2103 Palmetto Ave 07-1843 Detached garageCITY Or SANFORD PERMIT APPLICATION
Application # : 0 , l 1� �� �, `mittal Date:
Job Address: trig r V�u of Work: $!
Parcel ID: Zonine I� Historic District:
I c Description of Work: '.-��� i� r�,��� Square Footage:
��:� l r'
'a ..... o: 45.
♦......•..................1............♦...... •........ 9 t..,. •........... ♦.......................... •.,..l l......
1 Permit Type: Building Electrical ' Mechanical ElPlumbing*�Y Fire Sprinkler/Alarm El PA`P P '�'� ❑
b of Set -vice El
Pole ElElectrical: New Service — # of AMPS Addition/Alteration Change
nr
Mechanical. Residential 3 Non -Residential q Rep laceinent ❑ New ❑ (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: !,# of Fixtures # of Water &Sewer Lines # of Gas Lines
Plumbing/New Residential: If of Water Closets Plumbing Repair —. Residential ❑ Commercial ❑
Occupancy Type: Residenf ' Commercial ❑ Industrial ❑ Occupancy Use Croup(s)
Construction Type: _ # of Stories: # of Dwelling Units: '�Flood Lone: (FEMA form required)
.........../ ..........:.............. ............ ............. ............ .........................................
...
Property Owner: t-� %� L �y�� ^��� > Contractor:
Address: `Z\ U �a �rl'tti+n� :`r'f`t� /:.� Address:
Phone: State. License Number:
� .n
;: Bonding Company: Mortgage Lender:
der:..
Address` AddreS
I�
Architect/Engineer. yr '- — �`� � i /UPhone: S' .3? ..; e
Address: l U(v l) N / t4 L->y'i-jGl i-(- Y l CN v f--A)-
Plan Review Contact Person: t'x feLI4144 CIlilic ON"SPhone: &—W— -'�) "�
Fax:
_ E-mail;
Application is hereby made to obtain a permit to do the work and installations its 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 separate
permit trust be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IIEATERS, 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
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
C OTICE: In addition to there uiremcnts of this permit, there may be additional restrictions a licable to this property that ma be found in the ublic records of
�q P Y PP A A Y Y P
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
of permit is ver-f ation that I • .,
Acceptance p will notify e owner of the property of the requirements of E nrla Lien L w FS 71
Signature of Owner/Agent ate Signature of Contractogent enDate
Gy/GG// rY1 � A �( Gt�JG�//1-r14 ��/�7 91 V11 Al4��
X
•' /Agen��L
Signature of N//��//6tary-State of Florida Date
`vB3iLAN'1 ON,
,g My COMMISSION # DD629096
Rrrr EXPIRES: Februaty25, 2011
1-N -J-NOTARY FI. Nomy LhWou tAssoc. Co.
Owner/Agent is Pers t
_ Produced ID�� I _ i f,) 00
APPROVALS: ZONING: iH `7 L o UTIL: FD:
Special Conditions:
Rev 02/2007
Print Contractor/A>'
Signature of Notary -State of Florida Date
Contractur/Agent is _ Personally Known to Me or �����
Produced ID
ENO:
�1 9-1.00
1 _ - --
0", Code violations found during inspection V
» are required to be corrected.
' I � does not rant
T R� C LCI��. ATI N6 Plan/permit issuance d g �
approval of a code violation. 2004
' FBC109.1
u
LOT A :�A � 12ro® 5F
U.
• fi F I
EX16TING-3 .5T�1�uc rUt-- �i . 1233 8P
NEW 67-RUC�TURES 400-
ri
DR I V /U1A Ka t� j Structural plan review is limited to a
general survey for code compliance. No
review is implied nor was taken to
verify structural adequacy REVI51=p
COVERED/IMPERV I.OUS 1000 SP
COVERED PRCE1�1T'AC.�� 24.�ro .:.....:.,.. , ::�:.� .
'AW I N IMEX Ql%
I N'O" 0"
1 COVER / INDEX/ SITE
2 FOUNDATION /FLOOR PLAN
ROOF /ELECTRICAL PLAN r lU a) 61
3 ELEVATIONS / ROOD � t; � o
1�F' /al-h�Y M
4 FRAMING DETAILS
5'- " SrIMACK (16-0° IFUILDING HT.)
PROPOSED I -STORY I Z 0
lUCOD FFAIIE GARAGE I 1J
PLA10 I
F S A 'N" F ON pl�jiu
ail Idi
�01 1,9 GENERAL NOTES: -
I I u THE BUILDING IS DESIGNED IN ACCORDANCE WITH THE 2004 EDITION OF 'THE FLORIDA t3UIL_ )ING CODE:'
i FOLLOW ALL APPLICAE3LE PROVISIONS FOR ALL PHASES OF CONSTRUCTION.
t_>dsnNG wsLL I �� ,
di l I MANUFACTURERS OF ANY PREFAF3RICATED AND/OR PR1r-ENCxIN1= R1=p 5 :'v r EM gR .COMPONEN"r SHALL
t) c? I SUBMIT SHOP DRAWINGS FOR THE ENGINEER'6 APPROVAL (PRIOR TO FABRICATION OR ERECTION OF SYSTEM "
a: ai
OR COMPONENT. THESE SHOP QRAUTINGS SHALL BE 5lGNED AND SCALE r,3'i.A FLGRIDA REGISTERED ENGINEER,
O v R ,
I CONTRACTOR TO VERIFY ALL DIMENSIONS WRITTEN OR IMPLIED BEFORE COMMENCING ANY IUORK.
FOUNDATIONS: N
I I FILL UNDER FLOOR SL:Af3 SHALL BE COMPACTED To A DENSITY OF AT I_EAST 95 v OF MODIFIED PROCTOR ��
Ex;.arlNG I-sroRr
1-1
I WOOD FRANE I MAXIMUM DENSITY (A3Th 1) VA"kF.. .
I RESIDENG� I � �(�
SOIL BEARING: THIS DESIGN IS PREPICATEP ON THE ASSUMPTION THAT THE SOIL BEARING SHALL BE IN
EXCESS OF 2000 LBS PER SQUARE FOOT.lu
I I CONCRETE:All
}—
I I !hr
DESIGN OF REINFORCED CONCRETE' CONFORMS WITH BUILDING CODE REQUIREMENTS FOR REINFORCED � ILI
PERMIT #
a CONCRETE, AC-318 LATEST EDITION. DATE: � n
I I 1-1
I I CONCRETE SHALL HAVE AN UNCONFINI=D COMPRESSIVE STRENGTH OF 30Op-PSI AT 28 DAYS.
I I 1!L
•, I l=xISTIPIG DRIVE I
I I STRUCTURAL WOOD FRAMING:
I I ALL WOOD STRUCTURAL t =M13l=RS SHALL BE CONTROLLED STRESS GRADE' LUMBER HAVING SCOPE OF IUORK: Q '�
A FIBER $TRE$5 OF 1300 PSI MIN,
ALL FRAMING 'To BE DESIGNED, FABRICATED AND IN6TALLEP AS PER AITC,
AND TPI-CONS'1"RUCTIOi�I OF N);UJ 1-STORY WOOD
SPECIFICATIONS FRAME aARAGI= UJ/ ATTIC
ZZ ALL WOOD MEMBERS EXP06ED TO WEATHER OR BEARING ON CONCRETE SHALL BE
PRE55URE-TREATED DESIGN STATEMENT
PALi" 1 rTC 8TP�:CT I CERTIFY THAT I HAVE REVIEWED THESE PLANS AND THEY CONFORM TO:
_ _— — _ _ _ _ _ PROVIDE TEMPORARY TOP CHORD BRACING UNTIL ROOF DECK 15 IN PLACE CHAPTER 16 OF THE 2004 FLORIDA BUILDING CODE
-OR- 1-
50' R/UT CHAPTER R301 OF' THE 2004 FLORIDA RESIDENTIAL CODE Q Y_ Y
WOOD TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND 5EAL1=p SHOP DRAWINGS TO DESIGN CRITERIA: U U
ENGINEER FOR APPROVAL, WHICH SHALL INCLUDE THE FOLLOWING:
- LAYOUT PLAN DESIGNATING TRU66 TYPES BASIC WIND SPEED: 120 MPH f 3 EEG, GUST
- TRU66 DIAGRAMS DE51GNATING TRUSS TYPES WIND IMPORTANCE FACTOR: I }Cn
-
61TE
PLAN
- ENGINEERING CUT SHEET'S SHOUTING GRAVITY AND UPLIFT DESIGN WITH T-3UILDING CATEGORY: � [n (�
MAGNITUDE OF BOTH 5T3 OF FZEACTIONS WIND EXPOSURE:
- ENGINEER GIRDER TO C-IIRDER CONNECTIONS, AND LIST ALL STANDARD CONNECTORS INTERNAL PRESSURE COEFFICIENT: p,18 3 V
SCALE: I" = 20'-C" FOR TRUSS TO TRUSS, TRU55 TO MASONRY, OR TRUSS TO WOOD WALLA NOT COMPONENTS 4 CLADDING DESIGN PRESSURE: QE53 / -34.-1 PSF
DETAILED BY STRUCTURAL PLANS ( 6IMP50N STRONG -TIE OR EQUAL 9 GARAGE DOUR DESIGN PRE55URE: +21.5 / -24,4 PSF
DRAWINGS Q Q U
THE 5oU I 112i3' OF LOT 3 AND THE NORTH 33' OF LOT 4, NO OTHER CERTIFICATIONS ARE STATED OR IMPLIED
6PEIRS ADDITION, ACCORDING TO THE PLOT THEREOF,
RECORDED IN PLAT E300K 3, PAGE 14 OF THE PUBLIC 5RYAN A. MOLYET, P.E.
RECORDS OF SEMINOLE COUNT)- FLORIDA. MOLYET ENGINEERING LLC
— - ROOF TRU65 DESIGN LOADS FLOOR TRUSS DESIGN LOADS , FLOOR LOADS - LIVE 1060 E. INDUSTRIAL DR., STE. UT
ORANGE CITY, FL 32-163
- TOP CHORD LIVE LOAD 20 - TOP CHORD LIVE LOAD 4O - SLEEPING 30 P,E. *041509 CERTIFICATE OF AUTHENTICITY "000o9855
- TOP CHORD DEAD LOAD 7 - TOP CHORD DEAD LOAD 10 ATTIC ill/ STORAGE 30 ;
- 50T, CHORD LIVE LOAD O - BOT, CHORD LIVE LOAD 0 - ATTIC WITHOUT STORAGE 10
- BOT. CHORD DEAD LOAD 10 - 130T. CHORD DEAD LOAD 5 - ALL OTHERS 40 DATE
d�
1 - TOTAL LOAD - 31 P5F / LF = 1.25 - TOTAL LOAD - 55 PSF / LP = I.Uo - STAIR LOAFS 100 NOT VALID WITHOUT RAISED SEAL s SIGNED IN BLUE INK
r - - - - -
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/ ' IN ATTL
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ELECTRICAL FLAN
SCALE: 1/4" = 1'-0"
r• •
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RFFAf3 30" X 30" 5HR
DRYER lUSNR
Y. 54" PULL -DOWN
JOLDING
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16 X 1 OH GARAGE DOOR 4 C
3-2 X 12 HEADS .—,
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FLOOR FLAN
SCALE: 1/4" = I'-O"
00
OHMS (;Q01L) :N
SQUARE FOOTAGE
GARAGE 480 SF
ATTIC 240 SF
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SIMPSON MSTA24 10 MAX, 32"OC
TRU55 CONNECTOR 5CHEDULE.
TRUSS TO WOOD FRAME SIMPSON MT5 12
ROOF FLAN
SCALE: 1/4" - 1'-0"
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OR FIE3ERMESH REINFI, CONT, ON 6 MIL VAPOR I V
1� BARRIER U)/ 12" OVERLAP; SEALED w ALL 5EAM5
v I d ALL FENETRATION5i OVER TERMITE TREATED, v
n I CLEAN, COMACTED FILL,
7 — — 7
1~ OLY T ENGINEERING
1060 EAST INDUSTRIAL DRIVE, SUITE Q
ORANGE CITY, FLORIDA 32163 PH:386,532,8000
PE041509 CERT, OF AUTH,000009855
20' -O 11
FOUNDATION FLAN
SCALE: 1/4" = I'-O"
CLEVELAND RESIDENCE
2103 PALMETTO AVENUE
SANFORD, FLORIDA 32111
PLAN REVIEW REVISI NS
MAY 29, 2001
14 RI6ER_0� Q 1,30"
12 TREADS V 9 1/2"
I LANDING v 3'-1" 50.
2 R '+ 1 TR = 24 1/4"
TOTAL. HGT 8 1/4"
_ ATTIC FLOOR 8'-6 1/4" AFF
2 1/4" DIA. CONT. .�
—HANDRAIL AT:
36" ADV. STAIR,' '
4 \ 1
CONNECT 5TRINGER6 y
TO HEADER W/,AA "
"6411`60N" MT512
P
KN�!E�IUALL
_ sr LANDING
0,-1,30" AFF
(3) 2" X 12" STRINGERS r' tqf
FIN FLOOR
--- o -o" 4FF
ltv r
2 X 4 PLAIE/AJjAGHED
TO FLOOR Y5:4 X 4°
SCREWS 2'� l-
P
SCALD: 3/011 II
1, HANUFRAI SHALL INCLUDE INTERME01 , .
RAILS O E OF,NAMENTAL fi ATTERN5 aUC�I , AT
A 4-IN I�IAMEI'ER 6PHIE E CANNOT
PAel 104 I 'OUCH ANY OPT HNINCxS
2, H PRAIL5 SHAI.-L 5E ID1*51C�Nl_ID 4 CONSTRUCTED
F• R A CONCFENTRATFD LOAD OF 200 Ib APPLIED
ANY POINT AND IN ANY DIRECTION.
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4'
I 1y LINE OF WAI_l.
\t a OR CURI31]D
STRINCsFR
WFPGFO
orr-t=GTIvF 1
DFP'IH FOR J
GARRIAG
Provide thermal expansion on hot water
supply system as required FPC 607.3 or -
FRC 2903.4. (�
0��.
jtgYiFl,3....
Venting Requirements; Every trap fit'
and trapped fixture shall be vented in "
accordance with one of the methods
p in FPC chapter 9. FPC 901.2 '
specified .1 ; „_ "zi=,PIM,r r
' li u awaFyN`N -
,,'
—
r Water hammer arrestors shall be
installed where quick -closing valves are
7 being utilized.
FRC P2903.5
1 FPC 604.9
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ELECTRICAL PLAN
scai..e:va" =-I.-o"
Ll/5'-KJ11 0'—V"
2 X 6 m 16" CC, WALL FRFF B 30" X 30" SHR ---\
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DRYER U15HR I I 1
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2'-6"
m W/ SHLVS ABY
z FLUME F
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w/ 7/W' FLITCH PL.
20'-O'I
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TRU55 CONNECTOR SCHEDULE Ruut— roLAN
TRU55 TO WOOD FRAME SIMP'SON MT5 12 SCALE: 1/4
20'-0"
SQUARE FOOTAGE AFMNt
GARAGr-- 450 5FUINDATI
LAO"ON Ot*"�_OLAk
ATTIC 240 5F ( II /� II 1 ,{
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A / 1.35T''RI9E623 FOR CODE I
I ro1_411
411
VALLEY 6ET TRUfi6E6 OR ` I I ( \
FA6TEN 2x6 6Yp PLATE CONVENTIONAL FRAhB
TO TOP CHORD OF EACH IN-
firt SIMPSON PR USP M5TAI5
PP-E-LNGINLSREP TRUSS STRAP lU/ 6-lOdNAILfi AW WITH 61MIlOCN OR U91 IN TRU99 AND 15LOC TOILET / 6INK I H Ih197AIB STRAP W) 12-IOd GALV. VALLEY 5ET TRUSSES MAY I��I�6TRAP TO ROOF IP.U55L68DETAIL DEPICTS A INAILS OR U6E !9) "8 9GR ROOF P1=GKING
PICAL VALLEY CPNPINONND 15 NOT SPECIFIC WITH I I I I
FASTEN CONVENTIONAL RE 9YP YAL,LFY J
REGARD TO SIZE OF FRAMING I I I 1 _ / I I _ /I
RAFTER FRAMING !OR PRE-ENGINEERED h1LMBLR9 I L/A- I I .✓/ I \� L y
VALLEY TRU55E5) TO 2)(6 PLATE WITH 2x4 6TP F�LOCKI I — — .._ _
SIMPSON H2,5 CONNECTORS (IP-Bd NAIL6) W/ 9-16d EACH E I
AT EACH RAFTER TO PLATE CONNECTIO
P.OPF TRU86
"rF24MINC 41—�
VALLEY VI ,:LN 21-OII
J
CONNECTION DETAIL SCALE:: N.T.S. ION
SCALE: N.T.S
%0 CT
SCALE: 1/4" 11P011
ARCHITECTURAL SHINGLES ON 15'0 FELT OVER
GALV. METAL DRIP EDGE ON PT I X 2 NAILER NOMINAL 1/2" 058 OR CDX PLYWOOD SHEATHING 12
Ob' R 1 X Co FASCIA TO MATCH EX15TING ON PREFAB WOOD ROOF TRUS5E5 AT 24" OC �� 5
LI CONT, RIDGE VENT
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R�Ai? M"LEYA ? ION
GALV. METAL DRIP EDGE ON PT I X 2 NAILER
OVER I X 6 FASCIA TO MATCH EXISTING
sC,41.. r=: 1/4" e 11_011
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1
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150 FELT OR HOUSE IURAP OVER
2 X 4 o1ro" OC 5TUD6 U1/ RII INSUL
ARCHITECTURAL 5HINCiLE5 ON 15* FELT OVER
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1 Y},..W I-tV 1'�If..• 1-HI ✓Ij./II'(l�} �./ r 1-.-1'`
15* FELT OR HOUSE WRAP OVER
2 X 4 Qlro" OC STUDS W1 RII INSUL
SCALE.- 1/4" = 11-011
CONT, RIDGE VENT
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a FRAMFP WALL.5 4 GABLES t
"61MP5CN" L6TA12 m 24"OC . A
3-IOd NAILS �
m
2 X 4 RACE 3-I NAILS 2-2 X 6 MIN. HEADER——r
BAG 61DE W
ADD BRACE IF 'A' 15 "6IMP60N" LSTA12
a GREATER THAN 6'-0" ( 6'-O" MAX. HEADER SPAN)
° u6IMP60N" L6TAIS
( HEADER 6P,4N OVER 6'-O") 04
It
a a �L� sl S J ,ri4
-13
SINGLE NAIL �DCx� SPAcwG O SEE SHEATHING SCHEDULE
s- HEADER STUDS
3-I0d NAILS
a o z C3AGK61DE 2-"SIMPBON" SPI OR SP4
REVISED
3l NAIL SPACING w
z I 2 X 4 BOTTOM PLATE
z� Q 2 X 4 BRACE
2 X 4 AT 16" OC CRIPPLE STUDS
UNDER WINDOW OPENING
U �
a 3/8 HEAPER STRAP DETAIL 0
--3-IC NAILS
N BA SIDE SCALE: 3/5" = 1'-0" 0
a o ttl �
- ROOF MATERIAL SHALL BE ARCHITECTURAL SHINGLES FASTENED Q
WITH (6) 1" ELrCTRO. GALV. ROOFING NAIL6 * EA. SHINGLE W/
FULL SHEATHING PENETRATION
"SIMPSON" A-34 CLIP
POUBLE NAIL. FPGE SPACING-� I } �
- T-1016TURE BARRIER SHALL BE 15M FELT OVER SHEATHING W/ I" (K
SIMPSON META 16 m MASONRY OR CAPPED ROOFING NAILS W 12 Oc (� m
SIMPSON LSTA la m FRAME WALL g24" oc THIS DIMENSION TO E3E GREATER THAN
OR EQUAL TO Pi1"iEN8ION 'A' ROOF AND WALL SHEATHING, SHALL BE MIN, 1/2" NOMINAL CDX � _� m lL
SHEATH t � � -}� y� I � PLYWOOD OR "" O RO W �3d RING, FRO NAILS DG oC EDCzE6 (X Q
I ( I AND FIRST 4'-O" OF ROOF 6HEATHINCc FROM ALL EDC,ES AND F- Q
6" OG m SHEATHING INTERIOR - (K
FOR EXTE - ��LIll -- o
aCtu
ALE: N.'r.S. SCALE: 1/2"= I'-O"
t o
O p"
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1 ARCHITECTURAL SHINGLES ON 15" FELT
' OVER MIN. 1/2" CDX PLYWOOD OR 1/16"
ON PREFAB TRUSSES
12 055 5HEATHIN G
. � 5
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GALY. METAL DRIP EDGE lu
JU j--
ON PT I X 2 NAILER OVER
I X 6 FASCIA E30ARP
Irlt C ofp� w A\ a
Goc.3c�
ALUM. SOFFIT O
"SIMPSON" MT516 EA. TRUSS
2 X 4 STUDS AT 16" OC ,� o
2-2 X 4 T I PLATE W/ CEMENT FlIBER 61DING OVER `1
"51MPSON5P2 EA, STUD 15" FELT OVER MIN, 1/2" CDX Cn
PLY D OR 1/16 055 SHEATHING tu
4" GONG. SL.A5 W/ 6 X 6, 10/10 W'WF OR
17I13ERNE5H REIIIIFORCING ON 6 MIL VAPOR — - _ — -CONNECT EA, STUD TO PT 2 X 4
,/�'\,/4i1 LY / SHEATH IN/�'�_ BARRIER ON CI�IUD-TI RRAN AN TERNIT FILL, _
[�//1°��J[A�p1°T TR�A7ED FOR UR-7ERRANEAN 7ERf11T1=6 PLATE u1/ "51MP50N" 5P1
- I r
NO 6C,4LE ANCHOR PLATE TO SLAB W/ O
1/2" X 51 A.B. W/ 2" WASHER OR i U U
EXPANSION ANCHORS AT 32" CC MAX
ROOF ASSEMDLY NOTES ( '
- ROOF MATERIAL SHALL BE ARCHITECTURAL SHINGLES FASTENED
WITH (6) I ELECTRO. GALV. ROOFING NAILS m EA. SHINGLE W/
t- �U
FULL SHEATHING PENETRATION
A O
- M015TURE BARRIER SHALL BE 15'" FELT OVER SHEATHING W/ 1..� M. I I1_ .._11111,
.._
�IIIIII�1niiI�111111�
CAPPED ROOFING NAILS 9 12" OC -- �IIIIII 2-"5 RE>:3AR CONTINUOUS
W/ MIN. 3 CLEARANCE
- ROOF AND WAIL SHEATHING 5HALL BE MIN. 1/2 NOMINAL CDX
PLYWOOD OR 7/16" 055 W 8d RING SHANK NAILS 104" OG EDGES
AND FIRST 4'-O" OF ROOF 5HEATHING FROM ALL EDGE5 AND
6" OG SHEATHING INTERIOR ON
GAv""NAGE"" WALL ION FR
SCALE: 1/2" - 1'-0"
---