137 Krider Rd 11-159 Roof over patioCITY OF SANFORD
BUILDING &FIRE PREVENTION
PERMIT APPLICATION
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Application No: Documented Construction Value:,$ 1.00. 00
Job Address: I M l� n 7 " Historic District: Yes ❑ No ❑
Parcel ID: Zoning:
Description of Work:,�,1E_Z',�Z— _W�R 71_,1_z5-
Plan Review Contact Person: Title:
Phone: Fax: E-mail:
Property Owner Information
Name Nam� %�f ,1� �� Phone: 0 7 Z
Street: ZS 2 PIF -k- _4>4 JP Resident of property?
City, State Zip:i4/�i���
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Contractor Information
Name Phone:
Street: Fax:
City, State Zip: State License No.:
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip:
Bonding Company:
Address:
Building Permit ❑
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Square Footage: Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical ❑ Plumbing ❑
New Service — No. of AMPS: New Construction - No. of Fixtures:
Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads:
ExiSTING TRUSS
1 /2"
2"
6"
tt
3 RECEIVER/FLASHING
4"
a
3" KING SPAN PANELS
1/4X5 LAG SCREWS 24 O.C.
W/1-1/4" FENDER WASHER
11'
EXISTING CONCRETE 111
..', �'.
12'
SIDE ELEVATION
�3" ALUM. POST
.1/4"X3-1/2" BOLTS
5/16X2-1/4
3" INSERT W EARS TAPCONS
. 7. d d
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II II I
II CI Il II II II II II II II II
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I II II II II II it II II II II II II II II II II II II II II II II II II II II II II II I
I I I I I I I I I I I I I I I I I I I I i t I I EXISTING ROOF I I I I I I I I I I I
I II II II II II II II II II II II II II Il I II II II II II II j{ II II II II II II II I
I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I
OWNER
1/4"X5" LAG SCREWS
2'
I 12'
I 12'
I 12'
I 12'
I 12'
I 2'
W/1-1/4" FENDER WASHER
CIO
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♦i C irM .� M .7 }�' ' I ••� ��♦•. 1• 7
TYPICAL 0 EACH TRUSS
SHEET TITLE
COVERED PORCH
DATE 9/28/10
_
REVISIONS
X 8 ROOFING SCRE
3" KING SPAN PANELS
SHEET No. ,--- I
SCALE; AS NOTED
WIND VELOCITY (MPH) 120
IMPORTANCE FACTOR 1
EXPOSURE CATEGORY "C"
INTERNAL PRESSURE
COEFFICIENT .55
FENDER WASHER
BUILDING WIDTH 64 FT.
BUILDING LENGTH
ROOF SLOPE
ENCLOSED
THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH AND MEETS THE REQUIRE-
MENTS OF THE 2007 ADDITION OF THE
FLORIDA RESIDENTIAL BUILDING CODE.
INCLUDING ALL 2009 SUPPLEMENTS
IT IS DESIGNED TO WITHSTAND 120 MPH WIND
LOADS (MINIMUM.)
R-301.2.1.1 DESIGN CRITERIA,
MEETS MINIMUM DESIGN LOADS
FOR BUILDINGS AND OTHER
STRUCTURES (ASCE'-7):02
TYPICAL
ARCHITECT. #9033
3350 RODEO ACRES DR,
ORMOND BCH., FL 32174
SEAL
i
2"X6" ALUM. BEA
2t -3,r
7'
4"X#8 ROOFING SCREW
W[1'" FENDER WASHER
ATT EACH PANEL JOINT
64'
PANEL LAY OUT
2'-3" 3'-6"
��TY�ICAL
I
EXISTING CONCRETE ¢
64'
F=RONT ELEVATION
CONTRACTOR
OWNER
2'
I 12'
I 12'
I 12'
I 12'
I 12'
I 2'
CIO
LT,r �• t ♦ f' .i r • .0• . '. ' Y •r' '. ' . ', '�
♦i C irM .� M .7 }�' ' I ••� ��♦•. 1• 7
EXISTING CONCRETE ¢
64'
F=RONT ELEVATION
CONTRACTOR
OWNER
CIO
CUSTOMER
SHEET TITLE
COVERED PORCH
DATE 9/28/10
_
REVISIONS
SHEET No. ,--- I
SCALE; AS NOTED
WIND VELOCITY (MPH) 120
IMPORTANCE FACTOR 1
EXPOSURE CATEGORY "C"
INTERNAL PRESSURE
COEFFICIENT .55
MEAN ROOF HGT,
BUILDING WIDTH 64 FT.
BUILDING LENGTH
ROOF SLOPE
ENCLOSED
THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH AND MEETS THE REQUIRE-
MENTS OF THE 2007 ADDITION OF THE
FLORIDA RESIDENTIAL BUILDING CODE.
INCLUDING ALL 2009 SUPPLEMENTS
IT IS DESIGNED TO WITHSTAND 120 MPH WIND
LOADS (MINIMUM.)
R-301.2.1.1 DESIGN CRITERIA,
MEETS MINIMUM DESIGN LOADS
FOR BUILDINGS AND OTHER
STRUCTURES (ASCE'-7):02
STANLEY P, HOELLE
ARCHITECT. #9033
3350 RODEO ACRES DR,
ORMOND BCH., FL 32174
SEAL
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