HomeMy WebLinkAbout801 W 18 St 05-338 addition porch and bathPermit # : O
Job -Address: ,,__
Description of Work: %i ZOA
CITY OF SANFORD PERMIT APPLICATION -
1Z
Historic District: Zoning: ,Yalue-of.Workz.S ,, 00 Z;C3
Permit Type: Building Electrical L" Mechanical Plumbing Z Fire Sprinkler/Alarm Pool
j Electrical' 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 WatcpClosets Plumbing Repair —Residential or Commercial
Occupancy Type: Residential Z, Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (
Attach Proof of Ownership & Legal Description)
Owners. Name & Address:
Phone: 32/ h
Contractor Name & Address:
bi R g 7" r_:. State License Number.
Phone & Fax: ii q
r
I! (,
Perst
Phone'
ta2ton: Bonding
Company: 9 i Address:
Mortgage
Lender: _ OL2 9 200L4 - Address: —r
4 Architect/Engineer:
Phone' Address: * '
Fax:
Application
is
hereby made to. obtain a permit IV thywMndynIffil.W. as indicated. [certify that no work or installation has commenced prior to the issuance ofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit mustbesecuredforELECTRICALWORK, 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 law: regulating construction andzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT vt VOURPAY Ml' - TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDINGYOURNOTICEOFCOMMENCEMENT. 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, andtheremaybeadditionalpermitsrequiredfromothergovernmentalentitiessuchaswatermanagementdistricts, state agencies, or federal agencies. Acceptance of emit
is verification that "flno fy aowner of the property of the requirements of Florida Lien Law, FS 713. 0 6 Si a
re of
Owtier/Agent — 'Date ---- _ _ Signature of Contractor/Agent Date rn wner/Agent's
e_—e 1P t
U
D9 0 , ocar StatftCFINW A
DE GRAVE Date MY COMMISSION # DD 164280
N, r EXPIRES: November
12, 2006 FOF FLO Bonded ThtugKudetNoO, ner/Agent is _ Persona11 'n wn VI f 4e Produced ID L ej k11 - Lp)
Q APPLICATION APPROVED BY: Bldg: Initial &Date)
Special Conditions: Print Contractor/
Agent's
Name Signature
of Notary -State of Florida
Date Contractor/Agent is _ Personally Known to
Me or Produced ID Zoning: Utilities: FD: Initial &
Date) (Initial &
Date) (Initial & Date)
UO C)J
7/ - -- -, - - NOTICE OF COMMENCEMENT
Permit No.
State of Florida
County of Seminole
Tax Folio No.
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 property and street address if available)
S'- a Az:' A 7 z L
2. General description of improvement: A. 0D1 <&' 9 /'c%Ff - 4 uio
3. Owner information
a. Name and address / n
1
i i m
y
b. Interest in property
c. Name and address of fee simple titleholder (if other than Owner)
4. Contractor
a. Name and address P zo
b. Phone number Fax number •%
0
5. Surety r'=
a. Name and address
A
b. Phone number-
c. Amount of bond
6. Lender
Fax number
a. Name and address MIMED . COPY
b. Phone number Fax number
Persons within the State of Florida designated by Owner upon whom notices or other c
provided by Section 713.13(1)(a)7., Florida Statutes:
a. Name and address 1
G?
b. Phone number
I `
I C N Fax number a a
8. In addition to himself or herself, Owner designates IN OV 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 tl3pdate of recording unless a -different
date is specified) '
Signature of Owner
Sworn to (or affirmed) and subscribed before me this 6L day of ' C _ , 20 C) L , by
Personally Known OR Produced Identification C- \
jS
pe of Identificati roduced l
2oS"a:•°.. FLORENCE A. DE GRAY'
ture of Notary Public, State of Florida * MY COMMISSION ri DD 16426'.
mmission Expires: s, t aQ
EXPIRES: November 12, 20'V
ArFOF Fop(; Bonded Thru Budget Notary Service
THIS INSTRUMENT PREPARED BY:
NAME
ADDR.
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 vour 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 licenses required by state law and by county or municipal licensing ordinances.
I;; do hereby state that I am qualified and capable of performing the
re u d 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 law on the permitted structure.
Oi e Builder Signahire ,'Date
1Li 4 n/l.4 /.tJ f
riij er/BuilderNanie
la 'q•
Aure of Notary —State of Florida Date m oEn M
m C3
o v
m
Owner is Personally Known to Me or has N '
Produced ID l— - 4'1 \—)()d) a m
y',a, u J '
CITY OF,`SANFORD BUILDING DIVISION i
OVVNER/BUILDER AFFIDAVIT z
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. ` ou. rnki
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, , do hereby state that I am qualified and capable of performing the
r q s ed 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 law on the permitted structure.
Builder Signature P
r ' CO
PO4 9
rint_ erBuilder Name X
m
Z.
Sign of Notary -State of Florida Date o
2 Q
o
0 0o mOrn
Owner is Personally own to Me or 4as
Produced ID(0 q 3S ``Q,; - L{_) i '
PLAT OF BOUNDARY SURVEY
for
VIRGINIA WILTON
Legal Description
LOTS 10, 11 and 12, 1S` ADDITION TO PINEHURST , according to the plat thereof as recorded in Plat
Book 5, Page 79, of the Public Records of Seminole County, Florida; AND ALSO LOT 140, PINEHURST,
according to the Plat thereof as recorded in Plat Book 3, Page 71, of the Public Records of Seminole County,
Florida.
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FND IRON &
CAP (/4042)
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45.4
211
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CAP (1114042) CAP (f4042) I
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141
SCALE: 1 "=30'
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SURVEY NOTES:
1) The street address of the above -described property is 801 18`" STREET.
2) The above -described property lies in a Flood Zone X.
30.00'
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SURVEYOR'S CERTIFICATE
This is to certify that I have made a Survey of the above described property and that the plat hereon delineated
is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical
Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes.
REVISIONS:
0m
PROJECT NO: 04_ S
KI NER SURVEYING, INC.
R. BLAIR KITNER - P.L.S. NO.,3382
Post Office Box 823, Sanford, F1. 32772-0823
407) 322-2000
SURVEY DATE: 2 1 OCT. Z004. CERTIFIED
CORRECT TO:
TYPICAL 3 LOCATIONS) TIE NEW EXISTING HOUSE EXISTING —0.4" ELEV.
FOOTING TO EXISTING WITH 2#5
BARS 6" EMBED WITH EPDXY 0.0" ELEV.
J1 f {! fir'it! TEj
w0.0" ELEV. (MATCH EXIST.) —0.4" ELEV. (MATCH EXIST.) LO Py
4" 2500 PSI CONCRETE WITH FIBER OVER" N
6 MIL VAPOR BARRIER OVER CLEAN 'LAMS REVIEWED 0
0
0 I
TERMITE TREATED COMPACTED FILL '' ®F S E®R
I
TYPICAL 20"x16" MONOLITHICTYPICALVERTICAL1 #5 REBAR
@ 96" o/c MAX o/c
FOOTING WITH 2#5
BARS01 55' --6"
FOUNDATION PLAN FOUNDATION NOTES
5 CORNER BAR _
ALL LAPS MIN, 25' "r '' "'-`'-'. -''-- ` — `--- '""' 1 ALL CONCRETE SLABS SHALL HAVE A COMPRESSIVE
STRENGTH OF NOT LESS THAN 2500 PSI @ 28 DAYS
SLABS SHALL BE REINFORCED WITH FIBER MESH
2, And 6 mil. VAPOR BARRIER
OVER CLEAN COMPACTED TERMITE TREATED FILL
GROUTED CELL W/ #5 DOWEL' — _--':; .: TWICE DIAMETER SLEEVE PIPE 3. CONCRETE FOOTINGS SHALL HAVE A COMPRESSIVEAROUNDPENETRATINGPIPE
THROUGH FOOTING STRENGTH OF NOT LESS THAN 2500 PSI O 28 DAYS
REINFORCE FOOTINGS WITH REBAR AS INDICATED
4. ALL BARS SHALL BE DEFORMED, AND CONFORM TO
ASTM DESIGNATION A305 grade 40,- AND BE
CLEAN AND FREE FROM RUST AND SCALE
TYPICAL REBAR LAP @ CORNERS TIE BEAMS & FOOTINGS 5. SPLICES MUST OVERLAP AT LEAST 25"
CONTINUITY 0
sEP o s 2004
CORNERS PENETRATION- DETAILIL - 6. ASSUMED 2500 PSF SOIL DENSITY
CONSTRUCTION TYPE: VI UNPROTECTED
N.T.S. CALF: 14 = -.0' # 1 243
BASIC WIND SPEED = 120 MPH
WIND IMPORTANCE FACTOR = 1.0
WIND EXPOSURE = CATEGORY B
STRUCTURAL PLAN SERVICE
INTERNAL PRESSURE COEFF.= .18 NOTE: THIS STRUCTURE HAS BEEN PROPOSED ADDITION ROY & VIRGINIA WILTON 531 South S.R. 434 Suite 2001 Ken Ehlers P.E.
AND DESIGNED TO MEET OR EXCEED THE
SPS Altamonte Springs, FL 32714 state certified 18243SANFORD, FLORIDA # COMPONENTS CLADDING
25.9 / —34.7 p.s.f.) 120 M.P.H. WIND REQUIREMENTS OF Phone (407) 295-8155 531 South S.R. 434 Suite 2005
DESIGN REQUIREMENTS LIVE LOADS SEC. 1606 OF THE 2001 FLORIDA fox (407) 295-8141 Altamonte Springs, FL 32714
ROOF = 20 PSF BUILDING CODE w/ 2003 REVISIONS
FLOORS, STAIRS, BALCONY = 40 PSF FILE #2564 Al
1
REMOVE EXISTING 48" WINDOW FOR NEW
4050SH WINDOW FOR EGRESS 1N BEDROOM
o
EXISTING FLORIDA RM.
EXISTING BEDROOM EXISTING FAMILY RM.
RETRO-FIT CELL REMOVE EXISTING WINDOW AND CMU
REMOVE EXISTING
FRAME WALL
1 #5 BAR VERT— KNEEWALL AND INSTALL A DOOR
SEE DETAIL) Z:
w
I C TIE NEW FRAME TO EXISTING
N
2068 GFI WITH (3)1 /2"x6" LAG SCREW
l- W/2" WASHERS o
2)2068CTYPICAL 2)2068 p i
J I
co
p W.I.C. I
2068 ( LOCAT ONS) TIE NEW CMU TO
CON
co G ITH # BARS C 32"o/c MIN.
0 6" EMBEDW/EP XY o 03' p" 29'-6„ 4' 13'-40100
Q
o
o 0
o SCREEN PORCH DO 1
3'-1
Ln
BOX FOR FAN BOX FOR FAN
CC) o
o 0
W/LIGHT W/LIGHT SOLARIUM M
BA H
O TYPICAL 24" TALL 8" CMU KNEEWALL
o WITH 8" POURED BOND BEAM WITH o
I u, m or_ 1 #5 BAR AND FILLED CELLS WITH 00 o
Cn
cn
i
ALUMINUM SCREEN
1 #5 BAR AT ENDS, CORNERS END
MAX. 96"
1 2"x8" FRAME WALL OVER
24" TALL CMU KNEEWALL
Q O GFI BY OTHERS)
o/c
0
N
LASS BLOC S GFI 3 50 3050 3050
L5 TYPICAL 4x4 PT POST W.P. V3'- 1 - 4'-0" 6'-4" 15'-4" 11'-2„ 0" 3'-0„ 3,_„ 3,-p„
55' -6"
WINDOW DESIGN PRESSURE REQUIREMENTS FLOOR • PLAN UC
AREA: SQ. FT. ALL SIZES & CONFIGURATIONS ELECTRICAL D I ST.
LIVING 187 POSITIVE PRESSURE OF 25.9 p.s.f.
SCREEN PORCH 477 NEGATIVE PRESSURE OF 34.7 p.s.f.
SOLARIUM 236 DOOR DESIGN PRESSURE REQUIREMENTS
ENTRY DOORS
TOTAL UNDER ROOF 900 ALL SIZES & CONFIGURATIONS SEP g 2 4POSITIVEPRESSUREOF25.4 p.s.f_
NEGATIVE PRESSURE OF 33.8 p.s.f.
SCALE: 1/4"-1'-0" #1824
CONSTRUCTION TYPE: VI UNPROTECTED
BASIC WIND SPEED = 120 MPH
WIND IMPORTANCE FACTOR = 1.0
WIND EXPOSURE = CATEGORY B
INTERNAL PRESSURE COEFF.= .18 NOTE: THIS STRUCTURE HAS BEEN PROPOSED ADDITION ROY & VIRGINIA WILTON SPS
FLORIDA
STRUCTURAL PLAN SERVICE
531. South S.R. 434 Suite 2001 Ken Ehlers P.E.
Altamonte Springs; FL 32714 18243
COMPONENTS AND CLADDING DESIGNED TO MEET OR EXCEED THE
120 M.P.H. WIND REQUIREMENTS OF
SANFORD, state certified #
Phone (407) 295-8155 South S.R. 434 Suite 200525.9 / —34.7 p.s.f.)
DESIGN REQUIREMENTS LIVE LOADS SEC. 1606 OF THE 2001 FLORIDA fox (407) 295-8141 AlAltamonte Springs, FL 32714
ROOF = 20 PSF BUILDING CODE w/ 2003 REVISIONS
FILE #2564 A2FLOORS, STAIRS, BALCONY = 40 PSF
7/8" STUCCO WITH
WIRE LATH ON FRAM
ATTIC RIDGE VENT
12
31
5/8" STUCCO OVER CMU
EXISTING ROOF
EXISTING WALL
CONSTRUCTION TYPE: VI UNPROTECTED
BASIC WIND SPEED = 120 MPH
WIND IMPORTANCE FACTOR = 1.0
WIND EXPOSURE = CATEGORY B
INTERNAL PRESSURE COEFF.= .18
COMPONENTS AND CLADDING
25.9 ./ —34.7 p.s.f.)
DESIGN REQUIREMENTS LIVE LOADS
ROOF = 20 PSF
FLOORS, STAIRS, BALCONY = 40 PSF
EXISTING ROOF
WY>10, 06
SCREEN SCREEN SCREEN SCREEN
y
Y
iA>,,,,,
FIBERGLASS SHINGLE
5/8 STUCCO OVER CMU
PARTIAL RIGHT ELEVATION
NOTE: THIS STRUCTURE HAS BEEN PROPOSED ADDITION
DESIGNED TO MEET OR EXCEED THE
120 M.P.H. WIND REQUIREMENTS OF
SEC. 1606 OF THE 2001 FLORIDA
BUILDING CODE w/ 2003 REVISIONS
5/8" STUCCO OVER CMU
FIBERGLASS SHINGLES -
7/8" STUCCO WITH
WIRE LATH ON FRAM
f
REAR ELEVATION
SLOPE 1 /4":1' EXISTING ROOF
7/8 STUCCO WITH
WIRE LATH ON FRAME
EXISTING WALL
5/8" STUCCO OVER CMU
PARTIAL LEFT ELEVATION
SEP 0 8 2004
18243
STRUCTURAL PLAN SERVICE
ROY & VIRGINIA WILTON 531 South S.R. 434 Suite 2001 Ken Ehlers P.E.
SANFORD, FLORIDA
SPS Altamonte Springs, FL 32714 state certified # 18243
Phone (407) 295-8155 531 South S.R. 434 Suite 2005
fax (407) 295-8141 Altamonte Springs, FL 32714
FILE #2564 A 3.
5'-0'
RIXF EDGE
4'-0'
L--------- — — --- — ----- — —:---
0-- O i
4'-0'
L----.-.---.-.---.-------------------._.
Q RIDGE
C-0' Q t
Z; O i Q
t i
D i ( I Q
ROOF ATTACHMENT PLAN
SHEATHING SHALL BE FASTENED WITH MIN. #8 GUN NAILS
ZONE 1 EDGES @ TRUSSES 6' D.C. AND INTERMEDIATE TRUSSES 12' D.C.
ZONE 2 EDGES @ TRUSSES 6' O.C. AND INTERMEDIATE TRUSSES 6' O.C.
ZONE 3 EDGES @ TRUSSES 6' O.C. AND INTERMEDIATE TRUSSES 6' D.C.
TOP CHORD BLOCKING @ C-0' D.C. MAX.
IN FIRST 2 FRAMING SPACES @ EA. END
RMF
ROOF SHEATHING
Iil ll
IIIIII
I I BUILDING WIDTH
Il
BUILDING LENGTH
ROOF SHEATHING LAYOUT
AND DIAPHRAGM BLOCKING
THING
2x8 SYP RIDG I TYP. 3) 12d NAILS
RAFTER TOPS TO RIDGE
2x6 RAFTERS `)A"^
w/2x4 VERTICAL
48 O.C. 2)12d NAILS STUDS INTO RAFTER
H2.5 EA. STUD TO PURLIN
1/4x4 SIMPSON SDS
WOOD SCREWS 48" O.C. 2x8 SPRUCE
2x4 PURLINS TO TRUSS CONT. AT VALLEY
BELOW MAX. 6" FROM
EfTRUSiSES
ROOF SHEATHING
UNDER VALLEY
OVERFRAME DETAIL
CONSTRUCTION TYPE: VI UNPROTECTED
BASIC WIND SPEED = 120 MPH
WIND IMPORTANCE FACTOR = 1.0
WIND EXPOSURE = CATEGORY B
INTERNAL PRESSURE COEFF.= .18
COMPONENTS AND CLADDING
25.9 / —34.7 p.s.f.)
DESIGN REQUIREMENTS LIVE LOADS
ROOF = 20 PSF
FLOORS, STAIRS, BALCONY = 40 PSF
NOTE: THIS STRUCTURE HAS BEEN
DESIGNED TO MEET OR EXCEED THE
120 M.P.H. WIND REQUIREMENTS OF
SEC. 1606 OF THE 2001 FLORIDA
BUILDING CODE w/ 2003 REVISIONS
FRAMING NOTES:
1. ALL LUMBER TO BE SOUTHERN YELLOW PINE #2
OR SPRUCE #2, MAXM.C. OF 19% EXTERIOR LUMBER
AND IN CONTACT WITH CONCRETE TO BE
PRESSURE TREATED.
2. ALL EXTERIOR DOORS AND DOOR TO GARAGE MUST
BE OF SOLID WOOD AND MINIMUM THICKNESS OF
1 3/8", OR SOLID CORE METAL
3. PROVIDE ADEQUATE BRACING AND BRIDGING TO
TRUSSES,TO RESIST WIND AND OTHER LATERAL
FORCES.
4. EXTERIOR WINDOWS AND GLASS DOORS
MUST MEET THE REQUIREMENTS OF 1107.4.2
OF THE FLORIDA BUILDING CODE
2001 EDITION
1707.4.2 EXTERIOR WINDOWS AND GLASS DOORS
1707.4.2.1 TESTING AND LABELING. EXTERIOR WINDOWS
AND GLASS DOORS SHALL BE TESTED BY AN APPROVED
INDEPENDANT TESTING LABORATORY, AND BEAR AN AAMA
OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE
MANUFACTURER, PERFORMANCE CHARACTERISTICS AND
APPROVED PRODUCT EVALUATION ENTITY TO INDICATE
COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING
SPECIFICATION:
WINDOWS— ANSI/AAMA/NWWDA 101/IS2 2/97
FULL BED OF MORTAR FASTEN METAL ANCHORS TO
TYP. 1/4' WIDE AT FACE ADJACENT USING (1).TAPCON
OF WALL MORTAR TO BE 3/16'x2-1/4' EACH FOR BLOCK
TYPE S OR M IN ACCOR- Q 0 OR EQUAL WOOD SCREW FOR
DANCE w/ASTM C 270 0 0 FRAME #8xI-1/2'
EXPANSION STRIP OR FASTEN METAL ANCHORS
SILICON CAULKING TO 16' O.C, VERTICAL AND
ALLOW FOR DIFFERENTIAL \\ - HORIZONTAL
MOVEMENT
HORIZONTAL JOINT
REINFORCING AS
REQUIRED FOR EACH
INSTALLATION
DETAIL AND GLASS BLOCK
PROPOSED ADDITION ROY & VIRGINIA WILTON
SANFORD, FLORIDA
EXIST. POURED TIE
i
OPEN BLOCK TO ALLOW jI I
NEW CELL FILLING
EPDXY DOWEL TO EXISTING
BEAM, MIN. 4" EMBEDMENT
i
LAP, NEW STEEL 25 O
ALL LOCATIONS MIN.
r
OPENINGS MAY VARY IN WIDTH"
OPEN BLOCK TO ALLOW
DOWEL INSTALATION.
CLOSE UP WITH FORM
AND FILL CELL TO .EXISTING
BOND BEAM. \ T
EPDXY DOWEL TO EXI
FOOTING, MIN. 4" EMI
DOWEL = # 5 RE —BAR ® 30" LENGTH MIN.
EPDXY = SIMPSON "SET" OR EQ. HIGH
STRENGTH EPDXY.
RETRO-FIT CELL DETAIL
25" MIN. LAP
CTANnADn Q('lAln
w
EMBEDMENT
PER 203:3.3
REINFORCING 3" MIN.
COVER
1 " MIN.
COVER
VERT. REINF.
IN GROUTED
CELL
CLEANOUT REQ'D
FOR GROUT LIFT
5 FT. UNLESS
FOOTING DWL. IS
NOT REQ'D.
STANDARD
HOOK
FOOTING
One Story Masonr W 11
sEP o 2004
SCALE: VARIES
STRUCTURAL PLAN SERVICE
S P S 531 South S.R. 434 Suite 2001
Altamonte Springs, FL 32714
Phone (407) 295-8155
fax (407) 295-8141
FILE #2564
1 .-
1, 0 PIERS
Ken Ehlers P.E.
state certified # 18243 .
531 South S.R. 434 Suite 2005
Altamonte Springs, FL 32714
A5
I
SHINGLE ROOFING
15 lb, FELT
1/2' COX PLYWOOD
or 7/16' OSB SHEATHING
HURRICANE STRAP
SEE FRAMING PLAN----.,
FACIA
W/DRIP EDGE
VENTED SOFFI
WINDOW
SEE FLOOR PLAN
PRE CAST SILL
TEXTURE FINISH
ON 8' CMU WALL
FINISH GRADE 8' in =
i-1 Hill
C IVA i
III,IIII o o
I
N 111
CONTINUOUS CONCRETE FOOTINGS A1 ' = 4 " SEE FOUNDATION PLAN)
2x8 RIDGE (3) 12d
RAFTERS TO RIDGE
2x6 RAFTERS @ 24' o/c
R-30 MIN, INSULATION (SEE ENERGY CALL)
L 2x6'CEILING RAFTERS @ 24'o/c
DRYWALL
W/(3)12d TO ROOF RAFTERS
8' CONC. U-BLOCK BOND BEAM,
1 #5 BAR MIN 25' LAP
PRE CAST HEADER
1/2' GYPSUM DRYWALL ON 3/4'
FURRING R3,0- MIN, INSULATION
SEE ENERGY CALC,)
SILL
1/2' DRYWALL ON
1x2 PT FURRING
R-4.2 INSULATION
1#5 BAR MIN 25' LAP
IN FILLED CELL(SEE FLOOR PLAN)
4' 2500 PSI CONCRETE SLAB w/ FIBER
II MESH or 6x6 10/10 W.W.M, OVER Emil
lI Ij VAPOR BARRIER OVER CLEAN COMPACTED
Ilt—
TERMITE TREATED SOIL
TYP. WALL SECTION CMU
CONSTRUCTION TYPE: \4 UNPROTECTED
BASIC WIND SPEED = 120 MPH
WIND IMPORTANCE FACTOR = 1.0
WIND EXPOSURE = CATEGORY B
INTERNAL PRESSURE COEFF.= .18 NOTE: THIS STRUCTURE HAS BEEN .
COMPONENTS AND CLADDING DESIGNED TO MEET OR EXCEED THE
25.9 / —34.7 p.s.f.) . 120 M.P.H. WIND REQUIREMENTS OF
DESIGN REQUIREMENTS LIVE LOADS SEC. 1606 OF THE 2001 FLORIDA
ROOF = 20 PSF BUILDING CODE w/ 2003 REVISIONS
FLOORS, STAIRS, BALCONY = 40 PSF
NEW 90 LB, TORCH DOWN BITUMEN ROOFING
ON 15/32' COX OR 7/16' OSB
HURRICANE STRAP
SEE FRAMING PLAN
FACIA
W/DRIP EDGE
VENTED SOFFIT
WINDOW
SEE FLOOR PLAN
7/8' STUCCO WITH WIRE LATH
ON 1/2' CDX OR 7/16 OSB 151b —
FELT ON STUD WALL
SILL
8' CONC, U-BLOCK BOND BEAM.
1 #5 BAR MIN 25' LAP
TEXTURE FINISH
ON 8' CMU WALL
FINISH GRADE 8' r7in
I
I I I
CONTINUOUS CONCRETE FOOTINGS 1 — 4 ' SEE FOUNDATION PLAN)
RAFTERS IF 24' o/c
R-30 MIN, INSULATION (SEE ENERGY CALL)
1/2' DRYWALL
2)2x8 TOP PLATE WITH SP2 @ 32' o/c
HEADER ABOVE WINDOWS
SEE CHART)
2)2x8 STUD WALL @ 16' o/c
W/R-30 INSULATION
2x8 PT PLATE WITH 1/2'x8' ANCHOR
BOLTS @ 32' o/c WITH 2' WASHERS
AND SP1 CLIPS @ 32' o/c STUD TO PLATE
1/2' DRYWALL ON
1x2 PT FURRING
R-4.2 INSULATION
1#5 BAR MIN 25' LAP
IN FILLED CELL(SEE FLOOR PLAN)
FIR
1= 4' 2500 PSI CONCRETE SLAB w/ FIBER
MESH or 6x6 10/10 W,W,M, OVER Emil
II(I11'1 VAPOR BARRIER OVER CLEAN COMPACTED
TERMITE TREATED SOIL
TYP. WALL SECTION CMU
SEP 0 8 2004
SCALE I12 = #18243
STRUCTURAL PLAN SERVICE
ROY & VIRGINIA WILTON 531 South S.R. 434 Suite 2001 Ken Ehlers P.E.
SANFORD., FLORIDA SPS Altamonte Springs, FL 32714 state certified # 18243
PROPOSED ADDITION
Phone (407) 295-8155 531 South S.R. 434 Suite 2005
fox (407) 295-8141 Altamonte Springs, FL 32714
FILE #2564 A 6
DOUBLE TOP PLATE
OR RAFTER
TRUSS
TRUSS CONNECTORSP8EA. //
STUD
SP2
CRIPPLE STUDS LSTA 12
IIMIN. DBL. 2x6 HDR.
LSTA 1 FULL LEN
WALL STL
HEADER STUDS
MID -WALL
CON T.
SEE WALL
SP1
NAIL PER
SCHEDULE
SP1
P.T. SILL PLATE -SP8 EA. STUD
3TH
DS
BLKG
SECTION
LOAD BEARING WALLS
HEADER/STUD/STRAP CHART
A2 S.YP. MAXIMUM HEADER STUDS) FULL LENGTH STRAP(S) AT
HEADER SPAN. a EACH END STUDS e EACH EACH END OF
SIZE END HEADER
2) 2'X6' T-I' 1 1 1
2) 2'X8' 61-0' 1 1 1
2) 2'XIO' 81-2' 2 2 2
2) 2'Xl2' 12'-3' 2 2 2
SIMPSON LSTA 12 OR USP LAST12 WITH SIMPSON
SP8 DR USP SPS8 2 EA. JACK STUD.
PROVIDE 1 SIMPSON SP8 OR USP SPT8 a THE .TOP
AND BOTTOM OF ONE WALL STUD AT EACH SIDE OF OPENINGS.
zx PAD BEAMS OUT TO MATCH 2x8 STUD WIDTH -
FRAME OPENING DETAILS
CONSTRUCTION TYPE: VI UNPROTECTED
BASIC WIND SPEED = 120 MPH
WIND IMPORTANCE FACTOR = 1.0
WIND EXPOSURE = CATEGORY 8
INTERNAL PRESSURE COEFF.= .18
COMPONENTS AND CLADDING
25.9 / —34.7 p.s.f.)
DESIGN REQUIREMENTS LIVE LOADS
ROOF = 20 PSF
FLOORS, STAIRS, BALCONY = 40 PSF
NOTE: THIS STRUCTURE HAS BEEN
DESIGNED TO MEET OR EXCEED THE
120 M.P.H. WIND REQUIREMENTS OF
SEC. 1606 OF THE 2001 FLORIDA
BUILDING CODE w/ 2003 REVISIONS
U-Precast Lintel OX16" composite)
Total Allowable Su erirl osed Load - Pounds Per Linear Foot.
Mark o, Nominal
Clear
Span
Total
Lintel
San
Filed
IA5 T&B
C
Filled
I)#5T(2A5B
D
Filled
245 T & B
E
L-2
L-3
L-4
L-5
L-6
L-7
L-8
L-9
L-10
L-11
L-12
L-1.3
L-14
L-15
L-16 (P,S.)
L-17 (P.S.)
L-18 (P.S,)
L-19 (P,S.)
L-20 (P.S.)
L-21 (P.S,)
L-22 (P.S.)
1'6'
22'
218'
32'
4'0'
4'6'
52'
6'2'
710'
8'0'
9'2'
1010'
11?
12'0'
12'8'
13'4'
14'0'
16'0'
1810'
18'8'
20'8'
22'8'
2'10'
3'6'
410'
4'6'
514'
5'10'
6'6'
TV
8'4'
9'4'
10'6'
11'4'
12'6'
13'4'
14'0'
14'8'
15'4'
IT4'
19'4'
20'0'
21'4'
24'0'
12374 12591 12867
8488 8680 8871
6868 7023 7178
5772 5902 6033
4546 4649 4753
4028 4120 4212
3382 3460 3538
2908 2975 3042
2548 2607 2666
2215 2267 2319
1918 1936 2009
1749 1790 1 1832
1554 1591 1628
1438 1473 1507
1356 1389. 1421
1395 1448 1512
1326 13.76 1437
1153 1197 1250
1019 1057 1104
980 1017 1063
880 913 954
740 775 801
Note: (P,S,) represent precast lintels prestressed using
2) 7/16' Diameter. Prestressing Strands.
2500 PSI CONC. FILL
CONCRETE PLACED IN FIELD)
SEE SCHEDULE FOR STEEL REINFORCEMENT
AND TIE BEAM ABOVE
STD 180D HOOK @ EACH END OF
STIRRUP W/2 1/2' LEG EXTENSION
PAST BEND, (TYP)
7/32' STIRRUPS AT 4'-0' c-c
TIED OR WELDED)
1, MINIMUM COVERAGE OF STEEL - 1.5'
2. MIN, BEARING REQUIRED AT EA. END - 4'
GENERAL' NOTES
1) CODES:
1.1 FLORIDA BUILDING CODE 2001
12 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-98).
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES (ASCE 7-98).
2) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI
212. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI
2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI
2.2 REINFORCING BARS:
2.3 PRESTRESS STRANDS ASTM A416 7-WIRE
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
3) MASONRY:
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION
OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530.
3.2 MINIMUM MASONRY UNIT STRENGTH: F'm 1250 PSI.
3.3 MORTAR SHALL BE TYPE S,
4) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8'
WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTION 210121
OF THE 2001 EDITION OF THE FLORIDA BUILDING CODE)
5) CONTRACTOR:
5.1 CONTRACTOR/MASON TO VERIFY ALL LINTEL SPANS PRIOR
TO ORDERING/ INSTALLATION
6) CONTRACTOR:
6.1 ENGINEER OF RECORD MUST BE NOTIFIED FOR REVIEW IF GARAGE
LINTEL IS LESS THAN 8X16 COMPOSITE
NOTE: EXTRA TIE BEAMS OR COURSES
BETWEEN LINTEL AND TIE BEAM
POURED SOLID ARE ACCEPTABLE
A SINGLE SOLID FILLED LINTEL OF THE SAME LENGTH
MAY BE USED TO SEPARATE DOORS AND WINDOWS
FROM TRANSOM ABOVE, TOP PRECAST TO BE
SIZED PER PLAN
LINTEL SECTIbN
CONCRETE SCALE: VARIES
IN
ROY BC VIRGINIA WILTON
STRUCTURAL PLAN SERVICE
PROPOSED ADDITION SPS 531 South S.R. 434 Suite 2001QSANFORD, FLORIDA Altamonte Springs, FL 32714
Phone (407) 295-8155
fox (407) 295-8141
FILE #2564
U-TYPICAL
PRECAST
S E P 0 8 2004
ai 182 3
Ken Ehlers P.E.
state certified # 18243
531 South S.R. 434 Suite 2005
Altamonte Springs, FL 32714
A7