2550 Palmetto Ave 06-2365 RoofCtTy OFSANFORD PERNU At'I'LICATION
Permit It: — � {7 GC Date:
,Job Address: a SU
Description of Work: %'�y6 4 , 0 l'I ____Total Square Footage i—o
Historic District: Zoning: — Value of Work:
Permit Type: Building Glectrica! _ __. Mechanical Plumbing Fire Spriukler/Alarm Pool
Electrical-. New Service — ## of AM['S Addition/Alteration ____ Change of Service _ Temporary Polc
Mechanical: Residential Nun-Itesidcntiai — Replacement New _ (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: It of Fixtures __.___.._ __. fl of Water & Sewer Lines If of Gas Liucs
Plumbing/New Residential: t# of Water Closets Pluutbiug Repair — Resideutiid or Commercial _
Occupancy Type: Residential _ Commercial industrial -
Construction Type: tf of Stories: �— N of Dwelling Units: _ Flood Zone: — (FENIA form required )
Owners Name &/Address: i![o['tr.-._ ..�I^_ 1 `9` VyIL, e --
'1...»_ ti' 'LG�I 1. / ' C� S:}./ •-CW_ 'L".n:_C� _-� �. Phone
Contractor Name & Address:
Statc Liccusc Nuatbcr:
Phone & Fax: Contact Person.,
Bonding Company:
Address:
Mortgage Lender: ---------_— __. -------------�_— ____---_.--
Architect/Engineer:
Phone:
Address: _.-.---_-_- .__ -_ Fax:
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 sepandc
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILF..RS, HEATERS, TANKS, mid
AIR CONOFFIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing infountation is accurate grid that all work will be done in complitmec with all applicable laws regulating
constriction and zoning. WARNING TO OWNER, YOOR FAILURF• TO RECORD A NOTICE OF COMNIENCFMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR [.ENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the rcquircineaks of this perinit, (heue 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 govcrumenlal entities such as water mamrgenicut districts, state agencies, or fedetal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Floi ida Lien Law, FS 713.
Signature of Owner/Agent Date Signature of Conttactor/Agent Dale
rn(f)M/A'sName Print Contractor/AgenCs Nanic
1igoature ofNotary-Statc of Florida Date Siguaturc of Notary -State of Florida Date
Owner/Agent is _ Personally Known, o [) ��I� ��� I O( "'a" r/Agcnt is _Person ly Known to Mc or
Produced ID — — CRY COMMISSION # UD —
�-a-Nota,�y February Pt( uccd !D __..�.._.....:___
1-8w EXPOES: 25, 200791
A
APPROVALS: ZONING: L Ft ° h+ oiscOuntFl;soc. co. L'NG: BLDCi:
_—� -- -- -
Special Conditions: _ _- ---•
Rev 03/2006
'1
NAILING PATTERN
FIELD 6" O/C 8d NAILS
EDGE 4" O/C 8d NAILS
10'1 9" 10 _2*
BEARING
HEIGHT
2"X6" JOIST TAR & GRAVEL ROOF 1 "X6" DECKING
L
2„ X8" TOP PLATE 2/-0"
4'-0"
EXISTING HOUSE
WEATHERGUARD METAL PANEL ROOF
W/ 30# FELT ON 1 /2" CDX PLYWOOD
P.E. TRUSS, BY OTHERS, ON TOP
OF EXIST. JOISTS
REMOVE EXIST. OVERHANG
y 1 /2" FASCIA WITH
EAVE TRIM
EXIST. 2"X6" JOIST HTS 20 @ EACH JOIST
EXIST. 2"X8" TOP PLATE (5) I�"X1-� TAPCONS PER
W/ EXIST, A.B. STRAP
:--- ' . EXIST, FOOTER
TYPICAL BLOCK WALL SECTION
12 PROPOSED P.E. TRUSS
REMOVE EXIST: OVERHANG
-- 12 1 /2" FASCIA WITH
-- - t27"X6"
EAVE TRIM
EXISTING 2"X6"
JOIST & 2"X8" TOP '-0' ❑VERHANG
PLATE TO REMAIN RAFTERS,
DBL 2"X12" P-T.j #2 SYP
10'-2" HEADER, #2 SYP .------ COVERED CARPORT
BEARING
HEI HT
COVERED\_34X34xi, so,
ENTRANCE STANDARD STEEL
COLUMN (TYP)
JLL
PROPOSED HOUSE
I
I
HUSC 210-2 W/ (10)
EXISTING CMU
WALL I I IDS"X1- TAPCONS EXISTING 2"X6"
JOIST REPLACE EXIST 4X6 HEADER W/
MTS 12, EACH RAFTER QpL 2"X12" P.T. HEADER,#2 SYP
TO HEADER (TYP) *SHORE UP EXIST. JOISTS PRIOR TO
DBL 2"x12', #2 SYP HEADER _ - I _ REMOVAL OF EXIST. HEADER*
%
1 n/
HEADER CONTINUES
FABRICATED" TO THIRD POST
STEEL SADDLE
W/ (2) B"CARRIAGE
BOLTS (TYP)
STAI RS W/
CMU WALL
STANDARD STEEL
8"X8"Xd" STEEL PLATE COLUMN(TYP) 34X3-b"Xi" SQ.
W/ (2)"X8" A,B
STANDARD STEEL
COLUMN (TYP)
EXIST, CMU WALL
I-- IF CELL IS NOT. FILLED, SPLIT
15'�4"
7,-3'
-- --" --- '--1::::—1 --z=:::' --- --"- 4_'_- -
0"
NAILING PATTERN
FIELD 6" O/C 8d NAILS
EDGE 4" O/C 8d NAILS
10'1 9" 10 _2*
BEARING
HEIGHT
2"X6" JOIST TAR & GRAVEL ROOF 1 "X6" DECKING
L
2„ X8" TOP PLATE 2/-0"
4'-0"
EXISTING HOUSE
WEATHERGUARD METAL PANEL ROOF
W/ 30# FELT ON 1 /2" CDX PLYWOOD
P.E. TRUSS, BY OTHERS, ON TOP
OF EXIST. JOISTS
REMOVE EXIST. OVERHANG
y 1 /2" FASCIA WITH
EAVE TRIM
EXIST. 2"X6" JOIST HTS 20 @ EACH JOIST
EXIST. 2"X8" TOP PLATE (5) I�"X1-� TAPCONS PER
W/ EXIST, A.B. STRAP
:--- ' . EXIST, FOOTER
TYPICAL BLOCK WALL SECTION
12 PROPOSED P.E. TRUSS
REMOVE EXIST: OVERHANG
-- 12 1 /2" FASCIA WITH
-- - t27"X6"
EAVE TRIM
EXISTING 2"X6"
JOIST & 2"X8" TOP '-0' ❑VERHANG
PLATE TO REMAIN RAFTERS,
DBL 2"X12" P-T.j #2 SYP
10'-2" HEADER, #2 SYP .------ COVERED CARPORT
BEARING
HEI HT
COVERED\_34X34xi, so,
ENTRANCE STANDARD STEEL
COLUMN (TYP)
JLL
PROPOSED HOUSE
I
I
HUSC 210-2 W/ (10)
EXISTING CMU
WALL I I IDS"X1- TAPCONS EXISTING 2"X6"
JOIST REPLACE EXIST 4X6 HEADER W/
MTS 12, EACH RAFTER QpL 2"X12" P.T. HEADER,#2 SYP
TO HEADER (TYP) *SHORE UP EXIST. JOISTS PRIOR TO
DBL 2"x12', #2 SYP HEADER _ - I _ REMOVAL OF EXIST. HEADER*
%
1 n/
HEADER CONTINUES
FABRICATED" TO THIRD POST
STEEL SADDLE
W/ (2) B"CARRIAGE
BOLTS (TYP)
STAI RS W/
CMU WALL
STANDARD STEEL
8"X8"Xd" STEEL PLATE COLUMN(TYP) 34X3-b"Xi" SQ.
W/ (2)"X8" A,B
STANDARD STEEL
COLUMN (TYP)
EXIST, CMU WALL
I-- IF CELL IS NOT. FILLED, SPLIT
15'�4"
7,-3'
-- --" --- '--1::::—1 --z=:::' --- --"- 4_'_- -
0"
o
0
o
;t
z
m
w
ra
Ga
o
x
U
w
a
< m
-T-�� FACE OF BLOCK, DRILL. & EPDXY
ENSURE FILL CELLSV (1) #5 6" 'INTO F❑❑TER, I . 17'-2"
2 COLUMN L❑CATI❑N EXTEND (1) #5 REBAR TO TOP
OF CMU. (25" LAP, MIN)
CARPORT ADDITION
COVERED ENTRANCE
0�
TOP VIEW
M-
PLANS REVIEWED
-0—0 WEATL PROPOSED P.E. TRUSS
IERGUARD METAL PANEL ROOF
W/ 30# FELT ON 1 /2" CDX PLYWOOD
-T-�� FACE OF BLOCK, DRILL. & EPDXY
ENSURE FILL CELLSV (1) #5 6" 'INTO F❑❑TER, I . 17'-2"
2 COLUMN L❑CATI❑N EXTEND (1) #5 REBAR TO TOP
OF CMU. (25" LAP, MIN)
CARPORT ADDITION
COVERED ENTRANCE
0�
TOP VIEW
M-
PLANS REVIEWED
-0—0 WEATL PROPOSED P.E. TRUSS
IERGUARD METAL PANEL ROOF
W/ 30# FELT ON 1 /2" CDX PLYWOOD
MTS 12, HEADER
12-
TO RAFTER
1/ 2" FASCIA WITH
i MTS 12 HEADER N
EXIST, 2XG JOIST
EAVE TRIM V
MTS 12,
TO RAFTER
HEADER
REPLACE EXIST 4X6 HEADER W/
DBL 2 X12 P,T, HEADER
FABRICATED' T❑
RAFTER
*SHORE UP EXIST. JOISTS PRIOR TO
STEEL SADDLE
FABRICATED"
REMOVAL OF EXIST. HEADER*
BY OTHERS
STEEL SADDLE
DBL 2"x12', #2 SYP HEADER
BY OTHERS
EXIST. CMU WALL
( ALL HEADERS)
EXIST, CMU COLUMN TO BE
34X34Xi" SQ,
REPLACED W/ STEEL
STANDARD STEEL
COLUMN
COLUMN (TYP)
,
8'X8"XR" STEEL PLATE
R'X8'
W/ (2) A,B�
WALL WELDS SHALL BE
EXIST, CARPORT SLAB
FILLET & CERTIFIED
ENSURE 20"X20"X12"F❑❑TER
W/ (2) #5 EACH WAY
CARPORT ADDITION
SIDE VIEW
PROFILE PTY1 ID j..SPAN TRUSS TYPE 1PITCH WH I ROH LCANT RCANT
REACTIONS
.�
31
24-00-
0 A
4,000
02.00-
02-00-
00-00100-00-
o(nt 2
5,6 Ws,
450,5 lbs,
Joint 6
715,6 lbs,
-450,5 lbs.
oint 2
Joint 6
2
24-00-
0 AG
4,000
02-00-
02--00-
00-00-
00-00-
0733 lbs,
10733 lbs,
675,8 lbs,
-675,8 lbs.
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OF
EXCEED THE 120 M.P.H. (3 SECOND GUST) WIND
LOAD REQUIREMENTS OF CHAPTER 3 OF THE
FLORIDA RESIDENTIAL BUILDING CODE, 2004 ED,
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OHN J. HERBERT, III, P.E.
STATE OF FLORIDA
REG. NO, 39606
FILE NAME: ROOF OVER
JOB #
SHEET: 1 OF: 1