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HomeMy WebLinkAbout804 E 8 St #17-2579- Exterior interior renovationo '. 1 u CITY OF SANFORD BUILDING & FIRE PREVENTION ii rl PERMIT APPLICATION � _.__._---Application No: Documented Construction Value: $ Job Address: M4 t�7 , j�� `�' ��,��c�c � �� Historic District: Yes ❑ No Q Parcel [D: 7. �. S'71,0y `S A G M 0 SO f—�- -- 0 onmm Residentialw Commercial ❑ Type of Work. New ❑ Addition ❑ N \ Alteration 0 Repair Demo ❑ Change of Use ❑ Move ❑ Description of Work:C'),; n\02A t=>au cn�\ Plan Review Contact Person: '1 Title: C<b'A mZ Aof- Phone: �� < <j 5T:� A_j Fax: -,��` �J 4 �? Email 11 'Si Property Owner Information Name �r01<)c.. C---4-0 Z'.I ! �cr�l>�C7Cxlcz.�. Phone: Street: t4 L?:),g CCC' 12DC"-t r Resident of property? City, State zip: QAQ,,n c\c, FL -1, Contractor Information Name ��. ��.! in � Ci, G Vr-(�'»,� '-4 Phone: 4()� 1 l ��-� C,i � Street: j m - l '2A ` Fax: 40-1 S, _l 44 q L City, State Zip: GA m(\ 3kx2 � L ?-D2.MCA _ State License No.:.. _ Architect/Engineer Information 11 \n Name: L` 1 c nq, , 1 \j\f -)kfY\ (i'-) o Phone: Street: Lw C)i_y c ��. �\ �.�n AA — � 2 Fax: u01 2 C) 17>0 0 (� City, St, zip: 0 Ac�x.nciC) T" 1_ , E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY Rt;SULT IN YOUR PAYING TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORETILE FIRST INSPECTION. IFYOU INTENDTO 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 pertoruied 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. 04 FBC 105.3 Shall be inscribed with the date of application and the code in effect its of that date: 5'h Edition (2014) Florida Building Ck Revised: June 30,20 15 Penni( Application W Fulton S1 Z � Z RUED TO BE A CONSTRUCTION TYPE V -B RESIDENTIAL c� :3_ D BUILDING HEIGHT- a. CD > < > �D � 2 1N 1 St St 30 P.S.F. DEAD LOAD- 20 P.S.F. N M (D O W 2nd 5t > w v RECORD COPY Celery Ave ROOF LIVE LOAD- 30 P.S.F. C� W 6th St W 3rd St W 4th 'St rn rn W 7th St > < db W 8th St W 9th St K ` W IOth St m A < w1101St 13 I in Sanford ■ M A M ald sbQFQ Blvd W 13th St ce U) M n W 14th St t° 1.7 W 15th St 0 x M W 5th St W 6th St 'ark on Park 0 a� Pr 7 ULO-11n C........ ATdA .... �.�_ r.. LOCATION MAP E Commercial St yl x' E 2nd St ra� E. 7th SI E 3th St E 9th St 11 ath St E 11th St va � E 11th St RUED TO BE A CONSTRUCTION TYPE V -B RESIDENTIAL c� NUMBER OF STORIES- ONE NUMBER OF STORIES- TWO D BUILDING HEIGHT- a. ren ?� A m �D � 2 LIVE LOAD- 40 P.S.F. E 3rd St E 4th St E 5th St E 5th St ry 0 CL D < 3 0 > < M E 12th St E16thSt r Seen'°fie bawd �� � r.�, °' ' E �nynole Bhrd Fort Mellon Park n E 1st St Kr E1stSt M> rn <t Q) ur Seminole County s. b E E 2nd St Tax Collector a �° F 3rd st E 2nd St °> m E 41h St I) E 4th S1 �?C5 Q U <m C Cn r r<u `< � m `D S O -RESIDENCE LOCATION < E 7th St _Z 7S 8th St E 8th St b > CD E 9th St E 9th SA Heafthear'e & Hamilton E10th St Rehab Center Snfrd 0 Elementary School E 11th St 0 CL M �t� 0 v r� E 14th St CL Plumosa Dr Valencia St STRUCTURAL NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS FOR SLAB AND FOOTINGS. PROVIDE 3000 P.S.I. AT 28 DAYS FOR TIE BEAMS AND CONCRETE FILLED BLOCK CELLS. 2. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL MINIMUM GRADE 60 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A617 OR A706. U.N.O. 3. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C30 OR C145 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P.S.I. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270. 5. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS IN ACCORDANCE W/ ASTM 01019 OR ASTM C476. 6. ALL SOIL SUPPORTING FOUNDATIONS AND PILINGS SHALL BE PREPARED AND INSTALLED AS PER S.B.C. SOIL DENSITY TESTS AND BEARING CAPACITY SHALL BE VERIFIED TO PROVIDE ASBP=2000 PSF PRIOR TO POURING FOUNDATIONS OR DRIVING PILES. 7. FILL FOR FLOOR SLABS 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, FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS. 8. ALL MASONRY OPENINGS TO BE PRECAST UNLESS NOTED OTHERWISE. 9. REINFORCEMENT BAR SPLICES OTHER. #5 BAR - 25" MIN. #3 TIES - 15" MIN. #7 BAR - 35" MIN. W.W.F. - 15" MIN. 10. WINDOW & DOOR BUCK ATTACHMENTS ARE DESIGNED TO 140 M.P.H. WINDS 11. ALL INTERIOR BEARINGS WALLS TO BE #3 KD S.Y.P. OR #2 S.P.F. U.N.O. 12. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADE LUMBER HAVING A FIBER STRESS OF AT LEAST 1200 PSI (Fb) 13. TRUSS CONNECTORS SHOWN ON THESE DRAWINGS HAVE BEEN SELECTED BASED ON LOADING ASSUMPTIONS BY THE TRUSS DESIGNER AND AS OUTLINED IN SSTD 10-96 14. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWING ARE INTENDED TO BE TYPICAL, AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. c 3 ID A Z. < m 0 E 13th St E 11th St RUED TO BE A CONSTRUCTION TYPE V -B RESIDENTIAL c� NUMBER OF STORIES- ONE NUMBER OF STORIES- TWO D BUILDING HEIGHT- RB D 0 ifl (D < M m �D E16thSt r Seen'°fie bawd �� � r.�, °' ' E �nynole Bhrd Fort Mellon Park n E 1st St Kr E1stSt M> rn <t Q) ur Seminole County s. b E E 2nd St Tax Collector a �° F 3rd st E 2nd St °> m E 41h St I) E 4th S1 �?C5 Q U <m C Cn r r<u `< � m `D S O -RESIDENCE LOCATION < E 7th St _Z 7S 8th St E 8th St b > CD E 9th St E 9th SA Heafthear'e & Hamilton E10th St Rehab Center Snfrd 0 Elementary School E 11th St 0 CL M �t� 0 v r� E 14th St CL Plumosa Dr Valencia St STRUCTURAL NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS FOR SLAB AND FOOTINGS. PROVIDE 3000 P.S.I. AT 28 DAYS FOR TIE BEAMS AND CONCRETE FILLED BLOCK CELLS. 2. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL MINIMUM GRADE 60 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A617 OR A706. U.N.O. 3. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C30 OR C145 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P.S.I. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270. 5. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS IN ACCORDANCE W/ ASTM 01019 OR ASTM C476. 6. ALL SOIL SUPPORTING FOUNDATIONS AND PILINGS SHALL BE PREPARED AND INSTALLED AS PER S.B.C. SOIL DENSITY TESTS AND BEARING CAPACITY SHALL BE VERIFIED TO PROVIDE ASBP=2000 PSF PRIOR TO POURING FOUNDATIONS OR DRIVING PILES. 7. FILL FOR FLOOR SLABS 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, FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS. 8. ALL MASONRY OPENINGS TO BE PRECAST UNLESS NOTED OTHERWISE. 9. REINFORCEMENT BAR SPLICES OTHER. #5 BAR - 25" MIN. #3 TIES - 15" MIN. #7 BAR - 35" MIN. W.W.F. - 15" MIN. 10. WINDOW & DOOR BUCK ATTACHMENTS ARE DESIGNED TO 140 M.P.H. WINDS 11. ALL INTERIOR BEARINGS WALLS TO BE #3 KD S.Y.P. OR #2 S.P.F. U.N.O. 12. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADE LUMBER HAVING A FIBER STRESS OF AT LEAST 1200 PSI (Fb) 13. TRUSS CONNECTORS SHOWN ON THESE DRAWINGS HAVE BEEN SELECTED BASED ON LOADING ASSUMPTIONS BY THE TRUSS DESIGNER AND AS OUTLINED IN SSTD 10-96 14. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWING ARE INTENDED TO BE TYPICAL, AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. c 3 ID A Z. < m 0 � E 11th St RUED TO BE A CONSTRUCTION TYPE V -B RESIDENTIAL c� NUMBER OF STORIES- ONE NUMBER OF STORIES- TWO � BUILDING HEIGHT- BUILDING HEIGHT - ERMIT PREVENT ifl (D ° m FLOOR � 2 LIVE LOAD- 40 P.S.F. 30 P.S.F. DEAD LOAD- 20 P.S.F. N M (D O ROOF & WIND LOADS w RECORD COPY Celery Ave ROOF LIVE LOAD- 30 P.S.F. C� cn 7.0/15.0 cn 14th 10.0 WIND IMPORTANCE FACTOR- 2.00 n REVIEWED FOR CODE CUMPLIANCE WIND IMPORTANCE FACTOR- 2.00 M ��, PLANS EXAMINER i i - -7 -172_.____- cu DATE m w r-� cb r - CD Q.)d- ct Montezuma Ave .s' �^ = U � co rn N ca� WOOD CONSTRUCTION NOTES: 1. ALL INTERIOR BEARING WALLS TO BE #3 KD S.Y.P. OR #2 S.P.F. U.N.O. 2. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADED LUMBER, HAVING A FIBER STRESS OF @ LEAST 1200 P.S.I. (FB.) 3. ALL EXTERIOR BEARING WALLS TO BE #3 KD S.Y.P. OR #2 S.P.F. U.N.O. STUDS SHALL BE SPACED. WATER HEATER NOTES: 1. WATER HEATER T & P RELIEF TO BE FULL SIZE TO EXTERIOR. 2. WATER HEATER @ FLOOR LEVEL VALVE TO BE IN A PAN W/ DRAIN TO EXTERIOR.(W/ THERMAL EXPANSION DEVICE). DRYWALL NOTES: GYPSUM BOARD FASTENER SCHEDULE. SPEC'S FOR 1/2" GYP.BOARD. 1. NAILS CEILING -5d COOLERS @ 7" O.C. WALL- 5d COOLERS @ 8" O.C. GA -216 5.5, ASTM C 514 2. SCREWS- CEILING- 11/8" LONG GALV. @ 12" O.C. WALL- 11/8" LONG GALV. @ 12" O.C. GA -216 5.7, ASTM C 1002. FLASHING NOTES: 1. VALLEY FLASHING METAL IS TO BE GALVANIZED STEEL -26 g. NAILED @ 12" O.C. MAX. 2. DRIP EDGE SHALL BE PROVIDED @ EAVES AND GABLES OF SHINGLES ROOFS, AND OVERLAPPED A MIN. 2 INCHES. DRIP EDGE SHALL BE FASTENED A MAX. OF 12 INCHES O.C. FBC. 1507.3.9.3 3. CONT. FLASHING @ ROOF TO WALL INTERSECTION. Residential Alteration and Repair EZZI & MIZHER INVEST 804E 8th St, Sanford, FL 32771 STRUCTURAL DESIGN CRITERIA EXPOSURE CATEGORY: BASIC WIND SPEED: INTERNAL PRESSURE COEFFICIENTS: BUILDING, ENCLOSED - +/- 0.1.8 WIND INPORTANCE FACTOR: ROOF DESIGN WIND PRESSURE: FBC, SECTION 1604.6 ROOF LOADS: TOP CHORD LIVE LOAD: TOP CHORD DEAD LIVE LOAD: BOTTOM CHORD DEAD LIVE LOAD: ROOF LIVE LOAD EQUALS WIND LOADS, FBC 1604.6 ROOF DEAD LOAD EQUALS WEIGHTS OF MATERIALS AND CONSTRUCTION.FBC TABLE Al SECT. 4101. FLOOR LOADS: FLOOR LIVE LOAD EQUALS LOAD PRODUCED BY RESIDENTIAL OCCUPANCY. FBC TABLE 1604.1 FLOOR DEAD LOAD EQUALS WEIGHTS OF MATERIALS AND CONSTRUCTION. FBC TABLE Al SECT. A101. WINDOW DESIGN WIND PRESSURE: A. POSITIVE PRESSURE OF 22 P.S.F. B. NEGATIVE PRESSURE OF 30 P.S.F. DOOR DESIGN WIND PRESSURE: SLIDING GLASS DOORS: ALL SIZES A. POSITIVE PRESSURE OF 21 P.S.F. B. NEGATIVE PRESSURE OF 28 P.S.F. ENTRY DOORS: ALL CONFIGURATIONS A. POSITIVE PRESSURE OF 20 P.S.F. B. NEGATIVE PRESSURE OF 25 P.S.F. GARAGE DOORS: ALL GARAGE DOORS A. POSITIVE PRESSURE OF 20 P.S.F. B. NEGATIVE PRESSURE OF 24.5 P.S.F. FBC 2014 EXISTING BUILDINGS - CHAPTER 5 REPAIRS THIS STRUCTURE HAS BEEN DESIGNED TO THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 MPH WIND LOAD MEET OR EXCEED THE THE MECHANICAL, REQUIREMENTS OF SECTION III OF THE ELECTRICAL & PLUMBING REQUIREMENTS FLORIDA BUILDING CODE 2014 EDITION OF ALL APPLICABLE STATE AND LOCAL RESIDENTIAL, ITS REVISIONS AND CODES AND ORDINANCE. SUPPLEMENTS COEFFICIENT- + INCREASE + .18 NEGATIVE INCREASE A DESIGN PARAMETERS 2- STORY MAX. HGT. - 354" = 26.8 P.S.F. @ 140 M.P.H. DRAWING INDEX REVISIONS DATE ALTERATION LEVEL 2 A PERMIT ISSUED SHALL BE C RUED TO BE A CONSTRUCTION TYPE V -B RESIDENTIAL B NUMBER OF STORIES- ONE NUMBER OF STORIES- TWO 140 BUILDING HEIGHT- BUILDING HEIGHT - ERMIT PREVENT 20' MAX. 35' MAX. � FLOOR � 2 LIVE LOAD- 40 P.S.F. 30 P.S.F. DEAD LOAD- 20 P.S.F. N SOIL BEARING PRESSURE = 2,000. P.S.F. MIN. N O ROOF & WIND LOADS w RECORD COPY 20.0 ROOF LIVE LOAD- 30 P.S.F. C� ROOF DEAD LOAD- SHINGLE: 20 P.S.F. 7.0/15.0 TILE: 40 P.S.F. 10.0 WIND IMPORTANCE FACTOR- 2.00 BASIC WIND SPEED- 140 M.P.H. REVIEWED FOR CODE CUMPLIANCE WIND IMPORTANCE FACTOR- 2.00 WIND EXPOSURE- B PLANS EXAMINER i i - -7 -172_.____- APPLICABLE INTERNAL PRESSURE DATE THIS STRUCTURE HAS BEEN DESIGNED TO THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 MPH WIND LOAD MEET OR EXCEED THE THE MECHANICAL, REQUIREMENTS OF SECTION III OF THE ELECTRICAL & PLUMBING REQUIREMENTS FLORIDA BUILDING CODE 2014 EDITION OF ALL APPLICABLE STATE AND LOCAL RESIDENTIAL, ITS REVISIONS AND CODES AND ORDINANCE. SUPPLEMENTS COEFFICIENT- + INCREASE + .18 NEGATIVE INCREASE A DESIGN PARAMETERS 2- STORY MAX. HGT. - 354" = 26.8 P.S.F. @ 140 M.P.H. DRAWING INDEX REVISIONS DATE SANFORD BUI�DIN IVI ION A PERMIT ISSUED SHALL BE C RUED TO BE A LICENSE TO PROCEED WITH THE RK AND NOT AS AUTHORITY TO VIOLATE, CANC O O � HE TECHNICAL CODES, NOR SHALL ISSUANCE 0 ERMIT PREVENT THE BUILDING OFFICIAL FRO EREAFTER � N � N N CA N O N w C� r-� CD Q.)d- ct .s' = U N SANFORD BUI�DIN IVI ION A PERMIT ISSUED SHALL BE C RUED TO BE A LICENSE TO PROCEED WITH THE RK AND NOT AS AUTHORITY TO VIOLATE, CANC LTER OR SET ASIDE ANY OF THE PROVISIONS HE TECHNICAL CODES, NOR SHALL ISSUANCE 0 ERMIT PREVENT THE BUILDING OFFICIAL FRO EREAFTER o ct w °' N CA N 94 N w SANFORD BUI�DIN IVI ION A PERMIT ISSUED SHALL BE C RUED TO BE A LICENSE TO PROCEED WITH THE RK AND NOT AS AUTHORITY TO VIOLATE, CANC LTER OR SET ASIDE ANY OF THE PROVISIONS HE TECHNICAL CODES, NOR SHALL ISSUANCE 0 ERMIT PREVENT THE BUILDING OFFICIAL FRO EREAFTER REQUIRING A CORRECTION OF ORS IN PLANS, CONSTRUCTION OR VIOLATIO F THIS CODE SHEET NO. CVR. COVER SHEET NO. A-1 EXISTING / DEMOLITION FLOOR PLAN AND PROPOSED FLOOR PLAN SHEET NO. ME -1 MECHANICAL/ ELECTRICAL FLOOR PLANS 579 Michael Thompsorr P.E. 47509 DRAWN BY R.L. DESIGN BY E.S. CHECKED BY DATE 09-23-2016 M.T. JOB No. SCALE 20160920 AS NOTED SHEET G-1 BEDROOM BA'S'H C` HGT. CLNG. T-3" HGT. CLNG. 74" WOMEN EXISTING DOOR TO BE DEMOLISH AND OPENING TO BE IN -FILL w w� BEDROOM �� HGT. CLNG. 74" 42'-0" NOTE: ALL WINDOW TO BE REPLACE WITH NEW LOW -E WINDOWS, PER FBC2014. EXISTING /DEMOLITION FLOOR PLAN SCALE: 1/4"z--l'-O" LEGEND: — — -- EXISTING TO BE -- - DEMOLISH 6" TYI'. 6'-8" UNIT 8'-0" UNIT (14") (17") CMAXIMUM ON CENTER TYP. AINIMUM FASTENER COUNT 6 PER VERTICAL FRAMING MEMBER 2 PER HORIZONTAL FRAMING MEMBER -TINGE & STRIKE PLATES REQUIRE TWO !-1/2" LONG SCREWS PPER LOCATION NOTES: 1. ANCHOR CALCULATIONS HAVE BEEN CARRIED WITH'THE LOW EST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE, FASTENERS ANALYZED FOR'TFHS UNIT INCLUDE /#8 AND /#10 WOOD SCREWS OR 3/16" TAPCONS. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM TABLE I1,3A OF ANSI/AF & PA NDS FOR SOUTHERN PINE LUMBER ITH A SIDE MEMBER'THICKNESS OF 1-1/4" AND ACHIEVEMENTON MIN. EMBEDMENT.'THE 3/16" TAPIOCA SINGLE SHEAR DESIGN VALUES COME FROM THE ITW AND ELCO DADE COUNTY APPROVALS RESPECTIVELY, EACH WITH MIN. 1-1/4" EMBEDMENT. 3, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO'TRANSFER LOADS TO THE STRUCTURE. SINGLE DOOR ATTACHMENT SCHEDULE N.T.S. CEILING SIMPSON SP -2 TYP. ATTACH TO EXISTING LINTEL 1/2" GYP. BD, BOTH SIDES 2x PT WOOD FRAME @ 24" O.C. SIMPSON SP -1 TYP, ATTACH TO EXISTING FLOOR EXISTING FINISHED FLOOR 3 INTERIOR WALL DETAIL, A-1 4-1/2" THICKNESS NON RATED PARTITION 4 0 N DEMOLITION NOTES: A. OWNER / CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND LEGALLY DISPOSED ALL DEBRIS. B. OWNER / CONTRACTOR SHALL FOLLOW THE GUIDE OF EPA (EPA402-K-02-003) FOR MOLD AND MOISTURE REMEDIATION ON RESIDENCE. SCOPE OF WORK: THE SCOPE OF WORK FOR THIS RESIDENTIAL PROJECT IS AN EXTERIOR AND INTERIOR RENOVATION (REPAIR) CHANGE FLOORS, WINDOWS AND EXTERIOR DOORS, NEW KITCHEN AND BATHROOMS CABINETS, INSTALL NEW A/C WITH DUCTS, NEW ADDITION BATHROOM OF APPROXIMATELY 54 SQ/FT. FURNISH LA13OR AND MATERIAL FOR THE NEW BATHROOM, INTERIOR STUCCO WALLS AND PAINT, INSTALLING ONE INTERIOR DOOR, ELECTRIC AND PLUMBING FOR NEW BATHROOM OF THE RESIDENTIAL PROJECT LOCATED AT 804 EAST 8TH STREET, SANFORD FLORIDA 32771. ALL INSTALLATIONS WILL BE DONE IN STRICT COMPLIANCE WITH THE FLORIDA BUILDING CODE SPECIFICATIONS AND CERTIFY INSTALLATION ACCORDING TO THE MANUFACTURE SPECIFICATIONS. - F I c': Im 00 L L PROPOSED FLOOR PLAN SCALE: 1/4"=1'-0" WINDOW SCHEDULE MARK SIZE QT. 7030 SH T -0"x3'-0" 1 2030 SH 2'-0"x3'-0" 4 2020 SH 2'-0"x2'4" 2 3020 SH T -0"x2'-0" 2 7020 SH 7'-0"x2'-0" 1 2630 SH 2'-6"x3'-0" 2 WINDOWS NOTE: CURENT DESIGN ACCOUNT FOR PGT WINDOWS "SH -500 VINYL" NOA 11-1013.19. CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTALLATIONS RECOMENDATIONS. IF OWNER/CON'T'RACTOR USE DIFFERENT MANUFACTURER, IT SHALL COMPLY WI'T'H EQUIVALENT VALUES AND SPECIFICATIONS. DOOR SCHEDULE DOOR SIZE THKNS MAT'L. FRAME COMMENTS 2868 DR. 2'-8"x6'-8"� 1 3/4" SOLID CORE WOOD HM EXTERIOR DOORS 2468 DR. 2'-4"x6'-8" 1 3/4" SOLID CORE WOOD HM EXTERIOR DOORS 2868 DR. 2'-8"x6'-8" 1 3/4" HOLLOW WOOD WD INTERIOR DOORS 3068 DR. T-0"4'-8" 1 3/4" HOLLOW WOOD WD INTERIOR DOORS 2468 DR. 2'-4"x6'-8" 1 3/4" HOLLOW WOOD WD INTERIOR DOORS 3068 BF 3'-0"x6'-8" 1" SOLID CORE WOOD WD BI-FOULD DOOR 2068 BF 2'-0"x6'-8" 1" SOLID CORE WOOD 1 WD BI FOULD DOOR AREAS SCHEDULE LIVING AREA 1,040 SQ FT FRONT PORCH 56 SQ Fr TOTAL AREA 1,096 SQF ROOM FINISH SCHEDULE ROOM FLOOR WALL WALL CEILING NAME FINISH BASE FINISH FINISH SCALE �J AS NOTED P-4 7� Z Z N � � w � p ® .,� � � 0 0o P_� O � J _ � 5 Z 00 ,. ?� ^ Z W . �.y C� >w W 00 u > O Q J W Q ® J W LY Z m W J C� 0 Cj Z) (o W Ill W w (n W cn U 5 w= U m 2 m ry m 0 D_ ¢o=1T�- U) O_ w r w Z a_ U U IL O 0 t=- O i (9 O ENTRY x x x LIVING ROOM X X X X KITCHEN /LAUNDRY x X x x BEDROOMS X X X x BATHROOMS x X X X FRONT PORCH x X F ONS DATE = DRAWN BY DESIGN BY R.L. E.S. DATE 0 C= M.T. JOB No. SCALE �J AS NOTED P-4 7� N � � w � p ® .,� � � 0 0o P_� O 4-1 00 ,. ?� . �.y C� 00 u w ® Michael Tho n P.E. 4750 DRAWN BY DESIGN BY R.L. E.S. DATE CHECKED BY 09-23-2016 M.T. JOB No. SCALE �J AS NOTED P-4 7� � � w � p ® .,� 0 0o P_� O 4-1 00 ,. . �.y C� 00 4) w Michael Tho n P.E. 4750 SHEET A-1 DRAWN BY DESIGN BY R.L. E.S. DATE CHECKED BY 09-23-2016 M.T. JOB No. SCALE 20160920 AS NOTED SHEET A-1 MECHANICAL LAYOUT FLOOR FLAN ME -1 SCALE: 1/4"=1'-O" AIR CONDITIONER SCHEDULE MARIA CU/AHU AREA S'E�RVED SEE PLANS NOMINAL ONS 2.0 TOTAL COODk[G CAPACITY (MBH _@ ARI) 30.0 -21.4 SENSIBLE COObf IG CAPACITY (MBH © ARI) TELEVISION OUTLET TOTAL HEATING kPACITY MBH) 19.7 SUPPLY AIR (CFM) ---% 1000 EXTERNAL STATIC PRES-`�,URE (IN. WTR.) .5 LEAVING/ENTERING TEMPERATURE (°F) 67/80 MANUFACTURER EMERGENCY LTS W/ BATTERY BACKUP, HARD WIRED ( CONNECT TO ALARM SYSTEM IF AVAILABLE) LENNOX CU MODEL 14HPX OM VOLT/PHASE 208/230-1-60 CEILING FAN WITH LIGHT MINIMUM CIRCUIT AMPS (MCA) 14.2 MAX FUSE SIZE (HACK) 20 KW WEIGHT Lbs) 155 AHU MODEL 20 KW ELEC'(RIC HEAT (KW/STAGES) 5.8 KW ELECTRIC HEAT MODEL NUMBE, ., ST 1-6HK16500806 VOLT/PHASE X20,8-'1- 60 KW MCA /w ELECTRIC HEAT 38,6 MAX FUSE SIZE w HEAT (t ACR) 5,0 EVAPORATOR FAN (-HP) 1/4 ` KW WEIGHT (Lbs) 1'13 MINIMUM SEER COP 14 TOUCHSCREEN TSTAT FOR R RL - NOTES: 1. EXTERNAL STATIC PRF,GSURE AVAILABLE AFTER COIL FAN CASING, CLEAN FILTER, AND ELECTRIC HE �ER. 2. CHECK WITH MANU ACTURER REQUIRED OPTIONS AND CONFIGURATION 3. VERIFY EQUI. If LOAD AND SPECS WITH MANUFACTURER. GENERAL MECHANICAL, NOTES: 1. VERIFY EXACT LOCATION OF AIR HANDLER UNITS AND CONDENSING UNITS PROVIDE POWER AS REQUIRED TO EACH W /DISCONNECT AND PROVIDE A 110 V FOR USE DURING MAINTENANCE. 2. VERIFY LOCATION OF WATER HEATER PROVIDE POWER W / DISCONNEC`T AS REQUIRED PROVIDE A 110 V OUTLET FOR SERVICE WORK IN AREA OF WA'T'ER HEATER IF NOT SERVICEABLE BY UNIT OUTLETS, 3. PROVIDE DIMMER SWITCH IN EVERY ROOM EXCEPT BATHROOM FOR LIGHTING. 4. VERIFY WITH OWNER AND CONTRACTOR ALL REQUIREMENTS CEILING LEGEND SYMBOL DESCRIPTION 10,0 CEILING FIXTURE SUPPLY AIR DIFFUSER SINGLE POLE SWITCH t)= DUPLEX OUTLET 110 VOLT RETURN AIR DIFFUSER TELEVISION OUTLET O THERMOSTAT 3 EXHAUST FAN DIFFUSER ELECTRICAL LEGEND SYMBOL DESCRIPTION 10,0 CEILING FIXTURE $ SINGLE POLE SWITCH t)= DUPLEX OUTLET 110 VOLT SCALE TELEVISION OUTLET O THERMOSTAT 3 THREE WAY SWITCH �GFI GROUND FAULT INTERRUPTOR *Vp WEATHER PROOFDOUPLEX OUTLET KW EMERGENCY LTS W/ BATTERY BACKUP, HARD WIRED ( CONNECT TO ALARM SYSTEM IF AVAILABLE) 150 AMP PANEL 120/2401 00 HOME RUN TO PANEL OM METER 1,5 CEILING FAN WITH LIGHT SDS co SMOKE / CARBON MONOXIDE (COMBO) DETECTORS LOCATION POWER CO. ELECTRICAL -LAYOUT FLOOR. PLAN ME -1 SCALE: 1/411-11-011 150 AMP INDOOR PANEL CENTER INTERSSYSTEM BONDING TERMINNHON PER NEC 02, 250.94 ELECTRICAL RISER. #4 GROUNDING WIRE WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OFTHE 2011 NEC #15 COPPER TO LIGH'T'S & OUTLETS #12 COPPER TO 20 AMP. CKTS #15 COPPER TO LIGHTS & OUTLETS #15 COPPER TO LIGHTS & OUTLETS /0 SER Alu ELECTRICAL METER R 1 R ' L 1JTrz a2- S-c��J 2 Vie al— EtD' tN REVISIONS DATE GENERAL, ELE(,TRICAL NOTES: 1. EXIS'T'ING STRUCI'URE'TO HAVE NEW G -F -I OUT'LE'TS A'I' KITCHEN, BATHROOMS, LAUNDRY AND EXTERIOR ELECIRICAL OUTLETS. 2. SMOKE DE'TECT'ORS W / BA'I'IERY BACKUP TO BE INS'T'ALLED IN ALL EXISTING BEDROOMS, HALLS AND LIVING ROOM AND CONNECI'ED TO NEW PER N.F.P.A. 3. ELECTRICAL SUBCONTRACTOR MOST VERIFY'I'TIE MAIN PANEL TO NEW ADDITION REQUIREMENTS. 4. LIGHTS ABOVE TUB WILL BE VAPOR PROTECTED (2011 NEC 410.:10) ARC FAULT OUT'LE'TS IN ALL NEW SPACES'TYP. NEC 2011: 406.11 TAMPER-RESISTANTRECEP TACLES IN DWELLING UNITS IN ALL AREAS SPECIFIED IN 210.52, ALL 125 -VOLT, 15 -AND 20 -AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. LOAD CALCULATION (Existing Panel 150 Amp) Air Conditioning kVA Calculation: Total wuperes = 42.00 amperes EXISTING 42 x 240 + 1000 = 10.08 kVA of air-conditioned load assume P.F. = 1.0 10,0 KW Load Included at 100%: 09-23-2016 M.T. Air conditioning (See below) SCALE 20160920 Space heater (omit, see Section 220-21 of N.E.C.) Existing Load: N r ---I 1,040 sq.ft. at 3 volt-amperes 3,1 KW Two amp. small appliance circuits 00 3,0 KW Laundry circuit 1,5 KW Oven — 4,0 KW 1 Cooking unit 4,0 KW Water heater 3,0 KW Dishwasher 1,2 KW --- Waher/Dryer 5,0 KW Total other load 34,8 KW TOTAL: 34,8 KW 1st 20 kVA at 100% 20,0 KW Remainder at 40% (14,8 kwx .4) 5,9 KW Total other load 25,9 KW .. Gross load = 25,9 = 25,900 volt-amperes (service rating) c� 25,900 volt-amperes = 25,9 240 V = 107,9 volt-amperes N GENERAL, ELE(,TRICAL NOTES: 1. EXIS'T'ING STRUCI'URE'TO HAVE NEW G -F -I OUT'LE'TS A'I' KITCHEN, BATHROOMS, LAUNDRY AND EXTERIOR ELECIRICAL OUTLETS. 2. SMOKE DE'TECT'ORS W / BA'I'IERY BACKUP TO BE INS'T'ALLED IN ALL EXISTING BEDROOMS, HALLS AND LIVING ROOM AND CONNECI'ED TO NEW PER N.F.P.A. 3. ELECTRICAL SUBCONTRACTOR MOST VERIFY'I'TIE MAIN PANEL TO NEW ADDITION REQUIREMENTS. 4. LIGHTS ABOVE TUB WILL BE VAPOR PROTECTED (2011 NEC 410.:10) ARC FAULT OUT'LE'TS IN ALL NEW SPACES'TYP. NEC 2011: 406.11 TAMPER-RESISTANTRECEP TACLES IN DWELLING UNITS IN ALL AREAS SPECIFIED IN 210.52, ALL 125 -VOLT, 15 -AND 20 -AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. LOAD CALCULATION (Existing Panel 150 Amp) Air Conditioning kVA Calculation: Total wuperes = 42.00 amperes EXISTING 42 x 240 + 1000 = 10.08 kVA of air-conditioned load assume P.F. = 1.0 10,0 KW Load Included at 100%: 09-23-2016 M.T. Air conditioning (See below) SCALE 20160920 Space heater (omit, see Section 220-21 of N.E.C.) Existing Load: 1,040 sq.ft. at 3 volt-amperes 3,1 KW Two amp. small appliance circuits at 1500 volt-amperes (includes disp.) 3,0 KW Laundry circuit 1,5 KW Oven — 4,0 KW 1 Cooking unit 4,0 KW Water heater 3,0 KW Dishwasher 1,2 KW --- Waher/Dryer 5,0 KW Total other load 34,8 KW TOTAL: 34,8 KW 1st 20 kVA at 100% 20,0 KW Remainder at 40% (14,8 kwx .4) 5,9 KW Total other load 25,9 KW Gross load = 25,9 = 25,900 volt-amperes (service rating) 25,900 volt-amperes = 25,9 240 V = 107,9 volt-amperes EXISTING PANEL 150 O.K Michael Thomp on P.E. 47509 DRAWN BY DESIGN BY R.L. E.S. DATE CHECKED BY 09-23-2016 M.T. JOB No. SCALE 20160920 AS NOTED SHEET E'- CITY OF SANFORD _ BUILDING & FIRE PREVENTION a R�� (C E11 T �s� PERMIT APPLICATION 2016 AU Q. Application No: BY: Documented Construction Value: $ Job Address: 5�c'i�I �th�� C�n ;Historic District: Yes ❑ No,N Parcel iD: ResidentialM Commercial ❑ Type of 'Work: New ❑ Addition ❑ Alteration ❑ Repair,® Demo ❑ Change of Use ❑ Move ❑ Description of Work: T; 1 r� Y c1 �C&'(-,c,(- cr, � t )C'a, t( Plan Review Contact Person: ` _AV'% Phone: ��(- 1 - `.�°I�1 Fax: �} l`�`-1 -yCi< -i ` LI Email: Property Owner Information Name ?7l�a�ta r��tfCr�, �n�nl 't�C'. Phone: `7a?A"���>_�` A Street: Ct Resident of property? ° \A c-) City, State Zip: � i�S'\C� n � n � � � 1. � . Contractor Information Name �nfc 5\ M n1k i uu�a Phone: 40— Street: %4? 1 ����� �, C�Cz, su A, ?_L Fax City, State Zip: (DrAcr) C— n C`L 2.` (')qState License No.: Name: Street: City, St, 'Zip, Bonding Company: Address: 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 TWICP: FOR IMPROVEMENT'S TO YOUR PROPER'T'Y. 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. 1 certify that no work or installation has conunenced 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 roust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FOC 105.3 Shall be inscribed with the date of application and the code in effect its of that date: 5`h Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application g 1 5 w Fultalrl siYOV c rtI f'rlln©lerVr�" �aR11i1t3ie 17 �V{� ft) tir' E Commercial St b `< )> Fart Mallen Park 0 (�D w 1st St E 1st St Cn E 1st St m'? I Q lu _ M 3 z w 3 ;D1 d -St E 2nd St Ca > > ®" CIL E2ndSt Tai I t r tD w 3rd Et F 3rd St E :3rd St 1w E end 5t W 4th St E 4th St E 4th St _ Q _ a E Ob St W 11th St E I 1 th St w 151h St ' 1Ai. 1^ L^....^ ATIIA ., LOCATION MAP STRUCTURAL NOTES: .a. w -.i.. - A E 16th St' r� 0 R 0_ ro 415 M < < E 14th St E 9th St FBC 2014 EXISTIN-�i BUILDINGS - CHAPTER 5 REPAIRS F 12tht 1 in Sanford ■ ' Healthcare & STRUCTURAL DESIGN CRITERIA Rehab Oentef Snfrd • E 11th St 4 ,x E 11th St NUMBER OF STORIES- ONE ., BASIC WIND SPEED: 140 • . 0 )Idsboro Blvd W 13th St INTERNAL PRESSURE COEFFICIENTS: SHEET E 13th St Ce cn rn cn rn � co Celery Alvc O NCT W 14th S1 `° WIND INPORTANCE FACTOR: 2 0 ROOF DESIGN WIND PRESSURE: 30 P.S.F. DEAD LOAD- 20 P.S.F. RECORD COPY FBC, SECTION 1604.6 � 1 � SOIL BEARING PRESSURE = 27000. P.S.F. MIN. ROOF & WIND LOADS w 151h St ' 1Ai. 1^ L^....^ ATIIA ., LOCATION MAP STRUCTURAL NOTES: .a. w -.i.. - A E 16th St' r� 0 R 0_ ro 415 M < < E 14th St e 2) � Hamilton � Elementary School E 9th St FBC 2014 EXISTIN-�i BUILDINGS - CHAPTER 5 REPAIRS R.L. Healthcare & STRUCTURAL DESIGN CRITERIA Rehab Oentef Snfrd • E 11th St 4 ,x E 11th St NUMBER OF STORIES- ONE NUMBER OF STORIES- TWO BASIC WIND SPEED: 140 • . 0 INTERNAL PRESSURE COEFFICIENTS: SHEET 20' MAX. 35' MAX. BUILDING, ENCLOSED - +/- 0.18 OC) Celery Alvc e 2) � Hamilton � Elementary School PI umosa Dr ,.. G, Valencia St 1. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS FOR SLAB AND FOOTINGS. PROVIDE 3000 P.S.I. AT 28 DAYS FOR TIE BEAMS AND CONCRETE FILLED BLOCK CELLS. 2. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL MINIMUM GRADE 60 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A617 OR A706. U.N.O. 3. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C30 OR C145 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P.S.I. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270. 5. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS IN ACCORDANCE W/ ASTM C1019 OR ASTM C476. 6. ALL SOIL SUPPORTING FOUNDATIONS AND PILINGS SHALL BE PREPARED AND INSTALLED AS PER S.B.C. SOIL DENSITY TESTS AND BEARING CAPACITY SHALL BE VERIFIED TO PROVIDE ASBP=2000 PSF PRIOR TO POURING FOUNDATIONS OR DRIVING PILES. 7. FILL FOR FLOOR SLABS 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, FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS. 8. ALL MASONRY OPENINGS TO BE PRECAST UNLESS NOTED OTHERWISE. 9. REINFORCEMENT BAR SPLICES OTHER. #5 BAR - 25" MIN. #3 TIES - 15" MIN. #7 BAR - 35" MIN. W.W.F. - 15" MIN. 10. WINDOW & DOOR BUCK ATTACHMENTS ARE DESIGNED TO 140 M.P.H. WINDS 11. ALL INTERIOR BEARINGS WALLS TO BE #3 KD S.Y.P. OR #2 S.P.F. U.N.O. 12. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADE LUMBER HAVING A FIBER STRESS OF AT LEAST 1200 PSI (Fb) 13. TRUSS CONNECTORS SHOWN ON THESE DRAWINGS HAVE BEEN SELECTED BASED ON LOADING ASSUMPTIONS BY THE TRUSS DESIGNER AND AS OUTLINED IN SSTD 10-96 14. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWING ARE INTENDED TO BE TYPICAL, AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. WOOD CONSTRUCTION NOTES: 1. ALL INTERIOR BEARING WALLS TO BE #3 KD S.Y.P. OR #2 S.P.F. U.N.O. 2. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADED LUMBER, HAVING A FIBER STRESS OF @ LEAST 1200 P.S.I. (FB.) 3. ALL EXTERIOR BEARING WALLS TO BE #3 KD S.Y.P. OR #2 S.P.F. U.N.O. STUDS SHALL BE SPACED. WATER HEATER NOTES: 1. WATER HEATER T & P RELIEF TO BE FULL SIZE TO EXTERIOR. 2. WATER HEATER @ FLOOR LEVEL VALVE TO BE IN A PAN W/ DRAIN TO EXTERIOR. (W/ THERMAL EXPANSION DEVICE). DRYWALL NOTES: GYPSUM BOARD FASTENER SCHEDULE. SPEC'S FOR 1/2" GYP.BOARD. 1. NAILS CEILING -5d COOLERS @ 7" O.C. WALL- 5d COOLERS @ 8" O.C. GA -216 5.5, ASTM C 514 2. SCREWS- CEILING- 1 1/8" LONG GALV. @ 12" O.C. WALL- 11/8" LONG GALV. @ 12" O.C. GA -216 5.7, ASTM C 1002. FLASHING NOTES: 1. VALLEY FLASHING METAL IS TO BE GALVANIZED STEEL -26 g. NAILED @ 12" O.C. MAX. 2. DRIP EDGE SHALL BE PROVIDED @ EAVES AND GABLES OF SHINGLES ROOFS, AND OVERLAPPED A MIN. 2 INCHES. DRIP EDGE SHALL BE FASTENED A MAX. OF 12 INCHES O.C. FBC. 1507.3.9.3 3. CONT. FLASHING @ ROOF TO WALL INTERSECTION. Residential Alteration 804E 8th St, Sanford, F 32771 FBC 2014 EXISTIN-�i BUILDINGS - CHAPTER 5 REPAIRS R.L. ALTERATION LEVEL 2 STRUCTURAL DESIGN CRITERIA O CONSTRUCTION TYPE V -B RESIDENTIAL ,x B NUMBER OF STORIES- ONE NUMBER OF STORIES- TWO BASIC WIND SPEED: 140 BUILDING HEIGHT- crn INTERNAL PRESSURE COEFFICIENTS: SHEET 20' MAX. 35' MAX. BUILDING, ENCLOSED - +/- 0.18 OC) 14th O NCT �z WIND INPORTANCE FACTOR: 2 LIVE LOAD- 40 P.S.F. ROOF DESIGN WIND PRESSURE: 30 P.S.F. DEAD LOAD- 20 P.S.F. RECORD COPY FBC, SECTION 1604.6 � 1 � SOIL BEARING PRESSURE = 27000. P.S.F. MIN. ROOF & WIND LOADS ROOF LOADS: TOP CHORD LIVE LOAD: 20.0 ROOF LIVE LOAD- 30 P.S.F. ROOF DEAD LOAD- SHINGLE: 20 P.S.F. REVIEWED FORDE COMPLIANCE TOP CHORD DEAD LIVE LOAD: 7.0/15.0 TILE: 40 P.S.F. BOTTOM CHORD DEAD LIVE LOAD: 10.0 PLANS EXAMINER WIND IMPORTANCE FACTOR- 2.00 ROOF LIVE LOAD EQUALS WIND LOADS, FBC 1604.6 BASIC WIND SPEED- 140 M.P.H. DATE ROOF DEAD LOAD EQUALS WEIGHTS OF MATERIALS WIND IMPORTANCE FACTOR- 2.00 SANFORD BUILDING DIVISION AND CONSTRUCTION.FBC TABLE Al SECT. 4101. WIND EXPOSURE- B A PERMIT ISSUED SHALL BE CONSTRUED TO BE A FLOOR LOADS:APPLICABLE INTERNAL PRESSURE LICENSE TO PROCEED WITH THE WORK AND NOT AS ITY , CANCEL, ALTERSET FLOOR LIVE LOAD EQUALS LOAD PRODUCED BY ASIDE ANRY OF TOHEI P OTVISIONS OF THE TECOHN CAL COEFFICIENT- + INCREASE +.18 CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT htlonten�lrrla J&ve PI umosa Dr ,.. G, Valencia St 1. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS FOR SLAB AND FOOTINGS. PROVIDE 3000 P.S.I. AT 28 DAYS FOR TIE BEAMS AND CONCRETE FILLED BLOCK CELLS. 2. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL MINIMUM GRADE 60 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A617 OR A706. U.N.O. 3. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C30 OR C145 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P.S.I. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270. 5. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS IN ACCORDANCE W/ ASTM C1019 OR ASTM C476. 6. ALL SOIL SUPPORTING FOUNDATIONS AND PILINGS SHALL BE PREPARED AND INSTALLED AS PER S.B.C. SOIL DENSITY TESTS AND BEARING CAPACITY SHALL BE VERIFIED TO PROVIDE ASBP=2000 PSF PRIOR TO POURING FOUNDATIONS OR DRIVING PILES. 7. FILL FOR FLOOR SLABS 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, FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS. 8. ALL MASONRY OPENINGS TO BE PRECAST UNLESS NOTED OTHERWISE. 9. REINFORCEMENT BAR SPLICES OTHER. #5 BAR - 25" MIN. #3 TIES - 15" MIN. #7 BAR - 35" MIN. W.W.F. - 15" MIN. 10. WINDOW & DOOR BUCK ATTACHMENTS ARE DESIGNED TO 140 M.P.H. WINDS 11. ALL INTERIOR BEARINGS WALLS TO BE #3 KD S.Y.P. OR #2 S.P.F. U.N.O. 12. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADE LUMBER HAVING A FIBER STRESS OF AT LEAST 1200 PSI (Fb) 13. TRUSS CONNECTORS SHOWN ON THESE DRAWINGS HAVE BEEN SELECTED BASED ON LOADING ASSUMPTIONS BY THE TRUSS DESIGNER AND AS OUTLINED IN SSTD 10-96 14. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWING ARE INTENDED TO BE TYPICAL, AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. WOOD CONSTRUCTION NOTES: 1. ALL INTERIOR BEARING WALLS TO BE #3 KD S.Y.P. OR #2 S.P.F. U.N.O. 2. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADED LUMBER, HAVING A FIBER STRESS OF @ LEAST 1200 P.S.I. (FB.) 3. ALL EXTERIOR BEARING WALLS TO BE #3 KD S.Y.P. OR #2 S.P.F. U.N.O. STUDS SHALL BE SPACED. WATER HEATER NOTES: 1. WATER HEATER T & P RELIEF TO BE FULL SIZE TO EXTERIOR. 2. WATER HEATER @ FLOOR LEVEL VALVE TO BE IN A PAN W/ DRAIN TO EXTERIOR. (W/ THERMAL EXPANSION DEVICE). DRYWALL NOTES: GYPSUM BOARD FASTENER SCHEDULE. SPEC'S FOR 1/2" GYP.BOARD. 1. NAILS CEILING -5d COOLERS @ 7" O.C. WALL- 5d COOLERS @ 8" O.C. GA -216 5.5, ASTM C 514 2. SCREWS- CEILING- 1 1/8" LONG GALV. @ 12" O.C. WALL- 11/8" LONG GALV. @ 12" O.C. GA -216 5.7, ASTM C 1002. FLASHING NOTES: 1. VALLEY FLASHING METAL IS TO BE GALVANIZED STEEL -26 g. NAILED @ 12" O.C. MAX. 2. DRIP EDGE SHALL BE PROVIDED @ EAVES AND GABLES OF SHINGLES ROOFS, AND OVERLAPPED A MIN. 2 INCHES. DRIP EDGE SHALL BE FASTENED A MAX. OF 12 INCHES O.C. FBC. 1507.3.9.3 3. CONT. FLASHING @ ROOF TO WALL INTERSECTION. Residential Alteration 804E 8th St, Sanford, F 32771 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 MPH WIND LOAD REQUIREMENTS OF SECTION III OF THE FLORIDA BUILDING CODE 2014 EDITION RESIDENTIAL, ITS REVISIONS AND SUPPLEMENTS THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE THE MECHANICAL, ELECTRICAL & PLUMBING REQUIREMENTS OF ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCE. REVISIONS DATE O 1 � w 1 FBC 2014 EXISTIN-�i BUILDINGS - CHAPTER 5 REPAIRS R.L. ALTERATION LEVEL 2 STRUCTURAL DESIGN CRITERIA O CONSTRUCTION TYPE V -B RESIDENTIAL EXPOSURE CATEGORY: B NUMBER OF STORIES- ONE NUMBER OF STORIES- TWO BASIC WIND SPEED: 140 BUILDING HEIGHT- BUILDING HEIGHT - INTERNAL PRESSURE COEFFICIENTS: SHEET 20' MAX. 35' MAX. BUILDING, ENCLOSED - +/- 0.18 OC) O NCT FLOOR WIND INPORTANCE FACTOR: 2 LIVE LOAD- 40 P.S.F. ROOF DESIGN WIND PRESSURE: 30 P.S.F. DEAD LOAD- 20 P.S.F. RECORD COPY FBC, SECTION 1604.6 � 1 � SOIL BEARING PRESSURE = 27000. P.S.F. MIN. ROOF & WIND LOADS ROOF LOADS: TOP CHORD LIVE LOAD: 20.0 ROOF LIVE LOAD- 30 P.S.F. ROOF DEAD LOAD- SHINGLE: 20 P.S.F. REVIEWED FORDE COMPLIANCE TOP CHORD DEAD LIVE LOAD: 7.0/15.0 TILE: 40 P.S.F. BOTTOM CHORD DEAD LIVE LOAD: 10.0 PLANS EXAMINER WIND IMPORTANCE FACTOR- 2.00 ROOF LIVE LOAD EQUALS WIND LOADS, FBC 1604.6 BASIC WIND SPEED- 140 M.P.H. DATE ROOF DEAD LOAD EQUALS WEIGHTS OF MATERIALS WIND IMPORTANCE FACTOR- 2.00 SANFORD BUILDING DIVISION AND CONSTRUCTION.FBC TABLE Al SECT. 4101. WIND EXPOSURE- B A PERMIT ISSUED SHALL BE CONSTRUED TO BE A FLOOR LOADS:APPLICABLE INTERNAL PRESSURE LICENSE TO PROCEED WITH THE WORK AND NOT AS ITY , CANCEL, ALTERSET FLOOR LIVE LOAD EQUALS LOAD PRODUCED BY ASIDE ANRY OF TOHEI P OTVISIONS OF THE TECOHN CAL COEFFICIENT- + INCREASE +.18 CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT RESIDENTIAL OCCUPANCY. FBC TABLE 1604.1 NEGATIVE INCREASE A REQUIRINGTHE BUILDING OFFICIAL A CORRECTION OF ERRORS THEREAFTER ERRO SIN PNS, FLOOR DEAD LOAD EQUALS WEIGHTS OF MATERIALS CONSTRUCTION OR VIOLATIONS OF THIS CODE AND CONSTRUCTION. FBC TABLE Al SECT. A101. DESIGN PARAMETERS WINDOW DESIGN WIND PRESSURE: 2- STORY MAX. HGT. - 3.5'-0" = 26.8 P.S.F. @ 140 M.P.H. A. POSITIVE PRESSURE OF 22 P.S.F. B. NEGATIVE PRESSURE OF 30 P.S.F. O � O��LI�INc DOOR DESIGN WIND PRESSURE: N SLIDING GLASS DOORS: ALL SIZES SANFORD Z 6 A. POSITIVE PRESSURE OF 21. P.S.F. B. NEGATIVE PRESSURE OF 28 P.S.F. ENTRY DOORS: ALL CONFIGURATIONS A. POSITIVE PRESSURE OF 20 P.S.F. DRAWING INDEX B. NEGATIVE PRESSURE OF 25 P.S.F. SHEET NO. CVR. COVER GARAGE DOORS: ALL GARAGE DOORS SHEET NO. A-1 EXISTING / DEMOLITION FLOOR PLAN A. POSITIVE PRESSURE OF 20 P.S.F. AND PROPOSED FLOOR PLAN B. NEGATIVE PRESSURE OF 24.5 P.S.F. SHEET NO. ME -1 MECHANICAL / ELECTRICAL FLOOR PLANS THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 MPH WIND LOAD REQUIREMENTS OF SECTION III OF THE FLORIDA BUILDING CODE 2014 EDITION RESIDENTIAL, ITS REVISIONS AND SUPPLEMENTS THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE THE MECHANICAL, ELECTRICAL & PLUMBING REQUIREMENTS OF ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCE. REVISIONS DATE O 1 � w 1 DESIGN BY R.L. E.S. DATE O O 09-20-2016 M.T. JOB No. SCALE N � AS NOTED SHEET 424 i� OC) O NCT irs � I � 1 � 1 � 1 O 00 ct �U O O � .v N 411%+-� Michael Thompson P.E. 47509 DRAWN BY DESIGN BY R.L. E.S. DATE CHECKED BY 09-20-2016 M.T. JOB No. SCALE 20160920 AS NOTED SHEET 424 4 irs � I � 1 � 1 � 1 O 00 411%+-� Michael Thompson P.E. 47509 DRAWN BY DESIGN BY R.L. E.S. DATE CHECKED BY 09-20-2016 M.T. JOB No. SCALE 20160920 AS NOTED SHEET IT 0 L I $P. -- - - - - - -' — ---A I I -- NOTE: ALL WINDOW TO BE REPLACE WITH NEW LOW -E WINDOWS, PER FBC 2014. EXISTING /DEMOLITION FLOOR PLAN SCALE: 1/4"=1'-O" LEGEND: — — — — — EXISTING TO BE — — — — DEMOLISH 6" TYP. 6'-8" UNIT 8'-0" UNIT (14") (17") CMAXIMUM ON CENTER TYP. ✓IINIMUM FASTENER COUNT 6 PER VERTICAL FRAMING MEMBER 2 PER HORIZONTAL FRAMING MEMBER IINGE & STRIKE PLATES RL'QUIRETWO A/2" LONG SCREWS PPER LOCATION NOTES: 1. ANCHOR CALCULATIONS IIAVE BEEN CARRIED WITH THE LOWEST (LEAS'T') FASTENER RATING FROM TILE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. FAS'T'ENERS ANALYZED FOR TIUS UNIT INCLUDE #8 AND #10 WOOD SCREWS OR 3/16" TAPCONS. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM'I'ABLE 11.3A OF ANSI/AF & PANDS FUR SOU'T'HERN PINE LUNIBER ITH A SIDE MEMBER THICKNESS OF'I-1/4" AND ACHIEVEMENT ON MIN. EMBEDMENT. THE 3/1B' TYVIOCA SINGLE SHEAR DESIGN VALUES COME FROM THE ITW AND ELCO DADE COUNTY APPROVALS RESPECTIVELY, EACH WITH MIN. 1-1/4" EMBEDMENT. 3. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS'TO THE STRUCTURE. SINGLE DOOR ATTACHMENT SCHEDULE N.T.S. CEILING SIMPSON SP-2'CYP. NI`FACH TO EXISTING LINTEL 1/2" GYP. BD. BOTII �rDES PT WOOD FRAME 24" O.C. MPSON SP -1 TYP. I"I'ACII TO EXISTING FLOOR LISTING FINISI1ED FLOOR /-3\ INTERIOR WALL DETAIL -� 4-I/2" THICKNESS NON RA'Z'ED PAR'T'I'T'ION i DEMOLITION NO'T'ES: A. OWNER/ CONTRACTOR SHALL BE RESPONSIBLETO REMOVE AND LEGALLY DISPOSED ALL DEBRIS. B. OWNER/ CON'TRACT'OR SHALL FOLLOW THE GUIDE OF EPA (EPA402-K-02-003) FOR MOLD AND MOISTURE REMED1A711ON ON RESIDENCE, SCOPE OF WORK: THE SCOPE OF WORK FOR THIS RESIDENTIAL PROJECT IS AN EXTERIOR AND INTERIOR RENOVATION (REPAIR) CHANGE FLOORS, WINDOWS AND EXTERIOR DOORS, NEW KITCHEN AND BATHROOMS CABINETS, INSTALL NEW A/C WITH DUCTS, NEW ADDITION BATHROOM OF APPROXIMATELY 54 SQ/FT. FURNISH LABOR AND MATERIAL FOR THE NEW BATHROOM, INTERIOR STUCCO WALLS AND PAINT, INSTALLING ONE INTERIOR DOOR, ELECTRIC AND PLUMBING FOR NEW BATHROOM OF THE RESIDENTIAL PROJECT LOCATED AT 804 EAST 8TH STREET, SANFORD FLORIDA 32771. ALL INSTALLATIONS WILL BE DONE IN STRICT COMPLIANCE WITH THE FLORIDA BUILDING CODE SPECIFICATIONS AND CERTIFY INSTALLATION ACCORDING TO THE MANUFACTURE SPECIFICATIONS. L PROPOSED FLOOR PLAN SCALE: 1/4"=V-0" WINDOWS NOTE: CURENT DESIGN ACCOUNT FOR PGT WINDOWS "SH -500 VINYL" NOA 11-:10.13.19. CONTRACTOR SUALL FOLLOW MANUFACT'URER'S INSTALLATIONS RECOMENDNHONS. ZF OWNER/CONT'RACT'OR USE DIFFERENT MANUFACTURER, IT S1-lALL COMPLY Will I EQUIVALENT VALUES AND SPECIFICA'T'IONS. DOOR SCHEDULE DOOR SIZE THKNS MAT'L. FRAME COMMENTS 2868 DR. 2'-8"x6'-8" 1 3/4" ALUMINUM / GLASS HM EXTERIOR DOORS 2468 DR. 2'-4"x6'-8" 1 3/4" ALUMINUM / GLASS HM EXTERIOR DOORS 2868 DR. 2'-8"x6'-8" 1 3/4" SOLID CORE WOOD WD INTERIOR DOORS 3068 DR. 3'-0"x6'-8" 1 3/4" SOLID CORE WOOD WD INTERIOR DOORS 2468 DR. 2'-4"x6'-8" 1 3/4" SOLID CORE WOOD WD INTERIOR DOORS 3068 BF 3'-0"x6'-8" 1" SOLID CORE WOOD WD BI-FOULD DOOR 2068 BF _z' 0"x6' 8" 1" SOLID CORE WOOD WD BI-FOULD DOOR III J -r2 02 StvDoQ, 4-0-f- Foc dvj 6+n41u'-M C f -off Ta CLur-I il.vr��ii.�Cr vak I1JtlY�C�1w-) t`'-z'`.r,`��`,�„J QR'\°�LTo �JIZrr1C:.• AREAS SCHEDULE LIVING AREA :1,040 SQ F1' FRONT PORCH 56 SQ f .0 TOTAL AREA 1,096 SQF ROOM FINISH SCHEDULE ROOM FLOOR WALL WALL CEILING NAME FINISH BASE FINISH FINISH M.T. JOB No. C� ® I n o •� 1 M A-1 o �4 Q Z_ Z_ o tn ( N �. Q � OM Q CNS G_ O_ � cd Q 1 W ct W z U O 0 r-. 0®0 lci u z 4.1s W .� z w w a- O ' } Q 2 W _ Q 2E W = D F— W ~ m � O � (9 2 07 W W W W m Cf) U_ U c� U) O W = _ m � m w Q O F- ? F- >- a U U m (D O (D O ENTRY x X X LIVING ROOM X X x X KITCHEN/LAUNDRY x X X X BEDROOMS X X _ x X BATHROOMS X X X X FRONT PORCH x x F ONS DATE SANFORD O 7016.2226 I IAJC� Michael ThompsW P.E. 47509 DRAWN BY DESIGN BY R.L. E.S. DATE CHECKED BY 09-20-2016 M.T. JOB No. C� ® I n o •� 1 M A-1 o �4 Q 1 o tn ( N �. •� � OM � CNS � cd Q 1 ct z U O � 0®0 lci u W 4.1s SANFORD O 7016.2226 I IAJC� Michael ThompsW P.E. 47509 DRAWN BY DESIGN BY R.L. E.S. DATE CHECKED BY 09-20-2016 M.T. JOB No. W ® I n o •� 1 M A-1 o �4 Q 1 o 1 ® O Q 1 z � 0®0 W SANFORD O 7016.2226 I IAJC� Michael ThompsW P.E. 47509 DRAWN BY DESIGN BY R.L. E.S. DATE CHECKED BY 09-20-2016 M.T. JOB No. SCALE 20160920 AS NOTED SHEET A-1 _1\ MECHANICAL LAYOUT FLOOR PLAN SCALE: 1/411=11-0'1 AIR CONDITIONER SCHEDULE K CU/AH ARE SERVED SEE LANS NOMINA TONS 40 TOTAL CO G CAPACITY (MESH © ARI) 30.0 SENSIBLE CO(NG CAPACITY MBH © ARI 21.4 19.7 TOTAL HEATING L ACITY (MBI -I) SUPPLY AIR CFM 1000 EXTERNAL STA TIC PRES RE (IN. WTR.) .5 LEAVING ENTERING TEMPE URE (°F) 67/80 MANUFACTURER _ LENNOX CU MODEL 14HPX 150 AMP PANEL 120/240 1 VOLT/PHASE 208/230-1-60 M MINIMUM CIRCUIT AMPS MCA 14.2 CEILING FAN WITIl LIGI IT MAX FUSE SIZE (HACK) x 20 WEIGHT Lbs 155 AHU MODEL 20 ELECTRIC HEAT KW STAGES 5.8 1,2 ELECTRIC I SAT MODEL NUM R S1-6FIK16500806 tn VOLT PHAS= 208-1-60 5,0 MCA /w ELECTRIC HEAT 3 8. 6 34,8 MAX FUSE SIZE w HE (HACR) 40 EVAPORATOn FAN (II—' P) 1 Remainder at 40% (14,8 kwx .4) 5,9 KW WEIGHT Lbs' 113 MINIMUM SEER/COP 14 NN TOUCHSCREEN TSTAT F� RPRL — NOTES:/S-TU 1. EXTERNRESSURE AVAILABLE AFTER COIL FAN CASING, CLEAN FILTER, ANDATER. 2. CHECKACTURER REQUIRED OPTIONS AND CONFIGURATION 3. VERIFY EQUIPMEIT LOAD AND SPECS WITH MANUFACTURER. Ll GENERAL NMCIIANICAL NOTES: I. VERIFY EXACT LOCA'T'ION OF AIR HANDLER UNITS AND CONDENSING UNIT'S PROVIDE POWER AS RI QUIRED TO EACH W /DISCONNECT' AND PROVIDE At0 V FOR USE DURING MAINTENANCE. 2. VERIFY LOCATION OF WATER HEATER PROVIDE POWER W /DISCONNEGI'AS REQUIRED PROVIDEA110 V OUTLET FOR SERVICE WORKIN AREA OF WATER HEN-UER IF NOT SERVICEABLE BY UNIT OUTLETS, 3. PROVIDE DIMMER SWITCII IN EVERY ROOM EXCEY'1' BATFIROOM FO1Z LIGHTING. 4. VERIFY WITU OWNER AND CONTRACTOR ALL REQUIREMENTS CEILING LEGEND SYMBOL DESCRIPTION 10,0 ® $ SUPPLY ATR DIFFUSER 0- DUT'LEXOUTLE'1' 110 VOLT FD TELEVISION OUTLET RETURN AIR DIFFUSER •rr1ERMOSTAT $} 'I'I11WEWAY SWITUI EXIJAUST FAN DIFFUSER 2 ELECTRICAL LAYOUT FLOOR PLAN ME -1 SCALE: 1/411=11-011 ELECTRICAL LEGEND SYMBOL DESCRIPTION 10,0 CEILING FLYTURE $ SINGLE POLE S WUCH 0- DUT'LEXOUTLE'1' 110 VOLT FD TELEVISION OUTLET O •rr1ERMOSTAT $} 'I'I11WEWAY SWITUI '5fGFI GROUND FAUUr INTERRUPTOR '5NP WEAITHERPROOFDOUPLEXOU'FLGT Fe 'TELEVISION OUT'LE'T �-Z-1 EMERGENCY L'CS W/ BIVITERY BACKUP, I IARD WIRED (CONNECr'1'0 ALARM SYSTEM IF AVAILABLE ) ® 150 AMP PANEL 120/240 1 -� I IOME RUN TO PANEL M ME'T'ER I Cooking unit,0 CEILING FAN WITIl LIGI IT sun co SMOKE /CARBON MONOXIDE (COMBO) DETECTORS LOCA'T'ION GENERAL ELLGurRICAL NOTES: 1. EXIS'T'ING STRUC'T'URE TO HAVE NEW G -F -I OUTLETS A'I' KITCILEN, BAT[IROOMS, LAUNDRY AND EX'T'ERIOR ELECTRICAL OU'TLE'TS. 2. SMOKE DETECI'ORS W / 13A'ITERY BACKUP TO BE INSTALLED 1N ALL EXISTING BEDROOMS, I IALLS AND LIVING ROOM AND CONNECTED TO NEW PER NX.P.A. 3. ELECTRICAL SUBCON'TRACT'OR MOSTVERIFY TILE MAIN PANELTO NEW ADDITI0N TZEQUIREMENTS. 4. LIGHTS ABOVE'TUB WILL BE VAPOR PROTECTED (2011 NEC 410.10) ARC FAULT' OUTLETS IN ALL NEW SPACES TYP. NEC 2011: 406.1.1 'TAMPER-RESISTANT RECEP'T'ACLES IN DWELLING UNITS IN ALL AREAS SPECIFIED IN 210.52, ALL 125 -VOLT, 15 -AND 20 -AMPERE RECEPTACLES SL[ALL BE LIS'T'ED TAMPER RE,ESISTANT RECEPTACLES. LOAD CALCULATION (Existing Yane l 150 Arnp) Air Couditionino kVA Calculation: 'Total amperes = 42.00 amperes EXIS'T'ING 42 x 240 + 1000 = 10.08 kVA of air-conditioned load assume P.F. = LO 10,0 KW Load Included at 100%: DATE Air conditioning (See below) 09-20-2016 Space treater (omit, see Section 220-21 of N.E.C.) JOB No. Existing Load: P1 1,040 sq.ft. at 3 volt-amperes 3,1 KW Two anip. small appliance circuits �-Z-1 4_j at 1500 volt-amperes (includes lisp.) Laundry circuit 3,0 1,5 KW KW Oven 0 I Cooking unit,0 4,0 KW KW Water heater 30 KW Dishwasher 1,2 KW Wahcr/Dryer tn ® N 5,0 KW Total other load 34,8 KW TOTAL: 34,8 KW 1st 20 kVA at 100% 20,0 KW Remainder at 40% (14,8 kwx .4) 5,9 KW L'otal other load 25,9 KW Gross load = 25,9 = 25,900 volt-amperes (service rating) 25,900 volt-amperes = 25,9 + 240 V = 107,9 volt-amperes EXISTING PANEL 150 O.K. ELEC`IUICAL METER REVISIONS DATE Michael Thompson P.E. 47509 DRAWN BY DESIGN BY R.L. E.S. DATE CHECKED BY 09-20-2016 M.T. JOB No. SCALE P1 AS NOTED SHEET ME �-Z-1 4_j O ct 0 r�T �m�OcnN ® 4.� tn ® N ' r ct j O N d' J 00U s 00 Michael Thompson P.E. 47509 DRAWN BY DESIGN BY R.L. E.S. DATE CHECKED BY 09-20-2016 M.T. JOB No. SCALE P1 AS NOTED SHEET ME -1 M O ct 0 r�T ' r ct J 00U 00 Michael Thompson P.E. 47509 DRAWN BY DESIGN BY R.L. E.S. DATE CHECKED BY 09-20-2016 M.T. JOB No. SCALE 20160920 AS NOTED SHEET ME -1 1