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HomeMy WebLinkAbout207 Sir Lawrence DrCITY OF SANFORD BUILDING & FIRE PREVENTION AUG 1 2016 PERMIT APPLICATION Application No: `oC:26 Documented Construction Value: $ 62 —' Job Address: is Lc,,, ceee r, Historic District: Yes ❑ No ❑ Parcel ID: 10 a - r d( – (X0 "cq26 Residential ❑ Commercial ❑ Type of Work: New ❑ Addition Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: %-V-),-) 4 �6 , Plan Review Contact Person: Phone: Fax: Title: Email: Property Owner Information e Namcit Rhone: 1. Street: ser Resident ofiproperty? IN- 127TS City, State Zi n. , Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF 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 FIRST 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 as indicated: I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, ` furnaces, boilers, heaters, tanks, and air conditioners, etc. 0�/1 FBC 105.3 Shall be. inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code n Revised: June 30, 2015 Permit Application ATTACH NEW FOOTING TO EXISTING w/ (2) 05 DOWELS. MIN 6' EMBEDMENT �2 SECURE w/ EPDXY. EXISTING �r � J 6 STUDYn� GENERAL NOTES 4' CONCRETE SLAB RE INF. w/ 6x6 "10/10 WWM OR F15ERMESP ON (o MIL. FOUNDATION PLAN SCALE: 1/4' - 1'-0' NAIL RAFTERS TO EXISTING FRAMING w/ 3-10d NAILS PER RAFTER ROOF FRAMING PLAN, SCALE: 1/4' - 1'-0' 4'x8' PLYWOOD SHEATHING RAFTER / TRUSS BUILDING LENGTH BLOCKING AT 48' O.C. MAX IN FIRST 1 FRAMING SPACES AT EACH END OF GABLE END TRUSSES ROOF SHEATHING LAYOUT & ENDWALL ROOF BRACING 51 4 i � 0 I � © G) i i 1 < I� ©1 0 O (Z (Z ( ROOF NAILING PATTERN PLYWOOD OR OSB O ZONE I - ed RING SHANK NAILS O 6" O.C. MAX. O ZONE 2 - ed RING SHANK NAILS 6 6' O.C. MAX. © ZONE 3 - 86 RING SHANK NAILS v 4' O.G. MAX. TABLE 1105.1 OF THE STARDARD BUILDING CODE. NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. 1/2' GYPSUM CEILING: USE 5d NAILS 9 1' ON CENTER SENCO 2 1/4' x .131 AND PASLODE 2 1/4' x .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF Sd COMMON NAILS. NAILED A 5' ON CENTER EDGES AND a 10' ON CENTER FIELD. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2010, SECTION 880323.1, THE MINUMUM FASTENER TO BE EMPLOYED IN SECURING ROOF SHEATHING MATERIALS IS TO BE AN Sd RING SHANK NAIL WITH THE FOLLOWING DIMENSIONS: - 0.113 INCH NOMINAL SHANK DIAMETER - RING DIAMETER OF 0.012 OVER SHANK DIAMETER - 16 TO 20 RINGS PER INCH - 0.280 INCH FULL ROUND HEAD DIAMETER - 2 INCH NAIL LENGTH ROOF SHEATHING NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIXTURE LOCATIONS ON SITE BEFORE POURING OF CONCRETE SLABS. 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. IF ANY DISCREPANCIES OCCUR, NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION. 3. ALL CONCRETE FOOTINGS AND SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 2,500 P.S.I. 9 28 DAYS. 4. PROVIDE MINIMUM 3' CONCRETE COVER REINFORCEMENT BARS IN ALL FOUNDATIONS. 5, PROVIDE 4' DIA. PVC SLEEVE UNDER SLAB FOR USE AS HVAC AND ELECTRICAL CHASES. 6. SLOPE ALL EXTERIOR AND GARAGE SLABS AWAY FROM BUILDING AT 1/8' PER FOOT MINIMUM. 1. CONCRETE MASONRY UNITS MAY BE SUBSTITUTED FOR BRICK OR STONE FINISH BELOW FINISH GRADE WHEN APPLICABLE. 8. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 9. CONTRACTOR SHALL VERIFY ACTUAL ALLOWABLE BEARING PRESSURE PRIOR TO CONSTRUCTION. 10. IF A DOWEL IS MISSING. APPLY WITH EPDXY (SIMPSON "ET) WITH 6' EMBEDMENT. DRILL 3/4' DIAMETER FOR 05 DOWELS. 44 SYP POST w/ 'SIMPSON' ABU44 9 BASE AND 'SIMPSON' 5C4 POST TO BEAM ►. USE APA SPAN RATED STRUCTURAL SHEATHING. MIN. 5/8' THICKNESS. PER APA PS -I OR NER-108. 2. INSTALL SHEATHING WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. 3. PROVIDE BLOCKING AT UNSUPPORTED DIAGONAL EDGES AT RIDGES, HIPS, AND VALLEYS. TYPICAL. 4. PROVIDE SHEATHING AT TOP CHORD OF ALL TRUSSES. 5. PROVIDE PLYWOOD CLIPS AT UNBLOCKED DIAPHRAGMS. TOP CHORD OF GABLE END TRUSS 1/2' CDX PLYWOOD NAILED TO GABLE END TRUSS w/ 8d NAILS BOTTOM CHORD OF GABLE END TRUSS II. 13/8' o I •I II - - i• m PLYWOOD NAILING OF GABLE END TRUSS RIGHT SIDE RAFTERS a 24'C SP4, SP6, OR SPS EA. SIDE DEPENDING ON THE WALL DEPTH LSTA24 SP4, SP6, OR SP8 EA. SIDE DEPENDING ON THE WALL DEPTH SCALE: 1/4' - 1'-0' EXISTING FAMILY RM. EXISTING EXISTING WINDOW DOOR/ -220t-1 SINK ( I _COUNTER AT ' o DRYER WASHER `r 42 AFF. SPACE SPACE [SUN ROOM WINDOW I A/C UNIT SLOPED CLG 3068 FR. DR, 030 SHJ 20305H GFI 2030 SH 2030 SH UP 4'-6 Y-0' 6'-6' Y-6 3 4' 27'-5' FLOOR PLAN SCALE: 1/4' - 1'-0' EXISTING FRAME WALL EXISTING S.G.D. PORCH SLOPED CLG ----------------------------------- 31'-6' NOTE: -SUNROOM IS CATEGORY V -THE ENTIRE HOME IS REQUIRED TO HAVE SMOKE ALARMS, LOCATED AS REQUIRED FOR NEW CONSTRUCTION. REAR ELEVATION SCALE: 1/4' - 1'-0' "- 4T EA. STUD ELECTRICAL SCHEDULE EXTERIOR BEARING WALL N.T.S. WIND LOAD NOTE THIS SINGLE FAMILY RESIDENTIAL STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 5th EDITION, BUILDING, CHAPTER 16, DESIGN CRITERIA, AND ASCE 1. • WIND LOAD REQUIREMENTS EMPLOYED IN THE DESIGN OF THIS STRUCTURE ARE: - ULTIMATE WIND SPEED: VULT = 140 MPH - WIND BOURNE DEBRIS: NO - BASIC WIND SPEED: VASD = 108 MPH - BUILDING CATEGORY II, ENCLOSED - CONSTRUCTION TYPE: SINGLE FAMILY RESIDENCE (V) - WIND EXPOSURE = CATEGORY C - STAGNATION PRESSURE Qz = 29.9 PSF - DESIGN PRESSURE (WORST CASE CONDITION): - COMPONENTS 4 CLADDING +24.45 PSF -34.03 PSF -UNIFORMLY DISTRIBUTED LIVE LOADS EMPLOYED IN THE DESIGN-. - ROOF = 20 PSF - LIVING AREAS = 40 PSF - STAIRS = 60 PSF - BALCONIES 4 DECKS = 60 PSF WOOD BASED EXTERIOR DUPLEX CONVENIENCE OUTLET SHEATHWx -OSB DUPLEX OUTLET a 42' ABOVE 03 150 FELT DRAINAGE PLANE FINISH FLOOR (VERIFY IN FIELD) DBL. TOP PLATE OR HOUSE WRAP. GF I DUPLEX OUTLET W/ GROUND ® PAPERBACK LATH FAULT INTERRUPTER 2x STUDS AT 16' O.C. © 1/8' NOMINAL STUCCO DUPLEX OUTLET - WEATHER PROOF THICKNESS $ DRAINAGE PLANE OVERLAP $D CONTROL BEAD FLASHING I' BELOW $3 AND MEMBRANE STRIP OVER MASONRY WOOD FRAME/MASONRY WASHER g 32' O.C. CONNECTION 2x P.T. BOTTOM ' Q METAL OR PLASTIC PLATE - EXPANSION JOINT ® OmEmEIRAw STRIP COVERING Q VY NOM MAL WOOD FRAME/MASONRY CEMENTITIOUS INTERSECTION UNDER FINISHEXPANSION JOINT EQUAL TO PROTECTO WRAP 5T-20XL-9' NOTE. NUMBERS INDIACATE WIDE TO EXTEND 2' BELOW THE CMU SEQUENCE OF INSTALLATION STUCCO FLASHING DETAIL ® CMU / FRAME INTERFACE RIGHT SIDE RAFTERS a 24'C SP4, SP6, OR SPS EA. SIDE DEPENDING ON THE WALL DEPTH LSTA24 SP4, SP6, OR SP8 EA. SIDE DEPENDING ON THE WALL DEPTH SCALE: 1/4' - 1'-0' EXISTING FAMILY RM. EXISTING EXISTING WINDOW DOOR/ -220t-1 SINK ( I _COUNTER AT ' o DRYER WASHER `r 42 AFF. SPACE SPACE [SUN ROOM WINDOW I A/C UNIT SLOPED CLG 3068 FR. DR, 030 SHJ 20305H GFI 2030 SH 2030 SH UP 4'-6 Y-0' 6'-6' Y-6 3 4' 27'-5' FLOOR PLAN SCALE: 1/4' - 1'-0' EXISTING FRAME WALL EXISTING S.G.D. PORCH SLOPED CLG ----------------------------------- 31'-6' NOTE: -SUNROOM IS CATEGORY V -THE ENTIRE HOME IS REQUIRED TO HAVE SMOKE ALARMS, LOCATED AS REQUIRED FOR NEW CONSTRUCTION. REAR ELEVATION SCALE: 1/4' - 1'-0' "- 4T EA. STUD ELECTRICAL SCHEDULE EXTERIOR BEARING WALL N.T.S. WIND LOAD NOTE THIS SINGLE FAMILY RESIDENTIAL STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 5th EDITION, BUILDING, CHAPTER 16, DESIGN CRITERIA, AND ASCE 1. • WIND LOAD REQUIREMENTS EMPLOYED IN THE DESIGN OF THIS STRUCTURE ARE: - ULTIMATE WIND SPEED: VULT = 140 MPH - WIND BOURNE DEBRIS: NO - BASIC WIND SPEED: VASD = 108 MPH - BUILDING CATEGORY II, ENCLOSED - CONSTRUCTION TYPE: SINGLE FAMILY RESIDENCE (V) - WIND EXPOSURE = CATEGORY C - STAGNATION PRESSURE Qz = 29.9 PSF - DESIGN PRESSURE (WORST CASE CONDITION): - COMPONENTS 4 CLADDING +24.45 PSF -34.03 PSF -UNIFORMLY DISTRIBUTED LIVE LOADS EMPLOYED IN THE DESIGN-. - ROOF = 20 PSF - LIVING AREAS = 40 PSF - STAIRS = 60 PSF - BALCONIES 4 DECKS = 60 PSF -7f- Co IM> x -no ISS �b.L or W__ iJSQ"C"Tln . (7 WoMx - 167Co�IG2.�� StEr►J!� S� t -t% 12oo >f - S Sor•1 Ic t_ o rr ��.CJcs Ceg-'rk Ili:�{ ., ZE 1 1 ��Q,r► \r.NSQIC'� t�.JhS -�JE To MLE.T (XAOS a 2ptN �6C . DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET a 42' ABOVE FINISH FLOOR (VERIFY IN FIELD) DBL. TOP PLATE DUPLEX OUTLET - SWITCHED GF I DUPLEX OUTLET W/ GROUND FAULT INTERRUPTER 2x STUDS AT 16' O.C. UJF DUPLEX OUTLET - WEATHER PROOF 220 VOLT OUTLET $ SWITCH $D DIMMER SWITCH SPI AT EA. STUD $3 3 -WAY SWITCH 1/2' 0 A.B. w/ 2' WASHER g 32' O.C. CEILING MOUNTED LIGHT FIXTURE 2x P.T. BOTTOM ' WALL MOUNTED LIGHT FIXTURE PLATE Y TT ® RECESSED HI -HAT -7f- Co IM> x -no ISS �b.L or W__ iJSQ"C"Tln . (7 WoMx - 167Co�IG2.�� StEr►J!� S� t -t% 12oo >f - S Sor•1 Ic t_ o rr ��.CJcs Ceg-'rk Ili:�{ ., ZE 1 1 ��Q,r► \r.NSQIC'� t�.JhS -�JE To MLE.T (XAOS a 2ptN �6C . A Q M A TAMULAT1ONS NEW LIVING UNDER AIR 219 SF NEW COVERED PORCH 80 SF GENERAL NOTES 1. CONTRACTOR IS TO ASCERTAIN THAT ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS AND THAT THE CONSTRUCTION DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS, STATUTES, ORDINANCES, CODES, RULES, AND REGULATIONS. IF THE CONTRACTOR OBSERVES THAT PORTIONS OF THE CONSTRUCTION DOCUMENTS ARE AT VARIANCE THEREWITH, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE DESIGNER IN WRITING, AND THE NECESSARY CHANGES SHALL BE INITIATED AND ACCOMPLISHED BY APPROPRIATE MODIFICATION. 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. IF ANY DISCREPANCIES OCCUR, NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION. 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, OR STEEL SHALL BE PRESSURE TREATED. 4. ALL PRODUCTS AND MATERIALS SHALL BE APPLIED AND/OR INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 5, CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR MASONRY OPENINGS WITH MANUFACTURER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 6. ALL PLAN DIMENSIONS ARE FROM FACE OF BLOCK OR FACE STUD AND ARE NOMINAL UNLESS OTHERWISE INDICATED. SINGLE PLY ROOFING 300 FELT UNDERLAYMENT 5/8' CDX PLYWOOD DECKING FLOOD LIGHT T -0 - SMOKE 4 CO DETECTOR COMBO GALV. ALUM. DRIP EDGE TELEPHONE ALUM. FASCIA ON 24 SUB FASCIA e- CATV OUTLET VENTED ALUM. SOFFIT DISCONNECT SWITCH DBL. 2x4 TOP PLATE X JUNCTION BOX 1/8' STUCCO (MIN. 3 COATS) ON GALV. METAL LATH ON CEILING FAN VAPOR AND WATER BARRIER 1/2' PLYWD. SHEATHING O EXHAUST FAN GENERAL NOTES 1. UNLESS OTHERWISE SPECIFICALLY STATED HEREIN, THE ELECTRICAL PLAN(S) ARE ONLY FOR GENERAL DESIGN INTENT AND HAVE BEEN COMPILED TO MEET PERMIT REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. ACTUAL QUANTITY, TYPE, AND PLACEMENT OF OUTLETS, SWITCHES, FIXTURES, AND ALL OTHER RELATED ELECTRICAL EQUIPMENT SHALL BE DETERMINED BY THE CONTRACTOR AND OWNER INSTALLATION SHALL BE IN ACCORDANCE WITH THE i�8 ONAL ELECTRICAL CODE (NEC) AND ALL APPLICABLE CODES. j,Dl I 2. CONTRACTOR SHALL VERIFY WITH LOCAL P R COMPANY THE LOCATION OF SERVICE. 3. ALL WIRE SHALL BE 250 MCM ALUMINUM, UNLESS NOTED OTHERWISE. 4. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE ALUMINUM OF EQUAL AMPACITY. 5. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 6. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. T VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER'S SPECIFICATIONS. 8. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. S. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER'S RECOMMENDATIONS. 10. PROVIDE GROUND FAULT INTERRUPT BREAKERS FOR ALL BATHROOM, AND EXTERIOR OUTLETS AS SHOWN. 11. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED. 12. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLANS. VERIFY LOCATIONS IN FIELD W/ OWNER 13, PROVIDE PRE -WIRED TELEVISION OUTLETS (CABLE TV) AS SHOWN ON PLANS. VERIFY LOCATIONS IN FIELD W/ OWNER 14. ALL FLUORESCENT FIXTURES TO UTILIZE LOW -NOISE, ENERGY SAVING BALLASTS AND BULBS. 15. PROVIDE AFCI PROTECTION AT ALL 120 VOLT RECEPTACLE OUTLETS IN HABITABLE ROOMS PER NEC 210.12 16. ALL 120 VOLT RECEPTACLE OUTLETS TO BE TEMPER RESISTANT TYPE. PER NEC 406.11 IT PROVIDE SMOKE ALARMS TO THE NEW AND EXISTING DWELLING. ALARMS TO BE INTERCONNECTED AND HARD WIRED PER FBCR 83143.1 1/2' A.B. w/ 2' WASHER A 32' O.C. 2x4 PT BOTTOM PLATE GRADE LEFT SIDE SCALE: 1/4' - 1'-0' '�- 2x6 RAFTERS + 24' O.C. R-19 BATT INSULATION 1/2' CEILING GRADE DRYWALL 'SIMPSON' H5 OR H3 a EA. RAFTER 'SIMPSON' SP2 a EA. STUD 2x4 SYP STUDS a 16' O.C. 1/2' DRYWALL R-13 BATT INSULATION 'SIMPSON' SPI 0 EA. STUD z 2-05 BARS CONT. TYP9 WALL SECTION SCALE: 1/2' - tNt-,IIVttK1Nkj p William F. Stuhrke, PhD Florida Professional Engineer #22150 o 12215 Rebecca's Run Drive w Winter Garden, FL 34787 fL (407) 920-3119 w m 0 Z f p Q CL l7 z m W U W �- � V � .. c •O 0Cie •o C:UJI REVIEWED POR CODE COMPLIANCE S� DRAWN BY: KTB C+ IECKED BY: KT5 Z PLANS EXAMINER SCALE: AS NOTED 12.13 - top w DATE # 1 6- 2 3 5 3 m DATE ISSUED SANFORD BUILDING DIVISION \LD'N0 August 16, 2016 FOR PRICING: - 6 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A SAN FORD FOR PERMIT: LICENSE TO PROCEED WITH THE WORK AND NOT AS FOR CONSTRUCTION: USI AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET O�p� ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL Rl CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT W SHEET NO. THE BUILDING OFFICIAL FROM THEREAFTER N REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE ECEIVE DEC 6 2016 � O I i A Q M A TAMULAT1ONS NEW LIVING UNDER AIR 219 SF NEW COVERED PORCH 80 SF GENERAL NOTES 1. CONTRACTOR IS TO ASCERTAIN THAT ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS AND THAT THE CONSTRUCTION DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS, STATUTES, ORDINANCES, CODES, RULES, AND REGULATIONS. IF THE CONTRACTOR OBSERVES THAT PORTIONS OF THE CONSTRUCTION DOCUMENTS ARE AT VARIANCE THEREWITH, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE DESIGNER IN WRITING, AND THE NECESSARY CHANGES SHALL BE INITIATED AND ACCOMPLISHED BY APPROPRIATE MODIFICATION. 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. IF ANY DISCREPANCIES OCCUR, NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION. 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, OR STEEL SHALL BE PRESSURE TREATED. 4. ALL PRODUCTS AND MATERIALS SHALL BE APPLIED AND/OR INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 5, CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR MASONRY OPENINGS WITH MANUFACTURER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 6. ALL PLAN DIMENSIONS ARE FROM FACE OF BLOCK OR FACE STUD AND ARE NOMINAL UNLESS OTHERWISE INDICATED. SINGLE PLY ROOFING 300 FELT UNDERLAYMENT 5/8' CDX PLYWOOD DECKING FLOOD LIGHT T -0 - SMOKE 4 CO DETECTOR COMBO GALV. ALUM. DRIP EDGE TELEPHONE ALUM. FASCIA ON 24 SUB FASCIA e- CATV OUTLET VENTED ALUM. SOFFIT DISCONNECT SWITCH DBL. 2x4 TOP PLATE X JUNCTION BOX 1/8' STUCCO (MIN. 3 COATS) ON GALV. METAL LATH ON CEILING FAN VAPOR AND WATER BARRIER 1/2' PLYWD. SHEATHING O EXHAUST FAN GENERAL NOTES 1. UNLESS OTHERWISE SPECIFICALLY STATED HEREIN, THE ELECTRICAL PLAN(S) ARE ONLY FOR GENERAL DESIGN INTENT AND HAVE BEEN COMPILED TO MEET PERMIT REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. ACTUAL QUANTITY, TYPE, AND PLACEMENT OF OUTLETS, SWITCHES, FIXTURES, AND ALL OTHER RELATED ELECTRICAL EQUIPMENT SHALL BE DETERMINED BY THE CONTRACTOR AND OWNER INSTALLATION SHALL BE IN ACCORDANCE WITH THE i�8 ONAL ELECTRICAL CODE (NEC) AND ALL APPLICABLE CODES. j,Dl I 2. CONTRACTOR SHALL VERIFY WITH LOCAL P R COMPANY THE LOCATION OF SERVICE. 3. ALL WIRE SHALL BE 250 MCM ALUMINUM, UNLESS NOTED OTHERWISE. 4. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE ALUMINUM OF EQUAL AMPACITY. 5. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 6. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. T VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER'S SPECIFICATIONS. 8. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. S. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER'S RECOMMENDATIONS. 10. PROVIDE GROUND FAULT INTERRUPT BREAKERS FOR ALL BATHROOM, AND EXTERIOR OUTLETS AS SHOWN. 11. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED. 12. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLANS. VERIFY LOCATIONS IN FIELD W/ OWNER 13, PROVIDE PRE -WIRED TELEVISION OUTLETS (CABLE TV) AS SHOWN ON PLANS. VERIFY LOCATIONS IN FIELD W/ OWNER 14. ALL FLUORESCENT FIXTURES TO UTILIZE LOW -NOISE, ENERGY SAVING BALLASTS AND BULBS. 15. PROVIDE AFCI PROTECTION AT ALL 120 VOLT RECEPTACLE OUTLETS IN HABITABLE ROOMS PER NEC 210.12 16. ALL 120 VOLT RECEPTACLE OUTLETS TO BE TEMPER RESISTANT TYPE. PER NEC 406.11 IT PROVIDE SMOKE ALARMS TO THE NEW AND EXISTING DWELLING. ALARMS TO BE INTERCONNECTED AND HARD WIRED PER FBCR 83143.1 1/2' A.B. w/ 2' WASHER A 32' O.C. 2x4 PT BOTTOM PLATE GRADE LEFT SIDE SCALE: 1/4' - 1'-0' '�- 2x6 RAFTERS + 24' O.C. R-19 BATT INSULATION 1/2' CEILING GRADE DRYWALL 'SIMPSON' H5 OR H3 a EA. RAFTER 'SIMPSON' SP2 a EA. STUD 2x4 SYP STUDS a 16' O.C. 1/2' DRYWALL R-13 BATT INSULATION 'SIMPSON' SPI 0 EA. STUD z 2-05 BARS CONT. TYP9 WALL SECTION SCALE: 1/2' - tNt-,IIVttK1Nkj p William F. Stuhrke, PhD Florida Professional Engineer #22150 o 12215 Rebecca's Run Drive w Winter Garden, FL 34787 fL (407) 920-3119 w m 0 Z f p Q CL l7 z m W U W �- � V � .. c •O 0Cie •o C:UJI REVIEWED POR CODE COMPLIANCE S� DRAWN BY: KTB C+ IECKED BY: KT5 Z PLANS EXAMINER SCALE: AS NOTED 12.13 - top w DATE # 1 6- 2 3 5 3 m DATE ISSUED SANFORD BUILDING DIVISION \LD'N0 August 16, 2016 FOR PRICING: - 6 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A SAN FORD FOR PERMIT: LICENSE TO PROCEED WITH THE WORK AND NOT AS FOR CONSTRUCTION: USI AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET O�p� ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL Rl CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT W SHEET NO. THE BUILDING OFFICIAL FROM THEREAFTER N REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE ECEIVE DEC 6 2016 � O