HomeMy WebLinkAbout1321 Olive Ave4
N/ Cfl'Y OF SANFORD 1'ERNIR' AVPLICAf1ON
Permit
J J 53' Date:.-. `7 RECEIVED
# :_46J� _
-JobAddress:•�:zr( �v;� __ r JUL
Description of Work •`'`7?iCfr �L L lt) _ / _ ,fit TUCC/ :rllfotal Square Footage---- L
Flistoric District: — Zoning: Value of Work :$ r! .
Permit Type: Building... Electrical
Electrical- New Service — # of AMPS --
Mechanical. Residential Non-Residcntial _
Plumbing/ New Commercial It of Fixtures
Plumbing/New Residential It of Water Closets _
Occupancy Type: Residential Commercial
Mechanical Plumbing __ Fire Spriukler/Alarm _-- tool _
Addition/Alteration ____ Change of Service -,_ Temporary Pole
_ Replacement New (Duct Layout & Energy Calc. Required)
# of Water & Sewer Lincs.,m-- It of Gas bines
Plumbing Repair — Residential or Conmmercial
Industrial
Construction Type: ti of Stories: _ # of Dwelling' Units: _` / Flood Zone: (i EaIA Corot required)
Owners Na.Cm, e & Address: V � Lr �y2C5- ~
C/sl...—�' t-x-EGri PF
ontr:
t''ctor Name & Address `,y . �_ �(�• % (Cl%!i f---
._ .,. , = rs_�a �,�._ ,•.,moi C, �.
Phone St Faz: °` � Sl 1 "'` Contact [ ersoiii
Bonding Company:
Address:
Mortgage Lender. -
State I,icensc NunrUer;_:tJ �'�(^�.,-- Taj
Address:
Architect/Etgineer: _ _ _ _ .� Phone:
Address: _�___ ___ Fax: _
Application is hereby made to obtain a permit to do the work turd installations as indicated. l certify that no work or installation hau couuuemced prior to the
issuance of a permit attd that all work will be performed to meet standards' of all laws regulating construction in this jurisdiction. t understand that a separate
permit must be secured for ELECTRICAL. WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNERS 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT' MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR Lt:NDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found int the public tewrds of
this county, and there may be additional permits required front other governmental entities such as water mauagcutcnt districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the rcquucnients of Florida Lien sw, FS 713.
2mj�'I/ )ate�6Signature ofOwnerlAgent C� l�a{S<y t 1 ir'511
Print Owner/
ti.
Signature
Uwuer/Agent IS J-- rersonalry &nowt to lure or
Produced ID
APPROVALS: ZONING:
Special Conditions:
Rev 03/2006
LulN
Si
's N
DEBBIE BLANTON
W/ COWVHSSIO1l # DD 1011491
E.:IPIFIE Fsbnlarrj 2.5, 2007
1 -000 -3 -NOTARY FL MMary
Contrac or i��i''.rfl i�°"'"`-"Persortai
Produced ID J l�
FD: ENG:
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1W.'tVM(W a14NS. St)t1rHJC1l't,I PIAL AYM &
1,1..11 t 4.
Z.
Ilrlrh
P�tiE
2" x 6" Ridge Beam
2" x 4" Collars each Rafter - 3 - 10d nails each end
Match Exist. Siding
Lap Boad nailed per Manuf. Specs.
2" x 4" (d Gable End-\\\\
#233 Shingles or Opt. Metal Roofing -
1/2" Bolts w/ nuts and washers Beam to Post
Alum. Drip Rail
V x 4" Facia
1/2" Ext. Ply. under 8" Overhang
Exist. Wi
to be repl
1/2" Bolts w/ nuts and washers Beam to Post
1/2" Ply. Decking
8d Nails @ 6" 0.C.'s
O C's
r \��`�\ 2" x 10" Beam
--i
I I _--Simpson H5 Each Rafter
I 2" Notch in Rafter
2500 PSI Conc.-,----,-
Filled Hole
auii��vii nva�+ nzu►gcW dviaL w 131,w;nui kLyV
Field Verify Length -
Decking Plan
Column
Exist.
Door
2" x 4" each
end of Ridge Beam
21I 24'r
O• C. FS
Simpson H5 each Rafter
2" Notch in
233 Shingles or Opt. Metal Roofing
1/2" Ply. Decking
8d Nails @ 6" O.C.'s
Decorator Column Cover --I
I
I
P.T. 4" x 4" Post
I Field Verify Width
Max. Length @ 16'
-P.T. 4" x 4" Post 4" Ste Down
Ip P.T. 2 x 6 Decking
Pre-Manuf.
Conc. Stairs
I I I
I I I
.T ---------I _... L
Min. 2'
entered
Exist.
1/2" Bolts w/
Nuts and Washers
Deck and Roof Section Plan
Verify
Min. 2'
1/2" Bolts w/ nuts and washers Beam to Post
Alum. Drip Rail
V x 4" Facia
1/2" Ext. Ply. under 8" Overhang
Exist. 'ndows
to be rep aced
1/2" Bolts w/ nuts and washers Beam to Post
,2500 PSI Conc.
Filled Hole
FRAMING NOTES:
1. All wood framing shall be fabricated and installed per AITC and TPI and National Design Specifications.
for Wood Construction.
2. All Structural Wood Members shall have a Minimum extreme fiber stress bearing (FB) of 1,200 psi.
3. Unless otherwise noted, the following lumber grades shall be used:
a. Structural Light Framing Size to be 2" thick x 4" wide No. 2 or better.
b. Stud Size to be 2" thick x 4" wide or 2" thick x 6" wide Stud Grade.
c. Structural Joists and Planking to be 2" to 4" thick x 8" wide or wider No. 2 or better.
d. Light Framing to be 2" thick x 4" wide or wider No. 2 or better.
4. Plywood sheathing shall be APA structural 1 - Group 1 - size and span rating as shown on the
construction drawings.
5. All wood members exposed to weather or in contact with masonary concrete or soils
shall be Pressure Treated.
6. Contractor shall provide all fastener devices as required by the Pre-Engr. Truss Package.
Fastening Devices subject to moisture shall be hot dipped galvanized to ASTM -153-80.
7. All metal connections and fabrications shall comply with AISC Specifications.
8. Solid Block all Joists and Rafters at points of support.
9. Prefabricated Structural Trusses shall comply with NFPA National Design Specifications
for Wood Construction and TPI Design Specifications for Metal Plate connected Wood
Trusses and AITC 100.
10. All Trusses shall be designed and certified by the Truss Manufacturers Lisc. Engineer
and all Floor Joists shall be Designed and Certified by the same Engineer.
11. Contractor shall correlate with Truss/Floor Joist manufacturer to ensure adequate bearings
are provided at end reactions of all Girder Trusses.
12. Roof Trusses to be typically 24" O.C.'s unless otherwise noted in Pre -Engineered Truss
Package.
13. Floor Joists to be typically 16" O.C.'s unless otherwise noted on Pre -Engineered Truss
Package.
MIT3
PLANS REVIEWED
CITY OF SANF04",
OFFICE
M,
This certifies that these plans meets or exceeds the 120 mph windload requirements of Section
1609, 2004 Edition of the Florida Building Codes and the Requirements of Section R301 Design
Criteria and ASCE7-02 of the 2004 Florida Residential Building Code.
By Date Revision h. 407-682-4052 Mro Pcf. Title of Page:
%� wfl�san d� ta�slvcitaflerS .p :Arawn: Gvvw .mate.: 060706 � " g 9Icsnalcl W. RUlllc�n, �. X..Lijc. t%Vo. 97/0
�►®..Bnx91s26o fx-�®�-s�,2-a��' Proposed Deck Plan Construction
rhwengr @ earthlink.net p Plan Signature:
_Ron=gwcfc d. 971 rida 327'91- ;260 CERT. OF AUT'H. NO. 8272 .��,st�n: RHW cS�ale: 1/211 = 1'
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16.2
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16.2
16-6
16.2
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15.10
16.6
15-6
16.2
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14.5
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bofMltee of �6 i Mir 1AIN ItM'
N I�Id tMrMpnew ara WT =MWAMt 1 "i I
r0 ftWW tete C Mtd dew nal MNM M MM WAK d laear0lr0. dM n01 x0r dOr wMm b IVA Nn ftV kff1 f. T% dntplr 10M 0 A 0W NNW w
Ieeel In the !MR tr! #llfprM OMl6IIMM Al► aAMMlltf NM t w1Mr, plrI " ' I M M tbltllarn rbaf bllpaMM Mwaw and 1tflMed i M1M�ld 4y Mta tit IMNMMM
MWO tCtr<UO)AerNW a ---.m PAWW M MIO AN ulm Few& i 11WA WWW to &4%
ft thrft pow of ft PANN W M r wow a wl d some" for MM arra row pent for waft WNW d N*W 1wn Meatier The Mall M rtpna p eft,
lel Marah on d1WWAnd an ft was Wo ar Iwo in *0 No for Am aw atom p6ow by A Oft Aaloal 0", M 8"Vol Ftw CWA A. to 0tralpNM "ft
fawtM Q od WNW to MW OW VW M dwipn Oman rrO ft awn fabfw i Iaflwh t4r bMw WftW W* ant 1=W am we d e ftft 11 4►
dM aR 10ft Mr"o amp no" tt m ft m M Nam ow MMe.
we awahn www adddl mow M ow if wwwwo MIR aw wm ft n dM to *a* N ft Maw inti waMMlw4ft. (Ml W"McWow /M CMMI a nr U
P*40 I wldw malook MW NO 0 , do of go OWMA00 mow *a* 0 VA01 M end wwwwv orad an aw 0WAVO M pn** d war*" am"
ad de NA awwW ft pMbaMpOa of lM kWm wd M as g%W OwWa.
1W.'tVM(W a14NS. St)t1rHJC1l't,I PIAL AYM &
1,1..11 t 4.
Z.
Ilrlrh
P�tiE
2" x 6" Ridge Beam
2" x 4" Collars each Rafter - 3 - 10d nails each end
Match Exist. Siding
Lap Boad nailed per Manuf. Specs.
2" x 4" (d Gable End-\\\\
#233 Shingles or Opt. Metal Roofing -
1/2" Bolts w/ nuts and washers Beam to Post
Alum. Drip Rail
V x 4" Facia
1/2" Ext. Ply. under 8" Overhang
Exist. Wi
to be repl
1/2" Bolts w/ nuts and washers Beam to Post
1/2" Ply. Decking
8d Nails @ 6" 0.C.'s
O C's
r \��`�\ 2" x 10" Beam
--i
I I _--Simpson H5 Each Rafter
I 2" Notch in Rafter
2500 PSI Conc.-,----,-
Filled Hole
auii��vii nva�+ nzu►gcW dviaL w 131,w;nui kLyV
Field Verify Length -
Decking Plan
Column
Exist.
Door
2" x 4" each
end of Ridge Beam
21I 24'r
O• C. FS
Simpson H5 each Rafter
2" Notch in
233 Shingles or Opt. Metal Roofing
1/2" Ply. Decking
8d Nails @ 6" O.C.'s
Decorator Column Cover --I
I
I
P.T. 4" x 4" Post
I Field Verify Width
Max. Length @ 16'
-P.T. 4" x 4" Post 4" Ste Down
Ip P.T. 2 x 6 Decking
Pre-Manuf.
Conc. Stairs
I I I
I I I
.T ---------I _... L
Min. 2'
entered
Exist.
1/2" Bolts w/
Nuts and Washers
Deck and Roof Section Plan
Verify
Min. 2'
1/2" Bolts w/ nuts and washers Beam to Post
Alum. Drip Rail
V x 4" Facia
1/2" Ext. Ply. under 8" Overhang
Exist. 'ndows
to be rep aced
1/2" Bolts w/ nuts and washers Beam to Post
,2500 PSI Conc.
Filled Hole
FRAMING NOTES:
1. All wood framing shall be fabricated and installed per AITC and TPI and National Design Specifications.
for Wood Construction.
2. All Structural Wood Members shall have a Minimum extreme fiber stress bearing (FB) of 1,200 psi.
3. Unless otherwise noted, the following lumber grades shall be used:
a. Structural Light Framing Size to be 2" thick x 4" wide No. 2 or better.
b. Stud Size to be 2" thick x 4" wide or 2" thick x 6" wide Stud Grade.
c. Structural Joists and Planking to be 2" to 4" thick x 8" wide or wider No. 2 or better.
d. Light Framing to be 2" thick x 4" wide or wider No. 2 or better.
4. Plywood sheathing shall be APA structural 1 - Group 1 - size and span rating as shown on the
construction drawings.
5. All wood members exposed to weather or in contact with masonary concrete or soils
shall be Pressure Treated.
6. Contractor shall provide all fastener devices as required by the Pre-Engr. Truss Package.
Fastening Devices subject to moisture shall be hot dipped galvanized to ASTM -153-80.
7. All metal connections and fabrications shall comply with AISC Specifications.
8. Solid Block all Joists and Rafters at points of support.
9. Prefabricated Structural Trusses shall comply with NFPA National Design Specifications
for Wood Construction and TPI Design Specifications for Metal Plate connected Wood
Trusses and AITC 100.
10. All Trusses shall be designed and certified by the Truss Manufacturers Lisc. Engineer
and all Floor Joists shall be Designed and Certified by the same Engineer.
11. Contractor shall correlate with Truss/Floor Joist manufacturer to ensure adequate bearings
are provided at end reactions of all Girder Trusses.
12. Roof Trusses to be typically 24" O.C.'s unless otherwise noted in Pre -Engineered Truss
Package.
13. Floor Joists to be typically 16" O.C.'s unless otherwise noted on Pre -Engineered Truss
Package.
MIT3
PLANS REVIEWED
CITY OF SANF04",
OFFICE
M,
This certifies that these plans meets or exceeds the 120 mph windload requirements of Section
1609, 2004 Edition of the Florida Building Codes and the Requirements of Section R301 Design
Criteria and ASCE7-02 of the 2004 Florida Residential Building Code.
By Date Revision h. 407-682-4052 Mro Pcf. Title of Page:
%� wfl�san d� ta�slvcitaflerS .p :Arawn: Gvvw .mate.: 060706 � " g 9Icsnalcl W. RUlllc�n, �. X..Lijc. t%Vo. 97/0
�►®..Bnx91s26o fx-�®�-s�,2-a��' Proposed Deck Plan Construction
rhwengr @ earthlink.net p Plan Signature:
_Ron=gwcfc d. 971 rida 327'91- ;260 CERT. OF AUT'H. NO. 8272 .��,st�n: RHW cS�ale: 1/211 = 1'