HomeMy WebLinkAbout807 E 8 StApplication No: /4-
JUL
4
JobAddress: R O e,, E 87t rs
Parcel ID:
JUL 2 412014 CITY OF SANFORD
BUILDING & FIRE PREVENTION
_= PERMIT APPLICATION
Documented Construction Value: $ e260
Historic Dist . : Yes ❑ NoA
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Description of Work: I' i1,�1T PCC 4/x.14 RP' k ullo
Plan Review Contact Person: Al -G ,.b b CW -5 Title:
Phone: y62_7 -_25-7S a317 Fax: 3a !- 5Z E-mail: _rRAKG 0401,r��vU�rs ►T��S _,
Property Owner Information
Y��,�1•Gr�
Name Phone: -/'0-7-37vr- a 3 l
Street: 9Qq $ ��2P Resident of property?
City, State Zip:
Contractor Information
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Name �70YVK COX -50 /J Phone: -0,S,3q
Street:—/ y 2 1 AKP_ W i t' iMi e, )D Fax: 99' YYd,5
City, State Zip: 5"etAc .. )l 3 a,7 3 State License No.: & 0 � 0 (0 : 17 3
Architect/Engineer Information
Name: -el e, Phone:
Street: C)a Fax:
�3a d `
City, St, Zip: � I�,E��J�� ��. � '1 � E-mail: �eu� ,�,ea�r�ec�.?�c��
Bonding Company:
Address:
Mortgage Lender: (7�
Address:
PERMIT INFORMATION
Building Permit ❑
Square Footage: Construction Type: No. of Stories: _
No. of Dwelling Units: Flood Zone:
Electrical ❑ Plumbing ❑ "
New Service - No. of AMPS:
Mechanical ❑ (Duct layout required for new systems)
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
U5:0 C)
A PERMIT ISSUE
LICENSE TO PRO
AUTHORITY TO
ASIDE ANY OF TF
CODES, NOR SHA
THE BUILDIN
REQUIRING A Ct
RECORD COPY
CENTER LINE EAST 8TH STREET
REVIEWED FOR CODE COMPLIANCE SHORE UP EXISTING PORCH
ROOF WHILE CONSTRUCTING
NEW MONOLITHIC SLAB
PLAN EXAMINER
DATE-T—
CURB
EXISTING
"XISTING FRAMCURS CUT
RESIDENCE WITH
NEW 4x4 P.T. POSTS CRAWL SPACE
WITH SIMPSON
SIDEWALK ANCHORS CONCRETE
STEPS: EXISTING FLOOR
PATCH 4 REPAIR 7"x12"x36" LEVEL APPROX.
CONCRETE WALK AS SECONDARY 21" ABOVE GRADE
w REQUIRED POUR
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BUILDING DIVISION S8q°52'21"E 58.5' .I :•"
SHALL BE CONSTRUED TO BEA _ _ _ _ III=I� — — —_—_—
�EED WITH THE WORK AND NOT AS W _ , _ �,
IIOLATE, CANCEL, ALTER OR SET 2 —III—III—I I IE -111M] I El I I I El I I—I I I—I I I I—I I I=I IJ—I 11=1 11 L�-11—
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PROVISIONS OF THE TECHNICAL _ W hI�hI�I=ISI„�III�I�I„�I�I_,�I�h,ISI„�I�I„�I�I�L�I�I„�I�I�I�I_,�I�i
L ISSUANCE OF A PERMIT PREVENT 0
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OFFICIAL FROM THEREAFTER
RRECTION OF ERRORS IN PLANS, IL
J OR VIOLATIONS OF THIS CODE �9 tu
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CH SLAB WITH I I 0O 01 Al SCALE : 4” = 1'-0"
ER FOUNDATIONS; I IL FCH REPLACES THE L ------—= US FRAMECTION PORCH WHICH
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COLUMN WITH
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POST BASE WTIH
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ALIGN POST BASE
WITH EXISTING I
PORCH ROOF BEAM I
ABOVE I
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SITE PLAN
SCALE: 8" = 1'-0"
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58.5'
DESCRIPTION
LOT 6 BLOCK 10, TOWN OF SANFORD ACCORDING
TO THE PLAT THEREOF AS RECORDED IN PLAT
BOOK 1, PAGE 56 OF THE PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA
INFORMATION SHOWN ON THIS SHEET IS BASED ON
A SURVEY DATED DECEMBER 28, 2012 PREPARED
BY HARTLEY SURVEYING, INC. ALTAMONTE
SPRINGS FLORIDA
Al J \ Al
EXISTING OAK TREE; CUT
BACK ROOT SYSTEM AS
REQUIRED
PORCH SLAB WITH
CONCRETE MONOLITHIC
EDGE; SEE DETAIL
FRONT PORCH PLAN___A \ND�
SCALE: 4" = 1'-0"
EXISTING STRUCTURE
FRAMING CRITERIA ® v�
v
201-211
CONNECT POST TO
EXISTING WOOD BEAM
WITH S I MPSON BC4
POST CAP
CONNECT POST TO
NEW MONOLITHIC
SLAB WITH SIMPSON
ABU44 POST BASE
3"
7"x12"x36" CONCRETE
52° 5'
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4'-10,122°11, 5'-3"
11 4'-411
ULTIMATE DESIGN WIND SPEED (Vult) - 3 SECOND GUST : 13q MPH [FIG. R301.2(4)3
NOMINAL DESIGN WIND SPEED (Vasd) : 108 MPH [WIND SPEED CONVERSION TABLE R301.2.1.33
=1v
W
ENCLOSURE CLASSIFICATION: ENCLOSED STRUCTURE
EXPOSURE CATEGORY: B (FBC 2010 SECTION 160q.4.3)
a) co c
RISK CATEGORY: II (FBC 2010 TABLE 1604.5)
00
BUILDING MEAN HEIGHT IS LESS THAN 30 FT
ROOF SLOPE: 14 deg - 3 IN 12 PITCH
O COD O
a Y
ROOF COMPONENT 4 CLADDING LOADS -TABLE R301.2(2) (WORST CASE FOR
ALL ZONES)
POSITIVE: +20.3 psf NEGATIVE: (-83.1 psf)
WALL COMPONENT 4 CLADDING LOADS -TABLE R301.2(2) (WORST CASE FOR
ALL ZONES)
POSITIVE: +35.3 psf NEGATIVE: (-47.2 psf)
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INTERNAL PRESSURE COEFFICIENT PER FBC 2010, TABLE 160q.6.2(2)
....
WINDWARD WALL: POSITIVE +0.43 NEGATIVE (-0.73)
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SIDE WALL: POSITIVE (-0.66) NEGATIVE (-0.35)
REINFORCEMENT
-77
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VAPOR
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..44
EXISTING ONE STORY
I
I
FRAME
RESIDENCE
\ 41 f
I
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EXISTING OAK TREE; CUT
BACK ROOT SYSTEM AS
REQUIRED
PORCH SLAB WITH
CONCRETE MONOLITHIC
EDGE; SEE DETAIL
FRONT PORCH PLAN___A \ND�
SCALE: 4" = 1'-0"
EXISTING STRUCTURE
FRAMING CRITERIA ® v�
v
1 NEW CONSTRUCTION HAS BEEN DESIGNED IN ACCORDANCE
CONNECT POST TO
EXISTING WOOD BEAM
WITH S I MPSON BC4
POST CAP
CONNECT POST TO
NEW MONOLITHIC
SLAB WITH SIMPSON
ABU44 POST BASE
WITH FLORIDA BUILDING CODE -RESIDENTIAL 2010
7"x12"x36" CONCRETE
CHAPTER 3 "BUILDING PLANNING", SECTION R301 "DESIGN CRITERIA"
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2 WIND DESIGN CRITERIA:
WITH
ULTIMATE DESIGN WIND SPEED (Vult) - 3 SECOND GUST : 13q MPH [FIG. R301.2(4)3
NOMINAL DESIGN WIND SPEED (Vasd) : 108 MPH [WIND SPEED CONVERSION TABLE R301.2.1.33
PROJECT DOES NOT LIE IN WIND BORNE DEBRIS REGION [FIG. R301.2(4)7
W
ENCLOSURE CLASSIFICATION: ENCLOSED STRUCTURE
EXPOSURE CATEGORY: B (FBC 2010 SECTION 160q.4.3)
a) co c
RISK CATEGORY: II (FBC 2010 TABLE 1604.5)
00
BUILDING MEAN HEIGHT IS LESS THAN 30 FT
ROOF SLOPE: 14 deg - 3 IN 12 PITCH
O COD O
a Y
ROOF COMPONENT 4 CLADDING LOADS -TABLE R301.2(2) (WORST CASE FOR
ALL ZONES)
POSITIVE: +20.3 psf NEGATIVE: (-83.1 psf)
WALL COMPONENT 4 CLADDING LOADS -TABLE R301.2(2) (WORST CASE FOR
ALL ZONES)
POSITIVE: +35.3 psf NEGATIVE: (-47.2 psf)
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INTERNAL PRESSURE COEFFICIENT PER FBC 2010, TABLE 160q.6.2(2)
WINDWARD WALL: POSITIVE +0.43 NEGATIVE (-0.73)
LEEWARD WALL: POSITIVE (-0.51) NEGATIVE (-0.21)
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SIDE WALL: POSITIVE (-0.66) NEGATIVE (-0.35)
FOUNDATION DETAIL
SCALE: 1 " = 1'-0"
FRAMING CRITERIA LISTED ABOVE ARE AS PRESCRIBED BY FLORIDA
BUILDING CODE 2010 FOR NEW CONSTRUCTION AND ARE NOT NECESSARILY
APPLICABLE TO THE EXISTING RESIDENCE, CONSTRUCTED IN THE PAST. THE
SCOPE OF WORK FOR WHICH PERMITTING IS BEING SOUGHT CONSISTS ONLY
OF A POURED CONCRETE FRONT PORCH TO SUPPORT THE EXISTING PORCH
ROOF, AS DETAILED AND DOCUMENTED ON THIS SHEET,
ABU44 POST BASE
BC4 POST CAP
INSTALL SIMPSON CONNECTORS IN
ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS USING RECOMMENDED
FASTENERS
SOIL TREATMENT: PROVIDE "PREMISE 75" OR EQUAL INSECTICIDE IN
WATER SOLUBLE PACKETS. APPLICATION BY INDIVIDUALS OR FIRMS
LICENSED BY THE STATE OF FLORIDA TO APPLY TERMITICIDE
PRODUCTS. APPLY TREATMENT UNDER SLAB AND WITHIN MASONRY
VOIDS WHERE MASONRY RESTS ON CONCRETE FOOTINGS DURING
CONSTRUCTION. APPLY A FINAL TREATMENT FIVE FEET AROUND
PERIMETER OF BUILDING AFTER CONSTRUCTION. FOLLOW REQUIREMENTS
OF FLORIDA BUILDING CODE -RESIDENTIAL, SECTION R318
FLOOR SLAB: 4 INCH THICK CONCRETE WITH 6x6 W 1.4x K1.4 WELDED
WIRE MESH OR FIBERMESH REINFORCING (CONTRACTOR'S OPTION) OVER
6 MIL VAPOR BARRIER AND CLEAN FILL, COMPACTED IN 12 INCH LIFTS
CONCRETE FOOTINGS: 3,000 PSI MIN.
REINFORCING STEEL: ASTM A615, GRADE 60, DEFORMED
PORTLAND CEMENT: ASTM C 150, TYPE 1
NORMAL WEIGHT AGGREGATE: ASTM C55
WATER: POTABLE
SHORE UP AND SUPPORTr
EXISTING PORCH ROOF
NEW 4A :OSTS
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CONNECT POST TO
EXISTING WOOD BEAM
WITH S I MPSON BC4
POST CAP
CONNECT POST TO
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SLAB WITH SIMPSON
ABU44 POST BASE
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SCALE: 1 " = 1'-0"
FRAMING CRITERIA LISTED ABOVE ARE AS PRESCRIBED BY FLORIDA
BUILDING CODE 2010 FOR NEW CONSTRUCTION AND ARE NOT NECESSARILY
APPLICABLE TO THE EXISTING RESIDENCE, CONSTRUCTED IN THE PAST. THE
SCOPE OF WORK FOR WHICH PERMITTING IS BEING SOUGHT CONSISTS ONLY
OF A POURED CONCRETE FRONT PORCH TO SUPPORT THE EXISTING PORCH
ROOF, AS DETAILED AND DOCUMENTED ON THIS SHEET,
ABU44 POST BASE
BC4 POST CAP
INSTALL SIMPSON CONNECTORS IN
ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS USING RECOMMENDED
FASTENERS
SOIL TREATMENT: PROVIDE "PREMISE 75" OR EQUAL INSECTICIDE IN
WATER SOLUBLE PACKETS. APPLICATION BY INDIVIDUALS OR FIRMS
LICENSED BY THE STATE OF FLORIDA TO APPLY TERMITICIDE
PRODUCTS. APPLY TREATMENT UNDER SLAB AND WITHIN MASONRY
VOIDS WHERE MASONRY RESTS ON CONCRETE FOOTINGS DURING
CONSTRUCTION. APPLY A FINAL TREATMENT FIVE FEET AROUND
PERIMETER OF BUILDING AFTER CONSTRUCTION. FOLLOW REQUIREMENTS
OF FLORIDA BUILDING CODE -RESIDENTIAL, SECTION R318
FLOOR SLAB: 4 INCH THICK CONCRETE WITH 6x6 W 1.4x K1.4 WELDED
WIRE MESH OR FIBERMESH REINFORCING (CONTRACTOR'S OPTION) OVER
6 MIL VAPOR BARRIER AND CLEAN FILL, COMPACTED IN 12 INCH LIFTS
CONCRETE FOOTINGS: 3,000 PSI MIN.
REINFORCING STEEL: ASTM A615, GRADE 60, DEFORMED
PORTLAND CEMENT: ASTM C 150, TYPE 1
NORMAL WEIGHT AGGREGATE: ASTM C55
WATER: POTABLE
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