HomeMy WebLinkAbout719 Oak Ave 13-1348; INTERIOR REMODELT
MAY 6 2013
BY: -
Application No: l 3- 13L4
Job Address: -71 f f •
Parcel ID:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value: $
LzT5/0D0 . 00
V Historic District: Yes'9
Zoning: if —
No
Description of Work: ele
Plan Review Contact Person: L f rY J r t F' Title:
Phone: 5' 3 1 Fax. i/d%-2 5 6 E-mail:
321 y 3 8 .-Lo5' 3 1Property Owner Information
Name iA P>?tC;fS /-,LC-- Phone:%
Street:
City, State Zip: Le M4f
Name U
Street:
City, State Zip:
L
Resident of property? : /V o
tractor Information
Phone:
Fax:
State License No.:
Architect/Engineer Information
Name: >q LL eh /Cf >- Av tr Phone: 31-e %- P6 - &7 Street:
301 /1/ - Ffi--,, C Y e e k 14 V e- Fax: D - ' y(e - 3 21),) City,
St,Zip: OkZANdil FL 32-903 E-mail: //I ic/rrity c/ irt i, cr+r Bonding
Company: /U/, Mortgage Lender: /IV / Address:
Address: PERMIT
INFORMATION Building
Permit Square
Footage: Construction Type: r y-"fil No. of Stories: No.
of Dwelling Units: ` Flood Zone: /\i:xni_-= Electrical
Plumbing, New
Service - No. of AMPS: % New Construction - No. of Fixtures: Mechanical(
Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of ner/Agent Date
Print Owner/Agenfs Name
Signature of 'rotary -State of Florida Date
Omer/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING 9.7. 3 UTILITIES:
ENGINEERING: FIRE:
COMMENTS:
Signature of Contractor/Agent Date
Print Contractor/Agenf s Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type ofID
WASTE WATER:
BUILDING: //
iFA316M10UOZ)M
Rev 11.08
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: j "l 7 Documented Construction Value: $ 'S S
Job Address: 5 06a .- Historic District: Yes 2-'No
Parcel ID: Zoning:
Description of Work: N (uv t 0ccrW r'
Plan Review Contact Person: Title:
Phone: Fax: E-mail:
Property Owner Information
Name Qwmca, " C.C( Phone:
Street: Resident of property?
City, State Zip:
Contractor Information
Name &) u.h, % Inc, Phone: 7-1a8$--ZZA/ 7
Street: S S
j
Fax:(qee`17
City, State Zip: e y)A0Cd , 32:7- ( State License No.:
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit
Square Footage: Construction Type:
No. of Dwelling Units: Flood Zone:
Electrical
New Service — No. of AMPS:
Mechanical (Duct layout required for new systems)
No. of Stories:
Plumbing X
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads:
QAN G3 Arv,.k \r'. " 0\A%k C\ A- 1r, _ C, e- IL
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
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
of
fim
LAN
7 a
Date
My Cokfl. Expires F 25, 2015
Comm E 60182
Bonded Through National Notary Assn.
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
Rev 11.08
JUL 0 1 2013 i
CITY OF SANFORD
BUILDING & FIRE PREVENTION
L_= - -_ --J PERMIT APPLICATION
p
00
C 3q O Documented Construction Value: $--
Job Address: *'l 9 D&K. hum Historic District: Yes No
Parcel ID: , - / 1- 3 d " ' i Oct U(- 0& C 6) Zoning:
Description of Work: C0,7142
Plan Review Contact Person:
Phone: Fax: E-mail:
Property Owner Information
Name J4 ' ,Lp 2 nqL5 L-G L Phone: Title:
Street:
6 I 'S - FOK B U. P -r C. } (RG-1-2 Resident of property? City,
State Zip: LOAD I WOOD, 32 25:D Contractor
Information MIAM
Name
Phone: Street:
2 m Doe RutJ /_R"9 t L Fax: City,
State Zip: 1 4N e1 rg , FL State License No.: / y Y Arch
itectlEngineer Information Name:
Street:
City,
St, Zip: Bonding
Company: Address:,
Building
Permit Square
Footage: _ Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
PERMIT
INFORMATION Construction
Type: No. of Stories: No.
of Dwelling Units: Flood Zone: Electrical
New
Service - No. of AMPS: Plumbing
New
Construction - No. of Fixtures: Mechanical
0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released. _
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally -Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Contractor/Age t is Personal] I own to Me or /
Produced ID Type of I .L) (be2
WASTE WATER:
BUILDING:
Rev 1.1.08
MARBEC Enterprises, Inc.
Electrical & Security Contractor
2882 Doe Run Trail
Orange City, FL
32763-8341
386) 956-1594
marbec@cfl.rr.com
EC13004647
June 27, 2013
P.D.E Homes Inc.
5651 Commerce Drive
Unit 1
Orlando, FL 32839
EMAIL: elliottpde@cfl.rr.com
719 Oak Ave
Sanford, FL 32771
We are pleased to submit the following bid for consideration and acceptance:
1. Project: Rewire Existing House
2. Bid: $8,720.00
3. Assumptions:
a. Electrician to pull necessary permits.
b. Builder to determine appropriate power company. Electrician to coordinate for T-
Pole as well as underground for new service.
c. Plans are a guide, project to be as built.
d. Lighting other than recessed cans and fluorescent fixtures to be provided by General
Contractor or Owner.
e. Ceiling Fans supplied by General Contractor or Owner.
f. Bathroom Exhaust fans to be installed by others. Wiring by electrician.
4. Statement of Work:
a. Obtain all necessary permits.
b. General Contractor and electrician to walk house and lay out switches, receptacles,
and lighting before commencing project.
c. Demo existing power distribution for building and remove off site.
Page 1 of 3 pages
d. Furnish and install a T-Pole
e. Furnish and install a new 200A Meter/Main Combo panel. Coordinate with
appropriate power company for new underground feed from transformer.
f. Furnish and install a new grounding system per NEC 2008 complete with grounding
bridge.
g. Furnish and install new 200A Main Lug interior panel. Furnish all circuit breakers for
all branch circuits developed during rewire. Use ARCFault/GFI combo breakers per
NEC 2008.
h. Furnish all wire, boxes, recessed cans with appropriate trim kits to rewire entire
house to meet objectives of General Contractor/Owner and NEC 2008.
i. At trim out — Install all trim kits, lighting provided, ceiling fans provided, switches,
dimmers, and receptacles. All switches and receptacles to be DECORA white.
Dimmers rated for LED and CFL as well as incandescent lamps. All receptacles to be
Tamper Resistant (NEC 2008) and in certain locations Water Resistant as well.
j. Clean up daily.
5. Payment is based on the following schedule:
a. At Rough In: $5,200.00
b. At Final: $3,520.00
6. This bid is valid for 15 days.
7. Unforeseen circumstances or additions/changes may result in an increase in the project
price.
8. Bid Break Down:
a. Permits:
b. Electrical Materials:
c. Taxes
d. Electrical Labor:
e. Inspections:
f. W-C Insurance:
g. Liability Insurance:
h. Tools and Equipment:
i. Management:
j. Profit:
k. LIGHING PACAGE ALLOWANCE:
120.00
4,299.00
300.00
3,060.00
N/A
188.00
120.00
125.00
N/A
508.00
N/A
Page 2 of 3 pages
Jun 27 13 06:41p David Elliott 407-7303359 P.1
Thank you for this opportunity to serve you.
Sincerely,
Stephen J. Siegel
CEO
MARBEC Enterprises, Inc
I/We Accept,hisproposal and estimate.
D. ELLIOTT
President
P.D.E. Homes Inc
0
FORM 405-10 OFFICE
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: 719 Oak Avenue Builder Name: Owner
Street: 719 Oak Avenue Permit Office: City of Sanford
City, State, Zip: Sanford , FL , Permit Number: /3 /-7Y IF
Owner: Mack Rentals Jurisdiction: S Td dDesignLocation: FL, Tampa
1. New construction or existing New (From Plans) 9. Wall Types (1404.0 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=11.0 1404.00 ft2
b. N/A R= ft2
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 4 d. N/A R= ft2
5. Is this a worst case? No 10. Ceiling Types (2584.0 sqft.) Insulation Area
a. Cathedral/Single Assembly (Vented) R=11.0 1492.00 ft2
6. Conditioned floor area above grade (ft2) 2562 b. Under Attic (Vented) R=30.0 1092.00 ft2
Conditioned floor area below grade (ft2) 0 c. N/A R= ft2
11. Ducts R ft2
7. Windows(139.0 sqft.) Description Area a. Sup: 1st Floor, Ret: 1st Floor, AH: 1st Floor 6 400
a. U-Factor: Dbl, U=0.65 115.00 ft2
SHGC: SHGC=0.35
b. U-Factor: Dbl, U=0.55 24.00 ft2 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.60 a. Central Unit 60.0 SEER:15.00
c. U-Factor: N/A ft2
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 60.0 HSPF:7.70
SHGC:
Area Weighted Average Overhang Depth: 6.777 ft.
Area Weighted Average SHGC: 0.393 14. Hot water systems
8. Floor Types (2562.0 sqft.) Insulation Area
a. Electric Cap: 50 gallons
a. Crawlspace R=12.2 1492.00 ft2 b. Conservation features
EF: 0.900
b. Floor Over Other Space R=11.0 1070.00 ft2 None
c. N/A R= ft2 15. Credits CF
Glass/Floor Area: 0.054
Total Proposed Modified Loads: 42.22 PASSa Total Standard Reference Loads: 72.04
1 hereby certify that the plans and specifications covered by Review of the plans and 114E ST4
this calculation are in compliance with the Florida Energy specifications covered by this
Code. calculation indicates compliance+,,,
with the Florida Energy Code. nr,--. •.,=.;: ; ;,., , O
PREPARED BY: Before construction is completed
DATE: this building will be inspected for
compliance with Section 553.908
1 III
I hereby certify that this building, as designed, is in compliance Florida Statutes. 6C
with the Florida Energy Code. con yy z
OWNER/AGENT: BUILDING OFFICIAL:
DATE: -- DATE:
Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist
Compliance requires a roof absorptance test in accordance with 405.6.2
Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system
leakage to outdoors tested at 25 pascals pressure difference in accordance with 403.2.2.1. is not greater than
77 cfm:Duct#1)
5/5/2013 3:14 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5
PROJECT
Title: 719 Oak Avenue Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 2562 Lot #
Owner: Mack Rentals Total Stories: 1 Block/SubDivision:
of Units: 1 Worst Case: No PlatBook:
Builder Name: Owner Rotate Angle: 0 Street: 719 Oak Avenue
Permit Office: City of Sanford Cross Ventilation: No County: St. Johns
Jurisdiction: Whole House Fan: No City, State, Zip: Sanford ,
Family Type: Single-family FL,
New/Existing: New (From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Tampa FL_TAMPA_INTERNATI 2 39 91 70 75 645.5 54 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2562 23058
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 1st Floor 1492 13428 Yes 4 1 1 Yes Yes Yes
2 2nd Floor 1070 9630 No 0 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Crawlspace 1st Floor 166 ft 13 1492 ft2 12.2 0.2 0 0.8
2 Floor Over Other Space 2nd Floor --_ __— 1070 ft2 11 0 1 0
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Gable or shed Metal 1159 ft2 222 ft2 Unfinishe 0.75 Yes 0.7 No 0 22.6
ATTIC
in) Area RBS IRCCV # Type Ventilation Vent Ratio (1
1 Full attic Vented 300 1070 ft2 N N
5/5/2013 3:14 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5
CEILING
Ceiling Type Space R-Value Area Framing Frac Truss Type
1 Cathedral/Single Assembly (Vented) 1st Floor 11 1492 ft2 0.11 Wood
2 Under Attic (Vented) 2nd Floor 30 1092 ft2 0.11 Wood
WALLS
Adjacent
Space Cavity Width Height Sheathing. Framing Solar Below
v _# Orat To Wall Type R-Value Ft --In Ft In Area R-VaIuP Fraction Ahcnr C;radefa
1 N Exterior Frame - Wood 1 st Floor 11 44 9 396 ft2 0 0 0.5 0
2 E Exterior Frame - Wood 1st Floor 11 39 9 351 ft2 0 0 0.5 0
3 S Exterior Frame - Wood 1st Floor 11 40 9 360 ft2 0 0 0.5 0
4 W Exterior Frame - Wood 1st Floor 11 33 9 297 ft2 0 0 0.5 0
DOORS
Omt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 S Wood 1st Floor None 0.75 3 6 8 20 ft2
2 S Wood 1st Floor None 0.460000 3 6 8 20 ft2
3 W Insulated 1st Floor None 0.460000 3 6 8 40 ft2
WINDOWS
Orientation shown is the entered, Pro osed orientation.
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1 N 1 Vinyl Double (Tinted) Yes 0.65 0.35 15 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None
2 N 1 Vinyl Double (Tinted) Yes 0.65 0.35 9 ft2 24 ft 0 in 1 ft 4 in Drapes/blinds None
3 E 2 Vinyl Double (Tinted) Yes 0.65 0.35 16 ft2 24 ft 0 in 1 ft 4 in Drapes/blinds None
4 S 3 Vinyl Double (Tinted) Yes 0.65 0.35 75 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
5 S 3 Vinyl Double (Tinted) Yes 0.55 0.6 12 ft2 24 ft 0 in 1 ft 4 in Drapes/blinds None
6 S 3 Vinyl Double (Tinted) Yes 0.55 0.6 12 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Best Guess 0.000300 2016.0 110.67 208.14 0.2250 5.2460
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump None HSPF: 7.7 60 kBtu/hr 1 sys#1
5/5/2013 3:14 PM EnergyGaugeID USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER: 15 60 kBtu/hr 1800 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None 1 st Floor 0.9 50 gal 60 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model Area Volume FEF
None None ft2
DUCTS
Supply — Return — Air Percent HVAC #
V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool
1 1st Floor 6 400 ft2 1 st Floor 100 ft2 Prop. Leak Free 1 st Floor 76.9 cfm 4.27 % 0.03 0.60 1 1
TEMPERATURES
Programable Thermostat: N Ceiling Fans:
CoolingX Jan Feb Mar A r X Ma Jun [X Jul X Au Xj Se Oct Xj Nov Dec
HeatinX Jan Febr rXI1Mar ArIX rXJun [X Jul Ma JXJX1Au[Xj Sep Rj Oct X]NovX] Dec Ventin Jan
Feb Mar Apr X May XJun [X Jul X Aug Xj Se Oct X] Nov X] Dec Thermostat Schedule: HERS
2006 Reference Hours Schedule Type 1
2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM
78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78
78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM
78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78
78 78 78 78 78 78 78 78 78 78 Heating (WD) AM
68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68
68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM
68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68
68 68 68 68 68 68 68 68 68 68 5/5/2013
3:14 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5
OFFIC PERMIT# 47
MIAM`-DAL
MIAMI—DARE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT' AND REGULA'FORV I t805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3I5-2599
NOTICE OF ACCEPTANCE (NOA) i"vw.mianiidade.gov/tlevelopnient/
PGT Industries
T _
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA—
Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AI-IJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "FD-101" Outswing Aluminum French Door w/ wo Sidelites — L.M.I.
APPROVAL DOCUMENT: Drawing No. 110058-1, titled Series "Alum. French Door R Sidelites,
Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by
manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami —Dade County Product Control
Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami —Dade
County Product Control Section.
1VIISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement; "Miami —Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and rernoval of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No. 11-1013.22 and consists of this page l and evidence pages .C—1,
E-2 and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
MIAM40ADE OUNTYC NOA No. 124516.02
e -Expiration Date: October 18, 2017
S ' Approval Date: August 30, 2012
g12 1y Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE. SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets
1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by
manufacture, signed and sealed by Lynn Miller, P. E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure `Pest, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an Aluminum outswing
French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an Aluminut outswing
French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E.
Submitted under previous NOA No. 07-0629..10)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007
and FBC-2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn
Miller, P. E.
Submitted under previous NOA No. 07-0629.10)
2. Glazing complies with ASTM E1300-02/ 04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs
PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16.
2. Notice of Acceptance No. 1.1-0325.05 issued to Solutia, Inc. for their "Saflex and
Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16.
Jaime D. Gascon, P.
Product Control Section Supervisor
NOA No. 12-0516.02
Expiration Date: October 18, 2017
Approval Date: August 30,202
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance and complying with FBC-2010, issued by
manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E.
2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed
and sealed by Lynn Miller, P. E.
3. Laboratory compliance letter for Test Report No. FTL-6864, issued by Fenestration
Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E.
4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E.
5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration
Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E.
Suhmitted under previous NOA No. 07-0629.10)
G. OTHERS
1. Notice of Acceptance No. 1.1--1013.22, issued to PGT Industries, for their Series
FD-101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I.", approved
on 11/23/11 and expiring on 10/18/12.
Jaime D. Gascon,— Pl
Product Control Section Supervisor
NOA No. 12-0516.02
Expiration Date: October 18, 2017
Approval Date: August 30, 2012
E-3
NOTES_ OUTSWING IMPACT FRENCH DOORS) AND SIDE LITE_(S)
PRODIJUp..,^,;,,,11)
curopiymq, ,d, tl,a Finrlda1. GLAZING OPTIONS: nuaAccdl„s cud
W'
0
ccA. 3/8" L_AMI NOM. (402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM %
hNu
um .
PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. // B.
3/8" I -AM! NOM_(t3U2') CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE tBfiunil ,jdeprodun Comr„ MAXIMUMPLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. Y C.
7/16" LAMI NOM. (.465°) CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. D.
7/16' LAMI NOM. (465) CONSISTING OF (1) LITE OF 3(16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUMPLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. _ N E.
13116" LAtv11 IG NOM. (.8W) CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4" AIRSPACE, (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB NOA DRAWING MAP U) v AINTERLAYEROFDUPONTBUTACITEPLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. : U 2.
DE_SIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. I
I TOPIC SHEET 0 o p d ANEGATIVEDESIGNLOADSBASEDONTESTEDPRESSUREANDGLASSTABLESASTME1300-04. GENERAL NOTES............ 1 ( 2 D B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. I CONFIGURATIONS........... 1 fY — p 3.
CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. GLAZING DETAILS........... 1 o W O 4,
ANCHORAGE: THE 33 1!390 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 , SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE ELEVATIONS .................... 3 LL1 Ir—
REQUIREMENTS
SEE SHEETS 8 THROUGH 10. VERT, SECTIONS.. ... ....... 4 LU 5.
SHUTTERS ARE NOT REQUIRED. HORIZ. SECTIONS........... 5 0 J p o REQUIRED, Q
6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST ...................... 6 LL
7. REFERENCES: EXTRUSIONS... ........... .... 6.7 n- W 06
Ad
TEST REPORTS FTL-4964, 5212 & 6864; ELCO ULTRACON NOA: 11.0406.01, 12-0126,09; ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM ANCHORAGE .................... 8-10 cn LL 0 DESIGN
MANUAL. — -- - ---- - -- --- -- a W Ur Of 8.
THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY Z O
HURRICANE
ZONE (HVHZ). W f J GLASS
ABBREVIATIONS {- ¢ z 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO. DOOR CONNECTION: O
C7 U AN. =ANNEALED A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. HS. =
HEAT -STRENGTHENED B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP=TEMPERED Q Z W TABLE
1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. z O
Q
N w T -- -
mo za iU'
1/2"
GLASS BITE 73) 112" GLASS BITE 74 _"- n a
C I ( 1/2" GLASS BITE S x' 1 - _ O
EX72RIOR ,
l
EXTERIORi \
EXTERIORv
t r I '_
J 94 '7 94) 94) o g -
0z 1/8"HS, AN.
OR
3116" AN. OR _ 1/4" AIRSPACE HS. GLASS
HS. GLASS 3N G'
HS. 3/1 G" HS. GLASS 3/16" TP. GLASS -•- 090 PVBINTERLAYERIGLASS090PVBWTERLAYERIGLASS % II I I i,,/ DUPONT BUTACITE
OR (DUPONT BUTACITE OR i w ` i ii 1/8"
HS. GLASS SAFLEXiKEEPSAFE ISAFLEX/KEEPSAFE 090PVBINTERLAYER• MAXIMUM ) (DUPONT
BUTACITE a I MAXIMUM ) ^ ' •' '2=, u; NOM. 3!
8" NOM. _ 7/16" NOM. 13/16 GLASS STACK
GLASS STACK GLASS STACK = 2.
0:
Z z 3/8
LAMI NOM 7/16"LAMI NOM. 13/16" LAMI IG NOM. GLAZING OPTION
A OR B NOTE 10 GLAZING OPTION CORD, NOTE 1 GLAZING OPTION E, NOTE 1 Nye' Ep\,:
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO, OXX & OXXO
FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS)
REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS
DOORS WITH GLASS TYPES A, B, C, D OR E
HEIGHT
X WIDTH XX WIDTH 68 - 79 3/4" 70 - 83 3/4" 1 87 3/4" 1 91 3/4" 1 8° - 95 3/4"
30 371/2" 6° 71 3/4" +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0
O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A
27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0
361/8" +75.0 -7,1 0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2
36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 1-63.1
O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E
36 3/4" +75.0 -75.0 +75,0 -75.0 +75.0 -75.0 +75.0 75,0 +75.0 1 -75.0
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY
APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO
THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.)
REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION
GLASS TYPES A, B, C, D OR E
HEIGHT
X_ WIDTH XX WIDTH 68 - 79 3/4" 70 - 83 3/4" 87 3/4" 91 3/4" 80 - 95 3/4"
20 25 1/2" 40 47 3/4" 58.6 58.6 55.4 55.4 52.4 52.4 49.8 49.8 47.4 47.4
271/2" 51 3/4" 54.9 54.9 51.8 51.8 49.0 49.0 46.5 46.5 44.3 44.3
29 1/2" 55 3/4" 51.7 51.7 48.8 48.8 46A 46.1 43.8 43.8 41.6 41.6
26 31 1/2" 50 59 3/4" 49.0 49.0 46.2 46.2 43.6 43.6 41.4 41.4 39.3 39.3
28 33 1/2" 54 63 3/4" 43.1 43.1 43.1 43.1 41.5 41.5 39.3 39.3 37.3 37.3
35 112" 67 3/4" 38.1 38.1 38.1 38.1 38A 38.1 37.5 37.5 35.6 35.6
30 371/2" 60 71 3/4" 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0
O WIDTH GLASS TYPES A, B, C, D OR E
10 3/4" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75"0
12 3/4" 75.0 75.0 75.0 75.0 75.0 A-65.0
75.0 75.0 75.0 75.0
SINGLE 19" 72.4 72.4 68.5 68.5 65.0+61.9 61.9 59.0 59.0
SIDE LITE 21 3/4" 64.5 64.5 61.0 61.0 57.8 57.8 55.0 55.0 52.4 52A
27 3/4" 52.9 52.9 49.9 49.9 47.2 47.2 44.7 A4.7 42.6 42.6
36 1/8" 35.2 35.2 35.2 1 -35.2 1 +35.2 35.2 35.2 35.2 34.4 34.4
36 3/4" 34.0 34.0 34.0 34.0 1 +34.0 34.0 34.0 34.0 34.0 34.0
NOTES;
1. GLASS TYPES:
ps complying
DAlwmc Nuil cuPp11CNo12OZA. 3/
8" LAMI (1/8" A, .090 PVB, 3/16" HS) Expfrotlou Dot„C B. 3/
8" LAMI (1/8" HS, .090 PVB, 3/16" HS) j C. 7/
16;' LAMI (3/16" A, .090 PVB, 3116" HS) D. 7/
16!' LAMI (3/15" HS, .090 PVB, 3/16" HS) Mimni DnAc
Pr<ufuc, Comr D\l
E. 13/16" LAMI iG (3/16" TP, 1/4" AIRSPACE, 118" HS, .090 PVB, 3/16' HS) 2. COMBINED
DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. u a
MAX. OX/XO WIDTH = 73 1/2" d MAX. OXO
WIDTH = 109 112" MAX. XXO/
OXX WIDTH = 107 3/4" O o Q
MAX.
OXXO
WIDTH = 143 3/4" 4 r 3. SINGLE
DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" o W O WIDE OR
OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE LU FBC.
NARROWERDOORSMAYBEUSEDWHEREEGRESSISNOTREQUIREDBYCODE, J g
4. DESIGN
PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. o 5. EXAMPLES
OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: U) 06 LL O
EX.
A
FROM TABLE 1. J U) N cn
OXO
WITHGLASSTYPEAW30" WIDE
x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES p C) z DESIGN PRESSURE = +67.6 / -67.6 PSF w V) 2 EX. B
FROM TABLE 1. 0 Q LU
d
Z
OXXO
WITH
GLASS TYPE A L r cv 68"
WIDEx85" HIGH DOUBLE DOOR WITH 36 112" SIDE LITES Z LL o DESIGN PRESSURE = +
70A / -70A PSF E d o Q N
LD lO
LU LLEX. C
FROM TABLE 2. OXO WITH
GLASS TYPE C Q 30" WIDE
x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +
43.6 / -43.6 PSF EX. D
FROM TABLE 2. OXXO WITH
GLASS TYPE C n vN
n l x
m 63
3/
4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES tj $ DESIGN PRESSURE = +
43.1 / -43.1 PSF U- P .100
O 6. FOR
COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH o Y
o i
z REQUIRED REINFORCEMENT
AT DOOR TO SIDE LITE CONNECTION SEE
SECTION E-E, SHEET 5 FOR REINFORCEMENT t 11
I a //' DETAIL. J '• J
ti 4 n = K z _zw
FAO \\.
109 1/2" MAX. pRODUCTRENEW131) 73 l,2" MAX. 143 314" MAX.
36 314 36 3/4"
tom_SEE NOTE 3
36 3/4" 36 3/4" --
SEE NOTE 3-
36 -nplyins with th. Fl.nd-
MAX. MAX. MAX. -MAX.- - MAX. Buildingeod',
10D
4 49 Miami Dade productcb.1, I
i /
Lj
95 3/4"
TYP.) 0
ILU)
o
F\7(41
o
C)
wE/ E E /E IE
G' 0 x A\cl IX INAC
I
T p CD
U-
0
W
0
SEE NOTE 4 SEE NOTE 4 —SEE NOTE 4 SEE NOTE 4 - SEE NOTE 4 co
OX OR XO oxO Oxx 0
0 cn
71 314 " MAX. - - -
36 314" < 0
MAX.
Z
37 1/2" 24 9/i6' MAX. 0 W 0
DLO (TYP)
33 5/8" MAX W
U)
DLO TYP) 0 -r z
z (n Z WAA0
MAX.
C'4 u-
CISMAX3/4"
49 41 2w :D <
TYP. 95 3/4"
MAX.
10 (TYP.) 84 3/8"
MAX.,
84 3/8"
DLO o/
MAX.
TYP.1AC21 / I /' DLO '(4
DOOR cimTYP.)
DLO HEIGHT =HEIGHT-11318" u x 0
40" DLO W:DTH'x =DOOR WIDTH -1215/16"
TYP.) DI 9- F JF DLO W DTH'XX'= DOOR WIDTH/2 -11 5/16"
L
X ACT Ix I NACT 0 SIDE LITE
DLO HEIGHT = HEIGHT -11 3/8"
WIDTH -31/8" DLO WIDTH
A B—
x xx 0
NOTES: (
4 1
Z
1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 0
2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. Co - Za
3. SIDE LITES OVERLAP 'X'AND'XX'DOORS BY 3/4" WHEN ASSEMBLED TO MAKE'XO','OX', 'OXO''XXQ','OXX'AND -OXXO' CONFIGURATIONS. x4. RE INFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2).
5. CLEAR OPENING FOR 'X' AND'XX' DOORS AS FOLLOWS: (W DOORS = WIDTH - 5,646) ('XX'DOOR = DOOR WIDTH/2 -4.079)
EXTERIOR INTERIOR
MAX.
DLO =_
MAX.
DOOR
y u J 1.4II85
t_-
DOOR SECT. AA
VERTICAL
N
L
SL SECT. B-B
VERTICAL
INTERIOR
I
MAX.
SIDE
LITE
HEIGHT
60)- ----- -
CLEAR -COLORED _
SEALANT
SL VIEW G-G
CORNER ASSEMBLY
AT HEAD/JAMB
65) AT SILL/JAMB
62j
pRof)UCT RENEWED
c _nply[ng withlie Florida
B.ildin c.do r O_nc
Y
N
V0 U
v
0
w
0
J n 2 O
U) LL
U oc; s O
aa w OW0Z
0Ow o
0 y U 2Z
z0¢
rc ¢ 0
U
I
U
w
U_ O
N
Q N w
a
LO
m
Y'jJNM
004
p
2 V 611/j
a
tQ.
o
Rodi
b \\,
P 00`
MAX.'XX' WIDTH-_-
r% XX' SECT. C-C
i\35) (26) (34 (44; HORIZ.
MAX. 'X' WIDTH
f 67 } SPACING, SAME AS
r- -MAX. SL WIDTH- .. / ` _ /
JAMB ANCHOR SPACING
SEE SHEETS 7, 8 AND 9)
DLO `\
6) SL SECT. E-E `F)
HORIZ. (DOOR W/ SIDE LITE)
SEE TABLES 1 AND 2 AND
NOTES ON SHEETS 1 & 2
FOR APPLICABILITY
MAX.
r DLO
INTERIOR
1
EXTERIOR
MAX. SL WIDTH
SL SECT. F-F
HORIZ. (SINGLE SIDE LITE)
RE''NIVED
a wNh the Florid.,
IZ
U
vi0 Q
pCL
cc
wLLJ
00
J
n O
od 8
LL
O
IllZO
ix
o Q U p
UW n
LLJ
z
O 2 Q Z
a Z U) 2
O
QW`
LL O
N
CL N p
Q 124 LY
O gJ
u-
0.r r N
N
p Xo
2Vm
U -ZZZZ 0 O
d Y
OZ 2
U
a
Z. w L R
J J O ';N 4: C.)`Z IL
Cq` Ja0aylrx
IIf1111111
ITEM DWG # IPGT# DESCRIPTION
1 943B 60411 FRAME HEAD
2 1010 6Q300 WSTP.,Q-LON .190 X .375 HIGH
3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH
4 955 7955X FLUSHBOLTSTRIKEPLATE
5 938 1938X 2 PT. LOCK STRIKEPLATE
6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE
7 7832X12FPXP 8-32 X.500 PH. FL. MS - S.S. W/SILICONE PATCH
8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB)
9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB)
10 952A 6533016 FILLER HEAD ADAPTER
11 11000 611000M OUTSWING THRESHOLD
12 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011)
13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER
14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED)
15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED)
16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED)
20 915D 60380 FRAME JAMB (OUTSWING)
21 1010 6Q300 WSTP.,Q-LON .190 X .375 HIGH
22 6608 66608M REINFORCEMENT, 1.000 X 2.750 X 0.650, 6061-T5
23 11140 176X112PSATS 8 X 1,500 PH SQ A T/S
24 1048 71048 JAMB SCREW COVER CAP
25 930 41721N STRIKE PLATE INSERT
26 1118 71OX34PFA 10X.750 PH. FL. SMS
27 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH
30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL
31 911E 6911 DOOR PANEL, SIDE RAIL
32 917 17FRMO HINGE EXTRUSION
33 1178 71058FP W,B 10X.625 PH. FL. SMS
34 913A 60378M TRUSS CLAMP
35 1130 6TRODA 6/16-18 THREADED ROD
36 990 7990NUTA 5/16-18 FLANGED HEX NUT
37 914A 60379M WEATHERSTRIP CHANNEL
38 7834FPT 8 X.75 PH, FL. TEK
39 997 170997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES)
40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL
41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY)
42 1145 76X12FPAW 6 X.500 PH FL SMS TYPE BIDS
43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL)
44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING)
45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING)
46 1213 60200K WSTP.,Q-LON .190 X .200 HIGH
47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708)
48 1139 7634F 6 X.750 PH. FL. SMS
49 982 F02PTAY 2 PT. LOCK ASSY.
50 6R180FS RUBBER SLEEVE
51 930 41721 STRIKE PL. INSERT (INACT)VE PANEL)
52 931 7FRSPX DEADBOLT STRIKE PLATE
53 1118 71OX34PFA 10X.750 PH FL. SMS
54 957 70957X HANDLE STRIKE PLATE
55 1118 171OX34PFA 10 X .750 PH FL. SMS
A
ITEM OWG # PGT# DESCRIPTION
60 1920D 16920D SIDELITE HEADER
61 921D 6921 SIDELITE SILL
62 916B 60361 SIDELITE JAMB
63 1155 781POA 8 X 1.000 QUAD PN. SMS
64 998
v
7998 HEAD GASKETS (STOCKING #70998)
65 999 7999 SILL GASKETS (STOCKING #70999)
66 9,34A 61641M SIDELITE JAMB ADAPTER
67 12 X 1.000 SHEET METAL SCREW
70 712653K SETTIING BLOCK, 3/32" X 1/4" X 1" W/PSA, 85 +/-5 DURO.
71 71267K SETTING BLOCK, 1/16" X 112" X 1" W/PSA, 85 +/-5 DURO.
72 4222A 64222 BEAD, 7116'
73 888 6988 BEAD, 3/8"
74 4067B 64067 BEAD, 13/16" IG
90 6DURAK14 114" DURASEAL IG SPACER
91 6TP248 BULB, THIN (USED IN EXTRUDED BEAD)
92 986 64986 BEAD, INTERIOR
93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD), 65 +/-1 DURO.
94 LAZING SILICONE, DOW 699 OR 983
95 LASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS
96 LASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS
97 GLASS, 7/16" LAMI - 3/16" A. .90 PVB, 3116" HS
98 GLASS, 7/16" LAM[ - 3/16" HS, .90 PVB, 3/16" HS
99 IGLASS, 13/16" LAMI IG - 3/16" TP, 1/4" AIRSPACE, 1/8" HS, .90 PVB, 3/16" HS
103 OFF -THE SHELF IDEAD BOLT LOCK
504 - +-1j j—
U U—'369
055--{{-.— If
3 OUTSWING THRESHOLDCHANNELCOVER
6063-T6
r -- 2.75D —1
0100
650--- 7125
C?TUBE MULL
6063-T5
PRODUCT RP.NL W171)
Iacolnplyin(; ,ill, tha Florida --
oullai"l, cl,ll< 2- 05l (o CA,upt.m. No _
xpirog Dato . 17
Y
N
vo Q
W
f—
J
H
CL 06
LU
Z 0
w
Q I— cn
J
W
w
iE aQ N H
ao
C
I
0
LL
g0
0
Z
O
LL
ll 1,,t/
Z
6
y tit 0, \ .
t 11 lullAtA.
1 750-- -j
I
4.626
062-- -
4.000
i
I
J
3\
DOOR PANEL
TOP & BOTTOM RAIL
6063-T5
1.750 -j
4,726
4.100 .062 -
i
DOOR PANEL
31) SIDE RAIL
6063-T5
1.750 )
1
i
4.726
j 4.100 .062 - -
4.675
1- - --
I
DOOR PANEL
INTERIOR ASTRAGAL
6063-T5
1.500 I
I
3G55-
3.11i-
1 125
750LI550
1.400
050--1--
TRUSS CLAMP
34) FILLER HEAD ADAPTER
10' 6063-T5
6063-T6'
3.000 - -
i
1.272 i 1.479
050 -
1 FRAME HEAD
J 6063-T6
050 -
079 1.489
4#89 _
f- 3.000-
OUTSWING THRESHOLD
6063-T6
I
I
5.459
6.685
I
I
1
558
683 '
050
4
FIE
3/8" GLAZING BEAD
73) 6063-T5
3.100 - - - --I
SL HEADER
6063-T6
j
Ili 062-
14.726 --- _
1
4.675 '
i 4,1I00
i
I
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45) EXTERIOR ASTRAGAL
I 6063-T5
11
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525
683..
7 ;\ 7/16" GLAZING BEAD
11 J 6063-T5
1.479 uv-
075--
4.6116
r
3,100
61
SL SILL
6063-T6
1.480 I
fi
II
3.000 _
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1-----ILI
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6063-T6
1.578 -
890
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LJ 6063-T6
830 --
2.980
050 - - --
SL JAMB
661 ADAPTER
ll 6063-T6
050- 1.620
250 - I I--
37> WEATHER
STRIP CHANNEL
6063-T5
32) HINGE6063-T5
J_.I I----.172 '\
rr
050
683
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7-1) IG GLAZING BEAD6063-T5
tnzom CF RENEWED
ns cumpl wg wW thu Florida
f3uild^ng 12- 05
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i
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HEAD _ f—
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SILL ZONE'
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HEAD
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i I
i
w / `
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SILL —
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E" SILL
ZONE "
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TABLE 6., SHT. 9 HEAD
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HEAD HEAD
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D" ZONE "F" EI E„ Q
w /
iz
oiXXOOROXX \ 0 m
m SIL
SILL
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z
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7, SH_T. 9 E EXAMPLE
OF
ANCHORAGE FORA 71 3/4" x 83.3/4"'XX' DOOR, WITH 19"
x 83 3/4"SIDE LITES (SEE SOLUTION AT RIGHT)_ NOTES: 1.
APPROVED
ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 114" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR
QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMB1ALL): 13
114" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL
OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL
OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO
DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. PIiOD1JCT RF' '
w 'D to unmptymu "'
Ah Wa F! 0. du,
gCu&'2— r AcOeptmucN, E t
1 Dme r = MINIMUM
JAMB ANCHOR E LOCATION. Mi
Dojo
Product Co' ADDITIONAL JAMB
N ANCHOR LOCATION,
Y EQUALLY SPACED
AS r 0 REQUIREDPER
TABLES O 3-7
ON SHEET 9. O EXAMPLE ANCHORAGE
SOLUTION
FORA CONCRETE
OXXO INSTALLATION
A. 19"
x 83 3/4" SIDE LITES "B" AND E" ZONE
ANCHORS FROM TABLE 7.
SHEET 9. PLUS; B.
71
3/4" x 83 3/4" XX DOOR ZONE F" ANCHORS
FROM TABLE 4, SHEET 9,
EACH "F" ZONE. SEE ENCIRCLED
VALUES, SHEET 9 SOLUTION: TOTALS (
4)
TYPE 1 OR 2 ANCHORS EACH JAMB
AND 2+5+5+2 = (14) TYPE 1
OR 2 ANCHORS AT HEAD AND AT
SILL. ANCHOR LOCATION
FOR EXAMPLE ABOVE
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APPROVED ANCHOR TYPES:
1. 1/4" ELCO TAPCONS
2. 1/4" ELCO SS4 CRETE-FLEX
MASONRY ANCHORS
PRODUCTRFNEWED
a+wmpiyatg with the Florida
Dailding Code 5l b• A«crt3O10 NO, 2•-
12jt'ytDat
L) 7 3. #12 SCREWS (G5)
4. ENCIRCLED ANCHOR
QUANTITIES IN TABLES 4
AND 7 PERTAIN TO THE
EXAMPLE ANCHORAGE
SOLUTION ON SHEET 8.
Miao i Dadc Pruduct (bmnl
Q'
c
p
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TABLE 3. X DOORS %L\, TABLE 4. XX DOORS TABLE 5. O SIDE LITE TABLE 6. XO & OX /u\ J
TABLE 7. OXO, XXO, OXX
ALSO X DOOR OF XO & OX} OXXO /q>,
GLASS TYPES A, 0, C, D, 6 GLASSTYPES H, D, C, D. C GLASS TYPES H, B. C. D. E GLASS TYPES A. B, G D, E GLASS TYPES A, B, C, D, C ANCHOR
TYPE -"- SUBSTRATE2, 3, WOOD t,'l.. CONC ANCHOR NPE SUBSTRATE2, 3, WOOD 1,2. CONC ANCNOR '
TYPE - gSUBSTRATE2, 3, WOOD 7,2. CONC ANCHOR ttPE SUBSTRA.TE 2.3, WOUO 1,2. CUNC ANCHOR
TYPE-'- g
SUBSTRATE 2,3, WOOD 1,2. COtJC DOOR
WIDTHS LOAD ONES DOOR WIDTHS LOAD ONES WIDThiS LOAD ZOPJES DOOR WIDTHS LOAD ONES DOOR WIDTHS LOAD ONES X" .
25.50 j X}(" . 47.75 w 1 iw O" - 1 U.75 X" - 25.50 X" - 25.50 TO
37.50 I` TO 71.75 TO 36.75 TO 37.50 TO 37.50 W
W W L UJ iU I
4/.75 mQmJJJ= m
a
w m waQ ii w
m
wama
W
Ir3t-md ar- Q¢
i
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TO 71.75 SIDE
W
p a wSIDE
N
x CC
w
LITE
te r= LITE r WIDTH
Hi. yy z
X X x$ x x X WIDTH z FIT. X X Q X X x¢ X WIDTH x HT. O O O O VJIDTFI x H7. U O X x 0 0 x x WIDTH O X O O X 25.
50 x 7975 5 2 7 4 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 79J5 4 1 4 1 10.75 x 79.75 4 2 4 2 10.75 x 79.75 4 2 4 2 63.
75 63.75 83.75 4 24 554742383.7541 4 1 283.75 4 2287.755M745287.75 4 14 1 4 24 87.75 4 24 p91.7591.75 87.
75 91.
75 0 2
4
2 O 67.
75 91.
75 2
295.
75591.
75 5 4 7 4 2 3 4 1 4 1 4 2 4 24 95.
75 95.75 95.75 4 4
95.
75 p p
p
p
6
5 4 7 4 2 3 4( 1 4 1 4 2 2 4 2 4 2 27.
50 x 79.75 5 2 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 2 12.75 x 79.75 q 2 4 2 5
2 7 4 2 3 5 4 7 4 2 3 4 2 4 2 2 4 2 4 2 83.75 83.75 83.75 83.75 4 2 w 4 w 83,75 87.
75 87.75 87.75 87.75 m 4 m 87.75 Q Q 527A23547434242422424291.
75 91.75 91.75 91.75 H 4 H 91.75 4 2 82742554742
2
3 4 2 4 2 4 2 2 4 2 95.
75 8 2 7 4 2 5 95.75 6 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 4 LL
4 2
0 LL
95.
75 4 2 a 1ai
4
2 a 29.
5U x 79.75 5 2 8 4 2 3 55.%5 x 79.%5 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 2 19.00 x 79.75 4 3 4
2X WOOD 13/1" 1 3/4
BUCK, NOTE 2 ._ MIN E.D I MINED 2X WOOD
3.4 KSI MIN. CONC / - 3.4 KSI MIN. CONC. - BUCK, NOTE 2 i MIN E D
I WOOD BUCK, NOTE 2 -- -. - _.. -. PFtOrntcrRFlvEwcn
ix WOOD 1 3/8" TYPE 1 \ N1 3/8" TYPE 1 m cornplyh%,v ih yh. Fl ido
t
1 318 ` BUCK, NOTE 2 +` TYPE 2 - - 7 , + 1 3!4" TYPE 2 t3uud,rgCode OS. D13/4"
MIN-
1 > _ + .:.
c .1 3/8' MIN.
1/4" MAX. 1/4' MAX.
7
q SHIM --1/4"MAX. 1/4" MAX. SHIMA Mianu nadc Product Conlin
EXT- s SHIMWOOD
Efv s SHIM EXT.`
ANCHOR I I ._-. CONC. EXT. WOOD EXT. CONC.
TYPE
2 OR 3, ANCHOR, --- ANCHOR, ANCHOR [
NOTE
1 n__-
NOTE 1 NOTE 1 iTYPE
2 OR 3, U) a DOOR
HEAD WOOD 1 1/4" TYPE 1 OR 2 (CMU) -I f NOTE 1 'n/`` -/
WOOD)
DOOR HEAD (CONC), 3/8"TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (GONG) q a 1318" 1 3!4" TYPE 2 (GONG) --- - - - - - — - 1/
4" MAX. SHIM - i MIN. 1/41' SHIM -
MAX.
I - 1!
4" MAX. SHIM 1/4" MAX. SHIM 1
1/4" TYPE 1 OR 2 CMU) o
u
O 1
3/8" TYPE 1 (GONG) c o C z q f '
1 3!4" MIN. E.D.i"-= "1 3/8"MIN. 8 J
1 3/4" TYPE 2 (GONG) LL WOOD
13/4" h ANCHOR
tw "
i}
I
tl
UliltUtlit)t(>I---- CONC.' -- \ ANCHOR,
MIN.
E.D. J W
ONjCONCn' NOTE 1 l n ut4UnW iq ,.- STAGGERED /
I ANCHOR f - U OR CENTERS,.- ..
r' ON f ,•1 i I
WWOOD _ CONC u O TYPE { t
STAGGERED _ .) Iilklry(Itits.--, -- ( 3 1
KS1.5 IIMIN, CM 2
OR
3, CENTERS, - O ANCHOR, •: ,.'.-, . 1 3/4" MIN. E.D. W (n 1 3/
4" MIN. E.D. < TYPE O J
O
NOTE 1NOTE1 ; : 2 OR 3, :'i i Z
Q O 2X WOOD
EXT_ 1X WOOD BUCK, 1 5 KSI MIN. CMU OR 2X WOOD
EXT. NOTE 1 1 Q W Q I--• BUCK, NOTE
2 _ - NOTE 2 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 -- EXT. S I 1 p _ A Z DOOR JAMB (
WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) _ z WOODANCHOR TYPE
2 _ CONC. ANCHOR, Z W WOOD ANCHOR,
TYPE 2 OR 3 NOTE 1 _ OR 3,
NOTE 1 Jn NOTE 1 ; L GONG. ANCHOR,
NOTE 1 1 \ , _. _ _ BUCK, NOTE
2 EXT. v
a n q _ p N gU
LL EXT, EXT.
1/4"
MAX. 1/4"MAX. "AX1/4MAX. <Q SHIM SHIM S
I 11
3/8"
MIN. I' 1 3J8" TYPE
1 1 3!B"
MIN. -- — t N N
1
3/4"
TYPE 2 c»> ; L- • v p o c .• . TYPE 1
3
4 SI
MIN r ) 3/4
TYPE
2 0 1 3/
4"
3 4 K51 MIN. CONC. { K CONC. r
s '
N 2X WOOD BUCK,
NOTE 2 IN. E.D. 2X WOOD BUCK, NOTE 2 r. '1+3/4 , I d o 0 DOOR SILL (WOOD)
DOOR SILL (GONG) SIDE LITE SILL (
WOOD) MIN. E.D. oao SIDE LITE_
SILL (CONC) 02 Z NOTES: 1. FOR
CONCRETE
INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELGO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED
1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE 9 ,......., Z/6 12 SCREWS, G5 (
TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). e % 2. WOOD BUCKS
DEPICTED AS 1x ARE LESS THAN 1 1!2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS .•, - a DEPICTED AS 2x
ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE w j AUTHORITY HAVING JURISDICTION (
AHJ). - - zn Q0:Z=gig' 3. IF SILL
IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 15 NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) = v o N 4 _O s u za ' MUST FULLY
SUPPORTTHEENTIRELENGTHOFTHESILLTHATISNOTTIGHTTOTHESUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 304 FELT
PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. y ry .. • Ol•` rriffill,,
Certificate of Authorization No. 29824CREEK17520EdinburghDr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480 3421
EVALUATION REPORT
Manufacturer: W.R. GRACE & CO.
62 Whittemore Avenue
Cambridge, MA 02140
617)498-4303
www.graceconstruction.com
Manufacturing Plants: Bedford Park, IL
Evanston, IL
Mt. Pleasant, TN
Drummondville, Quebec
Quality Assurance: Benchmark Holdings, LLC (QUA9495)
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Sections: 1507.2.4, 1507.2.9.2, 1507.5.3, 1507.6.3
Properties: Physical properties
REFERENCES
2010 FLORIDA BUILDING CODE
Issued June 27, 2012
Entity Report No. Standard Year
Intertek Testing Services NA (TST1585) 3173292COQ-005B ASTM D 1970 2009'
Intertek Testing Services NA (TST1585) 3150841 COQ-003A ASTM D 1970 2001
PRI Construction Materials Technologies (TST5878) WRG-017-02-01 ASTM D 1970 2001
PRI Construction Materials Technologies (TST5878) WRG-018-02-01 ASTM D 1970 2001
PRI Construction Materials Technologies (TST5878) WRG-050-02-02 ASTM D 1970 2001
Standard has been found equivalent to 2001 publication year required by 2010 FBC
PRODUCT DESCRIPTION AND APPLICATION
GRACE BASIe Grace Basik® is a granular surfaced self -adhered roofing ASTM D 1970 underlayment for
use on steep slope roofs.
Deck Type:
Min. slope:
Attachment method
Min. application temperature:
Allowable roof coverings:
New and existing plywood deck or wood plank
2:12
Self -adhered with minimum 3.5" side laps and
minimum 6" end laps
40°F
Asphalt shingles, wood shakes and shingles, slate
shingles
WRG12001 FL298-113 Page 1 of 3
This evaluation report is provided for State of Florida product approval under Rule 9N-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Certificate of Authorization No. 29824E"OK 17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, L.L.0 (813) 480-3421
GRACE ICE & WATER Grace Ice & Water Shield® is a high density cross laminated polyethylene surfaced self -
SHIELD® adhered ASTM D 1970 underlayment for use on steep slope roofs.
Deck Type: New and existing plywood deck or wood plank
Min. slope: 2:12
Attachment method: Self -adhered with minimum 3.5" side laps and
minimum 6" end laps
Min. application temperature: 40°F
Allowable roof coverings: Asphalt shingles, wood shakes and shingles, slate
shingles, metal roof panels and shingles
GRACE ICE & WATER Grace Ice & Water ShieldJHT is a high density cross laminated polyethylene surfaced SHIELD®
HT self -adhered ASTM D 1970 Type II underlayment for use on steep slope roofs Deck
Type: New and existing plywood deck or wood plank Min.
slope: 2:12 Attachment
method: Self -adhered with minimum 3.5" side laps and minimum
6" end laps Min.
application temperature: 40°F Allowable
roof coverings: Asphalt shingles, wood shakes and shingles, slate shingles,
metal roof panels and shingles LIMITATIONS
1)
This evaluation report is not use in the HVHZ. 2)
Fire Classification is not within the scope of this evaluation. 3)
Wind uplift resistance in not within scope of this evaluation. 4)
GRACE underlayments shall be installed in strict compliance with this evaluation report and the manufacturer'
s published installation instructions. 5)
GRACE self -adhered roofing underlayments may only be applied on new and existing decks having no more than'/
8" gap at abutting joints. 6)
Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall
be checked for protrusion and corrected prior to underlayment application. 7)
GRACE underlayments may be used as described in other current FBC product approval documents. 8)
GRACE underlayments shall not be used with adhered tile roof coverings nor installed on existing roof coverings.
9)
GRACE underlayments may be exposed on the roof deck for a maximum duration of 30 days. 10)
All side laps seams must be installed to shed water from the deck. WRG12001
F1.298-113 Page 2 of 3 This
evaluation report is provided for State of Florida product approval under Rule 9N-3. The manufacturer shall notify CREEK Technical
Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This
evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically
addressed herein.
Certificate of Authorization No. 29824
U"REEK17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
COMPLIANCE STATEMENT
The products evaluated herein have demonstrated compliance with the 2010 Florida Building Code as evidenced in
the referenced documents submitted by the named manufacturer.
PAY ®R ®®p ,0ygr** VA 00-
NO 74021 :.
t• •gym
s
e •
o
9 STATE OF
O
CERTIFICATION OF INDEPENDENCE
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
WRG12001 FL298-113 Page 3 of 3
This evaluation report is provided for State of Florida product approval under Rule 9N-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Revision
Response to Comments
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Permit # Y6 Submittal Date
Project Address: / S J4 S-t 59 1 zvty . V !
Contact: 41,1.)
Ph: q(% Y& Fax:
Email: e rl 071-P C @ C FL- 61-. CQ.,
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
General description of revision:
ROUTING INFORMATION
Department Approvals
Utilities
Waste Water
Planning
Engineering
Fire Prevention
wilding //f )
Revision , T
Response to Comments
SEP 18 2013
i
Permit # /3 - Ij
Project Address: 9 D QA- 0c
F pox, e. Contact: uuk ,Ai Gam'
Ph:
I-f0—)^ q(,01'39
Email:
Trades encompassed in revision:
1 3 Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
I
Submittal Date
Fax:
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
General description of revision:
A-e
t' Li
ec - j-h/A-c,
ROUTING INFORMATION
Approvals
Planning__
Engineering
Fire Prevention
Er -'Building l p /-
v
a
W-M-1019
14-
O. .
Tiarrsa+ ENGINEERING G Roup, INC
March 051h, 2015
Property: 719 S. Oak Street
Sanford, FL
Re: Front covered entrance porch
Dear Building Official,
I, Michael Thompson of Thompson Engineering Group (PE47509), have constructed a
structural inspection on 03/05/15 of the as -built front covered entrance porch at the above
reference address.
It is my determination that the front cantilevered covered porch as constructed with fix framed
structural wing corbel as attached to exterior wall framing providing structural support to framed
box beam (1 x 8 on each face with infill 4 x 8) secured to both 4 feet long 45 degree corbel
corners with 9 feet clear cantilever span is structurally adequate and is in compliance with the
FBC 2010 and for this reason no additional columns are required and no further corrective action
is required of the contractor.
Should you have any questions, please feel free to contact me at 407-721-2292.
Thompson Engineering Group (TEG)
j 'r
MSc, PE
Engineer
5200 Vineland Road, Suite 250, Orlando, FL 32811. (P) 407-529-3306 (F) 407-529-3310
www.tegfl.com
BP200IO2 CITY OF SANFORD
Application Miscellaneous Information Inquiry
2/25/15
14:08:01
Application number: 13 00001721
Property . . . . : 719 OAK AVE
Code Freeform information Date
HIST 6.19.2013 HPB meeting: CofA approved 6/20/13
HIST for new door and window design. Will 6/20/13
HIST return at a later meeting for approval 6/20/13
HIST on columns and other details. 6/20/13
HIST On 8.21.2013 HPB approved location of 8/22/13
HIST doors and windows. 8/22/13
Press Enter to continue.
F3=Exit F12=Cancel
Display note at
Permit Insp C.0
h
J VG rG7
I 3
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Y
Y
Y
Y
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BP200IO2 CITY OF SANFORD
Application Miscellaneous Information Inquiry
2/25/15
14:08:23
Application number: 13 00001426
Property . . . . : 719 OAK AVE
Code Freeform information
HIST Approved to remove non -conforming porch
HIST enclosure and provide temporary
HIST bracing. Approved to repair fascia,
HIST soffit and siding - must be wood, keyed
HIST in, and match existing original in
HIST dimension, profile, texture and other
HIST visual qualities. Will appear before
HIST HPB June 2013 for exterior remodel
HIST application. Repair only approved at
H"IST this time.
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Display note at
Date Permit Insp C.O.
5/09/13
5/09/13
5/09/13
5/09/13
5/09/13
5/09/13
5/09/13
5/09/13
5/09/13
5/09/13
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BP200IO2 CITY OF SANFORD 2/25/15
Application Miscellaneous Information Inquiry 14:10:22
Application number: 14 00000891
Projoerty . . . . : 719 OAK AVE
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Code Freeform information Date Permit Insp C.O. flag
HIST On February 19, 2014 HPB approved the 2/20/14 Y
HIST request for the design of columns, 2/20/14 Y
HIST porch railing, and doors. 2/20/14 Y
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Revision City of Sanford
Response to Comments wilding & Fire Prevention Division
Ph:71407.688.5150_Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit 43 a 2-_ Submittal Date 3 2
Project Address: 2Z
Contact:
Ph: V4-7 `T J — 34) 2-2-- Fax:
Email:
Trades encompassed in revision: General description of revision:
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Plumbing
Electrical
Mechanical
Life Safety
Waste Water
ROUTING INFORMATION
Department Approvals
Utilities
Waste Water _
Planning _
Engineering _
Fire Prevention
Building 2 — .? f" l