HomeMy WebLinkAbout1316 Mellonville Ave #15-2241 - alteration- --- - _ - CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
JUL U 6 C01FAPPlication No:���
ofmcalte.tl_Construction Value: $
Job Address:
Parcel ID: �) ,
Type of Work: New ❑ Addition ❑ Alteration
Description of Wo
Plan Review Contact Person:
Phone: %/ R77 8W�5' Fat:
J
Ilistoric District: Yes ❑ No ❑`
Residential L I Commercial ❑
Demo ❑ Change of Use ❑ Move ❑
Email:
Property Owner Information
Name ka(A-6 r L �1G
Street: «k Q 5 t\<p � 6, Yl ( 7 � «2 P (),e_
City, State Zip: 7,27-7 j
J
Name
Street:
City, State Zip:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
l'llone: W) -7 07Z Y (:)
Resident of property? :
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 COMMENCN,MEN'I' MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 1F YOU IN'T'END TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO'T'ICE 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 tomeetstandards of all laws regulating construction
in this jurisdiction. I understand that a separate permit wust be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
NBC 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
Revised: June 30, 2015 Permit Application
Response to Comments 11
::15
D
7BY.-
C
City of Sanford
Building_&. Fire Prevention Division
Pbp 407.688.5150 Pax. 407.688.5152
Cmail: building@sanfoidfil.gov
Submittal Date
ProjectA.ddress: /,�
Contact: 111c C
Ph: C/O 7 7? 7 3'_ x,3 0,S--- Fax:
Email:
trades encompassed in revision: .
CI
Building .
Q
Plumbing
Cl
Electrical
Cl
Mechanical
Cl
Life. Safety
CZ
Waste Water
Building
General description of revision:
Rou INGM01a" ION
Approvals
Department -
El
Utilities
El
Waste Water
:1
Planning
Engineering
Fire Prevention
Building
General description of revision:
Rou INGM01a" ION
Approvals
BUILDING SUMMARY DOOR NOTES
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1. CODE REFERENCE - ALL WORK IN THIS PROJECT IS GOVERNED - DOOR SIZES - ALL DOOR SIZES ARE NOTED ON PLANS BY
N 89D 39'25" W 180.00'
BY THE 2014 FLORIDA RESIDENTIAL BUILDING CODE 5TH EDITION INDUSTRY STANDARD NOMINAL DOOR SIZES.
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2. CODE SUMMARY - THIS SUMMARY HIGHLIGHTS IMPORTANT AND - DOOR LOCATIONS - CRITICAL DOOR LOCATIONS ARE DIMENSIONED
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COMMON PLANNING AND SAFETY COMPLIANCE ISSUES. ITEMS IN ON PLAN. OTHER DOORS TO BE CENTERED BY FRAMING�o
o
QUESTION NEED TO BE REFERENCED DIRECTLY TO THE CODE CONTRACTOR PER STANDARD PRACTICE.
o PROPOSED C7
AND OR THE LOCAL CODE ENFORCEMENT OFFICER. - DOOR ASSEMBLY SELECTED BY OWNER
LO ADDITION LO
3. COMPLIANCE RESPONSIBILITY: ALL CONTRACTORS ARE
STORY
RESPONSIBLE FOR ALL CODES GOVERNING THEIR WORK AS WELL
- DWELLING
DWELLING
`
AS ALL ATTENDING PERMITS, FEES AND INSPECTIONS. WINDOW NOTES
o CD
- WINDOW SIZES - ALL WINDOWS ARE NOTED ON PLANS. THEY ARE
CD
Ca
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GENERAL:
;#
ROUNDED TO THE NEAREST INCH. SIZES ARE APPLICABLE TO MOST
I
1. OWNER/BUILDER/CONTRACTOR TO VERIFY ALL DETAILS AND DIMENSIONS WINDOW MANUFACTURERS AND CAN BE TRANSLATED TO GLASS
C h C
co
PRIOR TO CONSTRUCTION OR SASH SIZE DESIGNATIONS.
2. ALL WORK SHALL CONFORM TO 2014 FLORIDA BUILDING CODE 5TH EDITION - WINDOW HEADS - SEE ELEVATIONS FOR WINDOW HEAD HEIGHTS
S 89D 39'25" E 180.00'
3. OWNER/BUILDER/CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY - WINDOW SPECIFICATIONS - UNLESS NOTED, WINDOW
TO PROTECT STRUCTURE(S) AND ALL PERSONS DURING CONSTRUCTION. MANUFACTURER AND ALL SPECIFICATIONS TO BE SELECTED BY
HE/THEY SHALL SUPERVISE AND DIRECT ALL WORK AND BE RESPONSIBLE FOR OWNER. THIS INCLUDES CONSTRUCTION, GLAZING, GRILLES, AND
ALL CONSTRUCTION HARDWARE OPTIONS.02
SITE PLAN
4. OWNER/BUILDER/CONTRACTOR SHALL COORDINATE ARCHITECTURAL AND - EGRESS UNITS - SUPPLIER TO CONFIRM THAT REQUIRED EGRESS
SCALE: 1/16" = 1'
ELECTRICAL DRAWINGS FOR ANCHORS, EMBEDS AND SUPPORTS OR ANY UNITS ARE CODE COMPLIANT.
OTHER ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS. - TEMPERED UNITS - SUPPLIER TO CONFIRM THAT ALL REQUIRED
ENGINEERS NOTES
TEMPERED GLAZING IS INCLUDED IN WINDOW PACKAGE PER
p REQUIREMENTS OF CODE.
SITE PREPARATION:
LUNA RESIDENCE DESIGN CRITERIA:
1316 S. Mellonville Ave. Sanford, FI 32771
1. ALL ORGANIC AND REFUSE MATERIALS AND/OR SOFT AREAS SHALL BE
2010 FLORIDA BUILDING CODE -BUILDING
REMOVED AND SOIL PREPARED TO AN ALLOWABLE BEARING PRESSURE OF AREA SUMMARY
2000 P.S.F
2014 FLORIDA BUILDING CODE 5TH EDITION DESIGN WIND SPEED:
EXISTING LIVING 1082 SF
V ult = 140 mph, V asd = 120 mph
^ BS O N GRADE-
R D E :
�7 !`"1 <,J I��i
SLABS
ICC 600-2008 FIGURE 104 DESIGN WIND SPEED (3 SEC. GUST): 123 mph
, ..., ADDITION 310 SF
1. COMPACT INTERIOR FILL TO 95% MINIMUM OF MODIFIED PROCTOR MAXIMUM GRAND TOTAL 1392 SF
WIND EXPOSURE CATEGORY - B
DRY DENSITY ASTM D1557 OPTIMUM MOISTURE CONTENT. EACH LAYER OF FILL
SHALL NO EXCEED 10" AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF
RISK CATEGORY = II
NEXT FILL LAYER
2. ALL FLOOR SLABS SHALL BE PLACED UPON A 4" THICK SAND LAYER FOR FINES N E ET INDEX
ENCLOSURE CLASSIFICATION - ENCLOSED
GRADING.
3. .006 MIL POLY VAPOR BARRIER SHALL BE PLACED OVER BORA-CARE TERMITE Al GENERAL NOTES & SITE PLAN
PROTECTION, FILL PRIOR TO FOOTING OR SLAB POURS A2 FLOOR PLAN
DISCLAIMER I S C i �V�Cf� /� I � A E p
I_/`�
A3 FRAMING PLAN, ELECTRICAL PLAN
CONCRETE AND REINFORCING: A4 ROOF PLAN & WALL SECTION
PLANS, NOTES, SPECIFICATIONS, DETAILS AND ALL OTHER INFORMATION DEPICTED ON THIS SHEET AND ALL ATTACHED SHEETS HAS
E1 ELECTRICAL
BEEN PREPARED TO MEET FBC STANDARDS LATEST EDITION. IT IS THE RESPONSIBILITY OF THE OWNER/BUILDER/CONTRACTOR TO
1. ALL CONCRETE WORK SHALL CONFORM TO ACI STANDARD BUILDING CODES E2 ELECTRICAL
VERIFY LOCAL, COUNTY AND STATE CODE ENFORCEMENT AGENCIES' COMPLIANCE WITH BUILDING CODES AND ORDINANCES FOR
FOR REINFORCED CONCRETE (ACI 318-08)
CONSTRUCTION. ANY CHANGES MADE TO THE PLANS AFTER APPROVAL BY THE GOVERNING AREA MUST BE DONE SO WITH THE
2. ALL CONCRETE SHALL HAVE A MINIMUM FC = 3000 P.S.I AT 28 DAYS,
CONSENT OF THE ADDOSON GROUP, INC. & CHAD LINN P.E.; ANY CHANGES MADE WITHOUT CONSENT WILL FORFEIT THE ADDOSON
INCLUDING SLABS, FILLED CELLS AND LINTELS
GROUP, INC. & CHAD LINN P.E. FROM ANY LEGAL CONTINGENCIES WHICH MAY RESULT FROM CHANGES.
3. FOUNDATION DESIGN IS BASED ON A MINIMUM SOIL BEARING CAPACITY OF
2000 P.S.F.
SITE PLAN
4. REBARS SHALL CONFORM TO ASTM A-615 GRADE 40, AND 25" MINIMUM LAP
AT ALL JOINTS. SLABS WITH FIBER MESH OR WELDED WIRE FABRIC SHALL
03
NO SCALE
CONFORM TO ATSM A-185
5. VERTICAL REBAR WALL REINFORCING SHALL BE STANDARD HOOK WITH A
PROJECTION OF 25" MINIMUM ABOVE SLAB AND A 7" MINIMUM EMBEDMENT
RECORD COPY
6. ALL STANDARD REINFORCING STEEL 90 HOOKS SHALL EXTEND AT LEAST (12)
BAR DIAMETERS BEYOND THE BEND. EXTENSION LEG = 10" FOR NO.5 REBAR
AND 12" FOR NO.3 REBAR
REVIEWED FOR CODE COMPLIANCE
7, ALL VERTICAL REINFORCEMENT SHALL TIE INTO FOUNDATION STEEL BY MEANS
%4:7,
OF (1) NO.5 REBAR WITH STANDARD HOOK AND TIE INTO CONTINUOUS BONDSTANDARD ABBREVIATIONS
PLANS EXAMINER
-
BEAM BY MEANS OF (1) STANDARD HOOK (25" LAP MINIMUM)
BEDROOM BEDROOM BEDROOM DATE,
8. COVERAGE FOR REINFORCEMENTS SHALL BE AS FOLLOWS: FOOTING 3" MIN, CLG CEILING O.H. OVERHANG
1
BA ((n -
SLAB ON GRADE 1 1/2" FROM TOP, LINTELS AND BOND BEAMS 1 1/2" FROM TOP CONC CONCRETE QTY. QUANTITY
LAUNDRY
(ON STIRRUPS) CMU CONCRETE MASONRY UNIT REQ'D REQUIRED
DIM. DIMENSIONS S.F. SQUARE FEET
CLO CLO
- - - - - - - - - - - - - SANFORD BUILDING DIVISION
MASONRY: HVAC AIR CONDITIONING TYP. TYPICAL EXIST. EXISTING TO REMAIN SVC. SERVICE
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD BUILDING O.C. ON CENTER
AUTHORITY TO VIOLATE, CANCEL ALTER
E OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
CODES FOR MASONRY STRUCTURES (ACI 530-08)
THE BUILDING OFFICIAL FROM THEREAFTER
2. CONCRETE BLOCKS SHALL CONFORM TO ASTM C 90 28 DAY STRENGTH EQUAL
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
TO 2000 P.S.I., FM=1500 P.S.I. LAID IN RUNNING BOND
3. ALL VERTICAL REINFORCING BARS SHALL BE TIED TO FOOTING DOWELS AND
w`
BOND BEAM WITH STANDARD HOOK.
4. MORTAR SHALL BE TYPE "S" OR "M"
LIVING KITCHEN I
5. WHERE SHOWN, VERTICAL CELLS SHALL BE POURED SOLID WITH GROUT AT
MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS, GROUT SLUMP
0� 'L���c
NOT LESS THAN 8" AND REINFORCED WITH MINIMUM NO.5 REBAR AND 25"
a
MINIMUM OVERLAP.
° sANFCF;D
6. GROUT FOR FILLED CELLS SHALL BE POURED OR PUMPED IN LIFTS NOT TO
o� F
00
EXCEED TEN (10) FEET IN HEIGHT, AND SHALL BE CONSOLIDATED AT TIME OF
POURING BY RODDING OR VIBRATING
G�� #17-857:,
7. PROVIDE KNOCKOUT IN CMU AT BASE OF EACH FILLED CELL FOR VISUAL
VERIFICATION OF COMPLETE GROUT PENETRATION.
01
GENERAL NOTES04
EXISTING FLOOR PLAN
NO SCALE
SCALE: 1/4" = l'-0"
,� _''.�
Stu .z 9nd
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., " THE ADWrON ORWP
DRAWINGS BY:
THE
ADDOSON GROUP
424 E. CENTRAL BLVD afE. 710
ORLANDO, FL 32801
WMADDOSON.COM
INFOCOADDOSON.COM
407.247.6504
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CHAD LINN, P.E.
P.E. 1157524
P.O. BOX 140024
ORLANDO, FL 32814
407.252.6433
project number:
201582
date:
06.26.2015
date:
07.10.2015
revision date:
08.21.2015
Al
57'-10"
4040 4040 4040
r Iooa
_ I LO NEW 2X4 STUD
I of I WALL
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DINING KITCHEN O OI z wBA I
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LIN � °i I N
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$ VA O I CLOSET
LIVING
2868
BEDROOM
LAUNDRY
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4040 4040 2040
01 PROPOSED FLOOR PLAN ® PROPOSED FLOOR PLAN - DIMENSIONS
SCALE: 1/4" = 1'-0" SCALE: 1/4 - l' -O"
4 4 -�
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03
FRONT ELEVATION ®�I REAR ELEVATION LEFT SIDE ELEVATION
SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'-0" ®5 SCALE: 1/4" = 1'-0"
NOTES NOTE -.-
WINDOWS TO BE ANDERSEN VINYL LO -E
1. TRUSSES MUST BE CAPABLE OF TRANSFERRING
LATERAL LOADS TO BEARING WALLS. ZONE CHART
ROOF EDGE
2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE
SIZED PER TRUSS MANUFACTURER'S UPLIFT \J \J
CALCULATIONS. ANY QUESTIONS AS TO THE SIZE,
TYPE OR VALUE OF A NAIL, STRAP OR CLIP
SHOULD BE VERIFIED BY THE STRUCTURAL
ENGINEER.
GABLE TRUSS--------------..
-_
3. HEADER STUD REQUIREMENT �
2 HEADER STUDS (EA SIDE) 1'-6" TO 6'-0"
3 HEADER STUDS (EA SIDE) 6'-0" TO 12'-0" 0 RIDGE
4 HEADER STUDS (EA SIDE) 12'-0" TO 18'-0" 2 1 1 < I (2) 16d NAILS
2 HEADER STUDS REQ. (1) FULL LENGTH STUD —�
3 HEADER STUDS REQ. (2) FULL LENGTH STUDS
O4 HEADER STUDS REQ. (2) FULL LENGTH STUDS O F� 2 2 �0 TOP OF PANEL BLOCKING, FASTEN
4. BEARING WALL NAILING PATTERN _ _�F _ _ T WITH 1063" @ 4" O.C. \
PLYWOOD OR O.S.B.: O O O O
FIELD — 8d NAILS @ 12" O.C. VAI
EDGE — 8d NAILS @ 6" O.C. 6. 1/2" GYPSUM BD CEILING --5d NAILS @ 7" O.C. "
GYPSUM SIMPSON HOA10 @ 36 O.C.
FIELD — 54d NAILS @ 10" O.C. 7. SENCO 2-1/4" x .131 & PASELODE 2-1/4" x .099 PNEUMATIC NAILS MAY BE DBL. TOP PLATE
EDGE — 5d NAILS @ 7" O.C. FUSED IELD. IN LIEU OF 8d COMMON NAILS, NAILED @ 5" O.C. EDGES & AT 10" O.C. STUD WALL (SEE If. SEC.)
5. ROOF NAILING PATTERN, PLYWOOD OR O.S.B.: SIMPSON SP2 @ EA. STUD
8. ALL INTERIOR LOAD BEARING WALLS TO BE 2x4 #2 SPF @ 24" O.C. MAX. UP TO o
Q ZONE 1 — 8d RING SHANK NAILS @ 6" O.C. 14'-0" HT.
INTERIOR LOAD BEARING WALLS ABOVE 14'-0" HT TO BE 2x4 #2 SPF @ 16" O.C.
20 ZONE 2 — 8d RING SHANK NAILS @ 6" O.C. MAX U.O.N.
9. TABLE 2306.1 OF THE STANDARD BUILDING CODE 2007 ED., NAILING REQUIREMENTS
ZONE 3 — 8d RING SHANK NAILS @ 6" O.C. ARE IN ADDITION TO STRAPPING REQUIREMENTS.
06 NAILING PATTERN07 GABLE END BRACING - FRAME RIGHT SIDE ELEVATION
NO SCALE NO SCALE 08 SCALE. 1/4 = V-0"
`-', D 'H
T
DDO50" GROUP
DRAWINGS BY:
THE
ADDOSON GROUP
424 E. CENTRAL E3LVD5lE 710
ORLANDO, FL 32801
WMMN.ADDOSON-COM
I NFOQ, ADDOSON.COM
407.247.6504
CHAD LINN, P.E.
P.E. #57624
P.O. F30X 140024
ORLANDO, FL 32814
407.252.8433
project number:
201582
date:
06.26.2015
date:
07.10.2015
revision date:
08.21.2015
4,_ 0„ 24'-3" 4'-0,> 10,_ 3„ 4'-0„ 10,_8„
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4'-0" 12'-2 1 /2" 4>-0„ T-1 1/2" L2'=a"
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01 PROPOSED FLOOR PLAN ® PROPOSED FLOOR PLAN - DIMENSIONS
SCALE: 1/4" = 1'-0" SCALE: 1/4 - l' -O"
4 4 -�
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LA
03
FRONT ELEVATION ®�I REAR ELEVATION LEFT SIDE ELEVATION
SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'-0" ®5 SCALE: 1/4" = 1'-0"
NOTES NOTE -.-
WINDOWS TO BE ANDERSEN VINYL LO -E
1. TRUSSES MUST BE CAPABLE OF TRANSFERRING
LATERAL LOADS TO BEARING WALLS. ZONE CHART
ROOF EDGE
2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE
SIZED PER TRUSS MANUFACTURER'S UPLIFT \J \J
CALCULATIONS. ANY QUESTIONS AS TO THE SIZE,
TYPE OR VALUE OF A NAIL, STRAP OR CLIP
SHOULD BE VERIFIED BY THE STRUCTURAL
ENGINEER.
GABLE TRUSS--------------..
-_
3. HEADER STUD REQUIREMENT �
2 HEADER STUDS (EA SIDE) 1'-6" TO 6'-0"
3 HEADER STUDS (EA SIDE) 6'-0" TO 12'-0" 0 RIDGE
4 HEADER STUDS (EA SIDE) 12'-0" TO 18'-0" 2 1 1 < I (2) 16d NAILS
2 HEADER STUDS REQ. (1) FULL LENGTH STUD —�
3 HEADER STUDS REQ. (2) FULL LENGTH STUDS
O4 HEADER STUDS REQ. (2) FULL LENGTH STUDS O F� 2 2 �0 TOP OF PANEL BLOCKING, FASTEN
4. BEARING WALL NAILING PATTERN _ _�F _ _ T WITH 1063" @ 4" O.C. \
PLYWOOD OR O.S.B.: O O O O
FIELD — 8d NAILS @ 12" O.C. VAI
EDGE — 8d NAILS @ 6" O.C. 6. 1/2" GYPSUM BD CEILING --5d NAILS @ 7" O.C. "
GYPSUM SIMPSON HOA10 @ 36 O.C.
FIELD — 54d NAILS @ 10" O.C. 7. SENCO 2-1/4" x .131 & PASELODE 2-1/4" x .099 PNEUMATIC NAILS MAY BE DBL. TOP PLATE
EDGE — 5d NAILS @ 7" O.C. FUSED IELD. IN LIEU OF 8d COMMON NAILS, NAILED @ 5" O.C. EDGES & AT 10" O.C. STUD WALL (SEE If. SEC.)
5. ROOF NAILING PATTERN, PLYWOOD OR O.S.B.: SIMPSON SP2 @ EA. STUD
8. ALL INTERIOR LOAD BEARING WALLS TO BE 2x4 #2 SPF @ 24" O.C. MAX. UP TO o
Q ZONE 1 — 8d RING SHANK NAILS @ 6" O.C. 14'-0" HT.
INTERIOR LOAD BEARING WALLS ABOVE 14'-0" HT TO BE 2x4 #2 SPF @ 16" O.C.
20 ZONE 2 — 8d RING SHANK NAILS @ 6" O.C. MAX U.O.N.
9. TABLE 2306.1 OF THE STANDARD BUILDING CODE 2007 ED., NAILING REQUIREMENTS
ZONE 3 — 8d RING SHANK NAILS @ 6" O.C. ARE IN ADDITION TO STRAPPING REQUIREMENTS.
06 NAILING PATTERN07 GABLE END BRACING - FRAME RIGHT SIDE ELEVATION
NO SCALE NO SCALE 08 SCALE. 1/4 = V-0"
`-', D 'H
T
DDO50" GROUP
DRAWINGS BY:
THE
ADDOSON GROUP
424 E. CENTRAL E3LVD5lE 710
ORLANDO, FL 32801
WMMN.ADDOSON-COM
I NFOQ, ADDOSON.COM
407.247.6504
CHAD LINN, P.E.
P.E. #57624
P.O. F30X 140024
ORLANDO, FL 32814
407.252.8433
project number:
201582
date:
06.26.2015
date:
07.10.2015
revision date:
08.21.2015
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DRAWINGS BY:
THE
ADDOSON GROUP
424 E. CENTRAL BLVD SfE. 710
ORLANDO, FL 32801
SPP MADDOSON.COM
INFQ@ADDOSON.COM
407.247.6504
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NOTE: CONTRACTOR TO REPLACE FLOOR MEMBERS AS NEEDED
I,-0
3"
10'_6"
10)_C„ 9>_6,1
10'^6»
9,_5„
1,_6„
445 VERT. REINF.
IN GROUTED
CELLS
0
o
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`8x8x16
CONCRETE MASONRY
II
NEW 24" x 24" FOOTER WITH 3/4" PLASTER
W/ 16" X 16" PIER @
CORNER W/ SIMPSON (STUCCO) WITH TEXTURED
—
I
ECCL M-KTco FINISH PAINTED TO
Q
II
MATCH EXISTING HOUSE
II
2i
w
CD
4 X 6 BE W/ LUS28 8x8x16 CONCRETE a
"
Fr-�•
co 0
MASONRY WITH
2,_6„x2,_0„x1,_6„
LO
2 X 8 FLOOR JOIST 1-#5 REBAR IN EACH
CONCRETE FOOTING
_ _
��
@ 24” O. C. W/ GROUTED CELL (TYP.)
WITH 345 REBAR
L
LUS28 @ EA - aa
°
a EACH WAY
--
CONNECTION—N b
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24 3” MIN.
NEW 24" x 24" FOOTER DWL. W/
COVER
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W/ 16" X 16" PIER W/r STANDARD
II
TKI`
— —
SIMPSON CCTQM-SDSG HOOK W/ 6" MIN.
14
`-
EMBEDMENT INTO
2'-6" FOOTER
2 X 8 FLOOR JOIST
@ 241, O. C. W/
(2) 2 X 8 FLOOR BEAM NEW 24" x 24"
FOOTER
(2)2 X 8 FLOOR BEAM
LUS28 @ EA
W/ LUS28 W/ 16" X 16" PIER
W/
W/ LUS28
CONNECTION
SIMPSON CCCQM
0 1
FLOOR FRAMING
PLAN
SCALE: 1/4" = 1'-0"
VENTILATION
3" 3"
311 THROUGH ROOF
KITCHEN BATHROOM LAUNDRY ROOM MASTER BATHROOM
1ST FLOOR
211 2 2 211 2„ F
„ 2„ „ 2„
2„ F
4”
DISH
WASHER SINK TUB SINK TUB
112" CW 1/2" CW 1/2" CW TOILET SINK WASHER SINK TOILET 1/2" CW
'112" HW 1h" HW 112" CW 1/2" CW 1/2" CW 1/2" CW 1/'2" CW 112" CW 112" HW
1/2" HW 1/2" HW
1/"2" I IW 1/2" HW 1/2" HW _ -
vvv
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L J .
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211 211 211 11 21, 211 211
211411 211
NOTE:
1. WATER LINES TO BE PVC, SIZED PER PLAN
2. SANITARY SEWER LINES TO BE PVC
3. ALL SANITARY LINES DRAIN AT 1/4"/FOOT (TYPICAL)
02
NOT USED03
PLUMBING DIAGRAM
NO
NO SCALE
SCALE
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DRAWINGS BY:
THE
ADDOSON GROUP
424 E. CENTRAL BLVD SfE. 710
ORLANDO, FL 32801
SPP MADDOSON.COM
INFQ@ADDOSON.COM
407.247.6504
CHAD LINN, P.E.
P.E. #57524
P.O. BOX 140024
ORLANDO, FL 3.2814
407.252.6433
project number:
201582
date:
06.26.2015
date:
07.10.2015
revision date:
08.21.2015
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CHAD LINN, P.E.
P.E. #57524
P.O. BOX 140024
ORLANDO, FL 3.2814
407.252.6433
project number:
201582
date:
06.26.2015
date:
07.10.2015
revision date:
08.21.2015
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" ,
5 7
1 I ROOF PLAN
SCALE: 1/4" = 1'-0"
CONTRACTOR TO VERIFY EXISTING RAFTER LOCATIONS.
NOTE: ROOF TRUSSES BY OTHERS
/__ RAFTER TAIL
�2 I ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
RAFTER
FASCIA BOARD
®3 I ROOFING DETAILS
NO SCALE
04 I WALL SECTION
NO SCALE
y 1119%I LI% V I INU
STYLE BY OWNER/BUILDER
R-13 BATT. INSULATION
3-1/2" X 11-1/4" I -HEADER (TYP.)
1/2" GYPSUM WALL BOARD OVER
P.T. FURRING STRIPS (16" O.C.)
R-11 INSULATION MIN.
DWI-. W/
STANDARD
HOOK W/ 6" MIN.
EMBEDMENT INTO
FOOTER
NOTES FOR TILE ROOF:
DECK
5/8" PLYWOOD SHEATHING
UNDERLAYMENT
NONPERFORATED #15 OR #30 ASPHALT SATURATED FLET
FASTENERS
TILE FASTENERS SHALL BE CORROSION RESISTANT AND NOT LESS THAN 11
GAGE, 5/16" (8.0 MM) HEAD, AND OF SUFFICIENT LENGTH TO PENETRATE THE
DECK OF A MINIMUM OF 0.75" (19.1 MM) OR THROUGH THE THICKNESS OF THE
DECK, WHICHEVER IS LESS
ROOF NAILING PATTERN, PLYWOOD OR O.S.B.:
0 ZONE 1 - 8d RING SHANK NAILS @ 6" O.C.
Q) ZONE 2 - 8d RING SHANK NAILS @ 6" O.C.
0 ZONE 3 - 8d RING SHANK NAILS Co 6" O.C.
1. HEADER STUD REQUIREMENT
2 HEADER STUDS (EA SIDE) T-6" TO 6-0"
3 HEADER STUDS (EA SIDE) 6'-0" TO 12'-0"
4 HEADER STUDS (EA SIDE) 12'4" TO 18'-0"
2 HEADER STUDS REQ. (1) FULL LENGTH STUD
3 HEADER STUDS REQ. (2) FULL LENGTH STUDS
4 HEADER STUDS REQ. (2) FULL LENGTH STUDS
2. BEARING WALL NAILING PATTERN
PLYWOOD OR O.S.B.:
FIELD - 8d NAILS (a 12" O.C.
EDGE - 8d NAILS @ 6" O.C.
GYPSUM
FIELD - 5d NAILS @ 10" O.C.
EDGE - 5d NAILS @ 7" O.C.
PRE-ENGINEERED ROOF TRUSSES
@ 24" O.C. (SEE TRUSS PACKAGE
FOR ADDITIONAL INFORMATION)
FIBERGLAS SHINGLES ON 15# FELT
OVER 1/2" O.S.B. SHEATHING ON
PRE-ENGINEERED ROOF SYSTEM
PERPENDICULAR TO ROOF MEMBERS
WITH STAGGERED END JOINTS.
"R-30" FIBERGLAS BATT. INSULATION
10" THICK (WNAPOR BARRIER)
CHUTES FOR PROPER VENTILATION
USE SIMPSON H-8 W/(10)10d x
1-1/2" NAILS (TYP. @ EA.)
VERIFY NGT. ON ELEVATIONS
ALUMINUM DRIP EDGE
2" x 6" SUB FASCIA
6" ALUMINUM FASCIA
VERIFY WINDOW HGT.
OWELEVATIONS
WINDOW TYPE, APPROVAL CODES AND
MAF'G SPECS BY OWNER BUILDER
VERIFY FINISH ON ELEVATIONS
1/2" OSB WALL SHEATHING
FASTEN W/ 8d COMMON @ 3" O.C.
@ EDGES & 6" O.C. INT.
2" X STUDS @ 16" O.C.
5/8" STD_ ANCHOR BOLT W/7"
MIN. EMBEDMENT W/3" X 3" X 1/8"
WASHER & PLACED 18" O.C. & W/IN
8" OF CORNERS & OPENINGS
SIMPSON STRONG TIE
SEE FRAMING PLAN FOR
MORE INFORMATION
?4yxz-a'xr-a'
CONCRETE FOOTING
WITH 345 REBAR
EACH WAY
THE ADOOSON Qf=P
DRAWINGS BY:
THE
ADDOSON GROUP
424 E. CENTRAL BLVDSTE. 710
ORLANDO, FL 321301
WWW AUDOSON.COM
INFO@AUDOSON.COM
407.247.6504
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LINE OF WALL BELOW
LINE OF WALL BELOW
U�
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PR
ED
A
DITION
PROPOSED-
n0DITIC
�2 I ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
RAFTER
FASCIA BOARD
®3 I ROOFING DETAILS
NO SCALE
04 I WALL SECTION
NO SCALE
y 1119%I LI% V I INU
STYLE BY OWNER/BUILDER
R-13 BATT. INSULATION
3-1/2" X 11-1/4" I -HEADER (TYP.)
1/2" GYPSUM WALL BOARD OVER
P.T. FURRING STRIPS (16" O.C.)
R-11 INSULATION MIN.
DWI-. W/
STANDARD
HOOK W/ 6" MIN.
EMBEDMENT INTO
FOOTER
NOTES FOR TILE ROOF:
DECK
5/8" PLYWOOD SHEATHING
UNDERLAYMENT
NONPERFORATED #15 OR #30 ASPHALT SATURATED FLET
FASTENERS
TILE FASTENERS SHALL BE CORROSION RESISTANT AND NOT LESS THAN 11
GAGE, 5/16" (8.0 MM) HEAD, AND OF SUFFICIENT LENGTH TO PENETRATE THE
DECK OF A MINIMUM OF 0.75" (19.1 MM) OR THROUGH THE THICKNESS OF THE
DECK, WHICHEVER IS LESS
ROOF NAILING PATTERN, PLYWOOD OR O.S.B.:
0 ZONE 1 - 8d RING SHANK NAILS @ 6" O.C.
Q) ZONE 2 - 8d RING SHANK NAILS @ 6" O.C.
0 ZONE 3 - 8d RING SHANK NAILS Co 6" O.C.
1. HEADER STUD REQUIREMENT
2 HEADER STUDS (EA SIDE) T-6" TO 6-0"
3 HEADER STUDS (EA SIDE) 6'-0" TO 12'-0"
4 HEADER STUDS (EA SIDE) 12'4" TO 18'-0"
2 HEADER STUDS REQ. (1) FULL LENGTH STUD
3 HEADER STUDS REQ. (2) FULL LENGTH STUDS
4 HEADER STUDS REQ. (2) FULL LENGTH STUDS
2. BEARING WALL NAILING PATTERN
PLYWOOD OR O.S.B.:
FIELD - 8d NAILS (a 12" O.C.
EDGE - 8d NAILS @ 6" O.C.
GYPSUM
FIELD - 5d NAILS @ 10" O.C.
EDGE - 5d NAILS @ 7" O.C.
PRE-ENGINEERED ROOF TRUSSES
@ 24" O.C. (SEE TRUSS PACKAGE
FOR ADDITIONAL INFORMATION)
FIBERGLAS SHINGLES ON 15# FELT
OVER 1/2" O.S.B. SHEATHING ON
PRE-ENGINEERED ROOF SYSTEM
PERPENDICULAR TO ROOF MEMBERS
WITH STAGGERED END JOINTS.
"R-30" FIBERGLAS BATT. INSULATION
10" THICK (WNAPOR BARRIER)
CHUTES FOR PROPER VENTILATION
USE SIMPSON H-8 W/(10)10d x
1-1/2" NAILS (TYP. @ EA.)
VERIFY NGT. ON ELEVATIONS
ALUMINUM DRIP EDGE
2" x 6" SUB FASCIA
6" ALUMINUM FASCIA
VERIFY WINDOW HGT.
OWELEVATIONS
WINDOW TYPE, APPROVAL CODES AND
MAF'G SPECS BY OWNER BUILDER
VERIFY FINISH ON ELEVATIONS
1/2" OSB WALL SHEATHING
FASTEN W/ 8d COMMON @ 3" O.C.
@ EDGES & 6" O.C. INT.
2" X STUDS @ 16" O.C.
5/8" STD_ ANCHOR BOLT W/7"
MIN. EMBEDMENT W/3" X 3" X 1/8"
WASHER & PLACED 18" O.C. & W/IN
8" OF CORNERS & OPENINGS
SIMPSON STRONG TIE
SEE FRAMING PLAN FOR
MORE INFORMATION
?4yxz-a'xr-a'
CONCRETE FOOTING
WITH 345 REBAR
EACH WAY
THE ADOOSON Qf=P
DRAWINGS BY:
THE
ADDOSON GROUP
424 E. CENTRAL BLVDSTE. 710
ORLANDO, FL 321301
WWW AUDOSON.COM
INFO@AUDOSON.COM
407.247.6504
UU
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CHAD LINN, P.E.
P.E. 1157524
P.O. BOX 140024
ORLANDO, FL 321314
407.252.6433
project number:
201582
date:
06.26.2015
date:
07.10.2015
revision date:
08.21.2015
A4
B-13 6 GFI FI 80)I ,§GFI
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00 UO[
B-13 1 1 M 14:16 J; \
00
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WP, GFI B-13 M -J 1 \ -
B-13
B-13 �. B-1,
B-9
CO2
B-5 B-5
B-1
B-1
-9 B-1
�.:_07
B-11 F . 0-7
\ 7 102 B-7
B-5
4
B-7 B-7 \ GFI
:iO8-11 B-11 I �' B-6:8 1
' I I
' I 8-10
B-12
B-1 l B-7 B-7 GFI
M-6: $ WP, GFI
M M-11
i EXISTING METER AND SERVICE
PANEL COMBINATION WITH 150A
CU -1 2 MAIN CIRCUIT BREAKER. REFER
TO POWER RISER DIAGRAM FOR
DETAIL.
ELECTRICAL LEGEND
® CABLE OUTLET
9 DUPLEX RECEPTACLE
DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER
SPECIAL PURPOSE OUTLET
Q JUNCTION BOX
NON FUSIBLE DISCONNECT SWITCH
�® FUSIBLE DISCONNECT SWITCH
® ELECTRICAL PANELBOARD
GFI GROUND FAULT INTERRUPTER
AFF ABOVE FINISH FLOOR
WP WEATHERPROOF
NF NON-FUSED
® EXHAUST FAN
=T SMOKE & CARBON MONOXIDE DETECTOR
CO2
$ SINGLE POLE SWITCH
CEILING MOUNTED LIGHT FIXTURE
t0 WALL MOUNTED LIGHT FIXTURE
O
CEILING FAN AND LIGHTS COMBO
1 ELECTRICAL
NO SCALE
B-1 B-3
B-3
B-3 I
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M.
B-3
d
B -3e,
ELECTRICAL GENERAL NOTES
REFERENCE NOTES:
O240V, 1 PH, 60A, 2P, NON -FUSIBLE DISCONNECT SWITCH MOUNTED ON UNIT FOR AIR FIANDLER UNIT.
COORDINATE REQUIREMENT WITH EQUIPMENT SPECIFICATIONS.
O240V, 1 PH, 30A, 2P, WEATHERPROOF, FUSIBLE DISCONNECT WITH FUSES AS REQUIRED BY
MANUFACTURER'S NAMEPLATE DATA.
"-THE AQDDSON ORWP
DRAWINGS BY:
THE
ADDOSON GROUP
424 E. CENTRAL BLVD STE. 710
ORLANDO, FL 32801
4WVW.ADDOSON.COM
INFO co UDO30N.COM
407.247.6504
1.
ALL EQUIPMENT, WIRING AND THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE CURRENT
L
EDITION OF THE NATIONAL ELECTRIC CODE (2011 EDITION) ADOPTED BY LOCAL AUTHORITY WITH
ilk=
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JURISDICTION.
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(y)
2.
ALL SMOKE DETECTORS SHALL BE COMBINED WITH A CARBON MONOXIDE DETECTOR AND SHALL HE
HARD -WIRED AND INTERCONNECTED, INSTALL SMOKE DETECTORS INSIDE AND OUTSIDE OF ALL SLEEPING
ROOMS. ALL WORK SHALL BE IN COMPLIANCE WITH 8314 AND R315 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL 2010.
3.
PROVIDE LISTED ARC -FAULT BREAKERS FOR ALL 120V, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS
SUPPLYING OUTLETS INSTALLED IN AREAS, AS STATED AND IN ACCORDANCE WITH THE PROVISIONS OF NEC
210.12(A).
4.
PROVIDE TAMPER-RESISTANT RECEPTACLES INSTALLED IN AREAS, AS STATED AND IN ACCORDANCE WITH THE
PROVISIONS OF NEC 406.12.
Dnp
5.
ALL CONVENIENCE OUTLETS SHALL BE MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED.
K) B-3
6.
ALL CONVENIENCE OUTLETS IN RESTROOMS SHALL BE MOUNTED AT 44" AFF UNLESS OTHERWISE NOTED.
WP, GFI
7.
ALL COUNTERTOP OUTLETS SHALL BE MOUNTED AT 6" ABOVE THE COUNTER UNLESS OTHERWISE NOTED.
8.
THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EQUIPMENT CONNECTION TYPES AND REQUIREMENTS
PRIOR TO ROUGH -IN AND INSTALLATION OF DEVICES. THE CONTRACTOR SHALL PROVIDE APPROPRIATE PLUG
AND RECEPTACLE. THE ELECTRICAL CONTRACTOR SHALL MAKE ADJUSTMENTS IN FIELD TO MATCH ACTUAL
EQUIPMENT BEING INSTALLED.
9.
JUNCTION AND PULL BOXES SHALL BE SIZED WITH AT LEAST 50% MORE CAPACITY ABOVE AND BEYOND THE
MINIMUM REQUIRED BY THE NEC.
10.
ALL ELECTRICAL MATERIALS SHALL BE RIGIDLY MOUNTED AND SECURELY FASTENED TO SUPPORTING
STRUCTURES.
11.
ALL POWER AND CONTROL CIRCUIT CONDUCTORS SHALL BE COPPER.
12.
PROVIDE WATERTIGHT CONDUIT HUB FITTINGS FOR ALL CONDUITS ENTERING/EXITING ENCLOSURE TO MAINTAIN NEMA
RATING AS SPECIFIED FOR ENCLOSURE.
13.
PROVIDE WATERTIGHT SEALING FOR ALL WALL PENETRATIONS.
REFERENCE NOTES:
O240V, 1 PH, 60A, 2P, NON -FUSIBLE DISCONNECT SWITCH MOUNTED ON UNIT FOR AIR FIANDLER UNIT.
COORDINATE REQUIREMENT WITH EQUIPMENT SPECIFICATIONS.
O240V, 1 PH, 30A, 2P, WEATHERPROOF, FUSIBLE DISCONNECT WITH FUSES AS REQUIRED BY
MANUFACTURER'S NAMEPLATE DATA.
"-THE AQDDSON ORWP
DRAWINGS BY:
THE
ADDOSON GROUP
424 E. CENTRAL BLVD STE. 710
ORLANDO, FL 32801
4WVW.ADDOSON.COM
INFO co UDO30N.COM
407.247.6504
CHAD LINN, P.E.
P.E. n57W4
P.O. BOX 140024
ORLANDO, FL 32814
407.252.6433
project number:
201582
date:
06.26.2015
date:
07.10.2015
revision date:
08.21.2015
El
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ilk=
co
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CHAD LINN, P.E.
P.E. n57W4
P.O. BOX 140024
ORLANDO, FL 32814
407.252.6433
project number:
201582
date:
06.26.2015
date:
07.10.2015
revision date:
08.21.2015
El
NOTE
VA
LOAD DESCRIPTION
MOPD
CIR.
PANEL
,M»
CIR.
MOPD
LOAD DESCRIPTION
VA
NOTE
—
1200
DISH WASHER
20/1
1
2
100/2
PANEL "B"
—
-
-
1000
REFRIGERATOR
20/1
3
4
-
-
1200
MICROWAVE
20/1
5
6
30/2
A/C CONDENSING UNIT
2520
-
1
-
360
COUNTER TOP RECEPTACLES
20/1
7
8
520
21
—
600
DISPOSAL
20/1
9
10
60/2
AIR HANDLER UNIT
5400
—
—
360
EXTERIOR GFI RECEPTACLES
20/1
11
12
5400
—
—
SPARE
20/1
13
14
16
40/2
RANGE
4000
-
-
—
SPARE
20/1
15
4000
PANEL MOUNTING: SURFACE
FED FROM: UTILITY SERVICE
SERVICE: 120/24OV, lib, 3 WIRE, AC, FULL NEUTRAL
MAINS: 150 AMP WITH 150A MCO
Mi
B
EXISTING PANEL
NOTE
VA
LOAD DESCRIPTION
MOPD
CIR.
PANEL
))
B
r—�
CIR.
MOPD
—
1500
LIGHTS AND RECEPTACLES
20/1
1
2
30/2
—
1500
LIGHTS AND RECEPTACLES
20/1
3
4
—
1500
LIGHTS AND RECEPTACLES
20/1
5
6
30/2
—
1500
LIGHTS AND RECEPTACLES
20/1
7
8
—
—
SPARE
20/1
9
10
20/1
—
—
SPARE
20/1
11
12
20/1
—
—
SPARE
20/1
13
14
20/1
—
—
SPARE
20/1
15
16
20/1
—
—
SPARE
20/1
17
18
20/1
—
—
SPARE
20/1
19
20
20/1
—
—
SPARE
20/1
21
22
20/1
—
SPARE
20/1
23
24
20/1
PANEL MOUNTING: FLUSH I
FED FROM: MAIN PANEL AT EXTERIOR WALL A
SERVICE: 120/240V, 10, 3 WIRE, AC, FULL NEUTRAL B
MAINS: 100 AMP MAIN LUG ONLY
A.I.C. RATING: 10,000A MINIMUM
MAIN `_
MOU
E
LOAD
MAI
LOAD DESCRIPTION
VA
NOTE
WATER HEATER
2 250
—
2250
DRYER
2500
—
2500
WASHER
1200
—
LAUNDRY ROOM RECEPTACLES
540
—
SPARE
—
—
SPARE
—
—
SPARE
—
—
SPARE
—
—
SPARE
—
—
SPARE
—
—
�— GROUNDING SYSTEM
POWER RISER DIAGRAM
NOT TO SCALE
O1ELECTRICAL
NO SCALE
REFERENCE NOTES:
O1 PROVIDE NEW 100A, 2P CIRCUIT BREAKER. THE SHORT CIRCUIT CURRENT RATING OF
NEW BREAKER SHALL MATCH THE EXISTING BREAKER SHORT CIRCUIT CURRENT
RATING IN PANELBOARD "M". REFER TO PANEL SCHEDULE FOR DETAIL.
O2 1 — 1 1/4" CONDUIT, 3#3, 1#6 GND COPPER (OR 3#1 AND '1#4 OND ALUMINUM).
�3 PROVIDE PANELBOARD "B". REFER TO FLOOR PLANS FOR LOCATION, REFER TO
PANEL SCHEDULE FOR DETAIL.
' 7RE AOOOSON GROUP
DRAWINGS BY:
THE
ADDOSON GROUP
424 E CENTRAL BLVD SiE 710
ORLANDO, FL 32801
WW W.ADDOSON.COM
INFOUDDOSON.COM
407.247.6504
0)
ELECTRICAL LOAD CALCULATION FOR
SERVICE: 120/240 VOLT, 10, 3 WIRE
o �
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PANEL MAINS: 200 AMP M.L.O. SINGLE_ FAMILY RESIDENCES (OPTIONAL
�Cl)
FED FROM: 200 AMP ENCLOSED CIRCUIT BREAKER
CALCULATION PER NEC 220.32)
GENERAL LOAD
HVAC LOAD
UJ
GENERAL LIGHTING & RECEPTACLE LOAD 1392 SOFT X 3 VA/SQFT =
4176 VA
AHU BLOWER 850 VA X100% =
850 VA
TWO 20A APPLIANCE OUTLET CIRCUITS 1500 VA X 2 =
3000 VA
A/C CONDENSER UNIT 5040 VA X 100% =
5040 VA
ONE LAUNDRY CIRCUIT 1500 VA X 1 =
1500 VA
10 KW ELECTRIC HEAT 10000 VA X 65% =
6500 VA
RANGE
8000 VA
TOTAL HVAC LOAD (HEAT PREVAILED + AHU BLOWER)
7350 VA
WATER HEATER
4500 VA
DISHWASHER
1200 VA
MICROWAVE
1200 VA
CLOTHES DRYER
5000 VA
DISPOSAL
675 VA
REFRIGERATOR
1000 VA
SUB—TOTAL
31101 VA
FIRST 10 KVA AT 100% 10000 VA X 100% =
10000 VA
REMAINDER OF GENERAL LOAD 0 40% 21101 VA X 40% =
8440 VA
TOTAL NET GENERAL LOAD
18440 VA it
TOTAL HVAC LOAD
7350 VA
TOTAL LOAD GENERAL LOAD 18440 VA + HVAC LOAD 7350 VA =
25790 VA
CALCULATED LOAD FOR SERVICE 25790 VA / 240 V =
107 AMPS
THIS DWELLING UNIT WOULD BE PERMITTED TO BE SERVICED BY A 150 AMPS SERVICE BASED ON ABOVE CALCULATIONS.
REFERENCE NOTES:
O1 PROVIDE NEW 100A, 2P CIRCUIT BREAKER. THE SHORT CIRCUIT CURRENT RATING OF
NEW BREAKER SHALL MATCH THE EXISTING BREAKER SHORT CIRCUIT CURRENT
RATING IN PANELBOARD "M". REFER TO PANEL SCHEDULE FOR DETAIL.
O2 1 — 1 1/4" CONDUIT, 3#3, 1#6 GND COPPER (OR 3#1 AND '1#4 OND ALUMINUM).
�3 PROVIDE PANELBOARD "B". REFER TO FLOOR PLANS FOR LOCATION, REFER TO
PANEL SCHEDULE FOR DETAIL.
' 7RE AOOOSON GROUP
DRAWINGS BY:
THE
ADDOSON GROUP
424 E CENTRAL BLVD SiE 710
ORLANDO, FL 32801
WW W.ADDOSON.COM
INFOUDDOSON.COM
407.247.6504
0)
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CHAD LINN, P.E
P.E.#57524
P.O. BOX 1400'24
ORLANDO, FL 32814
407.252.6433
project number:
201582
date:
06.26.2015
date:
07.10.2015
revision date:
07.10.2015
E2