HomeMy WebLinkAbout2103 Amelia Ave 3-639; ROOM ADDITIONSTi ,
i JAN Ij 2013
CITY OF SANFORD
BUILDING & FIRE PREVENTION
ERMIT APPLICATION
Application No: 1 ' 039 Documented Construction Value: ° rT`;
Job Address: : 1033 0 r, ,Qn (f ' i',,t'tb-` d - 31 Historic District: Yes ElNofl
Parcel ID:
Description of Work: (` Cfld
Plan Review Contact Person:
Phone: Fax:
Zoning:
E-mail:
Title:
Property Owner Information
r
Name t .` rY t Phone: 1-11 1 10
Street: m
pp
Resident of property?
City, State Zip: Cd
j
Name
Street:
City, State Zip:
Name:
Street:
City, St, Zip: _
Contractor Information
Phone:
Fax:
State License No.:
Architect/Engineer Information
Bonding Company:
Address:
Building Permit EA
Square Footage:
No. of Dwelling Units:
Electrical !a"
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type:
Flood Zone:
New Service - No f AMPS:
Mechanical (Duct layout required for new systems)
No. of Stories:
Plumbing
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm No. of heads:
V
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 laves regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical wort;;, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanL-s, and
O NEI A cM y-that all of the foregoing information is ac and_bafAl wor wr f—
be done in compliance with all applicable laws regulating construction and zoning.
WA ,NING 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 RECORDER 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.
1g,a4t..f Owner/Agent Date
A"&p `M . (),\I e,,
Print Ovqi/Agcnt's Name
k . I I
Sig66turc of Notary -State of Florida ate
JO ANN M. JOHNSON
MY COMMISSION t EE 159467
EXPIRES: March 23, 2016
oS Bonded Thru Notary Public Underwriters
Owner/Agent is V Personally Known to Me or
Produced. ID Type of ID _
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING: 3
Rev 11.08
CITY OF SAN3FORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application
Job Address: istc3 -'r'cYes 'oor'"a"u-- -- Parcel
ID: Zoning: Description
of Work: Plan
Review Contact Person: 'Title: Phone:
Fax: -mail: Property
Owner I Name
Street:
City,
State Zip: Name
Street:
City,
State Zip: Name:
Street:
City,
St, Zip: Bonding
Company: Address:
tractor
Arch
rtion
Phone:
Resident
of property? rmation
Phone:
Fax -
State
License No.: Information
Phone:
E-
mail: Mortgage
Len Address:
PERMIT
INFORMATION Building
Permit Square
Footage: onstruction No.
of Dwelling Units: one Electrical
New
Service - No. of AMPS: Mechanical .(
Duct layout required for new systems) Plumbing
New
Construction - No. of Fixtures: — Fire
Sprinkler/Alarm No. of heads:
NamSeINSTJ UMN,T P 3 PAREDY\`\
t ( ArtL..
Address V
AaN
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number: Parcel ID Number:
MARY(1iVWF: M NW, CLERK OF CIRCUIT CQURT
SEMINOLP COUNTY
PK 0'1958 lag 17871 (I pg )
CLERK'S # 20130143+60
Wi.111000) 01/30/?01:3 10l;30e:Q AM
RE1,11M)IN8 FF.V: 10.00
RE(Y1f(1)E 1) BY I- Woolley
3 lt? -19 - 3 b- 5 3q- o5w- dv 2 0
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the propertyandstreet address if available) GENERAL
DESCRIPTION OF IMPROVEMENT: OWNER
INFORMATION: Name:,_.
Address: °
1L7 C ySt to l bg Fee
Simple Title Holder (if other than owner) Name:_ Address:
CONTRACTOR:
Name:
11 rP1- Address:
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:
In
addition to himself, Owner Designates of 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 date is 1 year from date of recording unless a different
date is specified) CERTIFIED
COPY MARYANNE
MORS1 CLERK
OF CIRCUIT COUI SEMIIQ.
COUI` - F"' 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 have read the foregoing and that the facts stated in it are true to
the best of my knowledge and belief. n
Owner'
sSignature Owner's Printed Name Florida
Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State
of n County of 4 R The
foregoing instrument was acknowledged before me this day of /Yi (L T 20 by
d C l e b 1-0 f' I e H 6-e- G) Who is personally kngwn to Name
of person making statement OR
who has produced identification type of identification produced: w
4 GCit
r/Lc..P U <+ G V
Cr try
7gnaturt rDEPUTY
Am30
JAN If 2013
D CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: s 59 Documented Construction Value: $ r L)
Job Address: o '; CM r LaCq ,,i`t('--cl, ` j Historic District: Yes El No Iq
Parcel ID:
t
Zoning:
Description of Work: MIA., , 0,, \C A IC('Din Cla0: Z
X
J1 r.0 Yr-\ Plan
Review Contact Person: Title: Phone:
Fax: E-mail: Property
Owner Information Name
Phone:' — Street: .
t Y. -t' C'Resident of property? City,
State Zip: 17,1 )1 Contractor
Information Name
Phone: Street:
Fax: City,
State Zip: 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 EA Square
Footage: Construction Type: No.
of Dwelling Units: Flood Zone: Electrical
New
Service — No f AMPS: Mechanical (
Duct layout required for new st
systems)
A/
lam`^' - Q/
J
JNo.
of Stories: Plumbing
New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm No. of heads:
Application is hereby made to obtain a permit to do tale work and installations as indicated. 1 certify that no
worl,. or installation has connnenced prior to the lssuaicpolf a permit and tcla,t all work vil k be performed to meet
standards of all laws regulating constriction in this jurisdiction. I u. uderstm3d- 0,311t a separate Permit mast,
be secured for electrieal work, phambing, signs, wells, POOE, furnaces, boilers, heaters, tan-,s, and 0VVN`
ER'-SAFF1DAV1T i is acctirate aiud that ati work will - be
dome in com. pliance with all applicable lases regulating construction and zoning. WARNING
TO OWNER: YOUR iFA,.ILURE TO RECORD A NO1ICE, OF CONIMENCEIJIENT MAY PLESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST FEE RECORDED A.NND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEF'OP- RECORDING YOUR NOTICE OF COMMENCEMENT. ENT. 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 govemr-aerttal entities such as water managen3ent 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, Nve 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 perrrl.
it is released. Signatu
of Owner/Agent Date Signature of Contractor/Agent Date A" %
ov, Print
Ovqi /Agent's Name Print Contractor/Agent's Name Si ,.
cure of Notary -State of Florida ate Signature of Notary -State of Florida Date JO
ANN M. JOHNSON C'
L MY COMMISSION # EE 159467 EXPIRES:
March 23, 2016 Bonded
Thru Notary Public tlndenxriters Owner/
Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced
ID _ Type of ID _ Produced ID Type of ID AP
PROV."ALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING:
C01MMENTS:
FIRE:
BUILDING: Rev
1 1.08
PERMIT '0
Residential System Sizing Calculation
Surnmary
MYCHELLE DILLENBECK Project Title:
2103 AMELIA AVE QDB SWEET, INC
SANFORQj FL 32771-
CODE COMPLIANCE 12/21/2612
Location for weather data- Sanford, FL - Defaults- Latitude(28.78) Altitud.e(89 ft.) Temp Range(M)
Humidity: data: .. . Interior RH (50%) Outdoor wet bulb (7 F). Humidity difference0ft.)
Winter design temperature(MJ8 99%) 38 F Summer design temperature(MJ8 99%) 93 F
Winter setpoint 70 F Summer setpoint 75 F
Winter temp rature difference 32 F Summer temperature difference 18 F
Total heating load -calculation 5195 Btuh Total cooling.load calculation 8610 Btuh
Submitted heating Capacity of calc Btuh submitted cooling capacity % of talc Btuh
Total (Electric Heat Pump) 173.3 9000 Sensible (SHR = 0.75) 914:3 6750
Heat Pump + Auxiliary(O.OkW) 178.3 9000 Latent 154.7 2250
Total (Electric Heat Pump) 104.5 9000
WINTER CALCULATIONS
Winter Heating Load (for 579 sqft
Load componennest- Load
Window total 3.0 sqft 624 Btuh.
Wall total 3317 sqft 968 Btuh`
Door total 40 sqft 589: B.1uh
telling total 569 soft 6100 Btuh
Floor total 579 sqft 841 Btuh
Infiltration 45 cfm 1583 Stuh
Ductloss 0 Btuh
Subtotal 5195 Btuh
Ventilation 0 cfm 0 Btuh
TOTAL HEATLOSS5195 Btuh Load
component Window
total 30 Wall
total 337 Door
total 40 Ceiling
total 589 Floor
totql Infiltration
34: Internal
gain Duct
gain Sens.
Ventilation 0 Blower
Load Total:
sensible gain Latent
gain(ducts) Latent
gain(infiltration) Latent
gain(ventilation) Latent
gain(intemal/occupants/other) Total
latent gain 8th
Edition SUMMER
CALCULATIONS Load
1082
Btuh 734
Btuh 534
Btuh Btuh
471
Btuh 668
Btuh 2860
Btuh 0
Btuh 0
Btuh 0
Btuh 7155
Btuh 0
Btuh 1055
Btuh 0
Btuh . 400
Btuh 1455
Btuh 411tc
Fk'
0-3 s%) A,
EnergyGaugeO.
Systern Sizing PREPARED
BY: rinn n &r' 4 DATE:
I -r 4EnergyGaugeV
USRFZB v3 0
MANUAL S COMPLIANCE REPORT
As per required under'FBC 401.6.1
PROJECT INFORMATION
DDRESS. enkNAME:, M v do
Lf : FL, zip-.3 OR
I
I
I
ENTATION: N LA/ CITY:ST.. .... ------
LOCATION FOR WEATHER DATA:
HUMIDITY DATA: INTERIOR _S_?ZOUTDOORWB-a(' HUMIDITY DIFFERENCE: RH: L-5 C
COOLING EQUIPMENT
3, SUMMER DESIGN TEMPERATURE; q SUMMER SET POINT: 5
TOTAL COOLING LOAD CALCULATION:._BTUH
EQUIP.MENTTYPE: rq MFG. . . . . . ........ . ..
MODEL#: M611-4 0Cja F_ 19,MC , SEER:-_I_q_-- or EER-.
SENSIBLE CAPACITY. 'BTUH @ 759/a %.OF LOAD:
LATENT CAPACITY @ 25% %OF LOAD.
aa: TOTAL CAPACITY: --- BTUH @ lob% % OF LOAD: J_C
HEATING EQUIPMENT
WINTEkDISIGN TEMPERATURE:___)n WINTER 5 ETPO I NT:
5TOTLHEATINGLOADCALCULATION: BTUH
EQUIPMENT TYPE: M FG: G
MODEL-. 14 Oq
HEATPUMP:
Output Capacity Btuh: JQ 000 On 47F Output Capacity Btuh: @ 17F HSPF' 916
FURNACE MODEL #: Btu :
ELECTRIC STRIP HEAT: KW: BTUH CAPACITY:
ARI:
PREPARED BY: MARGARET SIMS.HERS ENERGY RATER# 1339 RESNET RTIN: 4557900
ENERGYCALCS..NET INC 386-775-0908
AHRI Certified Reference Number: 486.591.4: Date: 12/21/2012
Product- Variable Speed Mini -Split Heat Pump, with Remote Outdoor Unit Air -Source, Free Delivery
Outdoor Unit Model Number: MSH092E19MC
Indoor Unit Model Number: MSH092E19AX
Manufacturer- GOODMAN MANUFACTURING CO.,.LP.
Tradefflirand name: GOODMAN
Manufacturer responsible for the rating of this,system combination Is. GOODMAN MANUFACTURING. CO., LP.;
Rated as1ollows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioningand Air -Source
Heat . P
I
ump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third
party testing:
Cooling Capacity (Btuh): 9000
EER Rating. (Cooling): 14.00
SEER Rating (Cooling): 19.00
Heating Capacity(l3tuh) @ 47 F: 10000
Region IV HSPF Rating (Heating): 9.60
Heating Capacity(Stuh) @ 17 F: 5700
CERTIFIED RATINGS FOR VARIABLE -SPEED, MINI. AND MULTI -SPLIT SYSTEMS ARE VALID.FORALL COMBINATIONS OF INDOOR UNITS
BASE . D ON COMBINATION TYPES) WITH THE SPECIFIC OUTDOOR UNIT LISTED ABOVE AND IN THE AHRI DIRECTORY OF CERTIFIED
EQUIPMENT. VISIT WWWAHRIDIRECTORY.ORG TO VERIFY THAT THIS COMBINATION IS AN ACTIVE LISTING AND THE DATA LISTED ON
THIS CERTIFICATE IS ACCURATE. SEARCH ON THE AHRI REFERENCE # TO QUICKLY LOCATE THIS COMBINATION IN THE DIRECTORY,
Rafinas follomd by an asterisk (1) indicate a voluntary rerate of previousty pubtioad data, unless accompanied with a WAS, which indicates an involunmy relate.
AWW;oe;t;;t endors* the product(s) listed on this Cortificateind makes no repmsentstiOns.Warrantles or guarantees as to, and assumes no responsibility for,
the product(s) listed on . this Certificate. AHRI expressly disclaims liabilityailfordamagesofanykindarisingoutoftheuseorperformance.of the produi*;i), or the unauthorized
alteration of data listed on this certificate, certified ratings are valid only for models and tonfigurations listed In the directory at,,,vvew.ahridir ry, c, rq TERMS
AND CONDITIONS This
Certificate. and i . ts contents are proprietary products of AHRI. This Certificate shall only be.used for Individual, personal and confidential reference, purposes. The
contents of this Certificate may not, in whole or ire part, be reproduced; I
copied;
disseminated: entered into a computer database; or otherwise. utilized, in any form
or manI not
or
by any moans, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION
Tile information
for the cited on this certificate can be verified at Air- Con diflo nin 9,,He,0tjng, on emdickon '
Ve* Geffirate" link and enter the AHRI Certified Reference Number and the date on 12M Ina, and RefrigerotioA lnstilufO which the
certificate was issued; which It listed above, and the Certificate No., which is listed tWow, 02012 M.
Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.' 13=57666854389W
FORM 405-10.
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project:Name: DDB SWEET, INC Builder Name:
Street: 2103 AMELIA AVE Permit Office:
City, State,. Zip: SANFORD , FL , 32771- Permit Number:
Owner: MYCHELLE :DILLENBECK Jurisdiction:
Design Location: FL, Sanford
1. New construction or existing Addition 9. Wall Types'(407.3 sqft.) Insulation. Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13.0 407.33 ft2
b. N/A R= ft2
3. Number of units, if multiple family 1 c, NIA R= ftl
4. Number of Bedrooms(Bedrms In Addition) 1(0), d: N/A R=
10. Ceiling Types (689.0 sgft.) Insulation Area
5. Is this a worst se? No a. Under Attic (Vented) R=30.0 589.00 ft2
6. Conditioned floor area above grade (ft2) 579 b. NIA R= W
Conditioned. floor area, below grade,(ft2) 0
11
c,N/As
2R_
R: ft2
7. Windows(30.0 sgft.) Description Area
a. U-Factor Dbl, U=0.65 30.00-ft2
SHGC: SHGC=0 48
b. U-Factor:. N/A n= 12. Cooling systems k8tulhi Efficiency
SHGC;
a. Central Unit 9.0 SEER:13:00
c. U-Factor N/A ft2
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor N!A ft2 a. Electric Heat Pump 9.0 HSPF:9.00
SHGC;.
Area Weighted,,Average Overhang Depth: 1.333 it.
Area Weighted Average SHGC: 0.480 14. Hot water systems - None required
a, Cap: NIA
8. Floor Types (579.0 sgfk:) insulation Area EF 0.000
a: Crawlspace R=13.0 579.00 f:2 b. Conservation features
b. NIA R= ft2.
c. N/A R= ft2 15. Credits None
Total Proposed Modified Loads: 14.38
0:052 SGlasslFloorArea: Total Standard Reference loads: 20.60
1 hereby; certify, that the plans and specifications covered by Review of the plans and 4 r'1T
this calculation are in compliance with the Florida Energy
Code.
specifications covered by this
calculation indicates compliance
PREPARED BY _ _._.. Q _ G u,"Lu. - ..
with the Florida Energy Code.
Before construction is completed
C&
DATE: _..... --1. __ __. ....... this buildln wllFbe inspected for. g
compliance with Section 551908
rl. ,
I hereby certify that this building; as.designed is in compliance
Florida Statutes: i
with the Florida Energy.Code.
OWNER/AGENT:. . ____._:.: BUILDING OFFICIAL;
DATE: - - . ..... .......... ................___ _--- ....... ... DATE: ._.._._.. _ ._......_ _.... __...._.__..._
Compliance: requires certification by the air handier unit manufacturer: that the air handler enclosure qualifies as
certified factory -sealed in accordance with 403.2.2.1.1.
Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist
12J2112612 10:09 AM. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5
PROJECT
Title: D.DB.SWEET, INC Bedrooms: I Address Type: Street Address
Building Type: User Conditioned Area: 579 Lot #
OwniDr: MYCHELLE DILLENBECK Total Stories- I Blook/SubDivisiom
of Units: I Worst Case: No PlatBook:
Builder Name: Rotate Angle: 0 Street: 2103 AMELIA AVE
Permit Office: Cross Ventilation: County: SEMINOLE
Jurisdiction: Whole House Fen: City, State, Zip: SANFORD,
Family Type', Single-family FL, 32771.7.
New/Existing: Addition
Comment: CODE COMPLIANCE,
Number Name
11 . . .. .. . ..........
Area Volume: Kitchen Occupants Bedrooms Infil ID Finished Goofed Heated.
1Master Bedroom 579 4632 No 2 1 1 Yes Yes Yes FLOORS
Floor
type Space Exposed Perk/Vail Ins. R-Value Area Floor Joist R-Value Tile Wood Carpet lGrawlspace
MasterBedroom 510ft 1 579 ft7 13 0 0 1 Roof
Ghble. Roof: Solar SA tMitt EmItt Deck Pitch lJ #
Type Mat eri a I
Is
Area Area Color Absor. Tested Tested Insul. (deg) I
Hip Composition shingles 610 ft' 0 It, Medium 0.96 No 0,9 No 0 18.4 ATTIC
Type
Ventilation Vent:Ratio (1 in) Area RBS IRCC FullattIC
Vented 300 574 ft2 N N CEILING
Ceiling
I
ling
Type pace R-Value Area Framing Frac Truss. Type I
Under Attic (Vented) Master Bedroom 30 589 ft2 0:11, Wood 1
2Y2112012 1.0:09 AM EnergyGauge<9) USA - FlaRes201 0 Section 405.4.1 Compliant Software Page 2 of 5
WALLS
I Adjacent Cavity Width. Height Sheathing Framing Solar Below
Spate ....-RWalue Area _-..___R-Value Fraction Absor_Gi'ade%
1 NW" Exterior Frame '-Wood Master Bedro 13 22 11 8 183.3'It' 0 0.75 0
2 SW Exterior. Frame - Wood Master Bedro 13 14 8 112.0,ft2 0 0:75 0
3 NE Exterior Frame -:Wood Master Bedro 13 14 8 112.0 W 0 0.75 0
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 SW Insulated Master Bedro None 0.460000 6 6 8 40 ft2
WINDOWS
Orientation shown is the.entered, Pro ose4$ orientation.
Wall Overhang
Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Inf Shade Screening
1 NW 1 Vinyl Double (Clear) Yes 0.65 0.48 30.0 ft3 Oft 16 in 0 ft 6 in HERS 200E Exterior 5
INFILTRATION
Scope Method: St.A CFM'50 ELA EgLA ACH ACH,:60
1 Wholehouse: Best Guess 0.000500 759.36 41.688 MAW 0.3650 9.836S.
HEATING SYSTEM
System Tye -_ Subtype Efficiency Capacity, Block Ducts
OnvaliElectric.Heat Pump None HSPF: 9 9 kBtu/hr 1 Ductless
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
Irival iCentral Unit Split SEER: 13 9 kBtu/hr 270 cfm 0.75 1 Ductless SOLAR
HOT WATER SYSTEM FSEC
Collector Storage. Cert #
Company Name System Model.# Collector Model # Area Volume FEF fN
1212
J2012 10:00 AM EnergyGauge® USA-.RaRes2010;Section 405.4.1 Compliant Software Page 3 i f;5
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
CoolingJan Feb Mar Apr May- Jun XJul u X Se Oct Nov Dec
HeatinJan Feb X] Mai Apr Ma ri Jun Jul Aug rl::A
4 i SeP I Oct k Nov X Dec Ventin [
Jsn tFeb tlX Mar XIII A i Ma Jun Jul Au Se Xlll Oct X Nov oec Thermostat
Schedule: HERS 2006 Reference Hours'. Schedule
Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (
WO) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM
80 80 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 78 718 78 78' 78 78 78 Heating (
WD) AM 66 66 66 66 66 68' 68 68 68 68 68 68 PM
68 68 68 68 68 68 68 68 68 68 66 66 Heating (
WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM
68 68' 68_ 68 68 68 68 68 68 68 66: 66 MECHANICAL
VENTILATION Type -- _,
Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None
0 0 _ _ 0 1 - Electric Heat.Pump. 0% 1 - Central Unit I2/
21W12 10:09 AM EnergyGaugeO USA - FlaRes201.0 Section 405.4.1 Compliant; Software Page 4 of 5.
FORM 405-1t)
Florida Cade Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 2103 AMELIA AVE PERMIT #:
SANFORD, FL, 32771-
MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details.
COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK
Air leakage 402.4 To be caulked,, gasketed, weatherstripped or otherwise sealed.
Recessed' lighting IC -rated as meeting.ASTM E 283. Windows and
doors = 0.30 cfm/sq.ft. Testing or visual inspection required. 'Fireplaces
gasketed doors & outdoor combustion air. Must complete envelope
leakage report or visually verify Table 402.4.2.
Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and
controls cooling system. Where forced -air furnace is primary.system,
programmable thermostat is required. Heat pumps with supplemental ;»
electric heat must.prevent supplemental heat when compressor can
meet the load
Ducts 4012.2 E All ducts; air handlers; filter boxes and building cavities which form the
primary air containment passageways for air distribution systems shall
be considered ducts or plenum chambers, shall be constructed and
sealed in accordance with Section 503.2.7.2 of this code.
403,31 Building framing cavities shall not be used as; supply ducts. i
Water heaters 4034 Heat trap required for vertical pipe risers Comply with efficiencies in
j Table 403.4.3.2. Provide switch or clearly marked circuit breaker
E (electric) or shutoff (gas.). Circulating system pipes insulated to = R-2
accessible manual OFF switch.
Mechanical 403.5 i Homes designed to operate at positive pressure or with mechanical
ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level
i No make-up air from attics, crawlspaces, garages or outdoors adjacent,
E to pools or spas.
Swimming Pools 403.9 Pool pumps and pool pump motors with -a total horsepower (HP) of - 1
a Spas HP shall have the capability of operating at two or more speeds. Spas
and heated pools must have vapor -retardant covers or a liquid cover or
other means proven to reduce heat loss except if 70% of heat from
site -recovered energy. fJffltimer switch required. Gas heaters minimum
thermal efficiency=78%',(82%after 4/16/13). Beat pump pool heaters
I Minimum CO.P= 4.0.
Cooling/heating 4036 Sizing calculation performed & attached Minimum efficiencies per
Tables 503.2.3. Equipment efficiency verification > required. Special.
equipment occasion cooling or heating capacity requires separate system or
variable capacity system. Electric heat >1 OkW must be divided into two
or more stages.
Ceilings/knee walls i 405.2.1 1 R-19 space permitting;
12/21/2012 10:09 AM EnergyGaugeO USA - FlaRes2010 Section405.4.1 compliant Software Page.l5 of 5,.
1. New. construction or existing Addition 9. Wall Types Insulation Area
2. Single family or multiple family, Single-familya. Frame - Wood', Exterior R=13:0 407.33 ft
b. NIA R= ft2
3, Number of units, if multiple family 1 c. NIA R= ft2
4. Number of Bedrooms 1(0) d. NIA R= ft2
10. Ceiling Types Insulation Area
6—Is this a worst :case? No a. Under Attic (vented) R=3010 589.0G.f'
61 Conditioned floor area (ft2 579 b. N/A R= ft2
c. N/A R= W
7. Windows" Description Area
11. Ducts R ft2
a. U=Factor; Dbl, U=0.65 30 00 ft=
SHGC: SHGC=0.48
b. U-Factor: N/A ft2
SHGC: 12. Cooling systems kBtu/hr Efficiency
o. U-Factor: N/A ft= a.. Central Unit 9:0 SEER13.00
SHGC:
d. U-Factor: NIA ft2
13. Heating systems kStu/hr Efficiency
SHGC: a. Electric Heat Pump l 9.0 HSPF;9,00
Area Weighted Average Overhang Depth;, 1,333 ft;
Area Weighted Average SHGC: 0A80.
8. Floor Types Insulation Area 14. Hot water systems- None required Cap: N/A
a. Crawlspace R=13.0 579.00 ft2 a.
EF:
b. N/A R= ft'
b. Conservation features
c. N/A R= ft2
15, Credits None
I certify that this home has complied with the Florida Energy Efficiency Code for Building:
Construction through the above.energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a. new EPL Display Card will be completed
based on installed Code compliant features.
Builder; Signature: Date:
Address of New Home: City/FL Zip:
Note: This is not a'Building Energy Rating. If your Index is below'70, your home may qualify for energy efficient.
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321')
638-1492 or seethe EnergyGauge web site st>energygauge;com for information and a fist of certified Raters. ;For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff..
Label required by Section 3011.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
EnergyGauge® USA - FlaRes2010'Section 405.4.1'Compliant Software
Florida Building Code Online ® IT a32 page
1 of 4 A
aCIS Home I I•og,In I User Registration HOToplCS I Subnut Sumhatge Scats & Fads I Publicatlans I•Fac Starr I• eC[5 sRe Map I Unks I Search I Product
Approval.TO .
USER: PubIIC User OFECE ` Product
AnoravalMeru > Prod, irt or Aori Ust >.Application Detail I FL F18228-
112 Application Type Revision
Code Versloh 2007
t Application Status
Approved Comments Archived 131
Product
Manufacturer Masonite
International Address/Phone/Email
one North bale Mabry Suite 950 Tampa,
FL 33609
615) 441-4258
sschfrJber@masonite.com Authorized
Signature Steve
Schrelber sschrelber@masonite.com ' L
Techrdcal•Representative
Address/
Phone/Email
Quallty Assurance Representative
Address/Phone/Emall
Category Exterior Doors
Subcategbry Swinging Exterior
Door Assemblies Compliance Method Cerdfication
Mark or Listing Certification Agency National
Accreditation & Management Institute, Validated By Referenced
Standard and
Year (of Standard) Standard Year ASTM E1300 1998
ASTM E1300 2002
ASTM E1886 2002
ASTM E1996 2002
ASTR E330 2002
TAS 202 1994
Equivalence of Product
Standards Certlfied By Product
Approval Method
Methoda Option A http://www.floridAbuilding.
org/pr/pr'app dtl.aspx?param=wGEVXQwtDauftCwaWtD3T....
SIDE -HINGED FIBERGLASS DOOR UNff
81d71DOUBL. DOOR Wli7'1tIiVIiHOU7smarms .
GEWERAL NOTES
7 EVALUATED FOR USE IN LOCATIONS ADHERINC TO
THE FLOMOA BUILDING CODE AND WHERE PRESSURE
REQUIRENIDM AS DETIOUMIB1 BY A -7. MINIMUM!
DESIGN LOAM FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGH'PRESURES LISTED.
2.
HURRICANE PROTTVE SYSTEM (SHUnVS IS HURRICANE
ONE ( Z), REQUIRED
EC3
WHEN G RRWw EXCLUDINGTHEKGHVELAC11.URItEZONE(HVM), ' HURRICANE
PROTECTIVE SYSTEM IS NOT -REQUIRED ON GPAQUE PANELS
OR PANELS WITH RIPACT GLASS. BUT IS REQUIRED ON
PANELS WITH NON —IMPACT GLASS. 4.
POLYURELHANE CORE FLAME SPREAD INDEX OF 50 AND
SMOKE DEVELOPED INDEX OF 60 PER AST! E84. POLYSTYRENE
CARE FLAME SPREAD INDEX OF 15 AND
SMOKE OEVELOPED INDEX OF 115 PER AMU E&L 5.
PLASTICS TESTING OF .FIBERGLASS FACING- rcar
nc pic n PwLre ecer , SELF
IGNMON TEMP 1ST! 18 9 863 •F > 650 •F RATE
OF OUR NING AST! D835 0.79• UV SMOKE
DENSITY ASTTA D2W R8.9;z TENSILE
SIRENGIH' ASTM D638 73 qFF 6.
PLASTCS TESTING OF UIE FRAME MATERIAL• 1 ' TEST
bE5CRTPTTGN DESIGNARON RESULT SF1F
IGNITION TEMP AST! 01929 8N0 "'F > 850 'F RAJEOF
BURNING ASTM D8351.70 W MUN SMOKE DENSITY
ASTM D2M 0.6% TOOLE STRENGTFIt
AST! D836 -7.48T OFF COMPARATIVE TENSILE
STRENGTH AFTER WEATHERING 4500 HOURS
XENON ARC METHOO 1 SINGLE DOORyNlf
Li DOUBLE DOOR
Lw
STMGiF DOOR VW TALE OF CONTENTS
sHEEr DESCRIPTION I
Ana GEN
NOTES Alogglo T10 DLS3ANCHORINGLOCATIONS .
k DETAILS 149' NAIL OVSau.
FAW ISM N 21' MAX 36.
373' MAX. WIDTH MAr-ALj
FRAMEMAXD.LO.
W --{ 37.5'FRAME
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sn
dis"dm,*.RA!!t ASTRAGAL RETAINER 80LT HOLE rA
rA
110 x 2". ca sntic a q°o MU$T BE DRILLED THROUGH
F ie dde THE THRESHOLD & INTO THE
J8 X. 2-1/2" o RETAIL ASTRAGAL STRUCTURE DEEP- ENOUGH
JF10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375". THROW
110 x 1-3/4" STRIKE PLATE TO FRAME
J8 x .2--1/2" #10 x 2" AS SHOWN. DETAIL "F" ASTRAGAL
D • 110 x 3/4" alsa ,usvME01 —/—
OMM
raw
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1giaa.
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DETAIL "C" '
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0982i Las" 1,Dar OR MAL1.37roas on
CPAYM NO -
INSWING IHRESHOLD OUTSWING THRESHOLD HIGH DAM QLTHRESHOLD TYPICA NG DETAIL TYPICAL GLAZ; G -DETAIL Doti—ua ttarst—m IMPACT
RATED CLASS biQN—IMPACT GLASS 2 of 3 •
MVEL
SEE DED
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as
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SEE DE
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wa0
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ATTACHMENT DETAI
1. ANCHOR ANALYSIS POR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY HAROLD E. RUPP, PE
FLORIDA #15935) WITH THE LOWEST (LEAST) RDWARSCEIEDULF
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED USE. JAMB, HEAD, AND 1: KWlKSEF MAXIMUM SECURTIY SERIES GRADE 2
THRESHOLD FASTENERRSS ANALYZED FOR THIS UNIT' INCLUDE
WOOD
CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED
AT 10-1 f2"CENTERLINE10SCREWSOR. 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM 'SPACE R ta. KWIKSETATEACHANCHOR
LOCATION. D
s
MAXIMUM SECUR17Y SERIES GRADE, 2
CYLINDRICAL'AND DEADLOCK HARDWARE TO BE INSTALLED
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL
AT 5-1/2" CENTERLINE MINIMUM WITH 8"•GRADE 1
ANSJAHMA A156.16) SURFACE BOLTS INSTALLED
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT ON QN LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOPOF -1--1/2" MINIMUM EMBEDMENT_ THE TAPCON MUST -ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
I JAND (1) AT 80TT•OM.
2. 4" X 4" FULL MORTISE BUTT HINGES.
3. WOOD BUCKS BY -OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS ,TO STRUCTURE.
ANCHOR INSTALLATION
4-9/15" MIN JAMB
pmp
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 MS.
d SWS
aoc m:
SIDE -HINGED FIBERGLASS DOOR UNIT
8''0• GLAZED DO{79c ODOR wrmi WITHOUT SIDELITES
GENERAL lJp7t5 .
1. EVALUATED I;OR USE IN LOCATIONS ADHMNG TO
THE FLONOA BURNING'CODE AND NHERE PRESSURE
MLIU ETLFI 1$ AS OEIERMINED BY ASCE 7. MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
DOES NOT EXCEED THE DEIGN PRESAIRES LISTED.
2 WHEN INSTALLED IN THE HIGH VELO= HURRCANE ZONE (hMiZ).
HURRICANE PROTECTIVE SYSTEM (SHUifERS) IN REQUIRED.
3 WHEN INSIRLED IN THE WIND -•BORNE OM;US REGION,
EXCLUOtNG THE I'= VELOCRY HURRCANE XONE (hMiZy,
HURRICANE PROTECTIVE SYSTEM IN NOT REOli1RED.ON
PANELS WITH IMPACT GLASS. EIIT IS REQUIRED ON PANELS
WITH NON--6IPACT GLASS, -
4PGI.YURETNANE CORE FIALIE SPREAD INDEX OF 50
AND SMOKE pEVEL01iED RIQDC OF 60 PER ASTU E34
POLYSTYRENE CORE FT.AME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF 118' PER ASTM E S&
5, PLAS1= TEST NG OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT
SISF X ImON TEMP ASTM D1929 803 'i > 650 'F
RATE OF BURNING AST.t 0675 . 0.79 IN IN
SMOKE -DENSITY r AMU M43
TE]ISILE•STREIIGTHI • AnK D638 - az flfFF
6. PLtSpCS TESTING OF LIT.E ERNE UATERUL
TESL DESCMPMN DESIGNATION RESULT
SELF IGNRON TEMP ASTM DIM 8B0 'F >
RATE OF BURNING ASiLt D635 1.f0 IN 8J
SMOKE D EISf[Y ASTM D2B43 69.67.
TENSILE STR&IGTH• ASTN D638 -7.48z 0WF
COMPARATIVE TENSILE STRENIM AFTER WEATHMUNG .
4500 HOURS XENON ARC ME(HOD 1 Doo
INGL£ DOOR UNIT DOLIBIF DOOR UNIT SINGIF DODA Lww S1Nf DOO tutt SIN19LE DOOR UtVfr W/SFMj=
Wmt spy Hmf MEL
SHEET' O DESCRIPTION
1 TYPICAL_ET.kYATIONS & GENERAL N07ES
2 ORWC LOCATIONS &
13 IANCHOR)NG LOCATIONS &
DETAILS
21' A/AC
D.LO.
169-.ua DYFRuL nwlw wmRt
36.375" MAX
PANEL WIDTH FRAME MAXW/ASTRAGALWWH
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F J8 x 2--1/2"
ASTRAGAL RETAINER BOLT HOLE 2
10 x 2" MUST BE DRILiFD THROUGH.
THE THRESHOLD & INTO..THEm-8 x 2-1/2" DET r srnar,At_
STRUCTURE DEEP ENOUGH10x5/8" AITACH•ASTRAGAL RkTNNER 80LT POR A 1RE THROW ,
8 x 2-1/2" 110 x 2"
10 x 1-3/4"STRIKE
ASS OWN.
FlZ4ME
DETAIL "F" AS 3gGr11
110 x• 3/4" 0.124• ANWAL0
me—,
DECOPAM want
110 x 5/8 aoro• sway . (Www
DEiAIL "C" aszs, rNyeAtEo- mz4 V. )
a x i
DETAIL
AdderdiabktW
0.962"1
Cef anNa 4a "" -t'Y — 115107
1 375'
su we
OR
r {+c, spa • N T.S.
T ? T
OR Equu OR sx,w1 u / =
aw em
WI
OR EQUAL
iINSNGTHRESHOLDOUTSWINGTHRESHOLDIYPKALGLAZINGDETAILKCALGL.A7IN . nFTAIL osc-ux..rufa3-w
IMPACT RA ASS •NON—iMPACT_G[ASS , 3
See DEr L
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8
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ATTACHMENT DETAIL _ -
1 ANCHOR ANAtYStS FOR LOADING CONDITIONS PREPARED
SIGNED AND SEALED BY HARM E. RUPP, PE,
FLORIDA #15935) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
0 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL s.so•
SHIM MUST BI± PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATIQN.O"et
CL2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES CODE FROM
ANSI/AF&PA NOA FOR- SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
TYPICAL
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATI01
TRANSFER LOADS TO STRUCTURE. 4-9/16- MIN JAMB
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHOR$ 171. LBS.
HARDWARE SCHEUL&4
1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2
CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED
AT 10-1/2" CENTERLINE.
lb. KWIKSET MAXIMUM SECURITY SERIES GRADE 2
CYLINDRICAL AND DEADLOCK HARDWARE TO BE- INSTALLED
AT 5-1/2"' CENTERUNE MINIMUM WITH 8" GRADE 1
ANLED
ON SLATCCSIDE OF ACiNE DOOR PANEL IHA156.16) 6SURFACEBOLTS N—J (1) AT TOP AND (1)
AT BOTTOM. • 2. 4"
X 4" FULL. MORTISE BUTT HINGES. wm, ex
y, AdlmbtfAi9 ax
ar,
CaFfic onNa
t3 9oa aR mrw W. saw 3
of
SIDE-HINGEQ FIBERGLASS DOOR UNIT
8'=O'13LAZED DOOBLkDooR wrrKiVGITHOUTSIDELUES
i was, uorEs ' .
1. EV&UM FOR USE IN LOCATIONS ADHERING TO
THE FLORIOA BUILDING CODE AND WHERE PRESSURE.
REQUIRE10ilt AS OUMWNED BY ASCE 7, WNINUM-
DESIGN LOADS FOR BUILDING$ AND •OTHER STRUCTURES, DOta NOT EXCEED THE DZ N PRESSURES LISTED_
2. WHEN INSTALLED 1N .THE HIGH VELOCITY ILURRMANE ZONE (HYHZ),
HURRfClWE PROTECIVE SYS7EM (SHUTFt]is) IS RFAUIRED.
3 WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGK"
EXCLUDING THE HIGH VELOCITY HURRICANE XONE ("z).
HURRICANE PROTECTIVE SYSM IS NOT REOUIRED ON
PANELS WTM IhIPACT GLAss, BUT IS REOIIIRED ON PANELSWITHNOImAGlA5S.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF so PER As1M E54
POLXS7TRENl; CORE FLAME SPREAD INDEX OF 15
AND SMOKE DEVEE-OPED INDEX OF 715 PER AMU E54._
5. PLASTIf:s TESTING OF FIBERGLASS FACING:
tt+er mm eienn..
SELF 1G,YTION TEMP ASiM D7929 E03 'F > 650 'F
RATE OF BURNING ASTM 0835 0.79 IN M
SMOKE 7k?1STTY ASTM tY2B43 4$C
TENSHI.E STRENGTH• • AST.t, f1638 f11FF'
e. PLASTICS .TESnI4 OF UM nt4M UAT13HAL-
TEST DESC PION DESIGNATION RESULT
V
ITION 7pLP DI On L80 -F > 630 7
BURNMG PSitA 0835 1.10 M IN
ENSITY ASTM D2843 89.6% STRENGTH+
ASTM 003 1 7.489TIFF COMPARATNH TEN58E
STRENGTH AFTER WE4n4MNG 45DD HOURS
MM ARC NETH00 1 . Li L-
4 S7NC-f
E DOOR LfN(r DOVM-F DOOR UMM SINGIF R t1N_(>- TABLE OF
CONTENTS SH[FC
DESCRR TION 1 TYPI
ATIONS NO 2 ANCHOR
C L dt D 3 MACH
ON5 & DETAILS MW AW
OVERALL i1iA1 TYiOM 21' MAX
3$37$" UU. ALA. WIC
FEWE WIDTH w Q
ci 1NLS>
Fxc
DooR uNTF wisTnEsns e ,6af;dlmbil u! HkNa N^
f Cyac,9b r• 1
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8 x 2-112"
ASTRAGAL RENNER BOLT HOLEr'
THROUGH10x2" U7 'N DRILLED
k 114TO
AIL ASTRAGAL rTHE THRESHOLD THE
8 x 2-1/2* DET STRUCTUREr
SHOL '
ENOUGHjT
10 x 5/8' -ASTRAGAL RETAINER OR 1
RE DEEP 4
ATTACH 6OLT .375. TH80W
8 x 2-1/2" #
10 x.1-314—
AS
STRIKE PLAOWN.
TE
TO FRAME DETAIL `
F- ASTRAGAL 10x2- S 110
x 314' o¢oaxmzwgnr A w10
x 5/8 omw SQU 110 Ww-4 4Lin
x
1 -1/1- PHU DETAIL 1/5
N-1
Qa(oq 0.96rjb"L
wt mwan OR OR
saft DVI I
Oil T
T
EXTMR V INSWING THRESHOLD
OUTSWING THRESHOLD TYPICAL GLAZING OF —FAIL TYPICAL GLAZING IMPACT RAM
W.&U NON -IMPACT' 2 or
SEE DETAIL
DETAIL
SHT. 2
SEE C
C' SI
F- sxr. z
ATTACHMENT DETAIL .
ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED. AND SEALED BY HAROLD E. RUPP, PE
FL99A #15935) WITH THE LOWEST(LEASij -
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
I10 WOOD SCREWS OR 3/16- TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN
LOCATION.. selu
2. THE W000 SCREW SINGLE SHEAR DESIGN VALUES COME FROM Ca
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1--1/2" MINIMUM EMBEDMENT. THE TARPON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4'.
TYPICAL
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION
TRANSFER LOADS TO STRUCTURE. 4-9/16" MIN JAMB
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
t t 1
To
L1 I
3.
B 8
i iI I rt i
e
m
v"MR 0" a
1. JKWIKSET MAXIMUM SECURITY SERIES GRADE 2
CYLINDRICAL AND DEADLOCK HARDWARE TO .BE INSTALLED
AT 10.-1 /2" 'CENTERLINE.
11a. KWIKSE3' MAXIMUM SECURITY SERIES GRADE 2
CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE MINIMUM WITH $" GRADE 1
ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED
ON LATCH SIDE OF ACTIVE DOOR PANEL - (1) AT TOP
AND (1) AT BOTTOM.
2. 4" X 4" FULL MORTISE BUTT HINGES.
aw. er: Si'S
MdeMmmkAk4
ak at
C li_t 6 4a am*= "&,
fbti'— a
vwc-aH-vtmaa.
sir 3 of.
Florida.Building Code Online Page 2 of 4
Date Submitted
i
02/1412008 Date Validated 02/14/
2OD8 Date Pending FBC Approval
02/15/2008 Date Approved 03/18/
2008 summary of Products FL #
IlModel, Number or
Name Description 8228.1 Flbe lass
Side-Hln ed Dbor Unit 6'-8" O a ue I 5 and 0/S Single Door Limits of Use Certification
Agency Certificate . Approved for use in.
HVHZ: Yes FL8228 R2 C CAC NI00690d.odf Approved for use outside
HVHZ: Yes Quality Assurance Contract Expiration Date ' Impact Resistant: Yes Design
Pressure: +85.0/-
85.0 Installation Instructions , Other: Evaluated for use
In locations adhering to the' FL8228 RZ II Anchor Detail68 OQaaue.odf Florida Building Code Including
the High Velocity Verified By: National Accreditation & Management, Hurricane Zone, and where
pressure requirements as Institute, determined by ASCE 7,
does 'not exceed the design Created by Independent Third Party: pressures listed. X-0"
x 6'-8" max nominal size. Evaluation Reports - Hurricane protective system required
Ih HVHZ; but not Created by Independent Third Party: required In the Wind
Bome Debris Reglon. "See DWG -MA- FLO160-07 for additional
Information. 822$•2 Fiber lass
Side-Hln ed Door Unit 0" O a ue I/S and O S Sin le Door Limits of Use Certification
Agency Certificate Approved for use in
HVHZ: Yes FL8220 R2 C CAC NI006900.odf Approved for'use outside
HVHZ: Yes Quallty Assurance Contract Expiration Date Impact Resistant: Yeg Design
Pressure: +70.0/-
70.0 Installation Instructions Other: Evaluated for use
in locations adhering to the FL8228 R2 II Anchor Details 80 Oaaaue.odf Florida Building Code Including
the High Velocity • Verined-By: National Accreditation & Management. Hurricane Zone, and where
pressure requirements as Institute, determined by ASCE 7,
does not exceed the design Created by Independent Third Party: pressures listed. 3'-0"
x 8'-0' max nominal size. Evaluation Reports Hurricane protective system required
In HVHZ, bdt not Created by Independent Third Party: required In the Wind
Borne Debris Region. See DWG-MA7 FLO161-07 for additional
Information. 8228.3 1berglass 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 R2 C CACC NI006900.odf Approved for use outside
HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. Yes Design
Pressure: +50.5/-
50.5 lXnstallatlon Instructions Other: Evaluated for use
1n locations adhering to the I FLg228 R2 II Anchor Detail 68 0oague.ndf Florida Building Code Including
the High Veloclty . Verified By: National Accreditation & Management Hurr cane. Zone, and
where pressure requirements as Institute; determined by ASCE 7,.
does not exceed the design Created by Independent Third Party: pressures listed. IZ-0"
x 6-8" max nominal size. Evaluation Reports Hurricane protective system required
In HVHZ, but not ' Created by Independent Third Party: required In the Wind
Borne Debris Region. -See DWG-MA- FLO160-07 for additional
Information. 8228.4 Fiberglass Side -
Hinged Door Unit 6'-8" Opaque Outswing Single or Double Door w/ or w/o Sidelites Limits of Use
Certification
Agency Certificate Approved for use In
HVHZ: Yes FL0228 RZ C CAC NI006900.odf Approved for use outside
HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design
Pressure: +55.0/-
50.5 Installation Instructions Other: •Evaluated for use
in locations adhering to the FL8228 R2 II Anchor Detail 68 Ooaaue.odf Florida Building Code including.
the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where
pressure requirements as Institute, determined by ASCE 7,'
does not exceed the design Created by Independent Third Party: . pressures listed. 12'-0"
x 6'-8" max nominal size. lEvaluation Reports Hurricane protective system required
In HVHZ, but not Created by Independent Third Party: required In the Wind
Borne Debris Region. See DWG-MA- FLO160-07 for additonal
informatlon. 8228.5 Fiberglass Side -
Hinged Door Unit 8'-D" Opaque Inswing Single or Double Door w/ or w/o- Sldelites Limits of Use
Certification
Agency Certificate•_ Approved for use in
HVHZ: Yes FL8228 R2 9; SAC' NI006900,odP Approved for use outside
HVHZ: Yes Quality Assurance Contract Expiration Date httn://www.iloridabuUdirig.oriJnr/
nr ann dtl.a5nx?naram vCTFVX('D fflmiftCwalV[Ptn3T ' /i R!(11 fl
Florida Byilding Code Online Page 3 0£4
Impact Resistant: Yes'
Design Pressure: +50.5/-50.5
Other: Evaluated for use in locations adhering to the
lorlda Building Code including the High Velocity
Hurricane Zone, and where pressure requirements as
ietermined by ASCE 7, does not exceed the design
pressures listed. 121-0" x 8'-0" max nbminal size.
turricane protective system required In HVHZ, but not
required In the Wind Borne Debris Region. See DWG -MA-
L0161-07 for additional information.
Side -Hinged Door Unit
Imits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-SO.5
others Evaluated for use in locations adhering to the
lorlda Building Code Including the nigh Velocity -
iurricane Zone, and where pressure requirements as
ietermined by ASCE 7, does not exceed dhe design
2ressures listed.12'-0" x 8'-0" max nominal size.
Hurricane protective system required In HVHZ, but not
required in the Wind Borne Debris Region. See DWG-KA-
Door Unit
tmits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +5Z.0/-52.0
Other Evaluated for use In locations adhering to the
Florida Building Code Including the High Velocity
Hurricane Zone, acid where pressure requirements as
determined by ASCE 7, does not exceed the design
pressures listed. x 6'-8" max nominal size.
Hurricane protective system required In HVHZ, but not
required in the Wind Borne Debris Region. See DWG -MA -
unit
nstallation Instructions
Verified By: National Accreditation & tanagement
nstitute,
Created by Independent Third Party' :
valuation Reports
Created by Independent Third Party:
8'-0" opaque Outswing Single or Double Door w/ or w/o
f
61
e
nstallation Instructions
Fi Raag R2 II Anchor DetaHG 80 Ooague.odr
Verified .By: national Accreditation & Managem_ ent
Institute,
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: ,?•°`,
ertificatton Agency Certificate
n228 R2 C CAC NT006900.Ddr
Quality Assurance Contract Expiration Dat
imits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-55.0
Otbers 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 designpressureslisted. 12'-0". x 6'-8" Max nominal size.
Hurricane protective system required In HVHZ, but riot
reoulred In the Wind Bome Debris Region. See DWG -MA -
Door unit
i -B" Glazed Inswing Singie or Double Door w/ or w/o
ildelltes
ertification Agency Certificate
0228 na C CAC NI006900.ndf
Zuality Assurance Contract Ex •iration DateP
Installation Instructions
Detail 66 Glaz_ed.odf
r.'..
F• I Ma R2 I Anchor
Verified By: National Accreditation & Management
Institute,
Created by Independent Third Party.
Evaluation Reports
Created by Independent Third Party:
6'-8" Glazed Outswing Single or Do=Door/o
Sldeiltes
Certification Agency Certificate
FI872li RZ C GAG 06NI0M1219 V.; quality
Assurance Contract. Expiration Date Installation
Instructions iniits
of Use Approved
for use In HVHZ: Yes Approved
for use outside HVHZ: Yes Impact
Resistant: Yes Design
Pressure: '+40.0/-45.0 Other.
Evaluated for use In Ibcatlons 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 required In HVHZ, but not required
In the Wind Borne Debris Region. See DWG=MA- Side-
Hinged Door Unit Verified
By: National Accreditation & Management _ nstttute, >.
Created
by Independent third Party: valuation
Reports Created
by Independent Third Party: 3'-
0" Glazed Inswing Single or Double Door w/ or w/o ' Sidelltes
Certification
Agency Certificate s "f Ouatitv'
Assurance Contract Expiration Date By:
Instructions
11
Anchor Detaiis 80 Glazed.odf National.
Accreditation & Management nsatuEe,.
Created
by independent Third Party: valuation
Reports Created
by Independent Third Party: Glazed
Outswing Singie or Limits
of Use Certiflcation Agency Certificate Approved
for use In HVHZ: Yes FL 87CAC FyI006900.odf Door-
w/ litti)://
www.floridabuild.ma.ora/Dr/i)r aDD dtl.a§Dx7Daram---vGLVX0WTauftCwaMPtn3T... 2/18/2010
Florida Building Code Online 'Page 4 of 4
Approved for -use outside HVHZ:,Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes
Design Pressures +43.01-47.0 Installation Instructions
Other. Evaluated for use In locations adhering to the FL8228 R2 II Anchor Details 80 Giated.odf
Florida Building Code including the•High Velocity Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as Institute, L
determined by ASCE 7, does not exceed the design Created by Independent Third Party:
ssures listed. 12'-04 x W-00 max nominal size. Evaluation. ReportsricaneprotectivesystemrequiredinHVHZ, but not Created by Independent Third Party:
uired in the Wind Borne Debris Region. See DWG-MA-
163-07L for additional information.
5:
is
Sack Next i;•,
fl 1 Administration
Dope rtinaatofcommonityAbalrs
Florida adIdlag Code Online
Codesandsrandards
2555 5humard Oak Boulevard i ....;,
Taaahassee, Fladda 32399-2100
85O) 4874824, Fax (1150) 414-8436
a 2000.2010 The State of Flotlda. Ali ilghts reserved.
PrNA6 Mteme I cconydaht, Statement I pjU%da Sohrm2 I customer Service Ste= I Centaa Us
Product Approval Accepts,
1
ccwraa
reeJrr
1'
tea •. ^ „ cIL
r.'s: '•i '1L :•+5,s;.a` is{r..r ;c '.'4"', y. ., J _r:r,..t.-.`''i:``:..,,,.,
hitn://www.floridabuildin-a.org/Dr/ur am dtl.asnx?naxam=wOEVXOwtDauftCwaMPtn3T... 2/18/2010.
MIWD -Glass Info
3 Glossary
Glass Information
Page 1 of 1
PERMIT # a_ w 32
Window Styles
0 Glass Info There are many different types of glass to choose from. Check to see which types fit your needs.
Installation Green & Clean is a dual pane glazing unit with double strength LoE 366 glass, stainless steel XI
Instructions _ low maintenance exterior glass surface, and Preserve'M protective film on both sides.
Green & Clean Extreme is a triple pane glazing unit with two panes of LoE 366 glass, stainless
gas fill, Neat"' low maintenance exterior glass surface, and Preserver'-' protective film on both si
Insulating Glass is formed when two or more pieces of glass are spaced apart and sealed to for
pieces of glass. This air space creates insulation for the window, keeping heat inside the home d
Laminated Glass is created by joining two or more pieces of glass together with an inner layer c
glass on the plastic layer in the event of breakage. Laminated glass is four times more impact re.,
reducing sound transmission through the window.
may Low E Glass is a low emissivity glass that has a transparent coating on it. This coating acts as a
I/ passage of visible light. In hot climates, Low E glass reflects solar heat, keeping the inside of yoL
radiant heat back into the house, keeping your home warm. Cooling and heating costs are ultim2
during both the winter and summer seasons.
Obscure Glass is used for privacy, decoration or light diffusion. A design is pressed into the gla:
translucent, allowing light to pass through, but creating a blurred surface.
Tempered Glass is reheated to a temperature right below its melting point and is then cooled qu
regular glass. Tempered glass is designed to spread force and break into many smaller pieces u
Tinted Glass reduces both visual and radiant transmittance in the window. It reduces heat transt
mineral called Admixture is added to the glass.
Rome 131teMao I Contact Us I Important Disciaimer I Product Warranty
http://miwd.com/learningCenter/glasslnfo.aspx 7/19/2011
PA l i ,d , C 01v^N
NEW CONSTRUCTION WINDOWS
THERMAL TEST INFORMATION THERMAL PERFORMANCE
ar K. 0.69 0.68 0.71
740 Single Hung
w-E 1G 0.56 0.35 0.61
w -E and Argon IGLiun 0.50 0.35 0.61
140tow-E 0.61 0.24 0.34
HPLow-EIG 0.56 0.25 0.47
HP -Low E and Argon IG 0.55 0.24 0.34
Clear lGw/ grids 0.70 0.62 0.64
Low E w/ grids 0.59 1 0.31 0.54
Low-E and Argon w/grids 0.52 0.31 0.55
Sun140Low-EwJ grids 0.64 0.22 0.30
HP -Low E w/grids 0.59 0.23 0.42
HP-LowE and Argon w/grids 0.58 0.22 0.31
Clear IG 0.63 0.73 0.76
LOw-E IG 0.49 0.37 0.65
low-E and Argon IG 0.42 0.37 0.65
Sun140 Low-E 0.49 0.25 0.36
HPtow-EIG 0.48 0.27 0.50
740 PW
HP -Law E and Argon IG 0.42 0.26 1 0.50
CiearlGw/grids 0.64 0.66 0.68
low-Ew/grids 0.51 0.34 0.58
Lm,E and Argon w/ grids 0.45 0.33 0.58
Sun140 Low-E w/ grids 0.51 0.23 0.33
HP -Low E w/grids 051 0.25 0.45
HP -Low E and Argon w/ grids 0.44 0.24 0.45
Clear IG 0.68 0.64 0.67
Low-E IG 0.52 0.33 0.58
Low-E and Argon IG 0.49 0.33 0.58
Sun140 Low-E 0.55 0.22 0.33
HPLow-EIG 0.54 0.24 OA5
HP -Low E and Argon IG 0.49 0.24 0.45
185 Single Hung
CiearlGw/grids 0.68 0.58 0.60
Low-Ew/grids 0.52 0.30 0.52
Low-E and Argon w/ grids 0.50 0.29 0.52
Sun140Lovi-Ew/ gilds 0.56 0.20 0.29
HP-LowEw/grids 0.52 0.22 0.40
H P-Cow E and Argon w/ grids 0.50 0.21 0.40
ClearlG 0.60 0.70 0.74
Low-E IG f 0.43 0.36 0.64
Losv-Eand Argon 1G 0.40 1 0.36 0.64 Sun140
Low-E 0.46 0.24 0.36 10 HPLow
E and Ar on IG 0-40 0.26 0.49 185
Fixed CearlGw/
grids 0.61 0.63 0.66 low-
E w/ grids 0.43 0.33 0.58 Low-
E and Argon w/ grids 0.41 0.32 O.S7 Sun140Low-
Evr/grids 0.47 0.22 0.32 HP -
tow Eand Argon w/grids 0.41 0.23 0.44 188SIngleSIlder
Clear
IG 0.70 0.64 0.66 Low-
E IG 0.54 0.33 0.58 Low-
E and Argon IG 0.51 0.33 0.57 Sun140
Low-E O.SS 0.22 0.32 HP-
lowE and Argon IG 0.51 0.24 0.44 92 ClearlGw/
grids 0.71 0.57 0.59 Low-
E w/ grids 0.54 0.30 0.51 Low-
E and Argon w/grids 0.53 0.29 0.51 Sun140
Low-E w/grids 0.55 0.20 0.29 HP -
Low E and Argon w/ grids 0.53 0.22 0.39 Gear
IG 0.49 0.64 0.67 Low
E IG 0.34 0.32 0.57 low-
Eand Argon1G 0.32 0.31 0.57 3540
Single Hung HPLow•
EIG 0.34 0.23 0.44 Sun
140 Low E 0.34 0.21 0.32 HPLow
E and Argon IG 0.31 0.22 OA4 Gear
IG w/ rids 0.49 0.57 0.59 Low-
Ew/grids 0.34 0.29 0.51 Low-
E and Argon w/grids 0.32 0.28 0.51 HPLow-
E W/grids 0.34 0.21 0.39 Sun
140 Low-E w/grids 1 0.34 1 0.19 0.29
HP -Low E and Argon wt grids 0.31 0.20 0.39
Clear IG 0.48 0.67 0.70
tow-E IG 0.32 0.34 0.61
3540 Fixed
tow-E and Argon IG 0.28 0.33 0.61
HP -Low E IG 0.32 0.24 0.47
Sun 140 Loy/-E 0.32 0.22 0.34
HP -Low E and Argon IG 0.28 0.23 0.47
Clear lGw/grids 0.48 0.60 0.63
Fo7% Ew/grids 0.32 0.31 0.55
ow E and Argon w/grids 0.28 0.30 0.54
HP Low-EW/grids 0.32 0.22 0.42
Sun 140 Low-f w/grids 0.32 0.20 0,31
HP-LowEandArgonw/grids 0.2It 0.21 0.42
Clear IG 0.70 0.67 0.71
Low-E IG O.SS 0.34 0.61
Door
Low-E and Argon IG 0.50 0.34 0.61
HP -Low E and Argon tG 0.51 0.23 0.34
420 Patio
Clear IG w/ grids 0.71 0.60 0.62
Low,Cw/grids 0.57 0.31 0.53
Low- Eand Argon w/grids 0.52 0.31 0.54
HP-LowE and Argon vr/grids 0.53 1 0.20 0.30
620 Patio Door
ClearlG 0.71 0.62 0.64
tow-E and Argon IG 0.54 0.31 0.55
Sun 140 and argon IG 0.55. 0.21 0.31
Clear 16 w/ grids 0.71 0.54 0.56
law -Sand Argonw/grids 0.54 0.28 0.48
Sun 140 and Argon w/ grids 0.55 0.14 1 0.27
Click on product for all thermal simulations"•
All ratings for grids reflect flat gdd options
Above values can vary depen ding on use of flat grids or sculptured grids and optional glass thicknesses upgrades such as 3/16",1/4" laminated,l/8"
tempered, 3/16" decorative glass etc_. Please visit our website at www.miwd.com for more detail.
Definitions
LowE-Low-emissivityglasswitha transparent coating which acts as a thermal mirror --used to increase a windows Insulating value, block or increase
heat flow, and reduce fading.
Argon - An inert, colorless, and harmless gas used Instead of air in sealed spaces between panes of glass in Insulating glass units to increase insulation.
Argon Is less conductiveto beat than air. It is injected in the airspace of an insulating unit, to improve energy efficiency.
Grids -Decorative Inserts for windows or door glazing that adds a traditional touch - available in flat and sculptured.
U-Value - U-Value measures the rate of heat transfer and tells you how well the window insulates. The lower the U-Factor, the better the window insulates.
SHGC (Solar Heat Gain Coefficient) -measures the fraction of solar energy admitted and tells you how well the product blocks heat caused by sunlight. The
lower the SHGC, the less solar heat the window transmits. SHGC is measured on a scale of 0 to 1.
VLT (Visible Ught Transmittance)- measures the amount of light the window lets through. The higher theVT, the more light you see. Vr is measured on a
scaleof0to 1.
Energy Star Compliance
Northern
Q North-Central
South -Central
Southern
Fl9l7da Building Code Online Page 1 of S
BCIS Home ; Log in f User ReglstraUon i Hot Toplrs j Submit Surcharge 1 Slats a Facts ! Pubtications FBC Staff I SCIS Site Dfap j Unks ;Search ,I
Product Approval
USER: Public User
Product Aooroval Vgnu > e[cdVci_or ApFliration 5 ar h > Applkatlon Ugt > Application Detail
FL # FL11827-RS
Application Type Revision
Code Version 2007
Application Status Approved
Comments
Archived
Product Manufacturer MI Windows and Doors {
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext2560
bsitlinger@miwd.com
Authorized Signature Brent Sitiinger
bsitiinger@Iniwd.com
Technical Representative
Address/Phone/Small
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certificatlon Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard
AAMA/NWWDA 101/I. S. 2
AAMA/WDMA/CSA 1011I.S.2/A440
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Method i Option A
06/24/2010
07/06/2010
07/18/2010
Year
1997
2005
http://floridabuilding.org/nr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZGI7Z... 10/18/2010
ELEVATION Notes:
6` 6"
Mid -Span HEAD DETAIL 2X BUCK, AS REQUIRED 1. Installation depicted based off of
structural test report
by others 94599.01-109 47.
5' Caulk around
perineter. 2. Wood screws shall satisfy the Notional
1" MINIMUM Design Specificotlon for Wood
PENETRATION Construction for material type and
I- dimensional requirements.
Caulk between
l
flange and buck. - 3. Wood buck installations are assumed 2x
by others) 8 X 1 1/4" SCREW S-P-F (G=0.42) or denser. Buck width
Anchor MUST ACHIEVE 1" PENETRATION shall be greater than the window frameSeeSectionDetaits) INTO PTUD• width. Topered or partial width bucks
are not allowed Wood buck shall be
72m secured to the structure to resist oil
n or
design loods.
4. Wood screw lengths shall be sufficient
to guarantee 1' penetration into
wood buck
Mid -Span 5. Maximum shim thickness of 1/4"
permitted at each fastener location.
aoy others) Shims shall be load bearing, non-
fln'eA`°id buck compressible type.
5" 6. These drawings depict the details
necessary to meet structural load
52'
SHIM AS requirements. They do not address the
Caulk around J/ REQUIRED
air infiltration, water penetration, intrusion
perimeter. or thermal performance requirements ofbyothers) the instailotion.
I' MINIMUM
PENETRATION
8'*&'CLEARANCE
ALL FOUR SIDES)
8x11/4"
Screw
by others) -perimeter.
Caulk beteeen wy others)
ftange and buts) JAMB DETAIL
7. Installation shown is that of the test
window for the size shown and the
design pressure claimed. For window
sizes smaller than shown, locate jamb
fasteners 5" from each end and at
mid -sport of jambs. Locate head
fasteners 6" from jambs and one at
SILL DETAIL mid -span. Design pressures of smaller
window sizes are limited to that of the
test window.
SIZE AND DESIGN PRESSURE CHART
FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +45.11/.-45.11 UNITS UP TO 52" x 71"
SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS)
no
in
M
yam,
INSTALLATION INSTRUCTIONS
FASTENER SCHEDULE —FLANGE_.
C
eftm an
T.C.
DAM
11/30/09
Windows & Doors 740/3740 Single Hung NONE 1 *'1
Gratz, PA 11"'
m
740 FLANGE
Validator / Operations Administrator)
MI Windows & Doors, Inc.
P.O. Box 370
Gratz, PA 17030
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval
is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings,
by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTEDAAMAIWDMAICSA10111.S.21A440-05
H-R45.1324x1829(52x72)
COMPANY AND PLANT LOCATION CODE SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTEDNO. DESCRIPTION
MI Windows & Doors, Inc. 74013740 (FLANGE) FRAME SASH
70412a' Ave. MTL-9 AL)(OIX)(CG) 1324 mm x 1829 mm 1286 mm x 906 mm
Smyrna, TN 37167 TILT)(ASTM) 494" x 6-0") 4'3" x 310")
2. This Certification will expire September 18, 2013 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
3. Product Tested and Reported by: Architectural Testing, Inc.
Report No.: 94599.01-10947
Date of Report: October 20, 2009
Date: October 27, 2009
Cc. AAMA
JGS
ACP-04 (Rev.8106)
Validated for Certification
J), 4.u_
oct ted Laboratories, Inc.
Authorized for Certification
Americ-n Architectural Manufacturers Association
Florida Building Code Online Page 2 of 5
Date Approved 08/10/2010
Summary of Products
FL # Model, Number or Name Description
11827.1 740/3740 Equal Ute Single Hung 52x62 Fin Frame Insulated Glass
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Certification Agency Certificate
FL11827 RS C CAC APC 990'2?.Q_ 740 SH FIN
52X62.pd,
Impact Resistant: No
Design Pressure: +35/-35
Quality Assurance Contract Expiration Date
03/05/2014
Other: H-R35 Installation instructions
FL11827_95 11 Install In - 740 SH FIN (as tested
99032.01 52x62).p_df
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11827.2 740/3740 Equal Lite Slagle Nung 52x62 Flange Frame Insulated Glass
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Certification Agency Certificate
FL11827 R5 C CAC APC 99034.01 740 SH FIANa
52xfi p df
Impact Resistant: No
Design Pressure: +35/-35
Quality Assurance Contract Expiration Date
04/16/2014
Other: H-R35 Installation Instructions
FL11827 R5 II Inktall Instruct - 740 SH FLANGE (a5
tested 92034 01 52x62) adf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
740/3740 Fin Frame Oriel Single 52x72 Insulated 1/8" Annealed
Hun
mits of Use Certification Agency Certificate
pproved for use in HVHZ: No
Approvedfor use outside HVHZ: Yes
EL11827 R5 C CAC APC 740-3740 SH FIN 52x72 R40
2.01-109-4 ,pof
mpact Resistant: No
esign Pressure, +40/-40
Quality Assurance Contract Expiration Date
06/15/2011
ther: H-R40 Installation Instructions
FL11827 RS II Installation Instructions - 740-3740 SH
Fin 74192,01 AS TESTED.odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
11 Created by Independent Third Party:
11827.4 740/3740 Fin Frame Oriel Single 48x72 Insulated 1/8" Annealed
Hung
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL11827 RS CAC APC 740.3740 SH FIN 4 X72 R45
Approved for use outside HVHZ: Yes 9201-109-47.odf Impact
Resistant: No Quality Assurance Contract Expiration Date Design
Pressure: +45/-45 06/15/2011 Other:
H-1145 Installation Instructions FL11827
R5 II Installation Instructions - 740 FIX SingleH
njOrtel AS TESTED 4802 74192.01.12df Verified
By: American Architectural Manufacturers Association
Created
by Independent Third Party: Evaluation
Reports Created
by independent Third Party: 11827.
5 740/3740 Fln Frame Oriel Single 148x9O Insulated 1/8" Tempered Fixed Lite, 1/8" Hung
Annealed Sash Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: No FL11827 R5 C CAC APC 740-3710 Fin 4-0 x 7-( 1
9-47 W ApprovedforuseoutsideHVHZ: Yes Impact
Resistant: No Quality Assurance Contract Expiration Date Design
Pressure: +35/-35 02/02/2011 Other:
H-R35 Installation Instructions FL11827
R5 II Installation Instructions - 740 FIN 70948.
01 f Verified
By: American Architectural Manufacturers http://
floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG17Z... 10/18/2010
Florida Building Code Online Page 3 of 5
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
11827.6 i740/3740 Fin Frame Oriel Single 48x90 Single Glazed 3/16" Annealed
Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11827 R5 C CAC APC 740-3740 Fin SG R40 4-0 x 7-
48.01 109-47.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +40/-40 02/02/2011
Other: H-R40 Installation Instructions
FL11827 R5 II Installation Instructions - 740 FIN
f70948.01 3).odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
11827.7 740/3740 Fin Frame Single Hung 52x72 Single Glazed
E ual Lite
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL 18127R5CCACAPC9460Q.01-109-47_RO 74QSH
FIN S 52X72 R43 pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +45/-45 09/18/2013
Other: H-R45 Installation Instructions
FL11827 RS Il 740SH FIN As Tested 94600.01.pd
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
11827.8 740/3740 Flange Frame Oriel 48x90 Insulated 1/8" Annealed
HunSingle
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11827 R5 C CAC APC 74Q-3740 Flange 4-0 x.7--fi
2Q94..Qj:j-Q9-4LPff `
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No .
Design Pressure: +30/-30 02/02/2011
Other: H-R30 Installation Instructions
FL11827 R5 II Installation Instructions - 740 Flanoe
70948.01 ),pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11827.9 740/3740 Flange Frame Single 52x72 Single Glazed
Hung Equal Ute
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Certification Agency Certificate
FL11827 R5 C CAC APC 94599.01-109-47-RO 740 SH
A FLG 52X72 R45.odf5r
Quality Assurance Contract Expiration Date
Design Pressure: +45/-45
Other: H-R45
09/13/2013
Installation Instructions
FL11827 R5 II 740SH FLANGE As Tested 9459q Ol.odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
740/3740 Flange Frame Single 48x72 Insulated 1/8" Annealed
Hung Oriel
Use
d for use In HVHZ: NoFApprovedforuseoutsideHVHZ: Yes
Resistant: No
Design Pressure: +45/-45
Other: H-R45
Certification Agency Certificate
FL11827 R5 C CAC APC 740-37 LG 48X72 R45
2. - lId-f
Quality Assurance Contract Expiration Date
06/15/2011
Installation Instructions
FL11827 R5II Installation Instructions - 740 SH
FLANGE - 48 x 72 As Tested 74192 01 ndf
Verified By: American Architectural Manufacturers
Association
http://floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqub%2fiA2eroZGI7Z... 10/18/2010
Florida Building Code Online Page 4 of 5
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11827.11 740/3740 Flange Frame Single 4802 Single Glazed 3/16" Annealed
Hung Oriel
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11827 115 C CAC APC 740-3740 SH FLG 4SX72 R45
74192.01-109-47.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +45/-45 06/15/2011
Other: H-R45 Installation Instructions
FL11827 R5 II 74QSingle Hung PE.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL11827 RS AE 740 Single Hung PEE 3Todf
Created by Independent Third Party: Yes
11827.12 740/3740 Flange Frame Single 48x96 Single Glazed 3/16" Annealed
Hung Orlel
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No ES11827 RS C CAC APC 91454.01-109 47 RO 740-
370 SH ORIEL Fi,_g8X96 R40.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +40/-40 05/07/2013
Other: H-R40 Installation Instructions
FL11827 R5 II 740 Sinai _)imng PE.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Thlyd Party: Yes
Evaluation Reports
F1.11827 R5 AE 740 S1nalp uno PE 3.odf
Created by Independent Third Party: Yes
11827.13 740/3740 Single Hung 36x76 Fin Frame Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No LF11827R5CCACAPC9903201740SHFIN
Approved for use outside HVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design pressure: +45/-45 03/05/2014
Other: H-R45 Instructions
827 R5 II Install InstClJct - 740 SH FIN (as tga= ' kInstallation2 76),pSdf
ed By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by independent Third Party:
11827.14 740/3740 Single Hung 36x72 Fin Frame Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No ELLjB 7 R5 C CAC APC A0752.01-109-47 RO 740 H
FIN 36X72 R45 -DP50.pdApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +45/-50 05/13/2014
Other: H-1145 with 50 psf negative DP Installation Instructions
FLil82! jt5 II Instals Instruct-7.40SH 36x72 (as
testted -A07 52 , 01) , p d f
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11827.15 740/3740 Single Hung 36x76 Flange Frame Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11827 R5 C CAC APC 99034 01 740 SH FLANGE
36x76.nd[ Approved for use outside HVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design pressure: +45/-50 04/16/2014
Other: H-R45 with -50 psf negative DP Installation Instructions
fl-11827 R5 II 08-00804A adf
Verified By: Roberto Lomas, PE PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL11827 R5 AE 511348A.I)df
Created by Independent Third Party: Yes
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDqub%2fM2eroZG17Z... 10/18/2010
Florida Building Code Online Page 5 of 5
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Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Fax (850) 414-8436
V 2000-2010 The State of Florida. All rights reserved.
ECtYESY..taieAL.BS I .RRYn19r!C.SIakCm.4S I @cSeSS!piljty tatemer j I PNy-in Sofhvare j CuStOMe r S erviceSu rvg j Contact Us
Product Approval Accepts:
http://floridabuilding. org/prlpr_app_dtl. asps?param=wGEV XQwtDqub%2flvl2eroZGI7Z, ,. 10/18/2010
Validator / Operations Administrator)
MI Windows & Doors, Inc.
P.O. Box 370
Gratz, PA 17030-0370
Attn: Steve Urich
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval
is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings,
by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTEDAAMA/NWWDA 10111.8. 2-97
H-R3048x90
COMPANY AND PLANT LOCATION
CODE SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
NO DESCRIPTION
MI Windows - Smyrna, TN MTL-9
74013740 FLANGE FRAME
FRAME S. ASH
MI Windows - Prescott Valley, AZ MTL-10
AL)(O1X)(CG)
INS GL)(TILT)(ASTM)
4' 0" x 716" 3111" x 310"
2. This Certification will expire February 2, 2011 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
3. Product Tested and Reported by: Architectural Testing, Inc.
Report No.: 70948.01-109-47
Date of Report: February 28, 2007
Date. March 12, 2007
Cc: AAMA
JGS
ACP-04 (Rev, 8/06)
Validated for Certification
h,4—a
A4oddLaboratories, Inc. Authoriz
d for Certificatign 1)
dxz
12! ' 1-6- Am
ncan Architectural Manufacturers Association
ELEVATION
3 1/2" typ• Mid —spun
5 1T/2"
1
0
w
V MINIMUM
PENETRATI
a'*-'CLEARANCE
ALL FOUR SIDES)
8 x 1 1/4"
Screw
Caulk around
by others) perimeter.
Caulk between (by others),
Flange and buck.
aa
HEAD DETAIL 2X BUCK AS REQUIRED
by others)
Caulk around
perimeter.
1' MINIMUM
PENETRATION
Caulk between
flange and buck)
by others) §8 X 1 1/4" SCREW
Anchor MUST ACHIEVE 1' PENETRATION
See Section Detalls) INTO STUD.
TYPICAL)
Exlwfa
by others)
Caulk betwee
Range and buc4
Caulk around
perimeter.
by other
SILL DETAIL
Notes.
1. Installation depicted based off of
structural test report
70948.01-109-47.
2. Wood screws shall sotify the National
Design Specification for Wood
Construction for material type and
dimensional requirements.
3. Wood buck installations ore assumed 2x
S—P—F (G=0.42) or denser. Buck width
shall be greater than the window frame
width. Tapered or partial width bucks
are not allowed. Wood buck shall be
secured to the structure to resist oil
design loads.
4. Wood screw lengths shall be sufficient
to guarantee 1" penetration into
wood buck.
5. Maximum shim thickness of 1/4'
permitted at each fastener location.
Shims shall be load bearing, non —
compressible type.
6. These drawings depict the details
SHIM AS necessary to meet structural load
REQUIRED requirements. They do not address the
air infiltration, water penetration. intrusion
or thermal performance requirements of
the installation.
7. installation shown is that of the test
window for the size shown and the
design pressure claimed. For window
sizes smaller than shown, locate jamb
fasteners 5 1/2" from head and sill and
at midspan of jombs. Locate head
fasteners 3 1/2' from jambs and one
at midspan. Design pressures of
smaller window sizes ore limited to that
of the test window.
SIZE AND DESIGN PRESSURE CHART
FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +30.09/-30.09 UNITS UP TO 48' x 90'
SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS)
E mar . au. oa wm
INSTALLATION INSTRUCTIONS .C. 12/15/08
FASTENER SCHEDULE —FLANGE— a a+?e
JAMB DETAIL MON _
Windows & Doors 740/3740 Single Hung NONE 1 _
Gratz, PA I— °"
R
740 FIN —
Flot7da Building Code Online Page 1 of 3
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Product Approval
USER: Public User
w'". Product Approval Menu > product or Aoolkatlpn Search > Aool!caticn Lis > Application Detail
FL # FL11825-R6
Application Type Revision
Code Version 2007
E
r
Application Status Applied For
Comments
Archived !
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitiinger@mlwd.com
Authorized Signature Brent Sitlinger
bsitlinger@mlwd.com
Technical Representative
Address/Phone/Small
Quality Assurance Representative
Address/Phone/Small
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Llsting
CertlFlcation Agency American Architectural Manufacturers Association
Validated By Steven M. Urlch, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standgird
AAMA/WDMA/CSA 101/I. S. 2/A440
Equivalence of Product Standards
Certified By
Product Approval Method Method 10ption A
Date Submitted 06/07/2011
Date Validated
Summary of Products
Year
2005
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=.vGEVXQwtDqub%2fM2eroZGIOGj... 8/31 /2011
Florida Building Code Online Page 2 of 3
FIL # Model, Number or Name Description
11825.1 740/3740 Fin Frame 73x71 Sin le Glazed Tempered
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL11825 R6 C CAC APC 740-3740 PW Fin
Approved for use outside HVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 10/12/2013
Other, FW-LC50 Installation Instructions
FL11825 R6 II Install 740-3740 PW FIN 94104 01 odf
Verified By: American Architectural Manufacturers ^
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
11825.2 740/3740 Fin Frame 48x48 Insulated
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL11825 R6 C CAC APC 740-3740 PW FIN 48X48 R45
Approved for use outside HVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +45/-45 02/27/2013
Other: FW-1145 Installation Instructions
FL11825 R6 1I Installation InsIrM4tlons - 740PW FIN
8x48 89568.01 as tested).Pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11825.3 740/3 140 Flange Frame 48x48 Insulated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11825 R6 C CAC APC 90499.01-109-47-RO 740-
3740 PW FApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure:+45/-45 05/04/2013
Other: FW-R45 Installation Instructions
FL11825 R6 II 740 Fixed PE.pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL11825 R6 AE 740 Fixed PE 3.odf
Created by Independent Third Party: Yes
11825.4 740/3740 Flange Frame 73x71 Single Glazed Tempered
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11825 R6 C CAC APC 740-3740 PW Flange
94108,01pdApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 10/12/2013
Other: FW-LC50 Installation Instructions
FL11825 R6 II 08-01251.pdf
Verified By: Luis R Lomas, PE PE 62514
Created by Independent Third Party: Yes.
Evaluation Reports
FL11825 R6 AE 511853.pdf
Created by Independent Third Party: Yes
11825.5 '740/3740 Flan a Frame 73x71 Insulated
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL11825 R6 C CAC APC 97640.01-109-47-RO 74D-
3740 FLG 7aX1 LC45.pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +45/-45 01/14/2014
Other: FW-LC45 Installation Instructions
FL11825 R6 1I 08-QO803A rey.odf
Verified By: Roberto Lomas, PE PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL11825 R6 AE 511347A rey.nd
Created by Independent Third Party: Yes
11825.6 740/3740 PW 73x71 Fir) Frame Insulated
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL11825 R6 C CAC APC 98174.01-109-47-RO 740
FIXED FIN 73X71 LCS0.ydfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 02/09/2014
httpa/floridabuilding.org/prlpr_app_d#1.aspx?param=wGEVXQwtDqub%2fi\42eroZGlOGj... 8/31 /2011
Florida Building Code Online Page 3 of 3
Other: FW-LC50 Installation Instructions
FL11825 R6 II Install Instruct - 740PW FIN (as tested -
Verified By: American Architectural Manufacturers
eportsI1CreatedbyIndependent Third Party:
C
Evaluation n dependent Third Party:
Back Next
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Rodda 32399-2I00
850) 487-1824, Fax (850) 414.6436
0 2000-2010 The State of Florida. Al rights reserved.
Prlvac(5tatement I copyright Statement I P.ccessibllttv Statement I Plug -In Software I Customer Sgry1ce Survey I Contacty
Product Approval Accepts:
ml
G.fg t`r- c
http://floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqub%2flV12eroZGIOGj... 8/3 I /2011
73" MAX. WIDTH
3• MAX REFER TO ANCHOR
CHART SHEET 2
3" MAX
T—
s
REFER TO
ANCHOR CHART
SHEET 2
7
3" -MT-AX—.
I
70 5/8" MAX. D.L.O.
74013740 FIXED WINDOW FLANGE FRAME
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
45PSF NONE
I r 3" MAX.
6B 1/2" 71"
MAX. MAX.
D.L.O. HEIGHT
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 ELEVATION AND GENERAL NOTES
2 ANCHOR CHART AND APPROVED CONFICURATIONS
3 INSTALLATION DETAILS
REVISONS
DESmpnDN GTE I PAP RWEo
UPDATE PER NEW TESTING 1 6/9/10 R.L
NOTES:
1) THE PRODUCT SHOWN HERE IN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.
FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
3) RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET
ANY APPLICABLE LOCAL LAWS, BUILDING CODES. ORDINANCES OR
OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT,
ENG'INEER OF RECORD, BUILDING OWNER OR CONTRACTOR.
4) APPROVED IMPACT PROTECTIVE SYSTEM IS RFQI)IRFD FOR THIS
PRODUCT IN WIND BORNE DEBRIS REGIONS.
5) UNITS MUST BE GLAZED PER ASTM E 1300.
6) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION
FACTOR Cd-1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
7) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK. USE #10
WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8-
MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN
IN ELEVATION AND INSTALLATION DETAILS,
8) FOR ANCHORING INTO MASONRY/CONCRETE AT USE 3/16" ITW
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM
EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN
ELEVATION AND INSTALLATION DETAILS.
10) ALL FASTENERS TO BE CORROSION RESISTANT.
1 1) 'INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND
ANCHORS SHALL NOT BE USED IN SUBSTRATE'S WITH STRENGTHS
LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N,
TYPE 1 (OR GREATER).
12) FRAME MATERIAL TO BE ALUMINUM 6063-T5 .055 THICK
13) :F EXACT WINDOW SIZE IS NOT GIVEN USE ANCHOR OUANTITY FOR
NEXT LARGER SIZE.
14)FOR NUMBER OF ANCHORS REOUIRED AND FOR APPROVED
CONFIGURATIONS SEE SHEET 2.
MI WINDOW4314 S AND DOORS9NDROUTEStRil1LlO7ii
ELIZABETHVILLE, PA 17023
0 51 k= 740/3740 ALUMINUM FIXED WINDOW
FLANGE FRAME NON -IMPACT a;,(/u„ ELEVATION AND NOTES a TAT- Fh
DowN mvc W. eEv - 4ORID
MCA NTS °ATF 7/13/09
O8
SOOC8D30F 3
A ,//
VsIOiIlAIl11
WINbOW
NUMBER OF ANCHORS UP
TO 45.OPSF
CODESIZE WIDTH HEIGHT WAD JAMBS SILL
12 181/8 25 2 2 2
13 181/8 37 3/8 2 3 2
14 181/8 495/81 2 4 2
15 181/8 62 1 2 4 2
16 181/8 711/4 2 5 2
1/2 32 251/2 25 2 2 2
1/2 33 251/2 373/81 2 3 2
1/2 34 251/2 495/81 2 4 2
1/2 35 251/2 62 1 2 4 2
1/2 36 251/2 711/41 2 5 2
22 36 25 1 3 2 3
23 36 37 3/B 3 3 3
24 36 495/81 3 4 3
245 36 551/41 3 4 3
25 36 62 1 3 4 3
26 36 711/41 4 8 4
32 521/8 25 1 4 2 4
33 521/8 373/81 4 3 1 4
34 521/8 495/81 6 6 6
345 521/8 551/4 6 6 6
35 521/8 62 6 7 6
36 52 2/8 71 1/4 6 8 6
3'0' x 3'0" 35 1/4 35 1/4 3 3 3
3'0" x 4'0" 35 1/4 47 1/4 3 3 3
3'0" x 5'0" 35 1/4 59 I/4 3 4 3
4'0' x 3'0" 471/4 35 1/4 3 3 3
4'0" x 4'0" 47 1/4 47 1/4 3 3 3
4'0" x 5'0" 47 1/4 591/41 6 7 6
4'0" x 8'0" 471/4 951/41 6 10 6
5'0" x 3'0" 591/4 135 1/4 1 4 3 4'
5'0"
E5'0"791
4 59 1/4 7 7 7
6'0" 35 1/4 8 4 8
6'0"4 591/4 8 7 8
8'0"4 351/4 10 4 10
8'O"4 47 1/4 10 6 10
ALMS1014S
DESCRIPTION DATE APPROVED
UPDATE PER NEW TESTING 6/9/10 R.L
APPROVED GEOMETRIC SHAPES
MI WINDOWSAAND DOORS43149
ELIZABETHVILLE, PA 17023 9',' GENSF •'p
0,6.51740/3740 ALUMINUM FIXED WINDOW
FLANGE FRAME NON —IMPACT
ANCHOR CHART AND APPROVED CONFIGURATIONS
O;g
TAT OF
i c.S:cf0RID P DRAWN: owc No. REV R,
L. 08 A 7S aNAII N
5008Q3
1DArcSC&CITS 7/13/09 2 OF 3
MASONRY/CONCRETE
BY OTHERS
1X BUCK TO BE
PROPERLY SECURED
CAULK BETWEEN
FLANGE AND BUCK /
3/16" TAPCON —
EXTERIOR
3/16" TAPCON
PERIMETER
CAULK
BY OTHERS
MASONRY/CONCRETE
OR PRECAST SILL
BY OTHERS — $ j/ 1/4"
EM SME'DIIENT
o
I
2 5/8" MINIMUM
EDGE DISTANCE
VERTICAL CROSS SECTION
MAS0NRY/C0NCRE7E INSTALLATION
2 5/8" MINIMUM
EDGE DISTANCE
lAtTERIOR
1 1/4MIN.
EMBEDMENT
AX. SHIM
STOOL
BY OTHERS
1/4" MAX, SHIM 1 1/4" MINIMUM EMBEDMENT
a
2 5/8-
MIN. EDGE
P
a
DISTANCE
3/16" TAPCON
MASONRY/CONCRETE
1X BUCK TO BE BY OTHERS
PROPERLY SECURED
JAMS CROSS SECTION
A64SONRY=NCRETE INSTALLATION
2X BUCK OR
WOOD FRAMING
SY OTHERS
TO BE PROPERLY
SECURED
CAULK BETWEEN
FLANGE AND BUCK
10 WOOD SCREW
EXTERIOR
10 WOOD SCREW —
PERIMETER CAULK
BY OTHERS —
2X SUCK OR
WOOD FRAMING
BY OTHERS
TO BE PROPERLY
SECURED —
1 /4"
MAX. SHIM '
INTERIOR
REVIswNs
REV DESCRPT:ON DATE APPROVED
A I UPDATE PER NEW TESTING B/9/10 R.L.
MIN.
t/4"1/4-
T ENT
MAX. SHIM
11/-4—MAX. SHIM
T 1 3/8-
MIN.
EMBEDMENT
VERTICAL CROSS SECTION
2XSUCK OR WOOD FRAMING bVSTALLATION
1 3/8" MINIMUM
EMBEDMENT
JAMB CROSS SECTION
2X BUCK OR WOOD FRAMING INSTALLATION
2X BUCK OR
WOOD FRAMING
BY 07HERS
TO BE PROPERLY
SECURED MI WINDOWS AND DOORS
gto WOOD SCREW 4314 ROUTE 209
ELIZABETHVILLE. PA 17023
740/3740 ALUMINUM FIXED WINDOW
FLANGE FRAME NON —IMPACT
INSTALLATION DETAILS
DRA%'N: OWC N0.
R. L. 08-00803
SCALE NTS D'`Tc 7/13/D9 sntc 3 OF 3
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Product Approval
USER: Public User
Product Approval btenu > Product or Aoolka(fon Soai h > Aoolication Us t > Application Detail
FL # FL11548-RI
Application Type Revision
Code Version 2007
Application Status Approved
Comments
Archlved _
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsltiinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Small
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard
AAMA/WDMA/CSA 101/I.S.2/A440
Equivalence of Product Standards
CertlFled By
Product Approval Method Method 1 Option A
Date Submitted 06/24/2010
Date Validated 06/24/2010
Date Pending FBC Approval 06/30/2010
Date Approved 08/10/2010
Year
2005
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Florida Building Code Online Page 2 of 4
Summary of Products -
FL # Model Number or Name Description
11548.1 13500 HP 72x72 Fin Frame Tempered Insulated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11548 R1 C CAC APC 3500 HP FIXED_FIN 72X72
C50 84540,02-109-47.i3dfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 07/15/2012
Other: FW-050 Installation Instructions
FL11548 R1 1I Installation Instructions - 3500HP PW
F d 72 x 72 . df
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
11548.2 13500 HP 60x8O Fin Frame Insulated
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL11548 RA C CAC APC 3500HP FIXED FIN C55 60X80
84073.01-109-47,ndfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +55/-55 06/27/2012
Other: FW-055 Installation Instructions
FL11548 RI II Installation Instructions - 3500HP PW
FIN As Tested 60 x 80).iodf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11548.3 13500 HP 7202 Flange Frame Tem ered Insulated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11548 RI C CAC APC 3500 HP FIXED FLAB
72X72 C60 0.01-19 47.odf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60 06114/2012
Other: FW-C60 Installation Instructions
1111548 RI 11 3500HP PW Flange - 72 x 72 (reVl.Odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11548.4 13500 HP 60x8O Flange Frame Insulated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11548 RI C CAC APC 3500HP FIXED FLG 6OX80
C 5 84073.02-109-47.pd
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55/-55 06/27/2012
Other: FW-055 lInstallation Instructions
FL11548 R1 11 3500HP PW Flange - 60 x 80 (rev) odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11548.5 .3500 HP 72x72 Finiess Frame Tem ered Insulated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL11548 R1 C CAC APC 3500 HP FIXED FINLESS
72X72 C60 84540.03-09-47.ndf
Quality Assurance Contract Expiration Date
Design Pressure: +60/-60
Other: FW-C60
07/15/2012
Installation Instructions
FL11548 RI 11 Installation Instructions - 3500HP PW
Finlessdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
21548.E 13500 HP 60x80 Finless Frame Insulated
http://floridabuilding.orglprlpr_app_dtl.asp,x?param=wGEVXQwtDqudhLg8eDpZIEt9Lrxr... 7/18/2011
Florida Building Code Online Page 3 of 4
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11548 R1 C CAC APC 3500HP FIXED FINLESS C55
60X80 84073.03-109-47.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +55/-55 06/27/2012
Other: FW-055 Installation Instructions
FL11548 R1 I1 Installation Instructions - 3500HP PW
Finless (As Tested 60 x 80 , df
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11548.7 13500 HP 60x96 Fin Frame Tempered Insulated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No F411548 R1 C CAC APC 75031.01-109-47-r0 3500HP
FIXED FIN 6OX96 C60.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +601-60 07/17/2011
Other: FW-C60 Installation Instructions
FL11548 RI II Install Instruct - 3500HP Fxd Fin (as
t st-75031.01). f
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
11548.8 i13500 HP 60x96 Finless Frame Tempered Insulated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11548 RI C CAC APC 75031.02-109-47-r0 3500HP
FIXED FINLESS 6OX96 C60.ndfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +60/-60 07/17/2011
Other: FW-C60 Installation Instructions
FL11548 R1 II Install Instruct - 3500HP Fxd Finless (as
tested-f
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
11548.9 13500 HP 60x96 Flange Frame Tempered Insulated
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL11548 R1 C CAC APC 75031,03-109-47-r1 3500HP
FIXED FLG 60XS?C60.pdApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design pressure: +60/-60 08/07/2011
Other: FW-C60 Installation Instructions
FL11548 111 11 Install Instruct - 3500HP Fxd Flange (as
t - 503 .03);
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Back Next
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399.2100
850) 487-1824, Fax (850) 414.8436
2000-2010 The State of Florida. Al rights reserved.
Payacy Statement I Ceovriaht Statement I Accessibility Statement i Plua-lit Software I Customer Service Survav I Contact Us
Product Approval Accepts:
N8
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Florida Building Code Online Page 4 of 4
GFEr G'R
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudhLg8eDpZlEt9Lrxr... 7/18/2011
ELEVATION
72" —j
4" typ. J 16" o.c"
max.
4' typ.
TT
16' o.c. /
Max. /
1
Anchor
See Section Detols)
N
1" MINIMUM
PENETRATION
1 " "CLEARANCI
ALL FOUR SIDES)
by others)
Caulk between
flange and buck.
JAMB DETAIL
by others)
HEAD DETAIL
2X BUCK AS REQUIRED
by others)
Caulk around
parvnater.
1' MINIMUM
PENETRATION
Caulk between D1-
flange), and buds (
bby others) 8 X 1--1/4' SCREW
MUST ACHIEVE 1" PENETRATION
INTO STUD.
TYPICAL)
oaw,a
by a
Caulk
flange an
Caulk
per
by othersi
SHIM AS
REQUIRED
SILL DETAIL
Notes:
1. Installation depicted based off of structural
test report # 84540.01-109-47.
2. Wood screws shall satify the National
Design Specification for Wood
Construction for material type and
dimensional requirements.
3. Wood buck intonations are assumed 2x
S—P—F (G-0.42) or denser. Buck width
shall be greater than the window frome
width. Tapered or partial width bucks
are not allowed. Wood buck shall be
secured to the structure to resist ail
design loads.
4. Screw lengths shall be sufficient
to guarantee 1' penetration into
wood buck
5. Maximum shim thickness of 1/4'
panntitted of each fastener location.
Shims shell be load bearing, non —
compressible type.
6. These drawings depict the details
necessary to meet structural load
requirements. They do not address the
air infiltration, water penetration, intrusion
or thermal performance requirements of
the installation.
7. Installation shown is that of the test
window for the size shown and the
design pressure claimed. For window
sizes smaller than shown, locate jamb
fasteners 4' from comers and no more than
16' on center. Locate head end sill fasteners
4' from comers and no more them 16' on
center, Design pressures of smaller window
sizes are limited to that of the test window.
SIZE AND DESIGN PRESSURE CHART
FASTENER TYPE AND SPACING MOWN WILL. ALLOW DESIGN PRESSURES UP TO +60.19 / -60.19 UNITS UP TO 72" x 72'
SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS)
vita o u'm oe aka.
Imal INSTALLATION INSTRUCTIONS
V.M.R. 10/2/01
how & FASTENER SCHEDULE — FLANGE—
MEE
srxa aan
WlridCws8kDoors
3500HP Picture Window NONE 1 a 1
o.a m w
Gratz, PA 6 0 x 6/0) 3500HP PW FL
Florida Building Code Online Page 1 of 4
M-0
ibmit Surcharge j Stats & Facts 1 Publications I FBC StaffBCIS Site Map ' Unks ; Search l
r_iiis7l Product Adoroval Menu > Er4;AVq_or-APoilcatjon Search > Apollca q U5t > Application Detall FL #
FL7351-R2 Application
Type Revision EMU
Code Version 2007 Application
Status Approved Comments
1WUN
Archived Product
Manufacturer Masonite International Address/
Phone/Email One North Dale Mabry Suite
950 Tampa,
FL 33609 615)
441-4258 sschrelber@masonite.
com Authorized
Signature Steve Schreiber sschrelber@mason[
te.com 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 Exterior
Doors Swinging
Exterior Door Assemblies Certification
Marls or Listing National
Accreditation & Management Institute, National
Accreditation & Management Institute, Standard
Year ASTM
E1886 2002 ASTM
E1996. 2002 ASTM
E330 2002 TAS
202 1994 Method
1 Option A http://
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Florida Building Code Online Page 2 of 4
C
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
12/24/2008
12/30/2008
01/07/2009
02/03/2009
Summary of Products
FL Model, Number or Name Description
7351.1 Fiberglass Door Unit 6'-8" Opaque I/S and O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: Yes EL7351R7_Q_CAC NI006063-RS.PDf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2010
Design Pressure: +70.0/-70.0 Installation Instructions
Other: Evaluated for use In locations adhering to the EL7351 R2 II FL ?51 6 8 ooagU Anchor adf
Florida Building Code and where pressure requirements Verified By: National Accreditation & Management
as determined by ASCE 7, does not exceed the design Institute,
pressures listed. 3'-0" x 6'-8" max nominal size. Created by Independent Third Party:
Hurricane protective system Is required In HVHZ, but not Evaluation Reports
in the Wind-borne Debris Region. See detail drawing Created by Independent Third Party:
DWG-MA-FLDISI-06 for additional information.
7351.2 Fiber lass Door Unit 8'-0" Opaque I/S and O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: Yes FL7351 R2-_C CAC N1006gQ63-R5 PDF
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2010
Design Pressure: +70.0/-70.0 Installation Instructions
Other: Evaluated for use In locations adhering to the FL7351 RZ Id FL7351 8 0 QpA Ue Anch9G1)if
Florida Building Code and where pressure requirements Verified By: National Accreditation & Management
as determined by ASCE 7, does not exceed the design Institute,
pressures listed. 3'-0" x 8'-0" max nominal size. Created by independent Third Party:
Hurricane protective system Is required in HVHZ, but not lEvaluation Reports
in the Wind-borne Debris Region. See detail drawing Created by Independent Third Party:
for additional information.
1.3 Fiberglass Door Unit 6'-8" Opaque Inswing Single or Double Door w/ or yr/o
SidelltesrDWG-
MA-FLO152-06
ts of Use Certification Agency Certificate
proved for use In HVHZ: Yes FrovedforuseoutsideHVHZ: Yes Quality Assurance Contract Expiration Date
mpact Resistant: Yes 12/31/2010
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use In locations adhering to the FL7351 R L FL7351 6 8 opaque Anchor.odf
Florida Building Code and where pressure requirements Verified By: National Accreditation & Management
as determined by ASCE 7, does not exceed the design Institute,
pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party:
Hurricane protective system Is required In HVHZ, but not Evaluation Reports
In the Wind-borne Debris Region. See detail drawing Created by Independent Third Party:
DWG-MA-FLO151-06 for additional Information.
7351.4 Fiberglass Door Unit 6'-8" Opaque Outswing Single or Double Door w/ or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL7351 R2 C CAC NI006063-R5.PDF
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2010
Design Pressure: +55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the FL7351 R2 II FL2351 6 8 Opaque Anchor,pdf
Florida Building Code and where pressure requirements Verified By: National Accreditation & Management
as determined by ASCE 7, does not exceed the design Institute,
pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party:
Hurricane protective system Is required In HVHZ, but not Evaluation Reports
In the Wind-borne Debris Region. See detail drawing Created by Independent Third Party:
DWG-MA-FLO151-06 for additional Information.
7351.5 Fiberglass Door Unit 8'-0" Opaque Inswing Single or Double Door w/ or w/o
Sidelltes
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL7351 R2 C CAC NI006063-R5,pj)f
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2010
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use In locations adhering to the FL7351 R2 11 EL7351 8 0 Opaque Anchor odf
Verified By: National Accreditation & ManagementFloridaBuildingCodeandwherepressurerequirements
as determined by ASCE 7, does not exceed the design Institute,
pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party:
http://floridabuilding.org/nr/pr app_dtl.aspx?param=wGEVXQwtDgvNCT fA4%2bOzm1... 10/18/2010
Florida Building Code Online Page 3 of 4
Hurricane protective system Is required in HVHZ, but not IlEvaluation Reports
In the Wind-borne Debris Region. See detail drawing Created by Independent Third Party:
DWG-MA-FLO152-06 for additional Information. 11
7351.6 Fiberglass Door Unit 8'-0" Opaque Outswing Single or Double Door w/ or w/o
Sldelites
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: Yes FL7351 R2 C CAC NI006063-j &RU
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2010
Design Pressure: +55.0/-50.5 Installation Instructions
Other: Evaluated for use In locations adhering to the FL7351 R2 II FL735-,$ Q OrLaque Anchor q df I
Building Code and where pressure requirements Verified By: National Accreditation & Management
as determined by ASCE 7, does not exceed the design Institute,
pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: 1FloridaHurricane protective system is required In HVHZ, but not Evaluation Reports
in the Wind-borne Debris Region. See detail drawing Created by Independent Third Party: 11DWG-MA-FLOISZ-06 for additional information.
7351.7 Fiberglass Door Unit 6'-8" Glazed Inswing Single or Double Door w/ or w/o
Sidelltes
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes pL7351 R2 C CAC NIQQ6063-R5.PDF
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date I
Impact Resistant: Yes 12/31/2010
Design Pressure. +50.0/-50.0 Installation Instructions
Other: Evaluated for use In locations adhering to the FL7351 GlazM_Anchor.odf
Florida Building Code and where pressure requirements Verified By: National Accreditation & Management
as determined by ASCE 7, does not exceed the design Institute,
pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party:
Hurricane protective system Is required In HVHZ, but not Evaluation Reports
In the Wind-borne Debris Region. See detail drawing Created by Independent Third Party:
DWG-MA-FLO153-06 for additional Information.
7351.8 Fiberglass Door Unit 6-8" Glazed Outswing Single or Double Door w/ or w/o
Sldelltes
Limits of Use Agency Certificate
Approved for use in HVHZ: Yes 1 R2 C CAQ N1006063-R5.PDF
Approved for use outside HVHZ: Yes Assurance Contract Expiration Date
Impact Resistant: Yes rCertlfication2010
Design Pressure: +50.0/-50.0 ation Instructions
Other: Evaluated for use in locations adhering to the R2 II FL7351 f 8 Glazed Anchor.odf
Florida Building Code and where pressure requirements d By: National Accreditation & Management
as determined by ASCE 7, does not exceed the design Institute,
pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party:
Hurricane protective system is required In HVHZ, but not Evaluation Reports
in the Wind-borne Debris Region. See detail drawing Created by Independent Third Party:
DWG-MA-FLO153-06 for additional Information.
7351.9 Fiberglass Door Unit 8'-0" Glazed Inswing Single or Double Door w/ or w/o
Sldelltes
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL7351 R2 C SAC NI006063-RS.PDF
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2010
Design Pressure: +50.0/-50.0 Installation Instructions
Other: Evaluated for use In locations adhering to the R2_ II FL7351 8 0 Glazed Anchor.odf
Florida Building Code and where pressure requirements Verified By: National Accreditation & Management
as determined by ASCE 7, does not exceed the design Institute,
pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party:
Hurricane protective system is required In HVHZ, but not Evaluation Reports
in the Wind-borne Debris Region. See detail drawing Created by Independent Third Party:
DWG-MA-FLO154-06 for additional information.
7351A0 Fiberglass Door Unit 8'-0" Glazed Outswing Single or Double Door w/ or w/o
Sldelltes
Limps of Use Certification Agency Certificate
Approved for use In HVHZ: Yes FL7351 R2 C CAC NI006063-R5XUE
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2010
Design Pressure: +50.0/-50.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL7351 R2 II FL7351 8._q Glazed Anchor.odf
Florida Building Code and where pressure requirements Verified By: National Accreditation & Management
as determined by ASCE 7, does not exceed the design Institute,
pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party:
Hurricane protective system is required in HVHZ, but not Evaluation Reports
In the Wind-borne Debris Region. See detail drawing Created by Independent Third Party:
DWG-MA-FLO154-06 for additional information.
http://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvNCLfA4%2bOzml... 10/18/2010
6' SEE DETAIL fi
3'
I " ^ "I3"
c
3
3
c 3 -. E E
SEE DETAIL
C'
6"
I I I
6'
6"
3"
8
AO e
6
1 I f I r 6" I— 6A1 f I
3, 3'
3" 3-
b' 6'
SEE DETA L
F'
Eii
AddwAntoKu
Cattix26a+Na~
Re,fie+redBY: 1 2 I I a to8 — 10 x 2"
ti#10
70 x 5/8"
10 x 1-1/4"
10 x 5/8"
x 3/4"
0.124' ANNFALEO -
1 D x 2 " 0.000' SAFM EtC—
D 0.124' ANNEALED -
ALUM OR WM SPACER
0.962
T
7
OUTSWING THR SEHOLD
i
7.75" I7.047"
OROVT
HIGH
DAM' O/S THRESHOI..D mill
W
i
SEE DETAIL n •
D- J
w
N
G
8
x 2-i/2" DETAIL "
E- ASTRAGAL ATTACH
ASTRAGAL RETAINER BOLT STRIKE
PLATE TO FRAME AS
SHOWN. e
DECORATIVE
WSW OPrWtAL)
0124'
TEMP. 16
x 1-1/2' PNS OR
EOUUAAL WE"
uTERIC TYPI .
AI GI A7ING DFTAII_ IMPACT
RATED GLASS 6'
EE
DETAIL 6"
ASTRAGAL
RETAINER BOLT HOLE MUST
BE DRILLED THROUGH THE
THRESHOLD & INTO THE STRUCTURE
DEEP ENOUGH FOR
A 1.375" THROW DETAIL "
F" ASTRAGAL ALUM.
STEEL. OR Burn. ROB
AWL\ SPACER gs
x 1-1/2' PNs DOW
s32 , OR
EOUAL ..:. OB
bTYPICAL
GIA7_ING, LION —
IMPACT OFTAIL
GL6S
BY..
ar:
T.
S. OF
SEE DETAIL
C_SHT. 2
ATTACHMENT DFTAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY HAROLD E. RUPP, PE
FLORIDA #15935) 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.
W
0- SEE DETAIL
D" SHT. 2
J
W
w
N
O N
G
io
I I I 1 t
6" 6"
I! I
v
W
n
w
1
7
w 8
C
I I f I I 1 1 1 1 I
o
s" . i i— a• r
6"
1" MIN
SHIM
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL— —
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2' MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4". ,
TYPICAL
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION
TRANSFER LOADS TO STRUCTURE.
4_ MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
HAPnWAPP GrWPnl II F
1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2
CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
AWffdmfoNU
Da%m600Nw a 2s
Ror^LM`IJLc_
l ar,
s1-001
SIDE -HINGED FIBERGLASS DOOR UNIT
B'-S' DOUBLE DOOR WITH / WITHOUT SfDELfTES
ORAL N07FS
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 (WHZ),
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REWIRED.
3. WHEN INSTALLED IN THE WINO -BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAOUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED
ON PANELS WITH NON -IMPACT GLASS.
4. POLYURETHANE CORE FLARE SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
POLYSTYRENE CORE FLAME SPREAD INDEX OF 1E
AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84.
5. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT
SO-F IGNITION TEMP I AMU 01929 W3 'F > 650 'F
RATE OF BURNING I ASTM 0635 0.79 IN/MIN
SMOKE DENSITY ASTM 02843 1 48.9X
TENSILE STRENGTH • ASTM 0638 -7.37. D1FF
6. PLASTICS TESTING OF LITE FRAME MATERIAL
TEST DESCRIPTION DESIGNATION RESULT
SELF K, MON TEMP ASTM D1929 680 'F > fi50 'F
RATE OF BURNING ASTM D635 1 1.10 IN/MIN
SMOKE DENSITYYAASTM D2843 69.6%
TENSILE STRENGTH• ASTM 0638 7.48R DIFF
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4S00 HOURS XENON ARC METHOD 1
149' MAX. 01VML PAIE MOTH
21. MAX 36.375" MAX.
PANEL WIDTH 37.5" MAX.
FRAME WIDTHW/ASTRAGAL
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TABLE OF CONTENTS
SHEET # DESCRIPTION
t TYPIC ELEVATIONS h GENERAL NOTES
NLOCATIONSA S
3 IANCHORING LOCATIONS do DETAILS
DESIGN PRESSURE RATING
WHERE A INFILTWION PERFORMANCE I
REOUIREO TO BE 15% OF DESIGN PRESSURE
MAX t ID H INSWING OU SWING INSWING OUTSWING OUTSWI
7.5 D.0 T .0 19..0 40. 70.0.
XX 19.0 9.0 0.D 40.0 55.0 -50.5
OX or XO 50.5 -505 55.0 -50. 19.0 9.0 0 40.0 O.
X 5 19.0 1 40. 40.0 550
O t449 1 -50.5 S0. 19.0 19.0 40.0 40.0 bb.0 .5 High
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ATTACHMENT DETAI[
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY HAROLD E. RUPP, PE
FLORIDA #15935) 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.
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMEN
OF 1-1/2- MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
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MIN •
MAX
SHIM
CL _1 f_
TYPICAL
ANCHOR INSTALLATION
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6-
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WARE SCHF
1.
JKWIKSET MAXIMUM SECURITY SERIES GRADE 2
CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
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6"
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3"
8" -
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SEE DETAIL
c"
6" 6"
LLf- 6" 3"
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SEE OETAII
8 x 2-1/2"
AAtONAItl
C rCf D111".-tyll^ "2S
0 x 2" DataBRanea R —
118 x 2-1/2"
0 x 5/8' DETAfL "E" ASTRAGAL
8 x 2-1/2" #10 x 1-1/4" ATTACH ASTRAGAL RETAINER BOLT
t0 x 5/8" STRIKE .PLATE TO FRAME
Q #10 x 3/4" AS SHOWN.
10 x 2" 0.124" ANNEALED DECORATIVE WSERT
0.000" yAFLV 1RC (OPTIONAL)
DETAIL "C" 0.124" ANNEALED 0124" TEMP.
DEAIi "1)"
SUMALUMORsuSPACER 16
X 1-1/2' PHS 0.
9821 l .
ow
LJ 1.375` 1.75" j1047" I
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elos mcalT TIYPICAf_ A ING DETAIL INSWING THRESHOLD
OUTSWING THRESHOLD D HIGH DAM O/S THRESHOLD IMPACT RATED GLAS5 b" SEE
DETAIL
C" 6"
ASTRAGAL
RETAINER
BOLT HOLE MUST BE
DRILLED THROUGH THE THRESHOLD &
INTO THE STRUCTURE DEEP
ENOUGH FOR A
1.375" THROW DETAfL "F"
A5TRAQ'Al- OOREOl A4L\
ALUM, STEEL
OR SUM. SPACER Ie
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1-1/2- PRL1' DOW 832
OR EQUAL
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TYPICAi. GI
A _ZING DETAIL, NON —IMPACT .
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R0137-06
SIDE -HINGED FIBERGLASS DOOR UNIT
6'-S' DOUBLE DOOR WITH / WITHOUT SIDELITES
j:FNERAL NOTES
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).
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
3. WHEN INSTALLED IN THE WIND-BORNE OESMS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS. BUT IS REQUIRED
ON PANELS WITH NON -IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF SO
AND SMOKE DEVELOPED INDEX OF 80 PER ASTM E84.
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF IIS PER ASTM E84,
5. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D7929 803 'F > 850 'F
RATE OF BURNING ASTM 0635 0.79 IN MIN
SMOKE DENSITY ASTM 02843 48.95
TENSILE STRENGTH' I ASTM 0838 -7.3% 0"
6. PLASTICS TESTING OF UTZ FRAME MATERIAL.:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F
RATE OF BURNING ASTM D635 1.10 IN M!N
SMOKE DENSITY ASTM 02843 69.67.
TENSILE STRENGTH- I ASTM D638-7.487. OIFF
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
TABLE OF CONTENTS
SHEET _ DESCRIPTION
1ITYPiCAL ELEVATIONS h GENERAL OTES
AN9HgRIN9 OCATIONS & AILS
3 ]ANCHORING MERV. do DETAIL 149'
AWL OVERALL FPAWE WM 21'
MAX 36.375" MAX. PANEL
WIDTH - 37.5" MAX. W/
ASTRAGAL I FRAME WIDTH r•
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LE DOOR UNIT w"
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PRESSURE RATING WATERWHERE
INFILitONIREQUIRED
TO BE 15% OF DESIGN PRESSURE NFl
MAX WIDTH INhWING OUTSWENGINSWING I OUTSWING IN 37.
5 70. 1 .0 -T9. 70.0 .0 D - 0.0 XX
4 50. -SD,y 0 -50 iB.O -19.0 F.-40.0 5. -50.5 X
or X I 55. -SO.y Sy,O -S 19.0 -]9.0 40. -4 0
112 50.5 - 3 y.0 19.0 -1 40.6 -40'0 5.0 -50. 149
5 -50. SS. -y .y 7 -19. 40.0 .0 y0.5 HKJh
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8 x 2-1/2"
10 x 5/8"
8 x 2-1/2"
10 x 2-1/ "
8 x 2-1/2" #10 x 5/8"
Q #10 x 1/2"
10 x 2-1/2
DETAIL "C" C7
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INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM Q/S THRESHOLD
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TYPICAL GLA7ING DcfAfb
SEE OETArL
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TAINER SOLT HOLE
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EEP ENOUGH
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METAL -EDGE STEEL DOOR UNIT
8'-0" GLAZED DOUBLE DOOR WITH /WITHOUTSiDEUTES
r.FNrRA Norzs
1. EVALUAl'ED FOF USE IN LOCATIONS ADKERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REOLAREMENTTS AS DETERMINED BY ASCE 7• MINIMUM
DESIGN LOADS FOR SLALONGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESS LISTED.
2. THIS PRODUCT DOES NOT RMUIRE THE USE OF
HURRICANE PROTECTIVE SYSTEM (SHUTrEm).
3. POLYUP0RANE CORE FI;AME SPREAD INDEX OF SO
AND SMOKE DnrtSAPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING OF LITE FRAME MATERw-
TEST DESCRMON DESIGNATION RESULT
SEEP IGNITION TEMP ASTM D1929 980 'F > 650 I
R , 3OF SURNNG ASTM D635 1.10 INIMIN
SMOKE OENSRY ASTM D2643 69.6X
TENSILE STRENGTH- ASTM 0658 -7-4&- OIFF
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
TABLE OF CONTENTS
SHEzr ip DESCRIPTION
i TYPICAL EZEVATONS de GEN NOT^-„S
2 ANCHORNu LOCATIONS iE DETAILS
3 ANCHORING LOCATIONS h DETAILS
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21- MAX 36-M' MAX.
PANEL WIDTH 37-5" MAX
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SEE DETAIL
F SKE 2
ATTACHMENT oL7m
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY HAROLD E. RUPP, PE
FLORIDA #15935) WITH THE LOWEST (L AST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDEPOWOODSCREWSOR3/16- TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION.
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SHtM
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL - --
ANSI/AFB:PA NDA FOR SOUTHERN PINE LUMBER AND ACH_qNEMENT -
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
IYPI
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHORINSTALLATIONTRANSFERLOADSTOSTRUCTURE: 4-9/16" MIN JAMB
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LES•
u,=t, Via— _.
HARDWARF
1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2
CYUNDRICAL AND DEADLOCK HARDWARE TO BE INSTALLEDAT5-1/2' CENTERLINE MINIMUM WITH S' GRADE 1
ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED
ON LATCH SIDE OF ACTIVE DOOR PANEL - (1) AT TOP
AND (1) AT BOTTOM.
2. 4" X 4" FULL MORTISE BUTT HINGES.
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