLUDED IN THE STANDARD (WHERE APPLICABLE). MATERIALS ARE DISCOVERED.) BUILDING CODE SHALL BE INSTALLED IN ACCORDANCE W/ THE MANUFACTURER'S I ,� I () � S - THE ADEQUACY AND INTEGRITY OF ANY AND ALL STAGING, SCAFFOLDING, SHORING, RECOMMENDATIONS. WHERE FASTENERS ARE NOT gg �' __.. AND FORM WORK. OTHERWISE SPECIFIED, FASTENERS SHALL BE PROVIDED IN -- ANY AND ALL JOB SITE SAFETY PROGRAMS. ACCORDANCE �.u/ TABLE 1705.1 OF THE STANDARD BUILDING CODE I. ALL NEW GYP. BOARiE) MALLS ARE r0 BE PAINTED AS FOLLOWS: 2 ( ) 8. NOT ALL AREAS OF THE PROJECT LOCATION WERE AVAILABLE FOR OBSERVATION AND (SEE APPENDIX E). UNLESS OTHERWISE STATED, SIZES GIVEN FOR THO COATS OF SEMI --GLOSS PAINT - COLOR IS 'TO BE VERIFIED BY OWNER. VERIFICATION @ THE TIME THESE CONSTRUCTION DOCUMENTS WERE PREPARED. 7. NAIL ARE COMMON WIRE NAILS. ALL CONTINUOUS VERTICAL AND HORIZONTAL BARS IN FOOTINGS 2. ALL STAIN PAINT FI-09RING AND WOOD ETC, SA; E e , , 1P9._�.=a ARE TO BE CONSEQUENTLY, THE ARCHITECT DQES NOT CERTIFY THEIR ACCURACY. THESE CONSTRUCTION FOUNDATION WALLS SLABS AND OTHER CONCRETE SHALL BE ' _ PROVIDE BY CONTRACTOR AND APPR. VED BY OWNER M.QR TO DOCUMENTS SHALL NOT BE REFERENCED AS A LEASE EXHIBIT. LAP -SPLICED, WHERE NECESSARY OR DESIRABLE, BY WIRING APPLICATION q. CONTRACTOR TO RUN ELECTRIC TO SLAB ON SIDE AREA OF HOUSE TOGETHER IN CONTACT. LENGTH OF ALL LAPS SHALL BE 40 -BAR FLA A I �`� -�� (�- 10. G.C. TO VARIFY ALL EXTERIOR AND INTERIOR FINISHES DIAMETERS OR 24"MIN. WHICHEVER IS GREATER. v WITH OWNER 8. MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE 3" IN I. IN ALL AND ANY FLAWING SITUATIONS RERER TO THE SMACNA FOUNDATION NOTES: FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY MANUAL IN CONTACT WITH THE EARTH; OR, 1 1/2" FOR #5 AND v I SITE NOTES. T SMALLER BARS AND 2 FOR #6 AND LARGER BARS WHERE --- - �.. I. REVIEW CONCRETE NOTES. CONCRETE IS FORMED AND WILL BE EXPOSED TO THE EARTH OR TO WHETHER. 1. SURVEY BE PROVIDED BY OHNE-P, UPON S1.1E3MITTLE FOR PERMIT. 2. VERIFY LOCATION OF BUILDING AT SITE AND ADJUST CONCRETE q. A SOIL OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A FOOTINGS, SLABS, LANDINGS AND STEPS AS GRADE REQUIRED. FOOTING OR THOUGH A FOUNDATION WALL SHALL BE PROVIDED WITH 2 ANY AND ALL SETBACK AND HE•IG441- REtiaFRICTI+CN5 ARE TO BE DOOR / H II N OH NOTES: A RELIEVING ARCH, OR THERE SHALL BE BUILT INTO THE MASONRY WALLAN IRON `T -HE VARIFIED WITH PROPER I•' IUNICIPALITIE:S BY THE CONTRACTOR. PIPE EVE TWO PIPE SIZES GREATER THAN PIPE PASSING THROUGH TRUSS N0 I. DOOR AND WINDOW CONNECTIONS AND PRODUCT SPECIFICATIONS TO 10. FOO-rING SHALL DE LEVEL OR SHALL BE STEPPED SO THAT BOTH BE PROVIDED BY CONTRACTOR. TOP AND BOTTOM OF SUCH FOOTINGS ARE LEVEL. THE BOTTOM OF I � I� � -TRUSS I1ANF. TO FE -ILD VA _y1ST1Nf, pIIY1E�10N�, ��IFY ALL MECHANICAL OT ALL SHALL 13E1NGS, EXCEPT A MINIMUM OF 12" LITHIC SLAB -ON -GRADE BELOW FINISHED GROUND LINE. IN FOUNDATIONS L I �e I ` S y I. MECHANICAL CONTRACTOR TO UPGRADE EXISTING AHU IF NECESSARY 1 � x" ALL LINTELS ARE TO BE F)F16_IT/11.3 INDICATES #5 ROD DOWELS VERT. IN BLOCK CELLS CONTINUOUS FROM FOOTING REINFORCEMENT TO Ca,IC. BOND BEAM ABOVE. FILL CELLS WITH CONCRETE. ( SEE STRUCTURAL DWGS.) 611 U --SHAPED PRECAST LINTEL OVER ALL ' OPENINGS H/ (1) # 5 IN EACH. WINDOW UNIT '-� PRECAST SILL BY PRECAST MFG. 8" X811X16" CONCRETE BLOCK WALL W/ DUR-O-HAL - VERTICAL RE- INFORCEMENT EVERY 32' O.C. R '4.2 INSULATION @ BLOCK WALLS / 1/2" DRYWALL OVER IX FURRING STRIPS OVER 8" CMU. X- 3" HOOP BASE --4" CONCRETE SLAB W/ 6"X6" 10/10 W.W.M. (W/ / FIBERME5H OPTION) ON 6 MIL VAPOR BARRIER OVER WELL COMPACTED TERMITE TREATED FILL_ TYP. SN' �CAL_E:3/4' µ 0-0° 0'-0" FIN. FLR V ING Cd) copyright 2012, z-achary rI-Iiller de -signer ner hereb r� ores.s �,, sz � s opright and other property rights in these pla � °y ��, r, 1, re�.�,rves his e ��I-1��fi;�oev,eir witurlou fir_ t' �A)taining -the express Written permission and consent of tach NOTESSTRUCTURAL - UNLESS OTHERWISE NOTED, ALT BE WOOD/WOOD CONNECTORS ARE TCI SIMPSON STRONG -TIE NTS12 WITH 14-I0dx! RAISE NOTED, ALL DE WOOD/NASONRY CONNECTORS ARE TO SIMPSON STRONG -TIE H_IE 0 WITH - 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 OTHERVASE IN CONNECTION MTH 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 PARTYS NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. MAIN HOUSE FLR. PLAN -A/C 126q S.F. FRONT PORCH 87 S. F. GARAGE 432 S. F. TONAL.. SQF-T. 11 7w 5.F. Ji .1 , 3! '1 Yt i. t y,, ,�.,�f, ' J � �I ✓ �v PESIGN STATRIENT Tr - This structure has been designed to comply , with Chapter IG of the 2010 Florida Building Cade crd ASCE 7-10. The Pesign Pcra mters ore: r Vult 140mph Vasd 108nph Risk Category II Exposure C PA GCPI 1- 0.16 Floor Live Load (psf) (3) Uninhabitable attics without storage 10 Uninhabitable attics w/ limited storage 20 Habitable attics " sleeping areas 30 All other areas 40 Roof Live Load 10 Components # Cladding +25.6 -34.3 N0 OTHER CERTIFICATIONS ARE 5TATED OR IMPLIED BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL D - SUITE W ORANGE CITY, FL 32 3 PE #04150 CERTIFICATE AUT TY tt,Q000g855 DATE VALID 5f_D 5EAI. A10 SIC�iED BLS IR DESIGN / BUILD miller constuction services FL reg. CBC1251569 8241 Via Bonita st. Sanford, 1`1 32771 Phone: 407-792-3955 contact: Zachary Miller �r��r�ln�cco moiye-i engineering FL reg. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 366-774-3625 contact: Bryan Molyet sT TITLE I Sli1:ET .P 9 Tr - J r C );. : PA LU LL (3) 0 . C')0 Iq ��iro•x M .�.: L.. Iii 1 Jn 6e. co UJI sT TITLE I Sli1:ET .P 9 MAXIMIUM SPACING OF F -11 -LED CE_LL'�':') UNGROUTED CELLS THAT CAN RESIST A 100 M.P.H. LOAD WIND (ASCE. 1-88 FIG. 3 = 15' - 20' HGT. = 22.3#.) MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS IS 25 P. S.I. - A.C.I. 5,61 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 'k 25 -= 95.43" X = 8.45" USE 8'-0" HORN. 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 L.INTEL W/ (1) #5 CONT. C0 9'--4" I -IGT. (+/- 8") Uj 2X10 #2 SYP (2" >% LARGER THAN --- RAFTERS) W/ (3) 16d FOI-Z 2X6, (4)16d FOR �ti\•�—------ 2X8, (5) 16d FOR yam`--- --- 2X10, (6)16d FOR 2X12. 2X #2 SYP RAFTER 'W1 SlIMPSON A•34 @ RIDGE EID. & PLATE (SEE Z2X'10 ROOF PLAN FOR SIZES) RIDGE (2" LARGER THAN RAFTERS) T'I'P, VAL-LEY FRAMING LIMITING HEIGHTS EXTERIOR #2 STUDS SIZE STUD MATERIAL & 0/C SPACING MAX. HT. — 2" X 4" SPRUCE, FIR 24" 0/C 8,--4" 2" X 4" SPRUCE, FIR '16" 0/G FILLED 2" X 4" SPRUCE, FIR 12" 0/C W i 00 2" X 4" SOUTHI-RN PINE 24" 0/C _ 9' -CJ" -- 2" X 4" SOUTHERN PINE 16" O/C 11'-0" 2" X 4" SOUTHERN PINE 12" 0/C - --- 12'-8" 2" X 6" SPRUCE, FIR 24" O/C 2" X 6" SPRUCE, FIR 16" O/C 13'-0" — 18' 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" O%C_ 17'-0" 2" X 6" SOUTHERN PINE 12" O/C -- 2" X 8" SPitUCE, FIR 24" 0/C --- 17'-0" 2'_X 8" SPRUCE, FIR 16" 0/C. 443 2" X 8" SPRUCE, FIR 12" 0/C 24'-0" _ 2" X 8" SOUTHERN PINE -24" O/C (6) 1Od, (4) 1 O - 2" X 8" SOUTHERN PINE 16i�0%C 12' 2” X 8" SOUTHERN PINE 12" 0/C -8„�--- 26'-0" UP TO 16' (NON --BEARING) USE --- '1 #5 IN HEADER. 16' BEARING AND 18' USE 2 r5'S IN HEADER. GARAGE DOOR HEADER D TL. BOTTOM PLATE I #5 VERT. DEIN 1%2" ANCHOR SLOT @ 48" 0/C (VERT.) (3 MIN.) FRAME TO BLOCK CONNECTION F 12" O.C. ADD 2X4 FULL FICT. SS WEB Cc)O.C. a---0TO 10'-0" HGT. 16d O 12" O.C. ADD 2X6 FULL FICT. TRUSS WEB 0 24" Q.C. 10'-0" TO 14'-3" HGT. MODIFICATION OF GABLE END TRUSS WEBS EXIST. ROOF SYSTEM AND ROOF STRAPPING DRILL 6" INTO EXIST. --- LINTEL, EPDXY & DRIVE & BEND VERT., 25" LAP REO'D. FACE OF BLOCK 0 PROP. FILLED CELL LOC- ATION. (TYP.) ALTERNATE LOCATION OF FOOTING DETAIL W/ FILI_EI I CiAIR BLOCK DRILL 6" INFO EXIST. FTG, EPDXY & DRIVE #5 & BEI VERT., 25" LAP REQ'D. CORRECTION FOF MISSED DOWELS FIURRI(;;A�i� TIE BRAND SIMPSON CONC. LINTEL UPLIFT 1000 6L OCK FILLED /-//- W i 00 #5 469 (NER) SIMPSON HETA20 PRECAST CONC, 469 LINTEL CONC. i'" --FILLED (14) 16d, (6) 16d W/ 1 #5'S UP TO 16' (NON --BEARING) USE --- '1 #5 IN HEADER. 16' BEARING AND 18' USE 2 r5'S IN HEADER. GARAGE DOOR HEADER D TL. BOTTOM PLATE I #5 VERT. DEIN 1%2" ANCHOR SLOT @ 48" 0/C (VERT.) (3 MIN.) FRAME TO BLOCK CONNECTION F 12" O.C. ADD 2X4 FULL FICT. SS WEB Cc)O.C. a---0TO 10'-0" HGT. 16d O 12" O.C. ADD 2X6 FULL FICT. TRUSS WEB 0 24" Q.C. 10'-0" TO 14'-3" HGT. MODIFICATION OF GABLE END TRUSS WEBS EXIST. ROOF SYSTEM AND ROOF STRAPPING DRILL 6" INTO EXIST. --- LINTEL, EPDXY & DRIVE & BEND VERT., 25" LAP REO'D. FACE OF BLOCK 0 PROP. FILLED CELL LOC- ATION. (TYP.) ALTERNATE LOCATION OF FOOTING DETAIL W/ FILI_EI I CiAIR BLOCK DRILL 6" INFO EXIST. FTG, EPDXY & DRIVE #5 & BEI VERT., 25" LAP REQ'D. CORRECTION FOF MISSED DOWELS FIURRI(;;A�i� TIE BRAND SIMPSON INTERCHANGABILITY MODEL MTS12 SCHEDULE FASTENERS# (14) 1 O UPLIFT 1000 COMPLIANCE 413 (NER) SIMPSON META16 (12) 10d x 1-1/2" 1490 469 (NER) SIMPSON HETA20 (16) 10d x 1-1/2" 1890 469 (NER) SIMPSON HUS28 (14) 16d, (6) 16d 1550 499 (NER) SIMPSON LSTA12 (10) 1 O 755 443 (NER) SIMPSON SP1 (6) 1Od, (4) 1 O 585 499 (NER) SIMPSON SP4 (6) 10d x 1-1/2" 735 499 (NER) SIMPSON I-STA36 (26) 10d 1715 443 (NER) SIMPSON H5 (4) 8d, (4) 8d 455 499 (NER) SIMPSON ABU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2200 499 (NER) SIMPSON HTS16 (16) 1 O 1260 413 (NER) SIMPSON L50 (6) 1 O 420 443 (NER) USP AC5 (6) 1 O 425 3613 (ICBO) SIMPSON A34 (8) 8d x 1-1/2" 365 413 (NER) SIMPSON HTS20 (20) 1 O 1450 * (NER) SIMPSON SP2 (6) 1Od, (6) 10d 890 499 (NER) SIMPSON H4 (4) 8d, (4) 8d 360 499 (NER) NOTE: NAIL VALUES: 1) USE (1) MTS12 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL BASED ON "NATIONAL DESIGN SPECS OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) FOR WOOD CONSTRUCTION FROM 2) USE (1) META 20 (OR INTERCHANCABLE TIE) FOR TRUSS TO BLOCK WALL TABLE 8.8c - "NAILS AND SPIKES - CONNECTION (U.N.O.) LATERAL LOAD DESIGN VALUES" 3 USE HUS26 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) NAIL SHEAR VALUE (Ibs.) 4 USE (3) 16d OR (3) .131 x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK 8d 103 TO HIP GIRDER, (T&B) 10d 125 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000LB DOWNLOAD) 16d 149 (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSS ES(7500-1 0,000LB DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(t7500LB DOWNLOAD) DRIP EDGE - COMPLIANCE REPORT PENDING ALUM SOFFIT 3 -TAB SHINGLES OVER 304 FELT ON �"— PLYWD. OVER P.E. TRUSS INSULATION - 8' -0" HD. HGT. _ ALUM SOFFIT, FASCIA -zl AND DRIP EDGE LINE OF CEILING — BEYOND 5/6" STUCCO OVER — CMU WD. BASE — 0' 0" fin. fir. 12 4 12 --------------------------- Dining TILE VAULTED CLG. of Ti E VAULTED CL67. STRUCTURAL WTES - UNLESS OTHERWISE NOTE41`ol WOOD/WOOD CONNECTORS ARE BE 51MP5ON STRONG -TIE Vt0NbW4ERWISE NOTED, AE TO !3E WQOD/MASONRY CONNECTORS A 5IMP5ON STRONG -TIE NETA20 rIl fl � � � Cr 1 scale -.25-12" r-areI ev, ,tkci%r " - -„mak. .,,.�.,�.-,�,�:��.��x�.��•��„ scale: ,25=12 11 " STUCCO OVER Cr'IU 0°_-0' fin. fir. III SOFFIT,1CIA AND AREA TABULATIONS 6'-8" HD. i-IG`r. P EDGE _ :R CMU FLP,. PLAN -A/C 12r G S.F. FRONTPORCH 37 S. F. 0°-0' fin. fir. C.-tAP.AGE 432 S. TOTAL 50FT. 11788 5. F. F 4" CONC. W/ 6X6 10/10 W.W.M. FOOTER _/ ) �� PIPE THRU - FOOTER ADD (1 5 25" LAP PIPE THRU MONO FTG. DETAIL RT -18 OR EQUIV (4) TAPCONS " k' x 2 INTEL CORRECTION FOR MISSED LINTEL STRAP DETAIL 3 -TAB SHINGLES OVER 30# FELT ON �" PLYWD. OVER P.E. TRUSS ALUM SOFFIT, FASCIA AND DRIP EDGE 5/8" STUCCO OVER GNU STEEL O.N. DOOR right elevation scale: .25-12" front e- levatiOn sole:.2 _ 8'-0" BRG_ HGT. SID. NGT. ALUM SOFFIT, FASCIA AND DRIP EDGE 5/8" STUCCO OVER CMU X0'_0" fin._flr. le. -3 -ft efl(-�wafiul I a ..........................-....,.........,..,....:. ,...�...-,....,..... A.......a.......,....- F 1 s 1... s,. 1 i i ..., - 1 .. : :•. .•:.: ..,�...'....�.-.�..,.5.-.$..s..-.S-.,.f...:.... ....�...,,...� ....a.... ...Si.... ...,f.... ... x ....:..... ...A... ....b.... .. �.A-.�.... :... .. .,,.5°fY oo-cs•>,-, --.......ti....,...1..s......,....1....5.._;...,._:.,..,.s....,....1....,...�......1._gg....A....s..- --- .. '. , .. .: • ....�.-.'---�--_...�._.-._,._._.�_..�..�...ry...f....,...�.._�...L...-...�.._,.._1.--- _T_.,...1._ r..�_.�_,.-__.._. �._....�._ _1_.,._�.._..1....� :-J.•_. _. _...:�5� ......f...��............_.............s....s...�........,.-.,...m........!....�...:.......................,... ;... �.,. •-'• :. •...�: ': d, .. ...3.._ -..se........#..... •. ...,..�........,........A.......�...-. £ <....�.....-.k.-...-%........�...-... .....�........L......�.......k..... x _,... E...., . -S',....,...1_. -..._L........... .r s-..-.,..3..... _.1._..._s...,.--1.._,.-- : ...'•, . . • . • .. ---p-.. S. .•'. T s - `44 -j. .._s-.f.L._f.._.�._..._�_.,�.._�:�I::::�•�._,-_i._v_.<... _.�...�.::f��l�...,.�;.w=� _...............,........,........... ........,...A....,...1....,... <. : • . , .... _�....----„--.I:_: 1._.1....._...1...1....T gg { 7 3 ...#. ...,f._,._#.... I I T .-.1:. - s_:::_ .... ... f.. T .......- ..._s.-- - -- --, { _ L:_ _ T... 5 a� .. C” l I:) copyright 20-12, zachary r-niller 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. 5=1 X11 8'-0" F3RG7. F-ICaT. -8' HD. ND_I--IGT_ - ALUrl SOFFIT, FASCIA AND DRIP EDGE - 5/8 c SIGN STATEMENT Fm been deli to GEN-ERAL NOTE `STUCCO ON .MTL. - THE STANDARD CARE FOR ALL PROFESSIONAL LATHE OVER SERVICES PERFORMED OR FUNRISHED BY a VAPOR BARRIER CONSULTANT UNDER THIS AGREEMENT SILL BE ON N' P LYWD THE SKILL AND CARE USED BY MEMBERS OF THE 8'-0' r3RCp_ ?-IGT. CONSULTANTS PROFESSION PRACTICING UNDER DRYWALL.- OVER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND —` - P.E. TRUSS IN THE SAME LOCALITY. CONSULTANT MAKES NO _ I � Ai..-Jr1 SOFFIT , WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS 81-01 HD. HGT AGREEMENT OR OTHERINISE IN CONNECTION INITH DRIP EDGE CONSULTANTS SERVICES. ALUM SOFFIT Habitable attics ark Sleeping areas 3(I FASCIA AND DRIP- CLIENT AND CONSULTANT EACH AGREE TO EDGE INDEMNIFY AND HOLD OTHER HARMLESS AND ---_----- ALUI"I. WIND0V1 THEIR RESPECTIVE OFFICERS AND EMPLOYEES, /i STUCCO OVER AGENTS AND REPRESENTATIVES FROM AND CMU AGAINST LIABILITIES FOR ALL CLAIMS LOSSES STUCCO BAND DAMAGES AND EXPENSES INCLUDING REASONABLE .. ATTORNEY'S FEES TO THE EXTENT SUCH CLAIMS SYN. STONE OVER LOSSES DAMAGESOR EXPENSES ARE CAUSED BY -s...m ._�-• �� CMU THE INDEMNIFYING PARTY'S NEGLIGENT ACTS OR ' ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES 0°^0' fin. fir. DAMAGES OR EXPRESSES ARE CAUSED BY THE - JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANITHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. � � � Cr 1 scale -.25-12" r-areI ev, ,tkci%r " - -„mak. .,,.�.,�.-,�,�:��.��x�.��•��„ scale: ,25=12 11 " STUCCO OVER Cr'IU 0°_-0' fin. fir. III SOFFIT,1CIA AND AREA TABULATIONS 6'-8" HD. i-IG`r. P EDGE _ :R CMU FLP,. PLAN -A/C 12r G S.F. FRONTPORCH 37 S. F. 0°-0' fin. fir. C.-tAP.AGE 432 S. TOTAL 50FT. 11788 5. F. F 4" CONC. W/ 6X6 10/10 W.W.M. FOOTER _/ ) �� PIPE THRU - FOOTER ADD (1 5 25" LAP PIPE THRU MONO FTG. DETAIL RT -18 OR EQUIV (4) TAPCONS " k' x 2 INTEL CORRECTION FOR MISSED LINTEL STRAP DETAIL 3 -TAB SHINGLES OVER 30# FELT ON �" PLYWD. OVER P.E. TRUSS ALUM SOFFIT, FASCIA AND DRIP EDGE 5/8" STUCCO OVER GNU STEEL O.N. DOOR right elevation scale: .25-12" front e- levatiOn sole:.2 _ 8'-0" BRG_ HGT. SID. NGT. ALUM SOFFIT, FASCIA AND DRIP EDGE 5/8" STUCCO OVER CMU X0'_0" fin._flr. le. -3 -ft efl(-�wafiul I a ..........................-....,.........,..,....:. ,...�...-,....,..... A.......a.......,....- F 1 s 1... s,. 1 i i ..., - 1 .. : :•. .•:.: ..,�...'....�.-.�..,.5.-.$..s..-.S-.,.f...:.... ....�...,,...� ....a.... ...Si.... ...,f.... ... x ....:..... ...A... ....b.... .. �.A-.�.... :... .. .,,.5°fY oo-cs•>,-, --.......ti....,...1..s......,....1....5.._;...,._:.,..,.s....,....1....,...�......1._gg....A....s..- --- .. '. , .. .: • ....�.-.'---�--_...�._.-._,._._.�_..�..�...ry...f....,...�.._�...L...-...�.._,.._1.--- _T_.,...1._ r..�_.�_,.-__.._. �._....�._ _1_.,._�.._..1....� :-J.•_. _. _...:�5� ......f...��............_.............s....s...�........,.-.,...m........!....�...:.......................,... ;... �.,. •-'• :. •...�: ': d, .. ...3.._ -..se........#..... •. ...,..�........,........A.......�...-. £ <....�.....-.k.-...-%........�...-... .....�........L......�.......k..... x _,... E...., . -S',....,...1_. -..._L........... .r s-..-.,..3..... _.1._..._s...,.--1.._,.-- : ...'•, . . • . • .. ---p-.. S. .•'. T s - `44 -j. .._s-.f.L._f.._.�._..._�_.,�.._�:�I::::�•�._,-_i._v_.<... _.�...�.::f��l�...,.�;.w=� _...............,........,........... ........,...A....,...1....,... <. : • . , .... _�....----„--.I:_: 1._.1....._...1...1....T gg { 7 3 ...#. ...,f._,._#.... I I T .-.1:. - s_:::_ .... ... f.. T .......- ..._s.-- - -- --, { _ L:_ _ T... 5 a� .. C” l I:) copyright 20-12, zachary r-niller 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. 5=1 X11 8'-0" F3RG7. F-ICaT. -8' HD. ND_I--IGT_ - ALUrl SOFFIT, FASCIA AND DRIP EDGE - 5/8 c SIGN STATEMENT Fm been deli to omp1y DESIGN / BUILD !"I'lllier GOnstLlGti0n services FL reg. CEiC1251.560 841 via bonifa st. Sanford, I'i 32771 Phone: 407-792-3955 ---contact: Zachary Miller -_- ENGINEER rT"1 ol yet eriglnePrirlg FL reg. PE041500 1060 e. industrial Sl,llte w orange city, fl 32763 Phone: 386-774-8825 contact: Bryan M olyet This structure fined with Chapter 10 of the 2010 Florida Building Code and ASCE 7-10. The De5lCo Parameters are: Vult I40mph 8'-0' r3RCp_ ?-IGT. VaSd 108r1.1ph - - Risk Category II � a _ � --8 HID. HGT. - Exposure C GCP i -i-/- 0.18 _ I � Ai..-Jr1 SOFFIT , loot Live F Lead iPsf FASCIA AND Uninhabitable attics without storage 10 DRIP EDGE Uninhabitable attics w/ limited storage 20 --. �`.. Habitable attics ark Sleeping areas 3(I 5/8" STUCCO All otherareas 40 OVER Ci'lU Roof Live Load 10 ---_----- ALUI"I. WIND0V1 Crxnpaa'lents t Cladding +25.62�.6 0-0" fin. fir_ ND OTHER CERTIFICATONS ARE STATED TATER IMPLIED OR I I:D - �! BRIAN A. f'10LYET P.E. .. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #041509CERTIFICATE AUT 1TY -#O00Og855 �I 1 DATE Har VALID W414* . AMi� DESIGN / BUILD !"I'lllier GOnstLlGti0n services FL reg. CEiC1251.560 841 via bonifa st. Sanford, I'i 32771 Phone: 407-792-3955 ---contact: Zachary Miller -_- ENGINEER rT"1 ol yet eriglnePrirlg FL reg. PE041500 1060 e. industrial Sl,llte w orange city, fl 32763 Phone: 386-774-8825 contact: Bryan M olyet %M111M %M { w A; r Y A %M111M %M 8 INCHLINTEL SCHEDULE GENERAL NOTES ,A 3 1Raq T E UPLIFTMARK LATERAL C A �' �•� �`� �'�,� 2'- 1 ti" (34"\ TYPE PRECAST 8F8 -1T ._._ ._..._ E 8 --LT 1127 8F!2 •1T .____ �___. 8F12 -1r 2878 8F16 -1T ._____ 8F16 -2T 4101 8F20 -1T r 8r20 -2T 5332 8F24 -1T 8F24 -2T 6569 8F28 -1T 8F28 -2T 7811 8F32 -1T 8F32 -2T 9055 81J8 2021 868 2021 - --- 2727 - - 2784 -- - 3981 - 5190 6407 7630 8857 �- 3'-��" (42°) I � PRE CAST -2165 2289 3260 4237 5219 ` 6204 7192 1257 1257 2165 - 2215 3165 4125 5091 6061 7036 --, C_) 4'-0" (618") PRECAST 1878 _ _ 1989 2832 3680 4532 5387 1 6245 938 938 1878 -_ 1925 2750 3583 4422 5264 6110 � 4--6" (54) PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 - 1705 2435 3171 -- 3913 4658 5406 E �� 5-4" (64") � (70") PRE CAST- P RECA:ST 1393* 1484 2110 2741 3375 4010 4648 505 418 505 418 - - -- 1393 1272* --- -- 1437 1357 2050 - 1930 2670 2505 3293 3084 3920 3665 4549 4247 ._ ------ 1272 1315 1875 2441 3010 3583 4157 (G 6' -6" (78"' PREC,45T 1141* __.-1141 12.00 1733 2250 2769 3290 3812 707 887 - - 1182 - 1684 2192. 2703 3216 3732 - CIA �- ! _..� _ -_J 7'41" (90") 9'4' 1 ('! • 2") 1 . • (i26>,) ,,,,) (130 PRECAST PRECAST PRECAST PrR��CAaT �,'S9'1 _ ---- 912 - _ 1475 --591 1914 2354 2797 3240 454 396 363 657 630 493 556 990 -LL301* 1029 - 612 1466 980 1907 1269 2351 1560 2797 1852 3245 2144 -__._T_- 801 �716� _.--_ 716 - 666* __-__ 75.5 498 -- 611 439 ___-_ - 1192 793 - 1039 696 __._� 1550 � 1021 1,319 899 1910 1261 1111 1104 2271 1496 - 2034 1309 2634 1731 2358 1515 �-._..___- 866 535 905 1295 1595 1896 2198 '144") PREC,t',S 1 607* 6.31 400 486 - 6.51 818 816 1209 1001 1.514 1186 1799 1372 2086 340 494 M-------- (160") PRECAST 500* - -. 340 - -.- 53?_ 686 841 997 1153 302 398 57:3 -- 409 - 682 --- 1004 1367 1637 1897 �NN 14'-0" PRECAST-- 458* 316 493 635 778 922 1065 286 360 - - 548 - 378 922 1254 1567 1816 �..___. (-� (176") 15-4" (,8:�„) PRESTRESSED PRES�IRc`�SEO 24.3 2.95 -629 _ 459 591 724 857 990 NR NR 357 327 243 � 228 --;552 278 582 430 852 553 1156 677 1491 801 1742 925 .__.._.._. 22.8 329 542 791 1072 1381 1676 - �- 17'_4" (208)188276 PRESTRESSED 188 2.36 361 464 567 670 774 NR 255 188 449 649 874 1121 13$9 REDUCE VALUE BY 257 FOR FOR GRADE 40 FIELD REBAR. - ALL LINTELS TO ARE BE 8F16• IT/1B ELECTRICAL f RICAL LOAD_ CALCULATIONS Y GENERAL NOTES ((3A SED ON N.E.C.r ARTICLE 220-30 NEC;)__ 1) CODES: UNIT :SQUARE FOOTAGE 1.1 FLORIDA BUILDING CODE EQUIPki ll' "ERVEO LOAD IN WATTS GENERAL. 1 IGFITING, 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: I,2ti SQ. FT. �` 3 '�d Vn'S PER sa 1'T• ................. 5,,364 COOK TOR ................................................. 10,000 DISHINAaHEiR.......................... ...... .. .......... 5,000 DISPOSAL ...................... 4,500 DRYER ..... .......... ..... .. ........................ 61,000 MICROWAVE ......................... ..... ............... •1'000 O�lr�`I'•1..................................................... 1,000 SMALL APPLIANCE-. LOAD, 2.,0j00 `9'uvti1�TyR I"II.o,A�'I�...R...�......�.,,..u_Y,«.,«._........�....._.........,......«.,F...�.,s,:...�..�.�.......... 1�.-......�..�.....�....�;i °`7•0 TOTAI................................................... 36,704 CALCULATIONS P'[' --R N.E.C. ,220-1a10o�„�. - .�.� FIRST 10,000 WATTS 0 100% ............................ 10,000 REMAINDER OF WATTS 0 40% .......................... 10,6132 I-I.V.A.C;. LOAD 0 100% ................................... 6,000 ELECTRIC' HEAT 0 100%. . ............................... 10,000 TOTAL UNIT (WATTS) ............ 36,632 36 382 LO,4C = '152.84- AMPS 240 `JOLTS THIS UNI -1 WILL REQUIRE A 200 AMP SERVICE. l" 3-410 ALUM. 200 ANP D15C. W/ MAIN I I FOP, 200 AIV 'z5E \f SERVICE BY POWER CO. F-- NOTES: " I. MINIMUM COVERAGE OF STEEL - 1.5" 4) STRUCTURAL: 2. MIN. BEARING REQUIRED AT EA. END - 4" 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" BEARING OF 4" PER TYPICAL LINTEL SECTION OFITH THE I g171EDITIONCOFTTHELSTANDARD BUILDING CODE)ON 2101.3.1 PRECAST CONCRETE NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE DISC. c #I h WP/GFI . -Fvt '. 0-qPR -----YK-=======� ILIL �\-------- F- -- - - - ------- _� w Q4... L- - -----------(,_�---------- ELECTRICAL KEY (NOTE_ELECSYNI e GENERAL NOTES .2500 PSI GONG. FILL 1) CODES: (CONCRETE PLACED IN FIELD) 1.1 FLORIDA BUILDING CODE DUPLEX CONVENIENG 2) CONCRETE: -STD 180' NOOK @ EACHND 0 E F 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: STIRRUP W/2 1/2" LEG EXTENSION 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT •- 3500 PSI PAST BEND. (TYP) 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI 2.1.3. CONCRETE FILL (PLACED N FIELD) - 2500 P51 kaWP 2.2 REINFORCING BARS: 7/32" STIRRUPS AT 4'-0" c -c 2.2.1• STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION A5TN A615 (GRADE 60). (TIED OR WELDED) 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) A5TM A615 (GRADE 40). GROUND -FAULT CIRC 2.3 PRESTRESS STRANDS A5TM A416 7 -WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3) MASONRY: N 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE HALF -SWITCHED DUP NA50NRY A550CIATION AND ACI 530, - 3.2 MINIMUM MASONRY UNIT STRENGTH: F'm 1250 PSI. (9 3 3 MOR-rAR SHALL BF TYPE 5 NOTES: " I. MINIMUM COVERAGE OF STEEL - 1.5" 4) STRUCTURAL: 2. MIN. BEARING REQUIRED AT EA. END - 4" 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" BEARING OF 4" PER TYPICAL LINTEL SECTION OFITH THE I g171EDITIONCOFTTHELSTANDARD BUILDING CODE)ON 2101.3.1 PRECAST CONCRETE NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE DISC. c #I h WP/GFI . -Fvt '. 0-qPR -----YK-=======� ILIL �\-------- F- -- - - - ------- _� w Q4... L- - -----------(,_�---------- ELECTRICAL KEY (NOTE_ELECSYNI e SINGLE POLE OUTLE S.F. �- RECESSED INCANDESCENT "TOTAL SOFT. I17 DUPLEX CONVENIENG OUTLET RECESSED ADJUSTABLE f DUPLEX OUTLET ABCVE COUNTER INCANDESCENT LIGHT FIX- kaWP WEATHERPROOF DUP EX OUTLETi-PC INCANDESCENT LIGHT FIX WITH PULL CHAIN GFI GROUND -FAULT CIRC J IT- INTERRUPTER DUPLEX OUTLET-=°=_= FLUORESCENT LIGHT FIXT HALF -SWITCHED DUP EX OUTLET - FLUORESCENT LIGHT FIXT (9 SPECIAL PURPOSE 0 TLET/JUNCTION BOX WITH PULL CHAIN -in- DUPLEX OUTLET IN FLOOR TRACK LIGHT 220V 220 VOLT OUTLET Cj EXHAUST FAN (VENT TO ® OVERHEAD DUPLEX 4 EXHAUST FAN/LIGHT CONI (VENT TO EXTERIOR) �- WALL SWITCH THREE -HAY St^IITGH cH CHIMES 3 �-4FOUR-WAY SWITCH �OPB PUSHBUTTON SWITCH RHEOSTAT SWITCH ® SMOKE DETECTOR R Dr -1 DINNER SWITCH O THERMOSTAT @ REINFORCED JUNCTI N BOX Ia TELEPHONE G -(> CEILING MOUNTED IN ANDESCENT R _ TELEVISION LIGHT FIXTURE rp ELECTRIC METER - LIGHT FIXTURE WIRFV TO GENERA -FOR I ELECTRIC PANEL LIGHT FIXTURE URBALL URE I RE I I RE I 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 CONSTRUCTION. 0-0 L L---00 I /X\ I VENT - T F VENT ' I TO • I I , Lv// \ k Allv / ---- - -:� -�--�- - l-------- - CH _ \ dy%/ / DE // IDOEI ! I I <TERIOR) I - NATION --_ -------------- �fCEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) WALL MOUNTED INCANDESCENT cQ C' rl ^ ht 2012: zaichary miller- � LIGHT FIXTURE py g designer hereby expre ssIN 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 withoLlt first o taming 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. elec. y scale. .25=12" 2" ELECTRICAL NOTES: (NUT ..ELEc: rN t 1• PROVIDE AND INSTALL LOC -ALLY CERTIFIED 5! IQr, _i)1= CTOR� AS REQUIRED BY NATICAIAL FIRE PROTECTION A55OCIATION (NEPA) AND NEET ING THE REQUIRETIENTS OF ALL GOVERNING CODES 2• PROVIDE AND INSTALL GROUND FAULT GU's -1N:125 (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS 3 OF ALL GOVERNING CODES. ELECTRICAL CONTFACTOR TO PROVIDE 4' REQUIRED DIRECT HOOK-UPS/CUTOFFS. i.. HVAC CONTRACTOR 'TO VERIFY THERF10STAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUPI"IENT (I.E. 'FURNACES, AIC UNITS, ELECTRICAL PANELS, SANITARY SUMP PIT51 DP.AIN TILE `.-UNP, AND MATER HEATERS) ARE SUBJECT TO RELOCATION DUI:: TO FIELD CONDITIONS. I i_I IC,�t_ ? 'f_ E?= V FIP._.._._.�II56I LOOP swiTcHIES OVER COUN I ER . . . . . . 48' TO CL WALL OUTI-FTS TS OVER COUNTER . . . 48" TO CL REMAINING SWITCHES . . . . . . . . . 48" TO CL WALL_ 00TLE 15 . . . . . . . . . . . .12' TO CL BATH VANITY BRACKET OUTLET 1! ''i7 Ina I/2 STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, A[ -L WUOD/WOOD CONNECTORS ARE '[P BE SII1PCAN srRaNG-TIE MT512 wl1-H I -lOd I IERWI5E NOTED, All WOOD/MASONRY CONNECTORS AfF TO HE SIMPSON STRONG -TIE HETA20 WITH - THE STANDARD CARE FOR ALL PROFESSIONAL SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WILL BE THE SKID_ 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 VATH 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 PARTYS NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. AREA TABULATIONS IJAIN HOUSE FLR. PLAN -A/C 126q S.F. FRON-r PORCH 87 GARAGE 432 S. F. S. F. "TOTAL SOFT. I17 S.F. (I f -q -A Ur OF 1`11Rf20R). TO GL HATE„ SOFTENER AND SUMP OUTLE40 TO CL " S T TELEPHONE QU:CLS . .12" "FO GL PERM11 rM TELEVISION QU:'TLE,T5 . . . . . . . . .12' TO C -L EXER IOR GFI OUTL..ET5 . . . . 12" -TO CL GAPAGF GFI (ABOVE GARAGE FLOOD" TO CL r BASEMENT HALL OUTLE75. . . . . .48" TO CL FRONT DOOR COACH LIGHT. . . . . . . 72" TO CL GARAGE DOOR COACH LIGHT DESIGN STATEMENT (ABOVE. GARAGE FL(Y-)R5 . . . .840 1-0 GL This structure has been de5igned to comply 64" TO BTM with Chapter 16 of the 2010 Florida Building DINING AND BREAKFAST FIXTURE. . OF FIXTURE Code and ASCE 7-10. '•T6" TO BTM The Dem Parameters are.- FOYER re:FOYER AND STAIRVIAY FIXTURE. .OF FIXTURE Vult 140mph THERN(M :STAT . . . . . . . . . . .. . . 54" TO CL Ri szl I08rnp11 sk Category II -)RBE1_I_ CHUTES. . . . . . . . . . .840 TO CL Exposure C LEVEL W/ GCpI +/- 0.15 DOORBELL BU -1770N . . . . . . . . . . DR HANDLE Floor Live Load (p5f) Uninhabitable attics without storage 10 KiTcHEN HOOD FAN .'WHIP... . . . . . 66" TO CL Uninhabitable attics w/ limited storage 20 KITCHEN WALL HUNG MICRG)VWE Habitable attics and sleeping areas 30 GUTLF: . . . . . . . . . . . . . . .76" TO CL All other areas 40 Roof Live Load 10 KITCHEN 91 15+1WASHER RECEPTACLE. UNDER SINK Compcnent5 t Cladding +25.6 KITGFIci? RANCrF. . . . . . .24" TO CL -34.3 KITCIIE: N REFRIGFPAT 0R.. . . . . . . 48" TO CL NO OTHER CERTIFICATTt.T`i5 ARE STATED OR IMPIJW WASHER/DRYER OUTLI-- C.. . . . . . . 48" TO GL BRIAN A. MOLYET P.E. CL = CENTER LINE 1060 E. INDU5TRIAL DR. SUITE W I = FIELD VERIFY ORANGE CITY, FL 32763 2= MASTER BATH STANDARD 30' HIGH PE #041501 VANITY TO BE RAISED 4" CERTIFICATE AUT ,I Y #00009Y)5 Al � DESIGN / BUILD miller ccnstuction services FL reg. CBC1251569 8241 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller I I IUIYUI engineering FL reg. PE041509 1060 e. industrial suite w orange city, fl 32763 Phone: 336-774-8825 contact: Bryan Molyet %ffr TliLl: IIT a y�. %ffr TliLl: IIT a