HomeMy WebLinkAbout709 Magnolia Ave 15-2186 (A) PLUMBINGj��
OCT 2'0 2015
-CITY OF SANFORC
` r BUILDING & FIRE PREVENTIOt
PERMIT APPLICATIOF
Application No:
j r ^ �- ? io Documented Construction Value: $j_1__9 11 0
Job Address: ^ I e ° ��
� e Historic District: Yes ❑ No 11
Parcel ID: Zoning;
Description of Work:
Plan Review Contact Person: C� 1� fes,
Title:
o 23 •7 S"/ 5 Fax,: `ti � � �3 . o'S�j E-mail:
Phone: "47 . Y3
Property Owner Information
Name, i� J' A erj Phone:
Street:
Resident of property?
City, State Zip::
Contractor Information
ADVANTAGE PLUMBING �Mn Phone:
Name BOK 1117 V 3 z 3 J g
SANFORD, FLORIDA 3?77�— Fax: 7
7.
Street: �� 1515
City, State Zip:
State License No.:
Name:
Street:
City; St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit
Construction Type: No. of Stories:
Square Footage:
No. of Dwelling Units: Flood Zone:
Electrical 0 Plumbinpm
New Construction - No. of Fixtures:
New Service - No. of AMPS: S
Mechanical 0 (Duct layout 'required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
DRAW,IN-G INDEX
COVER SHEET STE PLAN
IIS✓I L- SUN PLUMBING PLAN
ELECTRICAL PLAN.'
--
ELEVAMON J. SECTION.
7 3/4"
PLASTER OVER LATH,
3/4 VINYL SIDING
1/4" • DRYWALL
3/16" ASBESTOS SHINGLES
3/4" SHIP LAP. SIDING
2x4 WOOD STUDS
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11
" 11,
--------------
n1 not
U.N.O. ALL INTERIOR WALLS BEII
BE NON-BEARING WALLS; CONTF�.., i vrt io i v ricL.0 V emir T
DURING DEMO/CONSTRUCTION, IF IT IS DETERMINED THAT
ANY ACTUAL CONDITIONS DIFFER FROM WHAT IS SHOWN
ON PLANS, CONTRACTOR TO CONTACT ENGINEER FOR
FURTHER REVIEW
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NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND
- LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL
EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10.
1, WIND SPEED= 139 MPH ULTIMATE WIND .SPEED(Vult)AND 10814PH(Vasd)
2, RISK CATEGORY 2
CONSTRUCTION TYPE- SINGLE FAMILY RESIDENCE M
'3.'WIND EXPOSURE -CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 A14D
•- HEIGHT 6 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
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Generol Lumber Notes
All Lumber to be Southern Yellow Pirid 12 with maximum content of moisture 19X
Exterior Lumber to be Pressure irepted. Studs May Be Spruce 12.
Footings have been designed for a
General Foundation 'Notes : soff beaking pressure of 2000 PSF.
1, Al! eoncrete slabs shall have"a compressive strength of not less than 250( TSI
28 days.
Slabs shall be reinforEed with' fiber mesh on 6 mil. vapor barrier over clean
compacted termite treated fill. :
2: Concrete footings shall have a compressive strength of not less than 2500 Psi
28 day's.
Reinforce footings with 0 5 bars as indicated. All bars shall be deformed, and shall
conform to ASTM designation A305, and be clean and free from rust aro scala.
Splices'shall overlap -at least 25"•
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CryYSvM eoAreo NAIUNG PATTERNS
USE 5d NAIL6 AT 1' O.C.. 6PACING Ir
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BUILDXNG AREA SQUARE FOOTAGE CALCULATIONS
ARE DONE BY THE ARCHITECT/DESIGNER. T.S.
r CHEHAL, PE. WILL BEAR NO RESPONSIBILTY
.. �' 7--
'00K
QOK FOR ACCURACY. BUILDER/OWNER TO VERIFY THAT
L-• L� THE CALCULATIONS ARE CORRECT•
NOTE : STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND ADDITIONAL S 0. FTG. TABULATION:
• LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL ,
EDITION SECTION R301 DESIGN,CRITERIA AND INCLUDING ASCE 7-10.
1. WINDSPEEDS 139 MPH ULTIMATE WIND SPEED(Vult)AND 108MPH(Vasd)
2. RISK CATEGORY 2.. ADDITIONAL LIVING AREA 97 sq. f eet
CONSTRUCTION TYPES SINGLE FAMILY RESIDENCE (V)
3. WIND EXPOSURE- CATEGORY C -
4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS, :18 AND
.HEIGHT 6 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 -
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PLUMBING NOTES
ALL PLUMBING TO BE INSTALLED IN ACCORDANCE WITH 'THE
2010 FLORIDA RESIDENTIAL BUILDING CODE - PLUMBING
WATER SUPPLY PIPING OUTSIDE HOUSE (FROM METER TO
HOUSE) MAY BE PVC
ALL WATER SUPPLY PIPING WITHIN HOUSE AREA (INCLUDING
BELOW .THE SLAB) MUST BE CPVC.
WATER SERVICE PIPE & FITTINGS SHALL BE A MINIMUM OF
1" IN DIAMETER AND SHALL BE SIZED TO PROVIDE PRESSURE
PER THE FLORIDA PLUMBING CODE.
ORDINANCE 604.4. OF FPC (2010) - APPENDIX "J" TO
STANARD PLUMBING CODE.
1. TANK'TYPE WATER CLOSET VOLUME TO BE 1.6 GALLONS.
2. WALL MOUNT WATER CLOSET VOLUME TO BE 3.5 GALLONS.
3. WATER - FLOW RATE.
PUBLIC FACILITIES: 0.5 G.P.M.
PRIVATE FACILITIES: 2.2 G.P.M.
SHOWER HEADS .2.5 G.P.M.
VTIP I nrATTnNS ARF APP12f YTMATF ANn MAY f.HANnF ni IF Tn
NOTES:
200A SINGLE PHASE ON SERVICE EXISTING.
ALL ELECTRICAL FIRST FLOOR IS EXISTING.
ALL ELECTRICAL SECOND FLOOR IS NEW WIRING.'
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NOTE: THIS STRUCTURE BAS BEEN DESIGNED TO MEET OR EXCEED THE WIND
LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL
EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10.
1. WIND SPEED= 139 MPH ULTIMATE WIND SPEED(Vult)AND 108MPH(Yasd)
2. RISK CATEGORY 2
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE(V)
3. WIND EXPOSURE= CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND
HEIGHT 6 EXPOSURE ADJUSTMENT.COEFFICIENT IS 1.40
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Print Date= Drawn by:
4/101/Z015 3.
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220
220 VOLT OUTLET
ooaoo DOOR BELL CHIME
GFI HVAC Load
GROUND FAULT OUTLET
EXHAUST FAN THROUGH ROOF QTY. AHU Slower Total
CEIL. 1 5. KW 0.67 5.67. ,KW
CEILING OUTLET 1 5 KW 0.67 5.67 KV11
24" FLUORESCENT L IGHT
CITY. CU . Total.
FAN /LIGHT COMBO 1 2.5 Ton 3.60 KW
2:5 Ton 3.60 KW
FLOOD LIGHT Total HVAC load •18.54 KW
r - - - - - - - - - Demand HVAC load a. 100% compressor / 0% Heat :14:57 KW.
SURFACE MOUNT ; SURFACE MOUNT FLUORESCENT
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21 1/2"X50" RECESS i Other Loads
FLUORESCENT LT.
RECESSED LIGHT
L - - - - - - - - -- 1979 sgft(@3VAper square ft)
5.94 KW
Small appliance circuit (2) 3.00 KW
SURFACE MOUNTED INCANDESCENT Laundry circuit 1.50 KW
Washer 2.00 KW.
0 Dryer 5.00 KW
PHONE TELEPHONE OUTLET Water Heater 5.00 KW
ATTIC - Flange/Oven (40, amp circuit) 12:00 KW
ATTIC OUTLET Cooktop (40 amp circuit) KW
UCMicrowave 1 92 KW
UNDER COUNTER OUTLET Freezer KW
110 VOLT DUPLEX OUTLET Dishwasher. 1 92 KW
Disposal ; 0.80 KW
R C
Garage Door opener 0.57 KW
RECESSED CAN LIGHT Whirlpool KW
Vacuum system KW
O SMOKE DETECTOR Pool 30 amp service KW .
SINGLE POLE SWITCH
3 Sub Total: Other loads 39.75 KW
THREE-WAY SWITCH
4 FOUR-WAY SWITCH .1st 10 KW @ 100% .10.00. KW
Remainder @ 40 % •11:90 KW
Tv CABLE T.V. OUTLET Total: Other Loads 21.00 Kvv
WP
- - _WEATHER PROOF OUTLET
• Total: HVAC Loads 14.5 ' : KW .
,�`• •'�, Total: Other Loads 2.1.90 KW
®cM SMOKE/CARBON MONOXIDE
CEILING FAN / LIGHT COMBO Total demand load 36.47 KW
•
Minimum service size 157:96 Areps
INTERCOM BASE
410 SER ALUMINUM FC • E
ELECTRICALNOTES
1.) THE ELECTRICAL CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER
COMPANY THE LOCATION OF SERVICE AND SHALL LOCATE METER AND
PANELS AS REQUIRED.
2.) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT
MANUFACTURERS SPECIFICATION.
3.) PROVIDE GFI FOR ALL BATHROOM RECEPTACLES, WP RECEPTACLES,
AND LIGHTING FIXTURES WITHIN 16' OF SWIMMING POOL EDGE.
4.) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO
CONSTRUCTION COMMENCING. .
5.) ALL BRANCH CIRCUITS IN CONDUIT AS REQUIRED BY LOCAL CODE
AUTHORITY.
6.) WHERE REQUIRED BY OTHER CODES SERVICE AND FEEDER CONDUCTORS
SHALL BE COPPER OR EQUAL AMPACITY.
7.) BATHROOM CIRCUITS SHALL BE 1p -20a.
8.) ELECTRICAL CONTRACTOR SHALL VERIFY ALL MECHANICAL EQUIPMENT
LOADS WITH THE MECHANICAL SUBCONTRACTOR PRIOR TO ROUGHING IN.
9.) PROVIDE A MINIMUM OF 20% SPARE 20 AMP, 1 POLE CIRCUIT
BREAKERS IN EACH FILE.
.10.) PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS 200 AMI'
METER/
REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND
MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
11.) PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (G.F.I.)
AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE
REQUIREMENTS OF ALL GOVERNING CODES.
12.) UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTICLES
AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR, SWITCHES ... 42',
OUTLETS ... 14% TELEPHONE... 14% AND TELEVISION ... 14'.
13.) ALL BEDROOM, LIVING RM„ DINING RM., HALLWAYS AND NOOK OUTLETS
ARE TO BE ARC FAULT PROTECTED PROTECTED PER N.E.C.
14.) SMOKE & CARSON DETECTORS TO BE HARDWIRED WITH BATTERY BACiNP
15.) PROVIDE TAMPER PROOF RECEPTACLES PER 2010 NEC . 406.11
16.) HOUSE TO BE WIRED WITH CAT -5 AND RG -7 THROUGUff
4- -- OVER HEAD SERVICE BY
POWER COMPANY.
17.) THERE NEEEDS
TO BE
AN ELECTRICAL OUTLET
WITHIN 6' OF EACH
CORNER. MAXIMUM
SPACING
BETWEEN OUTLETS TO
BE 12'.
MAN
2 8 6
NOTE: TRIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND
This dla94amatic plan is intended to show lighting LOAD REQUIREMENTS. OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL _
• and convienenco outlets only. T.s.chehal will boar EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 7-10.
no.responslbity for its agcuracy. it is tha 1. WIND SPEED- 139 MPH ULTIMATE WIND SPEED(Vult)AND 109MYH(Vasd)
alectzic l contractaz'a responaiblity to verily 2. RISK CATEGORY 2
thexnquirementa aid locetiona o£ all electrical CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V)
equipment and pzovidu•and inatail complete j, WIND EXPOSURE= CATEGORY C -
electrical serrico as required. Cluetri cal
contractor to sumblt nlnctrlcal plwti s.nd poll. 3. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND
permit ao required: HEIGHT S EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 ,
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NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO FLET OR EXCEED THE WIND
LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL
EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 7-10.
1. WIND SPEED- 139 MPH ULTIMATE WIND SPEED(Vult)AND 1081APH(Vasd)
.2. RISK CATEGORY 2
CONSTRUCTION TYPE- SINGLE FAMILY RESIDENCE(V)
3. WIND EXPOSURE= CATEGORY C .
4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .1B AND
HEIGHT 6 EXPOSUREADJUSTMENT COEFFICIENT IS 1.40
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NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND
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EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10.
1. WIND SPEED= 139 MPH ULTIMATE WIND SP£ED(Vult)AND 100HPH(Vasd)
2. RISK CATEGORY 2
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE(V)
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General lumber Notes
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All Lumber to be Southem Yellow Pine 12 with maximum content of moisture 197.V)
Be Spruce
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Fxterlor Lumber to be Pressure Treot'. Studs May 12.
NEw
DEFT ELEVATION
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SCALE: 1/4"=1'-0"
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND
. LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL.
EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10.
1. WIND SPEED= 139 MPH ULTIMATE WIND SP£ED(Vult)AND 100HPH(Vasd)
2. RISK CATEGORY 2
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE(V)
3.,WIND EXPOSURE= CATEGORY C
4. IN'T'ERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND
HEIGHT G EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
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16T DRAFT 3/Z9/2015
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Print Date:. Drawn by,
4/01/2015 6
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