HomeMy WebLinkAbout205 E 10 St 14-1656- REROOF2014 7:09PM HP LASERJET FAX
Application No:.
Job Address:QZG
Parcel ID• -Ir-
Description
Ir
Description of W
Plan Review Con
Phone:
Name
Street: dS
City, State Zip:
Name
Street:
City, State Zip:
Name -
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit E3
Square Footage: _C
No. of Dwelling Uni
Electrical O
New Service - No. of
Mechanical E7
P.
ELD PuM4A 14 — 1656o
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Documented Cotistruction Value: 1010;z-00 —
114Dth _ Historic District: Yes 0 No Cl
3G' - 5+96 /ao Q - O 0 60 ^_ _ Zoning:
Q&
Person: Title -
Fax: _ E-mail:
Property Owner Irifom!atlon
t .!21 _ Phone:
Resident of property?
rorc,l L. 's3dr17I _
Contractor Information
I10 XIZ Phone:
Fax: u^i gi7 ` — OCA
State License No.: (XC 30 6y=a cap
Architect/Erlgineer Information
i
Phone: —
Fax: _
E-mail:
M:orti;age Lender:
Addri:ss:
PERMIT!INFORMATI ON
Construction Type: r tr fx>, ' No. of Stories:
Flood Zonae:
Plum;)ing E3
1AIPS: New Construction - No. of Factures: ,_
rout reriuired for new systems) Fire ll•prinkler/Alarm O No. of heads:
q01--6$B S^
Ap-Aication i:: hereby made to obtain a permit to do, the work and installation as indicated. .I
work or installation has commenced prior to the issuance of a permit and that all wort: will I:
me -A standares of all laws regulating construction u1 this jurisdiction. I understand that a s
must be secured for electrical work, plumbing, signs, wells, Boots, furnaces, boiler.;:, hest -
air conditioners, etc.
OVI'VER'S .FFIDAVIT: I certify that all of thte foregoing iniormatiobAs, accufate. load the
be :Ione In compliance with all applicable laws rcgulatimg construction and zoning.
W.'IJINING 'CO OWNER YOUR FAILURE T'J RECORD NOTICE CW-COM'KENC
RESULT JN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROVERT'
of . C'OMMI:NCEMENT MUST BE RECORDED .AND POSTED ON THE JOB SITE
FE RS1' INSPECTION. IF YOU INTEND 10 OBTAIN . FINANCIN439 CON;:ULT
LE-1"MER Olt AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COHNEIS.
NC;:,I J•CE: In .Ldditign to the requirements of this I ennit, there may be additional restrictions
prol.serty that may be found in the public records of this county, and there may be additional
frorii ether governmental entities such as water management districts, state agencies, or fi deral ;
Acceptance o' permit is verification that I will noti .y the owner of the property of the reclluiremt:
Lie --:i Law, FS 713.
Thr City of Sanford requires payment of a plan reti iew fee. A co y of the executed conixact is
to c ali-Mate a plant review charge. If the executed contract is not submitted, we reserve the rigl:
plan :-eview fee based on past permit activity revels. Should calculated charges exceed
core souction % alue; when the executed contract is s ibmitted, credit will be applied to your pen:
ver. rd is rele, sed.
Srga: run: ofownc tgant Date
Print Owner/Agernt's Norm:
Sign :run: of Notary -.sate of Florida Date
Owriel/Agent i:s j_ Personally Known W Me o -
Protluc:ed ID _
i_
AP "'FtOVAL S:ZONING:
ENGINEERING:
COMMENT:;:
Rev 11..08
Signature of ConmctaV nt 1:
Peat Ctitiva rve+°tS:la.r,e
MI::HAEL LAI
Notary pablIc • SU:
My Corrin . Expires I
comminslon• a li
Contractor/Agent is P1(-:t)nally I
Produced ID
i
UTILITIES: WASTE WATE`
FERE: _ BUMDING
erti fy that no
performed to
arate permit
s, tanks, and
all work will
CENT MAY
A NOTICE
BORE THE
TH YOUR
e to this
required
of Florida
uired in order
calculate the
documented
fees when the
I Florida
2A, 2016
own to Me or
E' d XHd 1317213SH1 dH WdSD = L b I oZ TC I nC
041JUN CITY OF SANFORDFN22014BUILDING & FIRE PREVENTIONN
L PERMIT APPLICATION
Application No: Documented Construction Value: $ / ZC7. DOy.
Job Address: 20!r 5f 3X771 Historic District: Yes No
Parcel ID: 2S•/!-3U S'G• lZOZ •D!(oo Zoning:
Description of Work: i?c0 r 1 Rtj01ac4 doc i(a girt ,1 •^
Plan Review Contact Person: Title:
Phone: %7.855-0q0'( Fax: _ T -0 -7 -TSS' x108 E-mail: Av occtl(.cc'
Property Owner Information
Name 'r%craas ,Dcy a Phone: Y67. 9 y7-1 Yy7
Street: Aatr E /or" 51'.. 624J 3327,2 I Resident of property?
City, State Zip: 4 -of vf_e,
Contractor Information
Name Oran12 (,ow c ,Np rwNa+ cz' Phone: 0YO
Street: 6 `// 3 PA4 4kzr_
sp>
Fax: y(f7- QST O`r0
City, State Zip: eWa-_04:;' 0 r State License No.: C 4c- / S/ 55 2F
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit O
Square Footage:
No. of Dwelling Units:
Electrical O
New Service — No. of AMPS:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type:
Flood Zone:
Mechanical I] (Duct layout required for new systems)
No. of Stories:
Plumbing O
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm O No. of heads:
at 7
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.
V 0441011am W.- MAN W
Siin—ature of • -
4- DANIELSOOTTSTARR
MY COMMISSION t EE 155001
EXPIRES: December 21, 2015
41.
n1017
ft* ThuwoNdwySWAM
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:E • I . 1 UTILITIES:
ENGINEERING:
COMMENTS:
Rev 11.08
00
Slgnat nbactor/Argent Date
Print Contractor/Agent's Na e
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
FIRE: BUILDING: 5Ei
1—ndaofNotary -S f o4
DANIEL SOOTY STARR
MY COMMISSION 1 EE 155004
i
EXPIRES: December 21, 2015
eadtOlAN eudpel Wary senim
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
FIRE: BUILDING: 5Ei
Aug 1414 08:33a Tropical
PlumbingL.AN
1
4 2014
D
407-568-0119 p.1
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No l
1011, CP Documented Construction Value: $ . v
Job Address: ft Historic District: Yes Y No
Parcel ID:
Description of Work: IWL"
Plan Review Contact Person:
Phone:
Zoning:
Fax: E-mail:
Title:
Property Owner Information
Name mn(m,Cil1 j- Ufi d2 Phone:
Street: Resident of property?
City, State Zip:
Contractor Information
Named{')(W'Ru I Phone:
Street: (WT)A Fax:
City, State Zip: SDf lano i' L rwo State License No.:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
ArchitectlEngineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit
Square Footage: Construction Type: Bit karvmNo. of Stories: Z
No. of Dwelling Units: Flood Zone:
Electrical 0 Plumbing l
New Service — No. of AMPS: New Construction - No. of Fixtures:
Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm O No. of heads:
Aug 1414 08:34a Tropical Plumbing _ 407-568-0119 p.2
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 CO IMENCEMENT 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 1 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 pen -nit fees when the
permit is released.
Signature of Owner/Agent Date
Print Owner/Agent's None
SiValure or Notary -State of Florida Due
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
orconbactortAgent Date
In or p,a_S%er_
Pn actor/Agent's Name
Signature of Notary -Stott OFFlorid Dare
NOtey vinic State 01 Florioo
ytiykGo sls onEE 162962
Nw Ex0e50Y26r20te
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE:
COMMENTS:
Rev 11.08
BUILDING:
Aug 1414 08:34a Tropical Plumbing 407-568-0119 p.3
40PICAL PLUMBING _ .._.
a SEPTIC, INC. ForAIIYour phoybirgNeldr -
Tropical P:ulnbinlg &- Sepric. IL1C.
19458 hast (•.orlurral Dricc
www.TropicalPlumbing.com
nrhraln, TI 32820
t' August 13,2L)14
P 407-5611-0111 F 4(P-568.0119
EXPIRAT[ON I IDate)
C1 -C1425621
Orange County Construction Co.
407-235-6176
iason,e-)occ911.com
daruc1 r@i ncc9l l.tom
SALESPERSON JOB PAYMMT TERMS
205 E 10th Street INK: uyxm secopt
Sanford Fl
Item - Description
LINE TOTAL
Repair Vents and Drains damaged by Fin
Install an new Kot and Cold Water
Furnish and Install
1 Kitchen 50/50 Stainless Steel w/chrome Faucet
1 Water Heater 40 Gal. Electric
Rath Upstairs 1 Toilet std white
La%ratory 19" rd with Moen chrome faucet
1 Tub (5' Steen Moen chrome faucet
Bath Down 1 Toilet std white
1 Lavatory 19" rd with Moen chrome faucet
1 Tub (5' steel) Moen chrome faucet
Laundry Pipe Laundry outside
Payment Pmt 30 days Tropical olumbtng 8 Septic, the has the right to charge thereafter a service charge o1 1.5% of _ ... . unpaid balance per month. (18% per annus) Pha Ott costs of collection. Includin attorneys fees if Inured. 7ropkal .. .
e ._ Plumbing rs Septic, Inc gives a one year labor warranty from date of completion Total $4,550.
00Ma
To accept fhb quataUOn. sign here and return:
37,911
D CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
h- I (o Kip Documented Construction Value: $ S, O. Of' Application No: 1p '
Job Address: o?OS `-, \O'k'
Parcel ID: 3 O•'S A 1? o -L. O o la o
Description of Work
Historic District: Yes No
Zoning:
Plan Review Contact Person:`'{ V—k-cA.•e_Q &. ^ J Y — Title:
Phone: Fax: E-mail:
Property Owner Information
Name Phone:
Street: \ Z> Resident of property?
City, State Zip: 04LOk
Contractor Information
Name -DiLk Phone: !S7 xjy'-s
Street: 53\ d-' Fax: aro-1.
City, State Zip: 3 a`1•l \ State License No.: ooY" l %
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit D
Square Footage:
No. of Dwelling Units:
Electrical
New Service — No. of AMPS:
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type:
Flood Zone:
No. of Stories:
Plumbing O
New Construction - No. of Fixtures:
Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm O No. of heads:
S
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 of Owner/Agent Date Signatycwyd`eonE&e1or/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Rev 11.08
UTILITIES:
FIRE:
Print Contractor/Aeent's Name
Produced ID
MICHELLE SODOSKI
Notary Public iState ol Florida
My Comm. Expres Jan 26.2016
Commission # FF 076322
Ily Known to Me or
WASTE WATER:
BUILDING:
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: rl- k\,,
I hereby name and appoint:
an agent of. ,
Name of Company)
to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
O The specific permit and application for work located at:
Zo5 IF 1
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: --) —.5 =-- -Ct
State License Number: zG 300 311 VS
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF
The forego' g instru ent was ackn wl ged before me this 5 day o
200,_jLj who is o per onally known
to me or o who has pr duced as
identification and who did (did not) to an oath.
a, e W
Signature
MICHELLE SODOSKI
Notary Seal) = :-: Notary Public . Stale of Florida
My Comm. Expires Jan 26, 2018Printortypename
OF , Commission # FF 076322
Notary Public - State of
Commission No.
My Commission Expires:
Rev. 08.12)
SCPA Parcel View: 25-19-30-5AG-1202-0060
9.3k. -r Ad jc*viaon. Cr ^ Property Record Card
PROPERTY Parcel: 25-19-30-5AG-1202-0060
APPRAISER Owner: BRYANT THOMAS R
SEPSM0r.ECOiwrv,abOACA Property Address: 205 E 10TH ST SANFORD, Fl. 32771
Parcel: 25-19-30-5AG-1202-0060
Property Address: 205 E 10TH ST
Owner: BRYANT THOMAS R
Mailing: 205 E 10TH ST
SANFORD, FL 32771-2621
Subdivision Name: SANFORD TOWN OF
Tax District: S3-SANFORD
Exemptions: 00 -HOMESTEAD (1994)
DOR Use Code: 0102 -SINGLE FAMILY - SANFORD HISTORICALDISTRICT
I
1 E 10TH ST O
o' O -
z d
REVi
E 11TH ST
Legal Description
LEG E41 FT OF LOTS 6 & 7 & N 1/2
OF ALLEY AD) ON S BLK 12 TR 2
TOWN OF SANFORD
PB 1 PG 59
Taxes
Value Summary
Tax Amount without SOH: ;531.59
2013 Tax Bill Amount ;436.44
Tax Estimator
Save Our Homes Savings: ;95.15
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value
2014 Working
Values
2013 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 451 41,386
Depreciated EXFT Value 600 ^ —
Land Value (Market) 10,627 10,627
Land Value Ag
Just/Market Value
s 11,078
Improved
52,613
Portability Adj
01301 0549
Save Our Homes Adj 0 6,208
Amendment 1 Adj
1/1/1978 01152
Assessed Value 11,078 46,405
Tax Amount without SOH: ;531.59
2013 Tax Bill Amount ;436.44
Tax Estimator
Save Our Homes Savings: ;95.15
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund ;11,078 11,078 0
Schools ;11,078 11,078 0
City Sanford ;11,078 11,078 0
SJWM(Saint Johns Water Management) ;11,078 11,078
11,078
0
0CountyBonds
T ;
11,078
Sales
Description Date Book Page Amount Qualified Vac/Imp
QUIT CLAIM DEED 4/1/2014 08248 1878 20,000 No Improved
WARRANTY DEED 6/1/1989 02077 0957 44,000 Yes Improved
WARRANTY DEED 10/1/1980 01301 0549 28,000 No Improved
WARRANTY DEED 1/1/1978 01152 1017 4,500 No
I -
T
I Improved
1 rmu wmparawe adies wimm mis uourvmsron I
Land
Method Frontage Depth Units Units Price Land Value
FRONT FOOT & DEPTH I 41 , 107 1 0 I ;270.00 I ;10,627
Building Information
I I Description Year Built Fixtures Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective
Pagel of 2
http://www.scpafl.org/Parce]DetailInfo.aspx?PID=2519305AG12020060 7/15/2014
SAC6 -%soz. ootoT>
fQDELmAIR
531 Codisco Way
Sanford, FL 32771
OFFICE- 888-831-2665 FAX -407-585-1002
CONTRACTOR: OCC
ADDRESS: 205 E 10th at
sanford, fla
JOB: Bryant Residence
DATE: 7/9/2014
FROM: Jason Holycross
DEL.AIR ELECTRICAL SERVICES AGREES TO FURNISH ALL LABOR & MATERIAL FOR ELECTRICAL
WIRING IN ACCORDANCE WITH PLANS DRAWN BY'N/A, DATED 3/17/09, AND ATTACHED WIRING SCHEDULE.
INCLUSIONS: ALL WIRING k INSTALLATION OF DEVICES AS PER ATTACHED WIRING SCHEDULE.
ALL DEVICES TO BE STANDARD 1 SAMP, WRITE OR IVORY IN COLOR . ALL WORK TO BE IN A
WORKMAN LIKE MANNER, ACCORDING TO STANDARD PRACTICE AND IN COMPLIANCE WITH LOCAL
AND NATIONAL ELECTRIC CODES. ALL WORK IS GUARANTEED FOR A PERIOD OF (1) YEAR
ACCORDING TO OUR STANDARD WARRANTY TERMS.
PRICE INCLUDES TUO SERVICE OR TEMPORARY POWER POLE.
EXCLUSIONS: DOES NOT INCLUDE LIGHT FIXTURES OR LAMPS. NOR DOES IT INCLUDE SECONDARY
SERVICE, PADDLE FANS, VENTING OR POWER COMPANY CHARGES OR FEES EXCEPT AS NOTED.
DOES NOT INCLUDE CEILING FANS, APPLIANCES. ALL OWNER SUPPLIED APPLIANCES AND
FIXTURES SHALL BE COMPLETE WITH LAMPS AND TRIM.
CLARIFICATION: THIS PROPOSAL IS BASE ON THE DESCRIPTION OF THE WORK LISTED ABOVE AND
THE ATTACHED WIRING SCHEDULE. IF ADDITIONAL WORK IS REQUIRED, IT SHALL BE AT DEL -AIRS
STANDARD TIME AND MATERIAL RATE OR AS NOTED ON OPTION PRICE LIST. NO ADDITIONAL WORK
SHALL COMMENCE UNTIL PRIOR APPROVAL BY WIMTEN CHANGE ORDER IS SIGNED
BY CONTRACTOR OR OWNER.
THIS PRICE IS GOOD FOR (3) MONTHS BARRING ANY CODE CHANGES.
WORK SHALL BE SCHEDULED UPON SIGNING OF ORIGINAL CONTRACT AND RETURNED TO DEL -AIR ELECTRIC.
THIS PROPOSAL WILL ACT AS A CONTRACT AND IS BINDING WHEN SIGNED.
ALL WORK TO BE PERFORMED DURING NORMAL BUSINESS HOURS OF 700AM THRU 40OPM
ADDITIONAL TRIPS, OR LOST PRODUCTION TIME, CAUSED BY CUSTOMER SCREDULJ)NG PROBLEMS OR
ANY ADDITIONAL WORK, WILL BE BILLED SEPARATELY.
ESCALATION CLAUSE. DUE TO THE UNSTABLE COPPER AND STEEL MARKET, THE QUOTED BASE BID
AND ALTERNATE PRICING MAY HAVE TO BE ADJUSTED BEFORE WE ACCEPT A CONTRACT FOR THE
PROJECT. ALL COPPER AND STEEL PRODUCTS PURCHASE ORDERS WILL BE ISSUED AS SOON AS THE
CONTRACT IS ACCEPTED.
DUE TO UNFORESEEN CIRCUMSTANCES, DRYWALL OR PLASTER REPAIR IS NOT INCLUDED.
WARRANTY: WE GUARANTEE FOR (1) YEAR AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP.
FAILURE DUE TO MISUSE, VANDALISM, FIRE, DAMAGE, AND/OR NATURAL CAUSES ARE NOT COVERED
BY THIS WARRANTY.
PAYMENT SCHEDULE: 70% ROUGH IN REMAINDER TO BE PAID UPON COMPLETTON OF TRIM
NET 7 DAYS
WE OFFER TO PERFORM THE DESCRIBED WORK INCLUDING SALES TAX FOR THE SUM OF: S5,650A0
ROUGHdN 70% TRIM 30%
53,955.00
DEL AIR SALES REPRESENTATIVE
SIGNATURE
DATE
51,695.00
06xrl;e I .ale-r
AUTHORIZED SIGNER
SIGNATURE
7/1 L f
DATE
Application Fora Certificate of Appropriateness
City of Sanford Historic Preservation Board
P.O. Box 1788
Sanford, Florida 32772-1788
Phone: 407.688.5145 Fax:407.688.5141 Email: www.sanfordf.gov
Answer all the questions on this form and submit all required attachments. Incomplete applications will not be reviewed.
If you have questions about application requirements contact the Historic Preservation Officer at407.688.5145 to ensure
your application is complete. A building permit may be required for the activity detailed below. Please contact the Building
Department at 407.688.5150 for more information. Failure to obtain a building permit may result in fines and/or double permit
fees.
1. General Information
Downtown Commercial Historic District Residential Historic District K Is this a retroactive request? Yes No
Is this application filed in response to a Notice of Violation ftorn the Code Enforcement Department? Yes No
Property Address: *IS SZJZT( / r`
Property Owner Information
Print Name: o'
Mailing Address:
Phone:— ! y'7 —%!q % Fax. Email: O 11 q W o • Co
Signature:
Applicant/A ent Information
Print Name: 2 C2
Mailing Address: Ca d
Phone: Fax: Email: At 1
Signature:
I certify that all information cont i d in tifis app cati is
Applicant/Owner Signature:
Would you like to receive emails regarding Historic e
accurate to the best of my knowledge.
and Community Planning within your community?
2. Application Category (check all that apply)
Proposed improvements will affect the following elevations: North South East West
Site Improvements/Driveway/Walkway Storage Shed replacement Siding/Floor/Porch
eplacement Windows or Doors p'Underskirting Signs/Awnings
N New Construction/Additions b, Paint F nces/Gates/Pergolas
f Roofs/Gutters/Downspouts AC/Mechanical VOther
3. Description of proposed work
Completely describe the entire scope of work, including changes in material and color, and methods that will be used to
accomplish the proposed wor . For large projects an emized list is requ red. Use the reverse side if necessary.
hill
Minutes
Historic Preservation Board
April 16, 2014 — 5:30 PM
City Commission Chambers
City Hall, Sanford, Florida
Members Present
Steve Chusmir
Ian Carfagna
Hank Dieckhaus
Cheryl Deming
Ana Yebba
Others Present
Lonnie Groot, Assistant City Attorney
Christine Dalton, Community Planner/Historic Preservation Officer
Mary Muse, Administrative Coordinator
Mr. Chusmir called the regular meeting to order at 5:30 PM.
Minutes
Mr. Dieckhaus moved to approve the March 19, 2014 meeting minutes. Mr. Carfagna seconded. Motion
carried 5-0.
Public Meeting
PM -1 Continue Public Meeting to consider a Certificate of Appropriateness to construct a metal carport at
815 S. Elm Avenue.
Tax Parcel Number: 25-19-30-5AG-1006-0090
Property Owner: Elizabeth Akers
Representative: Chris Akers
Ms. Yebba moved to approve the request to construct a metal carport at 815 S. Elm Avenue based on a
finding that the proposed alterations are consistent with the purpose and intent of Schedule S and complies
with the specific design guidelines contained within Schedule S, as outlined in the staff report. Mr. Dieckhaus
seconded. Motion carried 5-0.
PM -2 Hold a Public Meeting to consider a Certificate of Appropriateness for fire damage repairs at 205 E.
10'" Street.
Tax Parcel Number: 25-19-30-5AG-1202-0060
Property Owners: Thomas and Donna Bryant
Representative: Thomas Bryant
Mr. Dieckhaus moved to approve the request for fire damage repairs and waiver of the 180 day waiting period
for selective demolition of areas that are not salvageable at 205 E. 10th Street based on a finding that the
proposed alterations are consistent with the purpose and intent of Schedule S and complies with the specific
design guidelines contained within Schedule S, as outlined in the staff report. Ms. Deming seconded. Motion
carried'5-0.
PM -3 Hold a Public Meeting to consider a Certificate of Appropriateness for alterations to the detached, one
car garage at 908 S. Magnolia Avenue.
Tax Parcel Number: 25-19-30-5AG-1103-0020
Property Owners: Frank & Krista Yurchak
Representative: Krista Yurchak
Mr. Dieckhaus moved to approve the request for alterations to the detached, one car garage at 908 S.
Magnolia Avenue based on a finding that the proposed alterations are consistent with the purpose and intent of
Schedule S and complies with the specific design guidelines contained within Schedule S, as outlined in the
staff report. Ms. Yebba seconded. Motion carried 5-0.
C-11
ORANGE COUNTY J FrFAX//407.855.0408
CONSTRuc-n0N CO.: Lf info®occc.bz
General v
CONTRACT FOR SERVICES, ASSIGNMENT OF BENEFITS,
DIRECT PAYMENT AUTHROIZATION AND HOLD HARMLESS AGREEMENT
Date of Loss
r r f
Insured %
m
Address
City
Telephone
Telephone
Email
Type of Loss
Insurance Company
Claim Number
Mortgage Company
Loan Number
Adjustor
Approved Loss Amount
To w a1z
AGREEMENT: I, the Owner/Agent for the job site listed above, authorize Orange County Construction Company (hereinafter referred to as 'OCCC") to
enter my property, furnish materials, supply all equipment and perform all labor necessary to preserve and protect my property from further damage. I
also authorize OCCC to begin immediately working with my insurance carrier/adjuster in the finalization of the APPROVED repair work scope and then
to proceed with the reconstruction process upon its approval and funding.
ASSIGNMENT OF INSURANCE BENEFITS AND DIRECT PAYMENT AUTHORIZATION: I hereby assign any and all insurance rights, benefits, and
proceeds under aqy applicable insurance policies to OCCC. I also hereby authorize direct payment of any benefits or proceeds to OCCC. I make the
assignment and SUthorization in consideration of OCCC's agreement to perform services and supply materials and otherwise perform its obligations
under this contract, including not requiring full payment at the time of service. I believe the appropriate insurance carrier to be as listed above. I also
hereby direct my insurance carrier(s) and mortgage bank to release any and all information requested by OCCC, its representative, or its attorney for the
direct purpose of obtaining actual benefits to be paid by my Insurance carrier(s) for services rendered or to be rendered. In this regard, I waive my
privacy rights. If payment is made directly to the Owner/Agent by an insurer, it shall be endorsed over to OCCC within 3 business days. I agree that any
portion of work, deductibles, betterment, depreciation or additional work requested by undersigned, not covered by insurance, must be paid by the
undersigned on or before its completion. Payment terms to OCCC are net 30 days. Late charges of 1.5% monthly are charged to any and all unpaid
balances. OCCC shall be entitled to reimbursement for costs of collections (including reasonable attorney's fees and costs) of unpaid amounts by
Owner/Agent and for reasonable attorney's fees and costs for the breach of enforcement of any terms of this entire service agreement.
AUTHORIZED ANTIMICROBIAL AGENTS: I understand that in the best judgment of OCCC materials may be treated with a commercial antimicrobial
agent to inhibit the growth of micro-organisms during the drying process. I have received advanced notice of the use of antimicrobial and/or
antimicrobial products as part of the restoration process. I understand it is beyond the expertise of OCCC to determine if someone is sensitive to its
application and will hold OCCC harmless for its use.
STOP WORK HOLD HARMLESS: In the event OCCC is not allowed to perform its recommended procedures and/or drying equipment is removed
prematurely, I agree to release and hold OCCC harmless and indemnify OCCC against all claims of actions that may result from such procedures.
Additionally, cancellation of this contract for any reason other than non performance after 3 days or after given direction by Owner to begin will result in
Owner paying all direct costs and anticipated profit on this project.
I HAVE READ AND UNDERSTAND THE INFORMATION AND HAVE RECEIVED A COPY FOR MY RECORDS,
7/y _ 7 r
Owner/Agent Signature: 61 Date: CCC epre tative: I D te:
THANK YOU FOR YOUR BUSINESSI
6203 Winegard Road Orlando, FL 32809
WWW.00CC.BZ
THIS INSTgUM r;P/RED 6
Name: v G
Address:
s2 0 Ce
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
IRYANNE MORSE, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT d COMPTROLLER
BK 08270 Pg 1753; (lpg)
CLERKIS It 2014059797
RECORDED 06/02/2014 11:16:11 AM
RECORDING FEES 10.00
RECORDED BY H DeVore
Parcel ID Number. 25 7 ' 90 -ISA6 ' lG 4
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 descripti of he pro art st (taddress if available)
2oS - /D n' Sf San
GENERAL DESCRIPTION OF
OWNER INFORMATION:
Address: rA
Fee Simple Title Holder (if other than owner) Name:
Address:
Address:
77
yam.
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:
Address:
In addition to himself, Owner Designates
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration year from recording unless a
different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, 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.
Under penalties of perjury, I declare that I hpve read the foregoing and that the facts stated in it are true
tothe my knowledge nd belief.
Gfv
Owners Signa ure Owners PrintedN me
Florida Statute 713.13(1xg):'The must sign the notice of commencement and no one else may be permitted t n In his or her stead'
State of OL County of n tla++Jt_
The foregoing Instrument /was acknowledged before me this 2 7 day of 1'C b . .20(4
by Di iQ S Fjrt,1 orA f — . Who Is personally known to me
Name of person m ing slater
r
OR who has produced Identification NJ type of Identification produced: T L %—
Mr ry
DANIEL OMSTARR
j * MY COMMISSION I EE 165004 ••1
s
o
EXPIRES: December 2MR. RED C '
J'for
nope
BotltkE TWu BU00Ifoluy ' 'tu r
F THE CIRCO OURTAN ry
CON TROLLER
1
sEM1 RIDA hi*v'....,
00
UN 4 2 20 ''' % BY DEPUTY CLERK
M
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DIVISION
300 N. PARK AVENUE
SANFORD, FLORIDA 32772
PHONE: 407.688.5150
FAX: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 14-1656
Date: 06/16/2014
Contact Person: Scott Cipri
Contact Phone Number: 407-855-0404
Contact Fax Number: 407-855-0408
Contact E-mail Address: info@occ911.com
Project Description: Fire Damage Repair / Level III Alteration
Job Address: 205 E.10'" Street
The following is a list of the areas of the submitted plans that contained violations of the codes adopted by
the City of Sanford and enforced by the Building Division. The violations noted must be addressed before
the plans can be approved. Changes to plans shall be submitted on the same size format as the original
submittal. Changes to construction documents that require an Architect or Engineer's seal must be
submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental
information as requested.
COMMENTS:
1. Please submit two (2) copies of completed and signed Energy Calculations in accordance with Florida
Energy Code 101.4 using one of the methods stated in Florida Energy Code section 103.2.1.1.
FBC 107, Florida Existing Building Code, Florida Energy Code
2. The product approval submitted is incomplete. Please provide two (2) copies of completed and signed
Statewide Product Approval Specification Form and include the following products: windows, mullions (if
using), doors, siding and roofing materials. Please see the attached blank form for your use.
FBC 107, FS 553.842, FAC61 G20-3
3. The product approval submitted does not include the manufacturer installation instructions. Please
provide two (2) copies of the manufacturer's installation instructions for the following products: windows,
mullions (if using), doors, siding and roofing materials.
FBC 107, FS 553.842, FAC61 G20-3
4. The Scope of Work on the Cover Sheet states to remove and replace existing HVAC and General Notes
4 on Sheet 3 states the HVAC system to be sized and designed by the HVAC contractor. Please provide
two (2) copies of equipment sizing calculations and two (2) copies of a HVAC duct layout, as well as
showing the location of the new equipment on the plans.
FBC 107
5. A landing is required at the rear entry door of the dwelling, in accordance with FBCR R311.3.1. This is
required since the entire rear wall and door is indicated on the plans as being re -built and in accordance
with the requirements of Florida Existing Building Code as a Level Ill Alteration.
FBC 107
6. A GFCI receptacle is required on the rear wall of the dwelling unit, in accordance with
NEC 210.52(E)(1).
FBC 107
j. • a
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of
the adopted codes or municipal ordinances of this jurisdiction.
Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at
steve.fiorey@sanfordfI.gov .
Respectfully,
Steve Fiorey
Residential Plans Examiner
2-
Page 1 of 1
Fiorey, Steve
From: Fiorey, Steve
Sent: Tuesday, June 17, 2014 12:19 PM
To: 'info@occ911.com'
Subject: Plan Review Comments
Attachments: 14-1656 205 E 10th Street Fire Damage.doc; Product Approval Specification Form.doc
Mr. Cipri – Please see the attached document for your plan review comments. I have also attached a Product
Approval Specification Form for your use.
If you have any questions or concerns, please feel free to contact me any time.
Thanks,
Steve Fiorey
Residential Plans Examiner/Building Inspector III
City of Sanford Fire Department
Building and Fire Prevention Division
300 N. Park Ave
Sanford, FL
Office: 407-688-5065
Fax: 407-688-5152
6/17/2014
Wow - .,
nv
0 0"
qR—M M2 '
MW WS
INC.
Engineering and Design Services
3662 AVALON PARK EAST BLVD., SUITE 2072, ORLANDO, FL. 32828
321)251-6006
City of Sanford June 18, 2014
300 N. Park Avenue
Sanford, FL 3772
RE: 205 E 10th Street
Application Number: 14-1656
ATTENTION: City of Sanford, Building and Fire Prevention
REFERENCE: Answers to code compliance questions
Mr. Fiorey:
The following issues have been reviewed and addressed per comments below:
Q. Please submit two (2) copies of completed and signed Energy Calculations in accordance
with Florida Energy Code 101.4 using one of the methods stated in Florida Energy Code section
103.2.1.1. FBC 107, Florida Existing Building Code, Florida Energy Code
A. Not required as building is located in Historic District
Q. The product approval submitted is incomplete. Please provide two (2) copies of completed
and signed Statewide Product Approval Specification Form and include the following products:
windows, mullions (if using), doors, >q and roofing materials. Please see the attached blank
form for your use.
FBC 107, FS 553.842, FAC61 G20-3
A. General Contractor to provide
Q. The product approval submitted does not include the manufacturer installation instructions.
Please provide two (2) copies of the manufacturer's installation instructions for the following
products: windows, mullions (if using), doors, '!>' and roofing materials.
FBC 107, FS 553.842, FAC61 G20-3 ``
A. General Contractor to provide
Q. The Scope of Work on the Cover Sheet states to remove and replace existing HVAC and
General Notes #4 on Sheet 3 states the HVAC system to be sized and designed by the HVAC
contractor. Please provide two (2) copies of equipment sizing calculations and two (2) copies of
a BVAC duct layout, as well as showing the location of the new equipment on the plans.
FBC 107
A. Home will have window A/C units. Revised notes on plan to indicate.
am. - .
Q. A landing is required at the rear entry door of the dwelling, in accordance with FBCR
R311.3.1. This is required since the entire rear wall and door is indicated on the plans as being
re -built and in accordance with the requirements of Florida Existing Building Code as a Level
III Alteration.
FBC 107
A. Change door to swing into kitchen/utility area (sheet 03)
Q. A GFCI receptacle is required on the rear wall of the dwelling unit, in accordance with
NEC 210.52(E)(1).
FBC 107
A. Add receptacle (sheet 06)
If you have any questions please feel free to call, 321.251.6006.
Sincerely,
Scott A. Santomauro, M.S., P.E.
President, DBSS Inc.
Revisio% City of Sanford
Response to Comments Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152. .. .
Email: building@sanfordfl.gov
Permit # % 7 Submittal Date
0,
Project Address: 2 / B zt rL . 5-rzP &..e7—
Contact: - eL 4 JP1C
Ph: 3 Z l ?e,3 .fff y Fax:
Email: 1f.*A1e2r4 6 lJC C !Z //. C0^
Trades encompassed in revision:
UY iuiIding
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
j1 Building
General description of revision: AN - b 20%
ROUTING INFORMATION
Approvals
14
Florida Building Code Online Page 1 of 3
RECORD COPY
fNrida DepMMtd SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FSC Staff I SCIS Site Map I Unks I Search I
Busines
Professi nial W'a Product
ser
Approval REVISION
Regulation
Product Approval Menu > Product or Appllcauon Search > Application Ust > Application Detail
FL # FL13788-R4
Address/Phone/Email
Application Type Revision
Pella, IA 50219
641) 621-1000 SANFORD BUILDING DIVISION
Code Version 2010
Application Status Approved
Windows AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
Subcategory
Approved by DBPR. Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Comments
THE BUILDING OFFICIAL FROM THEREAFTER
Compliance Method
Archived G REVIEWED FOR CODE COMPLIANCE
Product Manufacturer Pella Corporation PLANS EXAMINER
Address/ Phone/Emall 102 Main St.
Pella, IA 50219
CSI Validation Checklist - Hardcopy Received
641) 621-6096 DATE
pellaproductapproval@pelia.com
Authorized Signature Joseph Hayden
jahayden@pella.com
C E
Technical Representative Joseph Hayden
Address/Phone/Email 102 Main Street AUG 22014
Pella, IA 50219
641) 621-6096 BY: jahayden@pella.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella, IA 50219
641) 621-1000 SANFORD BUILDING DIVISION
PJBortscheller@pelia.com A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
Category Windows AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
Subcategory Double Hung ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
Compliance Method Certification Mark or ListlAfiOUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Certification Agency Window and Door Manufacturers Association
Validated By Terrence E. Lunn, PE
CSI Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
rSANFORDDfgEquivalenceofProductStandards
Certified By
http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbi... 8/5/2014
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Page 2 of 3
Method 1 Option A 7AUG I
06/12/2013 2014
06/17/2013 ,
BY:
06/19/2013
FL # IlModel. Number or Name IDescription
13788.1T Architect Series Wood HIG Double 54in. x 84in. Double Hung / Single Hung / Simulated11HungHungNon -impact window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13788 R4 C CAC Hallmark CCL 54x84.pdf
Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No 04/22/2017
Design Pressure: +55/-55 Installation Instructions
Other: Configurations of glass shall conform to the FL13788 R4 II 1703.pdf
current ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. #44135
Created by Independent Third Party: Yes
Evaluation Reports
FL13788 R4 AE 1703.13df
Created by Independent Third Party: Yes
13788.2 lArchitect Series Wood HIG Double 48in. x 71in. Double Hung / Single Hung / Simulated
Hung Hung Impact window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13788 R4 C CAC Hallmark CCL 48x71.Ddf
Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes
Impact Resistant: Yes 04/22/2017
Design Pressure: +55/-60 Installation Instructions
Other: Glass & glazing shall be as specified in the FL13788 R4 II 1703.pdf
attached glazing detail. These windows are impact rated FL13788 R4_ II Glazing Detail for FL13788.1)df
Verified By: Warren W. Schaefer P.E. #44135toWindZone3MissileLevelD. When windows are to be
installed in a small missile impact zone of a building, the Created by Independent Third Party: Yes
exterior single pane of the IG glass shall be tempered. Evaluation Reports
FL13788 R4 AE 1703.pdf
Created by Independent Third Party: Yes
13788.3 Architect Series Wood HIG Double 41in. x 84in. Double Hung / Single Hung / Simulated
Hung Hung Impact window i
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13788 R4 C CAC Hallmark CCL 41x84.pdf
Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes
Impact Resistant: Yes 04/22/2017
Design Pressure: +55/-60 Installation Instructions
Other: Glass & glazing shall be as specified in the FL13788 R4 II 1703.pdf
attached glazing detail. These windows are impact rated FL13788 R4 II Glazing Detail for FL13788.1)df
Verified By: Warren W. Schaefer P.E. #44135toWindZone3MissileLevelD. When windows are to be
installed in a small missile impact zone of a building, the Created by Independent Third Party: Yes
exterior single pane of the IG glass shall be tempered. Evaluation Reports
FL13788 R4 AE 1703.pdf
Created by Independent Third Party: Yes
13788.
4I1HungArchitectSeriesWoodHIGDouble45in. x 77in. Double Hung / Single Hung / Simulated
Hung Impact window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13788 R4 C CAC Hallmark CCL 45x77.pdf
Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes
Impact Resistant: Yes 04/22/2017
Design Pressure: +55/-60 Installation Instructions
Other: Glass & glazing shall be as specified in the FL13788 R4 II 1703.1)df
attached glazing detail. These windows are impact rated FL13788 R4 II Glazing Detail for FL13788.pdf
Verified By: Warren W. Schaefer Florida P.E. #44135toWindZone3MissileLevelD. When windows are to be
installed in a small missile impact zone of a building, the Created by Independent Third Party: Yes
exterior single pane of the IG glass shall be tempered. Evaluation Reports
FL13788 R4 AE 1703.pdf
Created by Independent Third Party: Yes
VILD,
yC
Back Next
SANFpRD
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Florida Building Code Online Page 3 of 3
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.
Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
WN R 0
REVISi "
AUG 5 2014
BY:
1-1615.6
SANFpRD
o
AgRTM a
http : //www. floridabuilding. org/pr/pr_app_dtl . aspx?param=wGE V XQwtDgvgk7yHMuovbi... 8/5/2014
GENERAL NOTES:
EXTERIOR ELEVATION:
I . ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR ALTERNATE ANCHOR /SUBSTRATE EVALUATION NOTE:
EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. ALL ALTERNATE ANCHORS IN THEIR SPECIFIED
2 OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE
INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
3. THESE LARGE MISSILE IMPACT RATED & NON -IMPACT RATED WINDOW SYSTEM WITH THEIR APPLICABLE STANDARD(S) AND ARE
INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA FOUND TO BE EQUIVALENT TO OR STRONGER THAN
BUILDING CODE (Fac). THE ANCHOR(S) USED IN TESTING WITH THIS4. ALL ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BUCKS OR WOOD
FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING PRODUCT.
CMICALS IN THE WOOD, HE
REQUIREMENTS TABLE"
5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR
CODE CHAPTER 20. STANDARDS AND/OR INFORMATION & RESULTS FROM APPLICABLE
6. TO THE BEST OF OUR KNOWLEDGE, THE WINDOWS SHOWN HEREIN ARE CERTIFIED & TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED
QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/OA ENTITY & SHALL BE WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE
LABELED IN ACCORDANCE WITH THE FED AND THE 9N-3 FLORIDA BUILDING COMMISSION EVALUATION. IN THE .EVENT OF CODE VERSION CHANGES/UPDATES
SPECIFICATIONS. WINDOW ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED
ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING ON THE REFERENCED PRODUCT, PRIOR TO STATING CODE
REPORTS. COMPLIANCE WITH THE STATE, THEMANUFACTURERSHALL CONFIRM
7. CERTIFICATION OF THESE WINDOW INSTALLATIONS SfWl BE CONSIDERED VOID IF ANY OF WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE
THE FOLLOWING APPLY: 1) THEY ARE INSTALLED WITHOUT A BUILDING PERMIT FROM THE INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN
APPLICABLE LOCAL BUILDING DEPARTMENT. 2) IF THEY ARE INSTALLED BY ANYONE OTHER CURRENT TESTING, CODE AND APPLICABLE STANDARDS.
THAN A LICENSED CONTRACTOR EXPERIENCED WITH WINDOW INSTALLATIONS. 3) IF CHANGES
A
HAVE OCCURED TO THE PRODUCT'S CERTIFICATION ENTITYS CERTIFICATE THAT CAUSE THESE
INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED.
B. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS
CERTIFICATION SHALL CONTROL FOR THE INSTALLED WINDOW.
9. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE
N
INSTALLED WINDOWS IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT
RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER &/OR INSTALLER.
FRAME ANCHOR REQUIREMENTS TABLE
OPENING TYPE FRAME/CLIP/STRIKE TO OPENING MINIMUM MINIMUM
SUBSTRATE) FASTENER TYPE EMBED EDGE DIST.
FRAME SCREWS
MIN. 2X4 WOOD FRAME OR BUCK
MIN. GR. 3 & G=0.55) N0. 10 SMS OR WOOD SCREW 1 1/4" 3/4"
MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/8" THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/8" THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2-
C-90 CMU/2500 PSI CONCRETE (1) 1/4" CONCRETE SCREW 1 1/4" 2"
2)INSTALLATION CLIP SCREWS (STANDARD BENT CONDITION)
MIN. 2X4 WOOD FRAME OR BUCK
NO. 8X 1 1/2" SMS 1.3/8" (2)N/A
MIN. GR. 3 & G=0.55)
MIN. 1/8" THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL (2) N/A
MIN. 1/8" THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL (2) N/A
INSTALLATION CLIP SCREWS (ALTERNATE STRAIGHT CONDITION)
MIN. 2X6WOOD FRAME OR BUCK
N0. 8 X 1 1/2" SMS 1 3/B" 3/4" MIN. GR. 3 & G=0.55)
MIN. 18 GA. 33 KSI METAL STUD NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/8" THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/8" THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
SILL BLOCK AND CHECK RAIL STRIKE SCREWS
MIN. 2X_ WOOD FRAME OR BUCK
MIN. GR. 3 & G=0.55)
N0. 8 SMS SCREW 1 1/4" 3/4"
MIN. 18 GA. 33 KSI METAL STUD NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/8" THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/8" THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
C-90 CMU/2500 PSI CONCRETE (1) 3/16" CONCRETE SCREW 1 1/4" 2"
1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE -FLEX (S.S.), ITW
RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.).
2) STANDARD BENT CLIP INSTALLATION SCREWSSHALL BE POSITIONED WITHIN 1/4" OF THE
BUCK/SUBSTRATE EDGE AND, IF INTO WOOD, ANGLED 20 TO 30 DEGREES INTO THE BUCK.
CIF ED. THEY MAY NOT BE USED FOR THE ASSEMBLY
OR INSTALLATION OF ANY OTHER PRODUCT NOR MAY
Y BE USED FOR RATIONAL PND/OR LOCAL APPROVAL
ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER
Mn
EXTERIOR ELEVATION:
FOR MAX. FRAME WIDTH,
w z
z
SCALE: 3/4" = 1'-0"
SEE ALLOWABLE DESIGN
PRESSURE" TABLE
CHECK RAIL STRIKE
va
o
SCREWS (2 PER
ON THIS SHEET
ALLOWABLE DESIGN
STRIKE). SEE
FRAME ANCHOR
PRESSURE
REQUIREMENTS TABLE"
gFRAMESCREWSORS
INSTALLATION CLIPS
MAX.
WHERE SHOWN. SEE
IMPACT WINDOWS
FRAME ANCHOR
41 84 +55/-60
REQUIREMENTS TABLE"
45 1 77 1+55/-60
ON THIS SHEET FOR
48 1 71 +55/-60
OPPOSITE
Oz A A
3= N
oN THESE ANCHORS ARE
Q NOT REQUIRED WHEN
WINDOW FRAME
z HEIGHT IS 42" OR 3„
LESS.
Z' 2
J W
w 3"
Mn
EXTERIOR ELEVATION:
w z
z
SCALE: 3/4" = 1'-0"
X a a
FRAME SCREW & INSTALLATION
CHECK RAIL STRIKE
va
o
SCREWS (2 PER
m m < o o
ALLOWABLE DESIGN
STRIKE). SEE
FRAME ANCHOR
PRESSURE
REQUIREMENTS TABLE"
FRAME FRAME PRESSURE
gFRAMESCREWSORS
INSTALLATION CLIPS
6" MAX.
WHERE SHOWN. SEE
IMPACT WINDOWS
FRAME ANCHOR
41 84 +55/-60
REQUIREMENTS TABLE"
45 1 77 1+55/-60
ON THIS SHEET FOR
48 1 71 +55/-60
REQUIREMENTS.
Mn
EXTERIOR ELEVATION:
w z
SCALE: 3/4" = 1'-0"
X a a
FRAME SCREW & INSTALLATION
CHECK RAIL STRIKE
va
SCREWS ARE ANGLED 15
SCREWS (2 PER
m m < o o
ALLOWABLE DESIGN
STRIKE). SEE
FRAME ANCHOR
PRESSURE
REQUIREMENTS TABLE"
FRAME FRAME PRESSURE
ON THIS SHEET FOR
REQUIREMENTS.
WIDTH HEIGHT (PSF)
IN.) (IN.)
6" MAX.
54 1 84
SILL BLOCK SCREW (1
PER SILL BLOCK).
SEE "FRAME ANCHOR
REQUIREMENTS TABLE"
ON THIS SHEET FOR
REQUIREMENTS.
O
z
3
0
z
x
m
O
0
O
3
cnw
En
UiU
x
ttt11f111///
T
o
C,D tyYi, C`') •••u
Qp:-A wWx: Q
z
OLOP0
W FO
O N bCLO
CCZ <NUQ
N W
woa'o
OL
SHEET NO.
1 OF 2
EXTERIOR ELEVATION:
SINGLE WINDOW
SCALE: 3/4" = 1'-0"
EDGE DISTANCE MAY BE
FRAME SCREW & INSTALLATION
DECREASED TO 1/2"' IF CLIP MOUNT CONDITION)
SCREWS ARE ANGLED 15
TO 20 DEGREES AWAY ALLOWABLE DESIGN
FROM THE EDGE.
PRESSURE
MAX. MAX. ALLOWABLE
FRAME FRAME PRESSURE
WIDTH HEIGHT (PSF)
IN.) (IN.)
NON -IMPACT WINDOWS
5554184
IMPACT WINDOWS
41 84 +55/-60
45 1 77 1+55/-60
48 1 71 +55/-60
SILL BLOCK SCREW (1
PER SILL BLOCK).
SEE "FRAME ANCHOR
REQUIREMENTS TABLE"
ON THIS SHEET FOR
REQUIREMENTS.
O
z
3
0
z
x
m
O
0
O
3
cnw
En
UiU
x
ttt11f111///
T
o
C,D tyYi, C`') •••u
Qp:-A wWx: Q
z
OLOP0
W FO
O N bCLO
CCZ <NUQ
N W
woa'o
OL
SHEET NO.
1 OF 2
3/8" MAX. SHIM
3/8" MAX. SHIM AT CLIP -
AT EACH ANCHOR
FRAME WIDTH -
1 1/4" MAX.
FRAME OR SEAL SPACE WITH INSTALLATION
STRIKE SCREW LOW EXPANSION
CLIP
PER ELEVATION .' FOAM AROUND STRIKE
PERIMETER OF SCREW PER
SILL BLOCK WINDOW FRAME ELEVATION
NO. 8 X 3/4" SCREW
SCREW PER
EXTERIOR._: SEALANT BY (
2 PER CLIP)
SHOWN IN SECTIONS.
FRAME SCREW MOUNT SHOWN. SEE
ELEVATION
STANDARD INSTALLATION CLIP DETAIL
CHECK RAIL SILL BLOCK
DETAILS ON THIS SHEET FOR DIRECT
SUBSTRATE BY <'
EXTERIOR
STRIKE SCREW PER
U:y ocq: o =
wFRAMEANCHOR
SEALANT BY
REQUIREMENTS OTHERS
ELEVATION
ALTERNATE INSTALLATION CLIP DETAIL
SUBSTRATE BY
TABLE"
6.187 TO 8.187
BE ACCEPTABLE PROVIDING THE
SILL BLOCK
L-k\0=
yy
CONTINUOUS WOOD MEMBER LESS
OTHERS PER
0 0 0 0 0 T
TO SUBSTRATE WITH SPACER
IN THICKNESS THAN A 2X_ BUCK
FRAME ANCHOR .'
FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
SUBSTRATE BY
TO BE MIN. 3 1/2" DEEP (NOT
REQUIREMENTS
O 0 p o 0 0 1@ 1.875
OTHERS PER
t7(
TABLE"
0 0 0 0 0
FRAME ANCHOR .
REQUIREMENTS
TABLE"
cn
EXTERIOR
FRAME WIDTH 3/8" MAX. SHIM AT CLIP
n
INSTALLATION
INSTALLATION CLIP SCREW PER CLIP
FRAME ANCHOR REQUIREMENTS
TABLE" (2 PER CLIP). ANGLE
SCREW 20-30' WHEN INTO
STRIKE
WOOD SUBSTRATE.
SCREW PER
ELEVATION
SEAL SPACE WITH LOW SILL BLOCK
1 EXPANSION FOAM AROUND SCREW PER
T PERIMETER OF WINDOW FRAME ELEVATION
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR
REQUIREMENTS
TABLE"
FRAME WIDTH
INSTALLATION CLIP SCREW PER
FRAME ANCHOR REQUIREMENTS
TABLE" (2 PER CLIP ANGLED 15
TO 20 DEGREES IF NECESSARY TO
MEET EDGE DISTANCE
REQUIREMENTS)
SEAL SPACE WITH LOW
EXPANSION FOAM AROUND
PERIMETER OF WINDOW FRAME
z
m
3 a O
za
z O4
W
z
o
x
ED
ED w -
oo
c
0o
3 zuj
N WLie
Ir za
Li N
1j0
H z ,
w j o' i
zo
00 A.,
NU3
SHEET NO.
2 OF 2
SEALANT BY
BENT PORTION OF CLIP SHALL BE SNIPPED OFF Q.D52
N0. 6 X 3/4" SCREW
Oj FRAME INSTALLATION CLIP
OTHERSSEALANT
50 KSI STEEL)
BY (
2 PER CLIP)
FRAME, STRIKE AND
SECTION A
OTHERS L NO. 8 X 3/4" SCREW
SCALE: 1/2 FULL 2 EXTERIOR._: SEALANT BY (
2 PER CLIP)
SHOWN IN SECTIONS.
FRAME SCREW MOUNT SHOWN. SEE
41,,
STANDARD INSTALLATION CLIP DETAIL
OTHERS
DETAILS ON THIS SHEET FOR DIRECT
SUBSTRATE BY <'
EXTERIOR
Z.• n yy
MOUNT & CLIP MOUNT DETAILS.
U:y ocq: o =
wFRAMEANCHOR
SEALANT BY
REQUIREMENTS OTHERS
USE OF BRICKMOLDS WITH THE
INSTALLATION Of THESE WINDOWS SHALL
ALTERNATE INSTALLATION CLIP DETAIL
V a Z
Ci
TABLE"
6.187 TO 8.187
BE ACCEPTABLE PROVIDING THE
L-k\0=
yy
CONTINUOUS WOOD MEMBER LESS 0 0 0 0 0 T
TO SUBSTRATE WITH SPACER
IN THICKNESS THAN A 2X_ BUCK
FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
TO BE MIN. 3 1/2" DEEP (NOT O 0 p o 0 0 1@ 1.875
t7(
REQUIRED WHEN SHIM SPACE IS
WITHIN ALLOWABLE DIMENSIONS 0 0 0 0 0
SHOWN IN SECTIONS).
z
m
3 a O
za
z O4
W
z
o
x
ED
ED w -
oo
c
0o
3 zuj
N WLie
Ir za
Li N
1j0
H z ,
w j o' i
zo
00 A.,
NU3
SHEET NO.
2 OF 2
BENT PORTION OF CLIP SHALL BE SNIPPED OFF Q.D52
Oj FRAME INSTALLATION CLIP
50 KSI STEEL)
FRAME, STRIKE AND
SILL BLOCK SCREWS
PER ELEVATION &
FRAME ANCHOR
REQUIREMENTS TABLE"
IMPACT GLASS IS
SHOWN IN SECTIONS.
41,, 1» NON—IMPACT GLASS
ALSO APPLIES P............
SUBSTRATE BY <' Z.• n yy
OTHERS PER EXTERIOR U:y ocq: o =
wFRAMEANCHOR
SEALANT BY
REQUIREMENTS OTHERS
USE OF BRICKMOLDS WITH THE
INSTALLATION Of THESE WINDOWS SHALL V a Z
Ci
TABLE" BE ACCEPTABLE PROVIDING THE
L-k\0=
yy
OPTIONAL DIRECT MOUNT DETAIL
REQUIREMENTS OF THESE DETAILS
REMAIN AS SHOWN.
6 •.
6by"*p OF`
TO SUBSTRATE WITH SPACER
FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
O o
0
cn
z
m
3 a O
za
z O4
W
z
o
x
ED
ED w -
oo
c
0o
3 zuj
N WLie
Ir za
Li N
1j0
H z ,
w j o' i
zo
00 A.,
NU3
SHEET NO.
2 OF 2
Dalton, Christine
From: Dalton, Christine
Sent: Monday, August 04, 2014 4:39 PM
To: 'randy@occ911.com'
Cc: daniel@occ911.com; Scott@OCC911.com; Brent Giarrano
Subject: RE: Window survey 205 E 10th Street
Randy,
Per our site visit and discussion this afternoon, the proposed window plan that you have described below and attached is
approved. You will need to submit a permit revision with window specifications and I will sign off. You are doing a
wonderful job on that project; I was extremely pleased to see the progress today.
Regards,
Christine Dalton, AICP
Historic Preservation Officer
Community Planner
City of Sanford
300 N. Park Avenue
Sanford, FL 32771
Phone: 407.688.5145
Fax: 407.688.5141
christine.dalton(osanfordfl.aov
www.sanfordfl.gov
REVISION
AUG 5 2014
BY:
From: randy@occ911.com [mailto:randy@occ911.com] USANFORDSent: Thursday, July 31, 2014 4:24 PM ; ` 4 _ ' To: Dalton; Christine6 `'
Cc: daniel@occ9ii.com; Scott@OCC911.com; Brent Giarrano
Subject: Window survey 205 E 10th Street
hristine, Attached are The elevations for the Bryant residence and the list of windows that can be
r c_„_. ___,.. The rest we are proposing to use the Pella Architect Series .850 window. The only windows
down stairs that we are working on will be in the Non conforming addition we will still be using the Pella
850 series there to keep with the period. The owner has asked if we may use the Pella windows for the
upstairs 3 bedroom windows shown on the front elevation. He would like to do his in order to get the
benefit of double pane glass. Thanks you for your help in this matter. Randy
Let me know if you need any further information and when you would want to do a site visit.
Here is a link to the proposed window selection
http://www. pella.com/windows/explore-window-styles/window.aspx?type=architect-series-single-hung-
window#belowMenu
Randy Clark
Orange County Construction Company
CGC1513578
6413 Pinecastle Blvd. Unit#3
Orlando, FL 32809
c
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FROM FIRST FLOOR I.c"VEL MiO
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ecu, XIST{I Y WAIL 7WINDOIW .TAI'" aAtcQE
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n . r s FRAME AS REQ'DR'cPAIR. DAMAGED WIND ..-_.
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C4.t1'41EY TO
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EA OF ROOF:A 5 CO`s.'
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BEEN SK,NGKO LT AS Fc- 0 be
DAI"itYaED:B7 A FIFrc._
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r . AZA OF: ROOF ,4T FIRST ' .-. .... ... _ ...
FLOOR LEVEL TO BE? .. ..
GF
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REnOVED AND REPLACED- ," REI-IOVEDdAND,RePLAC..D:
AREA
i ROOF L4 PAR.t "G A .. - - ..:. - +.., .: _ '+
FLOOR
ROOF 15 pdRT FR-EM-ACED.
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r
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R-EMOVED AND REPLACED.
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a-rAftA'.Oo^ROOF AT'SECCND_ •, r
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J&flO D AND REPLACED.
p -ROOF 15 PART OF A."_ Y
NON-COI•GORI'?NG.ADDITIGW
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f'YIO'v—E,WALLS FOR....XISTII Y.a WALL t WIND0115
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ast.: ...:.. a.rd, :^Mi . c . x<, ..v;.>.... .. .: ... . .. .. .YQ;f.'`rTM*L %. i" , ..>S iak.
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Product Approval Specification Form
Permit# IY-145-4
Project Location Address -20r fps- /O'4 4. -5 ,f,fi FL 3Z 77/
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category/ Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging /i Son E 145 -,; L L ZZ$ 1
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Hung Do.Ur- UCA - WG1 6w% w000k L JOIqlA
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014 1
i & e
Category/ Subcategory Manufacturer Product
Description
Florida Approval #
including decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles I Ko Zn u CS 606.1
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
x;1401656
June 2014
e MAX.
AT COMFROM
OORNERS
HUNG WINDOW
14' O.C. TYP
THRU JAMB
DP I IMPACT
4C) 3/8 x 76 1 35 1 NO
DATE:
01/28/2014 3737 Lakeport Blvd
different wall conditions. For the complete installation procedure, see
the instructions packaged with the window or go to
www.jeld-wen.com/resources/installation.
TALE:
NTS
Klamath Falls, OR. 97601
Phone: (541) 882-3451
DRAWN BY:
D. Vezo
CHECKED BY:
G. Rollinson
TITLE:
w
Custom Wood Double Hung OperatorAPPROVEDBY:
This drawing and its contents are confidential and are not to be Thru Jamb Installation (493/8" x 76")
PART PROJECT No.
reproduced or copied in whole or in part or used or disclosed to others w io786
IDENTIFIER No.
N/A
PLANT NAME AND LOCATION:
Bend, Oregon
CAD DWG. No.:
Z
SHEETexceptasauthorizedbyJELO-WEN Inc.
r
8
i
Imo—
TYPICAL
WINDOW WIDTH (48 S/e• WAX.)
ELEVATION WITH FASTENER SPACING
Yu• r tlawY
fRY fPAIY
FRAME SECTION (TYP)
VERTICAL SECTION
aanm o.e t.r ers.r atr q.y.
10 0
c0
t' 1tlM. —
D®EqlOR
t/a' M"
2'M'r I
Installed Fastener Schedule:
1. Seal flange/frame to substrate.
2. Use #8 PH or greater fasteners through frame with sufficient length to penetrate a minimum of 11/2" into
the wood framing. For 2X wood frame substrate (min. S.G. = 0.42).
3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all
loads to the structure. The host structure is the responsibility of the architect or engineer of record for the
project of installation.
THRU JAMB INSTALLATION
OPERATING DOUBLE HUNG WINDOW
Max Frame DP I IMPACT
4C) 3/8 x 76 1 35 1 NO
DATE:
01/28/2014 3737 Lakeport Blvd
different wall conditions. For the complete installation procedure, see
the instructions packaged with the window or go to
www.jeld-wen.com/resources/installation.
General Notes:
1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of
the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida
Building Code (FBC) and the industry standard requirement for the stated conditions.
2. Buck, framing and masonry by others and is responsibility of architect or engineer of record.
3. All glazing shall conform to ASTM E1300.
4. At minimum, glazing shall be double strength annealed insulating glass.
5. Maximum sizes are buck sizes and do not include fin or flange.
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure and up to the size
limitations noted. It is not intended as a guide to the installation process
and does not address he sealing consideration that may arise in
PROJECT ENGINEER: DATE:
01/28/2014 3737 Lakeport Blvd
different wall conditions. For the complete installation procedure, see
the instructions packaged with the window or go to
www.jeld-wen.com/resources/installation.
TALE:
NTS
Klamath Falls, OR. 97601
Phone: (541) 882-3451
DRAWN BY:
D. Vezo
CHECKED BY:
G. Rollinson
TITLE:
DISCLAIMER:
Custom Wood Double Hung OperatorAPPROVEDBY:
This drawing and its contents are confidential and are not to be Thru Jamb Installation (493/8" x 76")
PART PROJECT No.
reproduced or copied in whole or in part or used or disclosed to others w io786
IDENTIFIER No.
N/A
PLANT NAME AND LOCATION:
Bend, Oregon
CAD DWG. No.: REV: SHEETexceptasauthorizedbyJELO-WEN Inc.
L
THRU JAMB INSTALLATION
OPERATING DOUBLE HUNG WINDOW
Max
Installed Fastener Schedule:
1. Seal flangelframe to substrate.
2.—Use-#8-PH-or greater fasteners-thmugh-frame,with'suffiaent length'to-penetrate-a-minimum-of-1-1/2'-into—
the wood framing. For 2X wood frame substrate (min. S.G. = 0.42).
3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all
loads to the structure. The host structure is the responsibility of the architect or engineer of record for the
project of installation.
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure and up to the size
limitations noted. It is not intended as a guide to the installation process
and does not address he sealing consideration that may arise in
different wall conditions. For the complete installation procedure, see
the instructions packaged with the window or go to
www.jeld-wen.com/resourceynstallafion.
DISCLAIMER:
This drawing and its contents are confidential and are not to be
reproduced or copied in whole or in part or used or disclosed to others
except as authorized by JELD-WEN Inc.
Frame
a firmTIM NON
49 3 8 x 76
4in CONIDa
u• o..- -
mw wo
t
r
TYPICAL ELEVATION WITH FASTENER SPACING
THRU JAMB INSTALLATION
OPERATING DOUBLE HUNG WINDOW
Max
Installed Fastener Schedule:
1. Seal flangelframe to substrate.
2.—Use-#8-PH-or greater fasteners-thmugh-frame,with'suffiaent length'to-penetrate-a-minimum-of-1-1/2'-into—
the wood framing. For 2X wood frame substrate (min. S.G. = 0.42).
3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all
loads to the structure. The host structure is the responsibility of the architect or engineer of record for the
project of installation.
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure and up to the size
limitations noted. It is not intended as a guide to the installation process
and does not address he sealing consideration that may arise in
different wall conditions. For the complete installation procedure, see
the instructions packaged with the window or go to
www.jeld-wen.com/resourceynstallafion.
DISCLAIMER:
This drawing and its contents are confidential and are not to be
reproduced or copied in whole or in part or used or disclosed to others
except as authorized by JELD-WEN Inc.
General Notes:
1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of
Building Code (FBC) and the industry standard requirement for the stated conditions.
2. Buck, framing and masonry by others and is responsibility of architect or engineer of record.
3. All glazing shall conform to ASTM E1300.
4. At minimum, glazing shall be double strength annealed insulating glass.
5. Maximum sizes are buck sizes and do not include fin or flange.
PROlEC7 ENGINEER: DATE:
01/28/2014 3737 Lakeport Blvd
DRAWN BY: SCALE: Klamath Falls, OR. 97601
D. Vezo NTS Phone: (541) 882-3451
P vaovEDer: Custom Wood Double Hung Operator
Thru Jamb Installation (49 3/8" x 76")
N0. I PLANT NAME AND LOCATION: I CAD DWG. N0.:
Frame DP IMPACT
49 3 8 x 76 35 NO
General Notes:
1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of
Building Code (FBC) and the industry standard requirement for the stated conditions.
2. Buck, framing and masonry by others and is responsibility of architect or engineer of record.
3. All glazing shall conform to ASTM E1300.
4. At minimum, glazing shall be double strength annealed insulating glass.
5. Maximum sizes are buck sizes and do not include fin or flange.
PROlEC7 ENGINEER: DATE:
01/28/2014 3737 Lakeport Blvd
DRAWN BY: SCALE: Klamath Falls, OR. 97601
D. Vezo NTS Phone: (541) 882-3451
P vaovEDer: Custom Wood Double Hung Operator
Thru Jamb Installation (49 3/8" x 76")
N0. I PLANT NAME AND LOCATION: I CAD DWG. N0.:
Florida Building Code Online Page l of 5
u
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IMMMIMMIMMMProduct Aooroval Menu > earch > evoilcation List > Application Detail
FL # FL10943-R10
Application Type Revision
Code Version 2010
Application Status Approved
Approved by DBPR. Approvals by DBPR 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
Product Approval Method
Date Submitted
Date Validated
JELD-WEN
3737 Lakeport Blvd
Klamath Falls, OR 97601
541) 205=1171
garyr@jeld-wen.com
Gary Rollinson
garyr@jeld-wen.com
JELD-WEN Corporate Customer Service
3737 Lakeport Blvd.
Klamath Falls, OR 97601
800) 535-3936
customerservlceagenis@jeld-wen.com
Windows
Double Hung
Certification Mark or Listing
Window and Door Manufacturers Association
Window and Door Manufacturers Association
Standard
AAMA/ W DMA/CSA 101/1. S.2A440
AAMA/ W DMA/CSA101/1. S.2A440
AAMA/ W D MA 101/ 1. S. 2 -97
Year
2005
2008
1997
Approved Testing Lab
FL10943 R10 Eauiv Letter of Eauivalence for JW NAFS OS ToLetterofEauivalenceforNAFSOSTo OBDdf
Method 1 Option A
01/23/2014
02/04/2014
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvihT9G9wJ]ky... 6/18/2014
Florida Building Code Online
Date Pending FBC Approval
Date Approved
Summary of Products
02/07/2014
Page 2 of 5
Go to Page O 0 0 Page 1/20 0
FL # Model, Number or Name Description
10943.1 A. Custom Clad Double Hung 419-H-826.6
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10943 R10 C CAC 419-H-826 .06 12-10-13.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/22/2018
Design Pressure: +35/-35 Installation Instructions
Other: 41x88; Glazing must comply with the adopted FL10943 R10 11 Custom Clad DH Nail Fin Install
version of ASTM E1300-04 minimum 2.2 mm annealed 41x88).odf
monolithic and insulated. Verified By: Window and Door Manufacturers Association
Evaluation Reports
Created by Independent Third Party:
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.4 D. Custom Clad Double Hung 419-H-826.10
10943.2 B. Custom Clad Double Hung 419-H-826.7
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10943 R10 C CAC 419-1-1-826 .07 12-10-13.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/22/2018
Design Pressure: +35/-35 Installation Instructions
Other: 37x96; Glazing must comply with the adopted FL10943 R10 11 Custom Clad DH Nail Fin Install
version of ASTM E1300-04 minimum 2.2 mm annealed 37x96).Ddf
monolithic and Insulated. Verified By: Window and Door Manufacturers Association
Evaluation Reports
Created by Independent Third Party:
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.3 C. Custom Clad Double Hung 419-H-826.8
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10943 R10 C CAC 419-H-826 .08 12-10-13.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/22/2018
Design Pressure: +50/-50 Installation Instructions
Other: 41x68; Glazing must comply with the adopted FL10943 R10 11 Custom Clad DH Nail Fin Install
version of ASTM E1300-04 minimum 2.2 mm annealed 41x68).odf
monolithic and Insulated. Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.4 D. Custom Clad Double Hung 419-H-826.10
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10943 R10 C CAC 419-H-826 .10 12-10-13.udf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/22/2018
Design Pressure: +50/-50 Installation Instructions
Other: 45x60; Glazing must comply with the adopted FL10943 R10 II Custom Clad DH Nail Fin Install
version of ASTM E1300-04 minimum 2.2 mm annealed 45x60).Ddf
monolithic and insulated. Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.5 1 E. Custom Clad Double Hung 419-H-826.9
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: 49x48; Glazing must comply with the adopted
version of ASTM E1300-04 minimum 2.2 mm annealed
monolithic and insulated.
Certification Agency Certificate
FL10943 R10 C CAC 419-H-826 .09 12-10-13.odf
Quality Assurance Contract Expiration Date
02/22/2018
Installation Instructions
FL10943 R10 11 Custom Clad DH Nail Fin Install
49x48).Ddf
Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.6 1 F. Custom Clad Double Hung 1419-H-826.5
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Certification Agency Certificate
FL10943 R10 C CAC 419-H-826 .05 12-10-13.Ddf
Quality Assurance Contract Expiration Date
02/22/2018
https://www.floridabuilding.org/t)r/pr app_dtl.aspx?param=wGEVXQwtDgvihT9G9wJlky... 6/18/2014
Florida Building Code Online Page 3 of 5
Design Pressure: +35/-35 Installation Instructions
Other: 49x76; Glazing must comply with the adopted FL10943 R10 11 Custom Clad DH Nail Fin Install
version of ASTM E1300-04 minimum 2.2 mm annealed (49x76).odf
monolithic and insulated. Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.7 G. Custom Clad Double Hung 419-H-826.11
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10943 R30 C CAC 419-H-826 .11 12-10-13.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/22/2018
Design Pressure: +50/-50 Installation Instructions
Other: 33x96; Glazing must comply with the adopted FL10943 R10 Il Custom Clad DH Nail Fin Install
version of ASTM E1300-04 minimum 2.2 mm annealed f33x96).Ddf
monolithic and insulated. Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.8 H. Custom Clad Double Hung 419-H-826.12
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10943 R10 C CAC 419-H-826 .12 12-10-13.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/22/2018
Design Pressure: +50/-50 Installation Instructions
Other: 37x76; Glazing must comply with the adopted FL10943 R10 Il Custom Clad DH Nail Fin Install
version of ASTM E1300-04 minimum 2.2 mm annealed 3706).odf
monolithic and insulated. Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.9 H. Custom Clad Double Hung 419-H-826.4
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10943 R10 C CAC 419-H-826 .04 12-10-13.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/22/2018
Design Pressure: +35/-35 Installation Instructions
Other: 45x80; Glazing must comply with the adopted FL10943 R10 11 Custom Clad DH Nail Fin Install
version of ASTM E1300-04 minimum 2.2 mm annealed (45x80).odf
monolithic and insulated. Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.10 1. Custom Wood Double Hung 419-H-824.7
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10943 R10 C CAC 419-H-824 .07 12-10-13.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant. No 03/17/2018
Design Pressure: +35/-35 Installation Instructions
Other: 45x80; Glazing must comply with the adopted FL10943 RIO 11 Custom Wood DH Thru Jamb Install
version of ASTM E1300-04 minimum 2.2 mm annealed 45x80).odf
monolithic and insulated. Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.11 1. Custom Wood Double Hung 419-H-824.11
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10943 R10 C CAC 419-H-824 .11 12-10-13.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/09/2018
Design Pressure: +50/-50 Installation Instructions
Other: 37x76; Glazing must comply with the adopted FL10943 R10 11 Custom Wood DH Thru Jamb Install
version of ASTM E1300-04 minimum 2.2 mm annealed 37x761.odf
monolithic and insulated. Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.12 1K. Custom Wood Double Hung 419-H-824.4
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10943 R10 C CAC 419-H-824 .04 12-10-13.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/09/2018
Design Pressure: +50/-50 Installation Instructions
https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvihT9G9wJlky... 6/18/2014
Florida Building Code Online
Other: 49x48; Glazing must comply with the adopted
version of ASTM E1300-04 minimum 2.2 mm annealed
monolithic and insulated.
10943.13 L. Custom Wood Double Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: 45x60; Glazing must comply with the adopted
version of ASTM E1300-04 minimum 2.2 mm annealed
monolithic and insulated.
Page 4 of 5
FL10943 R10 II Custom Wood DH Thru lamb Install
49x48).odf
Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
419-H-824.5
Certification Agency Certificate
FL10943 R10 C CAC 419-H-824 .05 12-10-13.odf
Quality Assurance Contract Expiration Date
02/09/2018
Installation Instructions
FL10943 R10 11 Custom Wood DH Thru lamb Install
45x60).Ddf
Verified By: Window and Door Manufacturers Association
Created by independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.14 M. Custom Wood Double Hung 419-H-824.6
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10943 RIO C CAC 419-H-824 .06 12-10-13.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/09/2018
Design Pressure: +50/-50 Installation Instructions
Other: 41x68; Glazing must comply with the adopted FL10943 R10 11 Custom Wood DH Thni lamb Install
version of ASTM E1300-04 minimum 2.2 mm annealed 41x68).odf
monolithic and insulated. Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.15 N. Custom Wood Double Hung 419-H-824.8
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10943 R10 C CAC 419-H-824 .08 12-10-13.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/17/2018
Design Pressure: +35/-35 Installation Instructions
Other: 37x96; Glazing must comply with the adopted FL10943 R10 11 Custom Wood DH Thru lamb Install
version of ASTM E1300-04 minimum 2.2 mm annealed 3746).Ddf
monolithic and insulated. Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.16 O. Custom Wood Double Hung 419-H-824.9
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10943 R10 C CAC 419-H-824 .09 12-10-13.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/17/2018
Design Pressure: +35/-35 Installation Instructions
Other: 49x76; Glazing must comply with the adopted FL10943 R10 II Custom Wood DH Install TF 49.375 x
version of ASTM El 300-04 minimum 2.2 mm annealed 76 1-28-14.odf
monolithic and insulated. Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.17 1 P. Custom Wood Double Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure. +35/-35
Other: 41x88; Glazing must comply with the adopted
version of ASTM E1300-04 minimum 2.2 mm annealed
monolithic and insulated.
10943.18 I R. Custom Clad Pocket Double
Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
419-H-824.10
Certification Agency Certificate
FL10943 R10 C CAC 419-H-824 .10 12-10-13.odf
Quality Assurance Contract Expiration Date
03/17/2018
Installation Instructions
FL10943 R10 lI Custom Wood DH Thru lamb Install
41x88).odf
Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
419-H-1095
Certification Agency Certificate
FL10943 R10 C CAC 419-H-1095 7-26-13.odf
Quality Assurance Contract Expiration Date
04/25/2017
Installation Instructions
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvihT9G9wJlky... 6/18/2014
Florida Building Code Online Page 5 of 5
Other: 49x78; Glazing must comply with the adopted FL10943 R10 11 CustCLPKTDH Thr r lamb Install
version of ASTM E1300-04 minimum 2.2 mm annealed 49x78).odf
monolithic and insulated. FL10943 R10 II INSTALL 4TION INSTRUCTIONS PREMIUM
POCKET WINDOWS.odf
Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.19 S. Custom Clad Pocket Double 419-H-1096
Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10943 R10 C CAC 419-H-1096 7-26-13.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/26/2017
Design Pressure: +50/-50 Installation Instructions
Other: 37x78; Glazing must comply with the adopted FL10943 R10 II CustCLPKTDH Thru Jamb Install
version of ASTM E1300-04 minimum 2.2 mm annealed 37x78).Ddf
monolithic and insulated. FL10943 R10 II INSTALLATION INSTRUCTIONS PREMIUM
POCKET WINDOWS.Ddf
Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
10943.20 T. Custom Clad Pocket Double 419-H-1097
Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10943 R10 C CAC 419-H-1097 7-26-13.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/26/2017
Design Pressure: +35/-35 Installation Instructions
Other: 41x94; Glazing must comply with the adopted FL10943 RIO II CustCLPKTDH Thr u lamb Install
version of ASTM E1300-04 minimum 2.2 mm annealed 41041.odf
monolithic and insulated. FL10943 R10 11 INSTALLATION INSTRUCTIONS PREMIUM
POCKET WINDOWS.odf
Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Go to Page = 0
Bach F.-- 11
0 0 Pagel/20 0
Contact Us :. 1940 North Monroe Street. Tallahassee FL 32309 Phone, 850.487-1624
The State of Florida Is an WEED employer. Coovrloht 2007.2013 State of Florida. ;; Privacy Statement .: Accessibility Statement :: Refund atem nt
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487 1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If
they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under
Chapter 455, F.S., please click baL.
Product Approval Accepts:
rl
CreditaA
https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvihT9G9wJlky... 6/18/2014
TEMP ASTM D1929 752 'F > 650 'F
SIDE -HINGED FIBERGLASS DOOR UNIT
ASTM D635 1 0.56 IN MIN
6'-B" DOUBLE DOOR WITH / WITHOUT SIDELITES
I ASTM 02843 1 534%
GENERAL NOTES
I ASTM 0638
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 1,
HURRICANE PROTECTIVE SYSTEM (ShUrrERS) IS REQUIRED.
3 WHEN INSTALLED IN THE WIND—BORNE DEBRIS REGION.
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WT1H IMPACT GLASS. BUT IS REQUIRED r
ON PANELS WITH NON—IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84.
S. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION wkTEMPASTMD1929752 'F > 650 'F
RATE OF BURNING ASTM D635 1 0.56 IN MIN
SMOKE DENSITY I ASTM 02843 1 534%
TENSILE STRENGTH* I ASTM 0638 1 3 2X DIFF
6 PLASTICS TESTING OF LITE FRAME MATERIAL -
N
SELF ICNITION TEMP ASTM D1929 740 'F > 650 'F
RATE OF BURNING ASTM D635 0.77 IN MIN
SMOKE DENSITY ASTM 02843
TENSILE STRENGTH' _ ASTM D638 _ -7 50% DIFF
COMPMA %IL IENSiLE 51NEGIH AFTER WLATPERING
4500 HOURS XENON ARC METHOD 1
7. IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127 13
loo
00 00:00 OR
0 11001100111
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNR
WITH SIDEL/TE
TABLE OF CONTENTS
SHEET / DESCRIPTION
1 TYPICAL ELEVATIONS do GENERAL NOTES
2 ANCHORING LOCATIONS & DETAILS
3 ANCHORING LOCATIONS @ DETAILS
149' Mac OVERALL FRAME NDIN
21' MAX 36.375' MAX.
D.L.O PANEL WIDTH —
W/ASTRAGAL I
DOUBLE DOOR UNIT WISIDELITES
SINGLE DOOR UNR SINGLE DOOR UNIT WISID£LITES
WITH SIDELIiE
AftfttWM
CMkftNL Nl6af q09-iLl
DZB - 9/3 /.
DOUBLE DOOR UNIT WISIDELRES
x
L
QO
00p
O c
XC% )
30
Lu CL
z
U
cr3 LIJLIJ
owc• 9r. SWS
CHIC. 9f:
KURT BALTHAZOR mwwc IV:
FLORIDA P.E. DWG-MA-FL0160
156533
L or 3
6SEE DETAIL
3.
6'
J
E' r J33"
c 3"
3•
SEE DETAIL
c"
I I I 16' 6 --I
6"
6"
I I I
0
A
W
a
J
w
A
6"
9 2
I I
6"
I r
6" 3'
6'
I I
L J T
3" - -
3.
3_
3.
6'
SEE DETAIL
F..
8 x 2-1/2"
1110 x 2"
10 x 5/8"
8 x 2-1/2" #10 x 3/4"
0 #
10 x 5/8" #
10 x 3/4"
10x2'
FRAME / DOOR
DETAIL "D" DETAIL "C"
TYPICAL
1375"
T
INSWIN- THRESHOLD
0.962"
T'
OUTSWING THRESHOLD
N
o
i SEE DETAIL
v, -D'
J
o
0
W
W . COf
iO
EE DETAIL
C'
3• 6. -. 6"
6•
AdblldmbNA10
Cm9WmIb: N/6^44ou"&/
Rereaed BY
8 x 2-112"
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH
ATTACH ASTRAGAL RETAINER BOLT
FOR A 1.375" THROW
STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL
AS SHOWN.
O.124• ANNEALED DECORATIVE INSERT
00;
2
SANDE
1111CLE (124'
1EL)
DOW e32`
0:zr ANNEALED +--.0, 2.• TEVP \\\
1.75'0;-,? 1047'
T
HIGH DAM 0/S THRESHOLD
x ,-,/2rewts
4.
DOw 832 • . DOW 1132 ;+a•v.
A1,{•.' DOW 032 ••
EX FRIO 1DII 3 R EXTERIOR
v
TYPICAL GLAZING DETAIL TYPIDETAIL
IMPACT RATED GLASS NON -IMPACT GLASS
SCALE: N T S
DWC Bv. S:4
c"X. By.
DRAWING NO
OwG-u-R0,6
SHEET 2 OF
SEE DETAIL
C' SMT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYS:3 FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOMAS, PE
FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8".
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG
CORRUGATED FASTENERS LOCATED 3" FROM EACH END
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1 — i /4".
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
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Florida Building Code Online Page 1 of 4
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
615)441-4258
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschrelber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute,
Referenced Standard and Year (of Standard) Standard Year
Equivalence of Product Standards
Certified By
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 202 1994
CJI affirm that there are no changes in the new Florida
Building Code which affect my product(s) and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes 0N ON/A
Product Approval Method
Date Submitted
Method 1 Option A
02/06/2012
https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3... 6/18/2014
r
p,t` l DPMMIdrWC SCIS Home I Lop In I User Registration 1 Not Topics Submit Surcharge I Stats a Facts Pubbtatlons FBC Stag SCIS Site Map i Links Search ?
Busmes
Professi real App
SERProPublicUseroval
Regulation
PfoAu[t Approval Menu > M= > Application List > Application Detell
FL # FL8228-115
Application Type Affirmation
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
615)441-4258
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschrelber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute,
Referenced Standard and Year (of Standard) Standard Year
Equivalence of Product Standards
Certified By
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 202 1994
CJI affirm that there are no changes in the new Florida
Building Code which affect my product(s) and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes 0N ON/A
Product Approval Method
Date Submitted
Method 1 Option A
02/06/2012
https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3... 6/18/2014
Florida Building Code Online
Date Validated 02/06/2012
Date Pending FBC Approval
Date Approved 02/13/2012
Summary of Products
Page 2 of 4
FL # Model, Number or Name Description
8228.1 Fiberglass Side -Hinged Door Unit 6'-8" Opaque I/S and O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R5 C CAC N1006900.0l,ndf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2014
Design Pressure. +85.0/-85.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 RS II FL0160Dx.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute
Zone, and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, does not exceed the design pressures listed. 3'-0" x Evaluation Reports
6'-8" max nominal size. Hurricane protective system FL8228 R5 AE 504A.Ddf
required in HVHZ, but not required in the Wind Borne Debris Created by Independent Third Party: Yes
Region. See DWG-MA-FLO160-07 for additional information.
8228.2 Fiberglass Side -Hinged Door Unit 8'-0" Opaque I/S and O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 RS C GAC N1006900.02.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2014
Design Pressure: +70.0/-70.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 R5 lI FL0161Dx.0df
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute
Zone, and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, does not exceed the design pressures listed. 3'-0" x Evaluation Reports
8'-0" max nominal size. Hurricane protective system FL8228 R5 AE 503A.odf
required in HVHZ, but not required in the Wind Borne Debris Created by Independent Third Party: Yes
Region. See DWG-MA-FLO161-07 for additional Information.
8228.3 Fiberglass Side -Hinged Door Unit 6'-8" Opaque Inswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R5 C CAC N1006900.01.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2014
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 R5 11 FL0160Dx.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute
Zone, and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 6'-8" max nominal size. Hurricane protective system FL8228 R5 AE 502A.Ddf
required in HVHZ, but not required in the Wind Borne Debris Created by Independent Third Party: Yes
Region. See DWG-MA-FLO160-07 for additional Information.
8228.4 1 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-50.5
Other: Evaluated for use in locations adhering to the
Florida Building Code including the High Velocity Hurricane
Zone, and where pressure requirements as determined by
ASCE 7, does not exceed the design pressures listed. 12'-0"
x 6'-8" max nominal size. Hurricane protective system
required in HVHZ, but not required in the Wind Borne Debris
Region. See DWG-MA-FLO160-07 for additional information.
8228.5 1 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50.5/-50.5
Other: Evaluated for use in locations adhering to the
Florida Building Code including the High Velocity Hurricane
Zone, and where pressure requirements as determined by
ASCE 7, does not exceed the design pressures listed. 12'-0"
x 8'-0" max nominal size. Hurricane protective system
6'-8" Opaque Outswing Single or Double Door w/ or w/o
Sidelites
Certification Agency Certificate
FL8228 RS C CAC N1006900.01.Ddf
Quality Assurance Contract Expiration Date
12/31/2014
Installation Instructions
FL8228 R5 11 FL0160Dx.r)df
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
8'-0" Opaque Inswing Single or Double Door w/ or w/o
Sidelites
Certification Agency Certificate
FL8228 R5 C CAC NI006900.02.odf
Quality Assurance Contract Expiration Date
12/31/2014
Installation Instructions
FL8228 RS 11 FL0161Dx.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 RS AE 501A.Ddf
Created by Independent Third Party: Yes
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3... 6/18/2014
Florida Building Code Online Page 3 of 4
required in HVHZ, but not required in the Wind Borne Debris IRegion. See DWG-MA-FLO161-07 for additional information.
8228.6 Fiberglass Side -Hinged Door Unit 8'-0" Opaque Outswing Single or Double Door w/ or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R5 C CAC NI006900.02.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2014
Design Pressure: +55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 R5 II FL0161Dx.pdf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute
Zone, and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 8'-0" max nominal size. Hurricane protective system FL8228 RS AE 501A.odf
required in HVHZ, but not required in the Wind Borne Debris Created by Independent Third Party: Yes
Region. See DWG-MA-FLO161-07 for additional information.
8228.7 Fiberglass Side -Hinged Door Unit 6'-8" Glazed Inswing Single or Double Door w/ or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R5 C CAC N1006900.03.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2014
Design Pressure: +52.0/-52.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 RS 11 FL0162Dx.odf
Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation & Management Institute
Zone, and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 6'-8" max nominal size. Hurricane protective system FL8228 R5 AE 502A.odf
required in HVHZ and the Wind Borne Debris Region. See Created by Independent Third Party: Yes
DWG-MA-FLO162-07 for additional information.
8228.8 Fiberglass Side -Hinged Door Unit 6'-8" Glazed Outswing Single or Double Door w/ or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: Yes FL8228 R5 C CAC N1006900.03.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2014
Design Pressure: +55.0/-55.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 R5 11 FL0162Dx.odf
Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation & Management Institute
Zone, and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 6'-8" max nominal size. Hurricane protective system FL8228 RS AE 502A.odf
required in HVHZ and the Wind Borne Debris Region. See Created by Independent Third Party: Yes
DWG-MA-FLO162-07 for additional information.
8228.9 Fiberglass Side -Hinged Door Unit 8'-0" Glazed Inswing Single or Double Door w/ or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 RS C GAC N1006900.04.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2014
Design Pressure: +40.0/-45.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 R5 II FL0163Dx.Ddf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute
Zone, and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 8'-0" max nominal size. Hurricane protective system FL8228 RS AE 501A.Ddf
required in HVHZ and the Wind Borne Debris Region. See Created by Independent Third Party: Yes
DWG-MA-FLO163-07 for additional information.
8228.10 Fiberglass Side -Hinged Door Unit 8'-0" Glazed Outswing Single or Double Door w/ or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R5 C CAC N1006900.04.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2014
Design Pressure: +43.0/-47.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 RS If FL0163Dx.odF
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute
Zone, and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, does not exceed the design pressures listed. 12'-0" Evaluation Reports
x 8'-0" max nominal size. Hurricane protective system FL8228 R5 AE 501A.odf
required in HVHZ and the Wind Borne Debris Region. See Created by Independent Third Party: Yes
DWG-MA-FLO163-07 for additional information.
8228.11 Fiberglass Side -Hinged Door Unit 6'-8" Impact Glazed Inswing Single or Double Door w/ or
w/o Sidelites
https://www.floridabui lding.ori/prlpr_app_oti.aspx?param=wGEV XQwtDquftCwaMPtp3... 6/18/2014
Florida Building Code Online
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +52.0/-52.0
Other: Evaluated for use in locations adhering to the
Florida Building Code not including the High Velocity
Hurricane Zone, and where pressure requirements as
determined by ASCE 7 do not exceed the design pressures
listed. 12'-0" x 6'-8" max nominal size. See DWG-MA-
FL0162-07 for additional Information.
Page 4 of 4
Certification Agency Certificate
Quality Assurance Contract Expiration Date
12/31/2014
Installation Instructions
FL8228 RS II FL0162Dx.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
8228.12 Fiberglass Side -Hinged Door Unit 6'-B" Impact Glazed Outswing Single or Double Door w/ or
w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL8228 R5 C GAC NI006900.05.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2014
Design Pressure: +55.0/-55.0 Installation Instructions
Other: Evaluated for use In locations adhering to the FL8228 115 11 FL0162Dx.odf
Florida Building Code not Including the High Velocity Verified By: National Accreditation & Management Institute
Hurricane Zone, and where pressure requirements as Created by Independent Third Party:
determined by ASCE 7 do not exceed the design pressures Evaluation Reports
listed. 12'-0" x 6'-8" max nominal size. See DWG -MA- FL8228 RS AE 502A.odf
FLO162-07 for additional Information. Created by Independent Third Party: Yes
8228.13 Fiberglass Side -Hinged Door Unit 8'-0" Impact Glazed Inswing Single or Double Door w/ or
w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL8228 R5 C CAC N1006900.06.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2014
Design Pressure: +40.0/-45.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 RS 11 FLO16312x.odf
Florida Building Code not including the High Velocity Verified By: National Accreditation & Management Institute
Hurricane Zone, and where pressure requirements as Created by Independent Third Party:
determined by ASCE 7 do not exceed the design pressures Evaluation Reports
listed. 12'-0" x 8'-0" max nominal size. See DWG -MA- FL8228 R5 AE 501A.Ddf
FLO163-07 for additional Information. Created by Independent Third Party: Yes
8228.14 Fiberglass Side -Hinged Door Unit 8'-0" Impact Glazed Outswing Single or Double Door w/ or
w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL8228 R5 C CAC NI006900.06.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2014
Design Pressure: +43.0/-47.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL8228 115 11 FLO163Dx.odf
Florida Building Code not including the High Velocity Verified By: National Accreditation & Management Institute
Hurricane Zone, and where pressure requirements as Created by Independent Third Party:
determined by ASCE 7 do not exceed the design pressures Evaluation Reports
listed. 12'-0" x 8'-0" max nominal size. See DWG -MA- FL8228 RS AE 501A.odf
FLO163-07 for additional information. Created by Independent Third Party: Yes
Bach Neri
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 1150-187-11124
The State of Florida Is an WEED employer. Coovrioht 2007-2013 State of Florida. ;: Privacy Statement ;: Amesslblhty Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 451, F.S. must provide the Department with an email address If
they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an emall address which can be made available to the public. To determine If you are a licensee under
Chapter 455, F.S., please dick here .
Product Approval Accepts:
1
Credit` AJEE
https://www.floridabuilding.org/r) r app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3... 6/18/2014
V.
0- R/ ACCNEWED p
w roowe courm
CONSTRUCTION MATERIALS
WOMW TECHNOLOGIES
i
CR: -C
July 23, 2013
IKO Industries, Ltd
40 Hansen Road South
Brampton, ON L6W 3H4 -
16 5 %jCanada
Re: Shingle Installation Instructions for 2010 Florida Building Code
Sir(s),
PRI Construction Materials Technologies has completed a technical review and attached sealed shingle
instructions in compliance the 2010 Florida Building Code.
This review was completed based on the receipt of following evidence from IKO Industries, Ltd:
1) IKO Shingle Application Instructions — 3 -Tab Shingles
EN-3Tab_Appins8AGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida)
2) IKO Laminated Sh_ingles Application Instructions
EN -Laminated Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida)
3) ASTM D3161 fest Report (FM Approvals Project No. 3040947)
4) ASTM D7158 Test Report (PRI Project No. IKO-091-02-01)
The attached instructions should be used in conjunction with the published manufacturer's application
instructions and applicable code. In the event the instructions conflict, these instructions shall govern.
Regards,
Duc Nguyen
Attachments: A) IKO Shingle Application Instructions - 3 -Tab
B) IKO Laminated Shingles Application Instructions
IKO-098-02-01
J )VC -T. 1>TGv AJ
p,c , Ne : C5dJ L/
i
2
No 65034
9 STATE OF
O'• <v
to R
SS,ON A %%%
PRI Consiruclion Materials Technologies, U.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813621.5777 Fax: 813621.5840 e-mail: materialstes§ng@picmt.wm WebSite: http:/Auww pdcmLwm
IKO
Installation Instructions for
3 -Tab and Laminated Shingles
Page 2 of 3
IKO Shingle Application Instructions — 3 -Tab Shingles
ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass 25 AR)
ASTM D3161, Class F — IKO Marathon Ultra AR and CRC Superglass Ultra AR)
ASTM D7158, CLASS H - IKO Marathon 20 and CRC Superglass 20)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT, THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2010 FBC.
UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping
each preceding course by 19" or other Approved underlayments in accordance with the qualified application
instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long
enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt
edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is
flush with, but not cutting into shingle surface.
NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed
as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt
plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
STEEP SLOPES
i
ff
i SEALING STNIC —
6 -IVB rr I I 61/8'
NAILS NAILS
DO NOT NAIL INTO OR ABOVE THE SEALING STRIP
NP.NH N
2 No 65034 '2
p.' STATE OF SQ/:
110810111 00 %
p. c. N o: G>' 1 1'f
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PRI Constr ution Materials Techrlobgies, I.I.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813621.5777 Fax: 813621.5840 e-mail. materialstesbng@pdcrnl.com WebSite: http:/ANww.pncmI.00m
IKO
Installation Instructions for
3 -Tab and Laminated Shingles
Page 3 of 3
IKO Laminated Shingles Application Instructions
ASTM D3161, Class F - IKO Cambridge AR and CRC Biltmore AR)
ASTM D3161, Class F - IKO Grandeur)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT, THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2010 FBC.
UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping
each preceding course by 19" or other Approved underlayments in accordance with the qualified application
instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long
enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8"
below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with,
but not cutting into shingle surface.
NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed
as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt
plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
631
NAILING - STEEP SLOPES APPLICATION
Use sic nails as shown.
rte
t• 1 r 1" 1
NAIL LINE
CEMENT
PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE
oft
AANH /yG`i'.
No 65034 ' TVC T. ti c v i>5N
pt STATE OF '(U o G 1
Si4 O R 1.
PRI Construction Materials Tedva"ies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813621.5777 Fax: 813621-5840 a -mail: matedalstesting@pripntcom WebSite: http.1Mw.p;tmLoDm
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Product Aooreval Menu > Product Or AO011otion Search > Application List > Application Detail
FL # FL7006-R7
Application Type Editorial Change
Code Version 2010
Application Status Approved
Approved by DBPR. Approvals by DBPR 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
Product Approval Method
IKO Industries, Ltd
40 Hansen Road South
Brampton, NON -US L6W 3H4
708)496-2800 Ext 200
rmetzOO1@tampabay.rr.com
Robert Metz
rmetzOOI@tampabay.rr.com
Bob Metz
REMCO of Pinellas
456 Avila Circle NE
Saint Petersburg, FL 33703
727) 776-5261
rmetzOOI@tampabay.rr.com
Andy Lodge
IKO Industries LTD
40 Hansen Road S.
Brampton, FL 33703
727) 525-0342
rmetzOO1@tampabay.rr.com
Roofing
Asphalt Shingles
Certification Mark or Listing
FM Approvals - CER
Locke Bowden
P5 Validation Checklist - Hardcopy Received
Standard
ASTM D3161 modified to 110 mph
ASTM D3462
ASTM E108
Method 1 Option A
Year
2006
2007
2007
https://www.floridabuilding.orc!/t)r/Pr app dti.aspx?param=wGEVXQwtDqse7mYBd2b3... 6/18/2014
Florida Building Code Online
Date Submitted 11/22/2013
Date Validated 12/02/2013
Date Pending FBC Approval
Date Approved 12/11/2013
Summary of Products
Page 2 of 3
FL V Model, Number or Name Description
7006.1 Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle
Biltmore AR manufactured at IKO's Kankakee, IL, Hawkesbury, Ont.,
FL7006 R7 C CAC 797-07219-267 - FBC ASTM
Wilmington, DE and Toronto, Ont. plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL7006 R7 C CAC 797-07219-267 - FBC ASTM
Approved for use outside HVHZ: Yes certification letter - (3-1-20121.pdf
Impact Resistant: N/A FL7006 R7 C CAC Shinale letter ASTM Compliance -
Design Pressure: N/A 4-16-2012).Ddf
Other: Quality Assurance Contract Expiration Date
Instruction Letter.odf
FL7006 R7 11 Leading Edge Plus Installation
12/31/2018
Instructions.Ddf
Installation Instructions
FL7006 R7 11 IKO-098-02-01 Letter - Installation
Verified By: Zachary Priest PE 74021
Instructions for 3 -Tab and Laminated Shmales.ndf
Verified By: Duc T Nguyen 74021
Created by Independent Third Party: Yes
Created by Independent Third Party: Yes
Evaluation Reports
Evaluation Reports
Created by Independent Third Party:
Created by Independent Third Party:
7006.2 Hip and Ridge 12 Cap fiberglass This is a 12" x 12" fiberglass asphalt shingle used to cover
shingles the hip and/or ridge of an asphalt shingle roof system
manufactured In Toronto, Ont. and Brampton, Ontario
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL7006 R7 C CAC 797-07219-267 - FBC ASTM
Approved for use outside HVHZ: Yes certification letter - (3-1-2012).ndf
Impact Resistant: N/A FL7006 R7 C CAC Shinale letter ASTM Compliance -
Design Pressure: N/A (4-16-2012).Ddf
Other: Quality Assurance Contract Expiration Date
12/31/2018
Installation Instructions
FL7006 R7 11 Hip and Ridae Cao Shinale Installation
Instructions.odf
FL7006 R7 11 1KO-089-02-01 IK012001 Application
Instruction Letter.odf
Verified By: Zachary Priest PE 74021
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party:
7006.3 Leading Edge Plus Asphalt Shingle
Starter Strip
One piece fiberglass asphalt shingle used as a starter strip at
the bottom of a roof system manufactured in Brampton,
Ontario plant
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL7006 R7 C CAC 797-07219-267 - FBC ASTM
Approved for use outside HVHZ: Yes certification letter - (3-1-20121.odf
Impact Resistant: N/A FL7006 R7 C GAC Shingle letter ASTM Compliance -
Design Pressure: N/A 4-16-2012).odf
Other: Quality Assurance Contract Expiration Date
12/31/2018
Installation Instructions
FL7006 R7 11 IKO-089-02-01 IK012001 Aoolication
Instruction Letter.odf
FL7006 R7 11 Leading Edge Plus Installation
Instructions.Ddf
Verified By: Zachary Priest PE 74021
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party:
7006.4 Marathon 25 AR, CRC Superglass 3 tab fiberglass asphalt shingle manufactured at IKO's
M25AR Brampton, Ontario, Hawkesbury Ont., Toronto and
Kanakakee, IL plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL7006 R7 C CAC 797-07219-267 - FBC ASTM
Approved for use outside HVHZ: Yes certification letter - (3-1-2012).odf
Impact Resistant: N/A FL7006 R7 C CAC Shinale letter ASTM Compliance -
Design Pressure: N/A (4-16-2012).odf
Other: Quality Assurance Contract Expiration Date
12/31/2018
Installation Instructions
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3... 6/18/2014
Florida Building Code Online Page 3 of 3
FL7006 R7 11 IKO-098-02-01 Letter - Installation
Instructions for 3 -Tab and Laminated Shinoies.odf
Verified By: Zachary Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party:
Bahr Newt
Contact Us :: 1940 North Monme Street, Tallahassee FL 32399 phone: BSO -487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007.2019 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your small address released In response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact eSO.07.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If
they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under
Chapter 455, F.S., please click haL.
Product Approval Accepts:
IMME _
CreditSa
EI
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDyse7mYBd2b3... 6/18/2014
BUILDING DATA
FLORIDA BUILDING CODE RESIDENTIAL 2010 w/
2012 SUPPLEMENTS
FLORIDA BUILDING CODE 2010 EXISTING
NATIONAL ELECTRICAL CODE (NEC) 2008 EDITION
FBC 2010 RESIDENTIAL - PLUMBING
FBC 2010 RESIDENTIAL - ELECTRICAL
CLASSIFICATION TYPE: REPAIR
DESIGN REQUIREMENTS
DESIGN LIVE LOADS(MWIMUMX
A FLOORS-40PSF
BSTAORS - 40 PSF
C ROOFS -20 PSF
WIND DESIGN LOAD INFORMATION -
PER FBRC 2010 SECTION R301. REF. ASCE 7.10)
BASIC WIND SPEED (V.) = 139 MPH (3 SECOND GUST)
Vr) = 105 MPH (3 SECOND GUST)
BUILDING CATEGORY=11(ASCE 7.10)
WIND EXPOSURE(ALL SIDES) =8 (ASCE 7.10)
INTERNAL PRESSURE COEFFICIENTS (ASCE 7.10)
ENCLOSED BUILDINGS = .W 15
PARTIALLY ENCLOSED BUILDINGS = H10 55
NOTE COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE
APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10
DEFINITIONS CLASSIFYING AS SUCH)
ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE
DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES (p r)
FORWALL LOCATIONS' -25 3 PSF. •212 PSF
FOR ROOF LOCATIONS 49 9 PSF. •122 PSF
FOUNDATIONS
1 SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND Oft UNDER
FOOTINGS OF MAX DRY DENSITY AS DETERMINED BY ASTM- 1557
MODIFIED PROCTOR)
2. THE FOUNDATION OF THIS STRUCTURE HAS BEEN DESIGNED TO AN
ALLOWABLE BEARING CAPACITY OF 2090 PSF ITIS THE OWNER/
CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE BUILDING SITE WILL
MEET THIS STANDARD MTN REGARDS TO SETTLEMENT AND SUPPORT.
3. PROVIDE TERMITE TREATED SOIL W ACCORDANCE W/ SECTION R310 OF
THE FLORIDA RESIDENTIAL CODE IN LIEU OF TREATING THE SOI.
BORA-CARE TERMITICIDE MAY BE APPLIED TO WOOD COMPONENTS IN
ACCORDANCE TO WIMANUFACTLRER'SINSTRUCTIONS, WRSUANT TO
SECTION R3150F THE FLORIDA RESIDENTIAL CODE
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 25
DAYS OF 2500 PSL A SLUMP OF Ir PLUS OR MINUS 1, AND NAVE 210 4%
AIR ENTRAINMENT. AND A MAXIMUM WATER/CEMENT RATIO OF 055
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET
STEEL CONFORMING TO ASTM "15 GRADE SD
3 ALL CONCRETE WORK SHALL BE W ACCORDANCE WITH 'THE BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 310 LATEST
EDITION. AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS,' ACI 301
4 HORIZONTAL FOOTING BARS SWILL BE BENT MIN, 45 BAR DIAMETERS
EXCLUDING SEND) AROUND CORNERS OR 05 CORNER BARS NSM MIN
3P LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED
S. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SMALL BE 45 BAR
DIAMETERS
BOLTS AND THREADED RODS
1. ALL BOLTS a THREADED RODS TO BE ASTM A3W OR BETTER(U N O )
SCOPE OF WORK
FIRE/ TERMITE/ WATER DAMAGE:
REMOVE & REPLACE DAMAGED CLG. JOISTS AND RAFTERS
PER PLAN.
REMOVE & REPLACE DAMAGED FLOOR JOISTS PER PLAN.
REMOVE & REPLACE DAMAGED WALLS PER PLAN.
REMOVE AND REPLACE INTERIOR FINISHES AS REQ'D.
REMOVE AND REPLACE DOORS, WINDOWS, PLUMBING
FIXTURES AND APPLIANCES PER PLAN.
REMOVE AND REPLACE A/C WINDOW UNITS TO MATCH
EXISTING AS REO'D.
WOOD CONSTRUCTION
1 WOOD CONSTRUCTION SWILL CONFORM TO THE NFPA'NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION". LATEST EDITION (NDS)
2. ALL EXTERIOR WOOD SND WALLS. BEARING WALLS SHEARWALL$ AND
MISC STRUCTURAL WOOD FRAMING MEMBERS (IE BLOCKWGORGAILE
END BRACING SHALL BE SPRUCE PINE FIR OR EQUIVALENT NO 2
GRADE SHALL BE USED REGARDLESS OF SPECIES
3 ALL 2X51 OR DEEPER TO BE SOUTHERN PINE NO 2 GRADE
FIELD REPAIR NOTES
1. MAY SUBSTITUTE STRAPSC0NNE-CTORS w/ STRAPSICONNECTORS OF
EQUAL OR GREATER UPLIFT t LATERAL RESISTANCE VALUES W FIELD
WITHOUT VERIFICATION. PROVIDED ALL MANUFACTURES INSTALLATION
INSTRUCTIONS ARE FOLLOWED. (EXCEPTION. SPQSP&SP5 MAY BE
SUBSTITUTED FOR SSP OR SPI CBOT. PLT 6 SP2 ®TOP PLT)
2 WOOD STUDS MAY BE SUBSTITUTED WITH METAL STUDS W NON -LOAD
BEARING WALLS
DRAWING INDEX
C COVER SHEET & ROOF DEMOLITION PLAN
01 FLOOR JOIST DEMOLITION PLANS
02 DEMOLITION PLANS
03 FLOOR PLANS
04 EXTERIOR ELEVATIONS
05 EXTERIOR ELEVATIONS
06 ELECTRICAL PLANS
S1 FOUNDATION PLAN & FIRST FLOOR,
FLOOR JOIST FRAMING PLAN
S2 FRAMING PLANS
S3 BUILDING SECTION
S4 BUILDING SECTION
SD1 DETAIL SHEET
SD2 DETAIL SHEET
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
40
t 14
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL. ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NT
E BUILDING
ONOR
SHALL FFUANCE OF A PERMIT ENTOFFICIALFROMTHEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
656
BRYANT RESIDENCE
205 E 10th ST.
SANFORD, FL 32771
IaMlOVE 1 DISCARD
ENTIRE 1200E SYSTE31
MID CAA JOISTS AS
SHOOK NTYPJ
1 1 D 1 1 j j
1 1 D 1 1 1 0
1 1 D 1 D 1 1
1 1 1 1 D D 1
1 1 1 1 D D 1
1 D 1 1 D D 1
1 1 1 1 D D 1
1 B 1 1 D 0 1
1 D 1 1 D D 1
B D 1 1 D D 1
n n'I I On
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1
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1
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1 1 1 1 1 1 0
1 1 1 1 1 1 0
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E 10th ST `- R191OVE "FLACE
SIDE
PORCH BEA" (T'YPJ
ROOF DEMOLITION PLAN
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1 1 1 1 1 1 11 D 1 1 1 0 o D D D
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im OCGBRYANT
SCALE AS NOTED
DATE 05272014
IM 1 OF13
C
REMOVE
FLOOR JOII
440M (m
HATCH NDICATES I
FLOOR JOISTS TO F
REMOVE 4
DAMAGED
JOISTS
G.C. TO SHORE d SUPPORT ALL LOAD
BEARING WALLS AND/OR BEAMS
BEFORE REMOVAL OF FLOOR JOISTS.
E 10th ST
SIDE
FIRST FLOOR
REMOVE A DISCARD
DAMAGED FLOOR
JOISTS
FLOOR JOIST DEMOLITION PLAN
1/8"=1'-0"
G.C. TO SHORE ALL SECOND FLOOR
EXTERIOR WALLS TO REMAIN BEFORE
REMOVAL OF FLOOR JOISTS.
HATCH INDICATES AREA
OF FLOOR JOISTS TO BE
REMOVED t DISCARDED
E 10th ST
SIDE #1 1'656
SECOND FLOOR
FLOOR JOIST DEMOLITION PLAN
1/8"=1'-0"
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0527.2014
01
YIT 2 of t3
DEMOLITION NOTES:
1. G.C. TO CONTACT DESIGN PROFESSIONAL IF EXIST. CONDITIONS
VARY FROM PLANS.
NOTE:
2. G.C. TO VERIFY WALLS AS NON -LOAD BEARING BEFORE REMOVAL REPAIR TERMIT&WATER
OR PROVIDE SHORING AS REO'D. DAMAGED WALLS AS NEEDED
PER DETAIL 1/SD2 Z
0
3. ALL CHARRED GYPSUM BOARD TO BE REMOVED AND REPLACED. a
ADDITIONAL WATER AND SMOKE DAMAGED GYPSUM BOARD TO BE
REMOVED AND REPLACED AT G.C.'s DISCRETION OR SEALED y
APPROPRIATELY TO ELIMINATE ODORS. GYPSUM BOARD TO ALSO EXIST. ADDITION TO BE REMOVED 4 REBUILT p
BE REMOVED AS REQUIRED TO REPLACE INSULATION AFFECTED
BY SMOKE.
EXIST
TC.
II
4. ALL CHARRED WOOD AND SHEATHING TO BE REMOVED AND
REriAIN
REPLACED.
rF =3T --:
Jj- ----------r 1 0
5. ALL WINDOWS, DOORS, CABINETRY, COUNTERS, APPLIANCES, m
I
Irr
ia aJL II;;I; O
FIXTURES AND SHELVING TO BE REMOVED AND REPLACED AT U
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I - LII °
zl wELIMINATEODORS/STAINS. P II L
r 111 0- g
p 9 III h I 11 a D
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LEGEND WALL 4`WING x EXIST. WALL TO _ _ r L•
W BE REMOVED I III I I I = L_
f 5----=_-___
S ItEXISTINGTOREMAINIr1W
1 1 1 1 EXIST. DOOR TRACK 'J` G
EXISTING TO BE REMOVED
1 I I 1 TO BE REMOVED REMOVE 4 REPLACE $ }
1 I I EXIST. WALLS,
SHELvWG.CABINETS
1 1 1 1 r 4 DOORS N
11
IL--------------- r
3u
11 EXIST. WALL 4-------- r----- I REMOVE REPLACE ,e (D
1 DOOR TO BE 1 1 REMOVE II I I - HEADER O> 00
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SUPPORT AS REQ'D _ = STAIRS TO REMAIN. III ' I I °o
0
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AS REQ'DEXISTWG WINDOW F===
Ij 2IllfI
I I a TO REMAPL REPAIR \ a
REMOVE' 1 1 REMOVE 4 I h----, F ----- AS REQ•D.
REPLACE EXIST.
u 1 I II / `-
REMOVE 4 REPLACE Z
WALL 4 WINDOWS ' I REPLACE EXIST. REMOVE 4 INTERIOR FINISHES j ODOORS1IIREPLACE - AS REQT;
1 u EXIST. DOORS / o (n
WJ
Z
REMOVE
Q t1
n
o H O J y
1 I L - q REPLACE 4EXIST. ~ C
1 1 / WALLS 4 DOORS W
I W W m
REMOVE I REPLACE to
1 L _ _ _ ---i -==----H' / INTERIOR^ FINISHES
1.
REMOVE 4 ---v
REPLACE EXIST
WALLS
EXISTING WINDOW
TO REMAIN. REPAIR
AS REQ'D.
G.C. TO SHORE ALL SECOND FLOOR
EXTERIOR WALLS TO REMAIN BEFORE
REMOVAL OF FLOOR JOISTS BELOW.
SECOND FLOOR DEMOLITION PLAN
1/8"=1'-0"
KEEP MASONRY
BASE POST ONLY.
REMOVE
NON -CONFORMING
POST 4 BEAM ABV.
KEEP MASONRY
BASE POST ONLY.
REMOVE
NON-CCNFORMMG
POST 4 BEAM ABv.
FIRST FLOOR DEMOLITION PLAN
1/8"=1'-0"
14-1656
I UWAIlM&
IMI) SSPE
a OCC-BRYANT
CA" AS NOTED
ATE 0527 2014
102
4M 3 OF 13
GENERAL NOTES:
1. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE
CURRENT ROUGH OPENING INFO WHICH SHALL HAVE
PRECEDENCE OVER THE WINDOW AND DOOR
SCHEDULES ON PLAN. WINDOWS & DOORS TO COMPLY
WITH 2010 FBC ENERGY EFFICIENCY CODE.
2. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE
FOLLOWED AS NOTED.
3. G.C. TO VERIFY ALL DIMENSIONS WITH FIXTURES TO
BE INSTALLED TO ENSURE COMPLIANCE
4. REFER TO FLOOR PLAN FOR CEILING HEIGHTS
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
EXISTING CONDITIONS AT SITE BEFORE
PROCEEDING WITH ANY WORK
6. NOTES INDICATING TYPICAL CONDITIONS SHALL
APPLY TO ALL LIKE AREAS UNLESS NOTED
OTHERWISE
7. IF WATER BASED CEILING TEXTURE IS USED,
PROVIDE 1/2" GYPSUM BOARD FOR 16" O.0 FRAMING
OR 5/8" GYPSUM BOARD FOR 24" O.C. FRAMING (1/2"
SAG -RESISTANT GYPSUM BOARD MAY BE USED I.L.O.
OF 5/8" GYPSUM).
EXISTING SQ.FT. CALC'S
EXISTING 1St FLR LIVING 840 SO. FT.
EXISTING 2nd FLR LING 594 SO. FT.
TOTAL LIVING 1,434 SO. FT.
EXISTING PORCH 192 SO. FT.
TOTAL UNDER ROOF 1,626 SO. FT.
NOTE:
G.0 TO FIELD VERIFY WINDOW/
DOOR SIZES PRIOR TO
WINDOW/ DOOR PURCHASE.
LEGEND
HATCH INDICATES NEW 2x4 (U.N.O )
FRAMING (LOAD BRG.) STUDS ®16' O.C.
HATCH INDICATES NEW 2x4 (U.N.O.)
NON -LOAD BEARING FRAME WALL
STUDS ® 24" O.C. REFER TO DETAIL
3/SDI
0 INDICATES EXISTING WALL TO REMAIN
COMPONENT DESIGN PRESSURE (p-) xx.x
C
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Ir -A 3/4' REPAIR DAMAGED WINDOWS
a FRAMING A9 REO'D.
j
SECOND FLOOR PLAN
1/8"=1'-0"
NOTE:
UNDER FLOOR VENTILATION TO
BE IN ACCORDANCE WITH FBC
SECTION R408.1. PROVIDE 1 SO.
FT. OF NET OPENING BELOW
FLOOR FOR EACH 150 SO FT. OF
FLOOR AREA. EACH CORNER TO
HAVE ONE VENT WITH IN 3'4'. ALL
MATERIALS SHALL BE IN
ACCORDANCE WITH FBC R408.2
NEW '
STRUCTURAL
POST PER PLAN
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ANT 6 q1 13
ELECTRICAL NOTES:
1. THIS ELECTRICAL PLAN IS TO BE USED FOR PLACEMENT
PURPOSES ONLY. DESIGN AND CALCULATIONS TO BE THE
RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
2. LOCATION OF EXISTING UNDERGROUND UTILITY LINES AND
STRUCTURES SHALL BE DETERMINED AND VERIFIED IN THE
FIELD PRIOR TO COMMENCING WORK, ELECTRICAL
CONTRACTOR SHALL BE RESPONSIBLE FOR HIS DAMAGE TO
OTHER TRADES.
3. ELECTRICAL BOXES INSTALLED IN FLOORS, WALLS, OR
CEILINGS SHALL BE MOUNTED FLUSH WITH FINISHED
SURFACE AND CONDUITS AND/OR CABLES SHALL BE
CONCEALED UNLESS OTHERWISE NOTED.
4. EXTERIOR, GARAGE, KITCHEN, BATHROOM OR ANY OUTLETS
WITHIN 6' OF A WATER SOURCE ARE GFI.
5. ALL SMOKE DETECTORS TO BE INSTALLED PER NEC 2008.
6. ALL 15.20 AMP BRANCH CIRCUITS THAT SUPPLY OUTLETS IN
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION
ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR
AREAS PER NEC 210.12(B) SHALL BE PROTECTED BY AN
ARC -FAULT INTERRUPTER(S) OR COMBINATION TYPE.
7. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM
TO NEC 2008.
8. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE
PERMITTED PROVIDED LOCATION WHERE EXCEPTION IS
DESIRED IS ALLOWED PER NEC 2008.
9. CARBON MONOXIDE ALARMS AS SHOWN PER PLAN. ALARMS
SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING
WIRING, BE INTERCONNECTED AND HAVE BATTERY BACKUP.
A SINGLE COMBO DETECTOR MAY BE USED ILO INDIVIDUAL
SMOKE & CARBON MONOXIDE DETECTORS.
10. ALL 120 VOLT 15.20 AMP RECEPTACLE OUTLETS IN FAMILY
ROOMS, DINING ROOMS, LING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION
ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR
AREAS PER NEC 210.12(8) SHALL BE TAMPER RESISTANT
TYPE PER NEC SECTION 406.11.
11. VERIFY LOCATION OF ALL COMPONENTS w/ HOMEOWNER
PRIOR TO COMMENCEMENT OF WORK
12. ALL OUTLETS TO BE TAMPER RESISTANT
13. ALL WIRING IS TO BE 012 AWG OR LARGER SOLID COPPER
TYPE THAN AND ELECTRICAL SERVICE WIRING IS TO BE TYPE
THW OR THWWN.
14. ALL WIRING IS TO BE SHEATHED NM OR NMC WHERE REQ'D
ROMEX)
15. USE CLAMPING TYPE ROMEX CONNECTORS AT EACH BOX.
16. EACH CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPER
BARE GROUND WIRE CONNECTED TO EQUIPMENT GROUND
BAR IN THE MAIN DISTRIBUTION PANEL. ALTERNATE
INSTALLATION OF A GREEN PIGTAIL FROM THE GROUND
SCREW TO THE LUG ONTHE BOX WHERE THE GREEN
GROUND WIRE IS CONNECTED. (d metal box)
ELECTRICAL LEGEND
S SINGLE POLE SWITCH
THREE WAY SWATCH
OUTLET 110.115
6GF.I. OUTLET 110.115, GROUND FAULT CIRCUIT
INTERRUPTER
NF.I. OUTLET 110-115, WATER PROOF G.F I.
6 OUTLET 110.115, SPLIT WIRED
0 OUTLET 110115, CEILING MOUNTED
OUTLET 110115, FLOOR MOUNTED
220240, SPECIAL PURPOSE OUTLET
LIGHT FIXTURE, CEILING MOUNTED
LIGHT FIXTURE, WALL MOUNTED
LIGHT FIXTURE, HANGING
LIGHT FIXTURE, RECESSED
6d LIGHT FIXTURE, VAPOR PROOF
IM RECESSED EYEBALL, ADJUSTABLE
t— LAMP HOLDER W/ PULL CHAIN
1==o^==c FLUORESCENT FIXTURE
FLOODLIGHTS
TELEVISION OUTLET
Z TELEPHONE OUTLET
C INTERCOM
CHIMES
SD SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
O EXHAUST FAN
OO DISPOSAL
L1 DISCONNECT SWITCH
O ELECTRICAL PANEL
CEILING FAN, INSTALLED
CEILING FAN, PREWIRED
J JUNCTION BOX
O DIGITAL THERMOSTAT
METER
NOTE:
ALL EXISTING ELECTRICAL
OUTLETS 6 FIXTURES NOT
ADDRESSED TO REMAIN.
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EXIST. EXIST.
BEDROOMII
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SECOND ELECTRICAL PLAN
NOTE:
ENTIRE ELECTRICAL SYSTEM SHOWN. ELECTRICAL
CONTRACTOR TO IDENTIFY & REWIRE ALL
HOMERUNS, CIRCUITS, AND COMPONENTS DAMAGED
BY FIRE. UNDAMAGED COMPONENTS TO REMAIN.
14-1666
FIRST ELECTRICAL PLAN
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DATE 05.27.2014
06
FNT 7 of 13
FLOOR NAILING
SCHEDULE
FLOOR SHEATHING TO BE 3/4- PLYWOOD (U.N 0.) WITH LONG DIMENSION
PERPENDICULAR TO SUPPORT (FLOOR JOISTS)
NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d
RING -SHANK OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS,
GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EOUNALENT TO HAND DRIVEN
NAILS, SPACING SHALL BE B' ON EDGES AND 12' IN FIELD
CONNECTOR LEGEND
EO META16 BEAM TO PIER
D 44)1003- NAILS JOIST TO JOIST 6(4)1003- TOENAILS
TO BEAM
O(4)1003- TOE -NAILS JOIST TO SILL PLT.
LIKE OF
STEMBWLL
BELOW
2xB RIMBOARD W/
3AOdx3' NAILS
TO EA JOIST
2x8 FLOOR -
JOISTS 016' O.C.
MATC14 INDICATES EXISTW4
FLOOR SYSTEM TO FW'IAK
NEW PT. 2xB
FLOOR JOISTS
016' OL. i
C:iQeT P71 nnQ
FLOOR JOIST FRAMING PLAN
1/8"=l. -a.
2x8 RIMBOARD W/
3AOdx3' NAILS
TO EA JOIST
2x6 FLOOR
JOISTS 016' OL.
PROVIDE (2) 2xb
BLOCKING BELOW
COL. LOCATIONS w/
b) I0dx3' NAILS
EA END
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JOISTS 024' OL.
NEW (2) 2x8
END JOIST
BELOW
EXIST. WALL
NEW PT. 2xS FLOOR
JOISTS 016. O.C.
FOUNDATION NOTES:
1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS
TO BE LAPPED MIN. 6' AND SEALED.
2. VERT. 05 BAR TO BE HOOKED AT TOP d BOTTOM (FTG. &
BOND BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS
EXCLUDING BEND ® EA. END. LAP SPLICES SHALL BE NO
LESS THAN 25'. U.N.O.
FOOTING SCHEDULE
O I 24 -x24 -x12 -d CONC. PAD W/ (3) OSS EA WAY
IT7
NOTE:
UNDER FLOOR VENTILATION TO
BE IN ACCORDANCE WITH FSC
SECTION R408.1. PROVIDE 1 SO.
FT. OF NET OPENING BELOW
FLOOR FOR EACH 150 SO. FT. OF
FLOOR AREA. EACH CORNER TO
HAVE ONE VENT WITH IN 3'4'. ALL
MATERIALS SHALL BE IN
ACCORDANCE WITH FBC R408.2
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NAILING SCHEDULE:
ROOFS:
ROOF SHEATHING TO BE 7/16.0 S B. OR 1502' (MIN.) PLYWOOD. REFER TO
DETAIL 8 SHEET SDI FOR NAILING PATTERN SHEATHING TO BE PLACED
WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (RAFTERS).
PROVIDE PLY CLIPS 024.O.C. MAX AT ALL UNSUPPORTED ROOF
SHEATHING JOINTS 2x4 BLOCKING, w/ (2)100 NAILS EA END, SHALL BE
USED CALL UNSUPPORTED HIP AND RIDGE AREAS.
SIDEWALL:
LAP SIDING TO MATCH EXIST. W/ (3) 80 NAILS EA STUD
GABLE ENDS:
LAP SIDING TO MATCH EXIST W/ (3) 80 NAILS EA STUD
NAILS:
NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 80 RING -SHANK
GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 0 28" MIN.
I
NAILS FASTENED IN PT. OR FIRE -RETARDANT -TREATED WOOD SHALL
BE HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL,
SILICON BRONZE OR COPPER.
ROOF VENTS:
1. VENT SIZES TO BE CALCULATED BY OTHERS
2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE
LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT
TO DICTATE LOCATIONS OR CALCULATIONS
3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN
FRC 2010 EDITION
4. ROOF VENT AREA FORMULA
SO FT OF CLG. = AREA OF FREE VENTILATION REO'D.
150'
300 MAY BE USED WHEN USING EXCEPTIONS PER CODE
COLUMN SCHEDULE
O (2)2X4,(2721(6.OR(2)2)(6(PER WALL WIDTH) BUILT-UP
SND COLUMN. ASSEMBLE PER DTL ?/SDI
O4MS SYP NO 2 POST
O4:4 SYP NO 2 POST
NOTE
1 2X SCABS MAY BE ADDED TO COLUMNS FOR UPLIFT
CONNECTOR INSTALLATION PROVIDE (2) ROWS OF 100 NAILS
r O C SCAB TO COLUMN
2 PROVIDE SOLID BLOCKING (SAME SPEC AS COL). DIRECTLY
BENEATH COL. IN FLOOR SYSTEM FOR POINT LOAD TRANSFER
ROOF RAFTER PLAN
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fOOF RAFTERS
16' O.C.
6 SYP 140.2
COF RAFTERS
16' OL.
8 SYP 1401
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2.6 CLO
016' OL
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GOOF RAFTERS
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HEADER SCHEDULE CONNECTOR LEGEND
TAG HEADER FASTENERS(U N O)
EA
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1 JD LRU26 RAFTER TO RIDGE BEAM BD 12FNTS200 COL TO BLOCKING/ FLOOR JOIST SOM
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HEADERS MAYBE USED WITHOUT APPROVAL FROM DESIGN
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