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HomeMy WebLinkAbout801 Magnolia Ave; 16-402; NEW SFHJob Address: c�b� •c. L e xA CITY OF SANFORiD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /(14? — yo c� Documented Construction Value: S Distoric District: Yes 0 No ❑ Residential N Commercial Parcel ID: ❑ Type of Work: New,X Addition ❑ Alteration ❑ Repair [IDemo ❑ Change of Use ❑ move ❑ `! c Description of Work: i�-��^� lt��<� ��IAll i Plan Review Contact Person: \)I, irLL '� Title: Phone.• -�2� Cry �,• Fax• ,V -;'1 '(cik (:.�'G�4 Emai1:1�11�i�.1 -�C -- Property Owner Information Name �r��t`a � �-�l��.-�- �ilkw t,.l."7� Phone: Resident of property? tr : es Street: City, St=ate Zip: Contractor Information //� � `• �'� Name ��,��, "Y!✓ (l L fl,:s� ��ha C, Phone: Street: City, State Zip: � Mate License No.: Architect/Engineer Information Name: k'LL� v''V Phone: �- - Street: C� . (� N. �y�5 (a�` 7 i e Vit_✓ (9 6' 0 Fax: City, St, Zip: 02ttiNZ- E-mail: Bonding Company: Mortgage Lender: Address: _ Address: WARNING TO OWNER: YOUR FAILURE 'TO RECORD A NOTICE OIC' COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE F'IRS'T' INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations its indicated, 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to rnceC standards of all laws regulating constnictton in this jurisdiction. I understand that a separate hermit must be secured for electrical work, plumbing, signs, wells, Pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. F BC 105.3 Shall be inscribed with re date of application and the code in effect as of that date: 5°i Edition (2014) Florida Building Code jAi ; 1 r Permit Application Revised: June 30,2015 ttt ABBREVIATIONS 1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS 19. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, SOUND EQUIPMENT, PLUMBING VALVES, AND ROOF TOP EQUIPMENT. PLASTIC INCLUDING THOSE FURNISHED BY SUBCONTRACTORS AND OWNER. CONTRACTOR SHALL ACCEPT PREMISES AS FOUND. OWNER ASSUMES NO RESPONSIBILITY FOR PHENOLIC ENGRAVED PLAT SCREWED ON. THE CONDITION OF THE EXISTING SITE OR EXISTING STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. 20. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED, THE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT AND OWNER SYMBOLS USED AS ABBREVIATIONS ANY SUCH DISCREPANCIES PRIOR TO COMMENCING WORK. DISCREPANCY OCCURS PRIOR TO CONTINUING WITH WORK. ? ANGLE FN FENCE PLAS PLASTER 22. THE ARCHITECT AND/OR OWNER WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE OWNER 22. CENTER LINE FBD FIBERBOARD PLA PLASTIC ? COPYRIGHT FGL FIBER CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT AND OWNER. PLAM PLASTIC 1AMINATE 25. GYPSUM WALLBOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING CODES/ORDINANCES. DEGREES FIN FINISH ED PL PLATE I? DELTA FFE FINISH LOOR ELEVATION PG PLATE GLASS ? DIAMETER FFL FINISHED FLOOR LINE PWD PLYWOOD i FLOW LINE FA FIRE ALARM PT POINT 30. GENERAL CONTRACTOR TO SUPPLY AND INSTALL LAMPS IN ALL LIGHT FIXTURES. GREATER THAN FE FIRE EXTINGUISHER PVC POLYVINYL, CHLORIDE OR EQUAL TO FEC FIRE EXTINGUISHER CABINET PE PORCELAIN ENAMEL ? LESS THAN FHS FIRE HOSE STATION PCPL PORTLAN CEMENT PLASTER 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR OR EQUAL TO FPL FIREPLACE OF THE WORK UNDER THIS CONTRACT. PD POUND, S € PLUS OR MINUS FP FIREPROOF PCF POUNDS R CUBIC FOOT ? PROPERTY LINE FRT FIRE -RETARDANT PLF POUNDS PER LINEAR FOOT ? SQUARE FOOT FIXT FIXTURE PSF POUNDS PER SQUARE FOOT & AND FLO FLASHING PSI POUNDS PER SQUARE INCH Co AT SPACING OF FLX FLEXIBLE PCC PRECAST CONCRETF # d NUMBER PENNY FG FLR FLOAT FLOOR, GAS ING} PFB PFN PREFABRICATE, (ED) PREFINISHED X WIDTH X HEIGHT FD FLOOR DRAIN PRF PREFORMED W/ WITH FLFLOW LINE PREM PREMOULDED, FOUR FLUORESCENT PL PROPERTY LINE ABBREVIATIONS FJT FLUSH JOINT FTG FOOTING QT QUARRY TILE AB ANCHOR BOLT FND FR FOUNDATION FRAME ((D), (ING) RAD RADIUS ABV AFF ABOVE ABOVE FINISHED FLOOR FS FUR FULL BIZ FURRED, E(ING) RFT RL RAFTER RAIL (ING) ACC ACFL ACCESS ACCESS FLOOR FUT FUTURE REC REF RECES5S ( D REFER (ENC AP ACCESS PANEL ACOUSTICAL GA GAGE GAUGE RFL REFLET (QED , (IVE), (OR) AC ACPL ACOUSTICAL PLASTER GV GKT GABVANIZ�D GASKET, ED) REFR REG REFRIGEWO „ REGISTER ACT ACR ACOUSTICAL TILE ACRYLIC PLASTIC GC GENERAL CONTRACT, (OR) REIN _ REINFORCE (ED ING) ADH ADHESIVE GL GLASS, GLAZING RECP REINFORCEI) CONC ET PIPE ADH ADJACENT GLB GCMU GLASS BLOCK GLAZED CONCRETE MASONRY UNITS REM REQ'D REMOVE REQUIRED ADJT AGO ADJUSTABLE AGGREGATE CLAM GLUED LAMINATE RES RESILIENT A/C AIR CONDITIONING GB GD GRAB BAR GRADE GRADING RET RA RETURN RETURN AIR ALLT ALUM ALTERNATE ALUMINUM GRN GRT GRANITE GRATE (ING) RVS REV REVERSE JSIDE� REVISE (� R VISE, (ED) ANC ANCHOR ANCHORAGE GVL GRAVEL RH RIGHT WND ANOD ARCH ANODIZED ARCHITECT, ARCHITECTURAL GRHS GREENHOUSE ROW RIGHT OF WAY AD AREA DRAIN GT GRD GROUT GUARD R RVT RISER RIVET ASPH AT ASPHALT ASPHALT TILE GUT GUTTER R&S ROD AND SHELF AUTO AUTOMATIC GPDW GPL GYPSUM DRY WALL GYPSUM LATH RD RFH ROOF DRAIN ROOF HATCH AWN AWNING GPPL GYPSUM PLASTER RFG ROOFING BLMT BASEMENT OPT SU LE GYPSUM WALLBOARD RM RO ROOM ROUGH OPENING RCP ROUND CONCRETE PIPE BM BEARING HC HRL HANDICAP HANDRAIL ROK RB ROWLOCK RUBBER BASE BPL BEL BEARING PLATE BELOW HBD HARDBOARD REIT RUBBER TILE BM BENCH MARK HDW HARDWARE RBL RUBBLE STONE BET BETWEEN HWD HDR HARDWOOD HEADER SFGL SAFETY GLASS BVL BEVELED HTG HEATING SCH SCHEDULE BLK BLOCKD HVAC HEAT VENT AIR CONDITION SCN SCREEN SCUPPER BLKG BLOCKING HD HT HEA HEIGHT DU SCUP SNT SEALANT BD BS BOARD HPT HIGH POINT STC SEATING BO OWNERS HCR HOR HOLLOW HORIZONTAL CORE SEC SVYD SECTION SERVICE YARD, BOT BOTTOM HB HOSE BIBB SSK SERVICE SINK I BRKT BRACKET SHTH SHEATH, 1:NG) BRS BRASS INCAN INCANDESCENT SHT SHEET BRZ BRONZE INCIN INCL INCINERAT INCLUDE R ED) (ING) SG SH SHEET SHELF GLASS SHj". VING BLDG BUILDING ID INSIDE dIA E&1� SHNG SHINGLE, BUR BROIL BUILT UP ROOFING BULLET RESISTANT GLASS INS INSC INSULATE INSULATING E((INC)l CAETE SHU SIDG SHUTTER, SIDING S CAB CABINET IGL INT INSULATING INTERIOR GLASS SIM SKL SIMILAR SKYLIGHT CAN CPT CANVAS CARPET INTM INTERMEDIATE SL SLEEVE CSMT INV INVERT S SOO L SLOPE SOLDIER Cl CASEMENN JC JANITOR'S CLOSET SC SOLID CORE CST CAST STONE JT JOINT SP SOUNDPROOF CS CATCH BASIN JF JOINT FILLER S SOUTH CHT CEILING J JOIST SPC SPACE, R HEIGHT SGL SPANDR L GLASS CEM CM CEMENT CENTIMETER S ( ) KPL KICKPLATE SPK SPEAKER CER CERAMIC KIT KO KITCHEN ` KNOCKQUT SPL SPEC SPECIAL SPECIFICATION CT CERAMIC TILE SPH SPLASH CHBD CHALKBOARD LBB LABEL SQ SQUARE CHAM CHAMFER LAB LABORATORY SST STAINLESS STEEL CHROMIUM LAD LADDER STGL STAINED GLASS CR LB LAG BOLT STD STANDARD CIRC CIRCUMFERENCE LAM LGL LAMINATE (ED) LAMINATEb GLAASS STA ST STATION STEEL CUR CLEAR, CLEARANCE LAV LAVATORY STO STORAGE CLS CLOSURE LO LAYOUT SF STOREFRONT CGL COATED GLASS LH LEFT HAND SD STORM DRAIN COL COLUMN STT STRUCTURAL COMB COMBINATION L LENGTH SCT STRUCTURAL CLAY TILE COM COMMON LT LIGHT STCO STUCCO COMPT COMPARTMENT T COMPO COMPOSITION, C MPO ITE LMS LIMESTONE SUSR SUSPENDED COMP CONC COMPRESS,(ED),�ION),�IBLE) CONCRETE LTL LL LINTEL LIVE LOAD SYD SYM SIDE YARD SYMMETRY, (ETRICAL) CMU CONCRETE MASONRY UNIT LOC LOCATE SYN SYNTHETIC CONN CONNECTION LLD LOOSE LAID SYS SYSTEM CONST CONSTRUCTION LVR LOUVER CONT CONTINUE CONTINUOUS LOW POINT TKBD TACKBOARD CONTR CONTRACT, CONTRACTOR TEL TELEPHONE CJT CONTROL JOINT INT MB MACHINE BOLT TV TELEVISION CPR COPPER MH MANHOLE TO TEMPERED CG CORNER GUARD MFR MANUFACTURE, TZ TERRAZ 0 CORR CORRUGATED MRB MARBLE THK THICK, NESS) CTR CS COUNTER COUNTERSINK MAS MTL MASONRY MATERIAL THR TBRL THRESHOLD TO BE RELOCATED CRS COURSE MAX MAXIMUM TOBR TO BE REMOVED C FS CUBIC FEET MECH MECHANIC AL) MECHANIC, TPD TOILET PAPER DISPENSER CFT CUBIC YARD MC MEDICINE BINET 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 DML DEMOUNTABLE M METER, (S) TP TOP POISE OF PLATE MW MICROWAAVVE TST TOP OF STEEL DTL DIAGONAL MM MILLIMETER, (S) TSF TOP OF SUBFLOOR DIA DIAMETER MIN MINIMUM TW TOP OF WALL CIM DIMENSION MIR MIRROR TPG TOPPING SDP DISPENSER MGL MIRROR GLASS (FRAMED) TOR TO REMAIN DIV DIVISION MISC MISCELLANEOUS TB TOWEL BAR DR DTA DOVETAIL ANCHOR MO MLD MASONRY OPENING MOLDING, MOULDING TR T TRANSOM TREAD DTA DOVETAIL ANCHOR SLOT MR MOP RECEP 0 TRNB TURNBUCKLE DS DOWNSPOUT MT MOUNT (ED), ING) TYP TYPICAL MOV MOVABLE DT DRAIN TILE MULL MULLION UC UNDERCUT DWR DRAWER UNF UNFINISHED DWG OF DF DRAWING DRINKING FOUNTAIN NL NAILABLE UNO UNLESS NOTED OTHERWISE . DW NAT NI NATURAL NICKEL UR UTL URINAL UTILITY DBW DUMBWAITER NR NOISE REDUCTION EA EACH NOM N NOMINAL NORTH Vi VB V -JOINT VAPOR BARRIER FACE NIC NOT IN CONTRACT VAR VARNISH EW ESMNT EACH WAY EASEMENT NTS NO NOT TO SCALE NUMBER V VERT VENEER VERTICAL. VG VERTICAL GRAIN ELAS ELEC ELASTIC ELECTRIC, (AL) OC OP ON CENTER, (S) OPAQUE VIN VB VINYL' VINYL BASE EP ELECTRICAL PANELBOARD OPG OPENING VCT VINYL COMPOSITI ON TILE EWC EL ELECTRIC W TER COOLER ELEVATION VERTICAL HEIGHT OPH OPPOSITE HAND VF VINYL FABRIC ELE ELEVATION VIEW ) ORN OD ORNAMENTAL OUTSIDE DIAMETER VT VICP VINYL TILE VITREOUS CLAY PIPE ELEV ELEVATOR OA OVERALL VICT VITREOUS CLAY TILE EMER ENC EMERGENCY ENCLOSE, (URE) OH OVERHEAD WSCT WAINSCOT PNT PAINT, (�D) WH WALL HUNG EQP EQUIPMENT PNL PANEL, 11 IN ) WC WATER CLOSET ESC ESCALATOR PB PANIC B SHTR WATER HEATER EST ESTIMATE PTD PAPER TOWEL DISPENSER WP WATERPROOFING EXH EXHAUST PTR PAPER TOWEL RECEPTOR WR WATER ESISTANT EXH EXMP EXISTING EXPANDED METAL. PLATE PAR PRPT PARALLEL PARAPET WS WST WATERSTOP WEATHERSTRIP, ((INC)) EG EXPANSION BOLT PK PARKING WWF WELDED WIRE FABRIC EJT EXPANSION JOINT PBD PARTICLE BOARD W WEST EXP EXT EXPOSED EXTERIOR PTN PV (ING) PARTITAVEkI PAVE N�, WHS WIN WHEEL STOP WIDTH WIDE FOC FACE OF CONCRETE PVMT PERFO WIN WIRED FOF FACE OF FINISH PERF PERFORATE, (ED) WG WIRED GLASS FOM FACE OF MASONRY PER PERIMETER WM WIRE MESH FOS FACE OF STUDS PTR PLANTER WO WITHOUT FAS FASTEN, FASTENER PLTG PLANTING WD WOOD WI WROUGHT IRON north elevation scale = 1/4,12 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 19. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, SOUND EQUIPMENT, PLUMBING VALVES, AND ROOF TOP EQUIPMENT. PLASTIC INCLUDING THOSE FURNISHED BY SUBCONTRACTORS AND OWNER. CONTRACTOR SHALL ACCEPT PREMISES AS FOUND. OWNER ASSUMES NO RESPONSIBILITY FOR PHENOLIC ENGRAVED PLAT SCREWED ON. THE CONDITION OF THE EXISTING SITE OR EXISTING STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. 20. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED, THE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT AND OWNER 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS; DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED IF ANY ANY SUCH DISCREPANCIES PRIOR TO COMMENCING WORK. DISCREPANCY OCCURS PRIOR TO CONTINUING WITH WORK. 21. ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS OF LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION. 3. ALL PLAN DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE INDICATED. BATT INSULATION 4 22. THE ARCHITECT AND/OR OWNER WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE OWNER 22. 4. ALL CONSSHALL COMPLY WITH THE APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. THE CONTRACTORS MUST COMPLY WITH THE ARCHITECT'S APPROVAL OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. CONTRACTOR REGISTRATION 23. DECORATIVE MATERIALS, WALL HANGINGS, ETC., SHALL BE NON- FLAMMABLE OR FLAMEPROOF PER STATE FIRE MARSHALL REQUIREMENTS. 5. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS HE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE UONCREIE FOR CORRECTING ANY ERRORS AFTER THE START OF CONSTRUCTION WHICH HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE MEANS OF 24. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORM TO THE BUILDING CODEi AND LOCAL GOVERNING BUILDING CODES/ORDINANCES. CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT AND OWNER. 25. GYPSUM WALLBOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING CODES/ORDINANCES. 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. 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 RIGID INSULATION TENANT OCCUPANCY. THE CONTRACTOR AND SUBCONTRACTORS ARE EXPECTED TO VISIT THE PROJECT SITE PRIOR TO CONSTRUCTION AND NOTIFY THE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM ARCHITECT- PRIOR TO CONSTRUCTION - OF ANY DISCREPANCIES WITHIN THE DRAWINGS OR POSSIBLE CONFLICTS WHICH AFFECT THE PROGRESS OF THIS DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN PROJECT. CONJUNCTION WITH THE PROSECUTION OF THE WORK. 27. PIPES AND DUCTS EXCEEDING ONE 'THIRD `THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY 8, THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND COORDINATE LOCATION OF FLOOR SINKS, FLOOR DRAINS, SLOPES/SLAB DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING STUB OUTS, AND ALL OTHER WORK UNDER THIS SCOPE OF RESPONSIBILITY RELATED TO THIS I EQUIPMENT REFERENCES. .EQUIPMENT. REFER TO DRAWINGS PREPARED BY FOOD SERVICE EQUIPMENT CONSULTANT FOR ALL FOOD SERVICEQ 28. PROVIDE RODENT PROOF WEATHER-STRIPPING AT THE BOTTOM OF ALL EXTERIOR DOORS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND UNTIL JOB IS COMPLETED. 29, ALL MATERIAL REMOVED BY DEMOLITION ARE TO BE DISPOSED OF BY THE GENERAL CONTRACTOR OFF THE PROJECT SITE IN ACCORDANCE WITH LOCAL RESTRICTIONS. 10. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. 30. GENERAL CONTRACTOR TO SUPPLY AND INSTALL LAMPS IN ALL LIGHT FIXTURES. 11. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 31. COORDINATE ALL ROOF PENETRATIONS WITH BUILDING OWNER AND ALL TRADES PRIOR TO COMMENCEMENT OF WORK. 12. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED, 32• GENERAL CONTRACTOR IS TO ASSURE THAT NO REBAR OR REINFORCEMENT IS PRESENT PRIOR TO CORE DRILLING OR PLACING BOLTS OR ANY OTHER ITEM 13. CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME WHICH COULD DISTURB THE STRUCTURAL SLAB. INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDUMS AND OIANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE KEPT UNDER THE CARE OF THE JOB SUPERINTENDENT. 33. THE WRITTEN SCALES SUCH AS 1/4"40" APPLY ONLY TO UNREDUCED DRAWINGS. WHEN DRAWINGS ARE REDUCED, ONLY THE GRAPHIC SCALE APPLIES. DO NOT SCALE THESE DRAWINGS. 14. NOT USED 34. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. 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 35. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE OF THE WORK UNDER THIS CONTRACT. WITH THE PROJECT SPECIFICATIONS. 16. CONTRACTOR SHALL REFER AND CONFORM TO ALL RECOMMENDATIONS AND FINDINGS AS SET FORTH IN SOILS GEOLOGICAL REPORT. THE OWNER AND/OR 36. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE FINDINGS OR FOR THE FINAL RECOMMENDATIONS. GRADING, TRENCHING, ETC., CONTACT OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. 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 37. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. DEPRESSIONS, WALL BLOCKING AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK, ITS 17, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE T0 INSURE THE SAFETY OF THE BUILDING AND 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 COMPONENT PARTS DURING ERECTION. 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 18. GENERAL CONTRACTOR TO REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS. ALL ITEMS NOT PROJECT. MARKED AS "OWNER SUPPLIED" ARE TO BE SUPPLIED BY THE .GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. GENE11 RAL NOTES 1 11 EARTH P.. ,S �S - PLYWOOD ELEVATION KEY OR SECTION KEY SHEET NUMBER SAND OR GRAVEL FILL INSULATING SHEATHING WOOD STUD PARTITION BATT INSULATION DETAIL NUMBER OR SECTION KEY 3_2X4 WOOD POST OR 2-2X6 SHEET NUMBER UNLESS OTHERWISE NOTED RIGID INSULATION BRICK C41 WATER CLOSET ANGLE CONCRETE BLOCK CENTERLINE CONCRETE ' �' °• TUB/SHOWER CHB HOSE BIBB (FREEZE PROOF) STONE �- GAS LINE STUB STEEL LAVATORY d PENNY DIMENSIONAL LUMBER a ❑ DOUBLE SINK PERPENDICULAR R PLATE O BLOCKING SINGLE SINK 0 ROUND OR DIAMETER FINISH GRADE WOOD DIMENSIONS DIMENSIONS ARE TAKEN FROM FACE OF STUD TO FACE OF STUD, UNLESS OTHERWISE NOTED. VARIES I F DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. V w 7 © copyright 2016, Zachary miller designer hereby expressly reserves his copright and other ,property rights in these plans. these plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express written permission and consent of zachary miller nor are they to assigned to any party without first obtaining said written permission and consent. SHEET INDEX index INDEX, ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES, SITE PLAN C1 SITE PLAN 2.1 PLANS AND DETAILS 4.1 ELEVATIONS AND DETAILS f RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SYMBOLS 1 HR. FIRE RATED WALL CC14CRETE BLOCK WALL DETAIL NUMBER 2 X FRAME WALL 1 DETAIL KEY Y_�.. _ .. _:�..:.Y.,.) ROOM NAME ROOM TAG 4 R X x 2 X FRAME WALL �� SHEET NUMBER WITH INSULATION X -X 0 CLG VIEW ORIENTATION VIEW ORIENTATION 2 X BEARING WALL W/ STUDS 0 16" O.C. DETAIL NUMBER BUILDING DETAIL NUMBER 4 SECTION KEY ELEVATION KEY SHEET NUMBER q SHEET NUMBER MATERIALS FF1 UP, MEARTH � FINISH WOW �i i� ACOUSTIC TILE / IMP BOARD SAND / MORTAR OWOOD RAMING FGH PLASI R ( MEMBER) BATT INSULATION 4 CONCRETE D ItDNMEMBER) MASONRY (INTEERRUPOO UONCREIE /VENEER - - - - - j CRN U PLYWOOD OM (ITJDOUBLE ONES AT SMALL SCALE) ® METAL RIGID INSULATION SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL - CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER Aa REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Ca ° OCT 0, zU10 'utic I t, . BY � #16-1203 WILD"" SANFOR-0 a i Aff V, 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 REV, PERMIT SET 9-30-16 SHEET TITLE SHEET INDEX I O w LSA U Cr Q co rQ `� J I 8T -1I ,S'TREE T i EXISTING APRON TO BE J \ REMOVED AND THE EXISTING CURB PROFILE CONTINUED 551^�u 231_61 241_011 177.00 c. 0 9'-0"'ALIGN WITH ADJACENT (W.) HOME A d� `> <2� _ O >' F �JILDING' 1;`E_7 A � E C Ltd EXIST. GRADING CK © copyright 2016, zachary miller designer hereby expressly reserves his copright and other grpperty rights in these lans, these plans anid Prawings are not to be reprc whatsoever without firstobtaining the express written permsion and consent of zachary miller nor are they to assigned to any party wi mi NEW APRON TO BE BUILT TO CITY STANDARDS • • Q H M E LOCATION T1 E FRONT OF' THE NOME SHALL ALIGN WITH ADJACENT HOME ON T1 E MAGNOLIA SIDE Q) LEGA L DESCRIPTION IALLOTS 6$ /N35FTOFLO"r8BLK10TR2TOWNOF S NFORD PB I PG 5q PRCEL ID 2 Iq-30-5AG-1002-0060 PORTANT NOTE: T IS PROPOSED SITE PLAN IS NOT AN ACTUAL SURVEY OF SAID PROPERTY: MILLER CONSTRUCTION SERVICES ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SAID INFORMATION. ` THE OWNER AND/OR PROFESSIONAL LAND SURVEYOR SHALL VERIFY SITE DIMENSIONS AND CONDITIONS, PLACEMENT OF THE STRUCTURE, AND ANY OTHER RESTRICTIONS OR LIMITATIONS BEFORE DlNo CONSTRUCTION BEGINS, Smite Plan#" LJ V SCALE' III n, o" 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 PERMIT SET 4-5-16 SHEET w U Cr co O � U O v Q m Q H M E LOCATION T1 E FRONT OF' THE NOME SHALL ALIGN WITH ADJACENT HOME ON T1 E MAGNOLIA SIDE Q) LEGA L DESCRIPTION IALLOTS 6$ /N35FTOFLO"r8BLK10TR2TOWNOF S NFORD PB I PG 5q PRCEL ID 2 Iq-30-5AG-1002-0060 PORTANT NOTE: T IS PROPOSED SITE PLAN IS NOT AN ACTUAL SURVEY OF SAID PROPERTY: MILLER CONSTRUCTION SERVICES ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SAID INFORMATION. ` THE OWNER AND/OR PROFESSIONAL LAND SURVEYOR SHALL VERIFY SITE DIMENSIONS AND CONDITIONS, PLACEMENT OF THE STRUCTURE, AND ANY OTHER RESTRICTIONS OR LIMITATIONS BEFORE DlNo CONSTRUCTION BEGINS, Smite Plan#" LJ V SCALE' III n, o" 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 PERMIT SET 4-5-16 SHEET ELECTRICAL KEY � --------------- ---------------- # 5 DOWEL [NOTE—ELECSYNI I ■ ■ ■ ■ SINGLE POLE OUTLET 8' X8' X16' CONC. BLOCK I EXTERIOR FINISH —� " CONC. SLAB � DUPLEX CONVENIENCE OUTLET I ■ WI 6X6 10/10 W.W.M. �U DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET I CI .� 4 '' 8 •I aGFI GROUND -FAULT CIRCUIT -INTERRUPTER GRADE -} , s.. < --'i` DUPLEX OUTLET I — — ---------------- ', 4 � `f%f-,�; HALF -SWITCHED DUPLEX OUTLETIF1L[Q4T- ABV. PULL CHAIN i ■ I/ ® SPECIAL PURPOSE OUTLET/JUNCTION BOX -1 ME COMPACTED HOU COMPACTED FILL / I �\ SE TERMITE TREATED :a DUPLEX OUTLET IN FLOOR I `, _ V \ SWITCH 1 & 220V 220 VOLT OUTLET MOISTURE BARRIER . 2 # 5 BARS CONT. ® OVERHEAD DUPLEX I ■ 16" �- WALL SWITCH 3 THREE-WAY SWITCH I TYPICAL EXTERIOR FOOTING -4 FOUR-WAY SWITCH I GFI q\ SINGLE STORY, BLOCK WALL F R RHEOSTAT SWITCH i-------- MONOLITHIC FOUNDATION DN DIMMER swITCH REINFORCED JUNCTION BOX I GFI 1 I I (= 3/4" = 1'-0" -CEILING MOUNTED INCANDESCENT STANDING SEAM METAL ROOF LIGHT FIXTURE I ■ _ _ _ _ _ _ OVER PEEL_ AND STICK LIGHT FIXTURE WIRED TO GENERATOR I �� -I — i� ■ I I UNDERLAYMENT ON OSB. OVER T I I F��SEB� SEE PLAN12I I \ el K> WALL MOUNTED INCANDESCENT HETA16 HURRICANE ! / (TYK) SE LIGHT FIXTURE I CONNECTOR PER PLAt I-. j RECESSED INCANDESCENT LIGHT FIXTURE ENGINEER RECESSED ADJUSTABLE EYEBALL 0 r SEE ELEVATION INCANDESCENT LIGHT FIXTURE I I I I /• 4%, WITS PULL GN LIGHT FIXTURE C 5/8 IN GYP. BOARD AT CEILING EXPOSED TONGUE -} 8X8Xl6 C.M.U. KNOCK -OUT BLOCK i� EXIT SIGHT GROOVE WD. DECKING t REINF. W/I-#5 CONT. EMERGENCY LIGHT i � ■N IN 11 R 1 ■ / AT SELECT OVERHANGS I - - - - SEE ELEVATION Q i -SEE ELEVATION - -90FLUORESCENT LIGHT FIXTURE L - — — — — —�- ----------------- �-------- � 2X BLOCKING WITH (2) I" I W� UNDER COUNTER LIGHTING - LED SCREEN BACKED VENT HOLESAT EA. BLOCKING - LOCATION I' TRACK DIGHT SHOULD ALLOW FOR STUCCO STOP ' Q EXHAUST FAN (VENT TO EXTERIOR) EXHAUST- FAN/LIGHT COMBINATION • � I. _ SIDING OVER PT IX FRAMING (VENT TO EXTERIOR) j- ply electrical plan AP�--da EXHAUST FAN WITH HEAT LAMP T 24" O.C.O,C. ON GMU I. (VENT TO EXTERIOR) scale = 1/4:12 cH CHIMES ❑N INTERCOM - A — � a"xa"xl6" CONCRETE ❑ AUDIO SWITCH BLOCK WALL ® CENTRAL VACCUN SYSTEM Ilov FEED �PB PUSHBUTTON SWITCH , f I IL: I l wl so SMOKE DETECTOR z j HD HEAT DETECTOR LO< co CO2 DETECTOR THERN05TAT GRADE I I ; 0'-0" FIN. FLR. Q SPEAKER An .- SPEAKERS FOR SURROUND SOUND _ 77 I�l�lll `Ill=1l 1!I1;°.I °• ' a . �..� °4.,f .li 14 TELEPHONE I I I [—� I ( TI_I i i li ' , I =� , , 4 CONCRETE SLAB W/ 6X6 II,;_;til•,•--rIIL:.r.,T,.,...rll1:.,.111„-,, b I Y a '° 10/10 W.W.M. (W/ FIBERNESN H COMPUTER (CAT -6) OPTION) ON 6 NIL VAPOR FTVI TELEVISION ' BARRIER OVER WELL :” COMPACTED TERMITE TREATED S GAS CONNECTION W/ SHUT-OFF VALVE • ••� FILL. rD ELECTRIC METER SEE FOUNDATION ELECTRIC PANEL PLAN FOR FOOTING DETAILS CEILING FAN (PROVIDE ADEQUATE SUPPORT) TYP. WALL SECTION CEILING FAN WITH INCANDESCENT scALE:3iq" = 041LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL NOTES: I. PROVIDE $ INSTALL.. LOCALLY CERTIFIED SMOKE DETECTORS AS REQ'D BY NAT'L FIRE PROTECTION ASS. (NFPA) $ MEETING THE REQUIREMENTS OF ALL GOVERNING CODES 2. PROVIDE $ INSTALL GROUND FAULT CIRCUIT --INTERRUPTERS (GFI) $ TAMPER PROOF RECEPTICLES AS REQ'D BY NAT'L ELECTRIC CODE (NEC) $ MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 3. ELEC, CONTRACTOR TO PROVIDE REQUIRED DIRECT NOOK-UPS/CUTOFFS. 4. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS, 5. ALL ELEC. 4 MECH. EQUPNENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. 6. ELEC. CONTRACTOR TO INSTALL ARC FAULT AND TAMPERPROOF RECEPTACLES PER 2011NEC RANI @ 24 .C• ( P.) 8 Kell A34 (TYPI ) 2x80 TIC FRA ING " O.C. TYP) roof plan scale = 1/4:12 Q copyright 2016, zachary miller designer hereby expressly reserves his copright and other property rights in these plans. these plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express written permission and consent of zachary miller nor are they to assigned to any party without first obtaining said written permission and consent. co 1 N STRUCTURAL NOTES ■ ■ UNLESS OTHERWISE NOTED, ALL WOOD WOOD _... . ............ _ - CONNECTORS ARE TO BE SIMPSON STRONG -TIE r ----------------------------------- -------------------I MTS12 WITH 14-10dx1 1/2 FASTENERS ■ UNLESS OTHERWISE NOTED, ALL WOOD M ASONRY CONNECTORS ARE TO BE -S1 PSON STRONG -TIE HETA20 WITH 16-10dxl - I 0"FASIENERS I GENERAL NOTES I 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 4" CONIC. SLAB W/ 64 WIA x W1.4 I AGREEMENT OR OTHERWISE IN CONNECTION WITH WWF (OR FIBERNESH) ON 6 MIL I CONSULTANTS SERVICES. VAPOR BARRIER ON CLEAN WELL I - CLIENT AND CONSULTANT EACH AGREE TO COMPACTED TERMITE TREATED FILL. I INDEMNIFY AND HOLD OTHER HARMLESS AND THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL .CLAIMS LOSSES I DAMAGES AND EXPENSES INCLUDING REASONABLE ATTORNEY'S FEES TO THE EXTENT SUCH CLAIMS ■ LOSSES DAMAGESOR EXPENSES ARE CAUSED BY ■ THE INDEMNIFYING PARTY'S NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. I I i --------------------------------------- -_-_.... _..... ....._.___ __.--__ foundation plan scale = 1/4:12 I --------------------------------------I I I = I I 068 I I _ I F22x48 PULF 'I I PONN ATTIC I _ L ACCESS 1J I � I I _ I I � I - I Car G rage CONCR E I -� 9'-4" G. 1 I i N 16'-0"X8'-0" OVER HADS it � I I i I I / I = I I I I I --------------------- — — — - Permit Set 121-011 121-011 DESIGN STATEMENT 24'-0" his structure has been designed to comply wit FLORIDA BUILDING CODE 5th EDITION (2014) TOTAL SQFT - 640 floor pian The Design Parameters are: Vult 140mph scale = 1/4:12 Vasd I08mph 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 and sleeping areas 30 All other areas 40 Roof Live Load 10 Components f Cladding -SIFT TABLE ON INDEX ZINC; NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 nF_PA t���G' PE #041509 CERTIFICATE AUTHORITY #00009855 DATE N01' VAUD WITHOUT RAISED SEAL. AND NOJED 131. INK 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 REV. PERMIT SET 9-30-16 SHEET TITLE SHEET Floor Plan A2.1 MAXIMUM SPACING OF FILLED CELLS UNGROUTED CELLS THAT CAN RESIST A 100 M.P.H. LOAD WIND (ASCE. 7-88 FIG. 3 = 15' - 20' HOT. = 22.3#) MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS IS 25 P.S.I. - A.C.I. 531 TABLE 10.1 SECTION PROPERTIES 8" PARTIALLY GROUTED WALL = 95.43" (MASONARY STRUCTURES A.C.I.) M = WI /8, S = M/In, 22,31 * X * 12 / 8 * 25 = 95.43" X = 8.45" USE 8'-0" HORIZ. SPACING - 9'-4" CEILING MAX. USE 6'-0" HORIZ. SPACING - 10'-0" TO 12'-8" CEILING MAX. USE 6'-0" HORIZ. SPACING - 12'-8" TO 18' CEILING MAX. & ADD LINTEL W/ (1) #5 CONT. @ 9'-4" HGT. (+/- 8") 8' CMU WALL 5/8" THICK CEMENT PLASTER STUCCO PRE -CAST CONIC. LINTEL P.T, 2X8 WOOD JAMB ANCHOR ' TO BLOCK W/ 1'7 X 8' I.G. A.B. , 0 TOP, BOTL, 0 24' O.C. CORNER BEAD P.T. 1x2 TRIM VINYL MOLDING W/ INTEGRAL GASKET STUCCO FINISH BEYOND SECTIONAL GARAGE DOOR TRACK SECTIONAL GARAGE DOOR SECTIONAL GARAGE DOOR TRACK P.T. 1x2 TRIM P.T. 2X6 WOOD JAMB ANCHOR TO BLOCK W/ T'4 X 8' LG. A.B. 0 TOP, BOTT., 0 24" O.C. I }5 VERT. GROUTED CMU CELLS PER PLAN 5/8' THICK CEMENT PLASTER STUCCO CORNER BEAD CORROSION RESISTANT 'J' SCREED VINYL MOLDING W/ INTEGRAL GASKET GARAGE FLOOR SLAB DOOR BEYON SECTIC DDDR GASKE 1/2' E JOINT DRIVEI SEE I OMP( STUCC BEYON GENERAL NOTES 2500 PSI CONC. FILL NOTES: (CONCRETE PLACED IN FIELD) 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2) CONCRET9s 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS t 16 STIRRUP W/2 1/2 LEG EXTENSION c 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A — PA5T BEND. (TYP) NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. (16) 10d x 1-1/2" 3. HEADER STUD REQUIREMENT -, ' SIMPSON 2 HEADER ' STUDS EACH SIDE) 1'-6" TO 6'-0"— 5' I+ ROOF EDGE 4'--1 (14) 16d, (6) 16d 1550 3 HEADER STUDS EACH SIDE) 6'-0" TO 12'-0" I SIMP80N SIMPSON SIMPSON SIMPSON 4 HEADER STUDS EACH SIDE) 12'-0" TO 18'-0"L_O_____________O `Ic. FIS 443 499 499 443 I 1 7/32" STIRRUPS AT 4'-0" c -c C4 (4) 8d, (4) 8d 2 HEADER STUDS REQ. (1) FULL LENGTH STUD QQ Oi ,'� 1 °• I (TIED OR WELDED) 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS ------------------- ----------- 2200 499 4 HEADER STUDS REQ. (2) FULL LENGTH STUDS 4 i O RIDGE <�Qi 2.3 PRESTRESS STRANDS A5TN A416 7 -WIRE (16) 1 O 1260 413 t 7036 4. BEARING WALL NAIL PATTERN. 1. PLYWOOD: USE 8D NAILS @ 12" 0/C --02----� - 02 - 4' 2832 3680 (FIELD) �P�'--4W -1- �O 1 3) MASONRY: OR O.S.B. (EDGE) USE 8D NAILS @ 6 0 C ; -Q-- 4422 5264 3.1 DESIGN Ali!) CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MIN. 2. GYPSUM: (FIELD) USE 5D NAILS @ 10" 0/C 2 3 O 3 2 O 1762 62" (EDGE) USE 5D NAILS @ 7" 0/C 5' 3.2 MINIMUM MA5ONRY UNIT STRENGTH: Vm 1250 PSI. 5, ROOF NAILING PATTERN: PLYWD OR OSB 1660 3.3 MORTAR SHALL BE TYPE S, 1 ZONE 1 - USE 8D RING SHANK COMMON NAILS @ 12" O/C ZONE CHART 4) STRUCTURAL: 2. NIN. BEARING REQUIRED AT EA. END — 4 " 2 ZONE 2 - USE 8D RING SHANK COMMON NAILS @ 6" 0/C TYPICAL LINTEL SECTION (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FBC 3 ZONE 3 - USE 8D RING SHANK COMMON NAILS @ 4" 0/C IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWING5 BEFORE 6• 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" 0/C 4648 7. SENCO 2 1/4" X .131 & PASELODE 2 1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU 1437 OF 8D COMMON NAILS. NAILED @ 5" O.C. EDGES & @ 10" O.C. FIELD 3293 3920 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF @ 24" O.C. UP TO 14'-0" HGT. 5'—l0" (70") INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF @ 16" O.C. UNLESS 1272* 1357 OTHERWISE NOTED. 3084 3665 MAXIMUM SPACING OF FILLED CELLS UNGROUTED CELLS THAT CAN RESIST A 100 M.P.H. LOAD WIND (ASCE. 7-88 FIG. 3 = 15' - 20' HOT. = 22.3#) MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS IS 25 P.S.I. - A.C.I. 531 TABLE 10.1 SECTION PROPERTIES 8" PARTIALLY GROUTED WALL = 95.43" (MASONARY STRUCTURES A.C.I.) M = WI /8, S = M/In, 22,31 * X * 12 / 8 * 25 = 95.43" X = 8.45" USE 8'-0" HORIZ. SPACING - 9'-4" CEILING MAX. USE 6'-0" HORIZ. SPACING - 10'-0" TO 12'-8" CEILING MAX. USE 6'-0" HORIZ. SPACING - 12'-8" TO 18' CEILING MAX. & ADD LINTEL W/ (1) #5 CONT. @ 9'-4" HGT. (+/- 8") 8' CMU WALL 5/8" THICK CEMENT PLASTER STUCCO PRE -CAST CONIC. LINTEL P.T, 2X8 WOOD JAMB ANCHOR ' TO BLOCK W/ 1'7 X 8' I.G. A.B. , 0 TOP, BOTL, 0 24' O.C. CORNER BEAD P.T. 1x2 TRIM VINYL MOLDING W/ INTEGRAL GASKET STUCCO FINISH BEYOND SECTIONAL GARAGE DOOR TRACK SECTIONAL GARAGE DOOR SECTIONAL GARAGE DOOR TRACK P.T. 1x2 TRIM P.T. 2X6 WOOD JAMB ANCHOR TO BLOCK W/ T'4 X 8' LG. A.B. 0 TOP, BOTT., 0 24" O.C. I }5 VERT. GROUTED CMU CELLS PER PLAN 5/8' THICK CEMENT PLASTER STUCCO CORNER BEAD CORROSION RESISTANT 'J' SCREED VINYL MOLDING W/ INTEGRAL GASKET GARAGE FLOOR SLAB DOOR BEYON SECTIC DDDR GASKE 1/2' E JOINT DRIVEI SEE I OMP( STUCC BEYON GENERAL NOTES 2500 PSI CONC. FILL 1) CODES: (CONCRETE PLACED IN FIELD) 1,1 FLORIDA BUILDING CODE COMPLIANCE 413 2) CONCRET9s 51, _ STD 180' HOOK @ EACH END OF 1 2.1 CONCRE-TE COMPRESSIVE 5rRENGTH AT 28 DAYS: t 16 STIRRUP W/2 1/2 LEG EXTENSION c 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI 469 — PA5T BEND. (TYP) 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI (16) 10d x 1-1/2" r;l 469 -, ' SIMPSON 2.1.3, CONCRETE FILL (PLACED IN FIELD) - 2500 PSI (14) 16d, (6) 16d 1550 499 I SIMP80N SIMPSON SIMPSON SIMPSON 2.2 REINFORCING BARS: `Ic. FIS 443 499 499 443 I 1 7/32" STIRRUPS AT 4'-0" c -c 2.2.1• STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60). (4) 8d, (4) 8d 455 499 1 °• I (TIED OR WELDED) 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). (1) 5/8" AB, (12) 16d, (2) 1/2" 2200 499 (NER) SIMPSON 2.3 PRESTRESS STRANDS A5TN A416 7 -WIRE (16) 1 O 1260 413 ---- 7036 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315, jr jr 1878 1989 2832 3680 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 1, 41" 1 3) MASONRY: 1925 2750 3583 4422 5264 3.1 DESIGN Ali!) CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MIN. 4-6" (54) MIN. MASONRY A55OCIATION AND ACI 530. 1762 62" 4010 4767 3.2 MINIMUM MA5ONRY UNIT STRENGTH: Vm 1250 PSI. NOTES: 727 1660 3.3 MORTAR SHALL BE TYPE S, I. MINIMUM COVERAGE OF 5TEEL — 1,5" 4) STRUCTURAL: 2. NIN. BEARING REQUIRED AT EA. END — 4 " 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" TYPICAL LINTEL SECTION (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FBC PRECAST CONCRETE NOTE: IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWING5 BEFORE 2110 2741 CONSTRUCTION BEGINS. DANSCO ENGINEERING P.A. 15 RESPONSIBLE FOR THE 4648 STRUCTURAL INTEGRITY OF THI5 PROJECT ONLY. ANY D15CREPANCY BETWEEN I I 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. HURRICANE BRAND SIMPSON TIE INTERCHANGABILITY MODEL MTS12 SCHEDULE FASTENERS (14) 1 O UPLIFT 1000 COMPLIANCE 413 (NER) SIMPSON META16 (12) 1 O 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) SIMP80N SIMPSON SIMPSON SIMPSON LSTA12 sPt SP4 LSTA36 (10) 1 O (6) 10d, (4) 10d (6) 10d x 1-1/2" (26) 10d 755 585 735 1715 443 499 499 443 (NER) (NER) (NER) (NER) SIMPSON H5 (4) 8d, (4) 8d 455 499 (NER) SIMPSON ABU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2200 499 (NER) SIMPSON HTS16 (16) 1 O 1260 413 (NER) SIMPSON L50 (6) 1 O 420 443 (NER) USP AC5 (6) 1 O 425 3613 (ICBG) SIMPSON A34 (8) 8d x 1-1/2" 365 413 (NER) SIMPSON HTS20 (20) 1 O 1450 * (NER) SIMPSON SP2 (6) 1Od, (6) 10d 890 499 (NER) SIMPSON H4 (4) 8d, (4) 8d 360 499 (NER) NOTE:: NAIL VALUES: 81`8 1) USE (1) MTS12 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME.WALL 8F12 -2T 81`16-2T 8F20 -2T OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) FOR WOOD CONSTRUCTION FROM 2) USE (1) META 20 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL 2'-10" (34") PRECAST CONNECTION (U.N.O.) LATERAL LOAD DESIGN VALUES" 3) USE HUS26 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) NAIL 9055 4) USE (3) 16d OR (3) .131 x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK 8d 103# TO HIP GIRDER. (T&B) 10d 125# 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000LB DOWNLOAD) 16d 149# (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) 2165 2289 (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) 5219 6204 7192 * — COMPLIANCE REPORT PENDING 1257 2165 I,.. , , , . ... .1 Garage Door Buck Dt STANDING SEAM METAL ROOF OVER FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS SHOP DRAWINGS, CONTRACTORS BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWING NU5T BE BROUGHT ATTENTION OF L)AN5G0 ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF CON5TRUCTION. 2X6 PINE COLLAR TIE AT TOP A OF FRAING 2X10 PINE RIDGE BEAM 12 4 2X8 PINE FRAMING @ 24" O.C. 2X10 PINE iFRANING MASONRY BEARING @ 24" O.C, - CEILING MASONRY JOIST REARING 4:12 CONY. FRAME DETAIL SCALE!/211 =1'-011 (FILE: DWG) J" PLYWD.OVER 2X8 PINE FRAMING 8 INCH LINTEL SCHEDULE MARK PRE -CAST UPLIFT LATERAL LENGTH TYPE 8F8 -1T 81`12-1T 8F16 -1T 8F20 -1T BF24-1T 8F28 -1T 8F32 -1T gU8 81`8 8F8 -2T 8F12 -2T 81`16-2T 8F20 -2T 8F24 -2T 8F28 -2T 8F32 -2T Q 2'-10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 (D 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 Q 4-6" (54) PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 O 5'-4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 FPRECAST 5'—l0" (70") 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-6" (78") PRECAST707 1141* 1200 1733 2250 2769 3290 3812 887 1141 1182 1684 2192 2703 3216 3732 7'-6" (90") PRECAST591 959* 912 1475 1914 2354 2797 3240 657 990 1029 1466 1907 2351 2797 3245 9'-4" (112") PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1 1910 2271 2634 JPRECAST 10'-6" (126") 716* 498 793 1027 1261 1496 1731. 396 493 716 611 1039 1389 1711 2034. 2358 K 11'-4 (136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 13'-4" (160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 (D 14'-0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629• 922 1254 1567 1816 Q 14'-8" (176") PRESTRESSED 243 295 459 — 591 724 857 990 NR 357 243 352 582 852 1156 1491 1742 15'-4" (184") PRESTRESSED 228 278 430 553 677 801 925 NR 327 228 329 542 791 1072 1381 1676 Q 1'7'-4" (208") PRESTRESSED 188 236 361 464 567 670 774 NR 255 188 276 449 649 874 1121 1389 * REDUCE VALUE BY 25% FOR FOR GRADE 40 FIELD REBAR. — ALL LINTELS TO ARE BE 8F16-1.T/1B south elevation scale = 1/4:12 STANDING SEAM METAL ROOF OVER STANDING SEAM METAL ROOF OVER EEL AND N ERLAYMENITKON Permit Set I OSB. OVER P.E. TRUSSES DESIGN STATEMENT _4u rstructure has been designed to comply wit RG. NGT. ILDING CODE 5th EDITION (2014) XPOSED The Design Parameters are: :AFTER TAIL Vult 140mph Vasd 108mph Risk Category 11 Exposure C GCpI k/- 0.18 Floor Live Load (psf) .EMENT000S Uninhabitable attics without storage 10 AP SIDING Uninhabitable attics Lu/ limited storage 20 )VER FRAME Habitable attics and sleeping areas 30 All other areas 40 Roof Live Load 10 _011 Components f Cladding -SIS TABLE ON IND 1. fir. NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED Eeast e I evat i o n BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W scale — 1/4:12 (SAlhG{�DORANGE CITY, FL 32763 PE #041509 ���AFz1MG CERTIFICATE AUTHORITY #00009855 DATE , r NOT VAUD WITHOUT RAISED SEAL AND SIGNED BLUBINK north elevation scale = 1/4:12 copyright 2016, zachary miller designer hereby expressly reserves his copright and other ,property rights in these plans. these plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express written permission and consent of zachary miller nor are they to assigned to any party without first obtaining said written permission and consent. STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MTS12 WITH 14-10dxl 1/2"FASTENERS — UNLESS OTHERWISE NOTED, ALL WOOD MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dxl j/2"FASTENERS GENERAL NOTES - THE STANDARD CARE FOR.ALL PROFESSIONAL SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WILL BE THE SKILL AND CARE USED BY MEMBERS OF THE CONSULTANTS PROFESSION PRACTICING UNDER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND IN THE SAME LOCALITY. CONSULTANT MAKES NO WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS AGREEMENT OR OTHERWISE IN CONNECTION WITH CONSULTANTS SERVICES. - CLIENT AND CONSULTANT EACH AGREE TO INDEMNIFY AND HOLD OTHER HARMLESS AND THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE ATTORNEY'S FEES TO THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING PARTY'S NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED By 'THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE, DESIGN % BUILD miller constuction services FL reg, CBC1251569 8241 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER r, I. 1,-,+ CI lyll IUU111ly FL reg. PE041509 1.060 e. industrial Suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet REV. PERMIT SET 9-30-16 ls,,� SHEET TITLESHEET Elevatlons A4.1 STANDING SEAM METAL ROOF OVER PEEL AND STICK —UNDERLAYMENT ON " OSB. OVER P.E. TRUSSES -I' —411 BRG. I IG"F. EXPOSED RAFTER TAIL CEMENTUOUS LAP SIDING ._...- - - _..........._........_. -__... --- OVER FRAME 01-0117. - in west elevation scale =,1/4:12 STANDING SEAM METAL ROOF OVER EEL AND N ERLAYMENITKON Permit Set I OSB. OVER P.E. TRUSSES DESIGN STATEMENT _4u rstructure has been designed to comply wit RG. NGT. ILDING CODE 5th EDITION (2014) XPOSED The Design Parameters are: :AFTER TAIL Vult 140mph Vasd 108mph Risk Category 11 Exposure C GCpI k/- 0.18 Floor Live Load (psf) .EMENT000S Uninhabitable attics without storage 10 AP SIDING Uninhabitable attics Lu/ limited storage 20 )VER FRAME Habitable attics and sleeping areas 30 All other areas 40 Roof Live Load 10 _011 Components f Cladding -SIS TABLE ON IND 1. fir. NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED Eeast e I evat i o n BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W scale — 1/4:12 (SAlhG{�DORANGE CITY, FL 32763 PE #041509 ���AFz1MG CERTIFICATE AUTHORITY #00009855 DATE , r NOT VAUD WITHOUT RAISED SEAL AND SIGNED BLUBINK north elevation scale = 1/4:12 copyright 2016, zachary miller designer hereby expressly reserves his copright and other ,property rights in these plans. these plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express written permission and consent of zachary miller nor are they to assigned to any party without first obtaining said written permission and consent. STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MTS12 WITH 14-10dxl 1/2"FASTENERS — UNLESS OTHERWISE NOTED, ALL WOOD MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dxl j/2"FASTENERS GENERAL NOTES - THE STANDARD CARE FOR.ALL PROFESSIONAL SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WILL BE THE SKILL AND CARE USED BY MEMBERS OF THE CONSULTANTS PROFESSION PRACTICING UNDER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND IN THE SAME LOCALITY. CONSULTANT MAKES NO WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS AGREEMENT OR OTHERWISE IN CONNECTION WITH CONSULTANTS SERVICES. - CLIENT AND CONSULTANT EACH AGREE TO INDEMNIFY AND HOLD OTHER HARMLESS AND THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE ATTORNEY'S FEES TO THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING PARTY'S NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED By 'THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE, DESIGN % BUILD miller constuction services FL reg, CBC1251569 8241 via bonita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER r, I. 1,-,+ CI lyll IUU111ly FL reg. PE041509 1.060 e. industrial Suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet REV. PERMIT SET 9-30-16 ls,,� SHEET TITLESHEET Elevatlons A4.1 Revisionn/ E E Response to Comments ❑ MAR 0 2 2017 HY Permit Project Address:U //�1� e rt Contact: 'r {•1�T l;l �,��, Ph: tP 7 V6-?- qL l 5.. Email: k:,(, Trades encompassed in revision: 0 -Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water city of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl,gov Submittal Date 7/ y' 1.7 —__I –_' Fax: General description of revision: ROUTING INFORMATION Approvals ❑ Building �..: F 3 - 6 - 1-7 Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention city of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl,gov Submittal Date 7/ y' 1.7 —__I –_' Fax: General description of revision: ROUTING INFORMATION Approvals ❑ Building �..: F 3 - 6 - 1-7 gas plan scale = 1/4:12 ©copyright 2016, zachary miller designer hereby expressly reserves his copright and other .property rights in these plans. these plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express written permission and consent of zachary miller nor are they to assigned to any party without first obtaining said written permission and consent. ELECTRICAL KEY ENOTE_ELECSYMI f 8 SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER IC)`WP WEATHERPROOF DUPLEX OUTLET I�GFI GROUND -FAULT CIRCUIT -INTERRUPTER Q DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET a SPECIAL PURP05E OUTLET/JUNCTION BOX 421: DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX ® WALL SWITCH 3 THREE-WAY SWITCH �-4 FOUR-WAY SWITCH R RHEOSTAT SWITCH DM DIMMER SWITCH Q REINFORCED JUNCTION BOX �s CEILING MOUNTED INCANDESCENT ss LIGHT FIXTURE b LIGHT FIXTURE WIRED TO GENERATOR N WALL MOUNTED INCANDESCENT Q LIGHT FIXTURE VIM RECE55ED INCANDESCENT LIGHT FIXTURE P NJLIGT LFE LL HIXTUR L;;im NNDFDADJUSTABLE ICASCT rPC INCANDE5CENT LIGHT FIXTURE STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MTS12 WITH 14-10dxl 1/2"FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dxl 1/2"FASTENERS GENERAL NOTES. -7THE STANDARD CARE FOR ALL PROFESSIONAL SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WILL BE THE SKILL AND CARE USED BY MEMBERS OF THE CONSULTANTS PROFESSION PRACTICING UNDER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND IN THE SAME LOCALITY. CONSULTANT MAKES NO WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS AGREEMENT OR OTHERWISE IN CONNECTION WITH CONSULTANTS SERVICES. - CLIENT AND CONSULTANT EACH AGREE TO INDEMNIFY AND HOLD OTHER HARMLESS AND THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE ATTORNEY'S FEES TO THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING PARTY'S NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CON CURRENTN EGLI GENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTIONTO ITS NEGLIGENCE. RECORD COPY 2 0 2016 I Permit Set DESIGN STATEMENT (hisstructure has been designed to comply wit ORIDA BUILDING CODE 5th EDITION (2014) The Design Parameters are: vult IAOmph vasd 10Smph Risk Category II Exposure C GCpI +/- 0.15 Floor Live Load (psf) Uninhabitable attics without storage 10 Uninhabitable attics w/ limited storage 20 Habitable attics and sleeping areas 30 All other areas 40 Roof Live. Load 10 Components $ Cladding—SEE TABLE ON INDE) NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #041509 CERTIFICATE AUTHORITY #00009855 DATE NOT VAUD WITHOUT RAISED SEAL. AND SIGNED BLUE INK i . � DESIGN / BUILD. miller constuction .services FL reg. CBC1251569 8241 via bon ita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER molyet engineering FL reg. PE041509 1.060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet PERMIT SET 2-2-16 PERMIT REVISIONS 4-5-16 PERMIT REVISIONS 4-18-16 SHEET TITLE SHEET G. WITH PULL %_rimIKI EXIT LIGHT EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE UNDER COUNTER LIGHTING — LED TRACK LIGHT Q EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) Fol CHIMES QN INTERCOM ❑A AUDIO SWITCH ® CENTRAL VACCUM SYSTEM — 110v FEED 1_0PB PUSHBUTTON SWITCH so SMOKE DETECTOR N� HEAT DETECTOR w CO2 DETECTOR Q THERN05TAT �s SPEAKER ss SPEAKERS FOR SURROUND SOUND b TELEPHONE I" N COMPUTER (CAT -6) Q TELEVISION S GAS CONNECTION W/ SHUT-OFF VALVE P ELECTRIC METER L;;im ELECTRIC PANEL CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MTS12 WITH 14-10dxl 1/2"FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dxl 1/2"FASTENERS GENERAL NOTES. -7THE STANDARD CARE FOR ALL PROFESSIONAL SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WILL BE THE SKILL AND CARE USED BY MEMBERS OF THE CONSULTANTS PROFESSION PRACTICING UNDER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND IN THE SAME LOCALITY. CONSULTANT MAKES NO WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS AGREEMENT OR OTHERWISE IN CONNECTION WITH CONSULTANTS SERVICES. - CLIENT AND CONSULTANT EACH AGREE TO INDEMNIFY AND HOLD OTHER HARMLESS AND THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE ATTORNEY'S FEES TO THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING PARTY'S NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CON CURRENTN EGLI GENT OF THE CLIENT AND CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTIONTO ITS NEGLIGENCE. RECORD COPY 2 0 2016 I Permit Set DESIGN STATEMENT (hisstructure has been designed to comply wit ORIDA BUILDING CODE 5th EDITION (2014) The Design Parameters are: vult IAOmph vasd 10Smph Risk Category II Exposure C GCpI +/- 0.15 Floor Live Load (psf) Uninhabitable attics without storage 10 Uninhabitable attics w/ limited storage 20 Habitable attics and sleeping areas 30 All other areas 40 Roof Live. Load 10 Components $ Cladding—SEE TABLE ON INDE) NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #041509 CERTIFICATE AUTHORITY #00009855 DATE NOT VAUD WITHOUT RAISED SEAL. AND SIGNED BLUE INK i . � DESIGN / BUILD. miller constuction .services FL reg. CBC1251569 8241 via bon ita st. sanford, fl 32771 Phone: 407-792-3955 contact: Zachary Miller ENGINEER molyet engineering FL reg. PE041509 1.060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet PERMIT SET 2-2-16 PERMIT REVISIONS 4-5-16 PERMIT REVISIONS 4-18-16 SHEET TITLE SHEET G. 4 MAXIMUM SPACING OF FILLED CELLS UNGROUTED CELLS THAT CAN RESIST A 100 M.P.H. LOAD WIND (ASCE. 7-88 FIG. 3 = 15' - 20' HGT. = 22.3#) MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS IS 25 P.S.I. - A.C.I. 531 TABLE 10.1 SECTION PROPERTIES 8" PARTIALLY GROUTED WALL = 95.43" (MASONARY STRUCTURES A.C.I.) M = wl /8, S = M/In, 22.31 * X * 12 / 8 * 25 = 95.43" X = 8.45" USE 8'-0" HORIZ. SPACING - 9'-4" CEILING MAX. USE 6'-0" HORIZ. SPACING - 10'-0" TO 12'-8" CEILING MAX. USE 6'-0" HORIZ. SPACING - 12'-8" TO 18' CEILING MAX. & ADD LINTEL W/ (1) #5 CONT. @ 9'-4" HGT. (+/- 8") 8' CMU WALL 5/8' THICK CEMENT PLASTER STUCCO PRE -CAST CONC. LINTEL P.T. 2X8 WOOD JAMB ANCHOR TO BLOCK W/ 1'7 X 8' LG, A.B. ' O TOP, BOTT., O 24' O.C. v CORNER BEAU P.T. 1x2 TRIM VINYL MOLDING W/ INTEGRAL GASKET STUCCO FINISH BEYOND SECTIONAL GARAGE DOOR TRACK SECTIONAL GARAGE DOOR SECTIONAL GARAGE DOOR TRACK P.T. 1x2 TRIM - P.T. 2X8 WOOD JAMB ANCHOR TO BLOCK W/ 1'7 X B' LC, A.B. O TOP, BOTT., O 24' j5 VERT. GROUTED CMU CELLS PER PLAN 5/8' THICK CEMENT PLASIER STUCCO CORNER BEAD CORROSION RESISTANT 'J' SCREED VINYL MOLDING W/ INTEGRAL GASKET GARAGE FLOOR SLAB DOOR BEYON SECTIC DOOR GASKE 1/2' 1 JOINT DRIVE) SEE � OMP€ SIUCC BEYON GENERAL NOTES 2500 PSI CON%. FILL (CONCRETE PLACED IN FIELD) NOTES: PRECAST 2) CONCRETI 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 1� STIRRUP W/2 1/2" LEG EXTENSION 2.1.1 PRE CAST W/STANDARD REINFORCEMENT - 3500 PSI 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A 1000 :4 NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 3. HEADER STUD REQUIREMENT 1490 1 (NER) 2 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0"__15' _._ ROOF EDGE 4'--1 4 SIMPSON HETA20 (16) 1 O x 1-1/2" 3 HEADER STUDS (EACH SIDE) 6'-0" TO 12'-0" 7/32" STIRRUPS AT A'-0" c -c 2.2.1• STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION A5TM A615 (GRADE 60). 3'-6" (42"} 4 HEADER STUDS (EACH SIDE) 12'-0" TO 18'-0" I O O 4�. i (TIED OR WELDED) 2.2.2• STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 4' 2165 2 HEADER STUDS REQ. (1) FULL LENGTH STUD ®� O ,�� SIMPSON LSTA12 (10) lOd 755 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS I ------------------- -- -4 1878 2X8 PINE FRAMING @ 4HEADER STUDS REQ. (2) FULL LENGTH STUDS OO RIDGE 585 4. BEARING WALL NAIL PATTERN: i -� ---1 - 0n12� <��l 4422 5264 6110 SIMPSON SP4 (6) 10d x 1-1/2" 1. PLYWOOD: (FIELD) USE 8D NAILS @ 12" 0/C OO i QQ �� ' w _L02 4' _ _ OR O.S.B. (EDGE) USE 8D NAILS @ 6" 0 C L-----, - -_`� - -- ---�� 443 (NER) 2. GYPSUM: (FIELD) USE 5D NAILS @ 10" 0/C I O ® O O 5'-4" (64") PRECAST (EDGE) USE 5D NAILS @ 7" O/C 5. 62" (NER) 3.2 MINIMUM MA50NRY UNIT STRENGTH: F'm 1250 PSL 5. ROOF NAILING PATTERN: PLYWD OR OSB SIMPSON ABU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 3.3 MORTAR SHALL BE TYPE S. L MIN MUM GOyERAGE OF STEEL - 1.5" 2. MId BEARING REQUIRED AT EA. END - 4" 1 ZONE 1 - USE 8D RING SHANK COMMON NAILS @ 12" 0/C ZONE CHART 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" TYPICAL LINTEL SECTION 2 ZONE 2 - USE 8D RING SHANK COMMON NAILS @ 6" 0/C 413 CONSTRUCTION BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE 3 ZONE 3 - USE 8D RING SHANK COMMON NAILS @ 4" O/C 1315 6• 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" 0/C 443 (NER) (ICBG) 7. SENCO 2 1/4" X .131 & PASELODE 2 1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU 425 OF 8D COMMON NAILS. NAILED @ 5" O.C. EDGES & @ 10" O.C. FIELD SIMPSON A34 (8) 8d x 1-1/2" 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF @ 24" O.C. UP TO 14'-0" HGT. SCALEI/211=II-011 (FILE: DWG) INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF @ 15" O.C. UNLESS CONSTRUCTION. 1450 OTHERWISE NOTED. (NER) 591 MAXIMUM SPACING OF FILLED CELLS UNGROUTED CELLS THAT CAN RESIST A 100 M.P.H. LOAD WIND (ASCE. 7-88 FIG. 3 = 15' - 20' HGT. = 22.3#) MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS IS 25 P.S.I. - A.C.I. 531 TABLE 10.1 SECTION PROPERTIES 8" PARTIALLY GROUTED WALL = 95.43" (MASONARY STRUCTURES A.C.I.) M = wl /8, S = M/In, 22.31 * X * 12 / 8 * 25 = 95.43" X = 8.45" USE 8'-0" HORIZ. SPACING - 9'-4" CEILING MAX. USE 6'-0" HORIZ. SPACING - 10'-0" TO 12'-8" CEILING MAX. USE 6'-0" HORIZ. SPACING - 12'-8" TO 18' CEILING MAX. & ADD LINTEL W/ (1) #5 CONT. @ 9'-4" HGT. (+/- 8") 8' CMU WALL 5/8' THICK CEMENT PLASTER STUCCO PRE -CAST CONC. LINTEL P.T. 2X8 WOOD JAMB ANCHOR TO BLOCK W/ 1'7 X 8' LG, A.B. ' O TOP, BOTT., O 24' O.C. v CORNER BEAU P.T. 1x2 TRIM VINYL MOLDING W/ INTEGRAL GASKET STUCCO FINISH BEYOND SECTIONAL GARAGE DOOR TRACK SECTIONAL GARAGE DOOR SECTIONAL GARAGE DOOR TRACK P.T. 1x2 TRIM - P.T. 2X8 WOOD JAMB ANCHOR TO BLOCK W/ 1'7 X B' LC, A.B. O TOP, BOTT., O 24' j5 VERT. GROUTED CMU CELLS PER PLAN 5/8' THICK CEMENT PLASIER STUCCO CORNER BEAD CORROSION RESISTANT 'J' SCREED VINYL MOLDING W/ INTEGRAL GASKET GARAGE FLOOR SLAB DOOR BEYON SECTIC DOOR GASKE 1/2' 1 JOINT DRIVE) SEE � OMP€ SIUCC BEYON GENERAL NOTES 2500 PSI CON%. FILL (CONCRETE PLACED IN FIELD) 1) CODES: 1.1 FLORIDA BUILDING CODE PRECAST 2) CONCRETI 5 » STP 180' HOOK @ EACH END OF 1 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 1� STIRRUP W/2 1/2" LEG EXTENSION 2.1.1 PRE CAST W/STANDARD REINFORCEMENT - 3500 PSI BRAND MODEL# FASTENERS# UPLIFT PAST BEND. (TYP) 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI 12 nl 1000 :4 (NER) 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI PRECAST SIMPSON META16 (12) 1 O x 1-1/2" 1490 1 (NER) 2.2 REINFORCING BARS: 1cv�l`D 4 SIMPSON HETA20 (16) 1 O x 1-1/2" I • •• 1 7/32" STIRRUPS AT A'-0" c -c 2.2.1• STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION A5TM A615 (GRADE 60). 3'-6" (42"} PRECAST -2X8 4�. i (TIED OR WELDED) 2.2.2• STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). (NER) 2165 2215 f PINED SIMPSON LSTA12 (10) lOd 755 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE (NER) 1878 2X8 PINE FRAMING @ -- -- SIMPSON SP1 (6) 11 (4) 1 O 585 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. (NER) - - - - - - - - -24" O.C._ 4422 5264 6110 SIMPSON SP4 (6) 10d x 1-1/2" 735 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 1,. 41" _ _ 1" 3) MASONRY: 1715 443 (NER) MIN. 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MIN. 5'-4" (64") PRECAST MASONRY ASSOCIATION AND ACI 530. 455 62" (NER) 3.2 MINIMUM MA50NRY UNIT STRENGTH: F'm 1250 PSL NOTES: MASONRY SIMPSON ABU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 3.3 MORTAR SHALL BE TYPE S. L MIN MUM GOyERAGE OF STEEL - 1.5" 2. MId BEARING REQUIRED AT EA. END - 4" 4) STRUCTURAL: 5'-10" (70") 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" TYPICAL LINTEL SECTION (WITH .A MINIMUM ACCEPTABLE BEARING OF 4" PER FBC PRECAST" CONCRETE NOTE: IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 413 CONSTRUCTION BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE 418 STRUCTURAL INTEGRITY OF TH15 PROJECT ONLY. ANY DISCREPANCY BETWEEN 1315 FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 420 443 (NER) (ICBG) BUILDING, METHODS, AND THESE SIGNED AND SEALED DRAWING MUST BE BROUGHT C O N V. FRAME DETAIL 425 3613 USP AC5 (6) 1 Old SIMPSON A34 (8) 8d x 1-1/2" ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO THE COMMENCEMENT OF 413 (NER) SCALEI/211=II-011 (FILE: DWG) CONC. LINTEL BLOCK FILLED W/ (1) #5 PRECAST CONSTRUCTION. 1450 * (NER) 591 PRECAST CONC. LINTEL CONC. FILLED W/ 1 #5'S 990 SIMPSON SP2 (6) 1Od, (6) 10d 890 499 (NER) UP TO 16' (NON-BEARING) USE 1 #5 IN HEADER. 16' PRECAST 801* SIMPSON H4 (4) 8d, (4) 8d BEARING AND 18' USE 2 #5'S IN HEADER. 499 (NER) 630 GARAGE DOOR HEADER DTL. 755 NOTE: NAIL VALUES: (t'-6 2X10 PINE RIDGE HURRICANE TIE INTERCHANGABILITY SCHEDULE MARK PRECAST UPLIFT 2x6 PINE 13EAM TYPE BRAND MODEL# FASTENERS# UPLIFT COMPLIANCE COLLAR TIE AT 8U8 12 SIMPSON MTS12 (14) 1 O 1000 413 (NER) TOP A OF FRAING -2878 (34,)" PRECAST SIMPSON META16 (12) 1 O x 1-1/2" 1490 469 (NER) 2021 2021 4 SIMPSON HETA20 (16) 1 O x 1-1/2" 1890 469 (NER) 3'-6" (42"} PRECAST -2X8 2289 SIMPSON HUS28 (14) 16d, (6) 16d 1550 499 (NER) 2165 2215 f PINED SIMPSON LSTA12 (10) lOd 755 443 (NER) 1878 2X8 PINE FRAMING @ FRAMING SIMPSON SP1 (6) 11 (4) 1 O 585 499 (NER) - - - - - - - - -24" O.C._ 4422 5264 6110 SIMPSON SP4 (6) 10d x 1-1/2" 735 499 (NER) - _ _ 4010 4767 5525 SIMPSON LSTA36 (26) 10d 1715 443 (NER) 2435 3171 3913 4658 5406 2X10 PINE FRAMING 5'-4" (64") PRECAST SIMPSON H5 (4) 8d, (4) 8d 455 499 (NER) MASONRY BEARING @ 24" O.C. -- CEILING MASONRY SIMPSON ABU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2200 499 (NER) 5'-10" (70") -JOIST (OPTION&) BEARING SIMPSON HTS16 (16) 1 O 1260 413 (NER) 418 1272 1315 SIMPSON L50 (6) lod 420 443 (NER) (ICBG) 4:12 C O N V. FRAME DETAIL 425 3613 USP AC5 (6) 1 Old SIMPSON A34 (8) 8d x 1-1/2" 365 413 (NER) SCALEI/211=II-011 (FILE: DWG) 7'-6" (90"} PRECAST SIMPSON HTS20 (20) 1 O 1450 * (NER) 591 657 990 SIMPSON SP2 (6) 1Od, (6) 10d 890 499 (NER) 9'-4" (112") PRECAST 801* SIMPSON H4 (4) 8d, (4) 8d 360 499 (NER) 630 801 755 NOTE: NAIL VALUES: (t'-6 PRECAST PRECAST 716* 1) USE (1) MTS12 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL 793 1027 1261 1496 1731 396 363 493 556 716 666* 611 439 OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) FOR WOOD CONSTRUCTION FROM 11'-4" (136") 666 535 2) USE (1) META 20 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL 1595 1896 2198 12'-0* (144 PRECAST 607* 400 CONNECTION (U.N.O.) LATERAL LOAD DESIGN VALUES" 494 631 486 3 USE HUS26 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) NAIL QM 13'-4" (160") PRECAST 500* 340 43 USE (3) 16d OR (3) .131 x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK 8d 302 103� 573 409 sell TO HIP GIRDER. (T&B) 10d 14'-0" (168") 125 458* 316 493 635 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000LB DOWNLOAD) 16d 286 149 548 378 629 922 (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) 14'-8" (176") PRESTRESSED 243 295 459 591 (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) NR 357 243 352 582 852 1156 1491 1742 * - COMPLIANCE REPORT PENDING 15'-4" PRESTRESSED 228 278 430 553 677 801 925 STANDING SEAM METAL ROOF OVER 8 INCH LINTEL.. SCHEDULE MARK PRECAST UPLIFT LATERAL LENGTH TYPE 8F8 -1T 8F12 -1T 8F16 -1T 8F20 -1T 8F24 -1T 8F28 -1T 8F32 -1T 8U8 8F8 8F8 -2T 8F12 -2T 81`16-2T 8F20 -2T 8F24 -2T 8F28 -2T 8F32 -2T AA -2878 (34,)" PRECAST 2727 EXPOSED 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 Q 3'-6" (42"} PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 -- 3165 4125 5091 6061 7036 4 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 Q 4-6" (54) PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5'-10" (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 .2441 3010 3583 4157 6'-6° (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707. 887 1141 1182 1684 2192 2703 3216 3732 O 7'-6" (90"} PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4" (112") PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 (t'-6 PRECAST PRECAST 716* 498 793 1027 1261 1496 1731 396 363 493 556 716 666* 611 439 1039 1389 696 899 1711 2034 2358 1104 1309 1515 K CD 11'-4" (136") 666 535 905 1295 1595 1896 2198 12'-0* (144 PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1.209 1514 1799 2086 QM 13'-4" (160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 ` 1004 1367 1637 1897 N 14'-0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 0 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 NR 357 243 352 582 852 1156 1491 1742 P 15'-4" PRESTRESSED 228 278 430 553 677 801 925 NR 327 228 329 542 791 1072 1381 1676 17'-4" (208") PRESTRESSED 188 236 361 464 567 670 774 NR 255 188 1 276 1 449 1 649 1 874 1121 1389 * REDUCE VALUE BY 257 FOR FOR GRADE 40 FIELD REBAR. - ALL LINTELS TO ARE BE 8F16-1T/1B STANDING SEAM METAL ROOF OVER PEEL AND STICK UNDERLAYMENT ON " OSB. OVER W CDNdti►i(i,�aJan. TRUSSES E3RG, HGT E=XPOSED RAFTER TAIL CEI" IENTUOUS LAP SIDING OVER FRAME 01-011 - south elevation scale = 1/4:12 . ...... ..... .. IL METAL ROOF OVER RECORD COPY PEEL AND STICK IAC-'�_ UNDERLAYMENT ON IIS " OSB. OVER• ��Jalxto�AA2 n C� X 1-411 - ... . ... ------ I E 1- 111: 7 T - 7-- n II elevation or,th e e ation scale = 1 /4:12 Garage Door Buck Dt 5CALE: 1 1/28=11-0" c O copyright 2016, zachar 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. STRUCTURAL NOTES - UNLESS OTHERWISE NOTED, ALL WOOD WOOD CONNECTORS ARE TO BE SIMPSON STRONG -TIE MTS12 WITH 14-1061 1/2"FASTENERS - UNLESS OTHERWISE NOTED, ALL WOOD/MASONRY CONNECTORS ARE TO BE SIMPSON STRONG -TIE HETA20 WITH 16-10dx1 1/2"FASTENERS GENERAL NOTES - THE STANDARD CARE FOR ALL PROFESSIONAL SERVICES PERFORMED OR FUNRISHED BY CONSULTANT UNDER THIS AGREEMENT WILL BE THE SKILL AND CARE USED BY MEMBERS OF THE CONSULTANTS PROFESSION PRACTICING UNDER SIMILAR CIRCUMSTANCES AT THE SAME TIME AND IN THE SAME LOCALITY. CONSULTANT MAKES NO WARRATIES, EXPRESSED OR IMPLIED, UNDER THIS AGREEMENT OR OTHERWISE IN CONNECTION WITH CONSULTANTS SERVICES. - CLIENT AND CONSULTANT EACH AGREE TO INDEMNIFY AND HOLD OTHER HARMLESS AND THEIR RESPECTIVE OFFICERS AND EMPLOYEES, AGENTS AND REPRESENTATIVES FROM AND AGAINST LIABILITIES FOR ALL CLAIMS LOSSES DAMAGES AND EXPENSES INCLUDING REASONABLE ATTORNEY'S FEES TO THE EXTENT SUCH CLAIMS LOSSES DAMAGESOR EXPENSES ARE CAUSED BY THE INDEMNIFYING PARTY'S NEGLIGENT ACTS OR ERRORS OR OMISSIONS. IN THE CLAIMS LOSSES DAMAGES OR EXPRESSES ARE CAUSED BY THE JOINT OR CONCURRENTNEGLIGENT OF THE CLIENT AND.CONSULTANTTHEY SHALL BE BORNE BY EACH PARTY IN PROPORTION TO ITS NEGLIGENCE. STANDING SI=AM METAL ROOF OVER RECORD COPY PEEL AND STICK UNDERLAYMENT ON " OSB. OVER• ��Jalxto�AA2 TRUSSES C� X 1-411 - BII EXPOSED _... __ RAFTER TAIL HISTORIC PERMXT All work must be done in strict accordance with the - Approved Certificate of Appropriateness Building does not approve any work outside this scope Permit Applicant isSol eyresponsible for compliance CEMENTUOUS LAP SIDING 1 t - OVER FRAME 01011 F_ 'A/P'~t PIP\/A i n n 1 REVI scale = 1/4:12 Permit Set DESIGN STATEMENT (FLORIDA ucture has been designed to comply with BUILDING CODE 5th EDITION (2014) The Design Parameters are: Vult 140mph Va5d ii Risk Category II Exposure IS i +/- 0.18 Floor live Load (psf) Uninhabitable attics without storage 10 Uninhabitable attics w/ limited storage 20 Habitable attics and sleeping areas 30 All other areas 40 Roof Live Load 10 Components $ Cladding -'SIDE TABLE ON INDEX NO OTHER CERMCATIONS ARE STATED OR IMPLIED BRIAN A. MOLYET P.E. 1060 E. INDUSTRIAL DR. SUITE W ORANGE CITY, FL 32763 PE #041509 CERTIFICATE AUTHORITY #00009855 DATE '\ NOT VALID NITHOUT RASED SEAL AND �GN�OLUEINK 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 1 060 e. industrial suite W orange city, fl 32763 Phone: 386-774-8825 contact: Bryan Molyet REV. PERMIT SET 9-30-16 SHEET TITLE SHEET Elevations All