HomeMy WebLinkAbout1200 W 22 St (2) 05-55 Addw
l r - 1ar) SkPERMITADDRESS \C
CONTRACTOR
ADDRESS
PHONE NUMBER
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
SUBDIVISION
PERMIT # CAS - 5 DATE C) -
PFRMIT DESCRIPTION
o
o my) PERMIT VALUATION
SQUARE FOOTAGE oo
I
r
CITY OF SANFORD PERMIT APPLICATION
Permit # : S J ` ,
Date: 4:'A 6W7
dobAddress: /Zo0 [O 22"O'P.shto-
t
SAWObleb, It 3277/
Description of Work: &I L b 16- tx „ ?kbi 9 AyVAXSl0rV+a
Historic District: e-mo Zoning: Value of Work: S Affto ~ 20po0
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole _
Mechanical: Residential Non -Residential 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: Residential Commercial Industrial Total Square Footage: 0
Construction Type: koe< of Stories: / of Dwelling Units: *_ Flood Zone: FEMA form required for other than X)
yParcel #:
1 Owners Name & Address:
a0v
Contractor Name & Address:
c.
r
Attach Proof of Ownership & Legal Description)
Wli WGGY G 1 YlY YGl.
Phone & Fa:: 407) 330 -&53,1 Contact Person: Phone:
Bonding Company Al IG n Q 2004
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address: 30N Al- 4A=f/tf/Q/! ata. gut Ff /32 (I[i/NMfq rLft 3Z%5%, Fax: — —
Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to tine
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 n separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable la%vg regulnting
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU rit LAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDEIt Olt AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit i verification that IiJI o 'f th wnneer of the property of the requirements of Florida Lien Law, FS 713. Signature
of Owner/Agent Date Signature of Contractor/Agent Name
1ilC-
4 Print
Contractor/Agent's Name Date
vtgrtatu'
e tY-5 , ' Y'•`
Date
Signature of Notary -State of Florida Date eDD164280EXPIRES:
November 12, 2006 PopFdg''4 Bonded Thru Budget Notary Services Owner/
Agent is Personally Known tS Me{ Contractor/Agent is _ Personally Known to Me or Produced
lD d Sc4 y_ _ Produced ID e)
APPLICATIONAPPROVEDBf
0'! Q . D tilities!Ifl FD: Initia &
Date nitial ate Initia(& C) (
Date) (
Initial &Date) Special
Conditions: D•y • /l`-'(
1—
ned b,1 nc.,0/er 4- C , 4- v
a v C rC QDi 7fo •v
CITY OF SANFORD BUILDING DMSION 1+
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. Il
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, moems z' Ahoex4i,4 do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
ateo
4
wnerBuilder Signature
CND L• !,i+eu'*"_
Print Owner/Builder Name
EXPIRES: November 12,2006
Bonded TAru Budget Notary Services
Owner is Personally_ Known to Me or bas
Produced DD \y - C) c - S ' a j -c
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL sr^: ': w'" Back
9
II y
1 y 3 •v i •! .tlow
lift i2
2004 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 36-19-30-300-0560-0000 Tax District: S1-SANFORD
Number of Buildings: 1
Owner: PARKHILL CHARLES L Exemptions: 00DIII & HOMESTEAD Depreciated Bldg Value: $48,910
Own/Addr: OLIVER KATHLEEN M Depreciated EXFT Value: $1,572
Address: 1200 W 22ND ST Land Value (Market): $21,675
City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0
Property Address: 1200 22ND ST W SANFORD 32771
t$72,157
Subdivision Name: Assessed Value (SOH): $72,157
Dor: 01-SINGLE FAMILY Exempt Value: $25,000
Taxable Value: $47,157
SALES 2003 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp
Tax Value(withoutSOH): $1,192
WARRANTY DEED 08/2003 05078 0215 $120,000 Improved 2003 Tax Bill Amount: $995
WARRANTY DEED 01/1979 01205 1085 $19,500 Vacant Savings Due To SOH: $197
WARRANTY DEED 01/1976 01087 1483 $20,000 Improved
2003 Taxable Value: $47,712
Find Comparaole Sales within this Subdiwsio
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND LEGAL DESCRIPTION
Land Assess Method Frontage Depth
Land Unit Land LEG SEC 36 TWP 19S RGE 30E E 196 FT OF NW
Units Price Value 1/4 OF NW 1/4 OF SW 1/4 S OF DITCH +
FRONT FOOT &
124 123 190.00 $21,675 N 22 FT OF E 196.87 FT OF SW 1/4 OF NW 1/4 OF000
DEPTH SW 1/4
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 1957 3 820 1,444 820 CONC BLOCK $48,910 $67,000
Appendage / Sgft BASE SEMI FINISHED / 190
Appendage / Sgft UTILITY FINISHED / 60
Appendage / Sgft BASE SEMI FINISHED / 184
Appendage / Sgft BASE SEMI FINISHED / 190
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
CONC UTILITY BLDG 1957 240 $672 $1,680
WOOD DECK 1994 300 $900 $1,500
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 your next ear's property tax will be based on JusNMarket value.
htip://www.scpatl.org/pl s/web/re_web.seminole_county_title`?parcel=36193030005600000... 8/ 18/2004
CITY OF SANFORD PERMIT APPLICATION
Permit #: v
Job Address: 17 0
Description of Work: il-' c.2
1,19
Date: S Zs - 0 s1
Historic District: Zoning: - Value of Work: S `I KUU • C_u
Permit Type: Building Electrical Mechanical Plumbin Fire Sprinkler/AI Pool
Electrical: New Service - # of S 2UQ 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: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners Name & Address:
Name &
Phone & Fax: `iv
Bonding Company:
Address:
Mortgage Lender:
Address:
Architeet/Engineer:
Address:
Attach Proof of Ownership & Legal Description)
r P Ul t 1 I t : ,1I /'1/I/
Phone J J U b 3 3 7
S:. r, — e « , 6, /—o Z6 2
r • `32 % PL - owl St to Lieense Number: I7300 I I U
tf-cS3y7/4o 3Y-K3r(_kontactPerson: l^-Phone:QQ7-
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
ON TICS: In addition to the requirements of this permit, there may be additional restrictions aPpIlicIlle to
this county, and there may be additional permits required from other governmental entities such aswdWj
Acceptance of permit is verification that I will notify the owner of the property of the
Signature of Owner/Agent
Print Owner/Agent's Name
Date
that may be found in the public records of
districts, state agencies, or federal agencies.
Law, FS 713._
eriL Date
Name
e
Signature of Notary -State of Florida Date Signat6WoPNotarXriNRDo'talaRAVE Date
MY COMMISSION # DD 164280
EXPIRES: November 12, 2006
Owner/Agent is Personally Known to Me or Contractor/Agent 3r'ded %F%"Any kygWn to Me oo
Produced ID Produced m 1d3
APPLICATION APPROVED BY: Bldg:
Initial & Date)
Special Conditions:
Zoning:
initial & Date)
Utilities: FD:
Initial & Date) (Initial & Date)
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
PHONE # 407-302-1091 * FAX #: 407-330-5677
DATE: 0 P RM T #: -
e l1BUSINESSNAME / PROJECT: `t b j S —OAVm
ADDRESS:
PHONE NO.: • G6 3y FAX NO.:-t 67 3 , 8
CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW []
F. A. [ ] F.S. [ ] HOOD [) PAINT BOOTH [ ] BURN PERMIT ( J
TENT PERMIT k ] TANK PERMIT [ ] OTHER [ ]
TOTAL FEES: $ 0 (PER UNIT SEE BELOW)
COMMENTS:
Address / Bldg. # / Unit 4 Square Footage Fees per Bldg. / Unit
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407-
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that
will comply with all applicable codes and ordinances
of the City of Sanford, Florida.
b
San ord Fire Pre lion Division Applicant's Signature
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No.
State of Florida
County of Seminole
I
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)
SjEEC,3grTWR iqS R(.0 ZoE /94' oFAW // oFNw //4 oFSu/ // c o orc,U,
or E ig6.B7 ,c'T of e_,c 4 eFSW ./ /200!
2. General description of improvement: 9So <%D k77 5ip,o wo!?,rtlwP
3. Owner information C A,94,FX O MiQXj I4,1— 4,•
a. Name and address /,),0 0 Lt/ zz njQ gi- J7 1 m [ m
b. Interest in property ownvE/R
c. Name and address of fee simple titleholder (if other than Owner)
T (!J
4. Contractor I u; cr. '
a. Name and address OwA.,fll46L- 0 3 06 t
0-9
oa0
b. Phone ber Fax number r`t',
5. Surety a En 0
a. Name and address N,q _,,,,, „
Y
r
o
b. Phone number G S ax number
c. Amount of bond
6. Lender AUIJR
a. Name and addres
b. Phone number Fax number
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(l)(a)7., Florida Statutes:
a. Name and address
b. Phone number Fax number
8. In addition to himself or herself, Owner designates ! of
t 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) i
Signature of Owner
Sworn to (or affirm( d) and subscribed before me this day of 6s' . , 20 CpL( , by
Personally Known OR Produced Identification F L L_
Type of Identification Produced k sa- S6 - a F y--(j
Si e of Notary Pub ic, State of Florida
Commission Expires ' -•`.` FLORENCE A DE GRAVE
MY COMMISSION I DO 164280
EXPIRES: November 12, 2006
F F t0Y'' Borded Thru Budget Notary Services
9
MARYANNE MOWS
Wjft OF CIRCUIT COURT
0
OCT 2 5 2004.
MiTek'
RE: PARKHILL -
Site Information:
Project Customer:
Address: 1200 W
City: SANFORD
CHARLES PARKHILL Project Name: PARKHILL
22ND ST.
County: SEMINOLE
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 5.2
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 3 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. ISeal# JJob ID# ITruss Name Date
1 117144834 I PARKHILL JA 9/8/04
1_1 17144835 I PARKHILL JAGAB 19/8/04 1
1_ 117144836 I PARKHILL JAS 19/8/04 J
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. September 8,2004
Budiman, Junaidie
Job Truss Truss Type Q(y Ply
17144834
ARKHILL A ROOF TRUSS 8 1
Job Reference o tpnat
ACCUSPAN-TH, LONGWOOD, FL 5.200 s Jan 16 2004 M7ek Industries. Inc. Wed Sep 08 09:35:47 2004 Page 1
2.0-0 i 6-3-14 12-0-0 17.8.2 24-0-0 26-0-0
2-0-0 6314 5$2 5.8.2 6314 2-0.0
Scale = 1:45.7
4x6 =
4
500 12
20 \\ 20
3 5
2 6
1
7
3x6 = 9 8 3x6 =
30 = 5x6 =
8.2.10 15-9-6 24-"
B-2.10 7813 B-2-10
Plate Offsets X Y : 8:0-3-00-3-0 LOADING (
psf) SPACING 2-0-0 CS) DEFL in (loc) Udefl Ud PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.62 Vert(LL) -0.21 8-9 >999 360 M1120 249/190 TCDL
7.0 Lumber Increase 1.33 BC 0.87 Vert(TL) -0.41 8-9 >701 180 BCLL
0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.06 6 n/a n/a BCDL
10.0 Code FBC2001/ANSI95 Simplified) Weight: 108lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 3-8-6 oc purlins. BOT
CHORD 2 X 4 SYP No.21) 'Except* BOT CHORD Rigid ceiling directly applied or 6-1-11 oc bracing. 2-
8 2 X 4 SYP No.1 D WEBS
2 X 4 SYP No.3 REACTIONS (
lb/size) 2=1429/030.6=1429/030 Max
Harz 2=-163(load case 5) Max
Uplift2=-777(load case 4), 6=-777(load case 5) FORCES (
lb) - Maximum Compression/Maximum Tension TOP
CHORD 1-2=0/29, 2-3-2429/1206, 3-4=-2163/1125, 4-5=-2163/1125, 5-6=-2429/1206, 6-7=0/29 BOT
CHORD 2-9=-1114/2231, 8-9=-615/1532, 6-8=-951/2231 WEBS
3-9=-395/411, 4-9=-419/779, 4-8=-4191779, 5S=S95/411 NOTES (
5) 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 777 lb uplift at joint 2 and 777 lb uplift at joint 6.
4)
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 5)
This truss designs conforms with Florida Building code 2001, based on parameters indicated. LOAD
CASE(S) Standard 1)
Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform
Loads (plo Vert:
14=-74, 4-7=-74, 2-9=-20, 8-9=-00(F=-40), 6-0=-20 Junaidie
Budiman, FL Lic #4516 MiTek
Industries, Inc 14515
North Outer Forty Drive Suite
300 Chesterfield.
MO, 63017 FL
Cert#6634 Se
to e 8 nnAl e
WARNING - Verb 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 63017 N I IsforlateralsupportofIndividualwebmembersonly. 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 BCSII Building Component k SafetyInformationavailablefromTrussPlateInstitute, 583 D"Onofrio Drive, Madison, WI 53719. e
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION
Failure to Follow Could Cause Property
131 *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths
Dimensions are in ff-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 BCSII .
2 3
TOP CHORDS 2. Never exceed the design loading shown and never stack
c,-2 materials on inadequately braced trusses.
ca. 4 3. Provide copies of this truss design to the building
designer, erection supervisor, property owner and all
For 4 x 2 orientation, locate Z23M ,. 3¢
O
other interested parties.
plates 0 - /r6" from outside rL
j°
M 4. Cut members to bear tightly against each other.
edge of truss.rL 5. Place plates on each face of truss at each joint and
0 77Z 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 plates. 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
I
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 ff. spacing,
SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted.
BEARING
Indicates location where bearings
14. Connections not shown are the responsibility of others.
u3j (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.
9:F 2
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 Miteko
Connected Wood Trusses.
Job Truss Truss Type QV Ply
17144835
PARKHILL AGAB FINK 2 1
Job Reference (optional)
ACCU-SPAN-TH, LONGWOOD, FL 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Sep 08 11:21:35 2004 Page 1
Rp -2-0-0 6-3-14 12-0-0 17-8-2 24-0-0 26-M
2-0-0 6-3-14 5-8-2 5-8-2 6-3-14 2-M
Scale = 1:45.7
4x6 M1120=
5
5.00 F12
4 6
3x4 M1120 % 3x4 M1120-:-
3
7
2 8
01
3x4 M1120- 11 10 3x4 M1120— \
5x8 M1120=- 3x4 M1120— 5x6 M1120— 5x8 M1120=--
8-2-10 15-9-6 24-0-0
8-2-10 7-6-13 8-2-10
Plate Offsets (X,Y):_[2.0_2-13,0-0-121, L2.0-8-5 0-1-3j,[5:0-2-0,0-0-8LL:0-2_13,0-0_12j,18_O-8-5,0-1-3],L0_0-3-0,0-3-01_-
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) 0.18 11 >999 360 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.61 Vert(TL) -0.33 10-11 >872 180
BCLL 0.0 Rep Stress Incr NO WB 0.23 Horc(TL) 0.06 8 n/a n/a
BCDL 10.0 Code FBC2001/ANS195 (Simplified) Weight 146lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-10-1 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=1278/0-3-0, 8=1278/0-3-0
Max Harz 2= 1 56(load case 4)
Max Uplift2=-694(load case 4), 8=-694(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/29, 2-3=-2276/1103, 3-4=-2276/1103, 4-5=-1958/977, 5-6=-1958/977, 6-7=-2276/1103, 7-8=-2276/1103, 8-9=0/29
BOT CHORD 2-11=-1051/2138, 10-11=-523/1375, 8-10=-895/2138
WEBS 4-11 =-506/468, 5-11 =-354/691, 5-1 0=-354/691, 6-1 0=-506/468
NOTES (7)
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 M1120 unless otherwise indicated.
5) Gable studs spaced at 2-0-0 oc.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 694 lb uplift at joint 2 and 694 lb uplift at joint
8.
7) This truss designs conforms with Florida Building code 2001, based on parameters indicated.
LOAD CASE(S) Standard
Junaidie Budlman, FL Lic #4516
MiTek Industries Inc
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO 63017
FL Cert.#6634
Se tember 8 2004
A WARNING - Verify 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 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 MiTekSafetyInformationavailablefromTrussPlateInstitute, 583 D Onofrio 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.
0
O
For 4 x 2 orientation, locate
plates 0 - 1/16" from outside rL
edge of truss. o
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 butEVreactionsectionindicatesjoint
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
MiTek®
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
materlols on inadequately braced trusses.
3. Provide copies of this truss design to the building
o
designer, erection supervisor, property owner and all
IX: 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/TPI1.
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®
Job Truss Truss Type O(y Ply
17144836
ARKHILt AS SCISSORS 14 1
Job Reference (optional)
ACCU-SPAN-TH, LONGWOOD, FL 5.200 is Jan 16 2004 MiTek Industries, Inc. Wed Sep 08 09:35:48 2004 Page 1
2-0-0 6.4-0 12.0-0 17-8-0 24-0-0 26.9-0
2-0-0 6-4-0 5.8.0 5-0-0 6-4-0 2-0-0
Scale = 1:46 5
4x6 =
4
5.00 12
3x4 i:- 3x4
3 5
9
500 =
2 10 6 e
it 2x4 11 20 11 Ia7
axe i 3 00 FIT 3x6
0 12-0.0 17.8-0 24-0-0
64-0 5A-0 54;-0 64-0
Plate Offsets Y 2.0-3-2 0-1$ 6 0-3-2 0-1-8
LOADING (pso SPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.43 9-10 >658 360 M1120 249/190
TCDL 7.0 Lumber Increase 1.33 BC 0.80 Vert(rL) -0.68 8-9 >410 180
BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(rL) 0.46 6 Na Na
BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 104lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-6 oc pudins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-93 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=1273/0-".6=1273/0-8-0
Max Harz 2= 161 (load case 4)
Max Uplift2=-703(load case 4), 6=-703(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/53, 23=-4244/1912, 3-0=-3272/1312, 45=-0272/1338, 5-0=-4244/1714, 6-7=0/53
BOT CHORD 2-10=-1788/3892, 9-10=-1794/3903, 8-9=-1442/3903, 6-8=-1437/3892
WEBS 4-9=-710/1998, 3-10=0/100, 5-8=0/100, 3-9=-997/703, 5-9=-997/737
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-96; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone;
cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity
capacity of bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 703 lb uplift at joint 2 and 703 lb uplift at joint
6.
5) This truss designs conforms with Florida Building code 2001, based on parameters indicated.
LOAD CASE(S) Standard
Junaidie Budiman, FL Lic #4516
MiTek Industries, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
FL CerL#6634
SAntpmhpr 8 20J
A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDS 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 M300
Applicability of design parameters and proper Incorporation of component is responsibility of building 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
Safety Information available from Truss Plate Institute. 5113 D'Onofrlo Drive, Madison, WI 53719. MiTek
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.
0
Q
O
For 4 x 2 orientation, locate
plates 0 - 1/16" from outside
edge of truss. R
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
lip 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
Q 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/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®
two
GENERAL NOTES NOTAS GENERALES
Trusses are not marked in any way to identify Los trusses no estan marcados de ningljn modo, que
the frequency or location of temporary bracing. identifique la frecuencia o to alizaci6n de los amostres
Follow the recommendations for handling, (bracing) temporales. Use las remmendaciones de manejo,
installing and temporary bracing of trusses. instalacidn y amiDstre temporal de los trusses. Vea el folleto
Refer to BCSI 1-03 Guide to Good Practice for BCSI 1-03 Guia de Buena Practca pars el Mane o Instalaci6n
Handling, Installing & Bracing of Metal Plate y Arriostre de JOS Trusses de Madera Con ectadgs con
Connected Wood Trusses for more detailed placers de Metaloara para mayor information..
information.
speciry local ells of LOs dibujos de diseno de los trusses pueden especifxarTrussDesignDrawingsmay
permanent bracing on Individual compressolas localizaciones de los arriostres permanentes en los members.
Refer to the BCSI B3 Summary miembros indivduales en compresan. Vea la hoja res6men Sheet -
Web Member Permanent Bracin /q Web BCSI-B3 para JOS amostres Dermanentes y refuerzos de dos Reinforcement
for more information. All other miembros secundanos (webs pars mayor information. El permanent
bracing design is the responsibility resto de arriostres permanentes son la responsabilidad del of
the Building Designer. Disenador del Edificio. QThe
consequences of improper handling, installing and
bracing may be a collapse of the structure, or worse,
serious personal injury or death. El
resultado de un manejo, instalaci6n y arrlostre inadecuados,
puede ser la caida de la estructura o a6n
peor, muertos o heridos. Banding
and truss plates have sharp edges. Wear Qgloves
when handling and safety glasses when cutting
banding. Empaques
y placas de metal tienen border afilados.
Use guantes y lentes protectores cuando torte
Jos empaques. HANDLING -
MANE)O QAllow
no more No permits mas than
3" of defec- de 3 pulgadas de tion
for every 10' pandeo por cada 10 of
span. pies de tramo. tp
ttv
T
q
I io QPick
up vertical Levante de la cuerda bundles
at the superior los grupos top
chord. verticales de trusses. ONE
WEEK OR LESS MORE THAN ONE WEEK Alt
V vE p roYblrr..'
S22S QBundles
stored On the ground for one week
or more should be raised by blocking at
8' to 10' on center, Los
paquetes almacenados en la tierra por Una
semana o mas deben ser elevados con
bloques a cada 8 o 10 pies. QFor
long term storage, cover bundles to pre- ventmoisturegainbutallowforventilation. Para
almacen-amiento per mayor tiempo, cubra
dos paquetes para prevenir aumento de
humedad pero permita ventilaci6n. 0
Use special care in Utilice cuidado windy
weather or especial en dias near
power lines ventosos o cerca de and
airports. cables elrclincos o de aeropuertos.
Spreader
bar f\or. truss
bundles i O
O QCheck
banding Revise dos empaques prior
to moving antes de mover los bundles.
paquetes de trusses. QAvoid
lateral bending. - Evite la Flexi6n lateral. 4,
GDo
not store No almacene unbraced
bundles verticalmente Jos upright.
trusses sueltos. Do
not store on No almacene en uneven
ground. tierra desigual. HAND
ERECTION - LEVANTAMIENTO A MANO Trusses
20or i _ Trusses 30' or less, support
t - less, support at at peak.
quarter points, f Levante Levante
de del pico
dos los cuartos trusses de
20 de tramo dos pies o
menos. Trusses up
to 20' trusses de
30 pies o
menos. Trusses up to 30' Trusses hasty
20' Trusses hasty 30' HOISTING - LEVANTAMIENTO
2 Bold
each truss in position with the erection equipment until temporary bracing is installed and russ isfastenedtothebearingpoints. Sostenga cads
truss en posic16n con la gr6a hasta que el arriostre temporal este instalado y el truss asegurado
en dos soportes. Do not
lift trusses over 30' by the peak. No levante
del pico los trusses de mas de 30 pies. Greater than
30' Mils de
30 pies HOISTING RECOMMENDATIONS
BY TRUSS SPAN RECOMMENDACIONES DE
LEVANTAMIENTO POR LONGITUD
DEL TRUSS 60' or
less Approx. 1/
2 __j.. truss length
Tagline TRUSSES
UP
TO 30' Toe -in
TRUSSES HASTA
30 Spreader bar
11210 2/3
truss length Tagline TRUSSES
UP
TO 60' TRUSSES HASTA
60' Locate Spreader
bar % Attach above or
stiftba. / ! -\\` 10, o.
c_ max. mid -
height
I=_ Spreader bar
2/3 to 3/4
truss length - TRUSSES UP
TO AND OVER 60' TRUSSES HASTA
Y SOBRE 60' BRACING - ARRIOSTRE
QRefer to
BCSI-B2 Summary Sheet - Truss Installa lion andTemporaryBraLftformoreinformation. Vea el
res6men BCSI-B2 - Instalad6n de Trusses y Arnostre
Tempera para mayor information. Do not
walk on unbraced trusses. No camine
en trusses sueltos. Top Chord
Temporary Lateral Bracing (TCTLB)
I I
f'
7(
Locate ground braces for first truss directly IJ in
line with all rows of top chord temporary lateral bracing.
Coloque los
arriostres de tierra para el primer truss
directamente en linea con cada Una
de las filas de arriostres laterales temporales de
la cuerda superior. Brace first
truss well 0 before
erection of additional trusses.
min. BRACING
FOR
THREE PLANES OF ROOF r EL
ARRIOSTRE
EN TRES PLANOS DE TECHO This bracing
method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo
de arrostre es para todo trusses excepto trusses de cuertias paralelas 3x2 y 4x2. 1) TOP
CHORD - CUERDA SUPERIOR Truss Span
Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de
Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to
30' 10' o.c. max. Hasta 30
pies 10 pies maximo 30' to
45' 8' o.c. max. 30 a
45 pies 8 pies maximo 45' to
60' Cox. max. 45 a
60 pies 6 pies maximo 60' to
80'* 4' o.c. max. 60 a
80 pies* 4 pies maximo Consult a
Professional Engineer for trusses longer than Consulte a
un ingeniero para trusses de mas de 60 pies... See BCSI-
B2 for TCTLB options. - \ Vea el
BCSI-B2 para las opciones - - de TCTLB.
Q Refer
to BCSI-56 Summary Sheet - Gable End
Frame Bracino. tom(
Repeat
diagonal braces. Veer el
res6men LJ BCSI-B6 -
Arriostre Repita Jos arriostres del truss
terminal diagonales. de un
techo a dos agues' Set
first five trusses with spacer pieces, then add diagonals. Repeat process on
groups of four trusses until all trusses are set. Instale JOS
cincoprimeros trusses con espariadores, luego dos arriostres diagonales. Repita este
procedimiento en grupos de cuatro trusses hasta que todos
los trusses esten Instalados. 2) BOTTOM CHORD -
CUERDA INFERIOR Lateral braces 1,
2x4x12' length
lapped
over two trusses.
i I_ Diagonal
braces
every 10 truss
spaces (20' max.)
10'-15' max.
Some chord and
web members not shown for clarity. 3) WEB MEMBER
PLANE - PLANO DE LOS MIEMBROS SECUNDARiiIOS Web members Xx
I 10'-
15' max.
same spacing as
bottom chord
lateral bracing Diagonal
braces every
30 truss
spaces (20' max.)
Some chord and
web members not shown for clarity. DIAGONAL BRACING IS
VERY IMPORTANT iEL ARRIOSTRE DIAGONAL
ES MUY IMPORTANTE1 BRACING FOR 3x2
AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA
TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to @CSj=
67 Maximum lateral brace spacing Summary Sheet 10'
o.c. for 3x2 chords Temporary and 15'
D.C. for 4x2 chords Permanent Bracing of
15 Diagonal braces 10' for Parallel
Chord
eve 15 truss
every spaces (30' max.)
Trusses for more
information. e _ Vea
el
res6men
I I,, BCSI-
B7 - Arri-
str- temooral v oermanente
de The
end diagonal L trusses de
cuerdas
brace for cantilevered Daralelas para mayor
trusses must be placed Lateral braces information. on vertical
webs in line 2x4x12' length lapped with the support.
over two trusses. INSTALLING - INSTALACION Tolerances
for Out -
of -Prone. - Tolerancias para Fuera-de-Plaro Max. Truss Length --
Max. BowMax.
BOM' Bow Length I"I Max.
B v - Length -;_ - Lertgth3/4'
12.5' 7/8' 14.
6' iolerances for ; D/
50 D (ft.) 1' 16.T Out -of -Plumb.
1 /4' 1'
1-1/8' 18.8' Tolerancias para 1/
2'2, 1-1/4' 20.8' Fuera-de-Plomada.
o Plumb 314'
3' 1-3/8' ?2.9' bob 1- 4,
1-1/4'
D/5o max
I 1-1/2' 6' 1-3/4'
7' 2• R' CONSTRUCTION
LOADING - CARGA
DE CONSTRUCCION QDo not proceed
with construction until all bracing is securely Maximum Stack Height and properly in
place. for Materials on Trusses No proceda con
la construction hasta que bodes los arriostres [0ay terial Height (
h)
esten colocados en
forma apropiada y Segura. psum Board 12- L or OSB16" Do not exceed
maximum stack heights. Refer to BCSI-B4 pheR shingles 2 bundles Summary Sheet - Corfstruction
Loading for more information. ncrete Block 8" No exceda las
mdximas alturas recomendadas. Vea el res6men Tile 3-4 tiles high BCSI-B4 Carga
de Construcci6n para mayor information. re 4W 1
0Do not
overload small groups or single trusses. LILX No sobrecargue pequenosgruposotrussesindividuales. r/f Place
loads over as many trusses as. possible. LJ Coloque las
cargas sobre tantos trusses Como sea posible. QPosition loads over
load bearing walls ALTERATIONS - ALTERACIONES QRefer
to BCSI-
85 Summary Sheet - Truss Damage 3obslte Modifications and Installation Errors. Vea el res6men
BCSI-81 Danes de trusses, Modil Bones en la Obra v E cle In talad Do not cut,
alter, or drill any structural member of a truss unless specifically permitted by
the Truss Design Drawing. No torte, altere
o perfore ning6n miembro estructural de dos trusses, a menos
que este especificamente permitido en el dibujo del diseno del
truss. Q, Trusses that
have been overloaded during construction or altered without the Truss Manufacturer's prior approval mayrendertheTrussManufacturer's limited warranty null and void. Trusses que se
han sobrecargado durante la construction o han sido alterados sin Una autonzaci6n previa del Fabricante
de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss
Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake
the vmrk they have agreed to do on a particular project. The Contractor should seek any required assistance regarding onstructbn practices from
a conWent party. The methods and procedures outlined areintended to ensure that the overall construction techniques empbyed will put
floor and roof trusses Into place SAFELY. These recommendations for handling, Installing and b—ng wood trusses are based upon
the collective e,,penence of leading technical personnel in the wood truss industry but must, due to the nature of responsiMlibes —Ned, be presented
only as a GUIDE for use by a qualited Building Designer or Erection/Installabon Contractor. It is not Znded that these recommendations
be interpreted as superior to any design specification (provided by either an Architect, Engineer, Building Designer, the ErectiorvInstallationContractororotherwise) for handling, installing and bracing wood trusses and x does not preclude the use
of other equivalent methods for bracing and providing stability for the walls and w1umns as may be determined by the truss Erecuon/Installatlon
Contractor. Thus, the Wood Truss council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising
1—he use, application, or reliance on the recommendations and information contained herein. ley ER WOOD TRUSS
COUNCIL OF
AMERICA TRUSS PLATE INSTITUTE One Wirt Center • 6300
Enterprise Lane • Madison, WI 53719 583 D'Onofno Drive • Madison, WI 53719 608/274-4849 • www.
wDDdtruss.com 608/833-5900 • www.tpinst.org BI WARN11.17 031125
rV1'Ar\NING: ALL BEARING WALLS TO BE PLACED _1 L HUS26 IGTICE!! REVIEW ALL SPAN DIMENSIONS- BRG. WALLS
PRIOR TO SETTING TRUSSES.. la, 6 HGUS26-2 IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI
WALLS SHOWN ARE TO BE BEARING - -J L SPC.HGR SIGNED APPROVAL- X
JOB NUMBER: PARKHILL DATE: 9-8-04 PITCH: LOAD: SHINGLES
407-321-14-40C CU SPAN CUSTOMER: CHARLES PARKHILL 5'
H: 24"
BY: T.H JOB NAME:1200 W. 22ND ST, SANFORD BRG: BLOCK
T E C H N I C A L
To: Lowe's Associate
From: Technical Service
Subject: Product Submittal Guide
A D V I S O R Y
Date: March 25, 2004
In the event retail customers are required to provide documentation of design pressure
DP) or impact ratings in accordance with state or local building codes, the following is to
be supplied for the typical product approval submittal:
1. A copy of the appropriate Florida Statewide Product Approval
2. A copy of the Intertek Quality Assurance Certificate
3. A copy of the appropriate Validation Matrix (circle or highlight the specific COP)
4. A copy of the appropriate Intertek listing (COP)
5. A copy of the appropriate Minimum Installation Detail (MID)
For additional information, please contact Masonite Technical Services.
Masonite Technical Services Contacts:
Kenneth R. Imhoff Steve Schreiber
0: 615.441.4255 0: 615.441.4258
F: 615.446.7229 F: 615.441.4277
C: 813.335.4171 E: sschreiber@masonite.com
E: kimhoff@masonite.com
Thank you for your continued support.
Page 1 of 2
Overview Product Search Product View ,
Application Attachments
User: Public User -Not Associated with Organization -
NOW Help ?
Application #: FL20
Date Submitted: 08/04/2003
Product Manufacturer: Masonite International
Address/Phone/email: One North Dale Mabry
Suite 950
Tampa, FL 33609
Technical Representative: Steve Schreiber
Technical Representative Address/Phone/email: 1 Premdor Drive
Dickson, TN 37055
615)441-4258
sschreiber@masonite.com
Category: Exterior Doors
Subcategory: Swinging
Evaluation Method: Certification Mark or Listing
Referenced Standards from the Florida Building Code: Se toionStgndardYear
ASTM E1886 1997
TAS202 1994
ASTM E1996 2002
Certification Agency: Intertek Testing Services -
ETL/warnock Hersey
Quality Assurance Entity:
Validation Entity:
Date Validated: 08/08/2003
Authorized Signature: Steve Schreiber
sschreiber@masonite.com
Performance level of the product and conditions or
limitations of use: None Known
http://www.floridabuilding.org/pr/pr_detl.asp?IPT=20&fm=ROSrch 3/29/2004
Page 2 of.)
Evaluation/Test Reports Uploaded:
Installation Documents Uploaded:
Product Approval Method:
Application Status:
Page:
Method I Option A
Approved
Page 1 / 1
IP #/Se9 Product Model # or Name Model Description
0.1 iber lass Door Units
Copyright and Disclaimer ; 02000 The State of Florida. All rights reserved.
4
http://www.floridabuilding.org/pr/pr_deti.asp?IPT=20&fm=ROSrch 3/29/2004
Certificate
ETL SEMKO of
Quality Assurance
This certifies that
Masonite International
1955 Powis Road
West Chicago, IL 60185
0 Is under a Third -Party Quality Assurance Audit Program conducted by
I ntertek-ETL Semko
8431 Murphy Drive, Middleton, WI 53562
Effective Dates: Sigtied;a=j,410AI,
OI/Ol/04-12/.31/04 Title: Progr M ger-AccessAbiIity
lntertek is an approved Thin -Party QualltyAnurnnm Entity by the katt of Florida AQUA 1673)
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own
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Rel. TM Raprba RN. Eeal. Ra}aA
MIMIIDL M11) MIG wl MA)
MM126-M wood X 0 36 x 96 1 36 x 96 0 70.0 70.0 Y CTLA-919W D03 005 0002 0011.02 0001-02
MM127-03 wood XX 0 72 x 96 1,2 36 x 96 0 49.7 49.7 Y CTLA-919W D03-005-M 0012-02 0002-02
MM12W wood XO/OX 0 72 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W D03-005-M 0013-M
GO16-02; 0041-02
0003-02
SL 36 x 96 G 49.7 49.7 N
MA4129-03 wood OXO 0 108 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W D03.005.0002 W14-02;
W17-o2; W41-02
0004-02
SL 36 x 96 G 49.7 49.7 N
MM/30-03 wood OXXO 0 144 x 96 1,2 36 x 96 0 49.7 49.7 Y CTLA-919W 003-005-M W15-02;
0018-02; 0041-02
0005-02
SL 36 x 96 G 49.7 49.7 N
MM131.02 HM X 0 36 X 90 1 36 X 90 0 66.0 66.0 Y NCTL-210.1915.7, 8, 9,10,11,12
NM 210-2929-1
0020-02 W07-02
MM136.02 2-PC X 0 36 X 80 1 36 X 80 0 66.0 65.0 Y NCTL-210.1916-7, 8, 9, 10,11,12
NCTL 21 D•2929.1
0019-02 0006-02
1-02 waw x 1 31la.se 1 36184 6- i0.i 6es N MqL i -- OOOIIOOU-02 QOW-01 MM142-
02 wood XX 1 72 x 80 1,2 36 x 80 G 50.5 505 N NCTL-210-2930-7 0002=41-02 OOM'02 MM143-
02 wood XO/OX 1 72 x 80 1 36 x 80 G 50.5 50.5 N NCTL-210-2930.7 0006
2;
DO" SL
1 36 x 90 G 150.5 50.5 N MM144-
02 wood OXO I 108 x 80 1 36 x 80 G 5 50.5 N NM-21 D-293D•7 WM4Y4 0007=
41.02 0004-
02 SL
36 x 80 G 50.5 50.5 N MA4145-
M wood OXXO 1 144 x 80 1,2 36 x 80 0 50.5 50.5 N NCTL-21G-293a7 W
01, 02 SL
36 x 80 G 50.5 50.5 N MA4161.
02 wood X 0 36 x 80 1 1 36 x 80 G 50.5 50.5 1 N NCTL-210.293D-7 0011IOM1.02 OOM-M MM162-
02 wood XX 0 72 x 80 1,2 36 x 80 G 50.5 505 N NCTL-210-2930-7 001210041-02 0002-02 MA4163-
02 wood XO/OX 0 72 x 80 1 36 x 60 G 50.5 50.5 N MM-210-MO-7 00134O2: 0016MUl-
02 0003-
02 SL
35 x 90 G 50.5 50.5 N MA4164-
02 wood OXO 0 108 x 80 1 36 x 90 G 50.5 50.5 N NCTL-21D-293D-7 0014-OZ W171OMl-
02 WM-
02 SL
36 x 80 G 50.5 50.5 N MA41"
wood OXXO 0 144 x 80 1.2 36 x 80 G 50.5 50.5 N NCTL-210-2M7 0025AM1.02 0005-M SL
36 x 80 G 50.5 50.5 N O-
op qvs; G-91wd tested
in accordance with Metro -Dade Protocols PA201, PA202 and PA203 r,.
0
0
Y
m
v
G)
m
m
m
r
0
0
0
o
a
ACCEPTANCE NO.: 00-0720.05
Prey Entry Systems SEp 14 Z000
APPROVED
EXPIRES August 25, 2003
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
on ha led and
1. Renewal of this Acceptance (approval) shall be considered after arenewal engineer
ng docu mentss are nobeen 'older
thanthe
original submitted
documentation, including test supporting data, eight (8)
years. 2. Any
and all approved products shall be permanently'a or astspec fcally,sttedsintthe specific e, and
the following statement: "
Miami -Dade County Product Control Approved", conditions of
this Acceptance. 3. Renewals
of Acceptance will not be considered if: a) There
has been a change in the South Florida Building Code affecting the evaluation of this product and the product is
not in compliance with the code changes; b) The
product is no longer the same r d(ide a'll
the s the
one origntsof thys approved; including
the
c) If
the Acceptance holder has no pied witcorrect installation oftheproduct; d) The
engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer
practicing the engineering profession. + 11 t
or
4. Any
revision or change in the materials, use, and/or manufacture approval hascbeenr requested (throughthe filing rocess shah
automatica y be cause
for termination of this Acceptance, u prior of a
revision application with appropriate fee) and granted by this office. 5. Any
of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory
performance of this product or process. product, for sales, advertising or any other b) Misuse
of this Acceptance as an endorsement of any p purpose. Florida,
and
followed 6. The
Notice of Acceptance number preceded by the literature. If
Miami-Dadeoron
of the Notice of Acceptance is the expiration
date
may be displayed in advertising lite displayed, then
it shall be done in its entirety. it shall
be 7. A
copy of this Acceptance as well as approved d andgs and tshallher
be available
forwhere nspecion,at the job site a provided to
the user by the manufacturer or its distributors all time. The engineer need not reseal the copies. 8. Failure
to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9.
This
Notice of Acceptance consists of pages 1, 2 and this last page 3. S1,A1
1 • Lt,,t Ishaq I.
Chanda, P.E., Product Control Examin Product Control
Division END OF
THIS ACCEPTANCE 3of3
MID-WL-MA0001-02
SINGLE DOOR
Minimum Fastener Count
6 per vertical framing member for
ro' height and smaller
6 per vertical taring member for
heighits greater than ro"
4 per horizontal framing member
Hinge sad dr1w plates require two
2-112" lose areers pr Iocatios.
Rough Ir 1
Width of door unit plus 1/2'
Height of door unk plus 1/4"
M rarrk
i.edr°o l"
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSUSHMA A1562) cylindrical and deadlock hardware be installed.
UNITE COVERED 6Y COP DOCUMENT 12461,1266% E241•, E246, 3261 • or a266
Compliance requires that 6" GRADE 1 (ANSVBHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top
and (1) at bottom.
Based on required Design Pressure — see COP sheet for details.
Notes:
1. Anchor calculations have been carried out with the fastener rating from the different fasteners being considered for use. Jamb and head fasteners
analyzed for this unit Include 10d common nails. Threshold fasteners analyzed for this unit include Uquid Nails Builders Choice 490 (or equal
structural adhesive).
2. The common nail single shear design values come from ANSIX hi, PA NOS for southern pine lumber with a side member thickness of 1-1/4" and
achievement of minimum embedment of 1-1/4".
3. Wood bucks by others, must be anchored properly to transfer loads to the structure.
wan 10.2003
oQOaeApp MorpQ"WOU >t
i
Better bilt
Windows &Doors
11
Mi
HOME PRODUCTS
Vinyl Window
for Florida Code,
Serico 324-0
A division of
LLI Home Products, Inc.
0
A
100ov.
Architectural Testing
AAMAINWWDA 101/I.S.2-97 TEST REPORT
Rendered to.
MI HOME PRODUCTS, INC.
650 West Market Street
Gratz, Pennsylvania 17030-0370
Report No: 0140030.05
Test Date: 12/03/01
And: 12/17/01
Report Date: 03/22/02
Expiration Date: 12/17/05
Project Summary: Architectural Testing, Inc. (ATI) was contracted to witness tests on a
Series/Model 3240/4240, PVC single hung window at MI Home Products, Ine.'s test facility in
Elizabethville, Pennsylvania. The sample tested successfully met the performance requirements
for an H-R40 48 x 78 rating.
Test Specification: The test specimen was evaluated in accordance with A
101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass
Doors.
Test Specimen Description
Series/Model: 3240/4240
Type: PVC Single Hung Window
Overall Size: 3' -1/2" wide by 66-1/2" high Active
Sash Size: 3' 8- 16" wide by 3' 1-7/8" high Fixed
Daylight Opening Size: 3' 6-1/4" wide by 2' 10-3/4" high Screen
Size: 3' 7-1/2" wide by 3' 1" high Finish:
All PVC was white. Glazing
Details: All active and fixed lites utilized 7/8" thick, sealed insulating glass constructed
from two sheets of 3/32" thick, clear annealed glass and a metal reinforced butyl spacer
system. The lites were interior glazed onto double -sided adhesive foam tape and secured
with vinyl snap -in glazing beads. JRVJ ,, J,, fit••,,....,,• :
3
r w
130
Derry Court York,
PA 17402-9405 1 .• FNr ^ .A ; • ' Phone:
717.764.7700 Q fax:
717.764.4129 t rw_l «, eo
Z 'h ` www.archtest.com i n;.. r 1k"N%
4.
srtlttiN tti Elul
0
AAAfA/NWWDA 101/I.S.2-97
TEST REPORT SUMMARY
Rendered to:
MI HOME PRODUCTS, INC.
SERIESIMODEL: 3240/4240
TYPE: PVC Single Hung Window
Reference should he made to Report No. 01-40030.05 for complete test specimen description anddata.
For ARCHITECTURAL.\1
TESTING, INC. •, N,, ...•••., 'r'J ',
MAH:baw
01-40350.04
Page 3 of 4
Test Specimen Description: (Continued)
Drainage: Sloped sill
Reinforcement: No reinforcement was utilized.
Installation: The wood test buck was fabricated from 2 x 8 #2 Spruce -Pine -Fir. #8 x 1-5/8"
installation screws were utilized in jambs 5" from head and sill and midspan. Exterior
perimeter was sealed with silicone. i
Test Results
The results are tabulated as follows:
Paragraph Title of Test - Test Method Results
2.2.1.6. Operating Force 21 lbs
2 .2 Air Infiltration per ASTM E 283 (See Note #1)
cQ 1.57 psf (25 mph) 0.11 c$n/ft2
30 lbs max.
0.30 cf n/ft7 max
Note #1: The tested specimen meets the performance levels specified in A
101/1S. 2-97 for air infiltration.
2. .3 Water Resistance per ASTM E 547 (See Note #2)
Note #2: The client opted to begin at a pressure higher than the minimum required. Those
results are listed under "Optional Performance".
2.1.4.2 Uniform Load Structural per ASTM E 330 (See Note #2)
2.2.1.6.2 Deglazing Test per ASTM E 987
In operating direction at 70 lbs
Top rail 0.06"/12%
Bottom rail 0.06"/12%
In remaining direction at 50 lbs
Left stile 0.03"/6%
Right stile 0.03"/6%
0.50"/100%
0.50"/100%
0.50"/100%
0.50"/100%
01-40350.04
r Page 4 of 4
Test Results: (Continued)
Paragraph Title of Test - Test Method Results Allowed
Forced Entry Resistance per ASTM F 588-97
Type: A -
Grade: 10
Lock Manipulation Test No entry No entry
Test A 1 thru A5 No entry No entry
Test A7 No entry No entry
Lock Manipulation Test No entry No entry
Qptional Performance
4.3 Water Resistance per ASTM E 547
with and without screen)
WTP = 6.75 psf No leakage No leakage
4.4.1 Uniform Load Deflection per ASTM E 330-97
diors were located on the stile) ads
held for 52 seconds) 45.
0 psf (positive) 0.25"* 0.20" max. an
47.
2 psf (negative) 0.28"* 0.20" max. t
Exceeds I.J175 for deflection, but meets all other test requirements. 4.
4.2 Uniform Load Structural per ASTM E 330-97 dicators
were located on the stile) ads
held for 10 seconds) 67.
5 psf (positive) 0.03" 0.14" max. 70.
8 psf (negative) 0.02" 0.14" max. Detailed
drawings, representative samples of the test specimen, and a copy of this report will be retained
by A for a penod of four years. The above results were socured by using the designated
test methods and they indicate compliance with the performance requirements of the above
referenced specification. This report does not constitute certification of ttus product, which
may only be granted by the certification program administrator. For
ARCHITECTURAL TESTING, INC: Mark
A. Hess Al en N. Reeves, P.E. Technician
Director - Engineering Services,,,,,,,,,,,,, Z6 ,
Pc{,I Zoa2- MAH:
baw . 0140350.
04 - 4
w 4
M
O1.
104
State of Florida
Wind -Borne Debris Region
0
WA
Wind-borne Debris Region
120 mph and above)
ASCE 7-98 Wind Zones Hurricane winds
150-159 mph Category 5 (Mitch)
140-149 mph Categary4 (Andrew)
130-139 mph Cafegory4 (Opal)
1 rn1e ofco%t(PartaWe Prtotec#w PIv bn)
y.. 120-129 mph Category3 (Fran)
1 a* of coast (Pathande Pnwian PmYs m)
110 mph (within 1 mile of coast)
Note: This map is accurate to the county. It should not be
used for precise placement of cities near zone borders.
Wind speeds are based on the American Society of Civil
Engineers Standard (ASCE 7-98) 50-100-year peak gusts.
Published by:
Florida Department of Community Affairs
Florida Building Co omission
2555 Shumard Oak Boulevard, Tallahassee, Florida 32399-2100
Toll Free 8T7-FLA-DCA2, Website: httpJ/www.dca.state.fi.us
Governor, Job Bush
Commission Chair, Rau! L. Rodriguez, Ab4; Secretary, Steven M. Seibert
Chief of Staff. Pamela Davis Duncan; Legislature Director, Janice Browning
Communications Diredor, David Bishop; Division Director, Tom Pierce
Editors: Rick Dixon, PE, CBO, and Ila Jones, Program Admirdstretor
WritedDesigner: Elizabeth Woodsmall, OMC II.
Printed on recycled paper/May 2000
01-40486.05
Page 3 of 3
Test Results:
Optional Performance: (Continued)
Paragraph Title of Test - Test Method Results Allowed
4A.2 Unifomr Load Structural per AStM E 330-97
Measurements reported were taken on mullion)
Loads held for 10 seconds)
@ 60.0 psf (positive) 0.14" 0.21" max.
@ 61.9 psf (negative) 0.19" 0.21" max.
Detailed drawings, representative samples of the test specimen, and a copy of this report will be
retained by ATI for a period of four years. The above results were secured by using the
designated test methods an they indicated compliance with the performance requirements of the
above referenced specification. This report does not constitute certification of this product,
which may only be granted by the certification program administrator.
For ARCHITECTURAL TESTING, INC.
Mark A. Hess
Technician
MAH:baw
0140486.05
Om
4 7o. Allen
N. Reeves, P.E. Director -
Engineering Services 2
6 .yAAcp 20a Z
VinylSi nitgur%5
u o
A
9
A
8
TAPCON * LOCATION OW
CODE W 11 RA7"ER LOCATIONS
SSE SaZE OP36 TD DP52 DP5Z.1 TO OP7U
12 181/8x25 A & C ABC
13 18 1/11 x 37 3/6 A 8 C A dt C
14 18 1 /8 x 49 5/8 A do C A 8 C
15 181/8x62 A & C A
16 18 1/8x 71 1/4 A & c A
1/2 32 25 1/2 x 25 A do C A A C
1/2 33 25 1/2 x 37 3/8 A & C A & C
1/2 34 25 1/2 x 49 5/5 A At C A h C
1/2 35 25 1/2 x 52 A & C A & C
1/2 36 25 1/2 x 71 1/4 A& C A 8 C
23 363x 3723/8 A & C A & C
24 36 x 49 5/8 A t C A A C
245 36 x 55 1/4 A& C A d C
25 36x62 A A
26 36x71 1/4 ABC A.0BC
32 52 1/8 x 25 A 8 C A& C
33 52 1 /8 x 37 3/8 A 8 C A a C
34 52 1 /8 x 49 5/8 A 8 C A. 8, C
345 52 1/8 x 55 1/4 A & C A. B. C
35 52 1/8 x 52 A ! C A. 8. C
36 52 1 /8 x 71 1/4 A 8 C A. 8, C. D
FLANGE
TAPCON' TYPE HARDENED MASONRY SCREWS INCWOE TAPCON, RAWL & SIMPSON
INSTALLATION INSTRUCTIONS s.w 1/15%02
FASTENER SCHEDULE
0 °";
PrAlmm «NA
3240 VINYL SINGLE HUNG
NONE ' ' '
INSTS240 -
ate 3oF3
1. Shim 0s requked at each Installation anchor as shown.
2. Anchor must be of a length to have 1 1/4' penetration
rannete or Mowery Owe Tdpcd„ Into mosonry o. concrete.
3. Caulk between window flange and buck.
v • 4. Caulk full perimeter of window.
Coma sw.een soak 5. If exact window site is not given, use anchor quantity for
a s
and Mesarvy 4e•kw next larger window In chart. k]B,)
S. pass thickness will vary with window site and design load.
11 1 1 LL
e 7. Letter designations on the topcon location chart Indicate where
v wood Bud, b oe+ws anchors are to be installed using the elevation as a key. y 8. An factory applied holes not designated for lopcon anchor
V
V should be filed with iE screws of sufficient length to provide
min. 5/a' embedment into wood buck.
erknetor Cew ey o/thwe
M. bet"" lump and beck _
c.k.d.
CODE w66JOM 10 *
LOCATION t944Rt
Concrete a Masonry Opwikep SIZESt2E ^70 OP35 DP35.1 TO OP50
Head atrde ok.nd.k 11' M. I« C, 0 C, D
k
Perbnslsr Cws I PENE1RAl1pN
i C, D C, 0
j
Uff C&A Between CD C, 0 rlonp
end , C. 1 >
Z 25 1/2 a 2S C. I, C, D L
rtenp TypeAWN, - . .... /33 25 1/2 A 3.72573/5 C, C C, D wkua.
Hood t/2 3412 1/2 . 49 5/8 C, 0 C, D 111/2
1/
2 3366 2521/2 P 7161/4 C, 0 B COD Jamb
22 36 25 C, 0 C. 0 23
36 x 37 3/8 C, D C. D 4
24 36 x 49 5/6 C. D C. D 245 >
s SS t/4 C. D 0, C. D r ;
25 36 62 C. D Br C, 0 aCleveasRoqurW / .t .I. s 25 36 x 71 1/4 B. C. 0 Q C. 0 32
32 1/11 4 25 C. D C, D d'
I SNMI ice- - 33 52 1/5 x 37 3/8 C, D C. 0 BIICII
4 ° 34 52 1 /3 s 49 5/d C. 0 Q C. D 345
52 1/5 x 55 1/4 Q C. 0 Q C. D I3552l/B r 62 B, C. 0 B. C. 0 Tolxen
36 52 1/6 x 71 1/4 B, C, D A. B, C. D oMoe
0brAno n wood Beck By other e
Ceulk
Mt•ew, 2M
24 t/4 x 00 1/4 C, D C. D Ovw
enstio 3040
30 1/4 x H 1/4 C. D C. 0 3030
38 1/4 x 60 1/4 , C. O Q C. D Pwkneeronw
Sill ( '' w" """ "-. 3060 4B 1/4 60 1/4 B, C, 0 Q C, 0 2
4 1/ . 71 1/4 B. C. 0 4 C. o A
P
So eYOthergINSTALLATION INSTRUCTIONS s W. 1/Is/oz C&
A settee, rteip aw Pn cat six ': •' '' & FASTENER SCHEDULE t1eijlT'
6 Gr` rw el TAPCON'
TVK HAROMD MASONRY II KWI WCLUCC TAPCON. BAWL a SWSM 'a 0. '• . 7 4 0 /7 4 4 SINGLE HUNG "°"t r ' " :
fjr
INST740 - C
C
Schfdulc
E zof 3 *
1, Shim as required at each installation an&or as shown.
2 Anchor must be of a length to have 1 1 /4' penetration
into masonry or concrete.
3. Caulk between window flonge and buck.
4. Caulk full perimeter of window.
5. If exact window size is not given, use anchor quantity for
next larger window in chart.
6. pass thickness will vary with window size and design load..
7. Letter designations on the topcon location chart indicate where
anchors ore to be installed using the elevation as a key.
Outride Di+neneian
Prlmater Caulc
CMIl k Otto I
Flange and Wde
Jamb
Cancsts or Masonry Opening
1j' LON.
rPENETRATIaM
e' I eOd
Q
d
Q
Q
d
C=
Tapean
Wood Buck Sy Others
Caulk Bete
t1L'SFtIM BUCK9uke and opening
Inside Dimension
EVALUATION ENTITY
Gary Pfuehler, P. E.
5665 Green Oak Court
Fairfield, OH 45014
Product Evaluation Report
for Florida DCA
Evaluation Report # 73W3-16
MANUFACTURER
Clopay Building Products Company
8585 Duke Blvd.
Mason, OH 45040
513.770.4800
Statement of Compliance:
The Clopay Building Products Company sectional doors as described on the drawings listed below meet the
design and test pressures shown. Based on the testing and rational analysis detailed below, this product is
evaluated to be in compliance with the following provisions of the Florida Building Code:
x 1601.1 Wind Loads 1625 Cyclic Tests for HVHZ 1626 Impact Tests for HVHZ
Other:
Description of Product: Steel Pan (min. 25 ga.) Double Car (9'2" to 160" wide) WindCode W3 Garage Door
Design Pressures: +20/-21 Test Pressures: +30/-31.5
Specific Models and Technical Documentation:
Model Test Report Drawing No. Comments
73W3, 75W3,
HCN-27 101308 Glazing per HCN-185C, HCN-3. Low head room track approved per
84AW3, 94W3 HCN-126.
Glazing per HCN-185C, HCN-3. Low head room track approved per42W3, 48W3 HCN-27 102042
HCN-126.
Glazing per HCN-185C, HCN-3. Low head room track approved per4RSTW3, 6RSTW3 HCN-27 102131
HCN-126.
Glazing per HCN-185C, HCN-3. Low head room track approved per1500W3HCN-27 102550
HCN-126.
Glazing per HCN-185C, HCN-3. Low head room track approved per4RSFW3, 6RSFW3 HCN-27 102408
HCN-126.
Glazing per HCN-185C, HCN-3. Low head room track approved per110RW3, 120RW3 HCN-27 101977
HCN-126.
Installation requirements: Installation must be in accordance with manufacturer's installation instructions.
Limitations and conditions of use: Jambs, lintels, sills or other structural elements required to prepare openings are not covered.
The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure
and in accordance with current building codes for the loads listed on the drawing referenced above.
Certification of Independence of Evaluation Entity: I hereby certify that (1) 1 have no financial interest in Clopay Building
Products Company; (2) I am an independent licensed Professional Engineer in the State of Florida; and (3) 1 comply with the criteria
of independence as stated in 913-72.110 F.A.C.
Signature:
Gary Pfuehler, P. E.
Florida P. E. No. 49850
Date:
FILE: 73W3-16 REv00.130C
MODELS: 73, 75 (25 GA STEEL SKIN) (sI INTERMEDIATE STILES FOR le' WIDE DOOR.
MODELS: 84A. 94 (24 GA. STEEL SKIN) / 1T ATTACHED w// TOG-L-LOC (roP t eor 20 W MIN. TENENO ED TO ATTACHED S DOOR
AND URETHANE ADHESIVE (ALONG CEN7) (KTOp, PATENTED SYSTEM
OPTIONS IONISI C1a
OR A
I e' ACRYLIC AVAILABLE
SEE SECTION B-B
MINI-
01 ON
DATE DESCRIPTOIH
03 2/1/2000 ADOFD JAMB ATTACHMENT INFORMATION
Oa 3/16/20M ADDED Low HEADROOM TRACK OPTION
05 11/13/2000 OTY.0) WAS (2) FOR TRACK BOLTS
06 9/2003 ADDED CENTER STILE OUANIT" CHART
VIEW'S'
ALlNitTOPBRACKET
w
DOUBLE HORIZONTAL
TRACK
MEW'C' IOW F YB OPTION
LOCKBO POST
TWO POINT LOOKING
tyE 1
ONE J' TALL A TO W
SIN. YIELD: SO N51)) L
U-BARPEA SECTION, OKCEPT
BOTTOM SECTION WHICH
5
REWIRES TWO U-BARS.
LOCATION OF L---
ovRONAL VENTS OPTIONAL OUTSIDE KEYED LOCK P051TKN DOM MEETS OR EX
LOADS FOR THE WIND SPEEDS LISTED BELOW
NOTE 1:
MAX.DOOR ANION - 16'-0'
IN nE RNATIONc
ACCORDING TO THE 2001 FLORIDA BLDG. CODE
OR 2000 IBC CE7-96 FOR THE FOLLOWING
CONDITIONS: 1 ENCLO BUILDING. 2)) ODOR
DO0R5 UP TO 7'-0' HIGH CONSIST OF ((a) SECTIONS (9NOwN)).
DOORS OVER 7'-0- HIGH CONSIST OF (5) SECTORS (NOT SRHOWN).
HAS 2' Oi TH IN BUILDINGS END I.E.
FRONT FRAME MI1N U.V.
COATING ON OUTSIDE SURFACE 114N5/e' SHEET PETAL SCREWS J IMPORTANCE iACTL OF I.0 a) ANYANF
WIn0 SPEED MPH stao iQU 110 ffO
1 T e3 LAG SCREWS OW ZT-I T CENTERS. 1 OD.
SIN. WASHER REQUIRED, VD SCREWS MAY BE COUNTERSUNK
EXPOSURE LEVEL B C B C
MEAN ROOF HEIGHT 30' 17' 30' N/A
SLIT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
SURFACE. HORIZONTAL JAM85 W NOT TRANSFER LDAD.
IPilO1Hu t0 wFWOR1/e ACAV WINDOW LATE O O
25 W MN. CAM STEEL SIGN
WITH A BAKED -ON PRIMER,
AND A BAKED -GI POLYESTER
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
SHIP LAP JONTS.
3' TALL U-BRA
20 W CAM STEEL
MIN. TOLD STRENGTH: 50 KS
SECTION A -A (SIDE VIEW)
MOLDED INSIDE SECTION B-B I t'vJ/4' SELF YELLOW PINELATERETAINER
ee3/a' PAN HEAD SCREW TAPPIN SCREWS. C
2.0 JAMB
10 SCREWS PER LITE) la W END NINGF[ f6 W INTE161ETfuTE NINfE
2' THICK
Of NEW • NEW •C•
ENTERS p00R
12 G. DALY. STEEL TRACK
TENED TO _ D IAMBHONE5/1KETS6%11-5/6' LAC SCREW
PER TRACT( BRACKET.
a 1a 1 1
1
SNAP LATCH ENGAGES
ONTO VERTt TRACK. 2' GALV. STET) TRACK FASTENED TO
I GI GALV. STEEL TOP ONE SNAP LATCH ON12 W GALV. STEEL TRACK BRACKETS,
ROLLER BRACKET, EACH LATER. SnIE
EACH SIDE OF DOOR, TRACK ATTACHED TO EACH BRACKET
BRACKET ATTACHED w/(a)
1{ 513' SHEET META
WITH 011E 1/4'A5/6' Bar !NUT
TEST LOAD
HORIZONTAL TRACK SUPPORT BY
ODOR INSTALLER (TO SUIT)
13 W GALV. STEEL FLAG BRACKET.
EACH FASTENED TO W000 JAMB WITH
3) s/16'WI-5/e" WOOD LAG SCREWS.
ti= DOUBLE TRACK
TRACK CONFIGURA11011
LOW HEADROOM IS
AVAILABLE AS AN OPTION
DOORHEIGHT I 'L'
r 2' DAILY. STEEL TRACK, _
MN. TRACK THICKNESS: .060•
e -a ee
TYP. 2-1/2•r12 W GALV. STEEL TRACK BRACKET.
a) TRACK BRACKETS PER SIDE.
fr-20 BOCKfa" YN. CONCRETE C UYN
l e H SLEEVE ANCHORS ON 24 CENTERS (BOTH
C-90 BLOCK OR 2.000 PSI MN. CORETE) OR1/4"0' TAPCCN SCREWS ON 21'NCCENTERS (2,000
PSI um. CONCRETE). WASHERS INCLUDED WITH
SLEEVE ANCHORS, 1' 0.0. MN. WASHERS REQUIRED
WIN TAPCONS. ANCHORS MAY BE COUNTERSUNK
BUT NOT REQUIRED) TO PRONDE A RUSH
MOUNTING SURFACE. HORIZONTAL JA1BS DO HOT
TRANSFER LOAD.
STOP MOULDING BY DOOR INSTALLER (TO SUIT)
20 GA. MIN. GLV. STEEL END SOLE
20 W CALV. STEEL INTER. STILE
7/115• I.D. ROUND PUSIHNUT
FASTENER (ONE PER ROLLER)
PER ENO HINGE.
kiqEWS. END
OR TWO 1/4 ORNETS. OlRS10E
KEYED M
HANDLE
STILE INTER.
2'
DA. SHORT STEP, 10 BALL STEEL ROVER. STILE
STILE d69
CONFIGURATION STLE
INSIDE
H IA LOCK BAR PREPARATION
OF .WIGS BY OTHERS_ SECTION C-C ENGAGES
IN OUTSIDE
KEYED LOCK OU-M lE TRACK
ON EACH
SIDE aleOPl
DART MS — IN RILE u
M—W. NAP
LATCH LOCK OPTON HANDLE OF DOOR, DESRN ENGINEER: MARK WESTERFIELD, P.E. THE
DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS RORIOA P.E. /4e495. NC P.E. /23e32. TEXAS P.E. /91513 J'
TALL . 20 W GALV. STLE LOCK ENGAGES SHALL
BE THE RESPONSIBIUrY OF THE PROFESSION& OF RECORD
FOR THE BUILDING OR STRICTURE AND IN ACCORDANCE STEEL
U-BRA. ONE U-BRA ON GrrSIDE
KEYED I
K BA0. LKOK KINf. WITH CURRENT BURRING CODES FOR THE LOADS USTED ON DESIGN LOADS: +20.0 PSF & -21 .0 PSF EVERY
SECTION, EXCEPT BOTTOM TRACK. ONE THls
DRAWING. TEST LOADS: +30.0 PSF h -32.0 PSF SECTION
WHKDI HAS TWO U-BANS. EACH
U-BAR ATTACHED WITH PER
STILE LOCATION.FTAPPERa' SELF TARRING SCREWS LOCK
ON EACH
ypE DOOR. Clopay CLOPAY
BUILDING PRODUCT$ COMPINY eses
RAKE BLw. EIASON,
GH 45040 SCALE
NONE PLOTS KA%. DOOR SIZE - 16'
2'W It6'H ED
sJ) nD-aeao DATE, 2/7/97 DE90r+mr[On GaIwY
Corpamtian A Right, ReeWY.6. DRAWN BYE MODELS 73 75 84A 94; 16'W; +20,-21 DES. LOAD'. CHGALV. STEEL BOTTOM BRACKET. Building Products M WW IN / / 1CIHED
WITH (2) /tav5/e' SHEET PETAL SCREWS, Company
of
Orr thepamente oepioteo herein an the eoM ProPertY DRAMING NUNBER REVS NUM
E%IRlI510N horn o n n1 0 farm "the it a Wnll nmar not 1>. repro6Uoeo CHECKED BY B 06 rfyPVmleeion. 101308IL STRIP,
Legal Description
Tract I. Begin 15 feet North of the Southeast corner of the following described
Tract of land, to wil, "The Fast 66 feet of the Northwest r/. of the Northwest I/, of
Section 36. Township 19 South, Range 30 East. Less the North 30 feet thereof
deeded to the Board of Commissioners, for Public Road ": thence run South 25 feet:
thence (Vest 66 feet. thence North 98.06 feet, thence Southeasterly along the
drainage ditch right-of-way to the Point of Beginning (Presumably 99.2 feet),
Traci 11: That part of the West 66 feet of the East 132 jeer ojthe Northwest V,, of the
Northwest V, of the Southwest V,, of Seciion 36. Township 13 South, Range 30 East.
lying South of perpettml easement and right-of-way granted to the State of Florida,
recorded in Official Records Book 37. Page 320, of the Public Records of Seminole
County, Florida.
Tract 111: All that part of the West 66 jeer of the Fast 198feei of the Northwest V, of
the Northwest Y. of the Southwest I/, of Seciion 36. Township 19 South. Range 30
East, lying Fast of the (Vest line of right-of-way drainage easement granted to the
State of Florida and described and recorded in Official Records Book 37, Page 320
of the Office of the Clerk of the Circuit Court of Seminole County, Florida, as
extended South along course of said West line South tin 27'04 - East to the South
line of said Northwest V, of the Northwest V, of the Southwest V, of Section 36,
Township 19 South. Range 30 East, and lying South of said drainage easentent
right-of-way described and recorded as aforesaid.
Traci /V' Beginning at the Northeast corner of loot 42, TWENTY WEST,
according to the Plat thereof, as recorded in Plat Book 16. Page 36, of the Public
Records of .Seminole County, Florida, run North 00900'50- West 22 jeer to the
South line of the Northwest 9,, of the Northwest %, of the Southwest I/, of Section 36.
Township 19 South, Range 30 Fast, thence run North 89°44'02 - West 196 87 feet to
the Fast line of loot 45: thence rim South 0090932- East 22 feet thence run South
89°44'02" Fast 196.81 feet to the Point of Beginning.
Tract V: Section 36, Township 19 South, Range 30 Fast, the Fast 66 feet of tlhe
Northwest I/, of the Northwest V, of the Southwest % North of ditch (lies North 142
feet).
Community number: 120294 Panel: 0045
Stifftx: E F.LR.M. Date: 411711995 Flood Zone: A'
Date offteld work: 811312003 Completion Date: 811512003
Certified to:
Charles Parkhill: Kathleen Oliver: Universal Land Title, Inc.: First American Title
Insurance Company; The CU Mortgage Center, its'successors and/or assigns.
TWENTIETH STREET
N. 89' 5178 T. 800. 00'(CAL C)
LOT 5.
LOT 51
0
Lot 52 i
tit
LOT 5h
LOT 50
LOT 49
LOT .8
U
LOT 47 A `o CONCRETE
I, BUILDING
n a
h
LOT 46
h
2
LOT 43
rcu
LEGEND
u Wood Fence GYI'\' Cable Ri,cr N1.11 Manhole
Wile I -Ghee V 1\1 Water Nlclei N "I" S Not to Scale
F N. fourd Nall 11:1_. telephone facilities O R. Official Record,
Property Comer 75=Z71 Covered Area O R.H. Official Record, Book
R Record H.R. Bearing Relercnce P.C.P. Permanent Control Point
M Field \1ea,ured CI I Chord I' R.NI Permanent Relercnce \Monument
CL Clear RAI) Radial PC, Page
E:NCR Eiicruachmcnt N R Nun Radial I'VNI I" Pavement
L Ccnterlme AIC Air Conditioner PH. Plat Book
C'micrete H \1 Herich Mark Pi) B P,onit of Hegl,llliitg
IL Property Uric C. Calculated P.O.C. Polut of Colttineaec,itenl
C \1 Concrete NlUnunllnl 7777 Block Wall POI_. Point on 1_111c
I'.I R. pound Iron Rod 0 Central Anglc/Delta PC Pouu of Cur,•:uurc
Ri P futind Ir)r Pipe D.B. Deed Book P R.C. Point of Reverw Cun•:uure
R/W Right Was. KIE Of .) 1) D •, • I urn or Deedc. Lr p ud PTI Point of'ran a •,• L.utL-
NfiD Nail & Disk D II Drill Ilule R Radw, (Radial)
1).L' Drllnagc I:a,cnteni DAV Dive way R.O.E. Ruol Overhang I:a,einent
U.E. Utility Ea cute," I:S\1T Easement S.I R Set Iron Rod & Cap
FD round 17L I:Icv:moll SAV Sidewalk
11 Plat ICF. Fini,hed Moor 1' O 11 Top of HmIL
A,pliall 17.0 \1 Found Concrete \foluunew ITV Typical
O 11 U Overhead Uulittc, 1' P K found Parker -Kalov Nall C. Nhtne„ Corner
PP Power Pole I_ Length 1005 Emoting Elevation
I'ruufunner L.A.E Limited Acce„ Fa,cmcnt E 0 W Edge Of Water
HEAVILY I WOODED
SCALE: I' - 100'
65.95'(C4LC)
AS
g
J I.7' h '•.
J7.8' ! g v •. n
0
MY Raw v{
N.89•..'07 w. 196 81 •(CALC)
rw !/8-
Property Address.
1200 (Vest 22nd Street
Sanford. FL 32771
GENERrV_ NOTES Survey number: A 226601LegalJe,cnpuun pru„dcd by odt-
2 The Lnul, ,h,,\m here.... were nu, ;Ih„inch•) ti,r emcnlenn wi other ra wiled cncunlhrnncc, nut
I,ww n wit the plwt
i L'ndcrgmund F—liun, of 1„ limp, rbu Wait , ur ,her unpunemenn —. no, 1--d
a ,wall tic, are to the tact of thew all
5 unto , nmie cnema.hn,en„ h,e;Ied
r. No Idanull n- I Ind u I pnlNits n, r unh— n nod
7 Ilnncmum, ,hit„ n arc plat and n,cu,un•d unlc„ othem tic n,r:,:.
s l:leeauwn, If ,h,,,, n era h.ned npwi . c.Y n rr,) „nlc,• when,,.: •,,y-J
AJlummg hut, ore w Ilan the ..hue hlocA. ante„ w,hm, tie for,: / It)1hi,
I, it AS-11 I'll. I'S U RYhY „nic„ulilem nzd 11.No, ,
andunle„.... cJ „nl: ,hc ,Ignmg wr,.. c.nl;,,.,eJ ,c. I / 12 rluod
lene d,,ennuun„ns are pit„ 1.10 a; a war .r nI\, .nJ .i , Jcn(`J ,.am the hr,t ,uurec, a, actable
w the ,unc,m rhn W.mn won ,hw IJ nuilho rchaJ pry• I Ito.•, —,--c prup,,,c,
ana rna, JIOcr fnnn uJnm,annn pro ulc.: r ai.,en O1.It7u,
rr„wnr„•,
n/,do„dn„r,r.,.I.unr,•„n. y„ •„fur,„n.I n,1„I„y,n,•drrnd,•, I Italpn,
werdlr.
it — - - -- use;-•,p.rf.•,,,..,r .n Swc:•Ilull'
l ' ong Sun'eyntg. Inc 365 \Vaynunu
Chin,. Suite IVY Lake Mary. I - 32746 waive 1,
1 638.7631 Fay 407 688.7691