HomeMy WebLinkAbout2412 Mellonville Ave 14-1042; REBUILD STORAGE SHEDCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Documented Construction Value: $ /), ', QQr 2
Job Address: Historic District: Yes El Nlyk
Parcel ID: 4— :44
Description of Work:
I I
Plan Review Contact Person: "4' LAA4 Title: 'C_4zaz!L
Phone:ltl Fax E-mail:
Property Owner Information
Name rX 10"!5- Phone:
Street: L (? Resident of property?
City, State Zip:
Contractor Information
Name &),N10aa Phone: 7
Street: 'Alo d Fax: '/xz
Z
City, State Zip: State License No.: 07,3
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
sue; i'Y: A*_A_
Address: Address:
7 V
Building Permit [3
Square Footage:
No. of Dwelling Units:
Electrical 13
New Service — No. of AMPS:
PERMIT INFORMATION
Construction Type: - No. of Stories:
Flood Zone:
Mechanical 0 (Duct layout required for new systems)
Plumbing 13
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads:
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. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature ofOwner/Agent Date Signature Of Contractor/Agent Date
Print Owner/Agent's Name Name
a OhioI
COTT"'-,
Signature of Notary -State of Florida Date Signature f j`vf 040faiv Public - to MQtttia
My comm Expires Jan 16, 2018
Commission # FF 071760
BoWed Through National Notary Assn.
Owner/Agent is — Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
Contractor/Agent is _ Personally Known to Me or
Produced ID _ Type of ID 1"
WASTE WATER:
FIRE: BUILDING:
Rev 11.08
CON +o-oc-
CT'n apptal-(- I /000.(-,10
1
ANNEETTiE S6101T
Notary Public - State of Florida
11, Comm, Ex0foll 1,11, 11, 2016
Commission # FF 071760
Bondcd Ttwough Natimal Notary Assn
l
THIS INSTRUMENT PREPARED BY:
Name: Willaim H. Crapps
Address: 2412 Mellonville Ave. Sanford, Fl. 32771
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
t I
Permit Number: 1 `1 — I 01A
MARYANNE MORSE, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BK W23 Pp 1606; (1pq)
CLE-'RKIS # a014025972
RECORDED 03/10/a@14 01:16;51 PM
RECORDING FEES 10.00
RECURDED BY H DeVore
Parcel 10 Number: 31-19-31-520-0000-1180
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.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
LEQ 5 371/2 FT of LQ1 11 a + 611 10119 19 1 Q + N 12 El Qf 191124 $aofd Pgrk PB 62
PAD: 2412 Mellonville Ave GENERAL DESCRIPTION
OF IMPROVEMENT: Rebuild a
storage building OWNER INFORMATION:
Name: William
H. Crapps Address: 2412
Mellonville Ave., Sanford, Fl. 32771 Fee Simple
Title Holder (if other than owner) QAddress: CONTRACTOR:
RobertBarbour
Address: 800
Meisch Road, Sanford, Fl. 32771 Persons within
the State of Florida Designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1)(b), Florida Statutes. Name: None
Address: In
addition
to himself, Owner Designates of To receive
a copy of the Lienor's Notice as Provided in Section 713.
1 3(1)(b), Florida Statutes, Expiration Date
of Notice of Commencement (The expiration date Is I year from date of recording unless a different date
is specified) Q3110/2015 WARNINg TO
QWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES,
AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF
YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING
WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. V Under
penalties
of perjury, I declare that I have read the foregoing and that the facts stated in It are truce A to
the
best of my knowledge and belief. w William
H. Crapps i IJ Owner'
s
Signature Ownef's Printed Name Florida Statute
7 1 3A 3(l)(9): "The owner must sign the notice of commencement and no one else may be permitted to sign in his s orher stead CN, of County
RjL!' State t18UThe foregoing
instrument was acknowledged before me this day of 20 > Z by
Who
Is personally known to me V Name of
person making statement OR who
r n1ificatING tification produced: q CHRISTINA LAWSON
Notary Public
State of Florida of FloridaMyComm.
Expires Feb D12,2017674235 :AD
A lla.Z= aFeb
1 2 - 2 1 CE
2 5 commission 0EE6743lostNotary
Alifill Bonded ThroughNalw0nillNotaryAssn. Notary signs
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 4
x
PARCEL DETAIL
7
41
AYtb JOHNSON, CFA, ASA 27 T'.. :+7 114 111
1 =3 d 5
PROPERTY n ;;d 113 1 ti1,
ii 82 a3 11a 1tb 8 ,
APPRAISER 36 d4 118 11e 1 2 s
is 57 1dl 121 1 10
SEMINOLE COUNTY FL. 39 44 t,r 1 3
1
41 80 at 134 126 11
1101 E. F1RST sT 1 c'1 iti 12
sANFolxo,FL32771-14613 4a 12 tzr 3 13
3
407 - 665 - 7506 4? A t:a1 14 4_
4A t32 133 6
6t 13d k". 113I ,1' 7 GENERAL
Parcel
Id: 31-19-31-520-0000-1180 Owner:
CRAPPS WILLIAM H & LUCIA W Mailing
Address: 2412 MELLONVILLE AVE City,
State,ZipCode: SANFORD FL 32771 Property
Address: 2412 MELLONVILLE AVE SANFokb 32771 Subdivision
Name: SANFO PARI4-+ Tax
District: S1-SANFORD Exemptions:
Dor:
01-SINGLE FAMILY VALUE
SUMMARY VALUES
2014
Workinla
2013
Certified
Value
Method Cost/Market Cost/Market Number
of Buildings TIG rnETW0P. ! RD'1ERTISEmEn-r Depreciated
Bldg Value 100,943 95,561 Depreciated
EXFT Value 1,632 1,442 Land
Value (Market) 52,170 52,170 Land
Value Ag 0 0 Just/
Market Value 154,745 149.173 Portablity
Adj 0 0 Save
Our Homes Adj $0 Amendment
1 Adj $0 Assessed
Value (SOH) $154.745 $149,1 Tax
Estimator 2014
TAXABLE VALUE WORKING ESTIMATE Taxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund 154,745 0 154,745 Amendment
1 adjustment is not applicable to school assessment) Schools 154,745 0 154,745 City
Sanford 154,745 0 154,745 SJWM(
Saint Johns Water Management) 154,745 0 154,745 County
Bonds 154,745 0 1 44.7 51 The
taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES
2013 VALUE SUMMARY Deed
Date Book Page Amount Vac/Imp Qualified 2013 Tax Bill Amount: $3.042 http://
legacyweb. sepafl.org/weblegacy/re_web.seminole_county_title?parcel=31193152000001180&cpad=MELLON V I L LE&c... 3/ 10/2014
City of Sanford
Shed /•Gazeho Permit Application Checklist
iDn,
SV All permit application packages must be complete prior to acceptance. You must check each
4 box to the left or indicate n/a on this submittal. A complete application package shall
include the following:
Building Pennit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
Copy of applicable contractor's license issued by the State of Florida (if contractor is
applicant).
A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the pennit application as the contractor.
Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
Completed and signed Owner Builder Statement / Affidavit (if owner is applicant).
A— Two (2) site plans 'indicating proposed location and distances to property line(s).
Shed or Gazebo I O'x 12'or less:
Completed and signed Statewide Product Approval Specification Form.
Two (2) copies of manufacturer's installation instructions.
Commonly accepted construction practices with appropriate tie downs or;
ANSI / AF & PA WFCM wood frame construction manual for one and two family dwellings.
WPPC Guide to wood construction is high wind areas.
Florida State Department of Community Affairs Approved Building.
fl Shed or Gazebo greater than 10' x 12':
Two (2) sets signed and sealed engineered drawings. Wind design data required on drawings per
FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings,
0 Completed and signed Statewide Product Approval Specification Form.
Two (2) copies of manufacturer's installation instructions,
0 Florida State Department of Community Affairs Approved Building,
These guidelines were compiled to assist the applicant in preparing a Shed / Gazebo permit application and
may not be complete. The applicant is required to meet all City of Sanford, state, and ,federal code
requirements.
Revised: No vember 2013
MAR I 0 Z014
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Documented Construction Value: $ 000
Job Address: -2±JAJ Historic District: Yes El N 1h"
Parcel ID: a&ning: IX/1
Description of Work:
I I
b u = Plan Review Contact Person. Title:'
a f
Phone: 4Fax, E-mail: A11.4Property
Owner Information Name
rA Phone: 1_02 - -3 41 10 09 Street:
Resident of property? City,
State Zip: Contractor
Information Name
Phone: 7 s_-9,4" Street:
eAiw 6 b-d Fax:Z
City,
State Zip: State License No.: C)l L)'7,1 Architect/
Engineer Information Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Z26:
7
Building
Permit 0 Square
Footage: No.
of Dwelling Units: Electrical
13 New
Service — No. of AMPS: Phone:
Fax:
E-
mail: Mortgage
Lender: Address:—
PERMIT
INFORMATION Construction
Type Flood
Zone: No.
of Stories: Plumbing
13 New
Construction - No. of Fixtures: Mechanical
C1 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. ofheads:
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. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 711
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
pen -nit is released.
Signature of Owner/Agent Date
Print OwnertAgent's Name
Signature of Notary -State of Florida Date
Owner/Agent is __ Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING: A. I'/ A UTILITIES: ENGINEERING:
tZ7,;5
FIRE: Signature
ofContractor/Agent w
Date
4
A I f
Agent'
s Name f
silotady' Public - 5tat lorlda My
Gomm. Expires Jan 16. 2018 IF
CommissionF 071760 Assn.
BondedThroughNationalNotaryAS$ 'I Contractor/
Agent is Personally!,Known to Me or Produced
ID Type of ID WASTE
WATER: BUILDING:
Rev
11.08
March 12, 2014
City of Sanford
300 N. Park Avenue
Sanford, Florida 32771
RE: ESTOPPEL LETTER
Accessory Structure (storage building) at 2412 Mellonville Avenue
Permit #14-1042
This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the
basis for issuance of Permit No. 14-1042 for the following work:
Construction of a storaae building for William H. Crapps, hereinafter referred to as the "Owner," recognizes that
issuance of Permit No. 14-1042 will be made with limitations as more particularly set forth herein, The Owner
recognizes that this approval does not exempt us from complying with any applicable building codes, land
development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable
development regulations.
By issuing Permit No. 14-1042, the City does not guarantee approval of any other development orders or
development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the
City for the storage building until all required land development approvals have been obtained and all required
improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City
the right to deny use of the storage building until all of the above referenced project is in compliance with all
applicable development regulations.
The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any
and all losses, damage, injuries and claims in any way relating, directly or indirectly, to the permitting or
construction of the above referenced project or the issuance of Permit No. 14-1042, The Owner also agrees to the
following as additional conditions for Pen -nit No. 14-1042:
The previous and proposed storage building encroaches into a 14 foot utility easement. Until the easement is vacated
by the City of Sanford, the property owner would be responsible to remove any portion of the structuEq_gggrQAghing
the easement if and when the Citv deemed it necessary.
The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest,
contractors, subcontractors and agents. The undersigned further warrants that he or she is authorized to bind the
Owner and has been duly authorized to sign this document.
WITNESSES:
ature
Printed/Typed Name
t-A
Si nature
Z au
Prints d/fyped Name
OWNER)
Signature
William H. Crapps
2412 Mellonville Avenue
Sanford, FL 32771
STATE OF FLORIDA
COUNTY OF SEMINOLE
s acknowledged before me this day of a lr byxir -A&?-- CThefore
as6incc, (Y) 0 C.(- for
Ding wa
o4ho is personally known to m br It p 0 u e tt ei F o 'd ver's Li n as idertificati n.
0 t4owy Public State of Florida
Mefy L Muse Notary ublic ate, q'lorid
FXPIM
My Commission EE096189 Print Na c: i,
My Commission Expires:
T:,De,dopment Review, 16-Estoppel Letters -Hold Harmless Agreements Estoppel letter- 24t2 Mellomille Avenue (BP 14-1042),doc
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ASTM 15
Uses & Descrigbon
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MSA ASTM 15 is an asphalt saturated or"ni'*ld for use as an un-
derlayment with asphalt shingles in commerclacia and residential applications
Meets Florida Approval BFL # 2077
Spgcificabons
D 226-97a TYPE I
PLIABILITY , tested with 112" (13 mm) radius 0 770E (250C) NO FAILURES
MOISTURE .1 at time of manufacturing 4.3%, max
LOSS ON HEATING, 02210F (1050C) for 5 hours 4%, max
NET MASS OF SATURATED FELT lbsL IROft2 11.5 min MASS
OF SATURANT , lbs/100 ft2 6.2, min MASS
OF DESATURATIED FELT lbsiloo ft2 5.2, min ASH,
de"turaW felt mass 10% max SATURATION
120%, min 17113—
STATES ASPHALT Tuscabm,
AL 1 (800) 489 — 2391 www,
msaroof,com
Florida Building Code Online R# e2of3i
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Product Approval Method
Date Submitted sc
Date Validated
Date Pending FBC Approval
Date Approved
mmary of Products
Method I Option A
12/07/2011
01/12/2012
01/17/2012
FL #_.... FModel, Number or Name Description
1956.1 Elite Glass -Seal A three shin le.
Limits of Use Certification Agency Certificate
Approved for use In HVHZ, No FL1956 R6 C CAC Tarnko Service Conf Ft_
Approvedfor use outside HVHZ: Yes
Impact Resistant. N/A
Design Pressure: N/A
FL1956 R6 C CAC ,hin fe.name ShAnge.pdfgLitr
Quality Assurance Contract Expiration Date
Other: Asphalt shingles shall be used only on roof 03/19/2013
slopes of 2:12 or greater. Nails must be used as the Installation Instructions
method of attachment.
FL1956 R6 11 glass s 1 11 P a it f aRril I04pdr
Verified By: Robert Nieminen 59166
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
1956.2 ]Glass -Seal 1A three tab asphalt shin le.
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: Na
Approved for use outside HVHZ: Yes L9_i 0 1 M
Impact Resistant: N/A FL1256_R6 qCA I 1 r shin tff_nam han e. df Quality
Assurance Contract Expiration Date DesignPressure: N/A Other:
Asphalt shingles shall be used only on roof 03/19/2013 slopes
of 2:12 or greater. Nails must be used as the Installation Instructions method
of attachment. ELIK6 R & I of Verified
By: Robert Nieminen PE 59166 Created
by Independent Third Party: No Evaluation
Reports Created
by independent Third Party: 19563
Heritage A dimensional asphalt shingle. Limits
of Use Certification Agency Certificate Approved
for use In HVHZ: No FL Approved
for use outside HVHZ: Yes ins e io . df Impact
Resistant: N/A 19.i6 _R6C Design
Pressure: N/A Quality Assurance Contract Expiration Date Other*
Asphalt shingles shall be used only on roof 03/19/2013 slopes
of 2:12 or greater. Nails must be used as the Installation Instructions method
of attachment. Verified
By: Underwriters Laboratories Inc. Created
by Independent Third Party: lEvaluation
Reports Created
by independent Third Party: Heritage
30 A dimensional asphalt shingle. Limits
itsimof imitsofUse Certification Agency Certificate rAppr1956.4
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for use in HVHZ: No PvCApprovedApproved
Approved for use outside HVHZ: Yes PvFLI
R Q m k oervj c eon FL 195I
Opdf Impact Resistant: N/
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PDesignPressure; N/A ELLU_6RL.C
C&C 1jr -_shinglg ant hAGgg If Quality Assurance Contract
Expiration Date Other: Asphalt shingles
shall be used only on roof 03/19/2013 of slopes of
2:12 or greater. Nails must be used as the Installation Instructions method of attachment,
FL1956 R6 11 h vita e 30 ins -11 10 -If ing_L@pijl Q_
f p o VerifiedBy: Robert
Nieminen PE 59166 Created by Independent
Third Party: No Evaluation Reports Created
by independent
Third Paqy: 11956.5 Heritage
50 i A dimensional asphaltshingle, Limits of use
Certification Agency Certificate Approved for use
In HVHZ. No C Q Service ;qnf,Fl_ Approved for use
outside HVHZ: YesQ16a if Impact Resistant. N/
A Design Pressure: N/
A Quality Assurance Contract Expiration Date Other. Asphalt shingles
shall be used only on roof 03/19/2013
Florida Building Code Online
Page 3 of 3
of 2:12 or greater. Nails Must be used as theIofattachment.
IHeritaqe Premjum.
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Asphalt shingles shall be used only on roof
slopes of 2:12 or greater. Nails must be used as the
method of attachment,
Limits of use ---
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure. N/A
Other: Asphalt shingles shall be used only on roof
slopes of 2:12 or greater, Nails must be used as the
method of attachment.
956.8 Heritage XL
Limits of Use
Approved for use In HVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Asphalt shingles shall be used only on roof
31opes of 2:12 or greater, Nails must be used as the
nethod of attachment.
Lnstaitation Instructions
FL1956tLlf I h_ffl ta Qin t ,rl 0 f F196R6IIhriae
0 Verified
By: Robert Nieminen PE 59166 Created
by Independent Third Party: No i-
ell"V111cation Agency Certificate FL
956 R6 C CAC fbc 1956 - Ul third - art n<-
1ti- -11 Quality
Assurance Contract Expiration Date 03/19/2013 Installation
Instructions ELIL_
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Contract Expiration Date 03/19/
2013 Installation Instructions
EL1956 R§
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Underwriters Laboratories Inc. Created by
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Created by
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asphalt shingle. Certification Agency
Certificate fL—'Sl;
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Robert Nleminen PE 59166 Created by
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Created by
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JbQ Ns2rth MonroCr Rb2nt._ 4 The State
Of Florida is an AA/EEO employer. COPyright ZQ97 201Q State Qf Flon0a. :: ft-tyA9y_51X9M= :: & crib ility 51AIgmeat Under Florida
law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity, instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA wet accessibility, pleasecontactourWebMasteratProductApproval
Accepts: a W
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Regulation
AA0QU9ak9 > Application Detail
ElmFL FL1956-R6
Application Type Revision
Code Version 2010
PV'ILOUUII Status Approved
Approved by DCA. Approvals by DCA shall be reviewed and
ratified by the POC and/or the Commission If necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
TAMKO Building Products, Inc.
PO Box 1404
Joplin, MO 64802
417) 624-6644 Ext 2305
kerri_eden@tamko.com
Carter Lea
carterlea@tamko.com
Kerri Eden
PO Box 1404
Joplin, MO 64802
417) 624-6644 Ext 2305
kerri—eden@tamko.com
Roofing
Asphalt Shingles
Certification Mark or Listing
Underwriters Laboratories Inc,
Robert J. M. Nieminen, PE
Validation Checklist - Hardcopy Received
AtgngArd
ASTM D3161
ASTM D3462
ASTM D7158
YAA-r
2006
2007
2007
TAN application Instructions [or01• Slice Glass -Seals
BUI4DIN6 pk06U- s a Glass -Seal
THREE-TAn Asonfli_rR 1@n we-r etex Joplin, Mo
i uscaioosa, AL
THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROMFAILURETOFOLLOWTHEMANUFACTURER'S INSTRUCTIONS.
THIS PRODUCTIS COVERED BYA LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER BELOW401F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMF!
A T811L• it is not necessary to remove the plastic strip from the back of the shingles. t.
ROOF DECK These
shingles are for application to root decks capable of receiving andretainingfasteners, and to inclines of not less than 2 in. per foot. Forroofshavingpitches2In. per foot to less than 4 in. per foot, refer tospecialinstructionstitled "Low Slope Application". Shingles must be applied
property. TAMKO assumes no responsibility for leaks or defects resulting
from improper application, or failure to property prepare the surfacetoberoofedover. NEW
RO_ f _D CK CONc'r: Root deck must be smooth, dry
and free from warped surfaces. It is recommended that metal drip edgesbeinstalledateavesandrakes. PLYWOOD:
All plywood shall be exterior grade as defined by the EngineeredWoodAssociation. Plywood shall be a minimum of 3/8 in. thickness
and applied in accordance with the recommendations of the EngineeredWoodAssociation. S
EATHI@IOi-0 2AWs. Boards shalt be well -seasoned tongue -and - groove
boards and not over 6 in, nominal width. Boards shall be a 1 in,
nominal minimum thickness. Boards shall be properly spaced and nailed. inadequate
ventilation of attic spaces can cause accumulation of moisture
in winter months and a build up of heat in the summer. These conditionscanleadto: 1.
Vapor Condensation 2.
Buckling of shingles due to deck movement. 3.
Rotting of wood members. 4.
Premature failure of roof. To
insure adequate ventilation and circulation of air, place louvers of sufficient
size high in the gable ends and/or install continuous ridge andsoffitvents. FHA
minimum property standards require one square foot of net free ventilation
area to each 150 square feet of space to be vented, or one square
foot Per 300 square feet if a vapor barrier is installed on the warm side
of the ceiling or if at least one half of the ventilation is provided near
the ridge. if the ventilation openings are screened, the total area shouldbedoubled, R.
FASTENING S..
TAMKO recommends the use of nails as the preferred method ofapplication. YlLI
P-CAIZILQN.;. Extreme wind velocities can damage these shingles after
application when proper sealing of the shingles does not occur. This
can especially be a problem if the shingles are applied in cooler months
or in areas on the roof that do not receive direct sunlight. Theseconditionsmayimpedethesealingoftheadhesivestripsontheshingles. The inability to seal down may be compounded by prolonged coldweatherconditionsand/or blowing dust. In these situations, hand sealing
of the shingles is recommended. To insure immediate seating, apply4quarter -sized dabs of TAM-PROo Premium SBS Adhesive or
TAMKO Tam -Seat Adhesive on the back of the shingle i" (25mm) and
13" (330mm) in from each side and 1" (25mm) up from the bottom of
the shingle. Press shingle firmly into the adhesive, For maximum wind
resistance along rakes, cement shingles to the underlayment and
each other in a 4" (102mm) width of TAM -PRO SBS Adhesive orTAMKOTam -Seal Adhesive. Caution: Apply ONLY a thin uniform layerofadhesivelessthan1/8" (3mm) thick. Excessive amounts can causeblisteringoftheshinglesandmaysoftentheasphaltincertainunderiayments
resulting in the asphalt flowing, dripping and staining. Shinglesmustalsobefastenedaccordingtothefasteninginstructionsdescribedbelow, Correct
placement of the fasteners is critical to the performance of the shingle.
If the fasteners are not placed as shown in the diagram and described
below, this will result in the termination of TAMKO's liabilities under
the limited warranty. TAMKO will not be responsible for damage to
shingles caused by winds in excess of the applicable mph as stated inthelimitedwarranty. See limited warranty for details, ners
must be above or below thefactoryappliedsealantmanareabetween87 /2" and 6-3/4" from the
butt edge of the shingle. Fasteners should be located horizontally accordingtothediagrambelow. Do not nail into the sealant. TAMKO recommends
nailing below the sealant whenever possible for greater windresistance. 1)
Standard Fastening Pattern. (For use on decks with slopes 2 in. per
foot to 21 in, per foot.) One fastener 1 in. back from each end and one
12 in. back from each end of the shingle for a total of 4 fasteners. Seestandardfasteningpatternillustratedbelow). LA
s fi
s
1rz^ ExM
tyre j+ Wt
Edge 2)
Mansard Fastening Pattern. (For use on decks with slopes greater than21in. per foot.) One fastener 1 in. back from each end and one fastener
10-1/2 in, back from each end and one fastener 13-1/2 in. back
from each end for a total of 6 fastener per shingle. (See Mansard fasteningpatternillustratedbelow.) Central
District 220 We-t 4th .czt t., li . A, Continued)
Visit
Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 t-
205 "
tamko.
com Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-
36 800-228.2656 SouthwestDistrict7910S. Central Exp., Dallas, TX 75216 800-228-2656 Western
District 5300 East 43rd Ave., Denver, CO 80216 g0000 530gggg 1 7-17.1-1-
1-
VI oft miaet vccao
TAMKO
60116DIN6 PRODUCTS
Application Instructions for
Elite Glass•Geal®
Class -Seal
THREE -TAB ASPHALT SHING16CS
NA&S
A"
reExposu
A Edp
TAMKO recommends the use of nails as the preferred method
of application. Standard type roofing nails should be used. Nail shanks
should be made of minimum 12-gauge wire, and a minimum head di-
ameter of 3/8 in. Nails should be long enough to penetrate 3/4 in, into
the roof deck. Where the deck is less than 3/4 in. thick, the nails should
be long enough to penetrate completely through plywood decking and
extend at least 1 /8 in, through the roof deck. Drive nail head flush with
the shingle surface.
P,.f." DWI— I.Powlv Od-
d-W— -W— _.kd
AIPW
O.W.,
I/V -*.I
WOW 0-dPWIGWOU.., 1-0900a tau chap, A.. kiiad"Vst.
d"u.b.010"qW.0 .. P—Owti- W. 0*11. --t—A"
HAMM If staples are used in the attaching process, follow the above
instructions for placement. All staples must be driven with pneumatic
staplers. The staple must meet the following minimum dimensional
requirements. Staples must be made from a minimum 16 gauge galva-
nized wire. Crown width must be at least 15116 in. (staple crown width
is measured outside the legs). Leg length should be a minimum of
1-1/4 in. for new construction and 1-1/2 in. for reroofing thus allowing
a minimum deck penetration of 3/4 in. The crown of the staple must be
parallel to the length of the shingle. The staple crown should be driven
flush with the shingle surface. Staples that are crooked, underdriven or
overdriven are considered improperly applied.
F,
10\001\
CAUTION: DO NOT FASTEN INTO THE FACTORY APPLIED ADHE-
SIVE.
4. UNORRLAYURNT
UND03LAYMENL- An underlayment consisting of asphalt saturated felt
must be applied over the entire deck before the installation of TAMKO
shingles. Failure to add underlayment can cause premature failure of
the shingles which is not covered by TAMKO's limited warranty. Apply
the felt when the deck is dry. On roof decks 4 in. per toot and greater
apply the felt parallel to the eaves lapping each course of the felt over
the lower course at least 2 in. Where ends join, lap the felt 4 in. If left
exposed, the underlayment felt may be adversely affected by moisture
and weathering. Laying of the underlayment and the shingle application
must be done together.
Joplin, MO
Tuscaloosa, AL
Products which are acceptable for use as underlayment are:
TAMKO No. 15 Asphalt Saturated Organic Felt
A nQn:ptAQrated asphalt saturated organic felt which
meets ASTM: D226,
Any TAMKO nQn:Pertiamw asphalt saturated organic felt
TAMKO TW Metal and Tile Underlayment, TW Underlayment and
Moisture Guard Plush (additonal ventilation may be required,
Contact TAMKO's Technical Services Department for more
information.)
In areas where ice builds up along the eaves or a back-up of water from
frozen or clogged gutters is a potential problem, TAMKO's Moisture
Guard Plus" waterproofing underlayment (or any specialty eaves flash-
ing product) may be applied to eaves, rakes, ridges, valleys, around
chimneys, skylights or dormers to help prevent water damage. Contact
TAMKO's Technical Services Department for more information.
TAMKO does not recommend the use of any substitute products as
shingle undertayment.
U. APPLICATION INSTRUCTIONS
STA8TEflr,QURSL- A starter course may consist of TAMKO Shingle
Starter, self-sealing 3-tab shingles or a 9 inch wide strip of mineral
surface roll roofing. It self-sealing 3-tab shingles are used, remove
the exposed tab portion and install with the factory applied adhesive
adjacent to the eaves. Attach the starter course with approved fasten-
ers along a line parallel to and 3 in. to 4 in, above the eaves edge.
The starter course should overhang both the eaves and rake edges
1/4 in. to 318 in. If a roll roofing is used, seal down the shingles in the
first course by applying adhesive cement in four spots equally spaced
to the surface of the starter strip and press the shingle down on the
spots of cement. Plastic cement should be used sparingly, as exces-
sive amounts may cause blistering,
There are three different offset methods
for applying strip shingles: the 4-inch method, the 5-inch method and
the 6-inch method. By removing different lengths from the first shingle,
cutouts in one course of shingles do not line up directly with those of the
course below. It is recommended that the shingles be laid according to
one of these methods consistent with procedures outlined in ARMA's
Residential Asphalt Roofing Manual, This panel will feature the 4-inch
method. For information regarding the other methods, please refer to
the ARMA Residential Asphalt Roofing Manual,
CAUTION: Never use an alignment system where shingle joints are
closer than 4 in. to one another,
wpl.p
4- and tap
se""eal.9
NM
31d Odp-dg-
with
FAMKO Stiiatc, S"e
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stn Ist -M.
with (.4 ,hkVI.
With 4',—d
Continued)
1WlVdl U14(flUl eev vveST 4m w., Joplin, MU 64801 800-641-4691 11/08
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
tamkoxom
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 2
inhxrttalim i-dudcd in 01— 14111111-01111 III.oni,ti(-
stxl•f 1_469 t,
currcol at time printing. Toobta,ii.-pyof the mast ,,.-l ececfoD of th"'I OPP111-0111- iaanteti,mc,
mommmonewommmomm
it .1 tuIlm It WItko—rI, ,at cal I - xt
TAMKO
BUILDING PROD09ft
Application Instructions for
Elite Glass -Seal®
Glass -Seal
THREE -TAR ASPRW SHINGLES
S. LOW SLOPE APPLICATION
On pitches 2 in. per foot to 4 in. per foot cover the deck with two layers
of asphalt saturated felt. Begin by applying the felt in a 19 in. wide strip
along the eaves and overhanging the drip edge by 114 to 3/4 in. Place
a full 36 in. wide sheet over the 19 in, wide starter piece, completely
overlapping it. All succeeding courses will be positioned to overlap the
preceding course by 19 in. If winter temperatures average 25°F or less,
thoroughly cement the felts to each other with TAM -PRO or TAMKO
Plastic Roof Cement from eaves and rakes to a point of a least 24 in,
inside the interior wall line of the building. As an alternative, TAMKO's
Moisture Guard Plus' self -adhering waterproofing underlayment may
be used in lieu of the cemented felts,
7. MANSARD ROOF On STEEP SLOPE Beer
If the slope exceeds 21 in. per foot (150•), each shingle must be sealed
with TAM -PRO SBS Adhesive or TAMKO Tam -Seat Adhesive immedi-
ately upon installation. Wits of cement must be equivalent in size to a
25 piece and applied to shingles with a 5 in. exposure, use 6 fasten-
ers per shingle. See Section 3 for the Mansard Fastening Pattern,
s. RIc-Roorm
Before re -roofing, be certain to inspect the roof decks. All plywood
shall meet the requirements listed in Section 1,
Nail down or remove curled or broken shingles from the existing roof.
Replace all missing shingles with new ones to provide a smooth base.
Shingles that are buckled usually indicate warped decking or protruding
nails. Hammer down all protruding nails or remove them and refasten
in a new location. Remove all drip edge metal and replace with new.
If re -roofing over an existing roof where new flashing is required to
protect against ice dams (freezetthaw cycle of water and/or the backup
of water in frozen or clogged gutters), remove the old roofing to a
point at least 24 in. beyond the interior wail line and apply TAMKO's
Moisture Guard Pluswaterproofing underlayment, Contact TAMKO's Technical
Services Department for more information. The
nesting procedure described below is the preferred method for re -
roofing over square tab strip shingles with a 5 in, exposure. StAdALCPUrW*
Begin by using TAMKO Shingle Starter or by cutting shingles
into 5 x 36 inch strips. This is done by removing the 5 in. tabs from
the bottom and approximately 2 in. from the top of the shingles so
that the remaining portion is the same width as the exposure of the old
shingles. Apply the starter piece so that the self-sealing adhesive Iles
along the eaves and is even with the existing roof. The starter strip should
be wide enough to overhang the eaves and carry water into the
gutter. Remove 3 in. from the length of the first starter shingle to ensure
that the joints from the old roof do not align with the new. E1LS1.
CDMLW_ Cut off approximately 2 in, from the bottom edge of the shingles
so that the shingles fit beneath the existing third course and align
with the edge of the starter strip. Start the first course with a full 36
in. long shingle and fasten according to the instructions printed in
Section 3, According
to the off -set applica- tion
method you choose to use, remove the appropriate length from the rake
end of the first shingle in each succeeding course. Place the top edge
of the new shingle against the butt edge of the old shingles in the Joplin,
Mo T
courses
above. The full width shingle used on the second course will reduce
the exposure of the first course to 3 in. The remaining courses will
automatically have a 5 in, exposure. Om .
um
S.
VA1611i APPLICATION Over
the shingle underlayment, center a 36 in, wide sheet of TAMKO Nail -
Fast*, Moisture Guard Plus" or a minimum 50 lb. roll roofing in the
valley. Nail the felt only where necessary to hold it in place and then
only nail the outside edges, IMPORTANT.
PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT
DAMAGE WHICH CAN OCCUR WHILE SENDING SHINGLES
TO FORM VALLEY. Apply
the first course of shingles along the eaves of one
of the intersecting roof planes and across the valley.
Note:
For proper flow of water over the trimmed shingle, always start applying
the shingles on the roof plane that has the lower slope or less
height. Extend
the end shingle at least 12 in, onto the adjoining roof. Apply
succeeding courses in the same manner, extending them across
the valley and onto the adjoining roof. Do
not trim if the shingle length exceeds 12 in. Lengths should vary.
Press
the shingles tightly into the valley. Use
normal shingle fastening methods. Note:
No fastener should be within 6 in. of the valley centerline, and two
fasteners should be placed at the end of each shingle crossing the
valley. To
the adjoining root plane, apply one row of shingles extending il over
previously applied shingles and trim a minimum of 2 in. back from
the centerline of the valley, Note:
For a neater Installation, snap a chalkline over the shingles for
guidance, Clip
the upper corner of each shingle at a 45-degree angle and embed
the end of the shingle in a 3 in. wide strip of asphalt plastic cement.
This will prevent water from penetrating between the courses
by directing it into the valley. Continued)
Visit
Our Web Site at Northeast District 1. , '
Jupill 1, rVIV o4au 1 4500
Tamko Dr., Frederick, MD 21701 d00-
641-4691 800-
368-2055 11108
tamko.
com Southeast
District 2300 35th St,, Tuscaloosa, AL 35401 800-228-2656 Southwest
District Western
District 7910
S. Central Exp., Dallas, TX 75216 5300
East,*rd Ave., 800-
443-1834 Denver,
CO 80216 800-530-8868 hffl-
64 1 -469 1, 6
TAMKOJ
89116DING PRODUCTS
Application Instructions for
Elite Class -Seal
Class -Seal
THREC-TAR ASPRA16T SHINGbCS
Joplin, M0
Tuscaloosa, AL
3Vwide TAMKO
Nai,Fast'. Nasals Valley Genteame TAMKO recommends the use of TAMKO Hip & Ridge shingle products. No fasteners wirn.
Guard Muor 50 lb or 6raf centwene Where matching colors are available, it is acceptable to use TAMKO'sCAUTION: herrater roll Extra fastener in Glass -Seal or Elite Glass -Seal shingles cut down to 12 in, pieces, Adhesive must undertayment Al,
Abeappliedinii "A" I",
NOTE: Use only Shingles and Hip & Ridge shingles with the Algaesmooth, thin, b" Extendand sh"le fe"
d Relief feature on Glass -Seal or Elite Glass -Seal shingles with the evenlayers..... Plastic 11-, —te hn- Algae Relief feature. f *
clipped off center a145*
Excessive
use of adhesive
will cause blistering
to this product.
TAMKO
assumes no
responsibility for
blistering. from valley centertine FOR
ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT
TAMKO'S TECHNICAL SERVICES DEPARTMENT, 10.
RIP AND RIDGE FASTENING KTAM Apply
the shingles with a 5 in. exposure beginning at the bottom of the
hip or from the end of the ridge opposite the direction of the pre- vailing
winds. Secure each shingle with one fastener 5-1/2 in, back from
the exposed end and 1 in, up from the edge. Do not nail directly into
the sealant. Fasteners
should be 1/4 in. longer than the one used for shingles IMPORTANT.
PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN
TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BEND- ING
SHINGLES IN COOL WEATHER, THESE
ARE THE MANUFACTURER'S APPLICATION INSTRUC- TIONS
FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING
PRODUCTS, INC, ASSUMES NO RESPONSIBILITY FOR LEAKS
OR OTHER ROOFING DEFECTS RESULTING FROM FAIL- URE
TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. Direction
Of Prevailing wind Start
5` exposure here
Fastener
FOI
Start 5"
exposure THIS
PRODUCT IS COVERED BY A LIMITED WARRANTY. THE TERMS
OF WHICH ARE PRINTED ON THE WRAPPER. IMPORTANT -
READ CARCFUI&y REFORZ OPENING RVN9LZ In
this paragraph "You" and Your' refer to the installer of the shingles and the owner of the building on which these shingles will be installed. ThisisalegallybindingagreementbetweenYouandTAMKOBuildingProducts, Inc. ("TAMKO"). By opening this bundle You agree: (a) to install
the shingles strictly in accordance with the instructions printed on this wrapper; and (b) leaks and other roofing defects resulting from failuretofollowthemanufacturersinstallationinstructionsprintedonthiswrapperarenotcoveredbythelimitedwarrantythatisalsoprintedonthiswrapper, or any other warranty, including, but not limited to (except where prohibited by law) implied warranties of MERCHANTABILITY andFITNESSFORUSE. ir,
rmw " ut at., Joplin, iAU tAtSM 800-641-4691 11108 Visit
Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 tamko.
com Southeast
District 2300 35th St, Tuscaloosa, AL 35401 800-228-2656 Southwest
District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western
District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4 lt1(-
T1.u-n0udcdit, thm Aljphc.(11111 800-
641-40,91 . rIlstntulllls
waswmtat wmYv rmqm ofih„,e ppli"'am" at ta.k--
iklem
FirstSource C PERMIT
11501 Ryland Court
Orlando, Ft, 32824
Project Information: Builder: DAVID SWEET
Model: CRAPPS ADDITION
Builders FirstSource,fob #: 555863
Lot: 2412 MELLONIVILLE AVE
Subdivision: SANFORD
County: SEMINOLE
Building Code: FBC2010fTP12007
Computer Program Used:
Truss Design Information- Gravity Loads Wind
Roof: 37 psf Total Wind Standard: ASCE 7-10
Floor: Wind Speed: 139 mph
Mean Roof fit: 15 It Exposure: B
Note: Refer to individual truss design drawings for special loading conditions,
design criteria, truss geometry, lumber, and plate information.
Design Professional Information:
Design Professional Of Record: License #
Del%ated Truss Engineer; Robert W Wall 24710 SR54 Lutz, Florida 33559 License # 46021
its truss specification package consists of this index sheet and 2 truss design drawings.
This signed and sealed index sheet indicates acceptance of my professional engineering
responsibility solely for listed truss design drawings The suitability and use of each truss
component for any particular building is the responsibility ofthe building designer per
TPI,
Truss Truss Drawing Seal Truss Truss Drawing Seal Truss Truss Drawing Seal
Label # Date # Label # Date # Label # Date
1 T01 555863001 2t2712014
2 T02 555863002 2/2712014
Page 1 of 1 CiBuilders FirstSource, Inc, 2002
Job
DAVID-SWEET
1-4-0
T01 ;,COMMON
ant City, Florida 33566
ID:FELtCKder
9-8- 10-9-4 15-9-0 20-8-12
9 -8 4-11-12 4-11-12 4-11-12
4x6
4,00112
31-64
5-9-8
Scale = 1:51 .5
6-10-14 13-0-0 18-6-0 24-7-2 31-6-0
6-10-14 5-6-0 6-1-2 6110-14
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) Ildefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0,05 2-15 999 240 MT20 244/190
TCDL 7.0 Lumber Increase 1,25 i BC 0,43 Vert(TL) 0,14 2-15 999 180
BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.02 12 n/a a
BCDL 10.0 Code FBC20101TPI2007 Matrix) Weight: 149 lb FT = 20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 544 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 IvIiiTek recommends that Stabilizers and required crossbracing be
installed during truss erection, in accordance with Stabilizer Installation
guide. REACTIONS (
lb/size) 2=503/0-8-0 (min, 0-1-8), 12=1360/0-8-0 (min. 0-1-15), 10=183/0-8-0 (min. 0-1-8) Max
Harz 2=70(LC 16) Max
Uplift2=-175(LC 8),12=-266(LC 9), 10=-68(LC 13) Max
Grav2=622(LC 27), 12=1572(LC 2), 10=289(LC 28) FORCES (
lb) - Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=-1052/442, 3-4=-8971394, 4-5=-8191406, 6-7=-272/825, 9-10=-375/198 BOT
CHORD 2-15=-362/947, 14-15=-90/426, 13-14=-264/226, 12-13=-264/226,11-12=-515/292. 10-
11=-170/323 WEBS
6-12=-1178/533.7-12=-5591344, 7-11=-258/616,9-11=-319/242, 6-14=-280/641, 5-
14=-540/333, 5-15=-2271570, 3-15=-289/224 NOTES (
8) 1)
Unbalanced roof live loads have been considered for this design, 2)
Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. It: Exp B; Encl., GCpi=0.18; MWFRS (
envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=
1.60 3)
All plates are 3x4 MT20 unless otherwise indicated. 4)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members, 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=
175,12=266. 7) "
Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "
This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building ;
K ;K;111 F the building designer or ANSI TPI 1 as referenced b the building code." seresponsibility - u VV I %_ Ir "I _1VA_ 4TATEOF
0 %'
o 4-- NAL LOAD
CASE(S) Standard Robert
W. Wall, PE 46021 24710
State Road 54 Lutz, Fl 33559 02/27/2014
DAVID-SWEET T02 GABLE 2
I'Buildem, FimtSource, Tampa, P6t6ty. r:(oroa 33566
IDiF
1-4-0 15-9-0
4x6
4,00112 10 11
1 i 555863
Job R(
7,350s
1-6-0
3x4 31 30 29 28 27 26 25 24 23 22 21 20 19
5X6
31-6-0
31-6-0
Scale -- 1:52.8
3x4
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl Ud PLATES GRIP
TOLL 20,0 Plates Increase 1,25 TC 0,14 Vert(LL) -0.00 1 n/r 120 MT20 2441190
TCDL 7.0 Lumber Increase 1,25 BC 0.11 Vert(TL) 0.01 1 n/r 120
6CLL 0,0 Rep Stress Incr NO WB 0,05 i Horz(TL) 0.00 18 n1a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 154 lb FT 20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 I Mifek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide. -------
REACTIONS All bearings 31-".
lb) - Max Horz 2=70(LC 16)
Max Uplift All uplift 100 lb or less atjoint(s) 2, 26, 27, 28, 29, 30, 31, 24,23,22,21, 20, 19,18
Max Grav All reactions 250 lb or less at joint(s) 2, 25, 26, 27, 28, 29, 30, 24, 23, 22, 21, 20, 18 except
31 =256(LC 27), 19=283(LC 28)
FORCES (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (111)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3,Opsf; h=15ft; Cat, 11; Exp B; Encl., GCpi=0.18;
MWFRS (envelope) and C-C Exterior(2) zone:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPl 1
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 27, 28, 29, 30,
31, 24, 23, 22, 21, 20, 19, 18,
10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
11) "This manufactured product is designed as an individual building component, The suitability and use of this component for any ?J WparticularbuildingistheresponsibilityofthebuildingdesignerperANSITPI1asreferencedbythebuildingcode." 1;,
LOAD CASE(S) Standard
SIATEOF
Ilk es, -- StONAL
Robert W. Wall, PE 46021
24710 State Road 54 Lutz, F1 33559 02/27/2014
1
pFRUUED TRUSS FNCHCR BY BUILDER
PLUMB GUT OR
EEEL IfIGHT = 2x4 STD.
BOTTOM = 2x4 MIN.
12
TG' = 2x4 MN 4 /
E,u?
TRUSS END DE T PAIL
NOTES I
I j REFER TO RIB 91 REC9,KNoTTIONS FOR )(
M WSD,INSTFLLRTI4N, RC
TENPORFRY BRPCING}
REFER TO ENGINEERED DRf3RNGS FOR
PERMFOE.NT ElFMIN(3 REaARED
FtL TRUSSES BNE—LIDItG TRUSSES
UNDER VFLLEY FRe"N 1
MUST BE U)MP ETELY GEOC D
X REFER TO DETRIL Ut05 8
DETAIL 9I05 FOR R.TERNRrE
EfMIN2 REQUIREnyTS
31 RLL UFt LEYS TO BE COMMIfANR-LYFEEDBYBUILDER
Li} INTEROR LFID EEHRING WPLLS
51 FLOOR JOISTS WY BE FO-USTEDSLIGHTLYFOR2NDSTORYPLU IWO
6) FLOOR 16- DEEP c 2N" OC.
UNLESS NOTED OTHERWISE.
7) SY42 TRUSSES MUST BE INSTF LED
WITH TFE TOP BEING OP.
gi FILL ROOF TRUSS FRS TO BE SRPSON
HTL26 tRLESS NOTED GTHERWISE.
91 FLL FLOOR TRUSS HINDERS TO BE SIWSON
TK9422 UNLESS NOTED OTHERWISE.
Builders
Firstsaurce
Orlando Truss Division
11501 Ryland GY,
Orlando, Fl. 32824
407)85E-2fOO Fax-(407) 656-6397
I-E389-946 - 5 63 T
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F10zRiDA #625,-4) ','V,TH, #HF LOD'WEST (LEAST)
FAS77NER RA.7!NG FPOIA THE DIFERENT FASTENERS
BE NG CONSIDER--'[, -(-)P JSF M,13, HEAD,, AND
THRESHOLD TAKENERS 4,NA-YZED -CP, THS JM7 INCLI-DE 10
WOOD SC:%FWS OR 7A-CONS, A PHY&CAL Stiim
MuST BE PLACED 1N SH M SDACE AT EACH ANCHOR LOCAT
O,N, TARCON EDGF_. DIS7,.,NCE MIN 2-1/2, 2.
VULUONS TO BE 2-1/2' X 4_3/8" '60-'UCTURAL GRANT. Q
PINE ON COVINUOUS MAD AND 9K MqS, BACK TO 6ACK,
uAM3 UNI-S jONED WiPi 1" X 1/2" LONG CORRUGATED
FASTENERS LOCATM ?" FRCm FACH FND ANO
MAX!010V 7*' O.C. OR #10) X 2" FLAT -IEAD ';'00D SCREWS
LOCATED 6" FROV ACH '_ND AND MAXIMUM 2-
O.C. 3,
THE WOOD SCREE SING,_t S-_AR DES!GN VALUES COME FPCM AN&/,'
F,&PA NL)A FOR O n4 R 3 JJNE L,MeFP' AND AEaVEMF'-,17 OF 1-
11/2" VINIMUM, THE AP ON MUST MIPVUV 0F
WOODD GLCKS By
I EP TO S7 BE AI,,JCHOPED PPI DLy TRANSFSR LOADS TG
STRUM% M;VMUV DFS!(
3N 9 Y I
3
1
1
KWWSET
SERIES 400 .',FPADE CYLPC)RiCAL LA-H AND 98C) G"RAVE 1,
DEADLOC-, HARDWARE TC SE iNST-LLE- 147 5-1/2" CF _NTEP i sNF, 2. i4" X 4"
FILL Vo;RT!SE 3U7T "jNGES 25" quit POCAL WM'
31
K
ANCH'OR TYPEAL MASONRY
033= ck-
lutim *, 'I"
I
I , 'I, own 3, J_ 8
Q SCALE
S.
M Mmm
J. ONE (1);NSTAVATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN,
UNLESS OTHERWISE STATED.
2. T14E NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER Of
ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL NOWIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF 11/2 INCH OF 1KTHEDEPICTEDLOCATIONINTHEANCHORLAYOUTDETAIL (I.E., WITHOUT CONSIDERATION
OF TOLERANCES), TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION
ANCHOR TO THE NEXT 4.
fLA?M INSTALLATION. FOR INSTALLATION THROUGH IX BUCK To CONCRETE/
MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3115 INCH
ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM
EMBEDMENT. S.
fLANGEVIISTALLATION; FOR INSTALLATION THROUGH STEEL STUD M ONE (1) 820 5—
IF-TWPRIN&PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM
PENETRATION BEYOND STEEL STRUCTURE, 4.
FIN INSTALLATION: FOR INSTAUATON THROUGH STEEL STUD USE ONE (2) JOS WU` —
TAPPINU-SbUWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM
PENETRATION BEYOND STEEL STRUCTURE. 7,
MINIMUM EMBEDMENT AND EDGE OSTANCE EXCLUDE WALL FINISHES, tNCwOtNG OUT
NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8.
INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MIST BE MADE OF CORROSION
RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 5DISSIM11% MATERIALS MUST BE SEPARATED OR COATED IN ACCORDANCE WITH FBC SECt;
ON 20031.4, 9,
FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS
INTO MORTAR JaNTS, EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK
OR EDGE Of MORTAR JOINT INTO FACE SHELL OF BLOCK. 10.
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANWACTU
qER*S INSTALLATION INSTRUCTIONS, AND ANCHORS SHAD NOT BE USED
IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED
BY THE ANCHOR MANUFACTURE& 11.
INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN
ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING
PROPERTIES: A.
CONCRETE -MINIMUM COMPRMIVE STRENGTH OF 27W PSI. S.
MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. C.
STEEL - MINIMUM YIELD STRENGTH OF 33 K.U. MINIMUM 20 Ck WALL THI"ESS. BUILDER
SERIES 471214812 SINGLE -HUNG OMPAC7)
QNIERAL
NOTES: i.
THE PRODUCT SHOWN HEREIN tSDESIGNED AND ' .0 F F MANUFACTUREOTO COMPLY
WITH THE 2OD7 & 2010 - FLORIDA BUILDING
CODE (FPq EKCLUOING 4VH1 AND HAS BEEN EVALUATED
ACCORDING M THE FOLLOWING: AAMA/WDMA/
CSA 11WLSI/A440-05 ASTM f
19116-02 ASTM E
1996-02 2. ADEQUACY
OF THE EXISTING STRUCTURAL CONCRETEIMASONRY, 2X
AND METAL STUD FRAMING AS MAIN WIND
FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO
THE FOUNDATION 4 THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD FOR THE PROJECT Of INSTALLATION. 3,
IX
AND 2X SUCKS (WHEN USED) SHALL 81 DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK
DESIGN AND INSTALLATION IS THE RESPONSIBILITY Of
THE ENGINEER OR ARCHITECT OF RECORD FOR THE
PROJECT Of INSTALLATION. 4. THE
INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY
NOT REFLECT ACTUAL CONDITIONS FOR A SPECIRC SITE. IF
SITE CONDITIONS CAUSE INSTAUATIONTO DEVIATE FROM THE
REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR
USE WITH THIS DOCUMENT, S. APPROVED
IMPACT PROTECTIVE SYSTEM IS HOT REQUIRED TO PROTECT
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6.
WNE)
OWFPAMEMA7ERIALALUAVNUM600-TS 7, GLASS
MEETS THE REQUIREMENTS OF ASTM E1300-04 GLASS CHARTS. SEE
SHEETS FOR GLAZING DETAILS. 8 DF-
VGVAM)VSWAVD"O'STANDr(WTNtFoUaWM G- X OPERABLE
PANEL 0.' FWD
PANEL TABLE OF
CONTENTS SHEET REVISION
SHEET DESCRIPTION I A
GENERAL A INSTALLATION NOTES 2 A
ELEVATIONS 6 ANCHOR LAYOUTS A 4712FL
VERTICAL &HORIZONTAL SECTIONS 4 A
4712E VERTICAL & HORIZONTAL SECTIONS A 4812F
VERTICAL, HORIZONTAL SECTIONS a GLAZING DETAILJ COMPONENTS A
BILL OF MATERIALS PIP ODUCT
GVE;AU.
SIZE DP PA71NV,
I MISSILE IMPACT
RA-TNG
LARGE AND
SMALL 4712F IR
51' 1; —72" 50 f- 57 P5F MISSILE RA TED LARGE AND
SMALL 4712FL IR
1 53" 72' 50 '1- 57 PSF MISSILE RATED i LARGE
AND SMALL 4812F TO
53" 72- 50 !-57 PSF MISSILE LARGE AND
SMALL. 4712F IR
1 48" i 8411 50 1- 57 PSF MISSILE RATED LARGE AND
SMALL 4712FL IR
j 48" 84' 50 57 PSF MISSILE RATED t LARGE
AND SMALL L 4812;; IR 48" 1i 84' 50 57 PSF MISSILE RATED 433 N.
K42N ST., PO WX 359, X0 *0VW,
YA 2401 0 9
Digitally
signed
by Hermes F. Norero, P.E. Dwr, #: n'o Reason: I
am approving this document PGWOJ Date: 2012.
03.12 17:24:53 -04'00' 1 SHEET; 1 OF6,
UNIT MAX,
WIDTH 53.00-
D.LO MAX.
WIDTH 49,441
V
UNIT
MAX
HEIGHT
72.00`
SASH MAX,
WIDTH 51,25"
ELEVATION
DLO. MAX.
HEIGHT
3125'
SASH MAX.
HEIGHT
36,31'
SEE ANCHOR
SEE ANCHOR SCHEDULE
SCHEDULE
L44TT MAX,
WIDTH 48 OCr
01.O MAX
WIDTH 44,31"
j
34
7 D.I.O. MAX.
5 3HEIGHT
IT
45,W
MAX.
HEIGHT
84,00"
X.
SEE ANCHOR
SCHEDULE
SEE ANCHOR
SCHEDULE
ANCHOR LAYOUT
SASH MAX.
WIDTH 46.25-
ANCHOR P{DE
INSTAL LATION
TYPE
QTY PER
SV85"QATE
LOCA77-ON
EMBEDMENT
EDGE
DISTANCE
TNJ)
HEAD
Q.0 DISTANCE
IN
SILL
O.0 DISTANCE
jAMS O.0
DISTANCE
IN)
CORNER
DISTANCE
1N)
SELF -TAPPING FIN STEEL 5 7J D 3 T3-QEAD5 Ni A 12 12 9 4
3/15- 17W TAPCON FLANGE CONCPETE/MA5ONQY 1,25 2,5 20 18 4
PLy GEM
433 K AMLN ST- PC 10X "9,
P4CXY MMM, YA 2401
PR 540-444-6M FX -50
SASH MAX, we xHEIGHT
35,98' PS
to tp
3i
tit
cNt
R "I` zI
DWG #:
P&W036
2 OF 6
3I16" ITW TAPCON
114STALLATION
ANCHOR
CONCRETEI MASONRY BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY S IX
WOOD BUCK BY OTHERS
ix WOOD BUCK
BY OTHERS
EXTERIOR FIMSH
BY OTHERS
3 THREADS ALIM
PENETRATION BEYOND
STEEL STRUCTURE
2 VZ" MIN.
EDGE DISTANCE #f10 SELF -TINE SCREW
INSTALLATION ANCHOR i 1
11/4" MIN.
EMBEDMENT
T
PERIMETER CAULK— 1
114" MAX,
IIIII 1 SHIM SPACE
WINDOW
BY OTHERS
1
HE16HT
SEE GLAZING
EXTERIOR DETAIL
INTERIOR
VERTICAL SECTION
HEAD -1x JCOMCRE7EfMASMRY
47U FLANGE
EXTERIOR INTERIOR
SEE GLAZING
DETAIL I
4 12
O.A.
WINDOWHEIGHT STRUCTURAL GRADE
SCONE BY OTHERS--. _ 2J4" MAX
F SHIM SPACE
BY OTHERS
IX WOOD SUCK
BY 0
CAULK BETWEEN
CONCRETE/ MASONRY A 1X
WOOD BUCK BY OTHERS
CONCRM MASONRY BY OTHERS
A VERTICAL SECTION
stu - ix WOODJcaaiatwwLu mwy
4712 FLANGE
V4' MAX
SHIM SPACE
PEy GEM
INTERIOR 433 SL MAZN ST., PO BAX 5",
RDM MOUNT, VA 24131
4 13 S40-4e4 apse FX
MIN 20 GA. STEEL FRAMING SEE GLAZING<
BY OTHERS DETAIL 1 h ' #
aM
O
ZSfATHiNG—
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a
EXTERIOR
3
Lu ma i
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l D- HORIZONTAL SECTION
Q
IAMB- srM STUD FRAME
4732 FLANGE
I
1 1I4" MIN,
EMBEDMENT
it)
0
1J4" MAX
SHIM SPACE i
CONCRETE/ MASONRY BY OTHERS H t6CAULKEN
CENNCREE / EMASSONRY 31X 5!
WOOD BUCK BY OTHERS u C
1'N7ERIO2 IX WOOD BUCK
BY OTHERS
3I16" ITW TAPCON
u
INSTALLATION ,ANCHOR
R
2 1IZ" MIN.
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v
fl Q'
2
n
s ?
L
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SHEET; 3 OF 64712FLANGE
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HE[rrfa
SEE GLAZING
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3 T42EADS MIN.
PENETRATION BEYOND
STEEL STRUCTURE #8 SW-TAPPrNC, SCREW
INSTALLATION ANO-K*
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Sy OTHERS
ll4° ,MAX,
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4712 FIN
SEE OLA4M,*
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By OTHERS
11: 1
i11
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STEEL STUD FRAME 4712
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