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HomeMy WebLinkAbout354 Willow Bay RidgeOCT0 3 1 ZU11 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION j Application No: / Documented Construction Value: $ Ct O, ©O U Job Address: '�?S4` (,low Historic District: Yes ❑ No -K Parcel ID: Zoning: Description of Work: A"'5 - Plan Review Contact Person: -Z"� ✓Yj k "oma Title: Phone: � r .� 'L - V Cu9Z Fax: ACS', Ua 4, CQE2 4 E-mail- ;Ilhl �-tYwcTtr�N L. Cf�G0� Property Owner Information Name� G � t Lc' Phone: Ann. 2`Z,`7 No I?, Street: TAS cSr Resident of property? City, State Zip: 'SM'*0'R_0 0 FV 2`yl 1 l Contractor Information Name t ` ol_' Phone: 4,51, v_'t, Street: _ jAk 1p, t �y 1D- Fax: �Pl ZC.o 4 64 -84 - City, State Zip: �� �j`L"l 1 I State License No.: Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Building Permit t9 Square Footage: 24�j5� No. of Dwelling Units: Electrical ❑ New Service — No. of AMPS: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: 0 Mechanical ❑ (Duct layout required for new systems) Plumbing ❑ No. of Stories: t New. Construction - No. of Fixtures: Fire Sprinkler/Alarm`, ❑ No. of heads: ABBREVIATIONS DIAGONAL DIAMETER MM MIN MILLIMETER, (S) MINIMUM TSF TW TOP OF SUBFLOOR TOP OF WALL 2 X FRAME WALL WITH INSULATION SYMBOLS USED AS ABBREVIATIONS W/ STUDS A 16' O.C. GENERAL NOTES ANGLE FN FENCE FIBERBOARD PLAS PLA PLASTER PLASTIC ? CENTER LINE COPYRIGHT FBD FGL FIBERG��,,gqS PLAM PLASTIC LAMINATE TRANSOM DEGREES DELTA FIN FFE FINISH,�ED� FINISH LOOR ELEVATION PL PG PLATE PLATE GLASS ? DIAMETER FFL MO MLD FINISHED FLOOR LINE PWD PT PLYWOOD POINT I FLOW LINE GREATER THAN FA FE ®. 40- i#i♦���♦*•♦��,♦�♦moi FIRE FIRE ALARM EXTINGUISHER PVC POLYVINYL CHLORIDE EARTH OR EQUAL TO LESS THAN FEC FHS DTS DOVETAIL ANCHOR SLOT MR MOP REGI P OR TRNB TURNBUCKLE D5 DOWNSPOUT MT MOUNT �ED� (ING) TYP TYPICAL FIRE FIRE EXTINGUISHER CABINET HOSE STATION PE PCPL PORCELAIN PORTLAND ENAMEL CEMENT PLASTER ? € OR EQUAL TO PLUS OR MINUS FPL FP FIREPLACE FIREPROOF PD PCF POUND POUNDS S WR CUBIC FOOT PROPERTY LINE FRT FIXT DRAWER DRAWING DRINKING FOUNTAIN FIRE FIXTURE -RETARDANT PLF PSF POUNDS POUNDS PER LINEAR FOOT PER SQUARE FOOT ? & 5 UARE FOOT AUD FLG SAND OR GRAVEL FILL FLASHING INSULATING SHEATHING PSI POUNDS PER SQUARE INCH ® AT SPACING OF FLX FLEXIBLE PCC PREFA ST CONCR T NUMBER FG FLR FLOAT FLOOR, G�INS G}S PFB PFN PREFABRICATE, PREFINISHED ED UTILITY PENNY WIDTH X HEIGHT FD FLOOR DIN PRF PREFORMED W/ WITH FL FLOW LINE PREM PREMOULDED FLUB FLUORESCENT PL PROPERTY LINE S FTG FLUSH FTOINTVIATI JOINT QT QUARRY TILE AB ANCHOR BOLT FND FR FOUNDAye, FRAME (ING) RAD RADIUS BATT INSULATION ABV AFF ABOVE ABOVE FINISHED FLOOR FS FUR FULL D FURRED, E(ING) RFT RL RA RAIL FTE TNG((� ACC ACCESS DETAIL NUMBER OR SECTION KEY FUTURE ACFL ACCESS FLOOR FLIT NO REF REFER 'EN(C AC ACCESS CCES PANEL TICAL GA GAGE GAUGE RFL REFRIGEI�A7 D (IVE), (OR) ELEC EP GV GALVANIZ%D4TRACT, REFR R VINYL BASE ACPL ACOUSTICAL PLASTER TILE GKT GASKET REG REGISTER ACT ACR ACOUSTICAL ACRYLIC PLASTIC GC GENERAL (OR) REIN REINFORCE (ED), �INGd CONNC ET PIPE GL GLASS, GLAZING RECP REINFORCED WATER CLOSET ADH ADHESIVE GLB GLASS BLOCK REM REMOVE VITREOUS CLAY ADJ ADJACENT GCMU GLAZED CONCRETE MASONRY UNITS REQ'D REQUIRED ADJT ADJUSTABLE CLAM GLUED LAMINATE RES RESILIENT VITREOUS CLAY TILE AGG AGGREGATE GB GRAB BAR RET RETURN A(C AIR CONDITIONING GD GRADE GRADING RA RETURN AR A T ALTERNATE GRN GRANIft RVS REVERSE IDEJ ALUM ALUMINUM GRT GRATE (ING) REV REVISE {� (�, R VISE, (ED) ANC ANCHOR ANCHORAGE GVL GRAVEL RH RIGHT PIAN ANOD ARCH ANODIZED ARCHITECT ARCHITECTURAL GTHS GREENHOUSE ROW RISER OF WAY AD AREA DTAI GRD GUARD RVT RIVET ESC EST EXH GUT GUTTER R ROD AND SHELF AT ASPHALT TILE GPDW GYPSUM DRY WALL RDD ROOF DRAIN AUTO AUTOMATIC GPL GYPSUM LATH RFH ROOF HATCH AWN AWNING GPPL GYPSUM PLASTER RFG ROOFING BBSLMT BASEMENT GPT GPW GYPSUM TILE GYPSUM WALLBOARD RM RO - ROOM ROUGH OPENING HB HOSE BIBB ('FREEZE PROOF) RCP ROUND CONCRETE PIPE BM BEARING EXPANSION EXPANSION JOINT HC PARKING BOARD HANDICAP ROK ROWLOCK `4--` 17-71-71 STONE HRL HANDRAIL RB RUBBER BASE BPL BEARING PLATE BE WHEEL STOP WID TH WIDE HBD E)--- HARDBOARD RBT RUBBER TILE BEL BM BEAR BENCH MARK FOC FOF HDW PVMT PERF HARDWARE RBL RUBBLE STONE BVL BETWEEN HW D HDR HARDWOOD HEADER SFGL SAFETY GLASS FACE OF MASONRY BEVELED PERIMETER HTG WIRE MESH HEATING SCH SCHEDULE BEY BLK BEYOND BLOCK HVAC HEATfVEN�AIR CONDITION SCN SCREEN PLANTER PLANTING WO WD WITHOUTPENNY WOOD HD DU HEA ��Y II TT SCUP SCUPPER BLKG BLOCKING HT HEIGHT SNT SEALANT BD BOARD HPI HPOINT S TG SEATING BS BOTH SIDES HCR HOLLOW CORE SEC SECTION PERPENDICULAR BO BY OWNER HOR HORIZONTAL SVYD SERVICE YARD BOT BOTTOM B HB HOSE BIBB SSK SERVICE SINK BRKT BRACKET SHEATH, ING) QRS BRASS INCAN T INCANDESCENT SHTH BRK BRICK INClN INCINERAT R -SG SHEET GLASS BRZ BLDG BRONZE BUILDING INCL INCLUDE EED (ING) INS DE R SH SHELF SH VING' le BUR BRGL BUILT UP ROOFING BULLET RESISTANT GLASS INS ED ((TNG SHUG � SHUTTEEW, O CC) rl ht 201 I ZaChary miller NS LATIRG C NCRET SIDG SIDING CAB CABINET IGLC INT INSULATING GLASS INTERIOR I SIM S K L SIMILAR SKYLIGHT CAN CANVAS INTI INTERMEDIATE SL SLEEVE CPT CSMT CARPET CASEMENT INV INVERT SOL SOL SLO 50LDIER JC JANITOR'S CLOSET SC SOLID CORE CST CAST STONE JT JOINT SOUTH PROOF CB CATCH BASIN JF JOINT FILLER SP CLG CHT CEILING CEILING HEIGHT J JOIST SPC SPACE((R) SGL 5PAND1tE:'I. GLASS CEM CM CEMENT CENTIMETER (S) KPL KIT KICKPLATE KITCHEN SPK SPL SPEAKER SPECIAL CER CT CERAMIC CERAMIC TILE KO KNOCKOUT SPEC SPECIFICATION CHBD CHALKBOARD SPH SQUARE CHAM CHAMFER LAB LABORATORY SST STAINLESS STEEL CHIM CHIMNEY LAD LADDER STGL STAINED GLASS C R CHROMIUM LB LAG BOLT STD STANDARD LAM LAMINATE ED) STA STATION CIRC CIRCUMFERENCE LGL LAMINATED 'GLASS ST STEEL CLR CLEAR, CLEARANCE LAV LAVATORY STO STORAGE CLS CLOSURE LO LAYOUT SF STOREFRONT CGL COATED GLASS LH LEFT HAND SD STORM DRAIN CGL COLUMN STIR STRUCTURAL COMB COMBINATION L LENGTH SCT STRUCTURAL CLAY TILE COM COMMON LT LIGHT STCO STUCCO COMPT COMPARTMENT LIGHTWEIGHT COMPO COMP COMPOSITIO COMPRESS,�Eb), C MPO ITE ION), IBLE) LMS SUS SUSPENDED LTL LINTEL SYD SIDE YARD CONC CONCRETE LL LIVE LOAD SYM SYMMETRY, (ETRICAL) CMU CONCRETE MASONRY UNIT LOC LOCATE SYN SYNTHETIC CONN CONNECTION LLD LOOSE LAID SYS SYSTEM CONST CONSTRUCTION LVR LOUVER CONT CONTINUE CONTINUOUS LPT LOW POINT TKBD TACKBOARD CONTR CONTRACT', CONTROL CONTRACTOR JOINT TEL TELEPHONE CJT CPR COPPER MB MH MACHINE BOLT MANHOLE TV TG TELEVISION TEMPERED GLASS CG CORNER GUARD MFR MANUFACTURE, (ER) TZ TERRAZ 0 CORR CTR CORRUGATED COUNTER MRB MAS MARBLE MASONRY THK THR THICKNESS) THRESH LD CS COUNTERSINK MTL MATERIAL TBRL TO BE RELOCATED CRS COURSE MAX MAXIMUM TOBR TO BE REMOVED CFT CUBIC FEET MECH MECHANIC, (AL) TPD TOILET PAPER DISPENSER CYD CUBIC YARD MC MEDICINE CABINET TPTN TOILET PARTITION DPR DAMPER MED MDO MEDIUM MEDIUM DENSITY OVERLAY TOL T&G TOLERANCE TONGUE AND GROOVE DP DAMP PROOFING MBR MEMBER TSL TOP OF CONCRETE SLAB DL DEM DEAD LOAD DEMOLISH DEMOLITION MMB MET MEMBRANE METAL TC TJ TOP TOP OF CURB OF JOIST DMT DML DEMOUNTABLE DETAIL M MW (� METER, 'Vj MICROWA TP TST TOP TOP OF PLATE OF STEEL GENERAL NOTES 1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS AND OWNER. CONTRACTOR SHALL ACCEPT PREMISES AS FOUND. OWNER ASSUMES NO RESPONSIBILITY FOR THE CONDITION OF THE EXISTING SITE OR EXISTING STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS; DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED IF ANY DISCREPANCY OCCURS PRIOR TO CONTINUING WITH WORK. 3. ALL PLAN DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE INDICATED. 4. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. THE CONTRACTORS MUST COMPLY WITH THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. 5. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS HE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERRORS AFTER THE START OF CONSTRUCTION WHICH HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT AND OWNER. 6. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL REQUIRED CITY, COUNTY AND/OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THE WORK. 8. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND COORDINATE LOCATION OF FLOOR SINKS, FLOOR DRAINS, SLOPES/SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING STUB OUTS, AND ALL OTHER WORK UNDER THIS SCOPE OF RESPONSIBILITY RELATED TO THIS EQUIPMENT. REFER TO DRAWINGS PREPARED BY FOOD SERVICE EQUIPMENT CONSULTANT FOR ALL FOOD SERVICE EQUIPMENT REFERENCES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND UNTIL JOB IS COMPLETED. 10. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. 11. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 12. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED. 13. CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDUMS AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE KEPT UNDER THE CARE OF THE JOB SUPERINTENDENT. 14. NOT USED WITHIN ONE 1 YEAR OR AS OTHERWISE SPECIFIED FOR WHICH SHALL APPEAR TH 15. THE GENERAL CONTRACTOR SHALL. BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP( ) 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 SOUS 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. A M N 18. GENERAL CONTRACTOR 1T) REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS.. ALL ITEMS 0T MARKED *O MER WNER SUPPLIEDN ARE TO BE SUPPLIED BY THE GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. 19. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, SOUND EQUIPMENT, PLUMBING VALVES, AND ROOF TOP EQUIPMENT. PLASTIC PHENOLIC ENGRAVED PLAT SCREWED ON. 20. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT AND OWNER ANY SUCH DISCREPANCIES PRIOR TO COMMENCING WORK. 21. ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS OF LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION. 22. THE ARCHITECT AND/OR OWNER WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE OWNER AND/OR ARCHITECT'S APPROVAL OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 23. DECORATIVE MATERIALS, WALL HANGINGS,ETC., SHALL BE NON- FLAMMABLE OR FLAMEPROOF PER STATEFIREMA SHALL 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 CONSTRUC11ON - OF ANY DISCREPANCIES WITHIN THE DRAWINGS OR POSSIBLE CONFLICTS WHICH AFFECT THE PROGRESS OF THIS PROJECT. 27. PIPES AND DUCTS EXCEEDING ONE THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL_ AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. 28. PROVIDE RODENT PROOF WEATHER-STRIPPING AT THE BOTTOM OF ALL EXTERIOR DOORS. 29. ALL MATERIAL REMOVED BY DEMOLITION ARE TO BE DISPOSED OF BY THE GENERAL CONTRACTOR OFF THE PROJECT SITE IN ACCORDANCE WITH LOCAL RESTRICTIONS. 30. GENERAL CONTRACTOR TO SUPPLY AND INSTALL LAMPS IN ALL LIGHT FIXTURES. 31. COORDINATE ALL ROOF PENETRATIONS WITH BUILDING OWNER AND ALL TRADES PRIOR TO COMMENCEMENT OF WORK. 32. GENERAL CONTRACTOR IS TO ASSURE THAT NO REBAR OR REINFORCEMENT IS PRESENT PRIOR TO CORE DRILLING OR PLACING BOLTS OR ANY OTHER ITEM WHICH COULD DISTURB THE STRUCTURAL SLAB. 33. THE WRITTEN SCALES SUCH AS 1/4'40' APPLY ONLY TO UNREDUCED DRAWINGS. WHEN DRAWINGS ARE REDUCED, ONLY THE GRAPHIC SCALE APPLIES. DO NOT SCALE THESE DRAWINGS. 34. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. 35. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 36. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. 37. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS, WALL BLOCKING AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 38. THE INTENT OF THESE DRAWINGS IS TO INDICATE THE .SCOPE OF WORK REQUIRED IN ORDER TO CONSTRUCTARE A COMPLETE AND FINISHED SPACE READY FOR TENANT OCCUPANCY: THE CONTRACTOR AND SUBCONTRACTORS E 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. DIAG DIA DIAGONAL DIAMETER MM MIN MILLIMETER, (S) MINIMUM TSF TW TOP OF SUBFLOOR TOP OF WALL 2 X FRAME WALL WITH INSULATION 2 X BEARING WALL W/ STUDS A 16' O.C. GENERAL NOTES CONCRETE BLOCK WALL ODOOR NUMBER OA CIM DIMENSION MIR MIRROR TPG TOPPING SDP DISPENSER MGL MIRROR GLASS (FRAMED) TOR TO REMAIN DIVISION MISC MISCELLANEOUS TB TOWEL BAR BAR ROOM NAME ROOM TAG CR REVISED NUMBER TR TRANSOM , IA .� - *--Ho 0 R 11 IFN .,._45 SO 00 WA pill, DTA DOVETAIL ANCHOR MO MLD MASONRY OPENING MOLDING MOULDING T TREAD ®. 40- i#i♦���♦*•♦��,♦�♦moi 4♦♦*♦�'►*F♦�+040^004 PIMA,` EARTH PLYWOOD DTS DOVETAIL ANCHOR SLOT MR MOP REGI P OR TRNB TURNBUCKLE D5 DOWNSPOUT MT MOUNT �ED� (ING) TYP TYPICAL DT DRAIN TILE MOV MULL MOVABLE MULLION UC UNDERCUT r� DT DWG DF DRAWER DRAWING DRINKING FOUNTAIN NL NAILABLE UNF UNO UNFINISHED UNLESS NOTED OTHERWISE URINAL ELEVATION KEY OR SECTION KEY SHEETNUMBER 2 ', SAND OR GRAVEL FILL € ! INSULATING SHEATHING NAT NATURAL UR :.• DW DISHWASHER NI NICKEL UTL UTILITY DBW DUMBWAITER NR NOISE REDUCTION EA EACH NOM N NOMINAL NORTH VJ VB V -JOINT VAPOR BARRIER WOOD STUD PARTITION f BATT INSULATION EF EW FACE EACH WAY NBC NTS NOT IN CONTRACT NOT TO SCALE VAR VR VARNISH VENEER DETAIL NUMBER OR SECTION KEY ESMNT ELAS EAASEEMENT ELASTIC NO NUMBER ON VERT VG VIN VERTICAL VERTICAL GRAIN VINYL SHEET NUMBER 3-2X9 WOOD POST OR 2-2X6 RIGID INSULATION ELEC EP ELECTRIC, (AL) ELECTRICAL PAANELBOARD OC OP CENTER, (S) OPAQUE VB VINYL BASE UNLESS OTHERWISE NOTED EWC EL ELE ELECTRIC W TER COOLER ELEVATION VERTICAL HEIGHT ELEVATION VIEW OPG ORN OPE ING HAND ORNAMENTAL VCT VT VINYL COMPOSITION TILE VINYL TILE PIPE BRICK WATER CLOSET OD OUTSIDE DIAMETER VICP VITREOUS CLAY ELEV ELEVATOR OA OVERALL VICT VITREOUS CLAY TILE ANGLE EMER C ENEQUAL EMERGENCY NCLOSE, (URE) OH OVERHEAD WSCT WAINSCOT CONCRETE BLOCK PNT PAINT, (D� y WALL HUNG EQP EQUIPMENT PNL PANEL, C CENTERLINE ESC EST EXH ESCALATOR ESTIMATE EXHAUST PB PTD PANIC BR PAPER TOWEL DISPENSER SHTR WP WATER HEATER WATERPROOFING'' �,` CONCRETE TUB/SHOWER PTR PAPER TOWEL RECEPTOR WR WATER RESISTANT .•'�: • EXG EXG EXISTING EXPANDED METAL PLATE BOLT PAR PRPT PARALLEL PARAPET WS WST WATERSTOP WEATHERSTRIP, JINQ HB HOSE BIBB ('FREEZE PROOF) EG EG EXPANSION EXPANSION JOINT PK PARKING BOARD WWF W WELDED WIRE F BRI WEST `4--` 17-71-71 STONE EXP EXT EXPOSED 'EXTERIOR PBD PTN PV PARTICLE PARTITIqp PAVE SD , (ING) WHS WID WHEEL STOP WID TH WIDE E)--- GAS LINE STUB O LAVATORY FOC FOF FACE OF CONCRETE FACE OF FINISH PVMT PERF PAVEM N PERFORATE, (ED) WIN WG WI WIREDRED GLASS STEEL FOM FACE OF MASONRY PER PERIMETER WM ' WIRE MESH FOS FAS FACE OF STUDS FASTEN, FASTENER PTR PLTG PLANTER PLANTING WO WD WITHOUTPENNY WOOD WI WROUGHT IRON DIMENSIONAL LUMBER ❑ DOUBLE SINK PERPENDICULAR BLOCKING PLATE SINGLE SINK 0ROUND OR DIAMETER � FINISH GRADE WOOD O CC) rl ht 201 I ZaChary miller py g 9 designer hereby expressly reserves his co ri ht and other property rights in these plans. these plans and drawings are not to be reproduced, changed or copied in a 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 writte ermission and consent. DIMENSIONS DIMENSIONS ARE TAKEN FROM FACE OF STUD TO FACE OF STUD, UNLESS OTHERWISE NOTED. VARIES IF DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. SYMBOLS Down® e 1 HR. FIRE RATED WALL 2 X FRAME WALL 2 X FRAME WALL WITH INSULATION 2 X BEARING WALL W/ STUDS A 16' O.C. f CONCRETE BLOCK WALL ODOOR NUMBER OA WINDOW NUMBER ROOM NAME ROOM TAG X' -X 0" CLG REVISED NUMBER T 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 SHEET NUMBER SHEET INDEX index INDEX, ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES, SITE PLAN A2N0 FND PLAN, FND DETAILS A2.1 FLOOR PLAN t ROOF PLAN A2.2 ELEC. PLAN 4 DTLS. It LINTEL SCHED. .3 ELEV., BLDG. SECT. It WALL SECT. .4 MISC. STRUCT. DTLS. 25'-0" BUIL INU SACK 1 ! TBACK 1 � s 1 e i EXISTING ! i SLOPE / DRIVE GRADE I i o i EXIST. SIDEWALK _ / APPROACH WILL 0WBA Y RIDGE ST_ . _ CENTERLINE PAVEMENT ziite Plan - SCALE: 0=15'-0" LEGAL DESCRIPTION LOT 232 PRESERVE AT LAKEUNIT 2 PB 66 PGS 10 4 II PARCEL ID 22-19-30-503-0000-2320 ZONING CITY OF SANFORD ZONING - PD IMPORTANT NOTE: THIS PROP05ED SITE PLAN 15 NOT AN ACTUAL SURVEY OF SAID PROPERTY. MILLER CONSTRUCTION SERVICES ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SAID INFORMATION. THE OWNER AND/OR PROFESSIONAL LAND SURVEYOR SHALL VERIFY SITE DIMENSIONS AND CONDITIONS, PLACEMENT OF THE STRUCTURE, AND ANY OTHER RESTRICTIONS OR LIMITATIONS BEFORE CONSTRUCTION BEGINS. F01 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. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet U • r Vj�AA I ` V/ W 4J C � LO LO ®j 0) M LL CV 7 0) o No ._ 0 \ / L It 1.L T4- ^' N 0 000 7 � 04 LL n L O "M C cc ■ LL >% cc O OFFICE 1 , IA .� - *--Ho 0 R 11 IFN .,._45 SO 00 WA pill, 6P 01 ®. 40- i#i♦���♦*•♦��,♦�♦moi 4♦♦*♦�'►*F♦�+040^004 PIMA,` #♦♦ ♦ 1' 04115001# 0 Ore we r� 25'-0" BUIL INU SACK 1 ! TBACK 1 � s 1 e i EXISTING ! i SLOPE / DRIVE GRADE I i o i EXIST. SIDEWALK _ / APPROACH WILL 0WBA Y RIDGE ST_ . _ CENTERLINE PAVEMENT ziite Plan - SCALE: 0=15'-0" LEGAL DESCRIPTION LOT 232 PRESERVE AT LAKEUNIT 2 PB 66 PGS 10 4 II PARCEL ID 22-19-30-503-0000-2320 ZONING CITY OF SANFORD ZONING - PD IMPORTANT NOTE: THIS PROP05ED SITE PLAN 15 NOT AN ACTUAL SURVEY OF SAID PROPERTY. MILLER CONSTRUCTION SERVICES ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SAID INFORMATION. THE OWNER AND/OR PROFESSIONAL LAND SURVEYOR SHALL VERIFY SITE DIMENSIONS AND CONDITIONS, PLACEMENT OF THE STRUCTURE, AND ANY OTHER RESTRICTIONS OR LIMITATIONS BEFORE CONSTRUCTION BEGINS. F01 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. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet U • r Vj�AA I ` V/ W 4J C � LO LO ®j 0) M LL CV 7 0) o No ._ 0 \ / L It 1.L T4- ^' N 0 000 7 � 04 LL n L O "M C cc ■ LL >% cc O OFFICE U PLACING OF FOOTING. IF FOUNDATION IS ON PREPARED FILL, VERIFY SUITABILITY MOISTURE BARRIER OF FILL FOR USE AS FOUNDATION BEARING MATERIAL. 2 # 5 BARS CONT. 3.2 RECOMPACT DISTURBED SOIL IN FOOTING BOTTOMS PRIOR TO PLACEMENT OF CONCRETE. 01 16" 3.3 FOUNDATIONS SHALL BE CENTERED UNDER SUPPORTED COLUMN WALL U.N.O. 4) CONCRETE. TYPICAL EXTERIOR FOOTING . 4.1 STRUCTURAL CONCRETE SHALL CONFORM TO THE ACI 305 SPECIFICATIONS SINGLE STORY, BLOCKWALL MONOLITHIC FOUNDATION ION AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH: FOOTINGS /SLABS -------- 2500 psi BOND BEAM (BEAMS, COLUMNS) -------- 3000 psi COURSE GROUT 3/4" = 1'-0" BEAMS, COLUMNS -------- 3000 psi 4.2 ALL REINFORCING STEEL SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A-615 AND 4" CONCRETE SLAB W/ 61%o" SHALL LAP MIN. 40 BAR DIAMETER TYP. THROUGHOUT (BEAMS, COLUMNS, FOOTINGS) WI.4 X W1.4 WWF (OR 4.3 WELDED WIRE FABRIC (WWF): ASTM A185, FIBERMESH) OVER 6 MIL VAPOR 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL 4.5 PROVIDE THE FOLLOWING COVERAGES OVER REINFORCING: BOTTOM/TOP/''SIDES FOOTINGS: 3"/2"/3" BEAMS: 1 1/2" COLUMNS: -/-/1 1/2" PROVIDE 12"w X 3/4"d . 4.6 SEE CONCRETE BEAM SCHEDULE FOR MINIMUM STEEL LAP REQUIREMENTS CONT. "RAIN CUT" @EDGEOF CON". SLAB 4.7 EARTH SUPPORTED SLABS: ( INCLUDING EXTERIOR WALK AND DRIVE SLABS): 4" THICK - o REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AT MID DEPTH OF SLAB. FIBERMESH MAY BE ° ' k USED IN LIEU OF WWF AT THE CONTRACTOR'S OPTION. 4.8 CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ASTM C -94-78A co 2 # 5 BARS CONT. 4.9 FILL FOR SLAB SHALL BE PLACED IN 12" LAYERS AND ROLLED AND/OR COMPACTED TO MINIMUM FIELD DENSITY OF 95% AS MEASURED BY THE MODIFIED PROCTOR TEST PER AASHTO-T-180. ALL FILL SHALL BE CLEAN. SAND, RAIN CUT AT GARAGE DOOR FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS. 4.10 ALL DOWELS, SLEEVES, CONDUIT, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND DRAINS 2 SHALL BE IN PLACE BEFORE CONCRETING. FOR OPENINGS AND SPECIAL FEATURES OMITTED 3/4" = 11-0" ON THESE PLANS, SEE ACHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 4" CONCRETE SLAB W/ 611X6" 5) MASONRY: W1.4 X W1.4 WWF (OR FIBERMESH) OVER 6 MIL VAPOR 5.1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS > BARRIER ON CLEAN COMPACTED FOR MASONRY CONSTRUCTION' (ACI/ASCE 5.30-99) AND SPECIFICATIONS FOR TERMITE TREATED FILL MASONRY CONSTRUCTION (AC1530.1-99/ASCE 6-99). 1 #5 BAR CONT. 5.2 USE TYPE S' MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSL 5.3 MASONRY UNITS SHALL CONFORM TO ASTM C90 OR C146 WITH MINIMUM NET 77 -7 �^- COMPRESSIVE STRENGTH OF 1500 PSL co 5.4 PROVIDE FILLED CELLS WITH 1-#5 REBAR AS SHOWN IN THE PLANS . FILLED CELLS WITH k_ 2-#5 ( ALT. 1-#7) VERTICAL SHALL BE LOCATED AT EACH SIDE OF OPENINGS 10'-0" AND $" MIN. m .GREATER, AT ALL GIRDER BEARINGS, INCLUDING HIP -SET GIRDERS.. 5.5 CONCRETE FOR FILLED CELLS SHALL BE VIBRATED DURING PLACEMENT USING A "PENCIL" VIBRATOR. QMM TURNED EDGE o _Q31 WOOD: 3 to 6.1 WOOD FRAMING STRUCTURAL MEMBERS: #2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) 3/4" = 1'-011 _ WITH AN ALLOWABLE BENDING STRESS Fb = 1250 PSI AND A MODULUS OF 8n ELASTICITY = 1,600,000 PSI (DOES NOT INCLUDE INTERIOR NON LOAD BEARING STUD WALLS). 6.2 ALL NON-STRUCTURAL LUMBER SHALL BE "H.F. OR "S.P.F." ( MIN Fb= 750 PSI) _ _ # 5 DOWEL r_ UNLESS SPECIFIED OTHERWISE ( FILLER BLOCKING MATERIAL, ETC.) EXTERIOR FINISH 8"X8"X16" CONC. BLOCK 6.3 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, 1995 EDITIO 4" CONC. SLAB W/ 6X6 10/10 W.W.M. AND HIB 91 ( IF APPLICABLE). 6.4 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED GRADE VARIES .� •,,. 6.5 ROOF SHEATHING: REFER TO ROOF PLAN = _ .. � ., � �/.•, `�,. O � • ' a , � � �. ..� '" WALL SHEATHING: REFER TO FLOOR PLAN FLOOR SHEATHING: 23/32" APA RATED 32/16 EXPA CDX PLYWOOD w/ 8d COMMON NAILS ® 4" C f COMPACTED � EDGES, 6-O.C. MELD MOISTURE BARRIER FILL. 6.6 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE 16" 2 # 5 BARS CONT. PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. J 01p r 7) VERIFICATION OF FIELD CONDITIONS: N 8.1 ' CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME, WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS �/ SUCH CONDITIONS SHALL BE CALLED TO THE DESIGNER'S ATTENTIION AND NECESSARY ADJUSTMENTS GARAGE EXTERIOR ERI"r'(� R WALL MADE PER DESIGNER'S INSTRUCTIONS. 4 8.2 ALL WRITTEN DIMENSIONS PER PLAN TAKE PRECEDENCE OVER SCALED DIMENSIONS. liOCK WALL MONOLITHIC CONST. 3/4" 8.3 CONTRACTOR C OR SHALL COORDINATE ALL THE WORK OF TRADES INVOLVED. 8.4 ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE IINSTALLED PER MANUFACTURER 8" RECOMMENDATIONS AND SPECIFICATIONS. 5 DOWEL �� 8.5 CONTRACTORS SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY DIETAILS AND SPECIFICATIONS r EXTERIOR FINISH XBII XI6n CONG. BLOCK FOUND IN THESE DRAWINGS PROVIDED n AND APPROVAL OF ARCHITECT/DESIGNER CONE. SLAB PRIOR TO EXECUTION. W/ 6X6 10/10 W.W.M. co GRADE � °. � x .. . � �•..a • g .� •.., �• ,.� co a "44 co a ;.• • ••:� COMPACTED FILL "' TERMITE TREATED MOISTURE BARRIER 2 # 5 BARS CONT. 16" TYPICAL EXTERIOR FOOTING SINGLE STORY, BLOCK WALL 1501,» - STRUCTURAL NOTES: 8° 1) CODES: - # 5 DOWEL THESE PLANS AND THEY CONFORM TO: CHAPTER 16 OF THE 2007 FLORIDA BUILDING ' f� 8"X8"X16" CONC. BLOCK 1.1 CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE 2007" EXTERIOR FINISH ------------_. CHAPTER R301 OF THE 2007 FLORIDA i AS ADOPTED BY THE COUNTY AND AS APPLICABLE AMENDMENTS. RESIDENTIAL CODE ------------� -------.-_.....__.----�:.....�■ " CONE. SLAB W/ 6X6 10/10 W.W.M. 2) DESIGN CRITERIA: MND MNPORTANOE FACTOR 1 ■' I -- € � I I MND E WOSURE 8 I 10 S ; Y 2.1 DWELLING FLOORS ---- 40 PSF LIVE LOAD OOIPONAIITS & MADDING DESIGN PRESSURE +25.9 / -34.7 I g. GARAGE DOOR DESIGN PRESSILIRE +21.8 / -24.4 2.2 BALCONIES ---- 40 PSF LIVE LOAD NO OTHER MRTFICATM ARE STATED OR 1M'LED GRADE ■; tl a 2.3 ROOF .LIVE LOAD --- 20 PSF LIVE LOAD I t. ................................... ,, ORANGE CITY, FL 32763 -- 3 SOIL: CERTIFICATE AUTHORITY #00009855 3.1 FOUNDATIONS ARE BASED ON PRESUMPTIVE BEARING CAPACITY OF A MINIMUM 2500 PSF -� 4' , ; •' •:� COMPACTED FILL ON UNDISTURBED ROCK OR SAND. VERIFY ACTUAL CONDITIONS PRIOR TO a TERMITE TREATED PLACING OF FOOTING. IF FOUNDATION IS ON PREPARED FILL, VERIFY SUITABILITY MOISTURE BARRIER OF FILL FOR USE AS FOUNDATION BEARING MATERIAL. 2 # 5 BARS CONT. 3.2 RECOMPACT DISTURBED SOIL IN FOOTING BOTTOMS PRIOR TO PLACEMENT OF CONCRETE. 01 16" 3.3 FOUNDATIONS SHALL BE CENTERED UNDER SUPPORTED COLUMN WALL U.N.O. 4) CONCRETE. TYPICAL EXTERIOR FOOTING . 4.1 STRUCTURAL CONCRETE SHALL CONFORM TO THE ACI 305 SPECIFICATIONS SINGLE STORY, BLOCKWALL MONOLITHIC FOUNDATION ION AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH: FOOTINGS /SLABS -------- 2500 psi BOND BEAM (BEAMS, COLUMNS) -------- 3000 psi COURSE GROUT 3/4" = 1'-0" BEAMS, COLUMNS -------- 3000 psi 4.2 ALL REINFORCING STEEL SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A-615 AND 4" CONCRETE SLAB W/ 61%o" SHALL LAP MIN. 40 BAR DIAMETER TYP. THROUGHOUT (BEAMS, COLUMNS, FOOTINGS) WI.4 X W1.4 WWF (OR 4.3 WELDED WIRE FABRIC (WWF): ASTM A185, FIBERMESH) OVER 6 MIL VAPOR 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL 4.5 PROVIDE THE FOLLOWING COVERAGES OVER REINFORCING: BOTTOM/TOP/''SIDES FOOTINGS: 3"/2"/3" BEAMS: 1 1/2" COLUMNS: -/-/1 1/2" PROVIDE 12"w X 3/4"d . 4.6 SEE CONCRETE BEAM SCHEDULE FOR MINIMUM STEEL LAP REQUIREMENTS CONT. "RAIN CUT" @EDGEOF CON". SLAB 4.7 EARTH SUPPORTED SLABS: ( INCLUDING EXTERIOR WALK AND DRIVE SLABS): 4" THICK - o REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AT MID DEPTH OF SLAB. FIBERMESH MAY BE ° ' k USED IN LIEU OF WWF AT THE CONTRACTOR'S OPTION. 4.8 CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ASTM C -94-78A co 2 # 5 BARS CONT. 4.9 FILL FOR SLAB SHALL BE PLACED IN 12" LAYERS AND ROLLED AND/OR COMPACTED TO MINIMUM FIELD DENSITY OF 95% AS MEASURED BY THE MODIFIED PROCTOR TEST PER AASHTO-T-180. ALL FILL SHALL BE CLEAN. SAND, RAIN CUT AT GARAGE DOOR FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS. 4.10 ALL DOWELS, SLEEVES, CONDUIT, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND DRAINS 2 SHALL BE IN PLACE BEFORE CONCRETING. FOR OPENINGS AND SPECIAL FEATURES OMITTED 3/4" = 11-0" ON THESE PLANS, SEE ACHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 4" CONCRETE SLAB W/ 611X6" 5) MASONRY: W1.4 X W1.4 WWF (OR FIBERMESH) OVER 6 MIL VAPOR 5.1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS > BARRIER ON CLEAN COMPACTED FOR MASONRY CONSTRUCTION' (ACI/ASCE 5.30-99) AND SPECIFICATIONS FOR TERMITE TREATED FILL MASONRY CONSTRUCTION (AC1530.1-99/ASCE 6-99). 1 #5 BAR CONT. 5.2 USE TYPE S' MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSL 5.3 MASONRY UNITS SHALL CONFORM TO ASTM C90 OR C146 WITH MINIMUM NET 77 -7 �^- COMPRESSIVE STRENGTH OF 1500 PSL co 5.4 PROVIDE FILLED CELLS WITH 1-#5 REBAR AS SHOWN IN THE PLANS . FILLED CELLS WITH k_ 2-#5 ( ALT. 1-#7) VERTICAL SHALL BE LOCATED AT EACH SIDE OF OPENINGS 10'-0" AND $" MIN. m .GREATER, AT ALL GIRDER BEARINGS, INCLUDING HIP -SET GIRDERS.. 5.5 CONCRETE FOR FILLED CELLS SHALL BE VIBRATED DURING PLACEMENT USING A "PENCIL" VIBRATOR. QMM TURNED EDGE o _Q31 WOOD: 3 to 6.1 WOOD FRAMING STRUCTURAL MEMBERS: #2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) 3/4" = 1'-011 _ WITH AN ALLOWABLE BENDING STRESS Fb = 1250 PSI AND A MODULUS OF 8n ELASTICITY = 1,600,000 PSI (DOES NOT INCLUDE INTERIOR NON LOAD BEARING STUD WALLS). 6.2 ALL NON-STRUCTURAL LUMBER SHALL BE "H.F. OR "S.P.F." ( MIN Fb= 750 PSI) _ _ # 5 DOWEL r_ UNLESS SPECIFIED OTHERWISE ( FILLER BLOCKING MATERIAL, ETC.) EXTERIOR FINISH 8"X8"X16" CONC. BLOCK 6.3 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, 1995 EDITIO 4" CONC. SLAB W/ 6X6 10/10 W.W.M. AND HIB 91 ( IF APPLICABLE). 6.4 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED GRADE VARIES .� •,,. 6.5 ROOF SHEATHING: REFER TO ROOF PLAN = _ .. � ., � �/.•, `�,. O � • ' a , � � �. ..� '" WALL SHEATHING: REFER TO FLOOR PLAN FLOOR SHEATHING: 23/32" APA RATED 32/16 EXPA CDX PLYWOOD w/ 8d COMMON NAILS ® 4" C f COMPACTED � EDGES, 6-O.C. MELD MOISTURE BARRIER FILL. 6.6 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE 16" 2 # 5 BARS CONT. PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. J 01p r 7) VERIFICATION OF FIELD CONDITIONS: N 8.1 ' CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME, WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS �/ SUCH CONDITIONS SHALL BE CALLED TO THE DESIGNER'S ATTENTIION AND NECESSARY ADJUSTMENTS GARAGE EXTERIOR ERI"r'(� R WALL MADE PER DESIGNER'S INSTRUCTIONS. 4 8.2 ALL WRITTEN DIMENSIONS PER PLAN TAKE PRECEDENCE OVER SCALED DIMENSIONS. liOCK WALL MONOLITHIC CONST. 3/4" 8.3 CONTRACTOR C OR SHALL COORDINATE ALL THE WORK OF TRADES INVOLVED. 8.4 ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE IINSTALLED PER MANUFACTURER 8" RECOMMENDATIONS AND SPECIFICATIONS. 5 DOWEL �� 8.5 CONTRACTORS SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY DIETAILS AND SPECIFICATIONS r EXTERIOR FINISH XBII XI6n CONG. BLOCK FOUND IN THESE DRAWINGS PROVIDED n AND APPROVAL OF ARCHITECT/DESIGNER CONE. SLAB PRIOR TO EXECUTION. W/ 6X6 10/10 W.W.M. co GRADE � °. � x .. . � �•..a • g .� •.., �• ,.� co a "44 co a ;.• • ••:� COMPACTED FILL "' TERMITE TREATED MOISTURE BARRIER 2 # 5 BARS CONT. 16" TYPICAL EXTERIOR FOOTING SINGLE STORY, BLOCK WALL 1501,» - 26'-8" 10/28/11 1 CERTIFY THAT I HAVE REVIEWED THESE PLANS AND THEY CONFORM TO: CHAPTER 16 OF THE 2007 FLORIDA BUILDING ' f� CODE -OR- } ------------_. CHAPTER R301 OF THE 2007 FLORIDA i RESIDENTIAL CODE ------------� -------.-_.....__.----�:.....�■ OEM Cffiffift BAN IIIIINID SPEED 120 Ipll MND MNPORTANOE FACTOR 1 ■' I BULDNG CATEGORY N € � I I MND E WOSURE 8 I INTERNAM. Pf€SSURE COEFFKUT +/- 0.18 I OOIPONAIITS & MADDING DESIGN PRESSURE +25.9 / -34.7 I GARAGE DOOR DESIGN PRESSILIRE +21.8 / -24.4 I NO OTHER MRTFICATM ARE STATED OR 1M'LED ■; BRIAN A. MOLYET P.E. -41 I t. ................................... ,, ORANGE CITY, FL 32763 -- PE #041509 CERTIFICATE AUTHORITY #00009855 ..............:........................................' I I m i o I ■ I -..._....._.._.....-... ...................................s to 2'-8" 2'-6" , € € 30'-3" I A2.a ■ I +0'-0" +0'-0" FIN. FL. 4" CONC. SLAB W/ 6x6 WI.4 x WI.4 WWF (OR FIBERMESH) ON 6 MIL / I /X" ,II I I i i n 2'-6" 2'-8" I'-8" I I 2'-2" I VAPOR BARRIER ON CLEAN WELL COMPACTED TERMITE TREATED FILL. '1' i s ■ 101` l I� € II - i q' -q" le R € € ■...... ... ............ ................................: LO I: ............_ _......... _...: i � i� l � t j. i I _ -4n 1 I G� -4n co I I L--------- I ----J I I I :::• I - 10 :- A2.0 - - - - :: µ: ZZ I 2 I I ww 1- A2.o ___ L I€I€ - ---- T -- ------- = s 14-0" 6'-0" 20'-0" 40'-0" MONOLITHIC -FOUNDATION 5 Q copyright 2011, zachary miller 3/4" = 11-011 designer hereby expressly reserves his copright and other property rights in these plans. these plans and drawings are not to be reproduced, changedorcopied 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 writtep permission and consent. foundation plan scale: 1/4 = 12" CO 0 co i STRUCTURAL NOTES - UNLESS OTHERNASE NOTED, ALL WWOODI QQQ CONNECTORS ARE TO BE SIMPSON STRONG -TIE MTS12 WITH 14-1061 112 -FASTENERS - UNLESS OTHERWISE NOTED, ALL WOODIMASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-1061 1/2"FASTENERS GENERAL NOTES - THE STANDARD CARE FOR ALL PROFESSIONAL SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WILL BE THE SKILL AND CARE USED BY MEMBERS OF THE CONSULTANTS PROFESSION PRACTICING UNDER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND IN THE SAME LOCALITY. CONSULTANT MAKES NO WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS AGREEMENT OR OTHERWISE IN CONNECTION WITH CONSULTANTS SERVICES. - CLIENT AND CONSULTANT EACH AGREE TO INDEMNIFY AND HOLD OTHER HARMLESS AND THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE ATTORNEYS FEES TO THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING 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. PERMIT SET DATE NOT YIIID WRIONT RNSfD SElll AND 96NED R{lE 11( PERMIT# _.��..��..�.. DESIGN / BUILD, miller constuction services FL reg. CBC 1251569 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 �r W ++ N C LO OJ M CM 70 N rs� M w �. ® ... > L 14, CL T-4- 41 C W N0 Z 00(n TM CM V) Itttttttttti u E% O r cc ■ �r ■ ■■11 cc L!i Ci) M 10/28/11 1 CERTIFY THAT I HAVE REVIEWED THESE PLANS AND THEY CONFORM TO: CHAPTER 16 OF THE 2007 FLORIDA BUILDING ' f� CODE -OR- CHAPTER R301 OF THE 2007 FLORIDA RESIDENTIAL CODE OEM Cffiffift BAN IIIIINID SPEED 120 Ipll MND MNPORTANOE FACTOR 1 BULDNG CATEGORY N MND E WOSURE 8 INTERNAM. Pf€SSURE COEFFKUT +/- 0.18 OOIPONAIITS & MADDING DESIGN PRESSURE +25.9 / -34.7 GARAGE DOOR DESIGN PRESSILIRE +21.8 / -24.4 NO OTHER MRTFICATM ARE STATED OR 1M'LED BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #041509 CERTIFICATE AUTHORITY #00009855 DATE NOT YIIID WRIONT RNSfD SElll AND 96NED R{lE 11( PERMIT# _.��..��..�.. DESIGN / BUILD, miller constuction services FL reg. CBC 1251569 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 �r W ++ N C LO OJ M CM 70 N rs� M w �. ® ... > L 14, CL T-4- 41 C W N0 Z 00(n TM CM V) Itttttttttti u E% O r cc ■ �r ■ ■■11 cc L!i Ci) M Ad —nil 8'-0" TRUSS W-0" II^ n O TRUSS BRG. OV RN NG 6'-8" 7'-4" 141-011 AREA TABULATIONS 3'-0" L 3'-0" 2'- 0-011 401-0' J LANS AND THEY CONFORM TO r roof plan OF THE 2007 FLORIDA BUILDING CODE MAIN HOUSE -OR- scale. 1/4 = 12" FLOOR PLAN - A/C 1719 S.F. RESIDENTIAL CODE DESInN CRIWK- BASIC WIND SPEED t20 NM ENTRY 64 S.F. BUILDING CATEGORY N OFFICE LANIA 142 S.F. 07ERNAL PRESSURE COEFFICIENT +/-0-18 GARAGE 433 S.F. Gaw WON MW PERN +21.8 / -24.4 TOTAL SQ. FT. 63q S.F. BRIAN A. MOLYET P.E. GRAND TOTAL SOFT. 21358 S.F. © copyright 2011, Zachary miller PE #041509 designer herebyexpressly reserves his copright and other property rights in these plans. consent zachary these plans and drawings are not to be reproduced, changed or copied in any form or manner they to to first said and CERTIFICATE AUTHORITY #00009855 whatsoever withoutfirstobtaining the express written permission and of miller nor are assigned any party without obtaining written permission consent. NOT YIIID ■DIDUT MB SEAL IIID SIOEO RIlE W r� / b STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD WODD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MTS12 WITH 14-10dx1 1/2'FASTENERS - UNLESS OTHERWISE NOTED, ALL WOODAIASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-1061 1/20FASTENERS GENERAL NOTES - THE STANDARD CARE FOR ALL PROFESSIONAL SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WILL BE THE SKILL. AND CARE USED BY MEMBERS OF THE CONSULTANTS PROFESSION PRACTICING UNDER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND IN THE SAME LOCALITY. CONSULTANT MAKES NO WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS AGREEMENT OR OTHERWISE IN CONNECTION WITH CONSULTANTS SERVICES. - CLIENT AND CONSULTANT EACH AGREE TO INDEMNIFY AND HOLD OTHER HARMLESS AND THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE ATTORNEYS FEES TO THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING PARTYS NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. PERMIT SET l I 10/28/11 IFY THAT I HAVE REVIEWED J LANS AND THEY CONFORM TO r OF THE 2007 FLORIDA BUILDING CODE -OR- CHAPTER R301 OF THE 2007 FLORIDA RESIDENTIAL CODE DESInN CRIWK- BASIC WIND SPEED t20 NM MAID WPORTANCE FACTOR 1 BUILDING CATEGORY N OFFICE WIIND ETa OSUR: B 07ERNAL PRESSURE COEFFICIENT +/-0-18 COMPONANTS R CLADDING DESIGN PRESSURE +25.9 / -34.7 Gaw WON MW PERN +21.8 / -24.4 NO OM 0TWTNINS ARE SWEO OR FLET) BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #041509 CERTIFICATE AUTHORITY #00009855 DATE NOT YIIID ■DIDUT MB SEAL IIID SIOEO RIlE W PERMIT #r 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. PE041509 1060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet }nn rr; TA- W W �N C))C�LO OJ M -- (0 LL C\1 0 "0 % 0 It 0 T 4C U) N t� Z 00 U) r I` N M LIN. i 0 cc CIO Um cc s® L Ci) 8 INCH LINTEL SCHEDULE MARK CAST -CRETE UPLIFT LATERAL LENGTH TYPE IFI -IT 8F12 -1T 8F16 -1T 8F20• -1T 8F24 -1T 8F28 -1T 8F32 -1T 8U8 8F8 8F8 -2T 8F12 -2T 8F16 -2T 8F20 -2T 8F24 -2T 8F28 -2T 8F32 -2T 2'-10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021. 2021 2727 2784 3981 5190 6407 7630 8857 �S S-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165. 2215 3165. 4125 5091 6061 7036 4`-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4-6" (54) PRECAST 1660 1762 2507 1 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4'° (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5-10" (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 G) 6'-6" (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 O T-6'° (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 0 91-40P (112) PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 ( J `�---� 1O'-6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 ` 396 493 716 611 1039 1389 1711 2034 2358 (D 1t'_:.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 631E1686 1001 1186 1372 340 494 631 486 818 1514 1799 2086 (11-411 PRECAST 500* 340 532 841 997 1153 302 398 573 409 682 1367 1637 1897 14'-0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-80' „ (176) PRESTRESSED 243 295 459 591 724 857 990 NR 357 243 352 582 852 1156 1491 1742 P `--� 15'-4" (184) PRESTRESSED 228 278 430 553 677 801 925 NR 327 228 329 542 791 1072 1381 1676 G)(208") 17'-4" PRESTRESSED 188 236 1 361 464 567 670 774 NR 255 188 276 1 449 649 874 1121 1389 * REDUCE VALUE BY 25% FOR FOR GRADE 40 FIELD REBAR. - ALL LINTELS TO ARE BE 8F16 -1T/18 I GENERAL NOTES I I � 2500 PSI CONC. FILLCODES: \ \ I I) I (CONCRETE PLACED IN FIELD) IJ FLORIDA BUILDING CODE I FT -0 I 1 2), CONCRETE: 1 5 ,: �o STD 180° HOOK @ EACH END OF 21.1 CONCRETE COMPRE551VE STRENGTH AT 28 DAYS: IRTV 16 16 STIRRUP W/2 1/2" LEG EXTENSION 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI 16 PAST BEND. (TYP) 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PS! I \ \ I / / r -e a 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI t :.. ; ' t 2.2 REINFORCING BARS: D I \ . .=°04°`co ' 7/3 1° STIRRUPS AT 4'-0" c -c 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60). a`- 1 i 2 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). ° (TIED OR WELDED) ��--- 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE I I •\ 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH AGI STANDARDS. I ------------------ PIP ----- -- ® I \ \ 41 " 1 » 3) MASONRY WPI 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MIN. MIN. MASONRY ASSOCIATION AND AGI 530. I Q 61 3.2 MINIMUM MASONRY UNIT STRENGTH: Vm 1250 PSI. I NOTES: 3.3 MORTAR SHALL BE TYPE S. I ° 1. MINIMUM COVERAGE OF STEEL - 1.511 4) STRUCTURAL: /' VENT ail2. MIN. BEARING REQUIRED AT EA. END - 4" 4.1 SAFE LOAD VALUES ARE BASED ON LINTEL5 HAVING A BEARING OF B° AI I �' TO (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER SECTION 2101.3.1 TYPICAL LINTEL SECTION OF THE 1987 EDITION OF THE STANDARD BUILDING CODE) PRECAST CONCRETE NOTE: IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE I \ IAMF tt CONSTRUCTION BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THESTRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEENFIELD 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 I /✓ �. - _ - CONSTRUCTION. PULL--G#�ATN I / . �IZ�I� 11,1.. ATTIC I STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MTS12 WITH 14-10dx1 1 f 2"FASIMERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-1061 112"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 ELECTRICAL KEY ATTORNEYS FEES TO THE EXTENT SUCH CLAIMS �"[ C LOSSES DAMAGESOR EXPENSES ARE CAUSED BY I Camp THE INDEMNIFYING PARTYS NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES - - -` " — - ` — — ( SINGLE POLE OUTLET DAMAGES OR EXPRESSES ARE CAUSED BY THE DUPLEX CONVENIENCE OUTLET JOINT OR CONCURRENTNEGUGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY DUPLEX OUTLET ABOVE COUNTER EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. I I�GFI GROUND -FAULT CIRCUIT -INTERRUPTER I DUPLEX OUTLET 220V 220 VOLT OUTLET I I- WALL SWITCH I \ I I O REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT LIGWT FIXTURE / I Q EXHAUST FAN (VENT TO EXTERIOR) / / I EXHAUST FAN/LIGHT COMBINATION / I (VENT TO EXTERIOR) / I ® CHIMES �SPB PUSHBUTTON SWITCH SMOKE DETECTOR IE Q NEAT DETECTOR d CO2 DETECTOR \ ® THERMOSTAT \ I KI TELEPHONE . I ® TELEVISION GFI I ELECTRIC METER i I G;M ELECTRIC PANEL X pz I CEILING FAN WITH INCANDESCENT IV - -\ IGFI I LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) oELECTRICAL NOTES: PROVIDE AND INSTALL LOCALLY CERTIFIED \ I I I SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION / I I (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES GF0 / I 2• PROVIDE AND INSTALL GROUND FAULT CIECUIT-INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE ' (NEC) AND MEETING THE REQUIREMENTS - - OF ALL GOVERNING CODES. Wt/GFI - - ELECTRICAL CONTRACTOR TO PROVIDE I '4' REQUIRED DIRECT NOOK-UPS/CUTOFFS, 5 HVAC CONTRACTOR TO VERIFY El ® THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL #I EQUIPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE 54JBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: ® SWITCHES OVER COUNTER ......48" TO CIL WALL OUTLETS OVER COUNTER ... 48" TO CL REMAINING SWITCHES . . ... . . .. 48" TO CIL WALL DU7Lr_ i S .. ....... ...12" TO CL ED I./ BATH "VANITY BRACKET OUTLET " l,2 -- -' I (I ABOVE TOP OF MIRROR)...BO To CL \ ®, WATER SOFTENER AND SUMP OIJTLE49 TO CL PERMIT VET TELEPHONE QUl'LETS .. .. .12" TO CL I \ TELEVISION OUTLETS . . . . . . . ..12" TO CL 2" 3-410 ( 0 �• PB I I EXERIOR GFI OUTLETS ..... . ..12" TO CL 10/28/11 ALUM. 150 AMP I WPIf 1 GARAGE GFI (ABOVE GARAGE FLO0R;5" TO CL DISC. W/ I \. / I BASEMENT WALL OUTLETS . . . . . . 48" TO CILCA CERTIFY THAT I HAVE REVIEWED MAIN I " SE PLANS AND THEY CONFORM TO: /� I FRONT DOOR COACH LIGHT. .72 TO CL / I GARAGE DOOR COACH LIGHT R 16 OF THE 2007 FLORIDA BUILDING ------------ " I �\ .� - - - �t�..,, ..._. /� I (ABOVE GARAGE FLCIOR,S . 84 TO GL CODE 64" TO BTMPTER R301 OF THE 2007 FLORIDA DINING AND BREAKFAST FIXTURE. . OF FIXTURERESIDENTIAL CODE g6" TO BTM L - - - - - - - - - -- - - -1 I \ / I I FOYER AND STAIRWAY FIXTURE .. . OF FIXTURE um ww ww 120 wry THERMOBTAT .... ...... ... 54" TO CL 00 WIMMI a FX= 1 #4 CH. RISER D I AGRAHAM FOR L — — - — 0- -� I `\ ,' I i DOORBELL CHIME5 .......... 84" To CL BUUM C►, /� cc LEVEL W/ V= °�M 8 150 AMP SERVICLI ► DOORBELL BUTTON .... . ...DR HANDLE �AL a> T +� ale KITCHEN HOOD FAN ."WHIP." . . . . . . 66" TO CL aA mmis & aAwn mm � +zea / -34.7 L—_..__._.----------�) KITCHEN WALL HUNG MICROWAVE MM ------_.....I .OUTLET ...76"TO CL +21.8 -24.4 NO OTHER CERVOTIONS ARE STALED OR WM SERVICE BY POWER CO. KITCHEN DISHWASHER RECEPTACLE. UNDER SINK BRIAN A. MOLYET P.E. KITCHEN RANGE . . . . . . . .. 24" TO CL 1060 E. INDUSTRIAL DR. SUITE W KITCHEN REFRIGERATOR . . . . .48" TO CL ORANGE CITY, FL 32763 A " PE #041509 I� copyright 2011, zachary miller . p �i I p (; L r I C a I Cil.�l pian W SHER/DRGENTERLLINE . . . . . . . 46 TO CL CERTIFICATE AUTHORITY x!00009855 designer hereby express) reserves his copright and other property rights in these plans. these plans and drawin s are not to be re roducedg p, chan ed or co ied in an form or manner p y scale: 1 /4 = 12° - I MELD :0 R AT " 2 -MASTER BATH STANDARD 30 NIGH wha soever without first obtaining the express written permission and consent of zachary miller nor are they to assigned to any party without first obtaining said writt n permission and consent. �I - VANITY TO BE RAISED 4" DATE NOT VU M1NgIT RAISED SAL AND we ON MI PERMIT#14_4W 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 CDrn 4 Ar �N C)) Lo OJ � �+�+ C?0) 0 _ > 0 14" 0 T� C U) N0 Z cow TM CM c" =j LLM 6% E13 L 0 i� cc ■ fr cc LJL >k cc ® 0 L0 Cl) SHEET 11U A2.2 ARCH. SHINGLES OVER 30# FELT ON PLYWD. OVER P.E. TRUSS BRG. NGT. 6'-8" HD. NGT: ALUM SOFFIT, ALUM SOFFIT, FASCIA AND FASCIA AND DRIP EDGE DRIP EDGE 5/8" STUCCO �- 5/8" STUCCO OVER CMU OVER. CMU RAISED STUCCO - FAUX SHUTTERS fin. fir. ALUM. WINDOW CRICKET � �I•!'st ■ E �t1)A: - :ate; ,__, • as IEI•IrI I��I■it>N lam' 11.. SYN. STONE ----� VENEER OVER rear elevation CMU front elevation scale: .25=12" scale: .25=12" A2.3 1 ARCHITECTURAL SHINGLES ON 15# FELT VAPOR I BARRIER ON I/2" PLYWOOD OVER PRE-ENGINEERED, 12 1 PRE -FABRICATED WOOD TRUSSES @ 24" O.C. 4® SEE PLAN 12 SIMPSON METAI6 (TYP.) SE HURRICANE CONNECTOR PLA J R-30 INSULATION (MINIMUM) 1 �...._. -9'-q" BRC. HGT� PER ENGINEER - _ 1 t,• �,. w SEE ELEVATIO 8'-0" BRC: NGT_ 3 - _ - - - I I. • I� i l _au I_m u�•r • .. ALUM SOFFIT, FASCIA AND DRIP EDGE 5/5" STUCCO OWN OVER CMU STEEL O.H. INIIN-1 ITON-l"W"U'll DOOR fin. f1r. STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOODAf QQ CONNECTORS ARE TO BE SIMPSON STRONG -TIE MTS12 WITH 14-10dx1 1/2'FASTENERS - UNLESS OTHERWISE NOTED, ALL WOODAIASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-1061 112 -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 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. VENTED SOFFIT INDICATES #5 ROD DOWELS VERT. IN BLOCK CELLS ,..I CONTINUOUS FROM FOOTING REINFORCEMENT TO 111M A CONC. BOND BEA ROVE FILL CELLS LS EL WITH 0 -0 n Ir. 5/8' STUCCO FIN. OVER C.M.U. WALL (TYP.) f' CONCRETE. SEE STRUCTURAL DWGS.! ..!° € I" X 3" P.T. WINDOW/DOOR BUCK B" U -SHAPED PRECAST LINTEL OVER ALL 1 �: � OPENINGS W/ (I) # 5 IN EACH. :,,:::•t ANCHORED TO BLOCK W/ 1-3/811 € T -NAILS @ 6" O.C. OR 2"X P.T. WINDOW UNIT right elevation PRECAST SILL BY PRECAST MFG: WINDOW/DOOR BUCK ANCHORED 1 ' � TO BLOCK W/ 3/16" DIA. X 3" - _ A2.3 TAP CON SCREWS @ 12" O.C. a-, _.-_._ 811X8"XIO' CONCRETE BLOCK WALL W/ DUR--O-WAL scale: .25=12°° , VERTICAL RE- INFORCEMENT EVERY 32" O,C. 0 a: R 4.2 INSULATION @ BLOCK WALLS 12 :M....w A I/2" DRYWALL OVER IX FURRING STRIPS OVER 8" 4 CMU. -- ARCH. SHINGLES _ ;N� ;I 3" WOOD BASE OVER 30# FELT ON cv_ L) 4" CONCRETE SLAB W/ 6"X6" 10/10 W.W.M. (W/ PLYWD. OVER P.E. TRUSS FIBERMESH OPTION) ON 6 MIL VAPOR BARRIER `V W OVER WELL COMPACTED TERMITE TREATED FILL. - ---- q'-4" BRC. NGT. GRADE- II' 0 -0 -FIN. FLR. _ _ g' -Op BRIG. NGT. ALUM LUM 50FFIT 6 -8_ HD. NGT 00 LIN FASCIA AND . , FASCIA AND DRIP EDGE ;, DRIP EDGE y...'°.. ,•� 5/8 STUCCO 5/8" STUCCO ,. •>...,•., .// / / /� ,�, „,,` OVER CMU ., `, � • • . • � ' � • , OVER CMU TYP. SECTION ALUM. STONE E r �^ 77. / .. CMU SCALE, 3/4' � i -a �.,./��^,�'" °�^ WINDOW •..• .. ..:... . � ... .. •... ••.:•,. .�.. .. .. • . , �'� • ' � VENEER OVER 0-0" fin. fir. now left elevation scale: .25=12"PERMIT SET 10/28/11 ARCH. SHINGLES OVER 30# FELT ON J" 12 1 CERTIFY THAT I HAVE REVIEWED PLYWD. OVER P.E. � 4 THESE PLANS AND THEY CONFORM TO: TRUSS CHAPTER 16 OF THE 2007 FLORIDA BUILDING . ` CODE INSULATION " `- . INSULATION -OR- ✓ 2 12 CHAPTER R301 OF THE 2007 FLORIDA 8'-0" HD. HGT. '`` V-0" HD. HGT. RESIDENTIAL CODE _+ DEELMMMIL ALUM SOFFIT, BASIC WNIND SNS 12D MPH FASCIA AND DRIP WINND RMWANMs FAC= 1 BuiDING CAIEM EDGE I ALUM SOFFIT, FASCIA € _ FRENCH DOOR WIND E09Me AND DRIP EDGE Suite 2 Great Room Kit rt BEYOND 07EINK PIESSINIE COEFFICIENT 5/8" STUCCO OVER CARPET TILE TI 5/8' STUCCO OVER 0WONANTs & MADDING DESIGN NRMME V-0" CLG. VAULTED CLG. AULT L CMU +25.9 / —34.7 CMU +21.8 / —24.4 I KITCHEN CABINETS NO OCHER CERTIFlCATM ARE STALED OR MI M E- 0" fin. fir. 0'-0" fin. fir. BRIAN A. MOLYET P.E. iii-- - - - - ---- - - ---- 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #041509 CERTIFICATE AUTHORITY #00009855 © copyright 2011, zachary miller designer herebyexpressly reserves his co ri ht and other property rights in these plans. these plans and drawings are not to be reproduced, changed or copied in any form or manner 1 - buildingsection gg without p' yy ' p g ' i n consent of zacha miller nor are the to assigned to an art without first obtaining said writte permission and consent. °A'� whatsoever wlthaut first obtaining the express written permission and co se ry y g y party g scale: .25=12° Nor vKn rllllour RAI�FD';fx Ali sx;Ilm awE we PERMIT # 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 T - W W 4N N C;)C�U-) Lo OJ M M LL0) Mw � 0 5- 70 I. O 0 qqt CL ,p- 4 - it C W N0 Z 00W r N mi LL 13 0 NIIIIIIIIIIII r cc 0 ■ Um cc rl>� ® 0 NN>_ Cl)L0 CIO) ��l LIMITING HEIGHTS EXTERIOR #2 STUDS 2" X 4" SPRUCE, .FIR 24" 0/C 8'-4" 2" X 4" SPRUCE, FIR 16" 0/C 10'-O" 2" X 4" SPRUCE, FIR 12" O/C 11'-8" 2" X 4" SOUTHERN PINE 24" 0/C 9'-0" 2" X 4" SOUTHERN PINE 16" 0/C 11'-0" 2" X 4" SOUTHERN PINE 12" 0/C 12'-8" 2" X 6" SPRUCE, FIR 24" 0/C 13'-0" 2" X 6" SPRUCE, FIR 16" 0/C 16'-0" 2" X 6" SPRUCE, FIR 12" 0/C 18'-4" 2" X 6" SOUTHERN PINE 24" 0/C 14'-0" 2" X 6" SOUTHERN PINE 16" 0/C 1 T-0" 2" X 6" SOUTHERN PINE 12" 0/C 19'-8" 2" X 8" SPRUCE, FIR 24" 0/C 1T-0" 2" X 8" SPRUCE, FIR 16" 0/C 21'-O" 2" X 8" SPRUCE, FIR 12" 0/C 24'-0" 2" X 8" SOUTHERN PINE 24" 0/C 1 g'-4" 2" X 8" SOUTHERN PINE 16" 0/C 22'-8" 2" X 8" SOUTHERN PINE 12" 0/C 26'-0" SIZE STUD MATERIAL & 0/C SPACING 16d @ 12" O.C. ADD 2X4 FULL HGT. TRUSS WEB 24" O.C. 5'-0" TO 10'-0" MAX. HT. 2" X 4" SPRUCE, .FIR 24" 0/C 8'-4" 2" X 4" SPRUCE, FIR 16" 0/C 10'-O" 2" X 4" SPRUCE, FIR 12" O/C 11'-8" 2" X 4" SOUTHERN PINE 24" 0/C 9'-0" 2" X 4" SOUTHERN PINE 16" 0/C 11'-0" 2" X 4" SOUTHERN PINE 12" 0/C 12'-8" 2" X 6" SPRUCE, FIR 24" 0/C 13'-0" 2" X 6" SPRUCE, FIR 16" 0/C 16'-0" 2" X 6" SPRUCE, FIR 12" 0/C 18'-4" 2" X 6" SOUTHERN PINE 24" 0/C 14'-0" 2" X 6" SOUTHERN PINE 16" 0/C 1 T-0" 2" X 6" SOUTHERN PINE 12" 0/C 19'-8" 2" X 8" SPRUCE, FIR 24" 0/C 1T-0" 2" X 8" SPRUCE, FIR 16" 0/C 21'-O" 2" X 8" SPRUCE, FIR 12" 0/C 24'-0" 2" X 8" SOUTHERN PINE 24" 0/C 1 g'-4" 2" X 8" SOUTHERN PINE 16" 0/C 22'-8" 2" X 8" SOUTHERN PINE 12" 0/C 26'-0" 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 BOTTOM PLATE 1 #5 VERT. REINF. C1. PA. P. . END STUD 1/2" ANCHOR BLOT @ 48" 0/C (VERT.) (3 MIN.) FRAME TO BLOCK CONNECTION 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 4" CONC. W/ 6X6 10/10 W.W.M. FOOTER PIPE R ADD (1) #5 25" LAP FOOTER PIPE THRU MONO FTG. DETAIL T-18 OR EQUIV. 4) TAPCONS X 2" TEL CORRECTION FOR MISSED LINTEL STRAP DETAIL EXIST. ROOF SYSTEM AND r ROOF STRAPPING r r rr rr DRILL 6" INTO EXIST. LINTEL EPDXY & DRIVE #5 &BEND VERT., 25" LAP REQ'D. SPLIT FACE OF BLOCK @ PROP. FILLED CELL LOC- ATION. (TYP.) ALTERNATE LOCATION OF FOOTING DETAIL W/ FILLED CHAIR BLOCK DRILL 6" INTO EXIST. FTG., EPDXY & DRIVE #5 &BEND VERT., 25" LAP REQ'D. CORRECTION FOR MISSED DOWE 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 W 0 3. HEADER STUD REQUIREMENT 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 4" CONC. W/ 6X6 10/10 W.W.M. FOOTER PIPE R ADD (1) #5 25" LAP FOOTER PIPE THRU MONO FTG. DETAIL T-18 OR EQUIV. 4) TAPCONS X 2" TEL CORRECTION FOR MISSED LINTEL STRAP DETAIL EXIST. ROOF SYSTEM AND r ROOF STRAPPING r r rr rr DRILL 6" INTO EXIST. LINTEL EPDXY & DRIVE #5 &BEND VERT., 25" LAP REQ'D. SPLIT FACE OF BLOCK @ PROP. FILLED CELL LOC- ATION. (TYP.) ALTERNATE LOCATION OF FOOTING DETAIL W/ FILLED CHAIR BLOCK DRILL 6" INTO EXIST. FTG., EPDXY & DRIVE #5 &BEND VERT., 25" LAP REQ'D. CORRECTION FOR MISSED DOWE MAXIMUM SPACING OF FILLED CELLS UNGROUTED CELLS THAT CAN RESIST A 100 M.P.H. LOAD WIND (ASCE. 7-88 FIG. 3 = 15' — 20' HGT. 22.3#) MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS IS 25 P.S.I. - A. .I. C 531 TABLE 10.1 SECTION PROPERTIES 8" PARTIALLY GROUTED WALL = 95.43 (MASONARY STRUCTURES A.C.I.) M=WI/8,S=M/In,22.31 *X*12/8*25=95.43" X=8.45" „ USE 8'-0" HORIZ. — — SPACING 9 4 CEILING MAX. USE 6'--0" HORIZ. SPACING — 10'-0" TO 12'-8" CEILING MAX. USE 6'-0" HORIZ. SPACING - 12'-8",TO„18' CEILING MAX. & ADD LINTEL W/ (1) #5 CONT. @ 9'-4” HGT. (+/- 8") copyright 2011, 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 a y florm 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 obtainingsaid written ermission and consent. HGT. 16d @ 12" O.C. ADD 2X6 FULL HGT. TRUSS WEB 0 24" O.C. 10'-0" TO 14'-3" HGT. MODIFICATION OF GABLE END TRUSS WEBS STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOQQ„4MIQQQ, CONNECTORS ARE TO BE SIMPSON STRONG -TIE MTS12 WITH 14-10dx1 1/-2"FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD ASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-106 1 1/2"FASTENERS GENERAL NOTES. - THE STANDARD CARE FOR ALL PROFESSIONAL SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WILL BE THE SKILL AND CARE USED BY MEMBERS OF THE CONSULTANTS PROFESSION PRACTICING UNDER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND IN THE SAME LOCALITY. CONSULTANT MAKES NO WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS AGREEMENT OR OTHERWISE IN CONNECTION WITH CONSULTANTS SERVICES. - CLIENT AND CONSULTANT EACH AGREE TO INDEMNIFY AND HOLD OTHER HARMLESS AND THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE ATTORNEYS FEES TO THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING PARTYS NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTIHEY SHALL BE BORNE BY EACH PARTY IN PROPOR110N TO ITS NEGLIGENCE. PERMIT SET HURRICANE TIE INTERCHANGA91LIt.Y SCHEDULE � o/��/� .E)BA�lQ ,M,ODEL� FAQ UpLIFf COMPLIANCE SIMPSON MTS12 (14) 10d tpOp 413 (NER) SIMPSON META16 (12) 10d x 1-1/2" 1490 469 (NER) I CERTIFY THAT I HAVE REVIEWED SIMPSON HETA20 (16) 1 O x 1-1/2" 1890 469 (NER) THESE PLANS AND THEY CONFORM T0: SIMPSON HUS28 (14) 16d, (6) 16d 1550 499 (NER) SIMPSON LSTA72 (10) 10d 755 443 (NER) CHAPTER 16 OF THE 2007 FLORIDA BUILDING SIMPSON SP1 (6) 90d, (4) 10d 585 499 (NER). CODE SIMPSON SP4 (6) 10d x 1-1/2' 735 499 (NER) -OR SIMPSON LSTA36 (26) t pd 1715 443 (NER) CHAPTER R301 OF THE 2007 FLORIDA SIMPSON H5 (4) 8d, (4) 8d 455 499 (NER) RESIDENTIAL CODE SIMPSON ABU44 (1) 5/8" AS. (12) 16d, (2) 1/2" 2200 499 (NER) 12D MPH SIMPSON HTS16 (16) 10d � 1260 413 (NER) We MpORTANCE FACTOR t SIMPSON L.50 (6) 10d 420 443 (NER) BIIN,DNG CATEGORY USP AC5 (s) 10d _ 425 3613 (ICBG) M SIMPSON A34 (8) 8d x 1-1/2" 365 413 (NER) MMlD DIPOSURE B SIMPSON HTS20 (20) tOd 1450 s (NER) AL PRESSLIRE COEFFICIENT +/-0.18 SIMPSON SP2 (s) 10d, (6) 10d 890 499 (NER) ODIPONAN75 GAW DOW OEM PRESSW & OIJIIJDNG OESN;N P>iE59� +25.9 / -34J SIMPSON H4 (4) Sd, (4) 8d 360 499 (NER) AM. +21.8 / -244 1) USE (1) M1512 (OR INTERCHGABLE TIE) FOR TRUSS TO FRAME WALL BASED ON NATIONAL DESIGN SPECS NO OTHER OTWATI�$ ARE STAB OR W=MI OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) FOR WOOD CONSTRUCTION FROM 2) USE (t) META 20 (OR INTERCW3 USE ANGABL.E TIE) FOR TRUSS TO BLOCK WALL TABLE 8.$C -"NAILS AND SPIKES �-- BRIAN A. MOLYET P.E. CONNECTION (U.N.O.) LATERAL LOAD DESIGN VALUES" 1060 E. INDUSTRIAL DR. SUITE W 4; USE (3US 16d(OOR I(3NIERCHAIdx 3B1%4" PFASELODE GUN NN FASTENECI'IONS (LINO) NAIL SHEAR VALUE (lbs.) ORANGE CITY, FL 32763 TO HIP GIRDER. (TdeB) t Od 1102 PE ,{041509 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>t0,000L8 DOWNLOAD) tsd 149 CERIIFlCATE AUTHORITY X00009855 (1) FlLLEO CELL REQUIRED WITHIN $ IN OF GIRDER TRUSSES(7500-10,O0DLB DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500L8 DOWNLOAD) • —COMPLIANCE REPORT PENDING DATE NOT vKlo rnuRN�ED gx NO 9pEo � K PERMIT a NOTES: 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" 5' ROOF EDGE 4°- 3 HEADER STUDS EACH SIDE) 6'-0" TO 12'-0" 4 HEADER STUDS EACH SIDE) 12'-0" TO 18'-0" 2 HEADER STUDS REQ. (1) FULL LENGTH STUD _O___—__—_-----------® I Z4' 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS L-------------------/ 4 HEADER STUDS REQ. (2) FULL LENGTH STUDS i 2 RIDGE 4. BEARING WALL NAIL PATTERN: --�2--- ' — <�O 2 — —1—� �`� 1. PLYWOOD: (FIELD) USE 8D NAILS 12" 0/C O ; O P.,_-'2 `. ® 4 OR O.S.B. (EDGE) USE 8D NAILS @ 6" O/C ' , ---_ ----- 2. GYPSUM: (FIELD) USE 5D NAILS @ 10" 0/C I 02 (EDGE) USE 5D NAILS @ 7" 0/C 5. ROOF NAILING PATTERN: PLYWD OR OSB 5 1 ZONE 1 — USE 8D COMMON NAILS ® 12" O/C ZONE CHART 2 ZONE 2 — USE 8D COMMON NAILS @ 6" 0/C 3 ZONE 3 — USE 8D COMMON NAILS @ 4" 0/C 6. 1/2„ GYPSUM CEILING: USE 5D NAILS @ 7" 0/C 7. SENCO 2 1/4" X .131 & PASELODE 2 1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIE 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. 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. .I. C 531 TABLE 10.1 SECTION PROPERTIES 8" PARTIALLY GROUTED WALL = 95.43 (MASONARY STRUCTURES A.C.I.) M=WI/8,S=M/In,22.31 *X*12/8*25=95.43" X=8.45" „ USE 8'-0" HORIZ. — — SPACING 9 4 CEILING MAX. USE 6'--0" HORIZ. SPACING — 10'-0" TO 12'-8" CEILING MAX. USE 6'-0" HORIZ. SPACING - 12'-8",TO„18' CEILING MAX. & ADD LINTEL W/ (1) #5 CONT. @ 9'-4” HGT. (+/- 8") copyright 2011, 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 a y florm 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 obtainingsaid written ermission and consent. HGT. 16d @ 12" O.C. ADD 2X6 FULL HGT. TRUSS WEB 0 24" O.C. 10'-0" TO 14'-3" HGT. MODIFICATION OF GABLE END TRUSS WEBS STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOQQ„4MIQQQ, CONNECTORS ARE TO BE SIMPSON STRONG -TIE MTS12 WITH 14-10dx1 1/-2"FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD ASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-106 1 1/2"FASTENERS GENERAL NOTES. - THE STANDARD CARE FOR ALL PROFESSIONAL SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WILL BE THE SKILL AND CARE USED BY MEMBERS OF THE CONSULTANTS PROFESSION PRACTICING UNDER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND IN THE SAME LOCALITY. CONSULTANT MAKES NO WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS AGREEMENT OR OTHERWISE IN CONNECTION WITH CONSULTANTS SERVICES. - CLIENT AND CONSULTANT EACH AGREE TO INDEMNIFY AND HOLD OTHER HARMLESS AND THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE ATTORNEYS FEES TO THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING PARTYS NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTIHEY SHALL BE BORNE BY EACH PARTY IN PROPOR110N TO ITS NEGLIGENCE. PERMIT SET HURRICANE TIE INTERCHANGA91LIt.Y SCHEDULE � o/��/� .E)BA�lQ ,M,ODEL� FAQ UpLIFf COMPLIANCE SIMPSON MTS12 (14) 10d tpOp 413 (NER) SIMPSON META16 (12) 10d x 1-1/2" 1490 469 (NER) I CERTIFY THAT I HAVE REVIEWED SIMPSON HETA20 (16) 1 O x 1-1/2" 1890 469 (NER) THESE PLANS AND THEY CONFORM T0: SIMPSON HUS28 (14) 16d, (6) 16d 1550 499 (NER) SIMPSON LSTA72 (10) 10d 755 443 (NER) CHAPTER 16 OF THE 2007 FLORIDA BUILDING SIMPSON SP1 (6) 90d, (4) 10d 585 499 (NER). CODE SIMPSON SP4 (6) 10d x 1-1/2' 735 499 (NER) -OR SIMPSON LSTA36 (26) t pd 1715 443 (NER) CHAPTER R301 OF THE 2007 FLORIDA SIMPSON H5 (4) 8d, (4) 8d 455 499 (NER) RESIDENTIAL CODE SIMPSON ABU44 (1) 5/8" AS. (12) 16d, (2) 1/2" 2200 499 (NER) 12D MPH SIMPSON HTS16 (16) 10d � 1260 413 (NER) We MpORTANCE FACTOR t SIMPSON L.50 (6) 10d 420 443 (NER) BIIN,DNG CATEGORY USP AC5 (s) 10d _ 425 3613 (ICBG) M SIMPSON A34 (8) 8d x 1-1/2" 365 413 (NER) MMlD DIPOSURE B SIMPSON HTS20 (20) tOd 1450 s (NER) AL PRESSLIRE COEFFICIENT +/-0.18 SIMPSON SP2 (s) 10d, (6) 10d 890 499 (NER) ODIPONAN75 GAW DOW OEM PRESSW & OIJIIJDNG OESN;N P>iE59� +25.9 / -34J SIMPSON H4 (4) Sd, (4) 8d 360 499 (NER) AM. +21.8 / -244 1) USE (1) M1512 (OR INTERCHGABLE TIE) FOR TRUSS TO FRAME WALL BASED ON NATIONAL DESIGN SPECS NO OTHER OTWATI�$ ARE STAB OR W=MI OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) FOR WOOD CONSTRUCTION FROM 2) USE (t) META 20 (OR INTERCW3 USE ANGABL.E TIE) FOR TRUSS TO BLOCK WALL TABLE 8.$C -"NAILS AND SPIKES �-- BRIAN A. MOLYET P.E. CONNECTION (U.N.O.) LATERAL LOAD DESIGN VALUES" 1060 E. INDUSTRIAL DR. SUITE W 4; USE (3US 16d(OOR I(3NIERCHAIdx 3B1%4" PFASELODE GUN NN FASTENECI'IONS (LINO) NAIL SHEAR VALUE (lbs.) ORANGE CITY, FL 32763 TO HIP GIRDER. (TdeB) t Od 1102 PE ,{041509 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>t0,000L8 DOWNLOAD) tsd 149 CERIIFlCATE AUTHORITY X00009855 (1) FlLLEO CELL REQUIRED WITHIN $ IN OF GIRDER TRUSSES(7500-10,O0DLB DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500L8 DOWNLOAD) • —COMPLIANCE REPORT PENDING DATE NOT vKlo rnuRN�ED gx NO 9pEo � K PERMIT a f7 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: Bry