1517 Valencia St 07-1963 Concrete WallCITY OF SANFORD PERMIT APPLICATION
17
Application # :• r q b Submittal Date:
Job Address: 1 517 N/AL P-4.10 A 157r. Value of Work: o 0 o , C) o
11 RECEIVED
i ;Parcel ID: � t'�9' �� � �'�� � � �+�®' � � � � '� �Lonut`: �A'�°� l� Historic ll)strict:
- � APR 2 1- )007
Aescription of Work: C.•h,'7 rO4•t Gai rss "`+�✓,&ito►4 �1 P .........................
•.
� Square Footage: __ • •.
i
........................... ...............
PermitlType: Building SK Electrical ❑ Mechanical 0 Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑
I Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service 0 Temporary Pole ❑
Mechanical: Residential R11, Non -Residential 0 Replacement 13 New 0 (Duct Layout & Energy Cale. Required)
Plumbing/ iVew Commercial: # of Fixtures' _ # of Water &Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair -Residential ❑ Commercial ❑
Occupancy Type: Resi n "al [ Commercial ❑ Industrial ❑ Occupancy Use Group(s):
Construction Type: tJA # of Stories: # of Dwelling Units: Flood Zone: (FEMIA form required )
......................................... .................... .............................. .....................
Property Owner: c::::�•A K1 S COL a N%,14►#J Contractor:
Address: Address: -
Phone: +D`7.39%° 0947 E-mail: Phone: State License Number: .
�� �.. Lender• Bonding Company: ' Mortgage • .. ;., .
Address: Addres: s:
Architect/Engineer: -0.5. t5wmp:T `►.IG. Phone:
Address: Fax:
Plan Review Contact Person: VA.V (() Phone: Di1 x zl 5l+ ax: E-mail: DDBbOSOTC
gYlwlt,.saK. w�i
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 drat a separate
dpermit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,, and
AIR CONDITIONERS, etc.
OWNER'S 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
f 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 LENDER 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 properly that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acce tance o=pt s v ' rca on that I ill notify the owner of the property of the requi
i
p remenls of Florida Lien Law, FS 713.
° L?
Signature n r/Agent ate Signature of Contractor/Agent Date
P 'nt Owner/A ent's Nal
Print Contractor/Agent's Name
U 4431
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
Owner/Agent is leers. nnally Known to Me Contractor/Agent is Personally Known to Nle or
Produced ID - Produced ID 41)
APPROVALS: ZONING: 411M VVATIL: FD: - _ ENG: 13LDG:641�r*
��_
SoccialConditions:r1409:a � �1 :.. �T S/ 1 7 /r1UU%l
Rev 02/2007
L�f COT I
ata>ratr s atotar a
tar x
x-x-x x-x-xwar-x-x x--x-- i1or a
MX47'(U) user ssaue,JJtirr
PROPOSED DECORATIVE WALL C8' TALL) , ' M �. �. foil
CONNECT TO EXIST, CONC, STRUCTURE
'.igoax'O�aY.': •. I
t
xto f
25,3' f 1
4 t tar to
tr r 1 RAN a
1
f
f
v 1 tra' t
1
1d1V I
rsri f $
e 1
♦ r
o I W
36 ♦♦ ru o
♦ 51' g
PROPOSED 36" WIDE DOOR co `
1 ##5 REBAR EA, SIDE, TYR ♦♦�� f
CENTERED ON WALL ♦ ♦ 1''�' `"
f
CURVE MULE
♦ nr t�.�i�1
n .� VALENCI4 i E
>�- rtt.�a°
PROPOSED DECORATIVE WALL (8' TALL)
CONNECT TO EXIST, CONC, STRUCTURE
PROPOSED DECORATIVE PAVERS
SEE DECORATIVE LAYOUT FOR ENTRY DIMS,
7
Code violations found during inspection
are required to be corrected.
Plan/permit issuance does not grant
approval of a code violation. 2004
FBC109.1
Structural plan review is limited to a
general survey for code compliance. No
review is implied nor was taken to
verify structural adequacy
—
�r
OFFICE
DDH- Email: ddbsweet@earthlink.net
SUTEET9 inn
"We Bring Visions To Life" Phone: (407)221-5168
PLAN FOR: CHRIS COLEMAN
ADDRESS: 1517 VALENCIA STREET
SANFORD,_,FLA.32771 _
DATE: 2/07 SCALE:1 3& PAGE:
PROP. I.D.#
LINTEL L
W/ I# 5 F
1 #5 REBAR VI
EACH SIDE OF
,--Ii,%II I
PLAN 1:)ETA�L ca) RENF
LAF 5--FL1C-,,E ca C-,;ONT F:76-
CORNERS BARS
50 LAP
S®RNER BARS SHALL
BE SAME SIZE � 07Y
AS FTC7 RE I NE
PEAK DE7AIL C) CoORNFftf;;�5
5 A R- L A F - F1 L CE ce) C,,,0N7 1:2:7 -6
NEW
�I1" CHAMFER
"FOP OF WALL_ �( FYP)
SEE THIS SHT.
FOR ELEV
OF #4 @12" WALLOP OF
VERT. HORIZ.
cn
0
w
NEW F-TG
3" CLR.
#5 DOWELS @ 24"
TO MATCH VERT, #5 0
`V ~ GRADE
#5 @ 12" E.W., N
TB � o < �
cr �
U U 2'-6" 810" 20 KEYWAY W/10.
N �BEVEL ON BOTH SIDES � 4,_0„
�
2 DECORATIVE WALL SECTION
@ OPENING
C�)'I 5 W/-�O/' LnI rI I v1JJ
OF NEW ETG INTERSECTING
W/EXIST F-TG
n I -D II
DECORATIVE OPENING LAYOUT
NEW I EXIST
JM❑
I 1"$X6" DRILLED
ACKED W/EP❑XY
INTO EXIST F-TE
\\\'--EXIST C❑NC FTG
NEE^ 70 EX57 F76 C,ONN-
LINTEL L-4
W/ 1.4 5 H❑R
-rAEL C❑NCI WALE
I #5 REBAR VERT,
EACH SIDE OF DOOR
_f ,�
DECORATIVE OPENING LAYOUT
TEL W/ (1) -45 C❑NT,
8" C❑NC, BLOCK
45 VERT, REINS, @ 48" ❑,C,
.5 - DOWEL W/ 8" HOOK
25" LAP
N
4) #5 C❑NT,
8' PRIVRCY FENCE
NOTE
ALL REBAR TO HAVE 3" MIN. CCIVER,
D
�� Email: ddbsweet@earthlink.net
SNMET9 10ne
°6Ve Bring Visions To Life" Phone: (407)221-5168
PLAN FOR: CHRIS COLEMAN
ADDRESS: 1517 VALENCIA STREET
SANFORD,_FLA._32771
DATE: 2/07 SCALE: PAGE:
----- --PROP. I.D.# ,� ;I ,j,r, _
l u1�4 rl�
LINTELS BY QUALITY PRECAST
PRECAST LINTEL
(811 X811 , FILLED AND UNFILLED)
Total Allowable Superimposed Load - Pounds Per Linear Foot
Marki o. Nominal oToFal No -Fill Fiiled
Clear Lintel No Steel (1)#5
Span Size A_
_
L-1
L-2
L-3
L-4
L-5
L-6
L_7
L-8
L-9
L-10
L-11
L-12
L-13
L-14
L-15
L-16 P.S.
L-17 P.S.
L-18 P.S.
L-19 P.S.
L-20 P.S.
L-21 P.S.
L-22 P.S.
1�r6'
21211
21811
312211
41011
41611
51211
61211
7'0"
81011
91211
101011
111211
121011
121811
131411
141011
161011
181011
181811
201811
221811
2`�1-01
3'6"
41011
4'T
514"
511011
61611
71611
81411
91411
101611
111411
121611
134"
1410"
1418"
151411
17'411
191411
201011
.214"
241011
6-1-91-�
4277
7845
5413
3466--
4383
3333
2933
29-f 7
4--
20-45-
2577
TZ
2_f67
W4-
1-305_
'f30
1633
113
_425
939
1236
9.04T
1123
807
1004
T49
931
08
783
548
_-T&0
49'f
387-
332
521�
233
-- 406-
2-0-8
3TG
186�
332
111
237
Note: (P.S.) represent precast lintels prestressed using
(2) 7/16" Diameter Prestressing Strands.
"Co
_3,
6
DETAIL "All
1) CODES:
1.1 FLORIDA RESIDENTIAL BUILDING CODE (2004).
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-95).
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES (ASCE 7-95).
2) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI
2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI
2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI
2.2 REINFORCING BARS:
2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60).
2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7-WIRE
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
3) MASONRY:
MASONRY ASSOCIATION AND ACI 530,
3.2 MINIMUM MASONRY UNIT STRENGTH: fm 1250 PSI.
3.3 MORTAR SHALL BE TYPE S OR M.
4) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 81
1
(WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER SECTION 2101.3.1
OF THE 2004 EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE)
19� S,
N1 M 74 -:L� N 0--__ T R_ sl',��,
1. �0N7A�T0 15 TO A5CER7AIN THAT ALL
CONSTRUCTION SHALL BE IN COMiF ANTE- AITH
ALL AFDC I C,�A LE 5U I Lr:� I NCv r 0t�)ANC LOCAL
RE5TRIC,TI0NS ANC THAT 7HE CONSTRUCT ON
OCUM NT5 ARE IN AITH
AFFL_I SA L LASS, 5TA7UE5, ORS I NAND S,
�OE�)5, RULES/ ANC R C-;1ULAT 0N5. I F= TIDE
CONTRACTOR OBSERVES THAT PORTIONS Or -
THE C ON5TRU TI0N r_)O�UMN Ta ARE AT
\/AR ANTE- THF_R W I TH, THE �ONTRA�TOR
SHALL FROPM 'TLY NOTI i- THE F;)ESIONER IN
RI TI NO ANC THE NEC `NARY C,,HANO-EE5 allALL
N T ATE ANC A��OMF 5H 1' A FRO RAT
MOD I I SAT ON.
. IMF.ONS TAKE FREE N� OVRAAIN65.
C NOT `SCALE BRA N To 7ERMINE AN4
LOCAT ON. IF ANC'°RAN OUR,
NCT FY THE rw,)NER AT 0N� FOR CLARIFICA710N.
5. ,ALL A001:) IN CONTAC/T AITH MiASONf °"r, CONCRETE
OR STEEL 5HALL BE- FRE55URF TREATED...
. ALL PROI�)U TS AMA MAT RIALS) SHALL 5 AFPLIE�
ANC/OR IN5TALL� IN A0�CR1�AN�E_ AI7H THE
5. ONTRA�70R SHALL ALL AINCOA ANC
OR MA50NR% ° CfDENIN65 Al TH MANUrACTUR R
PRIOR TO �OMM N� M NT Oft!! ON.
6. ALL PLAN I M N5I ON5 ARE FROM F-ACF- OF 5LOC
OR FACE STUD ANC ARC NOMINAL UNLE 5
OTHRI SEEINSET.
a. TH 1 5 57RU� TURF HAS ON L-;�` NL;) TO MEET
OR EXCEED THE 120 MFH 1 NI�) LOAD RaU I RMNT5
Off . I &O, O� THE r-LOR E;)A R V NTI AL EU L I N �0 E,
2004 El�)T ON
1�CONTRACTOR SHALL 5E RE5EPONSIBLS fOR ALL
ATER PROOF Ne::� .
#5 BAR W130' LAP AT
OF NEW WALL5 INTER5E
FIL LEP KNOCKOUT �31_
W/"5 BAR CONT
Or-, [NIT(-) I' r-)IAM `,� 1_1 DRILLED
U/EPDXY C4ROUT
3N
X15T 8' CMU WALL
NOTE5:
I. FOUNDATION 1:�ESIGN BASED ON 2000 P.S.E. MINIMUM ALLOWABLE BEARING
FRE55URE. 51JBMIT SOILS REPORT BY FLORIDA RE015TEREC) ENCvINEERIN6 FOR
REVIEW PRIOR TO FOUNDATION POUR.
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I. 50I-7q AND SHOP
DRAWINGS WITH A.C.I. 5I5-ao. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT
FOR APPROVAL PRICF, TO FABRICATION OR CONC. FOUR.
5. CONCRETE 2a DAY STRENGTH; SLABS, FOOTING; 2500 P.S.I. 2/ 5/4" MAX.
AGGREGATE.
4. REINFORCING STEEL; ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE
GRA1:7E 40.
5. STRUCTURAL DESIGN IS BASE® ON AN ENGLo5E1 STRUCTURE. WIND0W5 SHALL BE
CCOVERE1 WITH STORM SHUTTERS OR FLYW001 FOR HURRICANE CONDITIONS TO PREVENT
FROJEGTILE PENETRATION.
(2, 1:;)ESICyN LOADS: IN ACCORDANCE WITH 2004 RES. BOILDING GODIa .
ROOF LIVE LOAD: 20 P.S.F.
WIND LOADS: IN ACCORDANCE I^I/ F.B.C. OI EDITION FOR
120 MPH REGION REFERENCING A5CE--i
INTERIOR PARTION5: 5 P.5.F. PERPENDICULAR TO WALL FACE
7. PRE-ENGINEERED ^005� TRU55ES SHALL BE DESIGNEn IN ACCORDANCE W/ F.B.C.
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPRC \/AL
PRIOR TO FABRICATION.
a. LUMBER GRADE SHALL BE:
A. HEADER, COLUMNS, BEAMS #2 S.Y.P.
OVERBUILT FRAMING F15-1500 PSI
B. WALLS, BLOCKING; MI SC. #2 SFF
C. BILL PLATES #B.Y.P. P.T.
q. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE.
1C. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED
11. TH15 STRUCTURE DE51C�N EXTENDS TO ITEMS COVERED BY 55TI7 10-qq
EXCLUDED ARE FINISHES, NON-STRUCTURAL. ITEMS, MISC. PARTS OVERHEAD
DOORS, ROOFING, WALL ^ATERFROO INO WHICH ARE 17E516NED BY OTHERS.
12 CONCRETE FLOOR SLAB IS EXPECTED TO DEVEL,OF SHRINKAGE CRACKS.
15. CONCRETE MA5CNRY; ASTM C-qO:, WITH 2E� PAY FR15M 5TRENGTH OF 2000
P.S.I. MIN. WITH TYPE M OR 5 MORTAR. MASONRY PRECAST LINTELS SHALL
BE PROVI®E® A5C\IE ALL Of ENINC75. ALL MASONRY WORK SHALL BE IN ACCORDANCE W/
A.C.I. 530 ANI�) A.G.I. 55I. PROVIDE MASONRY CLEANOUTS ALL FILLED CELL LOCATIONS?,
SUBMITTAL NOTES:
1. SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSSES SHALL BE A FLORIDA REGISTERED ENGINEER
AND SIGNED AND SEALED SHOP DRAWINGS INCLIDING CALCULATIONS SHALL BE SUBMITTED TO ARCHITECT
FOR REVIEW AND APPROVAL PRIOR TO FABRICATIO OR ERECTION, PRE-ENGINEERED WOOD TRUSSES SHALL BE
DESIGNED IN COMFORMANCE WITH 2O04 RES. BUILDING CODE.
2. SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACING FOR ERECTION AND HANDLING AND PERMANENT
BRACING AS REQUIRED BY SPECIALTY ENGINEER.
U 'U�Av NO119m�
�:
Email: ddbsweet@earthlink.net
SWEET,, I- nc
"We Bring Visions To Life" Phone: 407 221-5168
PLAN FOR: CRIS GOLLMAN
�I NEW T� EXIST TIE BM CONN. ADDRESS: 3421 WIPPORWILL CT.
a
DATE: 11/06 SCALE: i PAGE:
_PROP. LD.#