HomeMy WebLinkAbout514 Palmetto Ave (2)A) A] SK6 0
HISTORIC P'E'RI1111 CITY OF SANFORD
All work mast be done in strict accordance with the
Approved Certificate of Appropriateness BUILDING & FIRE PREVENTION
Building does not approve any work outside this Scope PERMIT APPLICATION
Permit Applicant is soley responsible for con,id :ow,.
Application No:
( (.10- 11 [ n
Documented Construction Value: $ 1860,
Job Address: 14 PkimflLo G Historic District: Yes ❑ No ❑
Parcel ID: Residential ❑ Commercial ❑
Tvne of Work: New ❑ Addition ❑ Alteration Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Plan Review Contact Person: ui&lij Nil 1 K)!�f Title: �a
Phone: r 26 2. ax: Email:_ t.l N g r_57 I �-
Property Owner Information eGM
Name r ') J" (! t�' Phone: 471
Street: D� 6na>� WE Resident of property? : `1 E�_
City, State Zip: 6_ALG'
Contractor Information
Name0
7��,Q�(� Phone:D7 27'"b2
Street:QpiMr%ZC� rL� SIE � t Fax:
City, State Zip: �`�o I �L 3Z7_State License No.:
Name:
Street:
City, SI
Bondin
Addres0.
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 IMPROVEMEN'T'S 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: 51' Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application (�
PROJECT SPECIFICATIONS
Front Forch fRenova ti on to
Ex i st ine Two Story ides i Bence
Occupancy Type 1R-311
Construction Type: 11V1511
xistin! 5uildin!e: Aoldition
.01
D�51G�n COd�s:
-2014 Florida 1=3uiloling Coop
-201.' Reeidential 5uiloling Code
201' Exi5tine building Code
-2011 National; Electrical Coop
I
LOCATOR MAP
N.T.S.
PLOT PLAiV
SCALE: y" = 20'-0"
T
N
y
COPYRIGHT 2016 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws.
i
DRAWING I
I. COVER f=AGC E, FLOT FLAN,, Di AW.IN
INDEX, 4 f=ROJECT SFECIRGATION5
2, EXI5TING� FLOOD f'd. AN
3_ 1='ROFO5 D 1: LOOR' FLAN
CONSTRUCTION DET, IL5.
PROJECT DESIGNER
ODG, Inc.
1350 f'ar�, Drive
Casselberry, ,,Florida. 32101
321-��3-1�3i
dpk�.odg 1 �yahoo:co�m
PROJECTARCHITECTA•
5P,- PH N R. COLD
,,.AR 0010041
1341 5, GRANT 5T.
LONGWOOD/ FLORIDA 321 0
OFFICE: (321)12120-4225
FAX: ( x'01) 034-13e2&
ucolw COPY
STRUCTURAL LIVE LOADS: CHAPTER 1&, 1=5C 2014:
PER 1= B.C. 2014, CHAPTER 16 5A51C WIND SPEED
(3 SECOND GUST)
FLOORS: 40_ P.S.1=. WIND IMPORTANCE FACTORi I
BALCONIES: 100 P'Sp. BUILDING CATEGORY —2
DECKS: 0_ P.S.I WIND EXPOSURE —5
STAIRS: 4_ P.5r, INTERNAL PRESSURE COER 0.18
ROOFS: 20 P.Sr, COMPONENTS 4 CLADDING 30-5 Ear -
i
oc
;0
•
O V
V
Job No:
16-027
Date:
09-15-2016
Scale:
AS NOTED
Drawn y:
RDB
Revised
�1 kb
STEPHEN Ra COLD
AR 0010041
Cn
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HISTORIC PERMIT
All work must be done in strict accordance with the
Approved Certificate of Appropriateness
Building does not approve, any work outside this scope
Permit Applicant is soley responsible for compliance
REVIEWED FOR CODE COMPLIANCE
I PLANS EXAMINER i
DATE
i
S/ NIVnnD Rt ii nING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE 1'0 PROCEED WITH THE WORK AND NOT AS i
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Sheet No:
S•il �1f7C3 `
i
Of:
i� I
LOTS
LOT 8
I
...__._��.._..._..:...........:,..........,,...........,F......
................. 0.------- ......
5y5ETBACK
�
_ — 4=�9T– 4-
I
I
EXISTING \\X
LOT 9 I
01
ONE - STORY
RESIDENCE �-
m
I
I
z
AREA OF
ION
\
RENOIVAT
i
YI
t(1
LOT 10
�)
PROPOSED
PROPERTY LINE
LOT 5
11-1.02' N89°44'32 -E
I
1
51 XT# 4 5T
PLOT PLAiV
SCALE: y" = 20'-0"
T
N
y
COPYRIGHT 2016 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws.
i
DRAWING I
I. COVER f=AGC E, FLOT FLAN,, Di AW.IN
INDEX, 4 f=ROJECT SFECIRGATION5
2, EXI5TING� FLOOD f'd. AN
3_ 1='ROFO5 D 1: LOOR' FLAN
CONSTRUCTION DET, IL5.
PROJECT DESIGNER
ODG, Inc.
1350 f'ar�, Drive
Casselberry, ,,Florida. 32101
321-��3-1�3i
dpk�.odg 1 �yahoo:co�m
PROJECTARCHITECTA•
5P,- PH N R. COLD
,,.AR 0010041
1341 5, GRANT 5T.
LONGWOOD/ FLORIDA 321 0
OFFICE: (321)12120-4225
FAX: ( x'01) 034-13e2&
ucolw COPY
STRUCTURAL LIVE LOADS: CHAPTER 1&, 1=5C 2014:
PER 1= B.C. 2014, CHAPTER 16 5A51C WIND SPEED
(3 SECOND GUST)
FLOORS: 40_ P.S.1=. WIND IMPORTANCE FACTORi I
BALCONIES: 100 P'Sp. BUILDING CATEGORY —2
DECKS: 0_ P.S.I WIND EXPOSURE —5
STAIRS: 4_ P.5r, INTERNAL PRESSURE COER 0.18
ROOFS: 20 P.Sr, COMPONENTS 4 CLADDING 30-5 Ear -
i
oc
;0
•
O V
V
Job No:
16-027
Date:
09-15-2016
Scale:
AS NOTED
Drawn y:
RDB
Revised
�1 kb
STEPHEN Ra COLD
AR 0010041
Cn
:W
.:, w- w >
LLO
►,
Oct z .Cf) W J
CIC cr w
>G
CC F-
•
HISTORIC PERMIT
All work must be done in strict accordance with the
Approved Certificate of Appropriateness
Building does not approve, any work outside this scope
Permit Applicant is soley responsible for compliance
REVIEWED FOR CODE COMPLIANCE
I PLANS EXAMINER i
DATE
i
S/ NIVnnD Rt ii nING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE 1'0 PROCEED WITH THE WORK AND NOT AS i
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Sheet No:
S•il �1f7C3 `
i
Of:
i� I
TO 5r= REMOVED
EXISTING LOOR PLAN & DEMO
LINETYPE LEGEND
I
EXG. BLOCK WALL
EXG. INTERIOR FRAME WALL
Lll�STRUCTURE TO 5E REMOVED
... ........... ................ .... ... . ............ ... ................ ... . ............. .. ........ ... ....................
N
EX16TING CONC. STEP5
EXISTING LEFT ELEVATION & DEMO TO 512 REMOVED
SCALE: 1/4" = V-0"
FIIS TORic pERMT
—ewAmAee 'With d11C
COPYRIGHT 2016 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws.
PxJ
-3
IF W,
M
... ........... ................ .... ... . ............ ... ................ ... . ............. .. ........ ... ....................
N
EX16TING CONC. STEP5
EXISTING LEFT ELEVATION & DEMO TO 512 REMOVED
SCALE: 1/4" = V-0"
FIIS TORic pERMT
—ewAmAee 'With d11C
COPYRIGHT 2016 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws.
F.Y. - -
EXISTING FLOOR PLAN & DEMO
SCALE: 1/4" = 1'-0"
I
GENERAL CONSTRUCTION CRITERIA
YM AMING
GENE,
RAL
ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER LOCAL, TPI, AND NATIONAL
DESIGN STANDARDS FOR WOOD CONSTRUCTION.
2. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE, OR SOIL
SHALL BE PRESSURE -TREATED.
GENERAL CONSTRUCTION NOTES:
1. THIS STRUCTURE TO BE BUILT IN STRICT COMPLIANCE WITH ALL GOVERNING MUNICIPAL CODES
(CITY, COUNTY, STATE AND FEDERAL)
3. CALCULATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS
4: CONTRACTOR TO VERIFY ALL BEARING LOCATIONS, ALL MEASUREMENTS, ALL AREA TABULATIONS,
AND ALL MATERIALS SPECIFIED WITHIN THESE DOCUMENTS PRIOR TO CONSTRUCTION.
5. STRUCTURAL AND FRAMING MEMBERS INCLUDING MICRO LAMS, GLUE LAMS, STEEL I BEAMS. PLATES,
POSTS, FLOOR AND ROOF TRUSSES AND WOOD I BEAMS, HANGERS AND BRACKETS AND BOL°'S, ARE
BASED ONLY ON AVAILABLE CATALOG INFORMATION AND ARE TO BE VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION.
1. ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN 'ENCLOSED'
STRUCTURE. ANY BREACH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE
DOORS, ETC- DURING STORM WENT WILL COMPROMISE STRUCTURAL INTEGRITY.
EXISTING ROOF SYSTEM 4
BEAMS TO REMAIN AS 18
SIMPSON MT512 (INSTALL PER
MFR'S SPECS)
Ix TRIM TAPERED TO MATCH
LOOK OF POSTS OF
NORTHERLY NEIGHBOR
NEW PT 6x6 POST. TAPER TO
MATCH POSTS OF NORTHERLY
NEIGHBOR (TYP. OF 5)
Ix TRIM TAPERED TO MATCH
LOOK OF POSTS OF
NORTHERLY NEIGHBOR
SIMPSON MSTAM24 (INSTALL
PER MFR'S SPECS)
i
REMOVE 4 REPLACE
EXISTING DECKING PER
CUSTOMER AS REQ'D.
EXISTING FLOOR SYSTEM
4 FOUND TO REMAIN AS IS
TYP. POST ASSEMBLY DETAII
HANG STRINGER TO EXISTING
HEADER W1 SIMPSON LSSU28.
INSTALL PER MFRS' SPECS. —
SCALE: 3/4"= 1'-0"
SCALE: 3/4"= 1'-0"
i
................................................_....................._.._ _ _............._ .._ ..............._ ........_........._ .._ __........... 1.
I
i
NE W 6x6 POST -
0
i
I- 11--l-In .... ......... .. ... . .... ............ ................ .... ................ . ... . .... .... ........... .... ..........
a :: NEW WOOD STAIRS
H�-
W1 HOLES IN KICK PLATES
PROPOSED FRONT ELEVATION
SCALE: 1/4" = V-0"
PROPOSED LEFT ELEVATION
SCALE: 1/4" = V-0"
Job No:
16-027
ate:
09-1572016
Scale•,
AS NOTED
Drawn By:
RAS '
i Re7sed:
J
.:STA I Ra
PROPOSED RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
C:VN X MIL31`1 I LU 101 tSy uuu Inc. Any rieproaUCUons ana/or alterations to inese plans wlinoui prior written Consent Trom uuu, Inc., Is a violation OT reaeral copyrlgnt laws.
i
d
�
11' MIN.
2x PT TREAD (TYP.
TYP. PT 2x KICK PLATE I
m
i
r
PT 2x12 STRINGER (TYP. OF 3)
P.T. 2x6 BABE PLATE W/ (4)
No DIA. A.B. STRAP TO
1' MAX.
STRINGER W1 SIMPSON 143.
24'xi2'xlO' CONC.
FOUNDATION W/
N
(3)'M5 EA. WAY
F
24'
�.
SCALE: 3/4"= 1'-0"
SCALE: 3/4"= 1'-0"
i
................................................_....................._.._ _ _............._ .._ ..............._ ........_........._ .._ __........... 1.
I
i
NE W 6x6 POST -
0
i
I- 11--l-In .... ......... .. ... . .... ............ ................ .... ................ . ... . .... .... ........... .... ..........
a :: NEW WOOD STAIRS
H�-
W1 HOLES IN KICK PLATES
PROPOSED FRONT ELEVATION
SCALE: 1/4" = V-0"
PROPOSED LEFT ELEVATION
SCALE: 1/4" = V-0"
Job No:
16-027
ate:
09-1572016
Scale•,
AS NOTED
Drawn By:
RAS '
i Re7sed:
J
.:STA I Ra
PROPOSED RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
C:VN X MIL31`1 I LU 101 tSy uuu Inc. Any rieproaUCUons ana/or alterations to inese plans wlinoui prior written Consent Trom uuu, Inc., Is a violation OT reaeral copyrlgnt laws.
i