HomeMy WebLinkAbout122 W 19 St 05-1230 garage and roof (2)d
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PERMIT ADDRESS a . SUBDIVISION
En
CONTRACTOR
PHONE NUMBER
PROPERTY OWNER
ADDRESS
t -Z-o -)-
PHONE NUMBER yC 1 _ a " 0 \\
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
PERMIT # Cj ': l a 3 U DATE ) - ;) PJ 0
PERMIT DESCRIPTION Y4
QD
17
PERMIT VALUATIONX
SQUARE FOOTAGE 00
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NOTICE OF COM MNCEMENT
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.
taa t0,.f4 tLS+
1. Description of property: (legal description of the property and street address if availnable)
A-C J, A i L7Q " -}- _ b \ A •%- - S r s .' - A-< r_X n — — lcr(J
2. General description of improvement:
3. Owner information
a. Name and address
b. Interest in property /f 0
c. Name and address of fee simple titleholder (if other than Owner) 1111111 III 11111 A 1111111111111111 a 11 dl 1 to ill III
4. Contractor
MARYANNE MORSE, CLERK OF CIRCUIT COURT
a. Name and address <n SEMINOLE COUNTY
BK 05595 FAG 1408
b. Phone number Fan nujqI& RK' S # 2005015098
5. Surety RECORD .08:06:06 AN
a. Name and address kD0 L_)f' RECORDING FEES 10.00
RECORDED BY L MUKInley
b. Phone number Fax number
c. Amount of bond
6. Lender
a. Name and address 1-7a IJf
b. Phone number Fax number
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes -
a. a. Name and address —( , { sca, f- r_ t` . I t n . 14
b. Phone number Y07
8. In addition to himself or herself,
Fax number i7 f
designates . of
713.13(1)(b), Florida Statutes.
to receive a copy of the Lienor's Notice as provided in Section
a. Phone number Fax number
9. Expiration date of notice of commencement (the expiration date is 1 year from the re g unless a differ nt
date is specified)
011 Signature of Owner
Sv oUo(or aff need) and subscribed before me this o da , 2V IF1 D WpY
MARYANME MORSE
Personally Known FOR Produced Identification CLRK OF CIRC IT COURT Type
of Identifica ' P oduced S NO U T . tORIDA A jj t_ 61
res: tate of Florida Marcia
LStoutamire MY COMMISSIONS
DD143514 EXPIRES September 7,
2006 oF ?:V
BONDEDTHRUTROY FAIN INSURANCE•INC THIS INS MENT
PREPARED BY: - 'UE#UTV t:LE NAME / /` /' 11 n
ADDR. AN L
Permit # : o V
ab Address:
jjP.eafn--ptibn of Work: v
Historic District:
114
CITY OF SANFORD PERMIT APPLICATION
Date:
1
7 'i T ! S ?- SA..v lrirk'
Zoning: ValuefofWork: S
Permit Type: Building -Y-- Electrical -410-- Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration -Y-- 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
NPlumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential -P Commercial Industrial Total Square Footage: .O
Construction Type:r6# of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for ofhe.r than X)
Parcel #:
OVw, ners Nme & Address:
Contractor Name &
Attach Proof of Ownership & Legal Description)
s
State License Number:
Phone & Fa::
i /
I i 1 I 4 r—Tz= ont+'Pis n: Phone:
Bonding Company:
Address:
Mortgage Lender: ,;' A
Address: —_
Architect/Engineer: if Phone: _
Address: m` Fax: R1 6M V im I V 60
Application is hereby ` o in a permit to do the work and insmilatioos•asiadicated. 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: 1 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 reqe ents of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofuir
this county, and there may be a " onal permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of perm' n 1 wiZnoe owner of the property of the requirements of Florida Lien Law, FS 713.
Sim ftw/nerr/Agent w ate- Signature of Contractor/Agent Date
I DF
Signiaqure oft' NryFlotaSDate uHtNA.
D GRAVE MY
COMMISSION N DD 164260 EXPIRES:
November 12, 2006 Ownei/
Agene or Produced ID ,*
IN 2\OU Print Contractor/
Agent's Name Signature of
Notary -State of Florida Date Contractor/Agent
is _ Personally Known to Me or Produced ID
APPLICATION APPROVED
BY: Bldg V Zoning: Initia &Date) (
Initial & Date) Special Conditions:
Utilities: FD:
Initial & Date) (
Initial & Date) a
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: 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 uilding codes, and zoning regulations.
1, '' /--I /, do hereby state that I am qualified and capable of performing the
r uested 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 lay,6n the permitted structure.
Otiv0r• 0 'lder Signature ' wRate _ x` r
P ' t OwnerGBuilder Name
m m _
lit,
T
o 00a
cn Z
is l a lG m o
s ture Notary —State o Florida Date Z v
c S v m
O, s
o mm
Owner is Personally Known to Me or has ' o
Produced ID 'M jk,,- p- - , \ -'S' -O
CITY OF SANFORD BUILDING DIVISION
OWNER(BUILDER 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 Iris
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 proper[, 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 stricture by the owner -builder within I vcar
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 qualifi, 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 $25.000. The home or
building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or
lease more than one building you have wired yourself within I year after the construction is complete, the
law will presume that you built it for sale or lease, which is a violation of this exemption. You may not
hire an unlicensed person as your electrical contractor. Your construction shall be done according to
building codes and zoning regulations. It is your responsibility to make sure that people employed by you
have licen es required by state law and by count\, or municipal licensing ordinances.
1, do hereby state that I am qualified and capable of performing the
re ested construction involved with the permit application filed.
I will assume full responsibility as an Oxyner/Builder Contractor, and will personally supervise all work
alloyed by law- i the permitted structure.
Otteer"/Bui1dbrr Signature a
ni10'tner%Biiil`dcr Namc
64
No R =0 o sazureofofFlondaDate5z
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oa
Owner is Personaliv Knoxyn to Me or h. N N o cProducedIDb36 '<,Ua _ scl, pa
g$om
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
JT:Za>l 7 G I r act n1 1. t u . rc n.c tii. rnvr. tn. n
11 1111
111111.1
1
HroFrr;A'0 P a,xr
cjirrkei
1101 F... F1r31 St.
auloId 1.1. 32, 71
411"-4n. - 7MW
GENERAL
Parcel Id: 36-19-30-506-0000- Tax District: S1-SANFORD
0880
Owner: MEDER KATHLEEN Exemptions: 00-
B HOMESTEAD
Address: 122 W 19TH ST
City,State,ZipCode: SANFORD FL 32771
Property Address: 122 19TH ST W SANFORD 32771
Subdivision Name: SANFORD HEIGHTS
Dor: 01-SINGLE FAMILY
4 Q Back
2005 WORKING VALUE SUMMARY
Value Method: Market
Number of Buildings: 1
Depreciated Bldg Value: $95,405
Depreciated EXFT Value: $0
Land Value (Market): $16,920
Land Value Ag: $0
Just/Market Value: $112,325
Assessed Value (SOH): $87,394
Exempt Value: $25,000
Taxable Value: $62,394
SALES
2004 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp
WARRANTY DEED 11/1998 03534 0274 $89,900 Improved
Tax Value(without SOH): 1,807
WARRANTY DEED 01/1998 03362 0494 $41,000 Improved
2004 Tax Bill Amount: 1,245
WARRANTY DEED 05/1988 01956 1640 $49,400 Improved
Save Our Homes (SOH) Savings: 562
WARRANTY DEED 08/1981 01354 0803 $39,500 Improved
2004 Taxable Value: 60,764
WARRANTY DEED 06/1980 01281 1746 $32,000 Improved
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
Find Comparable Sales within this Subdivision
LAND
Land Assess Method Frontage Depth
Land Unit Land LEGAL DESCRIPTION PLAT
Units Price Value
LEG LOT 88 SANFORD HEIGHTS PB 2 PG 63
FRONT FOOT &
60 127 .000 300.00 $16,920
DEPTH
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1930 6 1,566 2,412 1,566 SIDING AVG $95,405 $113,917
Appendage / Sgft OPEN PORCH FINISHED 1126
Appendage / Sgft GARAGE FINISHED / 720
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes.
Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value.
http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=361930506000O088(... 12/28/2004
BOUNDARY SURVEY FOR
KATHLEEN B MEDER
SEC T l ON 36 . TO WNSH / P / 9 SOUTH. RANGE 3 0 EA S T
THE CITY OF SA NFORD . SEM / NOL E COUNTY. FL OR l DA
REAL PROPER T Y DESCRIPTION:
Lot 88 of SANFORD HEIGHTS, according to the plot thereof' as recorded in Plot Boob' 2.
Pages 62 and 63 of the Public Records of Sevinole County. Florida.
FLOOD CERTIFICATE:
By graphic plotting only. this property is in Zone X of the flood Insurance Rate Mop.
Community Panel 120294 0045 E. which bears an effective date of April 17. 1995. and
is not in a special flood hazard area. No field surveying was performed to determine
this zone.
FND NAIL A CAP ICAPILLEGIBLE
I --
l
ABBREVIATIONS LEGEND:
f...............................CENTER LINE
FND.............................FOUND
I. D.............................IDENTIFICATION
IRON. ...........................IRON BAR SET OR FOUND AS NOTED
Ctin"FOn'A: i Jii L i CENSE NUMBER-- -
L.B.220.........................CORPORATE REGISTRATION NUMBER OF
DOUDNEY SURVEYORS. INC.
No..............................NUMBER
R/w'.............................RIGHT-OF-MAY
DIRT DRIVE)
FND112'IRON/ 4PLATTED A L L E NO
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0.31'E 6 0.88'S N 89°5/ ' /5 "E 60. 00 ' SET
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L ° I . D. - - N 89 5 I ' l 5 "E TREE- - - - I
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L) C C PAGE
I OF I JOB NO. 92-98 l49
panrr.r-rrnNAL SURVErDRS AND MAPPERS zoo EAST COMMERCIAL STREET SANFDRD. FLGRIDA 3z771 1407! 3zz
MII
MiTek
RE: MEDER -
Site Information:
Project Customer: KATHY MEDER Project Name: GARAGE ADDITION
City: SANFORD FL County: SEMINOLE CO
MiTek Industries, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO 63017-5746
Telephone 314/434-1200
Fax 314/434-5343
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2001 Design Program: MiTek 20/20 6.1
Wind Code: ASCE 7-98 Wind Speed: 120 mph Design Method: Main Wind Force Resisting System ASCE 7-98
Roof Load: 47.0 psf Floor Load: N/A psf
This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Job ID# Truss Name Date
11 117596730 1 MEDER JA 112/9/04
12 117596731 1 MEDER 1A1 112/9/04
The truss drawing(s) referenced above have been prepared by MiTek
Industries, Inc. under my direct supervision based on the parameters
provided by Accu-Span.
Truss Design Engineer's Name: Budiman, Junaidie
My license renewal date for the state of Florida is February 28, 2005.
NOTE:The seal on these drawings indicate acceptance of
professional engineering responsibility solely for the truss
components shown. The suitability and use of this component
for any particular building is the responsibility of the building
designer, per ANSI/TPI-2003 Chapter 2. December 9,2004
Budiman, Junaidie
Job Truss Truss Type Oty Ply
17596730
Ml A FINK 14 1
Job Reference I
ACCU-SPAN TRUSS, LONGWOOD. FL. 32750 6.100 s Sep 17 2004 MiTek Industries, Inc. Thu Dec 09 14:47:59 2004 Page 1
141-0 6-0.6 11.5-0 16-9-10 22-10-0 24.6.0
1-6-0 6-0-6 5-4-10 5-4-10 6-0-6 1-8-0
Scale = 1.42 8
4x6 =
4
500 12
2x4 \\ 2x4
3 5
ci
2 6
1
7
3x6 = 9 8 3x6 =
5x6 = 3x4 =
i 7-9-15 15 1 l 22-10-0
i
7-9.15 7-2-2 7-9-15
Plate Offsets Y : 9:030 030
LOADING ll SPACING 2-" CSI DEFL in (loc) Udefl Ud PLATES GRIP
TCLL 300 Plates Increase 1.33 TC 0.49 Vert(LL) 0.09 9 >999 360 MT20 2441190
TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.20 8-9 >999 180
BCLL 00 Rep Stress Incr YES W B 0.19 Horz(TL) 0.05 6 n/a n/a
BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 102lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 4 4 oc puriins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-13 oc bracing.
WEBS 2 X 4 SYP No 3
REACTIONS (lb/size) 2=1197/0-".6=1197/0-4-0
Max Harz 2=150(load case 4)
Max Uplift2=-644(load case 4), 6=-644(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/24, 2-3=-1926/933, 3-4=-1674/858, 4-5=-1674/858, 5-0=-1926/933, 6-7=0/24
BOT CHORD 2-9=-864/1766, 8-9=-452/1215, 6-8=-714/1766
WEBS 3-9=-373/389, 4-9=-296/558, 4-8=-296/558, 5-8=-373/389
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind. ASCE 7-98; 120mph (3-second gust), h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone;
cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 644 lb uplift at joint 2 and 644 lb uplift at joint
6.
LOAD CASE(S) Standard
Junaidie Budiman, FL Lic #4516
MiTek Industries, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
FL Cert #6634
December 9 2004
A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty,
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component Suite #300
Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not truss designer. Bracing shown Chesterfield, MO 63017
Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the
erector Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION
Failure to Follow Could Cause Property
3/ 1. *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
1. Additional stability bracing for truss system, e.g. diagonal
and Securely Seat. or X-bracing, is always required. See BCSIII.
0 -'/ie" 1 2 3
TOP CHORDS 2. Never exceed the design loading shown and never stack
c,-2 c2a materials on inadequately braced trusses.
0 WEBS 3. Provide copies of this truss design to the building
designer, erection supervisor, property owner and all
For 4 x 2 orientation, locate Ac44X ,, 3 ,t` 3Ir other Interested parties.
plates 0 -1/ie"from outside
O
a = 4. Cut members to bear tightly against each other.
edge of truss. o a 5. Place plates on each face of truss at each joint and
c' a ' cse embed fully. Knots and wane at joint locations are
BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1.
required direction of slots in 8 7 6 5
6. Design assumes trusses will be suitably protected from
Connector later. p the environment in accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication.
software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for
THE LEFT. use with fire retardant or preservative treated lumber.
PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber Is a non-structural consideration and is the
The first dimension is the width
NUMBERS/LETTERS. responsibility of truss fabricator. General practice
4 X 4 perpendicular to slots. Second is to camber for dead load deflection.
dimension is the length parallel 10. Plate type, size, orientation and location dimensions
to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements.
LATERAL BRACING 11. Lumber used shall be of the species and size, and in all
Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
respects, equal to or better than that specified.
by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at
output. Use T, I or Eliminator bracing spacing shown on design.
if indicated. ICBO 4922, 5243, 5363, 3907
13. Bottom chords require lateral bracing at 10 ft. spacing`
SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted.
BEARING
1
Indicates location where bearings
14. Connections not shown are the responsibility of others.
supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior
reaction section indicates joint approval of a professional engineer.
number where bearings occur. 16. Install and load vertically unless Indicated otherwise.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction. M ITeke
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate 2004 Mitek®
Connected Wood Trusses.
Job Truss Truss Type Oty Ply
17598731
MEDVR Al FINK 2 1
Job Reference (optional)
gCCU-SPAN TRUSS, LONGWOOD, FL. 32750 6.100 s Sep 17 2004 MTek Industries, Inc. Thu Dec 09 14:47:59 2004 Page
l
14;-0 115-0 22-10-0 24-6-0
141-0 11-5.0 11 S-0 1-8-0
SCale = 1:42.8
4x6 =
6
5 7
500 12
4 6
3 9
2 10
11 1 '
3x4 = 19 16 77 76 15 14 73 12 3x4 =
3x4 =
22-10-0
22-10-0
LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl Ud PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 024 Vert(LL) 0.01 11 n/r 180 MT20 2441190
TCDL 7.0 Lumber Increase 1.33 BC 013 Vert(fL) 0.02 11 n/r 80
BCLL 0.0 Rep Stress Ina YES WB 0.10 Horz(fL) 0.00 10 n/a n/a
BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 109lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=365/22-10-0, 10=365/22-10-0, 15=163/22-10-0, 16=226/22-10-0, 18=38/22-10-0, 19=490/22-10-0, 14=226/22-10-0, 13=38/22-10-0, 12=490/22-10-0
Max Horz2=150(load case 4)
Max Uplift2=-224(load case 4), 10=-250(load rase 5), 16=-147(load case 4), 18=-43(load case 4). 19=-318(load case 4), 14=-145(load case 5), 13=-43(load case 5),
12=-318(load case 5)
Max Grav2=365(load case 1). 10=365(load case 1). 15=163(load case 1), 16=232(load case 6), 18=38(load case 1), 19=491(load case 6), 14=232(load case 7),
13=38(load case 1). 12=491(load case 7)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/47, 23=-90/85, 3-4=-72/179, 4-5=-27/200, 5.6=-42/243, 6-7=-42/235, 7-8=-27/165, 8-9=-72/135, 9-10=-88f73,
10-11=0/47
BOT CHORD 2-19=0/150,18-19=0/150,17-18=0/150,16-17=0/150,15-16=0/150,14-15=0/150,13-14=0/150,12-13=0/150,10-12=0/150
WEBS 6-15=-130/0, 5-16=-178/168, 4-18=-46/61, 3-19=362/347, 7-14=-178/165, 8-13=46/62, 9-12=362/346
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone;
cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek 'Standard Gable
End Detail'
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-M oc.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 lb uplift at joint 2, 250 lb uplift at joint 10,
147 lb uplift at joint 16, 43 lb uplift at joint 18, 318 lb uplift at joint 19, 145 lb uplift at joint 14, 43 lb uplift at joint 13 and 318 lb uplift at joint
12.
LOAD CASE(S) Standard
Junaidie Budiman, FL Lic #4516
MiTek Industries, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
FL Cert.#6634
A WARNING - Ver(fy deargn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty,
Design valid for use only with MITek connectors This design Is based only upon parameters shown, and Is for on Individual bullding component Suite #300
Applicability of design parameters and proper Incorporation of component is responslblllty of bullding designer - not truss designer. Bracing shown Chesterfield, MO 63017
Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI I Building Component MiTekSafetyInformationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI 53719.
Symbols
PLATE LOCATION AND ORIENTATION
13/, *Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
O'1/16
O
For 4 x 2 orientation, locate
plates 0 - 1/16" from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated.
BEARING
Indicates location where bearingstw (supports) occur. Icons vary but
IiF reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSIITPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
TEE-LOK
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
o
designer, erection supervisor, property owner and all
other Interested parties.
O
4. Cut members to bear tightly against each other.
U
5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPI1.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPIII.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Mitek®
AUGUST 1, 2003 1 Standard Gable End Detail ST-GE120-001
00
a aa
0 00
0 00
a
MiTek Industries, Inc.
DIAGONAL BRACE
4'-0' O.C. MAX
ri
Typical x4 L-Brace Nailed To
2x Vert_icals W/10d Nails, 6" o.c.
Vertical Stud
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
12
Q Varies to Common Truss
Page 1 OF 1
Vertical Stud
4) - 16d Common
DIAGONALL
Wire Nails
16d Common
Wire Nails
Spaced 6' o.c.
2) - 10d Common 2x6 Stud or
Wire Nails into 2x6 2x4 No.2 or better
Typical Horizontal Brace
Nailed To 2x_ Verticals
SECTION A -A w/(4)-10d Common Nails
2x4 Stud
SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST
DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH (2) - 10d NAILS AT EACH END.
t
ATTACH DIAGONAL BRACE TO BLOCKING WITH
i 3x4 = (
5) - 10d COMMON WIRE NAILS. jBtiB
4) - 8d NAILS MINIMUM, PLYWOOD
SHEATHING TO 2x4 STD SPF BLOCK
Diagonal Bracing ** - L-Bracing Refer
Refer to Section A -A to Section B-B
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND
WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT
BRACING OF ROOF SYSTEM.
4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB
OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF
DIAPHRAM AT 4'-0" O.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD (or 2x4 No.2
OR BETTER) AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6- O.0
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD.
ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 2x4.
REFER TO SECTION A -A)
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240.
8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES.
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR
TYPE TRUSSES.
Roof Sheathi
2) - 1001
Max.
HORIZONTAL
Diag. Brace
at 1/3 points_
if needed
End Wall
Minimum
Stud Size
Species
and Grade
Stud
Spacing
Without
Brace
1x4
L-Brace
2x4
L-Brace
DIAGONAL
BRACE
2 DIAGONAL
BRACES AT
1/3 POINTS
Maximum Stud Length
2x4 SPF Std/Stud 12' O.C. 4-3-2 4-7-6 6-6-5 8-6-3 12-9-6
2x4 SPF Std/Stud 16" O.C. 3-10-7 4-0-0 5-7-13 7-8-14 11-7-5
20 SPF Std/Stud 24' O.C. 3-2-0 3-3-2 4-7-6 6-4-0 9-6-0
Diagonal braces over 6'-3" require a 2x4 T-Brace attached to
one edge. Diagonal braces over 12'-6" require 2x4 1-braces
attached to both edges. Fasten T and I braces to narrow edge
of web with 10d common wire nails 8in o.c., with 3in minimum
end distance. Brace must cover 90% of diagonal length.
MAXIMUM WIND SPEED = 120 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
CATEGORY II BUILDING
EXPOSURE B or C
ASCE 7-98 STUD DESIGN IS BASED ON COMPONENTS AND C
DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
10d NAILS
ly
i
2x.6 DIAGONAL BRACE SPACED 48" 0 C.
ATTACHED TO VERTICAL WITH (4) -16d
COMMON WIRE NAILS AND ATTACHED
TO BLOCKING WITH (5) - 10d COMMONS.
HORIZONTAL BRACE
SEE SECTION A -A)
Junaidie Budiman, FL Lic #45161
MiTek Industries, Inc
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
FL Cert.#6634
A WARNING - Veryf, design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N Outer Forty,
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300
Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield. MO 6301.7
Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the
erector Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria. DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719.
Symbols
PLATE LOCATION AND ORIENTATION
13/4 *Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
o:
O
For 4 x 2 orientation, locate
plates 0 -'/la" from outside a
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated.
BEARING
Indicates location where bearings
supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
designer, erection supervisor, property owner and all
other interested parties.
O
U 4. Cut members to bear tightly against each other.
o- 5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPIII.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
B. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Mitek®
ALL - ----- V AR I C: ALL BEARING - - WALLS- - TO- BE- PLACED- I I HUS26 '(,TILE!! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS
I PRIOR TO SETTING TRUSSES.. 1. P. HGUS26-2 IIENIGNEERED DRAWINGS--LOADING--PITCH AND OVERMANGSI
WALLS SHOWN ARE TO BE BEARING..- jAA d SPC.HGR _ SIGNED APPROVAL- X -
J
JOB NUMBER: MEDER DATE: X PITCH: I 1 LOAD: SHINGLES
CCU SPAN CUSTOMER: KATHY MEDER
5
H: 1-8
Ogl-&321-ta4D BY:D.H JOB NAME: GARAGE RE -DO SANFORD FL BRG: FRAME
VERFY PRIOR PRODUCTION
22'-10"
FIELD VERIFY
GABLE END TRUSS Al !
II I I I I I I I i I I
i i l i i I i ji I
0
I
o
Ti
Iw I
Z_
J
I
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I
I
131
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1..........................................?........................-...................... ........................ ................................. ................................. a....-......
GABLE ENq TRUSS Al
JA
X
Glazed Inswing Unit
COP-WL-MA0141-02
FIBERGLASS DOORS
APPROVED ARRANGEMENT:
n.t ea r
Flo
Test Deu Re nr Ceroewe /70 Wk
I3 W7e: /10"7C AM CAVrtd
yppa WW Oon Vift I3026M71M
Wi.002 001 Il02eM711001.002.
OGi: /302641 1, t17L 003
O OivmDbI= ft rish4H asDsRe
O (Wern.Awn t x0m) on tduome
wQW (ww.rmsmlbsem) or do
Note: 14esorib tetlattol amer.
Units of other sizes are covered by this
report as long as the panel used does not
exceed 3'0" x 61".
Single Door
WARM ud dre . 3V s 61!
Design Pressure
52.0/-52.0
Uiwater u I WKW cusldd dedp is used. Large
Missile Impact Resistance Hurricane
protective system (shutters) is REQUIRED. Aural
ftdW Onsno end bread tes* r*Q1* t I RNA spefk tadl0et0 ddort and leeam+>ic loea0ort to dternrtm by ASCE 7- aWW, tab
or toad Euldrq oodn Am* Ctt edidon m0fted. MINIMUM
ASSEMBLY DETAIL: Compliance
requires that minimum assembly details have been followed — see MAD-WL-MA0001-02 and MAD-
WL-MA0041-02. MINIMUM
INSTALLATION DETAIL: Compliance
requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED
DOOR STYLES: 1/
4 GLASS: an
nn no no
no on 10o
Series 133.135 Win 13l Setts 622 son 1/
2 GLASS: an
on an nn no on 105sales
t K ISO seress• 120 series' 12 RIL 23 RA. 24 R& IN sefn' 103 Sedea 304 Seres Sala• Tra
01m
All may Also be used In des tolarlrtp door SWI: Ey M 5, f te01t 6aa0. d QeO
7001ON
r17.
Beta Neetim
atop
cue pu%d ON arelme0 eseroeoapyw eete nmYd r
deP 1+e eaera
X
Glazed Inswing Unit
FIBERGLASS DOORS
APPROVED DOOR STYLES:
3/4 GLASS: FULL GLASS:
00 00
4D1 Senn 410 Swin ,09 srw 1 14,120,122 42 Seth! ,41i Sulu 300 Soft
saws
CERTIFIED TEST REPORTS:
CTLA-805*2
Certifying Engineer and License Number. Ramesh Patel, REJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Bath stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom and rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with Insulated
glass mounted in a rigid plastic Up lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CRY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tab and Inspections).
IK.-,f / aaf 5 State
of Florida, Professional Engineer Kurt
Balthazor, P.E. — License Number 56533 mo.=
ow
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CUM..
Certificate
ER SEMKO of
Quality Assurance
This certifies that
Masonite International
1955 Powis Road
West Chicago, IL 60185
Is under a Third -Party Quality Assurance Audit Program conducted by
Intertek-ETL Semko
8431 Murphy Drive, Middleton, WI 53562
Effective Dates: Signed;
01101104-12131104 Title: Progr m M ger - AccessAbility
IntMek If an approved 7hlrd-Party Quality Anunv ca F,nHty by the Mate of Morida 19QUA 1673)
LOWE'S / AMARR WIND PRO DOORS
MODEL 300 (Strafford) ---I
Page I of 2
WP6
WP6
WP6
WP7
WP7
WP7
Me
WP8
WP8 1
100-120
100-120
100-120
1
1
1
77 =;-.7:7,,,
16'
18,
6*6' - 8*-0"
6'6' - 87
6'6'-8-0-
IRC-6009-120-15
IRC-6016-120-15
IRC-6018.120-lF-
IRC-6009-130-15
IRC-6016-130-1-5
IRC . .6018-130-32
IRC 6009-140-15
IRC-6016-140-24
IRC-6018-145-36 1
22.8
21.8
Tl- 6
26.7
25 6
25.4
31.0
29.7
31.6 1
26.9
24.8
5j4-
31.6
29.1
28.7
35.1
33.8
35.7
3/1
uirea
4/1 3' & 2" 20qa struts
7
10
4/1
8
4
4/2
4/1
4
9 3' 20ga struts
13
5ww-
5/1
10
5
5/3
5/1
3 0 _9a struts
3* & 2" 20ga struts
3" 20ga struts
4' 16ga Cee Channel
3* struts
14-1/21" 20cLa R-Truss 3' 20ga strutsUSS3"2
121-130
121-130
121-130
131-140
131-140
131-140 1
2
2
2
3
3
3
8'- 9*
16'
I '. 8*
81-91
16'
18,
6'6" - 8'0"
6*6" - 8V
6'6' - 8-0-
6'6" - 8V
6'6' - 8'0*
6*6" - 8*0"
5 I6 6aga Cee Channel
MODEL 3501 (Stratford -Insulated)
MIA iy
XL
Des ign. ressi s•
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TZ
WP6 UR ulred.,n'+ i :i r".. "'..4,: •'•'ry'Y'' 100-120 1 8'- 9' 6*6" - 8.0- IRC-6009-120-15 22.8 26.9. 1 3/1 4/1WP6100-120 1 16' 6-6--8-0- IRC-6016-120.1 5 21.8 24.8 7
3'&2'2 as (ruts
WP6 100-120 1 18' 6*6* - 8'0' IRC-6018.120-15 21.6 24.5 10
9 3" 20ga struts
WP7 121-130 2 8'-9-
7, T'777-73
6'6" 8'0'
13 093" 2 a struts
e. ', P 4:,.
WP7 121-130 2 16' 6'6" - 8*0'
IRC-6009-130-15 26.7
IRC-6016.130-15
31.6 4/1 5/1
e, z
3' & 2' 20ga struts
WP7 121-130 2 18' 6'6" - 8'0'
25.6
IRC-6018-130-32 25.4
29.1
28.7
8 10 3" 20ga struts
7
5 4* 16ga Cee Channel
wp8 131-140 3 81-91 6'6' - 8*0* 5 31.0IRC-6009-140-1 " u 35.1
IX
4/2
777, N,;: f.--- ,
WP8 131-140 3 16' 6'6" - 8'0' IRC-6016-140-24 729.7 33.8 4/1
5/3 3' & 2" 20qa struts
WP8 131-140 3 18' 6'6* - 8V IRC-6018-145-36 --
9,
3,'41.6-35.'7 4 5/1 4-11/2'' a!R-Truss & 3' 2 Oa struts
1 4 5 6' 16ga Cee Channel
LOWE'S WIND PRO DOORS
MODEL
WP6 100-120 1
WP6 100-120 1
WP7 121-130 2
WP7 121-130 2
WP8 131-140 3
WP8 131-140T 3
MODEL 400 (Heritage'
6'6' - 8'0' SBC-580-023 36.4 30.4 4 5 2' & 3' 20ga struts16'
Y):^•
6'6'-8-0-
7ni•,a ;'i i :;'l,
SBC-580-019
v.Mf`i. #rantw•rrPza:r•::'ril:
SBC-580-023
29.5
30.4
29.5
tGiE tY_
30.4
8
ti::c4'S: ;,g:.c
4
10
5
3' 222a struts
2' 8 3' 20ga struts
8' - 9' 6'6' - 8'0'
16'
4-fx,Yt• i
9'
6'6' - 8'0'
r:Mi'n.,J:•4:,'i
6'6' - 8'0-
SEC-580-019
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SBC-580-024
29.5
s eiY
35.1
29.5
i+'- •:.7 5.•' :r'
8
t:.e't-.r"•;ri..:.:.a.;.c:_ua=
10 3' 2 a struts
5
10
3' 20 a struts
3' 18ga SOksi struts
16' 6'6' - 8'0' SBC-580-020 1 33.0 1 34.6 8
Page 2 of 2
WP11 141-150 3 8 4 8' - 9'
WP11 1 141-150 1 3 & 4 16'
6'6'- 8'0'
6'6' - 810'
x.:av,-.:•:r :t.... vaa. roc
IRC-9509-169-15 45.3 51.2 8
IRC-9516-169-26 45.8 49.3 4/1
u Cu;t:3 7:'%R`n+''Z l%•`,'.:-i+ti iyFtili;
10
5/1 5' 18ga R Truss & 3"20ga struts
ODEL 4501 (Heritage -Insulated)
7tC:.'4-:"•.Fi`X '. WP11 141-150 3 & 4 8'-9- 6'6' - 8'0' IRC-9509-169-15 45.3 51.2 8 10WP11 3" 20ga141-150 3 & 4 16' 6'6- - 8'0- IRC-9516-169-26 45.8 49.3 4/1 5 / 1 5' 18ga R Truss & 3" 20ga struts
MODEL 800 (WeatherguardPlus)
la:+'•'`4:%'...wh `hr `.•:)s'-'4.n ;',: y;''. ti.; 1, b.i: .'.::i; c 1:,`9.j'i .:"j .. - .... .. z ssures .t,.:
ndro «• owe:s.; alp .+? °:, f;p yyr$`` f" , _ : Horizontal'Reinfoement`k„r;
rpooi t?RrovalIre- Od : `
He
Urtr''ce.
T '
WP11 141-150 1 3 & 4 8' - 9' 6'6"- 80' SFC-590-011 52.0 62.0 4 5WP11141-150 3 & 4 16' 6'6"- 8'0' SFC-590-010 46.0 .p 4
3-5/8' 22 a R-Truss
5 5' 18ga R-Truss