HomeMy WebLinkAbout1411 Mara Ct010 - Pa o 13
Permit #:
y y
Job Address: ` 41 ( i ,1 Pr Qoo
Jt f
Description of Work: A dC' l t o l)
CITY OF SANFORD PERMIT APPLICATION
I
Date: I I IO I we
Historic District: Zoning: `—) V, — I Value of Work: $ Llot)a vrtV 1 ® 2006
Permit Type: Building >/ Electrical Mechanical Plumbing _ Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets _
Occupancy Type: Residential t' Commercial
Construction Type: # of Stories:
Parcel #:
Owners Name & Address.
Contractor Name & Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer
Address:
Replacement New (Duct Layout & Energy Calc. Required)
of Water & Sewer Lines # of Gas Lines
Plumbing Repair — Residential or Commercial
Industrial Total Square Footage:
of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Contact Person:
Attach Proof of Ownership & Legal Description)
3x.-37>-09
Phone: (`4 O 1 )i Z 23 —
State License Number:
Phone:
Fax:
Phone:
Application is hereby made to obtain a permit to do the work and installations as 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 must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of pej64VigvepfjoiWILLhat I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
of Owner/Agent
Agent's Name
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notaay<Stataof Florid • ate Signature of Notary -State of Flonda
DEBBIE BLANTON
LAH COMMISSION # DD 188491
you. n6 iV ,r Ie 5 2007Owner/Agen(i is ''""' rsonally `Known to Me oi"
Produced ID600-s . ar't r ttote.:y iscountassoc.Co.
Contractor/Agent is
Produced ID
APPLICATION APPROVED BY: Bldg: _ Zoni I 27 0tilities:
initial & Date) Initial & [late)
Special Conditions:
Date
Personally Known to Me or
FD:
Initial & Date) (initial & Date)
CITY OF SANFORD BUILDING DIVISION
OWNERBUILDEM AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
I, S (}(y,S W pr on , do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allow d by law on & permitted structure.
a
o (00IILWIla400nlro
G ` erlBuilder Signature 'Date
A CYl S San
Print Owner/Builder Name
o DEBBIE BLANTON
My CoMU A! SION 4t DD 188491
EXPIRES: etruary 25, 2007SignatureofNotary —State o Flon1da ,:_hate
y bE00- NO1:iF'( FL;doteay Discount Assoc. Co.
Owner is Personally Known to Me or has
Produced ID a V
CITY OF SANFORD BUILDING DIVISION
OWNERIBUILDER AFFIDAVIT
ELECTRICAL & FIRE ALARM SYSTEMS
An owner of property making application for permit, supervising; and doing the work in connection with
the construction, maintenance, repair. and alteration of and addition to a single-family or duplex residence
for his or her own use and occupancy and not intended for sale or an owner of property when acting as his
or her own electrical contractor and providing all material supervision himself or herself, when building
or improving a farm outbuilding or a single-family or duplex residence on such property for the
occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial
building with aggregate construction costs of under $25,000 on such property for the occupancy or use of
such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale
or lease. or offering for sale or lease, of more than one such structure by the owner -builder within 1 year
after completion of same is prima facie evidence that the construction was undertaken for purposes of sale
or lease. This subsection does not exempt any person who is employed by such owner and who acts in
the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the
owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an
owner shall personally appear and sign the building permit application.
State lacy requires electrical contracting to be done by licensed electrical contractors. You have applied
for a permit trader an exemption to that law. The exemption allows you, as the owner of your property, to
act as \,our own electrical contractor even though you do not have a license. You may install electrical
wiring for a farm outbuilding ora single-family or duplex residence. You may install electrical 1,viring in a
commercial building the aggregate construction costs of which are under $25.000. The home or building
must be for your own use and occupancy. It may not be built for saleor lease. If you sell or lease more
than one building you have wired yourself within 1 year after the construction is complete, the law will
presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an
unlicensed person as your electrical contractor. Your construction shall be done according to building codes
and zoning regulations. It is your responsibility to make sure that people employed by you have licenses
required by state law and by county or municipal licensing ordinances. I. W
APKOV] do hereby state that I am qualified and capable of performing the requested construction
involved with the permit application filed. I will
assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by
lacy on the permitted structure. Ikulcm 1bU
Ow erBuilder Signature
IDA Print_OwnerBuilder Name
E -,- Signature of
Notary —
State of Florida Date Owner is Personally
Known to Me or has Produced 1D i)
EPNE B)
LANTON
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
AIRCEL UETA,
23
1
AVID JOHNSON, CFA, ABA 9-' :9 U9 .y7 1"
PROPERTY
24
APPRAISER
SEMINOLE COUNTY FL.
131
1101 E. FIRST sT
SANFORD, FL 32771-1468 14- 146 114,5144 1J'j +.4't 141
407-665-7506
MARA CT 1411
2006 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 31-19-31-505-0000-1520 Number of Buildings: 1
Owner: WATSON JAMES M & LATESIA T Depreciated Bldg Value: $112,237
Mailing Address: PO BOX 1242 Depreciated EXFT Value: $3,119
City,State,ZipCode: SANFORD FL 32772 Land Value (Market): $11,000
Property Address: 1411 MARA CT SANFORD 32771 Land Value Ag: $0
Subdivision Name: SAN LANTA 3RD SEC Just/Market Value: $126,356
Tax District: S1-SANFORD Assessed Value (SOH): $86,200
Exemptions: 00-HOMESTEAD Exempt Value: $25,000
Dor: 01-SINGLE FAMILY Taxable Value: $61,200
Tax Estimator
SALES 2005 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $1,604
WARRANTY DEED 02/1997 03199 1231 $58,900 Improved Yes
2005 Tax Bill Amount: $1,171
QUIT CLAIM DEED 09/1987 01890 0292 $100 Improved No Save Our Homes (SOH) Savings: $433
WARRANTY DEED 05/1981 01336 0807 $40,000 Improved Yes 2005 Taxable Value: $58,689
WARRANTY DEED 07/1978 01181 0399 $28,900 Improved Yes DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LEGAL DESCRIPTION
LAND
Land Assess Frontage Depth
Land Unit Land PLATS: Pick...
Method Units Price Value
LEG LOT 152 SAN LANTA 3RD SEC PB 13
LOT 0 0 1.000 11,000.00 $11,000 PG 75
BUILDING INFORMATION
Bid Year Base Gross Living Est. Cost
Bid Type Fixtures Ext Wall Bid Value
Num Bit SF SF SF New
1
SINGLE 1978 6 1,100 2,299 2,103 BRICK+WOOD $112,237 $126,822
FAMILY COMBO
Appendage / Sgft OPEN PORCH FINISHED / 112
Appendage /Sgft BASE/448
Appendage / Sgft BASE SEMI FINISHED / 315
Appendage / Sgft OPEN PORCH FINISHED / 84
Appendage /Sgft BASE /240
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished,Base Semi Finshed
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
ALUM FENCE 1999 1,260 $3,119 $3,780
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
If you recently purchased a homesteaded property our next ear's property tax will be based on Just/Market value.
http://www. scpafl.org/pls/web/re_web.seminole_county_title?parcel=311931505000O 1520... 2/7/2006
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VERTICAL
REIWORCEMENT
SPACING
MAXIMUM SPACING OF #5 BAR IN MUM CELLS
CEIUNG HEIGHT BOND BEAM Q SPAN 0'-20' SPAN >20' TO 30' SPAN >30' TO 40'
8'-0' OR LESS
A 12'-0' 12'-0' 10'-0'
B 12'-0' 12'-0' 12'-0'
A 10'-8' 10'-8' 10'-0'
B 10'-8' 10'-8' 10'-8'
A 8'-8' 8'-8' 8'-8'
B 81-8' 8'-8' 81-81
10'-0'
A 81-0' 8'-0' 8'-0'
B 8'-O" 8'-0' 8'-0'
NOTE:
1. PROVIDE ONE #5 BAR IN GROUTED CELL AT ALL WALL CORNERS AND INTERSECTIONS,
2. PROVIDE 1 15 BAR IN GROUTED CELL AT EACH SIDE OF OPENINGS WIDER THAN 6'-0' ANDATEACHENDOFSHEARWALLSEGMENTS. PROVIDE 2 #5 BARS ON EACH SIDE OF OPENINGSWIDERTHAN12'-0'.
3. PROVIDE ONE #5 BAR IN GROUTED CELL AT ALL LOCATIONS WHERE GIRDERS OR GIRDER TRUSSESBEARONTHEMASONRYWALL.
a. REDISTRIBUTE VERTICAL REINFORCEMENT ABOVE OPENINGS TO EACH SIDE OF OPENING.
PROVIDE %t OF THE REINFORCEMENT INTERRUPTED BY THE OPENING OR THE AMOUNT REQUIREDINNOTE2, WHICHEVER IS GREATER, ON EACH SIDE OF THE OPENING.
5. SEE PG. 1.11 FOR DESCRIPTION OF BOND BEAM TYPES 'A' AND 'B'.
GUIDE TO CONCRETE MASONRY RESIDENTIAL
CONSTRUCTION IN HIGH WIND AREAS. 1997 100.3
t ,
VERTICAL
REINFORCEMENT
DETAILS
ROOF SLOPE ROOF SLOPE
2:12 TO 7:12) 2:12 TO 7:12)
SPAN
BOND AMBONDSIN
BEAM
TYP A OR B. SEE PG. 1.11) TYPE A OR B, SEE PG. 1.11)
RTICAL REINFORCEMENT I VERTICAL REINFORCEMENT
N FILLED CELL WITH GROUT IN FILLED CELL WITH GROUT
00 MPH WIND AREA 100 MPH WIND AREA
C,
3' COVER • 12' • 5 CONTIN. (TYP.) •
STEMWALL FOOTING DE T S, PER SSTD 10 WITH DESIGN CONSIDERATIONS
SEE PG. 1.11 1 FOR SITE SPECIFIC CONDITIONS.
z
w
z o
z
M cr-
m STANDARD HOOK BOND BEAM o
CO
VERT. REINF,
IN GROUTED
CELL
a
EMBED 5' FOR _z
8' DEEP FOOTING, }' CLEANOUT REQ'D
6' MIN. FOR ALL J IJ" FOR GROUT LIFT
OTHER FOOTINGS >5 FT.
i
FOOTING _
REINFORCING 3' MIN. COVER
STANDARD HOOK
GUIDE TO CONCRETE MASONRY RESIDENTIAL{
CONSTRUCTION IN HIGH WIND AREAS. 1997 100.2
MASONRY — CHAPTER 2
lion in coastal areas, as determined -by the building offioial, shall be stainless steel, hot dipped galvanized after the
fastener or connector is fabricated to form a zinc coating not less than 1 oz per sq ft, or hot dipped galvanized with a
minimum coating of 1.8 oz per sq ft of steel meeting the requirements of ASTM A90 (Triple Spot Test).
202.2 MASONRY WORK, GENERAL
202.2.1 All mortar joints for.hollow unit masonry shall extend the full width of face shells. Mortar joints for solid
masonry shall be full head and bed joints.
202.2.2 Bed joints shall be 3/8 inch (t 1/8 inch) thick. Head joints shall be 3/8 inch (+ 3/8 inch or —1/4 inch) thick.
202.2.3 The bed joint of the starting course placed over footings shall be permitted to vary in thickness from a mini
mum of 1/4 inch to a maximum of 3/4 inch.
202.2.4 Masonry walls shall be running bond or stack bond construction. When masonry units are laid in stack bond,
9-gage (minimum) horizontal joint reinforcement, in addition to required vertical reinforcement, shall be placed in bed
joints at not more tha 16 inches on center.
202.2.5 Longitudinal wires of joint reinforcement shall be fully embedded in mortar or grout with a minimum cover of
5/8 inch when exposed to earth or weather and 1/2 inch when not exposed to earth or weather.
202.3 REINFORCING STEEL, GENERAL
202.3.1 Reinforcing steel shall be No. 5 bars.
EXCEPTION: Where two No. 5 bars are required within the same grouted masonry cell or bond beam, one No. 7
bar may be substituted.
202.3.2 When two. bars are required in the same cell or bond beam, they may be bundled.
202.3.3 Splices shall be lap splices.
1. Noncontact lap splices may be used provided reinforcing bars are not spaced farther apart than 5 inches for No.
5 bars and 7 inches for No. 7 bars.
2. Splice lengths for Grade 40 steel shall be a minimum of 25 inches for No. 5 bars and 35 inches for No. 7 bars
40 bar diameters). Where Grade 60 steel is substituted for Grade 40 steel, the lap lengths for Grade 40 steel may
be used. Splices of a No. 5 bar with one No. 7 bar shall be a minimum of 25 inches, and two No. 5 bars with one.
No. 7 bar shall be a minimum of 35 inches.
202.3.4 Reinforcement may be bent in the shop or in the field provided:
1. All reinforcement shall be bent cold;
2. The diameter of the bend, measured on the inside of the bar, is not less than six -bar diameters: and
3. Reinforcement partially embedded in concrete shall not be field bent.
EXCEPTION: Where bending is necessary to align dowel bars with a vertical cell, bars partially embedded in
concrete shall be permitted to be bent at a slope of not more than 1 inch of horizontal displacement to 6 inches
of vertical bar length.
202.4 COVER OVER. REINFORCING STEEL
202.4.1 For foundations, minimum concrete cover over reinforcing bars shall be:
3 inches in foundations where the concrete is cast against and permanently in contact with the earth; or,
1 1/2 inches for No. 5 and smaller bars and 2 inches for No. 6 and larger bars where concrete is formed and will be
exposed to the earth or weather. In narrow footings where insufficient width is available to accommodate a stan-
dard 90-degree hook and provide the required concrete cover, the hook shall be rotated in the horizontal direction
until the required concrete cover is achieved.
202.4.2 Where concrete is not exposed to weather, the minimum concrete cover for reinforcing shall be 1 1/2 inches
regardless of bar size.
202.4.3 Where concrete is exposed to weather, the minimum concrete cover for reinforcing shall be:
1. 1 1/2 inches for No. 5 bars and smaller,
2.2 inches for No. 6 bars and larger.
202.4.4 Reinforcing bars embedded in grouted masonry cells shall have a minimum clear distance of 1/4 inch for fine
grout or 1/2 inch for coarse grout between reinforcing bars and any face of a cell.
202.4.5 Reinforcing bars used in masonry walls shall have a masonry cover (including grout) of not less than
1.2 inches for masonry units with face exposed to earth or weather.
2. 1 1/2 inch for masonry units not exposed to earth or weather.
202.5 CLEANOUT OPENINGS
202.5.1 Cleanout openings shall be provided for cells containing spliced reinforcement when the grout pour exceeds
5 feet in height.
EXCEPTION: Cleanout openings are not required in cells containing vertical reinforcement where footing dowels
are not required by 203.3:1, provided vertical wall reinforcement from above reaches within 12 inches of the floor
slab below.
16 1997 SBCCI Standard for Hurricane Resistant Residential Construction®
MASONRY — CHAPTER 2
202.5.2 Where ceanout openings are required, an opening shall be provided in the bottom course of the masonry celltobefilled.
202.5.3 Cleanout openings shall have a minimum area of 12 square inches and a minimum opening dimension of 3inches.
202.6 GROUTING
202.6.1 Masonry protrusions extending 1/2 inch or more into cells or cavities to be grouted shall be removed for groutpoursover5ft.
202.6.2 Spaces to be grouted shall be free of mortar droppings, debris, loose aggregates, and any material deleteri-
ous to masonry grout.
202.6.3 All cells containing reinforcement or anchor bolts shall be grouted solid.
203 FOOTINGS AND FOUNDATIONS
203.1 DESIGN
203.1.1 All exterior walls, bearing walls, and columns shall be supported on concrete footings of sufficient design to
support safely the loads imposed as determined from the character of the soil. Minimum sizes for footings shall be as
set forth in Table 203A (Refer to Figures 2036-E for typical foundation details). Monolithic slab -on -grade interior foun- dations may be used in conjunction with stemwall exterior foundations.
203.2 CONSTRUCTION
203.2.1 Footings shall be level or shall be stepped so that both top and bottom of such footings are level. The bottom
of all footings, except monolithic slab -on -grade interior footings, shall be a minimum of 12" below finished ground line. 203.2.2 Except for monolithic slab -on -grade foundations, all exterior footings shall be at least 4 inches wider on each
side than the wall resting on the footing.
203.2.3 The outer bar of foundation steel shall be continuous around corners using corner bars or by bending the barinaccordancewith202.3.4. In both cases, the minimum bar lap shall be 25 inches.
203.2.4 Foundation stemwalls shall be as thick or thicker than the wall supported above, but in no case less than 8"
thick, and shall have the same vertical reinforcing as the wall above.
TABLE 203A
MINIMUM DIMENSIONS AND REINFORCEMENT FOR FOOTINGS?
Foundation Footing Height Footing Minimum
Load T4 Bottom Reinforcement 1
Condition Width
W
Stemwall Footings2.3
One Story 8" 16" 2 No. 5
Two and Three Stories 10" 20" 2 No. 5
Monolithic Slab -on -Grade Exterior Footings
One Story 16" 12" 2 No. 5
Two and Three Stories
Wood Floor 16" 16' 2 No. 5
Two and Three Stories
Hollowcore Floor 116" 18" 2 No. 5
Monolithic Slab -on -Grade Interior Footings
One Story 8' 12" 2 No. 5
Two and Three Stories
Wood Floor 8" 16" 2 No. 5
Two and Three Stories
Hollowcore Floor 8" 16" 2 No. 5
NOTES TO TABLE 203A:
1. Footing sizes are based on uplift requirements. See also 203.1.
2. Specified footing dimensions are for exterior and interior footings.
3. For nonloadbearing interior concrete or masonry walls. Use the same size for interior footing as required for a one-story building. Interior footings are not
required for nontoadbearing frame walls.
4. Thickness (T) includes slab at monolithic foundations.
1997 SBCCI Standard for Hurricane Resistant Residential Constructionc 17
r
0
SHEATHING CLIPS - HUGHES METAL CLIPS PW12G OR —
PW58, TWO CLIPS PER EACH TRUS5 SPACE 12
ASPHALT SHINGLE ROOF SYSTEM
OYER 15LB FELT AND 6
1/2' PLYWD. SHEATHING
HURRICANE 'ANCHOR
5EE ROOF FR411H s)
EDGE
METAL DRIP77
2X6 SUB FASCIA
WRAPPED IN
ALUM.
ALUM. VENTED SOFFIT
V CLIP
16' O.N.
N.T.S.
3/5' OR 5/8' THK
SKIP TROWEL STUCCO FINISH
POURED CONC. CELL W/(I)
5 BAR CONT. FROM POURED
BOND BEAM TO FTG, W/ BEND
AT TOP A MIN. OF 10' AND
OVERLAP AT BTM. DOWEL A
MIN. OF 25'
GRADE
A
N -
2) 05 BARS CONT.
PRE-ENGINEERED
WOOD TRU55ES
24' O.C.
LR-30 INSULATION
1/2' DRYWALL
POURED BOND BEAM
1)15 BAR CONT.
3/4' PR FIRRING STRIP
3/4' FOAM INSULATION
I --1/2' DRYWALL
8' CONC' BLOCK (TYP)
I 314' WOOD BASE
4' CONC. 5LAE
W/ 6X(6-1040W.WM.
RE INF.
6 MILL VAPOR
BARRIER
18' CLEAN, WELL COMPACTED,
TERMITE TREATED FILL (TYP)
TYf=. WALL SECTION
SCALE: 3/4'. = I'•0'
MASONRY — CHAPTER 2
2
2
aa
v
TL-L LLLLLL
DOWEL IN CORNER
FIGURE 203B
CONTINUITY OF FOOTING AND FOUNDATION WALL REINFORCEMENT
25" DOWEL LAP MIN.
1#5 OR 2#5
IN GROUTED CELL
CONCRETE SLAB CONCRETE SLAB
x
DOWEL EMBtkMENT FLOATING SLAB
SEE 203.3.2
2#5 CONTINUOUS
3" MIN. COVER
W ON REINFORCEMENT
1 1/2" IF FORMED
SURFACE)
HEADER BLOCK
FIGURE 203C
STEMWALL FOUNDATION WITH SLAB -ON -GRADE
18 1.997 SBCCI Standard for Hurricane Resistant Residential Construction®
MASONRY - CHAPTER 2
2135.3 VERTICAL REINFORCEMENT '
205.3.1 Corners: One No. 5 bar shall be provided, in each corner, including interior corners and corners created by
changes in wall direction or offsetting of walls such as at projected bays and inset porches.
205.3.2 Openings
205.3.2.1 Concrete Walls: One No. 5 bar shall be provided on each side of openings wider than 12 inches.
205.3.2.2 Masonry Walls: One No. 5 bar shall be provided on each side of openings wider than 6 feet. Two No. 5
bars or one No. 7 bar are required on each side of openings wider than 12 feet in buildings in 110 mph zones and in
buildings wider than 40 feet in 100 mph zones.
205.3.3 Girders: One No. 5 bar shall be provided at all locations where girders or girder trusses bear on masonry
walls.
205.3.4 Shearwalls: Vertical reinforcement shall be provided at the ends of each shearwall segment in accordance
with Section 205.5.5 of this standard.
205.3.5 Spacing of Vertical Reinforcement: Vertical reinforcement shall be provided for the design windspeed
specified in Table 205C.or 205D as applicable.
1. For spacing of reinforcement at continuous gable endwalls, (See 205.4).
2. Reinforcement shall not be required to be spaced closer than 4 ft on center.
3. Vertical reinforcement used in conjunction with precast bond beams shall be spaced the same as for masonry
bond beams unless other spacing is substantiated by the beam manufacturer and approved by the building official
and shall hook into the precast beam in accordance with 205.7.
TABLE 205C 4,5,6
SINGLE -STORY VERTICAL WALL REINFORCEMENT SPACING AND
BOND BEAM REQUIREMENTS
90 mph 100 mph 110 mph
Building Width
24' 36' 44' 52' 60' 1 24' 36' 44' 52' 60' 24' 36' 44' 52' 60'
Bond
Beam Ht.
Ceiling
Height
Maximum Wall Reinforcing Steel Spacing, ft.
6" Concrete or Masonry
8' 8' 10f 8 8 62 62 8f 62 42 42 42 6 42 42 43 43
10, 81 6 62 62 42 6 62 4 4 43 4 42 42 43 43
12' 8' 10f 101 10f 101,2 10f,2 8t 8f 8f2 81,2 812 at 8f.2 62 62 62
16' 10, 8f 8f 62 62 62 6 62 . 62 62 42 4 42 42 42 43
8" Concrete or Masonry
8' 12 8 82 62 62 8 82 62 63 63 82 62 42 42 42
10, 10 8 82 62 63 8 62 62 63 43 62. 62 43 43 43
8' 12' 8 82 62 62 62 6a.2 62 63 63 43 4a.2 4a.2 43 43 43
16' 0,3 4a,3 4a,3 4a,3 4a.3 4a.2 4a.3 46,3 43 43 49.2 40.3 40.3 NP NP
29 42 42 43 43 NP NP NP NP NP NP NP NP NP NP NP
12' 8' 329 189 189.2 189.2 169.2 18h 16h 14h•2 14h,2 12h,2 10f 101,2 10f,2 8c.3 8c.3
16' 10, 12f 10c 10c,2 10c,2 10c,2 8d 8c.2 8c,2 8c,2 8c.3 8c,2 6a.d.2 6a.d.2 6a.3 6a.3
12' 8a,d 8a.d,2 8a,d,2 8a.d,2 8a,d,3 6a,d 6a,d2 60.d,2 6a,d,3 6a,d,3 0.2 4b,2 4b,3 03 4a.3
16' 48 4a,2 02 48,2 48.2 1 48,2 02 4a,2 46.3 43 4e,2 4e,3 49.3 40.3 NP
20' 49.2 492 0.3 4e,3 49,3 1 NP NP NP NP NP NP NP NP NP NP
205.3.6 Duplication: Reinforcing steel requirements are not additive. A single reinforcing bar may fulfill more than
one requirement. For example, a single bar will satisfy the requirements for a bar at the side of an opening which
occurs at the same location as a bar required by Tables 205C and 205D. In all cases, the most stringent require-
ments shall be applied.
205.3.7 Wall Reinforcement Summary: See Figure 205N.
205.3.8 Connection: For information regarding the connection of vertical wall reinforcing to footings and bond beams
See 205.7).
26 1997 SBCCI Standard for Hurricane Resistant Residential Construction®
Rafter and Truss Connections
MTW20 RTI0
Uplift = 1055# Uplift = 585#
RT16 F, = 170# RT15
Uplift = 950# FZ = 170# Uplift = 530#
F 1 = 645# F I = 500#
FZ = 650# FZ = 300#
Fs
RT15
Uplift = 530# RT7
F I = 500#
Upli = 585#
FZ = 300#
Fr = 170#
j = 170#
SPT24
Uplift = 895#
F 1 = 560#
FZ = Z60#
SPTH4 MTWi•
Uplift = 1470# Uplift = 1
RT20
Uplift = 1 105#
Studs / rafte'r's aligned
Note: When rafters land stud spacing are equal,
uplift and lateral loads may be transfered MTWI 2
dir Ely from the rafters to the studs.. Uplift = 1055#
RT10
Uplift = 585#
FI=170#
FZ = 170#
rafters
taggered
Note: When rafter
spacing differs from
stud spacing,
transfer uplift and
lateral loads by fas-
tening rafter to both
top plates and then
fastening both top
plates to the studs.
RT7 N
Uplift = 585#
F I = 170#
FZ = 170#
Masonry Walls to Rafter or Truss
RT3 - ETA20
LTS19
HETA20
Uplift = 475#
Uplift = I Z05#
F I = 150#..
FZ = 150#
Uplift = 1500#
F 1 = 395#
FZ = 395#
RT7
Uplift = 585#
F I = 170#
FZ .1-70#
BP series
washer
RT16
Uplift = 950#
FI = 645#
MSHZ I a
FZ = 650#
Uplift = 2 585#
Rafter / bond beam
Uplift = 1890#
F I = 400#
FZ = 335#
HTA4
Uplift = 42009
F I = I Z00#
FZ = 3400#
loads per pair)
ROOF SHEATHING ATTACHMENT
SHEATHING NOTES:
ROOF SHEATHING TO BE WOOD STRUCTURAL PANEL RATED SHEATHING OR BETTER, EXPOSURE 1
ROOF SHEATHING SHALL BE 7/16" THICKNESS OR GREATER.
ROOF TRUSSES ® 24" O/C MAXIMUM.
TRUSS TOP CHORDS SHALL HAVE A SPECIFIC GRAVITY OF G=0.46 OR GREATER.
NAILING PATTERN:
ZONE SPACING
1Q 12" O/C MAX. IN FIELD, 6" O/C MAX PANEL EDGES.
Q 6" O/C MAX. IN FIELD & AT EDGES.
NAILS SHALL BE: 8d COMMON FOR 7/16" & 15/32",
10d COMMON FOR I/2", 19/32", AND 5/8".
SEE ALSO SHEETS 100.7, 100.11, 100.18, 100.19, AND 100.20. FOR GABLE END REQUIREMENTS
GUIDE TO CONCRETE MASONRY RESIDENTIAL
CONSTRUCTION IN HIGH WIND AREAS. 1997 100.17
LINTELS
HIGH STRENGTH PRECAST
PRESTRESSED
2' 10" 34")
4' 0" 48")
5' 4" 64")
5'.10" 701, I
6' 6" 78")
8' 6" 102")
10' 6" 126")
12' 0" 144")
14' 0" 168").
14' 8" 176")
1 S.•r4" 11841
17' 4" 208")
19' 4"" 232")
21' 4" 256")
22 .0" 2641 1
24' 0" (288")
b" & 12" recessed U lintels are available by special order.
1-e---!-:00
OVERALL LENGTH RECESS LENGTH
4"0',4481 . R 2' 8" 1321) 1
4' 4" (52") 3' 0" 36")
4,Q6A . (,54")_
Y" '_3; 4"-• 40") :..
5' 8" (68") 4' 4" 52")
5' 10"•_(7.0") 4y8" J # 56") :1
6' 8" (80") 5' 4" 64")
7' 0"•' (84") 5-8" s(68') rj 7'
6" (90") 6' 4" 76") All
lintels exceed the performance requirements of all applicable building codes. I
Ioul0 FS04i3'
6" 42") 4''
0! 48T 4'
6" 54") 5'
10' • 70") ;' oil 6'
6" 78") T•`
6" . "(901- ` 9'
4" 112") 110,
1-61 3'
6" 42") 4'
6" 54") Y :
10" 70") - • 6'
6" 78") 9'
4" 112") 10';
6T_ (1267 " 11'
4" 136") i
13'
4" 160") 17'
4" (208") 3'
6" 42") 4'
V -'(48') 1 4'
6" 54") 5 ,
10" 70") " . ' 9 6'
6" 78") 7"
6"4- 90") ' 9'
4" 112") 11'
4" 136") 12'
V, 144") 13'
4" 160") 17'
4" (2081 72
A=T- RET LINTELS
SAFE LOAD TABLES
Y.!H.{{M:K4:+.UL,K, A?C,4.+,:!I:!?C{!',14 .. ..Mww.vvv nw.++NH!i </+..: +/+wwH.•www M(M• ..ivn. i0f3.•t;:!4:,i{.:•.yY.i+Ni+ :. mw.ay...ww....'/r'yil'N.b^.. T':.ir.?:i y, ...r.!.•••lili.'.wi'/Hii4JC Y1.0yiYl%>AC4 YdhJ:i.YJ064000f MY•'Ai[/h[>A:M'.++v/iinY/i.:9+x MOn++Ykt>/OKH,Si•':4%N/.i.:++t.4+.%wir(::fRCi0UJ4.h6w riii:vwvmvi,NwxM.Y/kYYvitr:4Y!%J.J4'.
CROSS
w
8F32 8F28 8F24
SAFE LOAD TABLES
8F20
O
8 V 8
8F16
u
8F12
AiT- isiTi GRAVITY UPLIFT LATERAL
LENGTN
TYPe 8U8 BF8.OB 8F12.1* 6 0- 8 B M4- B 8128.OB 8F32.08 M.IT 8F12-IT BF16.11 8F20•I7 8F24•IT BF28.II 8F32.1T
8U8 8F88F - 8 a 2.18 10.1E 15 F 4-18 F 8-IB 1 8F8-2T 8F12.2T 8F16.27 8F20.2T 8F24-27 8F28.2T 8F32-2T
1'•10" (34") PRECAST 1301 3 75 10a7 11 6
2021316666447369004272727a439815190640776308572021
3'•6" (42°) PRECAST 1301 3138 7689 6006 7q 8630 W a 5MI 1257 12573166a4771WrI621652111531654125606170364'-0" (
48") PRECAST 1019 4-5 938938
2aa6 4473603975269004U-7 17 958 1878 1925 275o 3583 22 5264 6z10 44' (54")
PRECAST 1651 2170 no27 2659 3503 4149 4812 55 727 727 668 lbbo17os2a35737713913a658pp5'-4" (
64°) PRECAST 1184 2316 38a6 505 505
1665 2889M-7 5400 a36 139339 1437 2050 2670 3293 3920 4549 5'•10" (
70") PRECAST 911 74 345a 1357 418 018
16 2aea4443752216137127213151875244130103583aZ576'•6" (
18') PRECAST 937 1255 0 45 707 887
1255 2113365260713a8995g011a1llaz168d22922703321163732T•6" (90") PRECAST
167 1j0 333 v990 591 657 1675 2680 383d 55966613504717029146619072351279732459'-4" (112°)PRECAST
f13 801. 454 630 768 1272
1868 254d34694003127801755112192155W19102271263410'-6"(126")PRECAST
456 HE 396 493 7 25 1514 2081277a31302404716• 6111 1039 1389 1711 2034 2358 11'4"(136°)PRECAST 598
4535 39 6905 363 556
8935 1365 1854 24413155404a666• 1296 99 1595 18 2198 12'-0"(144")PRECAST y
B6a 1254 lbb9 2074 1570 1818 607• 400 631 816 tool 1186 1372 3a0 d9a 5 B6a 1254
1693 221128323590631486Ole1209157an99208613'•4"(160")PRECAST JR..
5 34pv 2 398 5 7a8 1076 1438 185133123432928573• 6B2 1004183671637189714'-0"(168")PRECAST s
700 1335 iiia z1-5 z26666 a548 286 360 378 629 vzz Izs4 se710651614'-8"(176")PRESTRESSEDN.
R. 357 65 13 0 20d5 2610318537652a3352582B5211961a9117a215'•4" (184") PRESTRESSED N.
R. N.R. N.R. N.
R. N.R. N.R. N.R. N.R. 228 278 430 553 677 801 925 N.R. 327 420 695
1250 1855 2370289034102283295427911072138116761T•4" (208") PRESTRESSED N.
R. N.R. N.R. N.
R. N.R. N.R. N.R. N.R. 188 236 361 464 567 670 774 N.R. 255 310 530
950 1400 1800220026001BB27644964987a1721138919.4" (132") PRESTRESSED N.
R. N.R. N R. N.
R. N.R. N R N.R. N.R. 165 207 313 40) 490 578 667 N.R. 204 240 400
750 logo 14001720203016523938550736940116021'4" (256") PRESTRESSED N.
R. N.R. N.R. N
R. N.R. N.R. N.R. N.R. lay 186 278 356 433 512 590 N.R. 172 18 330
6l0 940 134017802110142212336a77635B0799312'-0"(264")PRESTRESSED N.
R. N.R. N.R. NR. N.R. N.R. N.R. N.R. 140 180 268 343 dla a93 56B N.R. 161 160 300
70 870 125016601970137205322a5760777194724'•0' (288") PRESTRESSED N.
R. N.R. N.R. N
R. N.R. I N.R. N.R. I N.R. 1 127 165 2d4 312 380 4a7 515 N.R. 135 130 240
470 720 103013501670124l86290d0a5386B0833WN73
Permit No.
State of Florida
County of Seminole
NOTICE OF COMMENCEMENT
Tax Folio No.
1 he undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property: (legal description of the property and street address if available) I q l neD ec
I
2. General improvement: ofdescription imP P
I
3. Owner information
a. Name and address ITY
b. Interest in property
c. Name and address of fee simple titleholder (if other than Owner)
I
4. Contractor
a. Name and address
5
b. Phone number _
Surety
a. Name and address
b. Phone number _
c. Amount of bond
6. Lender
a. Name and address
Fax number
Fax number
i opv G\
w,
I
b.
Phone number Fax number 7.
Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided
by Section 713.13(1)(a)7., Florida Statutes: ' a.
Name and address b.
Phone number 8.
In addition to himself or herself, Owner designates Fax
number to
receive a copy of the Lienor's Notice as pro, 713.
13(1)(b), Florida Statutes. a.
Phone number Fax number 9.
Expiration date of notice of commencement (the expiration date is 1 year from the to of rec2rding date
is specified) X of
in
Section a
different Signature
of Owner Sworn
to (or affirmed) and subscribed before m this c day of Q , 20 I (d , by QGt
a)e S m i, c e i Personally
Known OR Prodggpd Identification Type
of Identification Produced F U t— e N*"'P . _ _!._ .J. / •(Z- ---- -- - THIS
INSTRUMENT PR RED BY. S
NAME .!ice Signature
of Notary Public, State of Florida ADDR. ' Commission
Expires: q_, ;