115 Meadow Blvd 01-1132 Screen Porch(A UVOFSANFOKOPE:KNUTAITLICA ION f•iL—.GL.Ivi�L.i'
at it rl
Oate: I �I (�
- i v 2007
Address:------�_.�_!�'`.�-`-1�'F�ii�_— �.Y?�_• �.iJN�!G? !1,(_`,-1r___.�_�Z.-� �.1.__._..._ ___ ._...
cription of Work: r C C��i� QC7 C C �r---- - (o(al S< uarc Fol' �
,I I rtagr._�_� C�
tocic Dis(vic(: _tAC) - -- Zoning. — t -- Value of Work:.Y._ rJ-0.U.___..
alit type: L3uilding, Elcdrical _—_ Mec(ianical _ —"- fluutb/inp, Firr Spruikfec/Alarm Pool
etuical: New Service - II o(ANt('S AdditiorJAI(ecation •✓ Clim(ge of service — _. Tc(Qj)0t ur PUIC _ —
chaitical: Residential Non-Resirtcmial Replacement New (Duct Layout & Energy (:ale. Rcrlui('ed)
ntbing/ New Contmefcial: It of Fixtures --_— It of Water & Scsvcr Lines d of Gas l.iucs
mbing/New Residential: If of \'VasCf Closer~ �__ I'lumbing Repair -- Residential or Cm ercial
upaacy "Type: Rest ential ,// Coauncccial lodustcial
nstructiolt Type: (f of Stories: Of Dwelling Units: Flood Zoue: (FCAIA fount required)
�.I�CfS. :ttl t; 1•tSS:�9t=7_.-4-...��.i%a..—__p_\.
tractor nle & Address:
dint; Compauy: •— --
ress:
(gage E.tuder: -- --
rcSS:
titcct/F"aginccr:
(hone:
M�/r /rUllfStatc U ense Number:-N kt:tl'[PGrson:,f(._..��T"(ZI`�T.L PkU11G: 00-1 I k�-v
Pllonc.
FAX.
icatioa is Ilcfcby made to ubtaia a permit to do (tic work and installalious.as indicarcd. t certify that no stork or instillation has commcnccd prim to the
ace of a peratil aad that all work will be performed to nice( standards of all laws regutating coasttuction in this jurisdiction. I uodccslaad dial a separate
it most be sccuted foc F"LECTRICAL WORK, PI,UMBfNG, mNs, WLLLS, POOLS, FURNACES, BOILERS. HEAITURS. TANKS, arld
COND(TIONCkS, etc.
WR'S AFFIDAVIT: I certify that all oftire foregoing inforttratiou is accurate and atat all work will be done in compliance with all applicable laws reptatitig
ructiot and zoning, WARNING TO OWNER: YOUR FAILURE. TO RECORD A NOTICE- OF COMMENCEMENT MAY RESULT IN YOUR PAYING
E FOR (WROVEMENTS TO YOUK PROPERTY- IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR (.ENDER OR AN
:)RNEY BEFORE RECRUfNG YOUR NOT(CE OF COMMENCE--MINT.
ICE: In addition to the requircrtteats of this permit, there tray be additional restrictions applicable to this properly lint
ounty, and Uicre may be additional pecutits requited ho ti otticr goverau curtal entities such as water r ata�;aual rlistr
ptaacc of pcituit is verification that I will notify tic owner of Ulc propctty of tic icquicerr o fo ida L1 aw,
Y#tOf- Date SignatC of
Print Owacr/Agcat's Nauic:
Signature of Notay-State of Florida
OwaerlAgcat is _ eevsmMalty /K.,.wjj to Me or
-_-. Produced (D — --
1 ;OVAI S: ZONING: G�/�G, /I/�-(�UIII.:
A Conditiott_s:
�rzcx)s
Pciut
Date
4 TRlBHA MARSHALL
plabIji State Gf Florida
Commission+xt W63633
My comm. exe.oresatiac[or/Mar. 04, 2007
A� cnt
"p6"".•��_— Proms duced I0
are public records of
s, or federal agcacics.
I�/t�7
l .....
Date t o �0")
Pcr.:oiially K-110wa to Mc r I /�
LNG: Bt.DG:
LEGAL I TION:
LOT 8, MAYFAIR MEADOW$, ACCORDING TO THE PLAT THEREOF,
Aa RECORDW IN PLAT 1300K 4, PAGEB 31 THROUGH 33,
OF THE PUBLIC RECORQB OF SEMINOLE COUNTY, FLORIDA.
A = 36.63'
115 MEADOW BLYD.
I
-
Structural plan review is limited to a 1
general survey for code compliance. No
review is implied nor was taken to
verify structural adequacy
Code violations found during inspection
are required to be corrected.
Plan/permit issuance does not grant
approval of a code violation. 2004
FBC109.1
r
o�13 y
MICHAEL A. BAKER, SR., FL. LIC, #AR0011782
REGISTERED ARCHITECT
P.O. BOX 150839
ALTAMONTE SPRINGS, FL.32715
(407P32-7030
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FOUNDATION PLAN
SCALE: 1/4" -l'-O"
GENERAL FOUNDATION NOTES
1, CONCRETE FOOTINGS SHALL HAVE A COMPREHEN561YE STRENGTH OF NOT LE55 THAN 2,500 P,S,I, 28
DAYS,
2, ALL 4" CONCRETE SLA135 SHALL HAVE A COMPREHENSIVE STRENGTH OF NOT LE55 THAN 2,500 P,516 28
DAYS. 5LA55 SHALL BE REINFORCED WITH 6"x6" 10/10 W.W,M, ON 6 MIL, VAPOR BARRIER OVER CLEAN
COMPACTED TERMITE TREATED FILL, (FIBERMESH OPTIONAL)
3. REINFORCE FOOTINGS WITH +5 BARS AS INDICATED. ALL BARS SHALL BE DEFORMED, SHALL CONFORM TO
ASTM SERIAL DESIGNATION A305 BE CLEAN AND FREE OF RUST # SCALE. SPLICES SHALL OVERLAP 25" MIN.
4, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIXTURE LOCATIONS ON SITE BEFORE POURING OF
CONCRETE SLAB.
STRUCTURAL NOTES:
IMPORTACE/U5E FACTOR 'I, WIND EXPOSURE B BUILDING CATEGORY II, 501L BRG OF 1,800 P5F BLD'G
HGT LE65 THAN 60 FT. INTERNAL PRESSURE COEF..18 ROOF DEAD LOAD =10 P5F, ROOF LIVE LOAD
20 P5F NO SHEAR WALLS, MAX PRE55URE FOR COMP. AND CLADDING 25,9 P5F 4 -34,1 P5F, THIS
6TRU5TURE HAS BEEN DESIGNED TO MEET OR EXCEED THE MINIMUM REQUIERIMENTS FOR THE FLORIDA
2004 RESIDENTIAL BUILDING CODE FOR A 120 MPH WIND ZONE,
6"x6" P.T. P05T (TYP,)
SEE WALL 5ECTION5
FOR DETAILS
(2) LAYERS OF W,W.M,
3' FROM EDGE (TYPJ -1
4" CONC, SLAB
6x6 10/10 W.W.M.
AND 6 MIL. YAPOR
BARRIER
CLEAN COMPACTED FILL
0 S5% STANDARD DENSITY
AND TERMITE TREATED
CONNECT P05T TO ABU66Z W/ 12-16d NAILS
CONNECT "SIMPSON" ABY66Z TO FOOTER
W/ TITEN HD MODEL 5/8 x6" EMBEDED IN CONC, 5-3/4"
(MODEL WA62(oOOMG) GALVANIZED BOLT
DRILL BIT DIA, 5/8"
09
MONOLITHIC FOUNDATION
W/ (2) #5 DIA, RODS CONT,
ON CHAIRS
4
CORNER
REBAR
FLOOR PLAN t ELECTRICAL
SCALE: I/4•.l'.p"
NOTES:
1. INSTALL WINDOWS AND DOORS AS PER MANUR SPECS. PER FLORIDA
2004 RESIDENTIAL BUILDING CODE.
2, WINDOWS AND DOORS TO HAVE A DES, PRESS. LESS THAN
+25.W/-34,10,
ELECTRICAL 5YM50L5
LIGHT
SINGLE SWITCH
(�r=
DUPLEX OUTLET
€ WIP
WATER PROOF DUPLEX OULET
O$ n
SMOKE DETECTOR
CEILING FAN
24"
SEE PLAN
CONTINUOUS REBAR
2-05'6 REBAR ,@1 STORY
NEW EXTERIOR FRAME WALLS
EXISTING EXTERIOR BLOCK WALLS
EXISTING INTERIOR FRAME WALLS
EXISTING WALLS TO BE REMOVED
AREA ANALYSIS
New Porch
1355
Total
355
6"x6" P,T, POST (TYPJ WRAP W/ CEDAR
CONNECT POST TO BEAM W/ 2 SIMP. L5TA 18
CONNECT P05T TO ABUfo6Z W/ 12-16d NAILS
CONNECT "51MP50N" A8 667 TO FOOTER
W/ TITEN HD MODEL 5/8'x6' EMBEDED IN CONC, 5-3/4"
(MODEL WA62600MG) GALVANIZED BOLT
DRILL BIT DIA, 5/8
BEARING s 8'-0" A,F,F, J�
WIN, HGT, 6 64" A.F.F.
FINISH FLOOR
&M TO EXISTING FRAME
IC412 (CONCEAL.LED FLANGES)
BEARING 0 8'-0" A,F,F,
WIN, HGT, 0 64" A,F,F,
6"x6" P,T. POST BEYOND
K1(O" C.M.0
:ELLS SOLID
/IDE (1) 15 REBAR
)RNER5 AND 8'-0" O.C,
NT FINISH
)ETAIL A FOR
ING DET IL
6"x6" I
WRAP
FINISH FLOOR
REAR ELEVATION
LEFT SIDS ELEVATION
PROVIDE RIDGE OR OFF RIDGE VENTING
RIGHT SIDS ELEVATION
SCALE: 1/4"=1'-0"
SCALE: 1/4"=11-0"
BEARING® 8'-0" A.F.F.
WIN, HGT, -0 64" A,F,F,
6"x(6" P,T, POST
WRAP W/ CEDAR
SCALE: 1/4"=1'-0"
LANS REVIEWED
CITY OF SANFORD
- FACE OF FOOTING
EXTERIOR FRAME WALL FTC (ONE STORE) 32" HIGH BLOCK KNEEWALL DETAIL
A °� t'-v" CORNER �00�1 NCB I)ETAIL � MICHAELA.BAKER,SR., FL.LIC.#ARoo11782
SCALE: 3{4
SCALE: 3/4"_ 1'-0" REGISTERED
EGI T EDARCHITECT
039
SCALE: 3/4" : 1'-0 ALTAMONTE SPRINGS, FL. 32715
(407p32-7030
REV 15IONS
12-28-06
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SHEET
A-1
Design #
ARCHITECTURAL SHINGLES ON
15 lb, ROOFING FELT OYER
STRUCT, SHEATHING (SEE PLAN),
HURRICANE CLIP
SEE TRU56 LAYOUT
2x 5UB FA5CIA
GALY, MTL,
DRIP
FASCIA
ALUMINUM
SOFFIT
ALUM, PENT
0'4' FIN, FLR,
FINAL. GRAM _
ROOF PITCH PER
ELEVATIONS AND
ROOF PLAN 12
r1 F7,
INSULATION
L 5/811 GYP, BD, OR
In" CEILING BD, SAG RESISTANT
2251MP5ON" LSTA 18
2-24 SYP W/
1/2" 0513 FLITCH
PLATE
6"X(o" P.T. P06T
WRAP W/ CEDAR
CONNECT POST TO ABY,66Z W/
12-16d NAIL6 CONNECT 5IMP5ON"
A151,166Z TO FOTER W/ TITEN HD
MOD&L 5/6"x6" EMDEDED IN CONC.
5-3/4 (MODEL WA626OOMG)
GALVANIZED BOLT. DRILL BIT DIA, 5IS"
SEE FOOTING DETAIL
ONE TO TYP,"FRAME WALL SECTION
SCALE: 3/4".-l'-O"
FM TO PLAN5 FOR
2x4 BLOCKS (2)16d NAIL$ 0 EA, EXACT 61ZE C O,H..
END, BLOC' ADJACENT BAYS tv EA, I `O
DIAGONAL AS SHOWN. FASTEN ROOF PROVIDE Sd NAILS
6H THING TO BLOCKS w/Sd NAILS lo 411 O,C, TO GABLE TRU56
CONT, 2X6
,IV v
I
246 9 24" O,C,
(5)16d NAILS
BRACE TO
BLOCKING -
PROVIDE 2C4
FA. ApJ, plAi
TO DIAGONAI.
FA6 EN
1(od
GABLE BRACING 6 48"
04, MAX, 45 FROM
HORIZONTAL (+/-10)
BRACE NOT REQUIRED 6'
PROM EAYE6.
2x4 CONT. W/ 10d NAIL$ lw 4" O.G.
TO BEAM - -
FRAME WALL
i GABLE WEB BRACING
PER TRUE$ MANUF,
7/16" 058.5HEATHING
NAILING-
PERIMETER- 116" O,C,
INTERIOR-12 O,C,
UNLESS NOTED OTHERWISE
LATH 4 STUCCO
I
SPLICE A5 REM),
I
I
(2) 61MP6ON A23 IV
EACH BRACE TO PLATE
I
I
I
. — SIMPSON L6TAI2 6 48" O,C,
NT5
6HINGLES
COMPATABLE NAILS UNDERLAYMENT
AT MIN 12"
NON -CORROSIVE DRIP \I Vl�� ^� ROOF 6HEATHING
EDGE W/ MIN 2 LAP
t JOINTS
Ix2 PT WD
BLOCKING
91I.A"
AG
A
A
®
5:12
5:124kA
u
A
A
A
A
5:12
EXISTING ROOF
A
5:12
EXISTING ROOF
HOLD DOWN ANALY616
U` LI T
UNLE66 NOTED OTHERWISE:
1) ALL CONNECTORS 4 FASTENERS TO BE SIMPSON,
2) WOOD CONNECTIONS:
-- T612 W114-10dxl-1/2 EA.
1000# (133)
ROOF EDGE —
TOP CHORD BLOCKING s 4'-OI' O,C, MAX.
IN FIRST 3 FRAMING SPACES a EA, END -
ROOF SHEATHING
_
9
�
4
BUILDING LENGTH
lop
ROOF 6HEATHING LAYOUT
AND DIAPHRAGM BLOCKING
FOR GABLE END FRAMING ONLY
51�11 ROOF EDGE
0
T RIDGE CD T
C) CD Vim 0) y�
ZONE I EDGES 10 TRUSSES 6" O.C. AND INTERMEDIATE TRU55E6 12" O.C.
10-lqn EDGES 6 TRU66E6 6" O,C, AND INTERMEDIATE TRU55E$ 6" O,C,
ZONE 3 EDGES 0 TRUSSES 6" O,C, AND INTERMEDIATE TRUSSES 6" O,C,
T }GOOF; ATT,4CF-MENT PLAN
SHEATHING SHAI.!_ 5E PABTENED WITH MIN, w8 GUN NAIL a
ROOF NAILING DETAIL5
NT5
ASPHALTIC FIBERGLASS 6HINGUE6
SECURE w/ GALY OR 6,$, YIL6,12 ca�a $HANK w/ MIN 3/6" DIA HEAD
LENGTH TO PENETRATE 3/4 FOR 314 " SHEATHING OR GREATER
OR PENETRATE THRU SHEATHING AT LE66 THICK SHEATHING
?\�
NX
0 is C pr\
CONTINUOUS TOP LATER OF UNDERLAYMENT
LAP SHINGLE FASHION MIN, OP 2 AND
FASTEN AS REQUIRED TO STAY IN PLACE
---- SEE WALL SECTIONS
DRIP EDGE
6HINGLE/UNDERLAYMENT DETAIL
6CALE : 3" -1'-0`
STRUCTURAL NOTES
I,) THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE
2004 RESIDENTIAL BUIDING CODE,
WIND 6PEED-40 MPH ENCLOSED BUILDING
IMPORTANCE/115E FAC`l'OR 01 , VELOCITY PRE56URE m22,5 P6F
BLQ"G HGT LE65 THEN 60 FT GUST YELOCITY OF 33,15 P6F ,
NO n NEAR DWALL$D , 1 THE P6F
ROOF
BE (3132 P6F 4 ()A53 P6F
2.) WINDOWS DOORS AND GARAGE DOORS TO BE, DESIGNED TO MEET
THE FLOI IDA 2ON RESIDENTIAL BUILDING CODE,
3.) ALL FLOOR 5LAB5 TO BE OF 2,500 PSI CONCRETE PLANT MIX MIN, 411
THICK WITH FIBER-ME6H REINPORCEMENT ON (o MIL, POLY, YAPOR-
BARRIER OYER TERMITE TREATED COMPACTED CLEAN FILL,
4,) FIBER -MESH REINFORCEMENT - FIBERS SHALL BE 3/4" TO 1/211
COLLATED POLYPROPYLENE FIBERS REQUIRED DOSAGE RATE
SHALL BE AS SPECIFIED BY THE MANUFACTURER, FIBERS SHALL BE
U6ED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S R�COM-
MENDATIONS AND WITHIN THE TIME SPECIFIED IN A5TM CN TYPE
III 4,13 AND WITH APPLICABLE BUILDING CODES, CERTIFICATION OF
COMPLIANCE SHALL BE MADE AYAILABLE ON REQUEST, STANDARD
ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING $HALL
BE FOLLOWED WHEN USING FIBER -MESH CONCRETE,
5.) CONCRETE MASONRY UNITS SHALL MEET "A6TM CW "
II MORTOR TO BE TYPE IIMI`OR I'$" GROUT TO BE 2,500 PSI tv 28 DAYS,
1) MA60NRY CLEANOUTS REQUIRED o GROUT GREATER THAN FIVE (5)
FEET IN HEIGHT,
8,) REBAR TO BE # 5'6 GRADE 40, WITH MIN. LAP OF 25", USE 1" BARS
Q CORNERS AND STANDARD HOOKS a CHANGE IN DIRECTION,
V GYP, BD. OILING SHALL BE NAILED 10 II' O,C, WITH 5d NAILS,
GYP. BD. (WALL$ SHALL BE NAILED 9 8" O.C. WITH 5d NAIL$
IOd UPLIFT CONNECTOR'S TO PROVIDE CONTINUITY FROM ROOF TRUa$E6
THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAIL$,
10 EPDXY ANCHOR ALTERNATIYE:
THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS
FOR USE A$ PLATE ANCHORS OR HURRICANE ANCHORS,
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR SIZE CONC. H DBE SIZE MIN, HOL& DEPTH
5/811 '�/ " �N
II II
7I8" 1-1/8" III
AFTER HOLE IS DRILLED, ALL CONCRETE DUST MUST BE REMOVED
PRIOR TO EPDXY INSTALLATION, THREADED ROD TO BE MIN. A*
6TEEL AND FREE OF DIRT OR GREASE. LOAD ON ROD CANNOT BE
APPLIED UNTIL 12 HOURS AFTER INSTALLATION, 2 COMPONENT
EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS,
WOOD STRUCTURAL. NOTES
I,) ALL WOOD TO BE SPECIES, GROUP, AND GRADE A5 NOTED BELOW,
DAMAGED WOOD NOT TO BE USED,
2,) ALL 5TRUCTURAL LUMBER SHALL BE SPF (6PRUCE-PINE-FIR) #2 OR
BETTER UNLESS OTHERWISE NOTED. (PRE-ENG. TRUSSES EXCLUDED)
3.) STUDS TO BE LOCATED WITHIN 5" OF ROOF TRU55 LOCATIONS,
4.) END JOLT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFF6gT AT
LEAST 4 , 6TRUCTURAL DOUBLE PLATES TO BE NAILED 6 6 O,C,
5.) P�YWOOD OR 0615. WALL SHEATHING NAIL PATTERN TO BE 10d o
(I O,C, UNLESS OTHERWISE NOTED,
6,) NUMBER OF HEADER STUDS AND ADJACENT PULL LENGTH $TUD5
PER WALL AND HEADER STUD REQUIREMENT SCHEDULE,
1) MAX, I" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS,
8,) DBL, 6TUD5 9 EA, END OF 6HEAR WALL,
9.) WHEN ANCHORING MULTIPLE WOOD ITEMS TOGETHER, THE LENGTH OF
HURRICANE STRAP MUST BE CENTERED,
10,) NAIL PATTERN -DOUBLE PLATE 12" O,C, OUTSIDE SPLICE ZONE
( SEE NOTE 4 )
-DOUBLE 5TUD5 0 12" O,C,
-DOPLE OR TRIPPLE HEADER f (o` O,C, a EDGE
6 12' O.C. INTERMEDIATE,
HEADER TO STUD 164 O,C,EA, HEADER MEMBER,
-STUD TO TOP OR BOTTOM PLATE : (2)16d THRU
PLATE OR (2) l6d EA, 61DE TOE -NAILED TO PLATE,
II.) ROOF SHEATHING TO BE MIN, 15/32" PLYWOOD OR 1/16" 0,$,B,
NAILED PER ROOF NAILING PATTERN DETAIL,
12.) FLOOR SHEATHING TO BE MIN, 23/32" PLYWOOD NAILED a 611 O,C, o
EDGE AND 12' O.C. INTERMEDIATE,
13.) ALL FLOOR TRU56E6 TO BE END BLOCKED a BEARING LOCATION5
NAILING SPECIFIED TO BE APPLIED BY NAIL GUN OR MANUALLY.
14.) TRU$S BRACING PER TRU65 MANUFACTURER'S DRAWINGS,
PLANS SEVIEVIVED
rT SANS
MICHAEL A. BAKER, SR., FL. LIC. #AR0011782�
REGISTERED ARCHITECT
P.0.80X 150839
ALTAMONTE SPRINGS, FL. 32715
(407)332.7030
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