1215 Randolph St #11-2026 - home repairPERMIT ADDRESS /
CONTRACTOR
ADDRESS
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SUBDIVISION
�;�✓ � � U�Q2-,. PERMIT IP I �`ci 0� DATE
PERMIT DESCRIPTION��Gn�-
PERNIIT VALUATION
PHONE NUMBEK SQUARE FOOTAGE
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR _
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
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8"
Overhang
Simpson H2 w/ 3 - 3/16"
Tap Cone to Concrete
PROPOSED ROOF PLAN
2' "
3 -U
All Walls to be wood 2x4 @ 16" O.C.'s
.Exist. Concrete Floor
I l Ov Light Box
II \
14'-0"
L �
1lUv Switch
I
2
1 lUv Light Box_(�
1"
D W W1 -I
Exist, Window Exist. Electrical
To Remain
Pl1 OPOSED .ULOOR PLAN
5" Facia
Exist. Concrete Floor
No Roof
---Rollow Core Door
Exist, Electric Panel
to Remain
Replace Truss Tails
and Soffit this area
Exist. 8' S.G.D.
2" x 4'x T Extensions
to replace Soffit matching
Existing Residence - Attach
to Existing Tuss w/ 6 l Od nails
1/2" Ply. Decking Nailed to
if
6" Metal Flashing under 9233 Roll Roofing
exist. Roofing and over 15F4 Felt Paper
Proposed Roll Roofing
1/2„ Exterior Ply.
l IOptional 1/2” Drywall
Exist. AnchorsT7 f I�_Cut Truss Tails
back to Btk. Wall and R19 Insulation
l I _Simpson 1r122 Tap Con to Blk. bull
l I ,v/ (3) 3/16" x I' Tap Cons.
l I 8'-0"
I
Optional 1/2" drywall
I ( I and RI I Insulation
l
----- --!-4"Step
-------------------------=_
1 �, 1.
Exist. Concret
SECTIO'
ve Existing Wood Walls
3'-
Remove Existing
14'-0" Wood Framed Roof
t
12'i 0" .
.... Extensions @ 4 O.G. s
I " x 2" Nailer Attached to'k lk.
Match Exist. Vented Soffit I —
d.,n I
8f Oil
I
81411
I
I
I
Right Elevation
Left Elevation
t: ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY OF THESE CONSTRUCTION DRAWINGS, MISTAKES DO OCCUR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND DETAILS BEFORE CONSTRUCTION COMMENCES
2: DUE TO SHRINKAGE AND EXPANSION OF PAN COPIES,WRITTEN DIMENSIONS TAKE PRECENDENCE OVER SCALING.
3: ENGINEERS CERTIFICATE OF THE CONSTRUCTION DRAWINGS ARE VIABLE FOR 6 MONTHS OR UNTIL GOVERNING AGENCY CODE CHANGES TAKE EFFECT. IF CODE CHANGES TAKE EFECT IT IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO ENSURE THAT ALL
CONSTRUCTION DRAWINGS ARE BROUGHT UP TO THE LATEST CODE SPECIFICATIONS BEFORE SUBMITTING FOR PERMIT. IF PLANS ARE SUBMITTED FOR PERMIT, BEFORE CHANGES HAVE BEEN MADE DUE TO CODE UPDATES, IT IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR
TO COMPENSATE THE DESIGNER AND ENGINEER FOR UPDATES,PRINTING AND CERTIFICATIONS.
Iv Duio ltevisi"u .
WjiSon x.407-02 2 Drawn:
466 Weathersfield Avenue
Altamonte Springs, Florida 32714 rhwengr @ centurylink.net Design:
Exist. Electric Panel
Alum. Drip Rail
--1" x 8" P.T. Facia
Vented Alum. Soffit
-Simpson H5 Rafter to Top Chord
TI I I Wood Siding -Painted
Typical Wall Section
12'-O"
Remove/Relocate any siding and
Electrical as needed.
Existing Concrete Floor to .Remain
to Remain
Existing to remain \ Exist. 4" Step
D W WH Exist. 8' S.G.D,
Exist. 4" Step to Remain
Breakfast/Dining Room
Exist. Window \,-Exist. Blk. Wall
to Remain
.Kitchen
EXISTING AND DEMO PLAIN
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GWW
RIAW
ME
•
Date:
Scale:
0715?O11
Project:
IJ�
Rear Elevation
Nimpson
Simpson SP2 (tvt).)
Simpson SP1 (typ.),/ i/z fvncnor icons � 1+6,. U.U.-S- Nlmpson Nei (typ.)_/
@ 32" O.C.'s @ 32" O.C.'s
CYPICAL EXTERIOR LOAD BEARING WOOD WALL DETAIL
n.t.s.
PERMIT #
Splice at verticle
1st t Chord F F I E
Splice at 1st Top Chord 10d N
(4) lOd Nails (2) Oeach side o1'splice
!corn 2nd Top Chord
(4) 10d nails (2).each
side of splice Required 2x Dbl: Top Chord
Splice Bctmcn Verticics
a 1st Top Chord - (3) 10d Nails
each side orjoint
2xi Splice Block
2x a 16" O.C.'s
OFFICE
PERM
I yp. Wood Wall Splices o NFORD DI_I,IED A DEPT.
..,A
11. s. NS ARE REVIEYrED AND CONUrrIUi1AL!_Y
THE- =FIT ac SHALL UE
TO R I LICENSE TO PFiooEED WITI-1
ACCE:PTEU FUR PERMIT. A PERMIT I��UED VIOLATE,
CONSTRJED AUTHORITY -ro THE
TFlE WOkY. ANU NUT A ASID= ANY OF
C ANGE r_. ALTER, O1� SET NOR SHALL
A Rfvlrl PREVENT THE EC;O"DR G-
PRUVL,IOI 15 OF'I"HE. TE' F" 11GAL• GODc
ISSUAr7cE OF ITER c7 c_Qt.JIRING A CORFt C
DEPT FROM THER "� THE F L-AI`7S, GUf I`�TFZUGTION
EhROR
OR OTHER VVOLATI..rJS
FRAMING NOTES:
1. All wood framing shall be fabricated and Installed per AITC and TPI and National Design
Specifications.
['or Wood Construction.
2. All Structural Wood iviembers shall have a Minimum extreme fiber stress bearing (FB) of 1,200 psi.
3. Unless otherwise noted, the following lurriber 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 T 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 I ; size and span rating as shown on the
construction drawings.
5. All wood members exposed to weather or in contact with rnasonary concrete or soils
shall be Pressure 'Created.
6. Contractor shall provide all fastener devices as required by the Pre-Engr. BLISS 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 Speoitications.
8. Solid Block all Joists and Rafters at points of support.
_ 9. Prefabricated Structural 'Trusses shall connply with NFPA National Design Specifications
for Wood Construction and TPI Design Specitications for Metal Plate connected Wood
Trusses and AITC 100.
10. All Trusses shall be designed and certified by the 'Truss Manufacturers Lisa: Engineer
I and all Floor Joists sliall be Designed and Certified by the stung Engineer.
1 L Contractor s correlate with Truss/Floor Joist manufacturer to ensure adequate bearings
are provided at end reactions ofall Girder Trusses.
12. Roof Trusses to be typictilly 2�1" U.C,'s unless othertivise noted in Pre -Engineered Truss
Package.
8'-0" 13, Floor Joists to be,typically 16" O.C.'s unless otherwise noted on Pre -Engineered' Truss
Package.
ALTHOUGH GREAT CARE HAS BEEN TAKEN TO
INSURE ACCURACY, MISTAKES CAN OCCUR,
IT IS THE BUILDER'S RESPONSIBILITY TO
VERIFY ALL DIMENSIONS AND DETAILS AND
REPORT ANY DISCREPANCIES TO R,H, Wilson
BEFORE BEGINNING CONSTRUCTION.
'.Title of Page:
Alteration :Level 2 signature:
WINDSPEED -110 MPH /3 Sec. Gust
WIND IMPORTANCE FACTOR = 1.0
WIND EXPOSURE CATAGORY ='B"
EXT. COMPONANT AND CLADDING = + 12.5 TO - 19.9 PSF
WINDOW .PRESSURE _ + 23.6 TO - 25.1 PSF
IN'T'ERIOR PRESSURE = + 25.9 'I'0 - 28.1 PSF
All Mechanical is to conforin to the 2007 Florida Building Code
All Plumbing is to Conform to the 2007 Florida Buit(ling Code
All Electrical is to conform to the 2008 National Electrical Code w/ Amendments.
This Certifies that these plans tneet or exceed the 110 tnph/3 sec. gust
of the 2007 Florida Building Code w/2009 Amendments
Ronald H. Wilson, P.E. Lisc. No. 9710-�
JUL 16 2011
ta,
SLP 0 6 2011