HomeMy WebLinkAbout2300 Mellonville Ave#14-1477- new build garage�MAY 2014
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: q ^ 1 Documented Construction Value: $
Job Address: X30_ M IWnuffie rev(? Y�vt�_ .. historic District: Yes ❑ No
ParcellD:Zoning:
Description of Work: 5v -i l & a zi-:0 \f-D-qCk e k ctc h ec� GlGzrc�c
Plan Review Contact Person: -,�-Gz-Mes c(- L&'-\ Title:
Phone:`fn'1 3�.3 -5S 1 U Fax: z{ (�) - J_3 --�� X71 E-mail:
Property Owner Information
Name Phone:
=F()') - LD- 5"1- D --q -1 b
Street: (Y)e.l (0-oV* 11 e.. R-V2r')CLQ _ Resident of property? : _ o_e-5
City, State ,Lip: 5jQ- YkSo r-& , PL -% 1
Contractor Information
Name 1_u -04Y4,0 -r V --'7b ti I dU n G , C UvLS+r-L.0 Ei ov\ -Tvt C : phone: 40'7 - 3"A3 -S570
Street: )-If) S . ba -k- AV en LLMC . Fax: 14 (,),1 -'3 7z -'7 I
City, State Zip: CLri, FL_ State license No.: 0-(-')C-0-55V0
Architect/Engineer Information
Nance. LQCL'LA',n--Q- C'_or-gory-�'Bv�- Phone:
Street: Fax: 4o -I -3 I, �- �,U"? S
City, St, zip: C)V i ed c) , ';:71_ 3a-� I,t E-mail: bob L-VU`6kQC C 61Y-Aa1 I. LurY�
Bonding Company: rl I Gt. Mortgage Lender:
Address: Address:
PERMIT INFORMATION
Building Permit 0
Square Footage: 15—n Construction Type: W vA. (rrcrs-,r�_ No. of Stories: _.I
No. of Dwelling Units: 1 Flood Zone: n e
Electrical ❑ Plumbing ❑
New Service - No. of AMPS: New Construction - No. of Fixtures:
Mechanical 11 (lluet layout required for new systems) Fire Sprinkler/Alarm ❑ No. of treads:
0
0
t
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LEFT 51DE ELEVATION
Rim IST 5112E ELEVATION
R❑❑E SHEATHING NAILING PATTERN
ZONE (J' USE $d RING SHANK NAIi-S @ 6- LLC,
AT EDGES AND 12' ❑,C. INTERMEDIATE
ZONE :USE 8d RING SHANK NAILS 6" ❑,(,(ALL FiELDS)
ZONE O USE tad RING SHANK NAILS 4" f7,C,CALL FIELDS)
/ALL SHEATHING NAILING PATTERN
USE Fad COMMON NAILS.,, PANEL EDGES 6' O.C.
12" O,C.INTERMEDIATE
1/2" GYPSUM CEILING ; Use 5d Nalls @ %' on cen-ter
SECOND FLOOR NAILING 8d @6" O.C. Edges (glue & nail)
@ 12' ❑.C> Field
T
51-0%\_
o
ROOF NAILING 5CHEDULr-4'-Off
'-0'
FRONT 'ELEVATION
REAR ELEVATION
Connect Ea. Tru6� End To Frame With (1) T51(o
-' - SHINGLES ROOF
15 (b. ROOFING FELT
STRUCT, SHEATHING\
TO BE 1/2 P,T, PLY
SP4 or SP2 CONNECTOR
EA, STUD TO
TOP PLATES \
1x 2x SUB FASCI
04-i1-14
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ALUMINUM
Q
SOFFIT
ALUM, VENT
rd
1x2 BLOCKING
1/2' P,T, PLY STRUCT'L
PLANS EXAMI ER
SHTG, OVER 2x4 STUDS
DATE
AT 16" O.C.
PC' RMIT ISSUED SHALL RE CONS"
NAIL 6" EDGE 12" FIELD
AUTHORITY TO VIOLATE, CANCEL,
PROVIDE TYVEK OVER
DES, NOR SHALL ISSUANCE OF A
SHEATHING
MARDI PLANK, INSTALL PER
MANUF. SPECS,
2x4 16' 0.C,
PRESSURE TREATED
SPI EA, STUD TO
BOTTOM PLATE _
I/2' x 8' J -BLit I -
AT 21" 11.C,
d WITON 12" OF ENDS
0'-0" FIN Fl l
Pre -Engineered T uss
\\ -_2-2x TOP PLATE
HURRICANE CLIP EACHTRUSS
\E TRUSS LAYOUT /
2-2x HEADER
2x P,T, SILL PLA
l
FINAL GRADE - SEE FD' PLAN POR
DETAILS
One Story Tye.
Frame Wait section
$GALE: mt.s.
G-ut Out Additional 30" Or Existing
Driveway
DOUBLE TOP IPLATE
FOUNDADON
SP4 OR BENT OVER LSTA24 DOUBLE TOP PLATE
OR SP2 @ 32' U.C. -- i
B i CRIPPL STUDS
I @ 16 U.C.
SEE HEADER SCHEDULE Cl SYMMETRICAL
A = (2) LSTA24 I
A -1 A
B - SWIFSON $F4 OR FSE.NT OVER
LSTA24 STUD/P-ATE5
_1/2' 0 X 8' A.B. C6' MIN. EMB.) W/2' WASHER
C —2 END OF WALL, & 48' O.C. ?,€LANKINCS
6�
SP4 OR BENT OVER LSTA24
@ EA STUD
-LSTA12 a 32' O.C. MAX.
RFULL LENGTH
WALL STUDS
EA. OPENING, AND TWO 2 CORNERS. (TYP.-U.N.O.) FASTEN STUDS TO ADJACENT ONES
W/ ONE STAGGERED ROW
OF 16d, NAILS R 6' O.C.
NU CU NNI:C T URS REQUIRED
_ IT- __._ Ij_IT_ —11— t— _T I
Ee4 I LCI $� I I 116P4 °I
4xAcH g AUL
M
Ii II II II
MAX. 10'-01
UNLESS OTHERWISE NOTED FOR UP TO 16'-0" SPAN
TYPICAL FRAMING AND CONNECTORS
FOR ❑PENiNGS(WiNDOWS/DOORS)
FOR EXTERIOR OR 1NTERIUR LOAD BEARING WALL
ad At 4" O.C.
--t
2 x 4 At Fa. Gable .__.._ I
/ertical , 4'-0' In
Helght (Nailed W/
12d Nails At a' O.C.
Gavle Ertd Truss-----_ fl -
1/2.
1/2' P.T. Pt",
U> Sheathing -
0
f-
2 x 4' Nailer W/2 4S d
i�aits At t2" OC.
Double 2 x 4' Top
Plate Or Wd Beam
RECORD COPY
t
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FLOOR PLAN
SEE WALL SECTIONS
FOR DETAILS
8" F.H.A. HEAL_DER
" CONC. 5LAE3
ALL oxro 10/10 W.W.M. TO
alp l E r'i HAl�-=' -_ I-
I I) I I�III
-5H
GLEAN
COMPACTED FILL-
n cis%a STANDARD DENSITYAND TERMITE TREATED
2 x 4' Diaconal F'racinc�
At V O.C. W/34id Nails
2x4Lateral
brace At a' O.G. Or Per
Truss F-ing, ineer
\ 2 x 4 f5locking At
Top And 15ottom ttt/3-lid
Na lle At Ea. End
1/2' Drywall Gelling w/5d
Cooler Nails At
�.,- 2' x Blocking{
---2' x Studs FRA IME QQN5TR.[J(_-,T1QN
At 16' O.G.
` 2x4 P_T_ SOLE PL -ATE W1
1/2 "x8" A. 5. W1 2 "xl/a" WASHERS
0jJ/ 6" MIN. EM5EDDMENT)
e 21" O.G. 4 CORNERS, ENDS, 4
__�A.�51IDP OF OPENINGS
SLOPE 1/4"�
-EXF JOINT I`
iT=i`TT Tl- , TYPICAL.
—1 I !� PATIO SL A5 _
I I i illliiil I � �
t
0" x Ido" CONC. FOOTING
I- ,�--,oma I W1 (2) #5 DIA,. '.ODS CONT.
ON CHAIR_
EXTERIOR P ANIF WALE C N TORY) (TYP)
5CA.E: 3/4 1'-0'
GENERAL FOUNDATfON NOES
1. Concrete footin s shall have a compressive strength of
not less than 2,5FO P.S.i. 20 days.
2. All 4' concrete slabs shall have a comprehensive strength
of not less than 2,500 P.5.1. @ 2S days. Slabs shall be
reinforced with i�2"x6u 10/i0 W.W.M. on 6 mil. vapor barrier
over cyan compacted termite treated fill. (1=ibermeEh Optional)
3. Reinforce footings with O5 bars a5 indicated. All 'mars shall
be deformed, shall conform to ASTM serial de5,fgnation A305,
be clean and free of rust 4 Scale. Splices shall overlap 25" Min.
4. Contractor shall verify all dimensions and fixture locations on site
before pouring of concrete 51ab.
STRUCTURAL NOTES
IMPORTANCE/USE FACTOR #ll- WIND EXPOSURE B
BUILDING CATEGORY II, INTERNAL PRESSURE CLEF, .18
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED
THE MINIMUM REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE
(RESIDENTIAL) FOR A 1_39 (VULT) AND 108 (VASD) MPH WIND ZONE
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EVIEWED FORS Ai
COMPLI
PLANS EXAMI ER
-- -3-j�
DATE
AN BU11 GING r
PC' RMIT ISSUED SHALL RE CONS"
CENSE TO PROCEED WITH THE WO
AUTHORITY TO VIOLATE, CANCEL,
SIDE ANY OF THE PROVISIONS OF 1'
DES, NOR SHALL ISSUANCE OF A
THE BUILDING OFFICIAL FROM TI
EOUIRING A CORRECTION OF ERR
CONSTRUCTION OR VIOLATIONS
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