HomeMy WebLinkAbout2401 Grandview Ave 11-1026s
' VED
MAR 10 2011;
-D CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:—IN • 1 ()2-40 Documented Construction Value: $ 150 , 0 o
3a-771
Job Address: � !40 / S. G-P,"h W F u) 4 09 S,4-NrnPTGL •Historic District: Yes ❑ No
Parcel ID: _31- --511 -Doom DSo2G Zoning: -
Description of Work:
Plan Review Contact
Phone: 1&7- 393 -1t22 Fax:
' E-mail:
Property Owner Information
Name /�A �v G D ill - �5yn �(l � �¢ . /Phone: 407 L1 16 -69
5� 9
Street. 15,;1' AA /) U L nM, 4 -94,0,I- sident of property.. Yes
s
City, State Zip:�Gv 2Z� FL. _32-7 1 /
Contractor Information
Name
Street: S E f . -/dot! f
City, State Zip: S A-NF:Q Q b :5:z2 : /
Phone:
Fax:
State License No.:
Architect/Engineer Information
Name: �JJWIA-m E IZ92&if 5-hi.14
Street: /.�, 9/ 5 R f b F et'A 'S kuN Y
City, St, Zip: lNiiVrf le- t)cit/ .
Bonding Company: A --
Address: T'T
Building Permit ❑
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Square Footage: Construction Type: rAA*tf No. of Stories: e��
No. of Dwelling Units: &_Y� Flood Zone:
Electrical ❑ Plumbing ❑ ` t
New Service - No. of AMPS: New Construction - No. of Fixtures: <v
Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads:
.�k
:-
GENS ALF I i C- i i N
ALL CONNECTIONS HAVE BEEN CHECKED TO WIT145TAND ALL APPLICABLE LOAD5.
ALL DETAIL& AND 5ECTION9 SHOU.N ON THE DRAWII�IGS ARE INTENDED TO BE TYPICAL
AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION EL5EW1,1ERE ON THE
PROJECT., EXCEPT WHERE A DIFFERENT DETAIL 15 6HOO4.
ALL CONCRETE BLOCKS SHALL BE STANDARD WEIGHT BLOCK& COMFORMING TO ASTM C90,
GRADE NI WITH I'm ° 1000 P51, LAID IN RUNNING BOND WITH TYPE 'S' MORTAR
WHERE SHOWN, CORES OF CONCRETE BLOCK MASONRY SHALL BE FILLED WITH PEA GRAVEL
CONCRETE WITH A MINIMUM COMPRESSIVE 6TREFIGTH OF 3000 P51. AT 26 DAYS.
5LUMP SHALL BE EQJAL TO S TO 10 INCHE5.
IN MASONRY'HEADERS EXTEND THE BOTTOM STEEL REINFORCEMENT A MINIMUM OF 6 INCHE5
INTO PILASTER OR POURED COLUMN AND WIRE TIE TO VERTICAL REINFORCEMENT STEEL (REBAR5).
60IL BORINGS HAVE NOT BEEN MADE. FOOTINGS HAVE BEEN DESIGNED FOR A 5011- BEARING
CAPACITY OF 2,000 P5F. LESSER SOIL BEARING CAPACITY 16 THE RESPONSIBILITY OF THE
BUILDIWj CONTRACTOR FOOTINGS SHALL BEAR ON 501L COMPACTED TO A DENSITY OF AT
LEAST 959' OF THE STANDARD PROCTOR MAXIMUM DENSITY (AA5HOT99). THE 601L SHALL BE
COMPACTED 'r0 THIS DENSITY TO A DEPTH OF AT LEAST THREE FEET BELOW THE BOTTOM OF
THE FOOTINGS.
FILL UNDER THE FLOOR 5LA8 SHALL BE COMPACTED TO AT LEAST 9551. OF THE STANDARD
PROCTOR MAXIMUM DENSITY AND TREATED FOR TERMITES IN ACCORDANCE WITH THE
REOUIREHENTS OF THE 2004 FLORIDA BUILDING CODE, RESIDENTIAL
CONCRETE SHALL HAVE AN UNCONFINED COMPLRESSIVE STRENGTH OF 3000 PSI. AT 28 DAYS.
THE BUILDING CONTRACTOR SHALL CHECK ARCHITEGTURAL, MECHANICAL AND ELECTRICAL
DRAWINGS FOR OPENINGS, SLEEVES, ANCHORS, HAN4ER5, SLAB DEPRESSIONS, DIMENSIONS,
PITCH AND OTHER RELATED ITEMS AND SHALL A55UME RESPONSIBILITY FOR THEIR PROPER
LOCATION, PLACEMENT AND CONTINUITY.
ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO A5TM 615 GRADE 40.
ALL CONTINUOUS VERTICAL OR HORIZONTAL REBARS IN FOOTINGS, BEAMS AND OTHER CONCRETE
SHALL ! 5iE SPLICED IA45RE NECESSARY OR DESIRABLE BY WIRING TOGETHER IN CONTACT. THE
LENGTH OF -5m. BAR LAPS SHALL BE A MINIMUM OF 25 INCHES. (40 BAR DIAMETERS)
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THESE PLANS ARE REVIEWED AND CUNut t IVPJ .—
ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE
CONSTRUED TO BEA LICENSE TO PROCEED WITH
THE WORK AND IVO.I- AS AUTHORITY TO VIOLATE,
OPTIONAL
CANCEL.. ALTER, OR SET ASIDE ANY O= THE
PROVISIONS ON rr : TECHNC'O
ICAL D� ,, NOR SHALL
ISSUANCE OF A f ,`1RNVT FRF_VENi" TI i BUILDING
4' FIBERCRETE I FIBERMESN 5L.AE�)FPT FROM ,'It,TR-E':fi.FTER REc1U1FflNG A CORREC-
TiON OF ERROR" OSV ciE i't_;=•i:S. CONSTRUCTIOPd
ON 6 MIL V15OUEEN OVER WELL 0P OTHER VIOLA"t10:`! 1 F gl-IECODES.
COMPACTED TERMITE TREATED FiLL.
(3,000 PSI. a 26 DAYS)
Ali windows and glass doorsshall be tested by an approved
1 ' ` independent tesating laboratory, and bear an AAMA or WDMA or other
approved label Identirylne the manufacturer, performance
characterlstics and approved product evaluation entity to indicate
compliance with the requirements of the Following specirication:
ANSI/AAMA/NWWDA 101/IS2 2/97
1:' THIS 5TRUCTURE -HA5 BEEN DESIGNED IN
ACGORDANCE TO THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE,
RESIDENTIAL AND ASCE 7-05 DESIGN CRITERIA. 'INCLUDING THE 2009 AMENDMENTS.''
THE FOLLOWING WIND-LOAD,I REQUIREMENTS WERE EMPLOTED
I
IN THE DESIGN OF THE STRUCTURE: - BASIC WIND SPEED: (3 SECOND GUST) 120 -MPH.
- BUILDING CATEGORY 11, ENCLOSED. OFFKA
IMPORTANCE FACTOR 1.00
WIND EXPOSURE C.
i
6. 2
V
- 'IN ERNAL PRESSURE COEFFICIENT: +/
_ D r
ESIGN PRESSUREWOR SE CONDITION):
i
PRESSURE(WORST CA CO TON):
-COMPONENTS& CLADDING+36 5PSF -48.9 PSF
THE FOLLOWING UNIFORMLY I T I BUTEDLi
E LOADS UJ R
E E
EMPLOYED IN THE DESIGN OF TH15 STRUCTURE:
- ROOF : 20# / SQ. FT.
- FLOOR . 40# / SQ. FT.
ENGINEERING:
' William F. Stuhrke, PhD, P.E.
State of Florida PE 0 22150
12215 Rebecca'& Run Dr.
. I;.
Winter garden, FL. 3418'1
t,
INDEX OF SHEEN'S
SWEET 01
PROPOSED FOLNDATION PLAN
SWEET #2
PROPOSED FLOOR PLAN / EXiST. ELECTRICAL
SWEEP' #'3
RENOVATED ELEVATIONS / CROSS SECTION
SWEET 04
RAFTER LAYOUT- NAILING - CONNECTORS
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THESE PLANS ARE REVIEWED AND CUNut t IVPJ .—
ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE
CONSTRUED TO BEA LICENSE TO PROCEED WITH
THE WORK AND IVO.I- AS AUTHORITY TO VIOLATE,
OPTIONAL
CANCEL.. ALTER, OR SET ASIDE ANY O= THE
PROVISIONS ON rr : TECHNC'O
ICAL D� ,, NOR SHALL
ISSUANCE OF A f ,`1RNVT FRF_VENi" TI i BUILDING
4' FIBERCRETE I FIBERMESN 5L.AE�)FPT FROM ,'It,TR-E':fi.FTER REc1U1FflNG A CORREC-
TiON OF ERROR" OSV ciE i't_;=•i:S. CONSTRUCTIOPd
ON 6 MIL V15OUEEN OVER WELL 0P OTHER VIOLA"t10:`! 1 F gl-IECODES.
COMPACTED TERMITE TREATED FiLL.
(3,000 PSI. a 26 DAYS)
Ali windows and glass doorsshall be tested by an approved
1 ' ` independent tesating laboratory, and bear an AAMA or WDMA or other
approved label Identirylne the manufacturer, performance
characterlstics and approved product evaluation entity to indicate
compliance with the requirements of the Following specirication:
ANSI/AAMA/NWWDA 101/IS2 2/97
1:' THIS 5TRUCTURE -HA5 BEEN DESIGNED IN
ACGORDANCE TO THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE,
RESIDENTIAL AND ASCE 7-05 DESIGN CRITERIA. 'INCLUDING THE 2009 AMENDMENTS.''
THE FOLLOWING WIND-LOAD,I REQUIREMENTS WERE EMPLOTED
I
IN THE DESIGN OF THE STRUCTURE: - BASIC WIND SPEED: (3 SECOND GUST) 120 -MPH.
- BUILDING CATEGORY 11, ENCLOSED. OFFKA
IMPORTANCE FACTOR 1.00
WIND EXPOSURE C.
i
6. 2
V
- 'IN ERNAL PRESSURE COEFFICIENT: +/
_ D r
ESIGN PRESSUREWOR SE CONDITION):
i
PRESSURE(WORST CA CO TON):
-COMPONENTS& CLADDING+36 5PSF -48.9 PSF
THE FOLLOWING UNIFORMLY I T I BUTEDLi
E LOADS UJ R
E E
EMPLOYED IN THE DESIGN OF TH15 STRUCTURE:
- ROOF : 20# / SQ. FT.
- FLOOR . 40# / SQ. FT.
ENGINEERING:
' William F. Stuhrke, PhD, P.E.
State of Florida PE 0 22150
12215 Rebecca'& Run Dr.
. I;.
Winter garden, FL. 3418'1
t,
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approved label identifying the manufacturer, performance
characteristics and approved product evaluation entity to indicate
compliance with the requirements of the Following specfFication:
ANSI/AAMA/NWWDA 101/IS2 2/97
THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE TO THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE,
RESIDENTIAL AND ASCE 7-05 DESIGN CRITERIA. INCLUDING THE 2009 AMENDMENTS!
THE FOLLOWING WIND LOAD REQUIREMENTS WERE EMPLOYED
IN THE DE51rN OF THE STRUCTURE,
- BASIC WIND SPEED : (3 SECOND GUST) 120 -MPH.
- BUILDING CATEGORY 11, ENCLOSED.
- IMPORTANCE FACTOR 1.00
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THE FOLLOWING UNIFORM Y" DISTRIBUTEDLIVE LOADS
WERE
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- ROOF : 20# / SCI. FT.
FLOOR : 40# / SQ. FT.
ENGINEERING:
1 fl
William F, St.�hricL., PH -0, P.E.
State or Florlda PE "22150
12215 Rebecca's Run Dr- ti ,
Winter Garden, FL. 34131
--_ _
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(BEAR. HTSJ WITH CONTRACTOR / BUILDER
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VENTING. TYPES, LENGTI-I5, LOCATIONS.
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CONTRACTORS SHALL VERIF)' AND BE
RE5PONSI5LE FOR DIMENSIONS AND
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ARCNITECHNICAL DESIGN 5ERVICE5 OF
CENTRAL FLORIDA MUST BE NOTIFIED
IN WRITING OF ANY VARIATION FROM
THE DIMENSIONS, CONDITIONS AND
5PECIFICATIONS, APPEARING ON THESE
'_. '.. F � , : <, : ; ,_, a , : ``t�.,,•� P AN , ! CON6TRUCTION DOCUMENTS.
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ISSUANCE OF EP.EAFIER REQUIRING A CTION
ON THE PL ANI, CONS"1 RU
DEPT FROM l H
TION OF ERRORS S OF THE CODES.
OR OCHER VIOLATION
All windows and glass doors shall be- tented by an approved
Independent teasting laboratory, and bear an AAMA or WDMA or other
approved label identifying the manufacturer, performance
characteristics and approved product evaluation entity to indicate
compliance with the requirements of the Following specfFication:
ANSI/AAMA/NWWDA 101/IS2 2/97
THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE TO THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE,
RESIDENTIAL AND ASCE 7-05 DESIGN CRITERIA. INCLUDING THE 2009 AMENDMENTS!
THE FOLLOWING WIND LOAD REQUIREMENTS WERE EMPLOYED
IN THE DE51rN OF THE STRUCTURE,
- BASIC WIND SPEED : (3 SECOND GUST) 120 -MPH.
- BUILDING CATEGORY 11, ENCLOSED.
- IMPORTANCE FACTOR 1.00
- WIND EXPOSURE C.
- INTERNAL PRESSURE COEFFICIENT: +/- 0.18
- DESIGN PRESSURE (WORST CASE CONDITION):
- COMPONENTS & CLADDING +36.5 PSF -48.9 PSF
THE FOLLOWING UNIFORM Y" DISTRIBUTEDLIVE LOADS
WERE
M OY IN E I CT
E PL ED HE D_SICzN OF TN S STRUCTURE:
- ROOF : 20# / SCI. FT.
FLOOR : 40# / SQ. FT.
ENGINEERING:
1 fl
William F, St.�hricL., PH -0, P.E.
State or Florlda PE "22150
12215 Rebecca's Run Dr- ti ,
Winter Garden, FL. 34131
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