HomeMy WebLinkAbout417 12 St - BR18-002529 - (a) Interior AlterationJUL 0 9 202
CITY OF
SANFORD`
FIRE DEPARTMENT
Building & Fire Prevention Division
PERMIT APPLICATION
i -aSb,S
Application No: -
Documented Construction Value: $ v L •'
Job Address: 417 12th ST., SANFORD FL 32771 Historic District: Yes No
Parcel ID: 25-19-30-5AG-1 407-0060 Residential Commercial
Type of Work: New[] Addition Alteration Repair Demo Change of Use Move
Description of Work: INTERIOR ALTERATION: Electrical work. Replace drywall,
baseboard, interior door, interior & exterior painting. rlaw,Q!lr ;+•r
Plan Review Contact Person: Juan Vasquez Title:CGC
Phone: 407-219-8252 Fax: Email: JUAN@3VDCONSTRUCTIONS.COM
Name
Street:
Property Owner Inf rmation
JESSICA CARRION t}2y J C I$ (I/IC Phone: 407-301-7891/452-9356
2874 BERKSHIRE CIR. Resident of property? : NO
City, State Zip: KISSIMMEE, FL 34743
Name JUAN A VASQUEZ MATA
Street: P.O. BOX 560172
City, State Zip:
407-219-8252
Fax: N/A
ORLANDO, FL 32856-0172 State License No.: CGC1520470
Architect/Engineer Information
Name: O. CIEL PLAZA
Street: 25'52 GREENWILLOW DR
City, St, Zip: ORLANDO, FL
Bonding Company:
Address:
N/A
Phone: 407-217-4464
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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 611 Edition (2017) Florida Building Code
Revised: January I, 2018 Permit Application 1q,
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NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
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in—.t.—m
7.
wner/Agent Date Signature of Co gent Date
Print Owner/ ge 's Name Pnnr ontractorh
Sig6atu o -State of Florida Date Signatu
SANTOS ECHEVARRIA
NOTARY PUBLIC •
STATE OF FLORIDA i y
CormWt OG111502
Owner/Agent is 4ers)onafi"%r?Me or Contractor%
Produced ID — Type of IDProduced ID Gsa
t - --
7 -T IF) ANNETTE
BLAND Notary
Public - State of Florida Commission
a GG 060623 My
Comm. Expires Jan 16, 2018 Is
Type
of ID BELOW
IS FOR OFFICE USE ONLY o
Me or Permits
Required: Building& Electrical K Mechanical Plumbing Gas Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps, Fire
Sprinkler Permit: Yes No # of Heads APPROVALS:
ZONING: -13- 1 % UTILITIES: ENGINEERING:
COMMENTS:
FIRE:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
Revised:
January I, 2018 Permit Application
REQU @ E D IINSlPlEC TiLON SIEQUIENC:I&
B1Ptf IQ- . p 09
N&n M= )Cons ec nonu IIDescni n®®.
Footer / Setback
Stemwall '
Foundation / Form Board. Surve
Slab /Mono Slab -Pre our
Lintel / Tie Beam / Fill / Dawn C
Sheathing _ Nails,
Sheathing— Roof -
Roof Dry In
Frame
Insulation Rough In-
Firewall Screw Pattern
i Drywall / Sheetrock
Lath Inspection
Final Solar;
Finaf Roof ,.
Final Stucco/,Siding
Insulation Final
Final Utili ' ' Building -
Final Door
Final Window
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single 8-amil, Resrdence
Final Building(other)
REVISED: June 2014
Ban IInspecdon IIDescripdon
Electric Underground
Footer C SIab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
min MaxIIns ectnonn IIDescriRtion
Mechanical Rough
Mechanical Final
Gas Underground
Gas Rough
Gas Final
SCPA Parcel View: 25-19-30-5AG-1407-0060
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Page 1 of 2
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Parcel Information
Property Record Card
Parcel: 25.19-30-5AG-1407-0060
Property Address: 417 W 12TH ST SANFORD, FL 32771-2859
Parcel 25-19-30-5AG-1407-0060
Owner(s) SUZUKISERG98INC
Property Address 417 W 12TH ST SANFORD. FL 32771-2859
Mailing 2874 BERKSHIRE CIR KISSIMMEE, FL 34743.5656
Subdivision Name SANFORD TOWN OF
Tax District S4-SANFORD- 17-92 REDVDST
DOR Use Code 0112-RESD STRUCTURE W/COMM LAND
Exemptions
117
6
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1
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Value Summary
2018 Working
Values
2017 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 3 3
Depreciated Bldg Value 161,864 148,904
Depreciated EXFT Value 6W 600
Land Value (Market) 35,100 35,100
Land Value Ag
JuWmmlet Value " 197,564 184.604
Portability Adj
Save Our Homes Adj s0 0
Amendment 1 Adj 0 s0
P&GAdj so 0
Assessed Value 197,564 184,604
Tax Amount without SOH: $3,515.13
2017 Tax Bill Amount $3,515.13
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOTS 6 + 7 BLK 14 TR 7
TOWN OF SANFORD
PB 1 PG 57
Taxes
Sales
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 197,564 0 197,564
Schools 197,564 O 797,564
City Sanford 197,564 O 197,564
SJWM(Safnt Johns Water Management) 197,564 50 197,564
County Bonds 787,564 O 197.564
Description Date Book Page Amount Qualified Vadlmp
WARRANTY DEED 12/1/2017 09039 L 253,000 Yes Improved
WARRANTY DEED 6I1/2017 08938 0708 227,000 Yes Improved
QUIT CLAIM DEED 6/1I2014 08278 1461 100 No Improved
QUIT CLAIM GEED 1/1/2014 08204 1294 700 No Improved
QUIT CLAIM DEED 8/1/1898 03863 0773 E15,000 No Improved
WARRANTY DEED 6/1/1992 02445 0700 30,000 No Improved
CERTIFICATE OF TITLE 9/1/1991 02333 0220 28,300 No Improved
WARRANTY DEED 7/1/1987 01866 1886 43,000 Yes Improved
WARRANTY DEED 5/1H98601 7330777 38,000 Yes Improved Method
Frontage Depth Units Units Price Land Value SQUARE
FEET 0.00 0.00 11700 3.00 35,100 http://
parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=2519305AG 14070060 7/9/2018
SCPA Parcel View: 25-19-30-5AG-1407-0060 Page 2 of 2
Building Information
Is Bed/Bath count mcorre lick Here.
Description Year BuiltAduaUEHeclive Fixtures I Bed I Bath Base Area Total SF Living SF Ext Wall Adj Value Rapt Value Appendages
1 SINGLE
FAMILY
1925/1960 3 2 10 1,144 1,358 1,168 SIDING
GRADE 3
63,871 104,279 Description Area
ENCLOSED
PORCH 2400
FINISHED
SCREEN
PORCH 190.00
FINISHED
Description Year BuiltAduaUEffedive Stories Total SF Ext Wall Adj Value Rapt Value Appendages
2 STEEL/PRE ENGINEERED. 1995 1 3.000 METAL PREFINISHED - INSULATED $78,254 $110,999 Description Area
No Appendages
3 WOOD BEAM/COLUMN 2006/2008 1 486 STUCCO W/1110OD OR MTL STUDS $19.739 $22,559 Description I Area
No Appendages
Permits
Permit # Description Agency Amount CO Date Permit Date
00909 CHANGE ELECTRICAL FROM OVERHEAD TO UNDERGROUND SANFORD 429 12/1/2005
00169 REPLACE EXISTING GARAGE W/NEW DETACHED-18 X 27 BLDG IS IN USE 06/24/08 BUT NOT
COMPLETED SANFORD 9,720 6/24/2008 9/13/2005
03320 REROOF W/NIETAL SANFORD 2,400 7/11/2005
01094 METAL STORAGE BLDG SANFORD 30.020 1 3/1/1994
01696 1 DEMOLITION - GARAGE ISANFORDI E500 1 1711/1993
I hrmb aso foss nM aftWft ft mms esmma. Ce ky ftropM AWW"es men. For riffs a punaons eonpn I-aP"W"Frssss ennhava Ouomny ownbnsnr of to m mama bi~ew prop"b Wcam I
Extra Features
Description Year Built Units Value New Cost
FIREPLACE 1 6/1/1925 1 6W 1,W0
http://parceidetail.scpafl.org/ParcelDetailInfo.aspx?PID=2519305AGI4070060 7/9/2018
RECORD COPY
SUZUKISERG98
417 W 12th ST. SANFORD FL 32771
PARCEL ID #25-19-30-5AG-1407-0060
INTERIOR ALTERATION
Mother in Law)
12th ST •;ttiinit 41:ADmAr
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J ' I dS.VGLE 51JHY 68'
v RF ;t[:traCE al
I
I
I t °' , METAL
v x•' ka • 3l.ILDING inof
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73'-11•
n7-2 iLOT7
T25D• iCK 14
3 TIER
J
1 lU 89'2544" E i 17'(p)
ou.o tn- ntat _3uc.r, t:c: u:: iaL;
I
PROJECT
INTERIOR ALTERATION
SETBACKS - SITE PLAN
SCALE 1/64- = 1 oo•
II`
wi-MVi:;:d PLANS
6 CA,- TCX
SCONE OF WORK
CONVERT LIVING AREA IN BEDROOM.
ELECTRICAL WORK, DRYWALL, INTERIOR
DOOR, BASEBOARD, INTERIOR AND
EXTERIOR PAINTING.
INDEX
G1 SITE PLAN. SETBACKS. NOTES.
Al EXISTING FLOOR PLAN/DEMO.
A2 PROPOSAL FLOOR PLAN.
E1 ELECTRICAL PLAN.
D1 DETAILS.
D2 DETAILS.
S(',HFDUI F ARFAtsFt
NLVSPACESV SS
SINGLE FAMILY 1 1144 214 358
SINGLE FAMILY 2 486
STEEL/PRE ENG. 3000 000
TOTAL LIVING AREA 1630
TOTAL GROSS AREA 4844
EXPOSURE CATEGORY B
BASIC WIND SPEED 140
INTERNAL PRESSURE COEFFICIENTS
BUILDING, ENCLOLSED +/— 0.18
NAND IMPORTANCE FACTOR 1
ROOF DESIGN NAND PRESSURE 30 PSF
Fec, sEcnoN 1604.6
WINDOW DESIGN NAND PRESSURE:
A. POSITIVE PRESSURE OF 22 P.S.F.
B. NEGATIVE PRESSURE OF 30 P.S.F.
DOOR DESIGN NAND PRESSURE:
SLIDING GLASS DOORS : ALL SIZES
A. POSITIVE PRESSURE OF 21 P.S.F.
B. NEGATIVE PRESSURE OF 28 P.S.F.
OVILDINC
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ENTRY DOOR: A CONFIGURATIONS
A. POSITIVE PRESSURE OF 20 P.S.F. SANB. NEGATIVE PRESSURE OF 25 P.S.F.
MINIMUM DISTRIBUTED LIVE LOADA°R
BALCONIES AND DECKS (EXTERIOR) 40 Psf
GUARDRAILS AND HANDRAILS 200 Psf
GUADRAILS IN —FILL COMPONENTS 50 Psf
PASSENGER VTJiIgF GARAGES 50 Psf
ROOMS OTHER THAN SLEEPING ROOOM : 40 Psf
SLEEPING ROOMS 30 Psf
STAIRS 40 Psf
SETBACKS - 2 5 2 9BUILDINGLFEVIEVYEDFORCODECOMPLIANTTES # 1 8
FRONT 25.0
ct.na r, REAR 74.4' _ r:C tpt,•ct RIGHT SIDE 4.7" PLANS EXAMINER
LEFT SIDE 68.1' /]' ,. ` 19
See survey attached DATE
EXISTING IMPERVIOUS AREA
SINGLE FAMILY 1 1358 SF
SINGLE FAMILY 2 486 SF
STEEL/PRE ENG. INSULATED 3000 SF
DRIVEWAY —SIDEWALK —ACCESS 400 SF
LOT AREA 11700 SF
IMPERVIOUS AREA 44 %
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THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR
EXCEED THE 140 MPH NAND LOAD REQUIREMENTS OF
SECTION III OF THE FLORIDA BUILDING CODE 2017
EDITION RESIDENTIAL
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR
EXCEED THE MECHANICAL. ELECTRICAL do PLUMBING
REQUIREMENTS OF ALL APPLICABLE STATE AND
LOCAL CODES AND ORDINANCE.
ELECTRICAL PLAN : BASED IN NEC 2014
MOBILE/MANUFACTURED HOME SET—UP, REPAIR AND
REMODELING SHALL COMPLY MATH THE MOBILE
MANUFACTURED HOME INSTALLATION STANDARD
Fa
0
EVISIONS
MA
co
SANFORD BUILDING DIVISIOW'ISCREPANCIES IN DRAWINGS t-
A PERMIT ISSUED SHALL BE CONSTRUED TO
FqE
BUILDING CONTRACTOR/OWNER SHALL CHECK ARCHITECTURAL. =DATELICENSETOPROCEEDWITHTHEWORKANDNGMECHANICAL, ELECTIaCA STRUCTURAL DRAWINGS FORAUTHORITYTOVIOLATE, CANCELALTER OR S, MANDOWS. SLEEVES, ANgiORS, HANGERS, SLAB OEPRES9oNS
0NS, PITCH AND OTHER RELATED ITEMS AND SHALL ASSUME
ASIDE ANY OF THE PROVISIONS OF THE rECHs,3tuiY FOR THEIR PROPER LOCATION. PLACEMENT AND CONnNaTY CODES,
NOR SHALL ISSUANCE OF A PERMIT PR EnI aPl ouHonoN R.ANAS.DTHE PR aN RECORD sIA LL NUMBER THE
BUILDING OFFICIAL FROM THEI EAFI'E FltD IN WRITING OF ANY VARIATION OR DENA710N IN THE REQUIRING
A CORRECTION OF ERRORS IN P N@1MESIGHS, CONana+s, AND sPEaFlCAnals ON THESE PLANS. 2ota-o034 CONSTRUCTION
OR VIOLATIONS OF THIS CO EL GENERAL CONTRACTOR, SUBCONTRACTOR, MECHANICAL. ELECTRICAL DPLUMBINGCONTRACTORTOINSPECTTHEEXISTINGCONDITIONPRIOR 10
COMMENCING THE PROPOSED CONSTRUCTION. S H E E T 3-
ALL MATERIALS AND FINISHES TO MATCH EXISTING BUILDING. 4-
ADHERE TO ALL STATE. COUNTY AND LOCAL CODES G1 SETBACKS -
2 5 2 9 BUILDINGLFEVIEVYEDFORCODECOMPLIANTTES # 1 8 FRONT
25.0 ct.
na r, REAR 74.4' _ r:C tpt,•ct RIGHT SIDE 4.7" PLANS EXAMINER LEFT
SIDE 68.1' /]' ,. ` 19 See
survey attached DATE EXISTING
IMPERVIOUS AREA SINGLE
FAMILY 1 1358 SF SINGLE
FAMILY 2 486 SF STEEL/
PRE ENG. INSULATED 3000 SF DRIVEWAY —
SIDEWALK —ACCESS 400 SF LOT
AREA 11700 SF IMPERVIOUS
AREA 44 % Q
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THIS
STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED
THE 140 MPH NAND LOAD REQUIREMENTS OF SECTION
III OF THE FLORIDA BUILDING CODE 2017 EDITION
RESIDENTIAL THIS
STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED
THE MECHANICAL. ELECTRICAL do PLUMBING REQUIREMENTS
OF ALL APPLICABLE STATE AND LOCAL
CODES AND ORDINANCE. ELECTRICAL
PLAN : BASED IN NEC 2014 MOBILE/
MANUFACTURED HOME SET—UP, REPAIR AND REMODELING
SHALL COMPLY MATH THE MOBILE MANUFACTURED
HOME INSTALLATION STANDARD F
a0
EVISIONS
MA
co
SANFORD
BUILDING DIVISIOW'ISCREPANCIES IN DRAWINGS t- A
PERMIT ISSUED SHALL BE CONSTRUED TO FqE
BUILDING
CONTRACTOR/OWNER SHALL CHECK ARCHITECTURAL. =DATELICENSE TOPROCEEDWITHTHEWORKANDNGMECHANICAL, ELECTIaCA STRUCTURAL DRAWINGS FORAUTHORITY TOVIOLATE, CANCELALTER OR S, MANDOWS. SLEEVES, ANgiORS, HANGERS, SLAB OEPRES9oNS 0NS,
PITCH AND OTHER RELATED ITEMS AND SHALL ASSUME ASIDE
ANY OF THE PROVISIONS OF THE rECHs,3tuiY FOR THEIR PROPER LOCATION. PLACEMENT AND CONnNaTY CODES, NOR
SHALL ISSUANCE OF A PERMIT PR EnI aPl ouHonoN R.ANAS.DTHE PR aN RECORD sIA LL NUMBER THE BUILDING
OFFICIAL FROM THEI EAFI'E FltD IN WRITING OF ANY VARIATION OR DENA710N IN THE REQUIRING A
CORRECTION OF ERRORS IN P N@1MESIGHS, CONana+s, AND sPEaFlCAnals ON THESE PLANS. 2ota-o034 CONSTRUCTION OR
VIOLATIONS OF THIS CO EL GENERAL CONTRACTOR, SUBCONTRACTOR, MECHANICAL. ELECTRICAL D PLUMBINGCONTRACTORTOINSPECTTHEEXISTINGCONDITIONPRIOR10COMMENCING
THE PROPOSED CONSTRUCTION. S H E E T 3- ALL
MATERIALS AND FINISHES TO MATCH EXISTING BUILDING. 4- ADHERE
TO ALL STATE. COUNTY AND LOCAL CODES G1
L
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1111 i L''
1iii yZj G
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Vl v
ale O
EXISTING 3-1/2• MIN-4- CONC. Lu wSLABW/FIBERMESH OR W/6'x6' -J N,A g
10/10 OVER 6 MIL VISO. ON 0- : Z 1• .
COMPACT & TERMITE TREATEDDESCRIPTIONw =•• FILL ALL CONCRETE TO BE 2500 , J 3PSIMIN. TO REMAIN. i
GSO1111 ```v~i o
27'-2'
1
20'-3• D 2
3 7'-4' -10' 0' Z
I y
EXISTING To DEMOLITION NOTE °' a
SH.25
REMAIN Q a
18.5 -31. 18.5 -31.
11
DPWp v D
0 0 1-WEAR PROTECTIVE GEAR WHEN DEMOLISHING H
AREAS PRONE TO DUST ANO/OR OTHER (n
AIRBORNE PARTICLES. ZEXISTINGSTUD 912-LEAVE ALL PLUMBING STUBS WHERE NOTED. Q Q wDARINK2'x4' SYP
REMAIN EXTENTTHERS OOFNOTED TO
EMOL111ONESHOWNEONMTHIS PLAN a
c
REF. O.C. TO REMAIN
4•KSHOWWER IS INTENDED TO SHOW WALLS AND WINDOWS AND
EXTERIOR FINISHES/COMPONENTS. PLAN DOES
NOT SHOW INTERIOR FINISHES. FIXTURES ORCEILINGREMOVALWHICHWILLBEREQUIREDAND
WILL BE COORDINATED IN THE FIELD.
4-OWNER/DESIGNER ASSUMES NO RESPONSIBILITY
FOR ACTUAL CONDITION OF STRUCTURE TO BE
ULAV DEMOLISHED.
5-DISCONNECT UTILITY SERVICES PRIOR TO CDEMOLITIONa
6-FILL IN ALL CAVITIES AND ADJUST SOIL
ACCORDINGLY BASED ON SITE ANALYSIS. H
7-ALL DEMOLISHED MATERIALS TO BE REMOVED w
AFTER COMPLETION OF JOB. NO MATERIAL LEFT
DR-2668 . n M ON SITE OR IN SOIL.
TOILET 8-EXISTING WALLS DEPICTED ARE CLOSE
ao , N eo APPROXIMATIONS BASED ON MEASURED FIELD o
au DATA. WHILE THE ACCURACY OF THE DEPICTED
INFORMATION IS GOOD, FIELD SHOULD VERIFY ANY EVISIONSDIMENSIONSWITHAVISUALIFSOMETHINGISIN
D
QUESTION.
U
EXISTING
a, TO_------ EXISTING 3-1/2• MIN-4- CONC. ABREVIATION LIST
Z
SLAB W/FlBERMESH OR W/6'x6' A/C AIR -CONDITIONER 00 ^ O
10/10 OVER 6 MIL VISA. ON w g
v ` 1 ------' COMPACT do TERMITE TREATED AHU AIR HANDLER UNIT O o d Q
DR-3068 BF BIFOLD DOOR sFlLLALLCONCRETETOBE2500DDRYERPSIMIN. TO REMAIN. z J
d
DISP DISPOSAL c
O REF REFRIGERATOR LJ._I w L QFAHUJNDWDISHWASHER — PORCH ELEV ELEVATION U) `^ O
GC GENERAL CONTRACTOR N 9ir
HB HOSE BIBB Y LEI
4S - 306
LAV LAVATORY 3 Z2) SA-. I I MW MICROWARE n3' 9' 6' 12'-2• N.T.S NOT TO SCALE (
I 47'_2• I SD SMOKE DETECTOR
SF SQUARE FT
S.Y.P SOUTHERN YELLOW PINE
EXISTING FLOOR PLAN TEMP TEMPERED
TYP TYPICAL
SCALE 1/4' = 1' 00• U.N.O UNLESS NOTED OTHERWISE
W WASHER
W/ WITH
W/C WATER CLOSET
DATE
WP WATER PROOF 06/18/2018
LV LIVING AREA - HEATER
NLV NON LIVING AREA NUMBERGRTOTALGROSSAREA
T) SAFETY -GLASSING 2018-0034
WINDOW/TEMPERED
SHEET
Al
DEMOLITION/ALTERATION SCHEDULE
F LTE N
A NEW INTERIOR WOOD FRAME WALL (NON BEARING)
B NEW INTERIOR DOOR
C NEW CLOSET W/81fOL0 DOOR
D REMOVE WINDOW AND INFILL W/WOOD
2I3
DOOR SCHEDULE
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111111 ` H s27'-2•
51-11. 20'-3•
7'-4• '-10• 0'
SH. SH.25 a v
18.5 -31. 18.5 -31. zco j
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LUMBER NOTE
N ALL WOOD FRAMING MEMBERS THAT REST FONCONCRETEORMASONRYEXTERIOR0. n NoU) n FOUNDATION WALLS AND ARE LESS THAN
alo (A 0D 8 INCHES FROM THE EXPOSED GROUND
wTO BE SOUTHERN YELLOW PINE No. 2
WITH MAX. CONTENT OF MOISTURE 19
PRESSUE TREATED, IN ACCORDANCE WITH
AWPA U1.
ALL LUMBERS TO BE SOUTEHRN YELLOW
PINE No. 2 WITH MAX. CONTENT OF EVISIONS
MOISTURE 19 PRESSURE TREATED.
04 U
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4.7-26.9 LJJ 0, 1 Q2) SC-3068 N OL_3, I 16'-6• I 3,_4. I 7, I — N s &EI9, I 10'-10• I I 7 I i;uj
27'-2• I
n Z
PROPOSAL FLOOR PLAN
N~
SCALE 1 /4• = 1' 00' (
DATE
06/19/2018
NUMBER
2018-0034
SHEET
IL A2
0 0
AR COUNTER TOP
SINK REf. KSHOWWER KITCHENNETTE
O BATH
DINING
O
BEDROOM
TOILET DR-2668
D 1
LIVING
o,
EXISTING
TO REMAIN
v
DR-3068
2) BF-3068
ITEMS SIZE ROUGH OPENING MATERIALS
DOORS a
3068 SC 36"x80" 38"x82"-EXT. SOLID CORE WOOD WOOD
2668 DR 30" x 80" 32"x82"-INTERIOR HOLLOW CORE WOOD
BIFOLD
DOOR
BF-3068 36"x80" 36"x81" INTERIOR HOLLOW
CORE WOOD WOOD
DEMOLITION/ALTERATION SCHEDULE
DESCRIPTION OF ALTERATION
A NEW INTERIOR WOOD FRAME WALL (NON BEARING)
8 NEW INTERIOR DOOR
C NEW CLOSET W/BIFOLD DOOR
D REMOVE WINDOW AND INFlLL W/WOOD
1 ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION
SHALL BE INSTALL -LED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE
INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITAL AREAS
2. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD
ELEVATION.
3. A/C COMPRESSORS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION.
4. MAIN CIRCUIT BREAKER PANEL SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION.
5. PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CHECK NAMEPLATE DATA OF
A/C EQUIPMENT, HOT WATER HEATERS, AND OTHER EQUIPMENT TO OBTAIN CORRECT
WARE SIZES AND OVERCURRENT PROTECTION
5. ARC FAULT OUTLETS AT ALL BEDROOMS TYPICAL
6. SMOKE / CARBON MONOXIDE (COMBO) DETECTORS SHALL BE IN ALL SLEEPING
AREAS: SHALL BE INTERCONECTED: SHALL BE 3' FROM WITHIN 1' TO 3' OF PEAK, AND
SHALL BE 3' FROM THE SUPPLY OR RETURN AIR STREAMS, AND EQUIPPED WITH A
BATTERY BACK-UP.
7. ALL NEW CIRCUITS TO CONNECT TO EXISTING ELECTRICAL PANEL.
8 ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO
CENTERED LINE OF THE BOX TO BE:
GENERAL : 16" GENERAL. KITCHEN 44" AFF. BATHROOM : 39" AFF
LAUNDRY ROOM : 36" AFF. EXTERIOR WATERPROOF : 12" AFF
GARAGE GENERAL PURPOSE : 42" AFF RANGE . 2" AFF
9 ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE
ELECTRICAL
NOTES
10 ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR.
11. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN
STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED
ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF
ALL ELECTRICAL, WIRING & ACCESSORIES.
12. SMOKE DETECTORS SHALL BE IN ACCORDANCE NTH R314.1 AND LISTED IN ACCORDANCE
WITH UL 217.
13. PROVIDE AFCI'S (ARC -FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO
PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITES PER NFPA 70
AND THE 2008 NEC
14 PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE 2008 NEC, 40611
15 CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE
INSTALLED IN ALL DWELLING UNITES IN ACCORDANCE WITH FBC R315 AND NFPA 70 SUCH
DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034.
STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR
DETECTOR SENSOR, ACCORDING TO THE INSTALLATION
15 CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE
INSTALLED IN ALL DWELLING UNITES IN ACCORDANCE WITH FBC R315 AND NFPA 70. SUCH
DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034.
STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR
DETECTOR SENSOR, ACCORDING TO THE INSTALLATION
0 0
GFC GFCI
wt!
WP INK REF.
KITCHENNETTE
4-1. -'¢`` BEDROOM
WALL
BATH
CAP LAV.
FCI DINING
WP
WALL
CAP TOILET
D DGypyyiLIVING
WP
PORCH AHU
ELECTRICAL PLAN
SCALE 1/4': V-00"
WP - W------------------------------
16. R315.1.2 3 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS
SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
17 KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS ,ttillpllijj18INNEWCONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A
ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATVR4 ` B KUP 8.3
19. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDle, VENTILATlt. Q.
TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. e .•' 3
20 ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOMF`'f E.-POOL Ly
SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THA4. H A -_MI M Q
SOUND PRESSURE RATING OF 85 DBA AT 10 FEET, AND EITHER HARDWIRED 0 QFL/]H
PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE NtN
THE DOOR OR WINDOW ARE OPENED ' Z r-
21 ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTEITCyRCII WO FOR- r
DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK ;THIS WOULD
INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE RECEPTAcoiS Tt. !FtZ
SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TD•jS Q
REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANG/S 0 • `
INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE ft. 00
RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS A
INSTALLED IN CORNER COUNTERS.
22. ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF
FIXTURE TO BE USED. LIGHT FIXTURES SHOWS ARE FOR LOCATION PURPOSES.
NOTE
ELECTRICAL WORK WILL BE
PERFORMED ACCORDING ONLY BY
REQUIREMENT OF NEC 2014, IN
ORDER TO COMPLETE THE JOB IN
ONLY THE WORKING AREAS.
EXISTING THE ELECTRICAL METER
AND ELECTRICAL SUB -PANEL TO
REMAIN.
ELECTRICAL LEGEND
RECESSED CEILING LIGHT
WALL MOUNTED LIGHT
FAN W/LIGHT
GF( GROUND FAULT INTERRUPTER
DUPLEX OUTLET
TAMPER RESISTANT DUPLEX
OUTLET 15 A AFF 18"
WATHERPROOF DUPLEX RECEPTABLES
1) 220 V
TAMPER RESISTANT DUPLEX OUTLET 15
A UNDER COUNTER
TAMPER RESISTANT DUPLEX OUTLET 15
A ABOVE COUNTER
M ELECTRIC METER LOCATION
ELECTRIC PANEL
WJ DISCONNECT SWATCH
A/C COMPRESOR W/CONCRETE PAD
EXHAUST FAN BATHROOM
TO THERMOSTAT
WALL SWITCH 15 AMP. AFF 42"
y THREE WAY SWITCH 15 AMP AFF 42"
SMOKE DETECTOR & CARBON
MONOXIDO COMBO
1/2 HOT, 1/2 TAMPER RESISTANT
DUPLEX OUTLET 15 A. AFF 18"
PENDANTS LIGHT
PRE -WIRED GARAGE DOOR OPENER
PUSH BOTTON GARAGE DOOR OPENER
GARBAGE DISPOSAL MOTOR
SPOT LIGHT WATERPROOF
o DOORBELL CHIME
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IDATE
I 06/18/2018 NUMBER
2018-
0034 SHEET
E1
A/C COMPRESSOR INSTALLATION
ANCHORAGE OF APPLIANCES.
APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE FASTENED OR ANCHORED IN AN APPROVED
MANNER.
STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD OF THE
APPLIANCE'S
VERTICAL DIMENSIONS. AT THE LOWER POINT, THIS STRAPPING SHALL MAINTAIN A MINIMUM DISTANCE OF 4
INCHES
102 MM) ABOVE THE CONTROLS. PER M13072.
GOUND-MOUNTED UNITS
GROUND -MOUNTED UNITS FOR GROUP R3 RESIDENTIAL APPLICATIONS MANY BE ANCHORED WITH #14
ACREWS WITH GASKETED WASHERS ACCORDING TO THE FOLLOWING.
1. FOR UNITS WITH SIDES LESS THAN 12 INCHES (305 MM). ONE SCREW SHALL BE USED AT EACH SIDE OF
THE UNIT.
2. FOR UNITS BETWEEN 12 AND 24 INCHES (305 AND 610 MM), TWO SCREWS SHALL BE USED PER SIDE.
3. FOR UNITS BETWEEN 24 AND 36 INCHES (610 AND 9144 MM), THREE SCREWS SHALL BE USED PER SIDE.
4. FOR UNITS GREATER THAN 36 INCHES OR 5 TONS (9144 MM AND 18 KW), ANCHORAGE SHALL BE DESIGNED
IN ACCORDANCE WITH
SECTION M1307.3.
NOTES:
1. CORROSION PROTECTION. BUILDINGS LOCATED WITHIN 3,00 FEET (914 400 MM) OF THE OCEAN SHOULD
UTILIZE NONFERROUS METAL, STAINLESS STEEL OR STEEL WITH MINIMUM G-90 HOT -DIP GALVANIZED
COATING EQUIPMENT STANDS AND ANCHORS AND STAINLESS STEEL SCREWS.
2. STRAPPING. JOB -SITE STRENGTHENING OF FAN COWLINGS AND VENT HOODS IS RECOMMENDED. TWO OR
FOUR STAINLESS STEEL CABLES ARE RECOMMENDED, DEPENDING ON DESIGN WIND CONDITIONS.
ALTERNATIVELY, ADDITIONAL, HEAVY STRAPS CAN BE SCREWED TO THE COWLING AND CURB,
A/C COMPRESSOR
CONCRETE PAD
TYP. FRAMING @ EXTERIOR DOOR OPENING
CRIPPLE STUDS O 16' O.C. BETWEEN
HEADER do TOP PLATE WHEN APPLICABLE
W/SIMPSON SP1 AND SIMPSON SP2 TOP
AND BOTTON EACH STUD.
2) 2X12 No. 2 SYP HEADER W/7/16'
OSB. SPACER UNLESS NOTED OTHERWISE
ON PLANS
2) FULL LEGHT STUDS AT EACH SIDE
OF OPENING UNLESS NOTED
OTHERWISE ON PLANS.
TRIMMER STUDS:
1) REG. EACH SIDE OPENNINGS UP TO
6'-0' WIDE
2) REO. EACH SIDE OPENNINGS 6' TO
12'-0' WIDE.
SEE PLAN FOR ADDITIONAL
SECTION REQUIREDED.
2) 10d TOENAILS OR (2)
16d ENDNAILS EACH STUD.
NOTE : SEE PLAN DETAILS FOR CONNECTIONS
THAT MAY BE REQUIRED FOR SHEAR AND/OR
UPLIFT FORCES.
14'-0--------------
8d NAILS OR EQUIVALENT
PNEUMATIC NAILS
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0
0 0
0 0 0 0
0 0
0 0
0 0 0
0 0
0 0
0 0 0 0
0 0
0 0
0 0 0 0
o 0O
0 0
CD o 0 0 0
0 0
0 °
0 ° ° 0
0 0
0 0
0 0
o
0 0
0
0 0 0
o 0
0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
BLOCKING REQUIRED: PROVIDE
2'x4' BLOCKING IN THE FIRST
THREE FRAMING SPACES AT 48'
O.C. REMAINDER TO BE BLOCKED
AT 96' O.C.
OSB OR ' FASTENING: FASTEN FLOOR
CDX OR ?"
SHEATHING TO FRAMING AND
PLYWOOD (SEE
BLOCKING WITH 8d COMMONS OR
8d HOT DIPPED GALVANIZED NAILS
SECTION) AT THE FOLLOWING SPACING:
1) 4' ON CENTER AT ALL
PANEL EDGE FRAMING OR
INTERMEDIATE SUPPORT
FLOOR JOIST)
2) 12' ON CENTER AT ALL
INTERMEDIATE FRAMING
OR
INTERMEDIATE SUPPORT
NAIL SPACING FLOOR JOIST)
INTERMEDIATE
FRAMING
EXTERIOR WOOD FRAME TYPICAL WALL
CONNECTOR LEGEND:
SIMPSON SP4 W/6-1Dd xi-1/2' EACH SIDE OF STUD
32' O.C. ON THE TOP AND BOTTON.
SIMPSON LSTA24 EACH SIDE. 20 g. W/18-10dx1-1/2' TOTAL
PT SILL W/J' ANCHOR BOLTS ® 32' O.C.
OR USE NAILS 12d • 6' O.C. IN TWO LINE
CONNECTED TO EXISTING FLOOR JOIST
DWINDOW & DOOR JACK TABLE (BOTH SIDES). PROVIDE
JACKS ® EACH END AS FOLLOWS: 2)
WHEN OPENINGS ARE GREATER THEN 4'00' 3)
WHEN OPENINGS ARE GREATER THEN 6'00' 4)
WHEN OPENINGS ARE GREATER THEN 8'00' BUT
LESS THAN 10'00' 2-
2'x4 #2 SYP HEADER UNLESS NOTED OTHERWISE. 2-
2"x4' (R2 SPF) TOP PLATES W/ 12d 6' O.C. MINIMUM
SPLICE 48' 2'
x4' (02 SPF) STUDS AT 16' O.C. EXHAUST
FAN DETAIL BATH GI
I. FAN* %ViWL1TLIER PROOFTOI' PR
ID CTRROOFCEISU0N,%(TOR T)'
P. >.>' METAL DUCT I
IIROU61I ROOF TALI.(
LINk EXTERIOR
WA Jt 8.' AND
FLOOR,,% ...••••R SHEATHINGi
gdi6' NGPATTERN
7 N co
0
f 111 WILL
BE CHANGED OR REPAIRED AS CONSIDERED BY G.C. TYP.
DOOR ELEVATION EXISTING
KWICK PLATE AND
STRUCTURAL SUPPORT
TO REMAIN PRE -
HUNG IN WOOD FRAME 1-
1/2" PAIR BUTT HINGES BRASS 1-
3/8" HOLLOW CORE WOOD DR. DAINT
GRADE BIRCH VENEER LEVER
HANDLE (H.0 ) UNDERCUT
1" 5
F
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DATE
06/
18/2018 INUMBER
I 2018-0034 SHEET
D1
0
z n
WALL NAILING SCHEDULE FOR DRYWALL
e
06
2-SPF CONST. GRADE TOP
f111Or N< o
SPLICE MIN. 48" A R %%
T%
3j7
TTTo111
11---fir -- --T .R---- --- —,A-- — —T — —--T•••••••• ••,
II 11 II 111 F III 1 11 11 II Q' IQrMC',
II 11 II II UI 1 11 II II ' • J O_
II II II III II 1 11 II 11 A m
u R R nl 1 1 a u n ' w c1 uJ p 'ti
COEXISTINGMETALROOFOVERIIGuRIIICI1nIInQ" T cn r o
EXISTING ENGINEERING II a 11 III ul 1 n u II Z T— Yt
TRUSSES TO REMAIN II II R 111 OPENING III 1 II 11 II y =J O ' 6Q GALL
u u u 1 w ul It
II 11 11 1 III III II 1 II II "/•••'••. EXISTING WOOD t
Y '
R OF HGT II II II C ' JS •• •' `` c
SIDING TO REMAIN v
II II 11 If III I I II III II 11 II I
SOLID BLOCK II II 11 11 III 1 I II Ill 11 11 II I 04101 V
ALL SHEATHIN u n u 11 nl I I n Ill u u n I Z C44-_='-` Ill II II Ill II 11 II I R FEDGESTYP. FLOOR SYSTEM Ill 11 11 Ill 11 11 „ , T J
2'x8" RIBBO BLOCKING 2"x4" P.T BASE PLATE C,gBETWEENFLOORSYSTEM jV8'-0" CE LINC HGT
z 8
3/8• 3/8' Z
6'-8" DOOR EAD HGT. i "S" = NAIL J H]
3/4, SPACING . C-
I1 s
NO CHANGES ---:--:----: --: - ---.---,---- -
SINGLE NAIL EDGE SPACING 8
DOUBLE NAIL EDGE SPACIN
A NAIL AT BASE 2 ROWS @ 4" O C. W/8d COMMOM NAIL P
B NAIL AT TOP PLATE 2 ROWS @ 4" O.C. W/8d COMMOM NAIL
C NAIL OPENING PERIMETER @ 3" O.0 W/8d COMMOM NAIL o
0'-0" GROUN LEVEL D NAILINT. AT 6" O.C. W/8d COMMOM NAIL
E STAGGER ALL VERT JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL
F NO SPLICE @ HEADER -NAIL SHEATHING TO HEADER W/8d o
PROPOSAL FLOOR PLAN COMMOM NAIL@ 4" O.C. EVISIONS
SCALE 1/4• = 1' DO- PLUMBING GENERAL NOTES: Ir-
SELF-ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER FOLD UP WEATHER
WEATHER RESISTIVE BARRIER RESISTIVE BARRIER
TEMPORARILY
WEATHER RESISITIVE CURE
r BARRIERyTAPE EXTERIOR
SHEATHING
WEATHER
RESISI TI VE
BARRIER
SELF -ADHERED
FLASHING
HEAD FLASHING TIE-IN INSTRUXTIO
1. Cut. fold up & temporarily secure
weather resistive barrier above header to 1
allow for flashing installation 2
2. Self -adhered Flashing plus head flashing
under weather resistive barrier A/nOq
3. Fold weather resistive barrier back over VWr I
head flashing and seal with tope
REPAIR CEILING TRUSSES CUT- NOTCHED
USE 2"x6"x8' OR 2"x4"x8'
SYP y2. 3-5 NAILS
DIAGONAL PATTERN
W/3 NAILS PLUMB IN LINE,
MUST USE 10dx3".
2"x4" SYP b2 BRACE MAX ® 48"
O.C. W/(3) 10dx3" NAILS EA. ENO
ONLY THE LIVING AREA CEILING.
EXISTING 2"x6"
OR 2"x4" SYP y2
CEILING TRUSS
EXISTING ENGINEERING
TRUSS TO REMAIN
1. } " SERVICE FROM METER TO RESIDENCE
FOR 2 BATHS. 1" SERVICE FROM METER TO
RESIDENCE FOR 2-1/2 OR MORE BATHS.
2. WATER PIPE 15 CPVC FLOWGUARO GOLD. SCHEDULE 40. } "
FROM >1 " PIPING.
3. DOMESTIC COLD WATER MIN. 12" BELOW
GRADE. VERIFY EXACT LOCATION BEFORE
STARTING.
4 DOMESTIC COLD WATER SHUT-OFF VALVE
IN VALVE BOX MARKED "WATER".
5. SANITARY MIN. 12" BELOW GRADE. VERIFY
EXACT LOCATION BEFORE STARTING WORK.
6. FOR CONT. OF PIPING AND SIZE SEE
SANITARY WASTE AND VENT RISER.
7 } CW & HW UP TO PLUMBING FIXTURE(S).
e " CW & HW DOWN TO WATER HEATER
TANK.
9. 3 " SAFETY PAN DRAIN PIPE FROM WATER
HEATER TERMINATION OF SAFETY PAN DRAIN
TO EXTERIOR OF UNIT. PAN AND DRAIN NOT
REQUIRED WHEN WATER HEATER IS BELOW
FINISH FLOOR.
10. ALL 0WV - (1 } " 2" 3". 4") TO BE
PERMACHORD MATERIAL
If. ALL DWV - DRAIN FITTINGS TO BE
PERMACHORD MATERIAL SCHEDULE 40
PIPING & FITTINGS
12. GLUE (TYP.) - OATEY PURPLE PRIMER
13. CW WILL CONNECTING TO WATER SERVICE
OF CITY
14. SANITARY WALL CONNECTING TO DISPOSAL
SYSTEM (SEPTIC TANK AND DRAIN FIELD) OR
TO THE SERVICE OF CITY (SEWER).
IDATE I06/18/2018
NUMBER
2018-0034
SHEET
D2