HomeMy WebLinkAbout1709 W 13 St 04-612 RemodelCITY OF SANFORD PERMIT APPLICATION
Date: 4pPermit # • `J (—(o I Z
Decrip`tion-o5Work:
Historic District:
Perinit-Type:,Buildt_ Electrical_ Mechanical Plumbing Fire Sprinkler/Alarm Pool_
Elegy rical. New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _
Occupancy. -Type: Residenh_ Commercial Industrial Total Square Footage:
Constructio TI_ n_ype. of Stones. # of Dwelhng Umts: Flood Zone: (FEMA form required for Enthtrom than X) t -- Parcel #:
O
lwners-Name: &_Arddress: Contractor
Name & Address: Phone &
Fax: Bonding
Company: Address:
Mortgage
Lender: Address:
Architect/
Engineer Address:
Application
is hereby made to obtain a permit to do tlie;wo6 issuance
of a permit and that all work will be performed to It permit
must be secured for ELECTRICAL WORK; -PLUMB AIR
CONDITIONERS, etc. Attach
Proof of Ownership & Legal I 2
5 % SJ' e Phone -
J > 4417 State
Lic a Number: Phone:
103 _
F - Phone.
t
Fax- ttd.
Ljertify cthat no work or installation has commenced prior to the g
construction in this jurisdiction. I understand that a separate POOLS,
FURNACES, BOILERS, HEATERS, TANKS, and OWNER'
S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in with all applicable laws regulating constructionandzoning. 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. Acceppgce
of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Sig
a of 0_wnedk fit Signature of Contractor/Agent Date 1..Inda M Rogers My
Commission DD075919 crier/
Age ent's'Name _ Fires January 21, 2006 Print Contractor/Agent's Name Date
Signature of Notary -State of Florida Date -- ta--
05-63 Owner/
Agent is personally Known to Me or Produced
lD Q
1 APPLICATION
APPROVED BY: Bldg:`, [2 — Zoning: Initial &
Date) Special
Conditions: Contractor/
Agent is _ Personally Known to Me or Produced
lD - Utilities:
FD: Initial &
Date) (Initial & Date) (Initial & Date) 4140,
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 law requires electrical contracting to be done by licensed electrical 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 electrical contractor even though you do not have a license. You may install electrical
wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring 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 sale or 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 li s required by state law and by county or municipal licensing ordinances.
do hereby state that I am qualified and capable of performing the
requested construction involved =permit application filed.
I will assume full responsibility as an O«merBuilder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
9;1er. - - molder -Sig —nature Date
Ueda M Ropers
T` MY CommissionDDomis N
E)Or&s January 21, 2006 05 --
03 Owner
is I Personally Known to Me or has Produced
1D
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER 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 dgect,
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,
prdmanc ilding codes, and zoning regulations.
ereby state that I am qualified and capable of performing the
requested construct —ion mvolved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
wn I Build rSignature 1.Date,--
Unda M Rogers
My Commission DD075018
G Expires January 21, 2006
Signature of Notaryrtate of Florida Date
Owner is personally Known to Me or has
Produced ID
Permit No.
State of Florida
County of Seminole
The 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 prVe and street if available)
2. General description of improvement: % v (4 _ %
3. Owner information i
Name and address
i G- JAJ r
Interest in property
c. Name and address of fee simple titleholder (if other than Owner) L4, m -<
d c r-
m
4. Contractor W
1-1
ca g a
a. Name and address , ( _ ( '_` m 50
54,
b. Phone number Fax number
5. Suretyg m
a. Name and address c
ra
b. Phone number Fax number
c. Amount of bond 32 w 2a
6. Lender = e
a. Name and address
9
b. Phone number Fax number
7. Persons within the State of Florida designated by Owner upon whom notices or oilier documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes:
a. Name and address
b. Phone number Fax number
8. In addition to himself or herself, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section
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 date of recording unless a different
date is specified)
ignature er
Swo to (or affirmed) and subscribed before me this day of3+{ e 20 b Y
Personallq l iwh fgduced Identificatio 1/ MARYANNE IVIORGE
J'
MRK OF CIRCuq' ijMTypeofnt¢t catio.- ro iuc d ' , L 4 i "Ot.
s ! FL DA
E \jsl
Signa,tq ref Notary Publid, Sta e`of to ' THIS INSTRUMENT PREPARED BY:
ppKI L NAME L c (L(/ / /
r 'U 2004.
DEPU-'. . ADDR. C rz'
5 7
Seminole County Property Appraiser Get Information by Parcel Number Page ,1. of 1
PARCEL DETAIL Back >
W11L
minoic county MT, VI4A ED
oprrtjy proiur
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I101 K. Mirsf SC
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Sanford Fl. 32771
407-465-7S06
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2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 35-19-30-300-0030- Tax District: S1-SANFORD
0000
Number of Buildings: 1
Depreciated Bldg Value: $10,094
00-
Owner: MINGO ALMA Exemptions: HOMESTEAD Depreciated EXFT Value: $0
Address: 1709 W 13TH ST Land Value (Market): $27,274
City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0
Property Address: 1709 13TH ST W SANFORD 32771 Just/Market Value: $37,368
Subdivision Name:
Assessed Value (SOH): $29,751
Dor: 01-SINGLE FAMILY Exempt Value: $25,500
Taxable Value: $4,251
2003 VALUE SUMMARY
Tax Value(without SOH): $254
SALES 2003 Tax Bill Amount: $74
Deed Date Book Page Amount Vac/Imp Savings Due To SOH: $180
Find Comparable Sales within this Subdivision 2003 Taxable Value: $3,554
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
Land Unit Land LEGAL DESCRIPTION
Land Assess Method Frontage Depth
Units Price Value LEG SEC 35 TWP 19S RGE 30E BEG 190 FT S +
FRONT FOOT & 1628 FT W OF NE COR RUN E 184.88 FT
180 320 .000 90.00 $20,266
DEPTH S320FTW100FTS150FTW84.88FTN470FT
FRONT FOOT &
84 150 .000 90.00 $7,008
TO BEG
DEPTH
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1930 3 1,100 864 SIDING AVG $10,094 $25,236
Appendage / Sgft SCREEN PORCH UNFINISHED 160
Appendage / Sgft OPEN PORCH FINISHED / 176
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 properly tax will be based on JusUMarket value.
re web.seminole_county_title?parcel=35193030000300000&cpad=l3th&cpad_num=1709M 2/5/2003
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ITEM! DESCRIPTION I MATERIAL
i 100OR, N000 EME 1.THK. 4.A. .021 MIN. I STEEL
2 I HEAD -LQ8 11 4 x 4 9 16 PONCEROFA FNCER JOINTED FINE) PINE
ni ( 1 1 4 x 4 6116 PONGEROSA F JOIN I IN
4 a cLwx 1777 4 16' KNOEROSA 1,M& ANILD P.,K)IN
4 x 4 BUTT HINGE 12 a..097 HAG
6 149 X 1 PFH WOOD SCREW HINGE TO DOOR I STEEL
i JMR LATCH LVL S4E STILE 1.67 x 1 LVL
3 JDOCR PANEL BOTTCIU ML 1.73 x 1.2 t x .021 THK. MIN. 24GA STEEL
9 GLAZING CnMPrXND COW 1199 SIUCCNE isucoNE
10 ICOUPREMN WEATHERSTRIP SCHLEGEL -LON QQS 650 FOAM
11 COOR PANEL WOOD TOP RAL 1.67 x 1 LVL
12 c' ' wam yumoNcap woop
13 DOOR HINGE WCOD SIDE STILE 1.67 x 1 HOOD
14 1410 x 1 3 4' PFH WOOD SCREW STEEL
15 IWOOD LOCK BLOCK 1.7 t x 4.0 x 12.0 WOOD
16 116Gk 8RAD TRIIU NAIL 17 L STEEL
17 1 EXPANDED POLYSM&E 1.0 to 1.25 lb. OENSTY EY JED-K-4 FOAM
18 INOT USED
19 121,WOOD SUB BUCK WOOD
20 1 SHIM MATERIAL .25 MAX. THK.)-
21 IKWIKSE1 400 SERIES KNOB
22 JKWIKSET TITAN 700 SERIES DEADSOLT
23 1 INS-*M ACJUSTA8LE THRESHCLD .051 WALL BY PE.NCO
24 1 9 8 x 2" PHILL. FLATHEAD WOOD SCREW I - STEEL
25 14 8 x 2 i 2' PHILL FLATHEAD WOOD SCREW STEEL
26 ASTRAGAL EXTRUOED ALUM. 'HR68J MNa"96? // ALUM.
27 INS•MNC ,lfm OCCft BOTTOIU NO VINYL
28 INES SURFACE BOLT 454 8.0 L x .25 THK. STEEL I -
29 1 SIUC ONE CAULK CRL LAWRENCE 33C SILICONE
30 1 GLA2ING COMPOUND OSD BY OOL SILICONE
1 118 x 1 PHIWPS PM,4&0 W= SCREW ASTRACk WR68J TO OCCR STEEL
32 L3 8' x 3 8' 1 /4' ROUND SIDEUTE STOP I WOOD
33 1 4-20 Sa BOLT W 1 4-20 FEMALE END x 1 3 4 L STEEL
34 ISCHLAGE KNOB SET #F51
35 ISCHLAGE DEAOEOLT #2360 I
36 INSWING SIDEUTE BOTTOM SEAL VINYL
37 11 TEMPERED GLASS BY PPG I GLASS
38 r/
8"
LIi^FRAJUE 1 $ CLASS OOL HP POLYPRCP.. THERMOFiL46-3040391 I POLYPROP.
39 STEEL SIDEUTE PANEL 24GA. 021 MIN. STEEL STEEL
40 48 x 1 1 2 PLASCREW UTE FRAuE ST L
41 11 INSULATED TEMPERED GLASS
4 YALE KNOB HERITAGE SERIES
43 YALE..-O.E.A080LT- HERITAGE SERIES I
44 LIT[ FPAWE t CLASS OOL HP POLYPROP. THERMCFIL46-30FA0391
45 113 x Z PHILLIPS FLATHEAD WCOO SCREW STEEL
4.6 1+ x 2 1 2 TAFCCN I STEEL
47 ` 16GA. 6RAD TRIM ML'3 + L STEEL-:.
4 314. Tr.'K, x 4 9 16 DE.7 PRESSURE TREATED REINFORCEUENT W000 '
NOT USED ,. '.
50 LA H ! M8 1 1/4 x 4 9 16 PONDEROSA FINGER JOINTED PINE P,INE ; .. .
51 110 x I PHILL'PS FLAir!EAD W000 SCREW STEEL
52 I 10 x 2 PHILIPS rl-D-.EAD 'xOCA SCREW STEEL
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CCNSULTANTS. INC
813.684.3831 r z r
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scA NTS
A1l1!r cd i rurt,plYin wuh tor: a..;: 64c. BY ' Efurid 1:u Jin{: Cane .: . WLTI+
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DoorCraftO WOOD EDGE
WOOD EDGE GLAZED INSULATED STEEL DOOR
INSWING 6-8 UNITS W/ & W10UT SIDELITES
GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITr{ ir1E FLOF,IDA BUILDING
CODE.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE STRUCTURE.
J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON
DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1.
5. THIS SYSTFU DOES NOT MEF7 THE WATER REQUIREMENTS FOR 'HIGH
VELOCITY HURRICANE ZONES'. (SEE NOTE DESIGN PRESSURE CHART)
6. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION
AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE.
7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLECONFIGURATION.
0
0
74.5" OVERALL MAX. FRAI.
36.625' MAX.
PANEL WIDTH 36
W/ASTRAGAL PANE.
II` a
li
121.125"
MAX
D.L.Q.
WIDTH
y
IN —ACTIVE
021
ti-
W
ee
O 1
y
RESIDENTIAL INSULATED STEEL DOOR,
Common to oil frame conditions) 1 EJ(Door Leaf ConStn;rt n INSWING UNIT SEE DETAIL A
Face h L%- 24t a. 0.021 " minimum thickness, SHT.3
z
g ( ) 37.5" OVERALL
Galvanized steel A,Z25 commercial quality — AKDQ per ASTM 620 with MAX. FRAME WIDTH
yield strength Fy(ove.)=47,575 psi.
r i n• Expanded polystyrene with 1.0 to 1.25 lbs. density, by Jeld—Wen, 36" MAX.
Panel Consr,rl n k olozin The active and inactive J'ANEL WIDTH 1
f
9 panels ar,, constru ,
o , arm 24GA (0.021 min.) golvon;zed steel. The face sheet top and
bottomsi
ore bent 90' over the top and bottom rails. The top rail consists of LVL
measuring 1.67' x 1.042'. The bottom rail is roll formed-0.021' galvanize
steel measuring 1.67' x 1.21'. The sides of the face sheet are roll forme T
into the LVL latch stile and Ponderosa Pine hinge stile which measure 1.671.0' The interiar-.:cavity Hxisfilledwithpolystyrene. The face sheet is glued to 21.125"
the polystyrene. The panels are routed to receive the ODL '(HP Polypropylene MAX
Thermofil—P6-30FUOJ91) lite frame The units are lazed with 0:125 D.L.O.
tempered glass or 1.0',in glass. The lite frames ore sealed with OS0 :;
WIDTH
glazing compound on the exterior
ySashConstruction & glazing: The sesh is constructed from 24GA. (0.021min.) 6 galvanized
steel. The edges of, the face sheet are bent 90' over the poly--,, styrene
core and and glued to it. The sashes are routed to receive the ODL HP
Polyyppropylene ThermoFil—P6—.i0F7d0391) lite frame. The units are glazed with0.125' tempered glass or 1.0' ins. tempered glass. The lite frames ore seatedwithQSDglazingcompoundontheexterior. Frame
Construction: The frames are constructed from Ponderosa Pine jambs measunng4-=3 1.257. The head jambs are mortised and butt joined to thesidejambsendattachedwith (3) 16(;A. 2' x 7/16' crown ware staples. The
units use a slope adjustable aluminum threshold mecs...4.562' x 1.t73" 3 The
threshold is attached to the frame with-{3) 169a. 2',x 7116' crbvn' )ire staples. r
TABLE
OF. CONTENTS SHEET
1*0'='DESCRIPTION 1
GN R N T AN TYPI A ATI N 2
TI .: R . TI N BILL F MATFRIA 3
H RI- ONTA fgfeROSS: GTIONS-Wlr 7 4
H RI ONTA ' i-'CROSS SECTIONS NOTES 5
ANCHORING "•LOCATIONS &'DETAILS .K ; :•,;,,. 6
ANCHORING' LOCATIONS & 7'GLAZING' DETAILSr glIM-
01V
CO
Cc
INSWING
UNiT m DE
P• ESQ NOT>: `
HtfEN ItSED tN 4atl ELOCliY FiURR1GVrE, ZONES ulrrs
uCaT 6E"16UtifD 6;&,;v LoWod "PAt TMM Of 4'.00110" at 0* nt
sc;' a ussn w .s,;4ctSs ur;,'a ,serum x Ha+-+uect- SINGI
E.dc` DOUBLE W/OUT. SURFACE SOLTS OK ,1CT: 1
vn91 1.1 /MCVIV IV I \ ........ ,. ...-... ... ....... ..
Scope of Work
Phase 1: General Repair of
Existing Structure. Which
320' Includes but not Limited to,
C Repairing Existing Floor
Interior Walls (Studs,
Drywall & Paint). Install
l—
New Fixtures as Needed.
ExistingProperty Line Phase 1 Will be a General
L Structure
Rehab. of Existing
Structure.
o Phase 2: Will Consist of
Constructing Proposed
Addition. The Proposed
150' Add. Shall be Constructed
after Phase 1 is Complete.
20
After Phase 2 Completion,
J Stucco Entire Sttucture.
Exterior Stucco Shall be
Proposed Light Texture.
Addition P
IT
Phase 2 of
Construction)
Legal:
470 Legal Sec. 35 Twp. 19S Rge 30E
Beg. 190' S & 1628' W of NE Cor.
Run E 184.88' Then S 320' W
100' S 150' W 84.88' N 470' to
Beg.
PLAN FOR: ALMA MINGO
ADDRESS: 1709 W13TH ST.
FL O T 12LL4 DATE: 5/2003 SCALE: PAGE: PROP..
I. D.#35-19-30-300-0030-0000
EXISTING ROOF PITCH 4:12
REAR
PROPOSED ROOF PITCH 4:12
STUCCO ENTIRE EXT. OF
STRUCTURE EXISTING
AND PROPOPOSED
SIDE
ELEVATION
1 /8" = V-O"
PLAN FOR: ALMA MINGO '
ADDRESS: 1709 W13TH ST.
DATE:5/2003 SCALE:iNOTED PAGE:
PROP. I.D.#35-19-30-300-0030-0000 SI
a
24'4
7PORCH
T 91 20
1
II
11'N 1.9
75 1/
I
75
I`
75 1 312r. 3. 1'S 1/22.5 6" 1'6 1/275
3066
2546 2546 $$ 2546 2546
4'8/
ry 0- j
LIVING
12.16x 11.2
o
BEDROOM
10'2 x 11'6
N
DINING
BEDROOM
107 x 11'1
2.10 x 11*2
h
N N
b
BEDROOM
10'2 x 9'9
3
b ry N rn \ b
IiCHEHEN1 '
lox 10• Ifi fi
Q
1 2668
26M 2639
11'
BATH
6.
1 x 5.7 PORCH 1
11 25 13066
24. 2436 I
jlj 3•--I71"f-741,L 74 LIVING
AREA 24'
4 EXISTING
PLAN
FOR: ALMA MINGO ADDRESS:
1709 W13TH ST DATE.-
5/2003 SCALE- PAGE: PROP.
2— I.D.#35-19iS-
30-300-0030--0000
WWALL LEGEND
EXISTING
I
I
y
24'4 = PROPOSED
29xT4 t1'11 "' 1•g
1'4--3 3 3='kt'6 T" 3' 1 3 2 —3.
3046 3046
1a2 -
4'6
Im
or
LIVING
12'10x11"2
BEDROOM
Q 10*2 x 1 V6
v
CLOSET
iaz.lre
DINING
o
12'10 x 11'2
1az I \
J
Ti291BEDROOM
102xlo2 I f,
3040 3040
P.
MASTER BDRM
0 d
o 128x 14' KITCHEN \b om
247 `S 12'10x 70'
u
I 3068 STUDY
1219—
CLosET —10'2 x 6'T
TS 73 II 1 i
2668
cLosE MASTER BATHr
9'3 x T8 / I
BATH I LAUNDRY'
11'
T11 x 6'4/
u/2668
fCm
J 5
22s3
PORCH
1211 x 4'4 — J-
13'3 73 97 T6 3'5 13'SLIVINGAREAI
FLOOR
PLAN PLAN FOR: ALMA MINE. Scale
1/8" = 1'-0" ADDRESS: 1709 W13TH ST. DATE'.
5/2003 SCALE. PAGE: PROP.
I.D.#35-19-30-300-0030--0000 k
O'i 1-3 Z - -7 —1
MASTER BEDROOM PORCH
I
MASTER BATH
Iz
FRONT
IkN,
BEDROOM /
l
LIVING F:M.
DINING RM.
KITCHEN
LAUNDRY_
REAR
3D
INSIDE VLlCW
V\ilf
DLAN FOR: ALMA MINGOPADDRESS- 1709 W13TH ST.
DATE:5i2003 ,CALL_: PAGE:
PROP. I.D.#35-19-3i)-300-0030--(
a
SUBMITTAL NOTES
1. SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSSES SHALL BE A FLORIDA REGISTERED ENGINEER
AND SIGNED AND SEALED SHOP DRAWINGS INCLIDING CALCULATIONS SHALL BE SUBMITTED TO ARCHITECT
FOR REVIEW AND APPROVAL PRIOR TO FABRICATIO OR ERECTION. PRE-ENGINEERED WOOD TRUSSES SHALL BE
DESIGNED IN COMFORMANCE WITH F.B.C. LATEST EDITION,
2. SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACING FOR ERECTION AND HANDLING AND PERMANENT
BRACING AS REQUIRED BY SPECIALTY ENGINEER.
TRUSS NOTES:
1. TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS DESIGN.
PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL
BEAR THE SEAL OF THE ENGINEER.
2. TRUSS FABRICATOR SHALL PREPARE A 'FRAMING LAY -OUT' INDICATING THE LOCATION OF TRUSSES,
BEARINGS TRUSS SPACING, PITCH, BRACING LOCATION, AND OTHER INFORMATION DEEMED PERTINENT.
ARCHITECT WILL PROVIDE TO FABRICATOR, UPON REQUEST, ONE REVERSE SEPIA FOR THIS USE. FABRICATOR
SHALL SUBMIT 'FRAMING LAY -OUT' TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. UPON APPROVAL,
FABRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND POPER TEMPORARY AND ERECTION
BRACING,
4. PERMANENT BRACING AS INDICATED ON DRAWINGS SHALL BE MINIMUM 2X4 DIMENSION LUMBER WITH
2-16D NAILS IN NAILS IN EACH TRUSS, UNLESS INDICATED OTHERWISE. ADDITIONAL BRACING AS REQUIRED OR '
IRECOMMENDEDBYTRUSSDESIGNERORFABRICATORSHALLBEINCLUDEDANDINSTALLED. t
S.TRUSS FABRICATOR SHALL BE RESPONSiBLE TO COORDINATE ALL TRUSS DIMENSIONS WITH FIELD CONDITIONS
PRIOR TO FABRICATION. NOTIFY ARCHITECT IN WRITING IF ANY ADJUSTMENTS TO DRAWING DIMENSIONS ARE
RECOMMENDED OR REQUIRED. '
6. PROVIDE HURRICANE ANCHORS ANCHORS AS PER GOVERNING CODES AND REGULATION, AND AS INDICATED ON
DRAWINGS.
WEB MEMBER
SHEATING—\ CONTINUOUS LATERAL
BRACE (CB) REG-D. BY
TRUSS DESIGN AND AS
REQ'D. TRUSS FRAMING
PLAN 2X4 W/ 2-16d
NAILS AT EA. TRUSS.
2X4 DIAGONAL BRACE (DB)
CEILING—/
TYP. AT EA_ END WALL
20'-0" O.C. MAX.
INTERVALS ALONG LATERAL
CONT. BOTTOM BRACE (DB) BRACE.
2X4 AS REO'D. BY TRUSS
DESIGN & AS REQ'D IN
TRUSS FRAMING PLAN
COX LUMBER
M
PLAN FOR- ALMA MINGO
ADDRESS: 1709 VA'13TH ST.
DATE :512003 SCALE: PAGE:
PROP. I.D.#k35-19-30-300-0030--0000
2500 PSI CONC. FILL
I.
FOUNDATION PLAN
2)<4 RIDGE POST 's 4'-0" O.G. —
W-4-12d NAILS INTO RIDGE
RAFTER t SIMPSON H2.5 EA SIDE
a GROSS MEMBER a 5A5E
VALLEY PLATE
2X8 W/ 2 1//4"
DIA X 4" WD SC.REUU
o EA TRUSS
PRECAST LINTEL (8"W. FILLED AND UNFILLED
TOTAL ALLOWABLE SUPERIMPOSED LOAD - POUNDS PER LINEAR FOOT
ARK No. OMINA
CLEARSPAN
OTAL
LINTELSIZE
0 ILL
No STEEL
ILLED
0#5
A
FILLED
2)#5
B
L-2L-3
L-4
L-5
L-6
L-7
L-8
L-9
L-10
L-II
L-12
L-13
L-14
L-15
L-17 P.S.
L-18 P.S.
L-19 P.S.
L-20 (P.S.)
L-21 (P.S.)
L-22 (P.S.)
2'2' 2'8'
3'2'
4'0'
4'6'
5'2'
6'2'
7'0'
810'
9'2'
1010,
II'2'
1210,
12'8'
14'0'68
16'0'
1810,
1818, 20'8'
221'
3'6'
4'0'
4'6' 5'4'
5'10'
6'6'
7'6'
8'4'
9'4'
10'6'
II'4'
12'6'
13'4'
14'0'
17'4'
19'4'
20'0'
21'4' 24'0'
a a
NOTE: (P.S.) REPRESENT PRECAST LINTELS PRESTRESSED USING
2) 7/16' DIAMETER PRESTRESSING STRANDS.
kT)
DETAIL 'B'
DB.lOTES 5 BAR IN FILLED
CELLS AS SHOtLN
1/2" PLYWOOD W/ Bd NAILS a 4" O.G.
a PNL EDGES Sd NAILS a O.O
RIDGE OR HIP a INT EUFDF ORTS
RIDGE RAFTER 2X5
ATTACH TO VALLEY PLATE W/ 2-SIMPSON
H25
SIPIPSON U26 a EA OVERBUILT FRAMING
RAFTER
OVERBUILT FRAMING RAFTER 2X6
2X4 LAID FLAT GROSSING TWO TRUSSES MIN
a EA RIDGE POST ATTACH TO EA TRUSS W/
SIMPSON H2.5 2-1/4" DIA X 4" WD: SCREWS
CTYP)
1 1/2" GYP 5D.
DETAIL 'A'
ALL ROOF SURFACES BELOW OY_'R5UILT
FRAMING SHALL BE S-TEAT=D SAME AS
REST OF ROOF
TRUSS OR RAFTER AS REEO'D
IN PLAN
CONCRETE PLACED IN FIELD)
STD 180^ HOOK @ EACH END OF
J. PAST BEND. (TYP)LEG EXTENSION
7/32' STIRRUPS AT 4'-0* C-C
TIED OR WELDED)
lZ" Ta^ i4^ I
NUN. NIN.
NOTES:
I. MINIMUM COVERAGE OF STEEL - 1.5'
2. MIN. BEARING REQUIRED AT EA. END - 4'
TYPICAL LINTEL SECTION
PRECAST CONCRETE
QUALITY PRECAST COMPANY
STRONG' ON SERVICE
P.O. Box II - BRANDON, FORIDA 33509-0011
813) 685-5615
ORLANDO (407) 877-1000 FAX: (813) 653-3240 LAKELAND (941) L25-3070LAKEHELEN (904) 228-2112
PINELLAS (813) 821-6227 EASTERN POLK COUNTRY (941) 421-2019
DISTRIBUTORS FOR
LOTT'S CONCRETE PRODUCTS, INC. WEKIWA CONCRETE PRODUCTS
P.O. Box 771255 P.O. Box 279
WINTER GARDEN. FLORIDA 34777-1255 ZELLWOOD, FLORIDA 32798
SIMPSON U24 a 1/2" PLYWOOD NOTES,
EA. 2X4
1. FOUNDATION DESIGN BASED ON 2000 P.SF. MINIMUM ALLOWABLE BEARING
o10d NAILS PRESSURE SUBMIT SOILS REPORT BY FLORIDA REGISTERED L-NGINEERING FOR
INTO BLOCKING PRE-014G'RED WD REVIEW PRIOR TO FOUNDATION POUR.
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301-79 AND SHOP2X4C.ONT TRUSSES 9 24" O.G.
DRAWINGS WITH A.C.I. 315-8C. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT
o-12d NAILS FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR.
SIMPSON 3. CONCRETE 2B DAY STRIIJGTHI SLABS, FOOTINGf .I. 2500 P.S2/ 3/4" MAX J
AGGRsG.ATE. METAI&
4. REINFORCING STES-1 I ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE GRADE
40. 5.
STRUCTURAL DESIGN I$ BASED ON AN ENCLOSED STRUCTURE WINDOWS SHALL BE PRE-
ENG'RED / 2X4 BLOCKING • R-
1S INSULATION COVERED WITH STORM SHUTTERS OR PLYWOOD FOR HURRICANE CONDITIONS TO PREVENT PROJECTILE
PENETRATION. GABLE
TRUSS i 1/2" GYPSUM B GYSUM15D6. DESIGN LOADS: IN ACCORDANCE WITH F.C. 2001 ROOF
LIVE LOAD: 20 P.SF. 1WINDLOADS: IN ACCORDANCE F.B.C./ F.C. 2001 EDITION FOR I/2" PLYWOOD I 2X4 BRACE a 24" PRECAST CONCC7 LINTEL 120MPHREGIONREFERENCINGASE- O C
SCREENED YIVT INTERIOR PARTIONS 5 P.SF. PERPENDICULAR TO WALL FACE 7. PRE-
ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE W/ FB.C. Sd NAILSa4" FILLED KNOCKOUT I I TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED" DRAWINGS FOR APPROVAL O.C.
PRE-ENG'RED WD PRIOR TO FABRICATION. TRUSS a
24" O.G. BLOCK W/ #
5 BAR I I 8. LUMBER GRADE SHALL BE: CONT. I
WALL BEYOND A_ HEADER, COLUMNS, BEAMS #2 S.YP. OVERBUILT FRAMING
F15-1500 PSI B: WALLS,
BLOCKING, MISC. 02 SPF Irod NAILS
a 6" P.T. 2X8 fE CONT 1/2" GYP BD I I
PRE-ENG'
RED ALUMINUM C. SILL
PLATES 0S.YP. P.T. W/ 1/
2" tP A30-1 A.B: I a ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. O.G.
I I
WINDOW 10.
CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED I a2 O-C• II. THIS STRUCTURE DESIGN EMENDS TO ITEMS COVERED BY SSTD 10-99 EXCLUDED ARE
FINISHES, NON-STRUCTURAL ITEMS, MISC. PARTS OVERHEAD FILLED KNOCKOUT
tt DOORS, ROOFING,
WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS. ! r> BAR
IN FILLED I 12 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS. BLOCK W/
BARS CELL AS REO'D IN PLAN 13. CONCRETE MASONRY: ASTM C-W, WITH 26 DAY PRISM STRENGTH OF 2000 CONT I
P.S.I. MIN. WITH TYPE M OR S MORTAR MASONRY PRECAST LINTELS SHALL BE PROVIDED
ABOVE ALL OPENINGS. ALL MASONRY WORK SHALL BE IN ACCORDANCE W/ AC.I.
530 AND A,C.I. 531. PROVIDE MASONRY CLEANOUTS ALL FILLED CELL LOCATIONS. I I t * #
6
DOWEL
IN FILLED CELL I I ®
I AS REQ'D IN PLAN SCALE:3/
4"=V-0" I 1/2" GYP BD OVER 3/4 P.T.
FURRING 9 24" O.G. FILLED KNOCKOUT
5 DOWEL
111125" LAP BLOCK LU/ 05 BAR INTO I" coNc. DIA.
X 6" DEEP DRILLED I SLAB <
FTG HOLE PACKED W/ EPDXY GROUT GRADE XI
H
SE I 0
e
I STD
1
W 24" BOT
HAR GONT.
allCMu HOOK __
4
2 PUIL.
HST. LU;4LL SEA RICHARDSON ENGINEERING
CONSULTING ENGINEERS,'
ORLANDO FL I ROOF ad
NAILS
a 4" O.G. a SUPPORTED EDGES OF LIC# 0012380 / ID# EB_00166l3 1/2"
APA RATED C-D PLYWOOD W/ Sd NAIL PROJECT: , 1 SEAL.
a
6"
O.C. a INTERIOR SUPPORTS. END GABLE
Sd NAILS a .4" O.C. a PANEL EDGES OF CLIENT: SHEATHING 4
1/2" APA RATED C-D PLYWOOD W/ ad NAILS EXTERIOR WOOD
a 12" O.C. a INTERIOR SUPPORTS.(A FRAMED WALLS
I DESIGNED BY:
DRAWN BY: CHECKED BY. E I ROOF SHEATHING
PROVIDE ad NAILS a 4" O.C. GB GB
RBR ! DATE: JOB
NUMBER:SHEET: v I
TO -
END
GABLE -J WALL
1OFr
F-rgq