HomeMy WebLinkAbout106 Garden Ct 16-1076 (int alt)APR o 7 2016
CITY OF SANFORD
RiV .C'1''•''1 — BUILDING & FIRE PREVENTION
D
PERMIT APPLICATION
1
Application No: I (D- I M
t
Documented Construction Value: $ A OCX "
Job Address: 1 oG G Historic District: Yes No.91
Parcel ID: '33 0 3o So i a= oogo Residential N Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: ND - A _ Teg-to>, ALTEt2ATlotvS
Plan Review Contact Person: Aa nL cI T Title:
Phone:0-1'SY1 1Qyy Fax: Email: AALU_--ATGfaC. COMA 1—.0
AProperty
Owner Information Name
A &" c x Phone: 1!O1 'SN 19 Street:
106 !gAiL' 'L- 1J ,-T Resident of property? : Y_ City,
State Zip: 3Z71 i Contractor
Information Name %
hu*p Lcst -
cT S Lr Phone: Street:
Fax: City,
State Zip: State License No.: p
Architect/
Engineer Information Name: '
t t w1 1" alu 1 Phone: 366 S3Z RC X:pStreet:
1060 E . _'TJQ DU S-T R_% NL_ QrK_ . SUITE U,) Fax: City,
St, Zip: O1ZnNGtti. GIi ti 27 (S E-mail: Bonding
Company: Mortgage Lender: Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 516 Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
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 at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
3/51/6
Sig of Owner gent Date
Ame -4J At- w -T
Print Owner/A2enl's Name i
Florida Date
DENNIS L HADD
t MY COMMISSION #FF100813
EXPIRES March 12, 2018
407) 398-0153 6rldallotaryService.
ner Qen is ersona comto Me or
Produced ID Type of ID
I—Ae
ontractor/Agent Date
Print ntractor/Agent's Name / —
20' AgAn
DENNIS L HADD
MY COMMISSION #FF100813
EXPIRES March 12, 2018
407)398-0153
Produced ID Type of ID
to Me or
S
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Ef Electrical Mechanical Plumbing Gas[] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING I UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING: tr'
COMMENTS: CL h) maUL YI o8 % Cal1'yrt C as descn- a
I A r )% V OL (Kini v o-
2 v ic es Coae. Revised:
June 30, 2015 ( (e,S Permit Application
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DIVISION
300 N. PARK AVENUE
SANFORD,f FLORIDA 32772
PHONE: 407.688.5150
FAx: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 10-1076
Date: April 19, 2016
Contact Person:
Contact Fax Number:
Contact E-mail Address: AAlbertCGC(-,gmail.com
Project Description: Residential Alterations
Job Address: 106 Garden Ct
The following is a list of the areas of the submitted plans that contained violations of the codes adopted by
the City of Sanford and enforced by the Building Division. The violations noted must be addressed before
the plans can be approved. Changes to plans shall be submitted on the same size format as the original
submittal. Changes to construction documents that require an Architect or Engineer's seal must be
submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental
information as requested.
COMMENTS:
1. Please submit two copies of an HVAC duct layout for the new rooms
FBC 107
Any error or omission in this plan review shall not be construed to grant approval of any violation of any oftheadoptedcodesormunicipalordinancesofthisjurisdiction.
Please direct any questions you may have to Steve Morey at 407-688-5065 or by E-mail atsteve.fioreY(a)sanfordflov . Respectfully,
Steve
Fiorey Residential
Plans Examiner
r agts
PPRAISER
scw+acaouvrr. Wawa
Parcel Information
Property Record Card
Parcel: 33-19-30.504-0000-0040
Owner. ALBERT AARON B & KALEIGH
Property Address: 106 GARDEN CT SANFORD, FL 32771
Parcel 33-1930-504-00004)040
Owner ALBERT AARON B d KALEIGH
Property Address 106 GARDEN CT SANFORD. FL 32771
Mailing 106 GARDEN CT SANFORD. FL 32771
Subdivision Name UPPLAND PARK
Tax District S7-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions
167.71 75
1
0 rn
t 9 ' C,4
N
5 `• A°`JV Z--- '
oo
0 fminole County GIS.•
Legal Description
LOT 4
UPPLAND PARK
PB 20 PG 5
Taxes
Value Summary
2016 Working
Values
2015 Ced&-d
Values
Valuation Method Cost/Market CosUMarket
Number of Buildings 1 1
Depredated Bldg Value 106,872 103.666
Depredated EXFT Value aw 5800
Land Value (Market) 32,000 4128,0W
Land Value Ag
Just/Market Value " 139,672 132,466
Portability Adj
Save Our Homes Adj 0 1$34.765
Amendment 1 Adj s0
P&G Adj s0 SO
Assessed Value 1$139.672 1$97,700
Tax Amount without SOH: $1,874.52
2015 Tax Bill Amount $1,166.98
Tax Estimator
Save Our Homes Savings: $707.54
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund
Schools
139,672
139,672
s0
1
SO
139,672
139,672
City Sanford _ 139,672 0 139,672
SJWM(Saint Johns Water Management) 139,672 s0 139,672
County Bonds 139,672 0 139,672
Sales
Description Date Book Page Amount Qualified Vacnmp
OUIT CLAIM DEED 12/1/2015 1 08610 0798 100 No Improved
SPECIAL WARRANTY DEED 101712009 107318 1803 3103,000 No Improved
CERTIFICATE OF TITLE 411/2009 07171 1329 s100 No Improved
OUIT CLAIM DEED 12/1/Y006 06540 0456 66,000 No Improved
WARRANTY DEED 1211/2005 06062 0024 215,000 Yes Improved
WARRANTY DEED 5f1/2004 05319 0392 154,000 Yes Improved
WARRANTY DEED 41112002 04399 0058 124,ODD Yes Improved
WARRANTY DEED 9/1/1993 02646 10311 75,0DD Yes Improved
WARRANTY DEED 111111977 01151 0478 I $34.000 Yes I Improved
Find Comparable Sales
Land
Method Frontage I Depth Units Units Price Land Value
LOT I 0.001 0.001 11 $32.000.00 I 532,000
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=33193050400000040 4/7/ m
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
14\
an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
I ` licensed in Florida and to list his or her license numbers on all permit and contracts.
1 understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in 1 year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed his herpersonoror employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
n
l7
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
n Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you1 i obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property Address: \ W C_%Q'?_CCQ C T . gs&- W '' D fL, 1-
I, AAIZZ J AOSOelci— , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
condition§ specified above.
vS jZ0 r16
of Qwaef-Builder Date
Form of Identification
Must be Photo ID)
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold Einal approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
THIS INSTRUMENT PREPARED BY:
Name: /AC ZG i4
Address: Fo-c
NOTICE OF COMMENCEMENT
Permit Number: 14P V 1 0 174P Parcel
ID Number: 33-19-30-504-0000-0040 I
I IIII IIIii IIIII IIIII illil Ilill Ilil till MARYANNE
MORSE SEMINOLE COUNTY CLERK.
OF CIRCUIT COURT 6 COMPTROLLER SK
8653 P9 763 (iP9s) CLERK'
S 4 2016029520 RECORDED
03/21/2016 10:51;09 AM RECORDING
FEES $10.00 RECORDED
BY hdev-jre '1 The
undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, following
information is provided in this Notice of Commencement. DLEO
D4Uppland &R'
rFgyd $Ugl description of the property and street address if available)ar
2.
GENERAL DESCRIPTION OF IMPROVEMENT: Shed
and Interior Renovations 3.
OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name
and address: Aaron and Kaleigh Albert 106 Garden Ct Sanford FL 32771 Interest
in property: Owner Fee
Simple Title Holder (if other than owner listed above) Name: Address:
4.
CONTRACTOR: Name: Aaron Albert (Self) Phone Number: 407-334-1944 Address:
5.
SURETY (If applicable, a copy of the payment bond Is attached): Name: Address:
Amount of Bond: 6.
LENDER: Name: Phone Number: Address:
1
APR
0 7 a Florida
Statdt6srthe 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)(a)7., Florida Statutes. Name:
Phone Number: Address:
8.
In addition, Owner designates of to
receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9.
Expiration Dale of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING
TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Si
naturo er or Lessee, or Owner's or Lessee's Azsd
Otllter/Olrector/Panner/Manager) State
of / "L 4,jie110A County of V 0 LU 113, The
foregoing Instrument was by
Name
of person AA
ka A L.EF1'r3--r Print
Name and Provide Signatory's Tlge/Ofte) before
me this I day of J APU4-1 .20 who
has produced Identification 0 type of Identification produced: A'
v:
4 ` '5 P•
l N.
s-o, nd;.;;(( 7,t- . 40T)
398-0153 DENNIS
L HADD MY
COMMISSION #FF100813 EXPIRES
March 12. 201 B FI
la . Rry Fe.com C1.
frYii'•TEIkov LIERIt !
1f Ti IE I COMPTROLLEII
O
5EMINOLE COI. Who
Is personally known to me,# OR
REQUIRED INSPECTION SEQUENCE
RP# //_ _ I.,-7i_
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
p Slab / Mono Slab Pre our
p Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
p Frame
Insulation Rough In
Firewall Screw Pattern
i O Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Zo Final Door
20 Final Window
Final Screen Room
Final Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final Building Other
Address: /tW— a Ap)*&J e-09--
ELECTRICAL PERMIT
Men Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min7 Max Inspection Description
PlumbingUnderground
Plumbing Sewer
7-10 Plumbing Tub Set
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Final
Men Max IIns echo® Description
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014
FORM R405-2014 RECORD COPY
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Reti Performance Method
Project Name: ALBERT RENOVATION Builder Name: OWNER INC
Street: 106 GARDEN COVE COURT
City, State, Zip: SANFORD FL, 32771
Permit Office: SANFORD
Permit Number:
41)
Owner. AARON 8 KALEIGH ALBERT 0Jurisdiction:
SNt4F0'
Design Location: FL, Sanford County:: SEMINOLE (Florida Climate Zone 2) OFPAVO"
1. New construction or existing Addition 9. Wall Types (384.0 sqft.) Insulation Area
2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 384.00 ft'
3. Number of units, if multiple family 1
b. N/A
c. N/A
R= ft'
R= ft'
4. Number of Bedrooms(Bedrms In Addition) 1(1) d. N/A R= ft'
5. Is this a worst case? No 10. Ceiling Types (288.0 sqft.) Insulation Area
a. Under Attic (Vented) R=30.0 288.00 ft'
6. Conditioned floor area above grade (ft') 288 b. N/A R= ft'
Conditioned floor area below grade (ft) 0
c. N/A R= ft'
11. Ducts R ft'
7. Windows(45.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 57.6
a. U-Factor. Dbl, U=0.40 45.33 ft'
SHGC: SHGC=0.25
b. U-Factor. N/A ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: a. Central Unit 42.5 SEER:14.00
c. U-Factor. N/A ft'
SHGC: 13. Heating systems kBtu/hr Efficiencyd. U-Factor. N/A ft' a. Electric Heat Pum p 39.0 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 1.333 ft.
Area Weighted Average SHGC: 0.250 14. Hot water systems - None required
8. Floor Types (286.0 sqft.) Insulation Area
a' Cap: N/A
a. Slab -On -Grade Edge Insulation R=0.0 288.00 ft' b. Conservation features
EF: 0.000
b. N/A R= ft'
c. N/A R= ft' 15. Credits CF, Pstat
Glass/Floor Area: 0.157 Total Proposed Modified Loads: 11.13
PASSTotalBaselineLoads: 12.36
I hereby certify that the plans and specifications covered by Review of the plans ands ST9TthiscalculationareicompliancewiththeaEnergy, specifications covered by this O,
T14E
Code. ' calculation indicates compliance,,
with the Florida Energy Code. rn,,,'•. : :.,L•,.,„ O
PREPARED BY: Before construction is completed
DATE: this building will be inspected for
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance Florida Statutes,
with the Florida Energy Code. G'OD WE
OWNER/AGENT: BUILDING OFFICIAL:,
DATE: __ _ _. _ _ _ DATE: -. .
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.2.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
1
5/4/2016 12:05 PM EnergyGaugeO USA - FlaRes2014 Section R405 4.1 Compliant Software Page 1 of 4
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 90
The lower the EnergyPerformance Index, the more efficient the home.
106 GARDEN COVE COURT, SANFORD, FL, 32771
1. New construction or existing Addition 9. Wall Types Insulation Area
2. Single family or multiple family Single-family a. Concrete Block - Int 'Insul, Exterior R=4.3 384.00 fta
3. Number of units, if multiple family 1
b. N/A R= ftac. N/A R= fta
4. Number of Bedrooms 1(1) d. N/A R= fta
5. Is this a worst case? No 10. Ceiling Types Insulation Area
a. Under Attic (Vented). R=30.0 288.00 fta
6. Conditioned floor area (fta) 288 b. N/A R= fta
7. Windows" Description Area c. N/A R= fta
a. U-Factor: Dbl, U=0.40 45.33 fta 11. Ducts R fta
SHGC: SHGC=0.25 a. Sup: Attic, Ret: Attic, AH: Main 6 57.6
b. U-Factor. N/A fta
SHGC: 12. Cooling systems kBtu/hr Efficiencyc. U-Factor: N/A fta a. Central Unit 42.5 SEER:14.00
SHGC:
d. U-Factor. N/A fta
SHGC: 13. Heating systems kBtu/hr Efficiency
Area Weighted Average Overhang Depth: 1.333 ft. a. Electric Heat Pump 39.0 HSPF:9.00
Area Weighted Average SHGC: 0,250
8. Floor Types Insulation Area 14. Hot water systems - None required
a. Slab -On -Grade Edge Insulation R=0.0 288.00 fta a. Ca p: WA
b. WA R= fta EF:
c. N/A R= fta b. Conservation features
15. Credits
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:
Address of New Home.
Date:
City/FL Zip:
CF, Pstat
O, -114E S7gT
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 see the EnergyGauge web site at energygauge.com for information and, a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's supportstaff. I
Label required by Section IR303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
5/4/201612:06 PM
t
EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2014
PROJECT
Title: ALBERT RENOVATION Bedrooms: 1 Aressd Type: Street Address
Building Type: User Conditioned Area: 288 L t #
Owner: AARON & KALEIGH ALBERT Total Stories: 1 B ock/SubDivision:
of Units: 1 Worst Case: No P tBook:
Builder Name: OWNER Rotate Angle: 0 S eet: 106 GARDEN COVE CPermitOffice: SANFORD Cross Ventilation: C unty: SEMINOLE
Jurisdiction: Whole House Fan: Ci State, Zip: SANFORD
Family Type: Single-family
New/Existing: Addition
FL, 32771
Comment:
CLIMATE
V
IECC Design Temp Int Design Tem Heating Design Daily TempDesignLocationTMYSiteZone97.5 % 2.5 % Winter Summe Degree Days Moisture Range
FL, Sanford FL_ORLANDO SANFOR 2 39 93 70 75 677 44 Medium
BLOCKS
Number _ Name Area Volume
1 Blockl 288 2592
SPACES
Number Name Area Volume _ Kitchen Occupants Bedrooms_ Infil ID Finished Cooled Heated
1 Main 288 2592 No 2 1 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter R-Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 48 It 0 288 fix 0.3 0 0.7
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck PitchTypeMaterialsArea _Area Color Absor. Tested Tested Insul. deg)
1 Hip Composition shingles 322 ft2 0 ft' Medium 0.85 No 0.9 No D 26.6
ATTIC
V/ Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 288 ft2 N N
CEILING
Ceiling Type Space R-Value _ Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 30 Blown 288 ft2 0.11 Wood
5/4/2016 12:06 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-2014
WALLS
AdjacentV #__Ornt ToNau 'vpa ace Cavity Width Height Sheathing Framing Solar BelowSpaceR_Value Ft—In_F-—.ln_..-Area—R-Value_F_raction. .Absor,.Gra °
1 S Exterior Concrete Block - Int Insul Main 4.3 12 8 96.0 fr 0 0.300000 0
2 N Exterior Concrete Block - Int Insul Main 4.3 12 8 96.0 ft' 0 0.300000 0
3 E Exterior Concrete Block - Int Insul Main 4.3 24 8 192.0 ftz 0 0.300000 0
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1 N 2 Vinyl Low-E Double Yes 0A 0.25 33.3 ftZ 1 ft 4 in 1 ft 4 in Drapestblinds Interior 5
2 E 3 Vinyl Low-E Double Yes 0.4 0.25 12.0 ft= 1 ft 4 in 1 ft 4 in Drapes/blinds Interior 5
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000286 216 11.86 22.3 .2087 5
HEATING SYSTEM
System Type Subtype— Efficiency Capacity Block Ducts
1 Electric Heat Pump None HSPF:9 39 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype _ _ _ Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit None SEER: 14 42.5 kBtu/hr 1417 cfm 0.79 1 sys#1
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model # Area Volume FEF
DUCTS
Supply — Return — Air CFM 25 CFM25 HVAC #
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 57.6 ft2 Attic 14.4 fP Default Leakage Main (Default) (Default) 1 1
5/4/2016 12:06 PM EnergyGauga® USA - FleRes2014 Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2014
TEMPERATURES
Nrogramable Thermostat: Y treeing Fans:
Cooling
Heating
Venting
Jan
Jan
Jan
Feb
Feb
Feb
f Mar
X Mar
X
J Apr
1 rjpr
J May
nriafi
XI Jun
1 Juni
Xj Jul
Jul
Aug
Aug
Xj Sep
t Sep
J Oct
va
Nov
x1 Nov
J Dec
1 uecMarlMayJunfiJulAugSepOc! Xl IYov 1 Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM
PM
78
80
78
80
78
78
78
78
78
78
78
78
78 78 80 80 80 80787878787878
Cooling (WEH) AM
PM
78
78
78
78
78
78
78
78
78
78
78 78 78 78 78 78 7878787878787878-
Heating (WD) AM
PM
66
68
66
68
66
68
66
68
66
68
68
68
68
68
68 68 68 68 68
68 68 68 66 66
Heating (WEH) AM
PM
66
68
66
68
66
68
66
68
66 68 68 68 68 68 68 686868686868686666
5/4/2016 12:06 PM EnerovGauae® USA - FlaRes2014 Section R405.4.1 COmoliant Software Pace 4 of 4
FORM,R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescriptive Methods
ADDRESS: 106 GARDEN COVE COURT Permit Number:
SANFORD , FL, 32771
IWIM um i vK T r%r_wuiKtmtN I S See individual code sections for full details.
Cl 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida lawSection553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of componentsinstalledinadwellingunit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plansandspecificationssubmittedtodemonstratecomplianceforthebuilding. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements ofSectionsR402.1 through R402.4.4.
O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The
sealing methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in
accordance with the manufacturers instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction.
Where required by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air
changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with
a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by anapprovedthirdparty. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping orotherinfiltrationcontrolmeasures;
2. Dampers including exhaust, intake, makeup air, backdraff and flue dampers shall be closed, but not sealed beyond Intendedinfiltrationcontrolmeasures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air.
O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm
per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 orAAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
0 R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance
with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -constructionorrough -in testing below.
Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section
553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following:
1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area
when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure. Allregisterbootsshallbetapedorotherwisesealedduringthetest.
2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested
at a pressure differential of 0.1 inches w.g. (2512a) across the system, including the manufacturers air handler enclosure. All registers shall be
taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm85Umin) per 100 square feet (9.29 m2) of conditioned floor area.
Exceptions:
1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope.
2. Duct testing is not mandatory for buildings complying by Section R405 of this code.
5/4/2016 12:06 PM EnergyGauge® USA - FIsRes2014 - Section R405.4.1 Corn Page 1 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.3 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 1057 (41'C)
or below 55'F (13'C) shall be insulated to a minimum of R-3.,
R403.3.1 Protection of piping Insulation.
0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily
accessible manual switch that can turn off the hot-water circulating pump when the system Is not in use.
0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3'A inches (89 mm) in the hot water distribution line and cold water line located as close as possibletothestoragetank.
0 R403.4.4 Water heater efficiencies (Mandatory).
0 R403.4.4.1 Storage water heater temperature controls
R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls
capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum
temperature setting range shall be from 100'F to 140'F (38'C to 60'C).
R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied
to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s)
of combustion types of service water heating systems to be turned off.
0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water
heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1.
R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in Installed solar water
heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
0 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation.
Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system Is not operating.
0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment.
0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors
which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation
such as standard kitchen and bathroom exhaust systems.
R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the
calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
5/4/201612:06 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value andshallnotbeusedforequipmentsizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This
selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for theloadcalculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature.
Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than thecalculatedtotalsensibleloadbutnotlessthan80percentofthatload.
2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity ofequipmentmaybesizedinaccordancewithgooddesignpractice.
O R403.6.1.2 Heating equipment capacity
R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section
R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load.
R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.6.1.
R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burnersshallnotbelessthanthedesignloadcalculatedinaccordancewithSectionR403.6.1.
O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on anIntermittentbasis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
D R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with SectionsC403andC404oftheCommercialProvisionsinlieuofSectionR403.
0 R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shallIncludeautomaticcontrolscapableofshuttingoffthesystemwhenthepavementtemperatureIsabove557, and no precipitation Is fallingandanautomaticormanualcontrolthatwillallowshutoffwhentheoutdoortemperatureisabove409F.
0 R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools andingroundspasshallbeasspecifiedinSectionsR403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energyrequirementsforportablespasshallbeinaccordancewithANSI/APSP-14.
O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted
outside the heater to allow shutting off the heater without adjusting the thermostat setting.
R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum
thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights.
R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordancewithAHRI1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory isrequiredtoverifyprocedurecompliance. Geothermal swimming pool heat pumps are not required to meet this standard.
O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to apresetscheduleshallbeinstalledonallheatersandpumps. Heaters, pumps and motors that have built in timers shall be deemed Incompliancewiththisequipment.
Exceptions:
1. Where public health standards require 24-hour pump operations.
2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation.
O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on oratthewatersurfaceoraliquidcoverorothermeansproventoreduceheatloss.
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump orsolarenergysourcecomputedoveranoperatingseason.
1 RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps In permanently installed lighting fixtures shall behigh -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lightsR405.2 Performance ONLY. All ducts not entirely Inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type orconcretedeckroofsdonothavesufficentspace, R-10 is allowed.
5/4/201612:06 PM EnergyGauge® USA - FlaRes2014 -Section R405.4.1 Corn Page 3 of 3
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Prescriptive and Performance Method
Project Name: ALBERT RENOVATION Builder Name: OWNER
Street: 106 GARDEN COVE COURT Permit Office: SANFORD
City, State, Zip: SANFORD , FL, 32771 Permit Number:
Design Location: FL, Sanford Jurisdiction.
Cond. Floor Area:: 288 sq.ft. Cond. Volume: 2592 cu ft.
Envelope Leakage Test Results
Regression Data:
C: -- — — n: — — . R: — — —
Single or Multi Point Test Data
HOUSE PRESSURE FLOW:
cfm
2
Pa
Pa cfm
3 Pa cfm
4 Pa cfm
5 Pa cfm
cfm6Pa
Leakage Characteristics
CFM(50): _
ELA:
EgLA:
ACH:
ACH(50):
SLA:
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hourinClimateZones1and2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2inchesw.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the
test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of allpenetrationsofthebuildingthermalenvelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or otherinfiltrationcontrolmeasures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltrationcontrolmeasures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirements'in
accordance with Section R402.4.1.2.
SIGNATURE:
PRINTED NAME:
DATE:
Where required by the code official,
testing shall be conducted by an
approved third party. A written
report of the results of the test shall
be signed by the third party
conducting the test and provided to
the code official.
BUILDING OFFICIAL:
DATE:
O, THE ST'1T
Wit
0 #1
y
sk a
1,
Op WE
5/4/2016 12:07 PM Energy0augee USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2014
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: ALBERT RENOVATION Builder Name: OWNER
Street: 106 GARDEN COVE COURT Permit Office: SANFORD
City, State, Zip: SANFORD , FL, 32771 Permit Number:
Owner: AARON & KALEIGH ALBERT Jurisdiction:
Design Location: FL, Sanford
COMPONENT CRITERIA CHECK
Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier.
Breaks or joints in the air barrier shall be sealed.
Air -permeable insulation shall not be used as a sealing material.
Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier shall be sealed.
Access openings, drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed.
Corners and headers shall be insulated and the junction of the foundation
Walls and sill plate shall be sealed.
The junction of the top plate and the top or exterior walls shall be sealed.
Exterior thermal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier.
Knee walls shall be sealed.
Windows, skylights and doors The space between window/door jambs and framing and skylights and
framing shall be sealed.
Rim joists Rim joists are insulated and include an air barrier.
Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside
and cantilevered floors) of subfloor decking.
The air barrier shall be installed at any exposed edge of Insulation.
Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently
attached to the crawlspace walls.
Exposed earth in unvented crawl spaces shall be covered with a Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or
unconditioned space shall be sealed.
Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled
by insulation that on installation readily conforms to the available cavity
Spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be
air tight, IC rated, and sealed to the drywall.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in
exterior walls, or insulation that on installation readily conforms to available
space shall extend behind piping and wiring.
Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air
barrier installed separating them from the showers and tubs.
Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or
air sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub -floor or drywall.
Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have
gasketed doors
CIA/9MIG 4-2 M2 ou rive cnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1
Manual S Compliance Report Job: 106 GARDEN COVE COURT
Date: APRIL 27, 2016
Entire House RECORD COPY By: TRICIA HIGGINS
SPEEDY CALC'S LLC
Plan: INSIDE RENOVATION
2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-5495 Fax: 407 322-5788 Email: SPEEDYCALCS®YAHOO.COM Web: WWW.SPEEDYCALCS.COM
For: AARON & KALEIGH ALBERT
106 GARDEN COVE COURT, SANFORD, FL 32771
Design Conditions
Outdoor design DB: 93.0°F Sensible gain: 30100 Btuh
Outdoor design WB: 75.1 OF Latent gain: 5493 Btuh
Indoor design DB: 75.0°F Total gain: 35593 Btuh
Indoor RH: 50% Estimated airflow: 1417 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Rheem Model: RP1442AJ1+RH1T4821STAN
Actual airflow: 1417 cfm
Sensible capacity: 29609 Btuh 98% of load
Latent capacity: 8081 Btuh 147% of load
Total capacity: 37690 Btuh 1060/6 of load SHR: 79%
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 31253 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Rheem Model: RP1442AJ1+RH1T4821STAN
Actual airflow: 1417 cfm
Output capacity: 42500 Btuh 1360/6 of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1417 cfm
Output capacity: 0 kW 0% of load Temp. rise: 0 OF
The above equipment was selected in accordance with ACCA Manual S.
Entering coil DB: 75.6°F
Entering coil WB: 62.8°F
JM-DING
SANFORO
16-1076
Entering coil DB: 69.8"F
Capacity balance: 36 OF
Economic balance: -99 OF
C Wrl htSoft• 2016-May-0412:1942
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tDocumenis\Wrightsoft HVAC%106 GARDEN COURT.rup Cale - W8 Front Door faces: S
Project Summary
Entire House
SPEEDY CALC'S LLC
Job: 106 GARDEN COVE COURT
Date: APRIL 27, 2016
By: TRICIA HIGGINS
Plan: INSIDE RENOVATION
2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS®YAHOO.COM Web: WWW.SPEEDYCALCS.COM
For: AARON & KALEIGH ALBERT
106 GARDEN COVE COURT, SANFORD, FL 32771
Notes:
Design Information
Weather: Orlando Sanford AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 38 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 27956 Btuh Structure 25952 Btuh
Ducts 3296 Btuh Ducts 4148 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 31253 Btuh Use manufacturers data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 30100 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 4722 Btuh
Ducts 771 Btuh
Heating Cooling Central vent (0 cfm) 0 Btuh
Area (ft') 1872 1872 Equipment latent load 5493 Btuh
Volume (ft) 15336 15336
Air changes/hour 0.38 0.20 Equipment total load 35593 Btuh
Equiv. AVF (cfm) 97 51 Req. total capacity at 0.79 SHR 3.2 ton
Heating Equipment Summary Cooling Equipment Summary
Make Rheem Make Rheem
Trade RHEEM; RUUD Trade RHEEM; RUUD
Model RP1442AJ1 Cond RP1442AJ1
AHRI ref 7489180 Coil RH1T4821STAN
AHRI ref 7489180
Efficiency 9 HSPF Efficiency 11.5 EER, 14 SEER
Heating input Sensible cooling 33575 Btuh
Heating output 39000 Btuh @ 47°F Latent cooling 8925 Btuh
Temperature rise 25 OF Total cooling 42500 Btuh
Actual air flow 1417 cfm Actual air flow 1417 cfm
Air flow factor 0.045 cfm/Btuh Air flow factor 0.047 cfm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.85
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
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2016-May-0412.19:42
Page 1
t• ...%DocumentstWrigMsofl HVAC%106 GARDEN COURT.rup Calc - MJB Front Door tares S
Component Constructions
Entire House
SPEEDY CALC'S LLC
Job: 106 GARDEN COVE COURT
Date: APRIL 27, 2016
By: TRICIA HIGGINS
Plan: INSIDE RENOVATION
2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS®YAHOO.COM Web: WWW.SPEEDYCALCS.COM
For: AARON & KALEIGH ALBERT
106 GARDEN COVE COURT, SANFORD, FL 32771
Location: Indoor: Heating Cooling
Orlando Sanford AP, FL, US Indoor temperature (OF) 70 75
Elevation: 56 ft Design TD (OF) 28 18
Latitude: 29°N Relative humidity (%) 50 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 22.9 38.1
Dry bulb ('F) 42 93 Infiltration:
Dailyrange ('F) - 17 ( M) Method Simplified
Wet bulb (OF) - 75 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
r MLAMF.'F W.'FIBbb Bohm' Btuh MWIP Btuh
Walls
BLOCK WALL R3: Blk wall, 8" thk n 281 0.333 3.0 9.22 2594 8.62 2425
e 107 0,333 3.0 9.22 987 8.62 923
s 252 0.333 3.0 9.22 2324 8.62 2173
s 64 0.333 3.0 9.22 590 8.62 552
w 284 0.333 3.0 9.22 2620 8.62 2449
all 988 0.333 3.0 9.22 9115 8.62 8523
CONCRETE BLOCK R4 3: Blk wall, brk 4" ext, 4" thk, 1/2" gypsum boardn 101 0.232 4.3 6.43 649 6.01 607
int fnsh a 204 0,232 4.3 6.43 1311 6.01 1226
s 135 0.232 4.3 6.43 868 6.01 811
all 440 0.232 4.3 6.43 2828 6.01 2644
Partitions
none)
Windows
1 D-c2om: 2 glazing, clr outr, air gas, mill no brk frm mat, clr innr, 1/4" n 9 0.870 0 24.1 217 22.6 204
gap, 1/8" thk; 50% blinds 45', medium; 50% outdoor insect screen; 2 It
overhang (3 It window ht, 1.4 ft sep.); 6.67 It head ht
1D-c2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" n 9 0.870 0 24.1 217 22.6 204
gap, 1/8" thk; 500/9 blinds 45', medium; 50% outdoor insect screen; 12 It
overhang (3 ft window ht, 1.4 It sep.); 6.67 It head ht
1 D-c2om: 2 glazing, clr outr, air gas, mill no brk frm mat, clr innr, 1/4" n 18 0.870 0 24.1 434 22.6 408
gap, 1/8" thk; 50% blinds 45', medium; 50% outdoor insect screen; 2 ft
overhang (6 ft window ht, 1.4 ft sep.); 6.67 It head ht w 36 0,870 0 24.1 868 57.7 2076
all 54 0.870 0 24.1 1301 46.0 2484
1D-c2om: 2 glazing, clr outr, air gas, mill no brk fret mat, clr innr, 1/4" n 18 0.870 0 24.1 434 22.6 408
gap, 1/8" thk; 50% blinds 45', medium; 50% outdoor insect screen; 12 It
overhang (6 It window ht, 1.4 It sep.); 6.67 ft head ht
2016-May-0412:19:42wrihtsoft' 9 Right -Suite® Universal 2017 17.0 03 RSU08373 Page 1m,. Wocuments%Wrightsoft HVACt106 GARDEN COURT.rup Calc = MJ8 Front Door faces: S
1 D-c2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr innr, 1/4" n 41 0.870 0 24.1 983 22.6 924
gap, 1/81' thk; 50% blinds 45', medium; 50% outdoor insect screen; 12 ft
overhang (6.8 ft window ht, 1.4 ft sep.); 6.67 ft head ht
CODE MINIMUM: 2 glazing, cir low-e outr, argon gas, insulated vinyl frm n 34 0.400 0 11.1 377 9.94 338
mat, clr innr, 1/2" gap, 1/4" thk; 50% blinds 45', medium; 50% outdoor
insect screen; 1.4 ft overhang (6.8 ft window ht, 1.4 ft sep.); 6.67 ft
head ht
CODE MINIMUM: 2 glazing, cir low-e outr, argon gas, insulated vinyl frm a 12 0.400 0 11.1 133 22.8 274
mat, clr innr, 1/2" gap, 1/4" thk; 50% blinds 45', medium; 50% outdoor
insect screen; 2 ft overhang (2 ft window ht, 1.4 ft sep.); 6.67 ft head
ht
1 D-c2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr innr, 1/4" s 30 0.870 0 24.1 723 22.6 679
gap, 1/8" thk; 50% blinds 45', medium; 50% outdoor insect screen; 2 ft
overhang (5 ft window ht, 1.4 ft sep.); 6.67 ft head ht
CODE MINIMUM: 2 glazing, cir low-e outr, argon gas, vnl frm mat, cir s 30 0.400 0 11.1 332 100 301
innr, 1/2" gap, 1/4" thk; NFRC rated (SHGC=0.25); 50% blinds 45',
medium; 50% outdoor insect screen; 2 It overhang (5 ft window ht, 1.4
ft sep.); 6.67 ft head ht
Doors
11J0: Door, mtl fbrgl type a 21 0.600 6.3 16.6 349 18.5 389
Ceilings
16B-19ad. Attic ceiling, asphalt shingles roof mat, r-19 ceil ins, 1/2" 1584 0.049 19.0 1.36 2150 2.67 4222
gypsum board int fnsh
16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 288 0.032 30.0 0.89 255 1,74 501
gypsum board int fnsh
Floors
22A-11pl: Bg floor, light dry soil, on grade depth 204 0.989 0 27.4 5589 0 0
2016-May-04 12:19:42
Ait wrightSOW Right -Suite® Universal 2017 17 0.03 RSU08373 Page 2Z& . Mocuments\Wrightsoft HVAC1106 GARDEN COURT rup Calc = MJ8 Front Door faces. S
AED Assessment
Entire House
SPEEDY CALC'S LLC
Job: 106 GARDEN COVE COURT
Date: APRIL 27, 2016
By: TRICIA HIGGINS
Plan: INSIDE RENOVATION
2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email SPEEDYCALCS@YAHOO.COM Web: WWW.SPEEDYCALCS.COM
Project• •
For: AARON & KALEIGH ALBERT
106 GARDEN COVE COURT, SANFORD, FL 32771
Location:
Orlando Sanford AP, FL, US
Elevation: 56 ft
Latitude: 29ON
Outdoor: Heating Cooling
Dry bulb ("F) 42 93
Dailyrange (°F) - 17 ( M
Wet bulb (° F) - 75
Wind speed (mph) 15.0 7.5
Indoor: Heating
Indoor temperature (°F) 70
Design TD (°F) 28
Relative humidity (°k) 50
Moisture difference (gr/lb) 22.9
Infiltration:
Test for Adequate Exposure Diversity
Fbudy Gazing Load
Vw d Cqr
HouM / Av gv i AM"
Maximum hourly glazing load exceeds average by 33.0%.
House does not have adequate exposure diversity (AED), based on AED limit of 30%.
AED excursion: 197 Btuh (PFG-1.3*AFG)
Cooling
75
18
50
38.1
r 1 htsoft• 2016-May-04 12:19 42
W 9 Right -Suite® Universal 2017 17.0.03 RSU08373 Page 1
Documents\Wrightsoft HVAC%106 GARDEN COURT.rup Calc - MJ8 Front Door faces: S
Right -A) Worksheet
Entire House
SPEEDY CALC'S LLC
Job: 106 GARDEN COVE COURT
Date: APRIL 27, 2016
By: TRICIA HIGGINS
Plan: INSIDE RENOVATION
2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS®YAHOO.COM Web: WWW SPEEDYCALCS.COM
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Entire House
204.0 R
82 fl
1872.0 fit
BATH 2
4.0 R
8.0 fl heallcool
90 x 4.0 R
36.0 f 1'
Ty Construction
number
U-value
Bluh/ft'-•F
Or I HTM
Bluh/Its I Area (ft')
or perimeter (R) I Load
Btuh) I Area (fY)
or perimeter (fl) I Load
Stuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
11
BLOCK WALL R3
1 Dc2om
1 D-c2om
ID-c2om
ID-c2om
1 Dc2om
CONCRETE BLOCK
SQgE MINIMUM
BLOCK WALL R3
11J0
CONCRETE BLOCK
SPRE MINIMUM
BLOCK WALL R3
1 Dc2om
CODE MINIMUM
BLOCK WALL R3
CONCRETE BLOCK
RkCf-K WALL R3
1 Dc2om
168-19ad
168-30ad
22A-tpl
0.333
0.870
0.870
0.870
0.870
0.870
0.232
0.400
0 333
0.600
0,232
0.400
0.333
0.870
0.400
0.333
0.232
0 333
0.870
0.049
0.032
0.989
n
n
n
n
n
n
n
n
a
a
a
a
s
s
s
s
s
w
w
922
24.10
24.10
24.10
2410
24.10
6.43
11.08
9.22
16.62
6.43
11.08
9.22
24.10
11.08
9.22
6.43
9.22
24.10
1.36
0.89
27.40
8.62
22.65
22.65
22.65
22.65
22.65
6.01
9.94
8.62
15.54
6.01
22.81
8.62
22.65
10.05
8.62
6.01
6.62
57.66
2.67
1.74
0.00
376
9
9
18
18
41
135
34
128
21
216
12
312
30
30
64
135
320
36
1584
288
1872
281
0
0
0
0
0
101
0
107
21
204
3
252
60
60
64
135
284
3
1584
288
204
2594
217
217
434
434
983
649
377
987
349
1311
133
2324
723
332
590
868
2620
868
2150
255
5589
2425
204
204
406
408
924
607
338
923
389
1226
274
2173
679
301
552
811
2449
2076
4222
501
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
32
0
36
0
36
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
32
0
36
0
4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
295
0
49
0
110
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
276
0
96
0
0
G
Vy
O
Vi/
G
W
W
C
C
F
61 c) AED excursion 1197 14
Envelope loss/gain I 25W3 222921 1 1 454 358
12 j a) Infiltration
b) Room ventilation
2954
0
1010
0
56
0
19
0
13 Internal gains: Occupants ® 230 5 1150 0 0
Appliancesiother 1500 0
Subtotal (Imes 6 to 13) 27956 25952 5101 377
14
15
Less external bad
Less transfer
Redistribution
Subtotal
Duct loads 12% 16%
0
0
0
27956
3296
0
0
0
25952
4148 12% 16%
0
0
90
600
71
0
0
83
460
72
I I loadAotarequxed (cfm) I I I 31457I 4o7I I I 6 70 I 535I
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
wrightsoft-
Right-SufteO Universal 2017 17.0.03 RSU08373 2016-May-04 12:19.42
Page 1Documents\Wrightson HVAC\706 GARDEN COURT.rup Cak = MJ8 Front Door faces: S
Right-M Worksheet
Entire House
SPEEDY CALC'S LLC
Job: 106 GARDEN COVE COURT
Date: APRIL 27, 2016
By: TRICIA HIGGINS
Plan: INSIDE RENOVATION
2805 STATEN DRIVE, DELTONA, FL 32738 Phone. 407 314-8495 Fax: 407 322-5788 Email. SPEEDYCALCSQYAHOO.COM Web, WWW.SPEEDYCALCS.COM
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
BEDROOM 4
24.0 R
5.0 R heal/cool
12.0 x 12.0 R
144.0 fit
BEDROOM 5
24.0 R
8.0 R heat/cool
12.0 x 12.0 R
144 0 fit
y Construction
number
U-value
Bluh/Ita-•F
Or HTM
Btuh/ft
Area (fig) a
or perimeter (R)
Load
Btuh)
Area arIorperimeterete(R)
ad
h) I Btu
Heat Cool Gross NIP/S Heat Cool Gross NIPS Heat Cool
6
1 1
BLOCK WALL R3
1 D-c2om
ID-c2om
1 D-c2om
1 D-c2om
1 D-c2om
CONCRETE BLOCK
GpQE MINIMUM
BLOCK WALL R3
11J0
CONCRETE BLOCK
6OBE MINIMUM
BLOCK WALL R3
ID-c2om
CODE MINIMUM
BLOCK WALL R3
CONCRETE BLOCK
RkCf-K WALL R3
ID-c2om
16B-19ad
168-30ad
22A-tpl
0.333
0.870
0.870
0.870
0.870
0.870
0,232
0.400
0.333
0.600
0,232
0.400
0.333
0.870
0.400
0.333
0,232
0.333
0.870
0.049
0.032
0,989
n
n
n
n
n
n
n
n
a
a
a
a
s
s
s
s
s
w
w
922
24.10
24.10
24.10
24.10
24.10
6.43
1108
9.22
16.62
6.43
11.08
9.22
24.10
11.06
9.22
6.43
9.22
24.10
1.36
0.89
27.40
6.62
22.65
2265
22.65
22.65
22.65
6.01
994
8.62
18.54
6.01
22.81
8.62
22.65
10.05
8.62
6.01
8.62
57.66
2.67
1.74
0.00
0
0
0
0
0
0
0
0
0
0
0
0
96
0
15
0
0
96
0
144
0
144
0
0
0
0
0
0
0
0
0
0
0
0
81
0
15
0
0
96
0
144
0
24
0
0
0
0
0
0
0
0
0
0
0
0
747
0
166
0
0
886
0
195
0
657
0
0
0
0
0
0
0
0
0
0
0
0
699
0
151
0
0
828
0
384
0
0
0
0
0
0
0
0
0
0
96
0
0
0
96
0
15
0
0
0
0
144
0
144
0
0
0
0
0
0
0
0
96
0
0
0
81
0
15
0
0
0
0
144
0
24
0
0
0
0
0
0
0
0
886
0
0
0
747
0
166
0
0
0
0
195
0
657
0
0
0
0
0
0
0
0
828
0
0
699
0
151
0
0
0
0
384
0
0
G
try
D
t--0
G
W
W
f G'
C
C
F
61 c) AED excursion 84 84
Envelope loss/gain 2652 1977 1 1 2652 1977
12 a) Infiltration
b) Room ventilation
336
0
115
0
336
0
115
0
13 Internal gains: Occupants ® 230 1 230 1 230
Applianceslother 0 0
Subtotal (lines 6 to 13) 2988 2322 2988 2322
14
15
Less external load
Less transfer
Redistribution -
Subtotal
Duct loads 12% 16%
0
0
68
3056
360
0
0
62
2384
373 12% 16%
0
0
270
3258
384
0
0
248
2570
402
I I Air reed (ctm) I I I 3155I 2130I I I 3165I 21400I
Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed
Wr19~o
Rig ht-Suite® Universal 2017 17.0.03 RSUD8373 2016 May-04 1Page 2
1Documents1Wnghtsoft HVAC%106 GARDEN COURT.rup Calc = MJ8 Front Door faces: S
Right-M Worksheet
Entire House
SPEEDY CALVS LLC
Job: 106 GARDEN COVE COURT
Date: APRIL 27, 2016
By: TRICIA HIGGINS
Plan: INSIDE RENOVATION
2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web WWW.SPEEDYCALCS COM
1 Room name FOYER M.
2 Exposed wall 40 n 3.0 n
3 Room height 8.0 ft heat/cool 9.0 ft heat/cool
4
5
Room dimensions
Room area
15.0 x 4 0 n
60.0 f Y
3.0 x 14.0 ft
42.0 f t'
Ty Construction U-value Or I HTM I Area (ft,) I Load Area (ft.) Load
numberI BtuWftk-F) Btuhtfla) or perimeter (ft) Btuh) or perimeter (n) I (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 111 BLOCK WALL R3 0.333 n 9.22 8.62 0 0 0 0 0 0 0 0
1 D-c2om 0.870 n 24.10 22.65 0 0 0 0 0 0 0 0
1 D-c2om 0.870 n 24.10 22.65 0 0 0 0 0 0 0 0
1 D-c2om 0.870 n 2410 22.65 0 0 0 0 0 0 0 0
11 1 Ds2om 0.870 n 2410 22.65 0 0 0 0 0 0 0 0
1 D-c2om 0.870 n 24.10 22.65 0 0 0, 0 0 0 0 0
Vy
G
CONCRETE BLOCK 0.232 n 6.43 6.01 0 0 0 0 27 27 174 162
69RE MINIMUM 0.400 n 11.08 9.94 0 0 0 0 0 0 0 0
W BLOCK WALL R3 0 333 a 9.22 8.62 32 11 101 95 0 0 0 0
p 111.10 0.600 a 16.62 18.54 21 21 349 389 0 0 0 0
W
t-G
CONCRETE BLOCK 0.232 a 6.43 6.01 0 0 0 0 0 0 0 0
BODE MINIMUM 0.400 a 1108 22.81 0 0 0 0 0 0 0 0
BLOCK WALL R3 0.333 s 9.22 8.62 0 0 0 0 0 0 0 0
ID-c2om 0.870 s 24.10 22.65 0 0 0 0 0 0 0 0
CODE MINIMUM 0.400 s 11.08 10.05 0 0 0 0 0 0 0 0
W BLOCK WALL R3 0.333 s 9.22 862 0 0 0 0 0 0 0 0
W CONCRETE BLOCK 0.232 9 6.43 6.01 0 0 0 0 0 0 0 0
1y
C,
RkCjjCK WALL R3 0.333 w 9.22 8.62 0 0 0 0 0 0 0 0
1 D-c2om 0.870 w 24.10 57.66 0 0 0 0 0 0 0 0
C 18B-19ad 0.049 1.36 2.67 60 60 81 160 42 42 57 112
C 16B-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0
F 22A-lpl 0.989 27.40 0.00 60 4 110 0 42 3 82 0
61 c) AED excursion 23 28
Envelope loss/gain 642 621 1 1 313 248
12 j a) Infiltration 56 19 47 16
b) Room ventilation 0 0 0 0
13 Internal gams Occupants ® 230 0 0 2 460
Appliances/other 0 0
Subtotal (lines 6 to 13) 698 640 360 724
Less external bad 0 0 0 0
Less transfer 0 0 0 0
Redistribution 698 640 360 724
14 Subtotal 0 0 0 0
15 Duct loads 12% 16% 0 0 12% 18% 0 0
I I aaroom load 001 Airrequired (cfm) I I I OI 0I I I 0 Calculations
approved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsOft'
Right-
Sulte19 Universal 2017 17.0.03 RSU08373 2016-May-04 12:19:42 Page
3 Documents\
Wrightson HVAC\706 GARDEN COURT.rup Calc = MJ8 Front Door faces. S
Right -A) Worksheet
Entire House
SPEEDY CALC'S LLC
Job: 106 GARDEN COVE COURT
Date: APRIL 27, 2016
By: TRICIA HIGGINS
Plan: INSIDE RENOVATION
2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCSGYAHOO.COM Web VWWV.SPEEDYCALCS.COM
1 Room name M BATH SITTING
2
3
Exposed wall
Room height
14.0 R
9.0 R heat/cool
8.0 R
8.0 R heal/cool
4
5
Room dimensions
Room area
1.0 x 105.0 R
105.0 fY
1.0 x 116.0 R
116.0 its
Ty
I
Construction
number
U-value
Btuh/ft -'F
Or I HTM
sBtuh/ft) I Area (its)
or perimeter (it) I Load
Btuh) I Area (it')
or perimeterpe ' (R) I Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 N1 BLOCK WALL R3
1Dc2om
1 Dc2om
0.333
0.870
0.870
n
n
n
9.22
24.10
24.10
8.62
22.65
22.65
0
0
0
0
0
0
0
0
0
0
0
0
64
0
0
46
0
0
424
0
0
397
0
0
11
ID-c2om
1 Dc2om
0 670
0.870
n
n
24.10
24.10
22.65
22.65
0
0
0
0
0
0
0
0
0
18
0
0
0
434
0
406
1 D-c2om
CONCRETE BLOCK
r?QQE MINIMUM
0.870
0.232
0 400
n
n
n
24.10
6.43
11.08
22.65
601
9.94
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vy
O
W
G
BLOCK WALL R3
11J0
CONCRETE BLOCK
6WBE MINIMUM
BLOCK WALL R3
0.333
0.600
0.232
0.400
0.333
a
a
a
a
s
9.22
16.62
6.43
1108
9.22
8.62
18.54
6.01
22.81
8.62
0
0
45
0
0
0
0
45
0
0
0
0
289
0.
0
0
0
270
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1Dc2om
CODE MINIMUM
0.870
0.400
s
s
24.10
11.08
22.65
10.05
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
W
V)/
BLOCK WALL R3
CONCRETE BLOCK
AQCK WALL R3
0.333
0.232
0.333
s
s
w
9.22
6.43
9.22
8.62
6.01
8.62
0
81
0
0
81
0
0
521
0
0
487
0
0
0
0
0
0
0
0
0
0
0
0
0
1Dc2om
16B-19ad
160-30ad
22A-tpl
0.870
0.049
0 032
0.989
w 24,10
1.36
0.89
27.40
57.66
2.67
1.74
0.00
0
0
105
105
0
0
105
14
0
0
93
384
0
0
183
0
0
116
0
116
0
116
0
8
0
157
0
219
0
309
0
0
C
C
F
61 c) AED excursion 35 40
Envelope loss/gain 1286 904 1 1 12351 1073
12 a) Infiltration 221 75 112 38
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants G 230 0 0 0 0
Appliancesiother 0 0
Subtotal (lines 6 to 13) 1507 980 1347 1112
Less external load 0 0 0 0
14
15
Less transfer
Redistribution
Subtotal
Dud loads 12% 18%
0
172
1679
198
0
125
1105
197 12% 16%
0
214
1561
184
0
387
1499
234
II uI dm) I I 78I 857361I I I 177I 9 172Airreqied82 Calculationsaooroved
by ACCA to meet all requirements of Manual J 8th Ed h -fid-
wrightsoft-
Right -Suite® Universal 2017 17.0,03 RSU08373 2016-May-041 Page4 Documents\
Wrightsoft
HVAC%106 GARDEN COURT.rup Cale = MJ8 Front Door faces: S
Right-M Worksheet
Entire House
SPEEDY CALC'S LLC
Job: 106 GARDEN COVE COURT
Date: APRIL 27, 2016
By: TRICIA HIGGINS
Plan: INSIDE RENOVATION
2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email SPEEDYCALCS®YAHOO.COM Web, WWW.SPEEDYCALCS.COM
1 Room name LAUNDRY BEDROOM 2
2
3
Exposed wall
Room height
80 It
8.0 R heat/cool
24.0 It
8.0 It heat/cool
4
5
Room dimensions
Room area
1.0 x 76.0 R
76.0 It'
1.0 x 138.0 R
138.0 ft'
Ty Construction U-value Or I HTM I Area (ft') I Load I Area (ft') Load
numberI Btuh/ft'-'F Btuh/ft') or perimeter (R) Btuh) or perimeter (R) I (Btuh)
Heat Cool Gross WPIS Heat Cool Gross NIPIS Heat Cool
6 BLOCK WALL R3
1Dc2om
ID-c2om
0.333
0,870
0.870
n
n
n
9.22
24.10
24.10
8.62
22.65
22.65
0
0
0
0
0
0
0
0
0
0
0
0
96
0
0
78
0
0
719
0
0
673
0
0
11
ID-c2om
1 D-c2om
0870
0 870
n
n
2410
24.10
22.65
22.65
0
0
0
0
0
0
0
0
18
0
0
0
434
0
408
0
1 D-c2om
CONCRETE BLOCK
FD@E MINIMUM
0.870
0.232
0.400
n
n
n
24.10
6.43
11.08
22.65
601
9.94
0
0
0
0
0
0
0,
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t-0
O
BLOCK WALL R3
11J0
0.333
0.600
a
a
9.22
16.62
8.62
18.54
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0
t-G
CONCRETE BLOCK
BODE MINIMUM
BLOCK WALL R3
0.232
0 400
0.333
a
a
s
6.43
11.08
9.22
601
22.81
8.62
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1 Dc2om
CODE MINIMUM
0.870
0.400
s
s
24.10
11.08
22.65
10.05
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
W
V+l
I
BLOCK WALL R3
CONCRETE BLOCK
RkWK WALL R3
0.333
0.232
0.333
s
s
w
9.22
6.43
9.22
8.62
6.01
8.62
64
0
0
64
0
0
590
0
0
552
0
0
0
0
96
0
0
78
0
0
719
0
0
673
1 D-c2om
160-19ad
16B-30ad
22A-tpl
0 870
0.049
0.032
0.989
w 24.10
1.36
0.89
27.40
57.66
2.67
1.74
0.00
0
76
0
76
0
76
0
8
0
103
0
219
0
203
0
0
18
138
0
138
1
138
0
24
434
187
0
657
1038
368
0
0
C
C
F
61 c) AED excursion 1-281 1 1 1 382
Envelope We/gain 913 727 1 1 3151 3541
12 a) Infiltration 112 38 336 115
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants ® 230 0 0 0 0
Applianceslother 0 0
Subtotal (lines 6 to 13) 1025 765 3488 3656
Less external load 0 0 0 0
14
Less transfer
Redistribution
Subtotal
0
137
1162
0
100
865
0
0
3488
0
0
3656
15 Duct loads 12% 16% 137 135 12% 16% 411 572
II Ah
al room ad I I I 129999I 1000I I I 3478999914127I
Calculations aDoroved by ACCA to meet all requirements of Manual J 8th Ed
c wrights4aTt- Right -Suite® Universal 201717.003RSU08373 2016-May-0412:19:42
I•G
Documents\Wrightson HVAC\706 GARDEN COURT.rup Calc = MJ8 Front Door faces: S
Page 5
Right-M Worksheet
Entire House
SPEEDY CALC'S LLC
Job: 106 GARDEN COVE COURT
Date: APRIL 27, 2016
By: TRICIA HIGGINS
Plan: INSIDE RENOVATION
2805 STATEN DRIVE, DELTONA, FL 32738 Phone 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS®YAHOO.COM Web: WWW.SPEEDYCALCS.COM
1 Room name KITCHEN BEDROOM 3
2 Exposed wall 20.0 11 12.0 It
3 Room height 8.0 ft heal/cool 8.0 It heal/cool
4
5
Room dimensions
Room area
1.0 x 198.0 it
198.0 fig
1.0 x 210.0 If
210.0 ft•
Ty Construction U-value Or HTM Area M) I LoadI Area (ft) I Load
numberI Btuh/ft'-'FI Btuh/IN) or perimeter (11) Stuh) or perimeter (11) I (Btuh)
Heat Cool Gross NIP/S Heat Cool Gross WPIS Heat Cool
6 BLOCK WALL R3
1 Dt2om
0.333
0.870
n
n
922
2410
6.62
22.65
180
0
110
0
1016
0
950
0
0
0
0
0
0
0
0
0
1 D-c2om 0 870 n 24.10 22.65 9 0 217 204 0 0 0 0
11
ID-c2om
ID-c2om
0.870
0.870
n
n
24.10
24.10
2265
22.65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G
1 D-c2om
CONCRETE BLOCK
6PRE MINIMUM
0.870
0.232
0.400
n
n
n
24.10
6.43
11.08
22.65
6.01
9.94
41
0
0
0
0
0
933.
0
0
924
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1y
1-4
W
p
BLOCK WALL R3 0.333 a 9.22 8.62 0 0 0 0 0 0 0 0
11J0 0.600 a 16.62 15.54 0 0 0 0 0 0 0 0
W CONCRETE BLOCK
BODE MINIMUM
BLOCK WALL R3
0.232
0 400
0.333
a
a
s
6.43
11 08
9.22
6 01
22.01
862
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
Vy
1 D-c2om
CODE MINIMUM
0.870
0.400
s
a
24.10
11.08
22.65
10.05
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
W
f
BLOCK WALL R3
CONCRETE BLOCK
RkCjCK WALL R3
0 333
0.232
0.333
s
s
w
9 22
6.43
9.22
8.62
6.01
8.62
0
0
0
0
0
0
0
0
0
0
0
0
0
0
96
0
0
78
0
0
719
0
0
673
1 D-c2om
16B-19ad
165-30ad
0.870
0.049
0.032
w 24.10
1.36
0.89
57.66
2.67
1.74
0
195
0
0
198
0
0
269
0
0
528
0
18
210
0
1
210
0
434
285
0
1038
560
0
C
C
F 22A-tpl 0.989 27.40 0.00 198 20 548 0 210 12 329 0
61 c) AED excursion 1 1151 1 1 1 511
Envelope loss/gain 30331 24911 1 1 176571 2782
12 j a) Infiltration 280 96 168 58
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants 230 0 0 230
Appliances/other 600 0
Subtotal (lines 6 to 13) 3314 3187 1935 3069
Less external load 0 0 0 0
14
Less transfer
Redistribution
Subtotal
0
0
3314
0
0
3187
0
172
2107
0
172
3241
15 Duct loads 12% 16% 391 498 12% 16% 248 507
I Tot a loadcfm) IAir I I 3168I 31773I I I 2107 I 3176I
Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed
wrightsaft
Rig ht-Suite® Universal 2017 17.0.03 RSU08373 2016-May-04 12:19:42
Page 6
Documents\VVrightsofl HVAC\708 GARDEN COURT.rup Cak = MJB Front Door faces: S
Right-M Worksheet
Entire House
SPEEDY CALC'S LLC
Job: 106 GARDEN COVE COURT
Date: APRIL 27, 2016
By: TRICIA HIGGINS
Plan: INSIDE RENOVATION
2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS®YAHOO.COM Web: WVWV.SPEEDYCALCS.COM
1 Room name BATH LIVING
2
3
4
5
Exposed wall
Room height
Room dimensions
Room area
7.0 11
8.0 it heal/cool
7.0 x 9.0 it
63.0 fig
15.0 ft
8.0 it heal/cool
10 x 309 0 it
309.0 1t'
Ty
I
Construction
number
U-value
Stuh/ft'-'F
Or I HTM
Btuh/ft-) I Area (ft')
or perimeter (R) I Load
Bluh) I Area
or perimeter (11)
Load
Bluh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
11
W BLOCK WALL R3
ID-c2om
ID-c2om
1 D-c2om
7 D-c2om
7 Dc2om
CONCRETE BLOCK
QyiQE MINIMUM
BLOCK WALL R3
111.10
CONCRETE BLOCK
BODE MINIMUM
BLOCK WALL R3
1D-c2om
CODE MINIMUM
BLOCK WALL R3
CONCRETE BLOCK
AVClCK WALL R3
7 D-c2om
1613-79ad
768-30ad
22A-lpl
0.333
0.870
0.870
0.870
0.870
0.870
0.232
0.400
0.333
0.600
0.232
0.400
0.333
0.870
0.400
0 333
0.232
0.333
0.870
0.049
0.032
0.989
n
n
n
n
n
n
n
n
e
a
a
a
s
s
s
s
s
w
w
9.22
24.10
24.10
24.10
24.10
24.10
6.43
11.08
922
16.62
6.43
11.08
9.22
24.10
11.08
9.22
6.43
9.22
2410
1.36
0.89
27.40
8.62
22.65
22.65
22.65
22.65
22.65
6.01
9.94
8.62
18.54
6.01
22.81
8.62
22.65
10.05
8.62
6.01
8.62
57.66
2.67
1.74
0.00
56
9
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
63
0
63
47
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
63
0
7
434
217
0
0
0
0
0
0
0
0,
0
0
0
0
0.
0
0
0
0.
86
0
192
405
204
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
168
0
0
0
0
0
0
0
0
0
0
0
0
0
0
120
30
0
0
0
0
0
309
0
309
0
0
0
0
0
0
0
0
0
0
0
0
90
30
0
0
0
0
0
309
0
15
0
0
0
0
0
0
0
0
0
0
0
0
830
723
0
0
0
0
0
419
0
411
0
0
0
0
0
0
0
0
0
0
0
0
776
679
0
0
0
0
0
824
0
0
try
t--D
W
W
C
C
F
61 c) AED excursion 28 114
Envelope loss/gain 928 749 1 1 23831 2166
12 a) Infiltration
b) Room ventilation
98
0
34
0
210
0
72
0
13 Internal gains Occupants ® 230 0 0 0 0
Appliances/other 0 900
Subtotal (lines 6 to 13) 1026 782 2594 3138
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 12% 16%
0
0
0
1026
121
0
0
0
782
122 12% 16%
0
0
123
2716
320
0
0
123
3260
510
I I Total room load IAirrequired (cfm) I I 114 9051 I I 30371 3777I
Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed
WtrlghtsOTt' Right -Suite® Universal 2017 17.0.03 RSU06373 2016 May 04 12:19:
Page 7DowmentsWVrighisoftHVACN06GARDENCOURT.rup Cak = MJ8 Front Door faces: S
Right -Al Worksheet
Entire House
SPEEDY CALC'S LLC
Job: 106 GARDEN COVE COURT
Date: APRIL 27, 2016
By: TRICIA HIGGINS
Plan: INSIDE RENOVATION
2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email, SPEEDYCALCSCYAHOO.COM Web: WWW.SPEEDYCALCS.COM
1 Room name AC L
2 Exposed wall 0 1t 0 R
3 Room height 8.0 It heat/cool 8.0 11 heallcool
4
5
Room dimensions
Room area
3.0 x 3.0 1t
9.0 it,
3.0 x 3.0 R
9 0 ft,
Ty Construction U-value Or I HTM I Area (ft') I Load I Area (ft') Load
numberI Btuh/ft -•F Btuwft) or perimeter (ft) Btuh) or perimeter (R) I (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 1 BLOCK,WALLR3 0.333 n 9.22 862 0 0 0 0 0 0 0 0
1 D-c2om 0.870 n 24.10 22.65 0 0 0 0 0 0 0 0
1 D-c2om 0.870 n 24.10 22.65 0 0 0 0 0 0 0 0
1 D-c2om 0.870 n 24.10 2265 0 0 0 0 0 0 0 0
G11 1 D-c2om 0.870 n 24.10 22.65 0 0 0 0 0 0 0 0
1 D-c2cm 0.870 n 24.10 22.65 0 0 0 0 0 0 0 0
t-G
CONCRETE BLOCK 0.232 n 643 6.01 0 0 0 0 0 0 0 0
OPRE MINIMUM 0.400 n 11.08 9.94 0 0 0 0 0 0 0 0
Vy BLOCK WALL R3 0.333 a 9.22 8.62 0 0 0 0 0 0 0 0
L-D 11J0 0,600 a 16.62 16.54 0 0 0 0 0 0 0 0
t-G
CONCRETE BLOCK 0.232 a 6.43 6.01 0 0 0 0 0 0 0 0
6WBE MINIMUM 0.400 a 11.08 2281 0 0 0, 0 0 0 0 0
BLOCK WALL R3 0.333 s 9.22 8.62 0 0 0 0 0 0 0 0
1 D-c2om 0.870 s 24.10 22.65 0 0 0 0 0 0 0 0
CODE MINIMUM 0.400 s 11.08 10.05 0 0 0 0 0 0 0 0
W BLOCK WALL R3 0.333 s 9.22 8.62 0 0 0 0 0 0 0 0
W CONCRETE BLOCK 0.232 s 6.43 6.01 0 0 0 0 0 0 0 0
Vy Rk%CK WALL R3 0.333 w 9.22 8.62 0 0 0 0 0 0 0 0
1 D-c2om 0 870 w 24.10 57.66 0 0 0 0 0 0 0 0C,
C 168-19ad 0.049 1.36 2.67 9 9 12 24 9 9 12 24
C 16B-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0
F 22A-tpl 0.989 27.40 0.00 9 0 0 0 9 0 0 0
61 c) AED excursion 1 1
Envelope loss/gain 12 23 1 1 12 23
12 a) Infiltration 0 0 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants 230 0 0 0 0
Applianceslother 0 0
Subtotal (lines 6 to 13) 12 23 12 23
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 12 23 12 23
14 Subtotal 0 0 0 0
15 Duct loads 12% 16% 0 0 12% 16% 0 0
I I Total01Airreguired (dm) I I I 0I 0I I I 0 I 0
Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed.
wlrightsoft,
Right -Suite® Universal 201717.0.03 RSU08373
2016-May-0412:19.42
Page 8
Documents\Wrightsoft HVACN06 GARDEN COURT.rup Calc = MJ8 Front Door faces: S
Right-M Worksheet
Entire House
SPEEDY CALLS LLC
Job: 106 GARDEN COVE COURT
Date: APRIL 27, 2016
By: TRICIA HIGGINS
Plan: INSIDE RENOVATION
2805 STATEN DRIVE, DELTONA, FL 32736 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: WVWV.SPEEDYCALCS.COM
1 Room name WC BEDROOM
2 Exposed wall 8.0 ff 26.0 8
3 Room height 9.0 it heal/cool 9.0 fl heaVcool
4
5
Room dimensions
Room area
3.0 x 5.0 it
15.0 f t'
12.0 x 14.0 It
168 0 fit
Ty Construction U-value Or I HTM I Area (ft') I Load I Area (fix) Load
numberI Stuh/ft'-'F Btuh/ft) or perimeter (fi) Btuh) or perimeter (R) I (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 BLOCK WALL R3 0,333 n 9.22 8.62 0 0 0 0 0 0 0 0
1 D-c2om
ID-c2om
0.870
0.870
n
n
24.10
24.10
22.65
22,65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G11
ID-c2om
1 D-c2om
0.870
0.870
n
n
24.10
24.10
22.65
22.65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1 D-c2om
CONCRETE BLOCK
SPQE MINIMUM
0.870
0.232
0 400
n
n
n
24.10
6.43
11.08
22.65
6.01
9.94
0
0
0
0
0
0
0
0
0
0
0
0
0
108
34
0
74
0
0
476
377
0
445
338
Vy
L-
Vy BLOCK WALL R3
11J0
0.333
0.600
e
a
922
16.62
8.62
18.54
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0D
VY
t--G
CONCRETE BLOCK
BODE MINIMUM
BLOCK WALL R3
0.232
0.400
0.333
a
a
s
6.43
11.08
9 22
6.01
2281
8.62
45
0
0
45
0
0
289
0
0
270
0
0
126
12
0
114
2
0
733
133
0
665
274
0
1 D-c2om
CODE MINIMUM
0.870
0.400
s
s
24 10
11.08
22.65
10.05
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
W
BLOCK WALL R3
CONCRETE BLOCK
RkWK WALL R3
0.333
0.232
0.333
s
s
w
922
6.43
9.22
8.62
6.01
8.62
0
27
0
0
27
0
0
174
0
0
162
0
0
0
0
0
0
0
0
0
0
0
0
0
1 D-c2om
16B-19ad
1613-30ad
0 870
0.049
0.032
w 24 10
1.36
0.69
57.66
2.67
1.74
0
0
15
0
0
15
0
0
13
0
0
26
0
0
168
0
0
168
0
0
149
0
0
292
C
C
F 22A-tpl 0.989 27.40 0.00 15 8 219 0 168 26 712 0
61 c) AED excursion 18 76
Envelope loss/gain 6951 441 1 1 2579 1958
12 j a) Infiltration 126 43 410 140
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants ® 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 821 484 2989 2098
Less external load 0 0 0 0
14
Less transfer
Redistribution
Subtotal
0
0
821
0
0
484
0
180
3169
0
362
2460
Duct loads 12% 18% 97 87 12% 18% 374 440I15
L I load
Airrequi d (cfm) I I I 942161 527I I I 3561
I 2136I Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wri9~
tsof Right -Suite® Universal 2017 17.0.03 RSU08373 2016-May-0412:19:42 Page
9 Documents\
Wrightsoft HVAC\706 GARDEN COURT.rup Calc = MJ8 Front Door faces: S
Right-M Worksheet
Entire House
SPEEDY CALC'S LLC
Job: 106 GARDEN COVE COURT
Date: APRIL 27, 2016
By: TRICIA HIGGINS
Plan: INSIDE RENOVATION
2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email. SPEEDYCALCS@YAHOO.COM Web WWW.SPEEDYCALCS.COM
1 Room name
2 Exposed wall 3.0 It
3 Room height 9.0 ft heal/cool
4 Room dimensions 3.0 x 10.0 ft
5 Room area 30.0 f N
Ty Construction U-value Or I HTM I Area (III) I Load I Area Load
numberI Btuh/ftl F Btuh/ft') or perimeter 01) Btuh) or perimeter I
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 BLOCK WALL R3 0.333 n 9.22 862 0 0 0 0
1 D-c2om 0.870 n 24.10 22.65 0 0 0 0
1 D-c2om 0.870 n 24.10 22.65 0 0 0 0
ID-c2om 0.870 n 24.10 22.65 0 0 0 0
G11 ID-c2om 0.870 n 24.10 22.65 0 0 0 0
1 D-c2om 0.870 n 24.10 22.65 0 0 0 0
try
G
CONCRETE BLOCK 0.232 n 6.43 6.01 0 0 0 0
r?pQE MINIMUM 0 400 n 11.08 9.94 0 0 0 0
try
D
BLOCK WALL R3 0.333 a 9.22 8.62 0 0 0 0
11J0 0.600 a 18.82 18.54 0 0 0 0
W
T--G
CONCRETE BLOCK 0.232 a 6.43 6.01 0 0 0 0
SOPE MINIMUM 0.400 a 11.06 22.81 0 0 0 0
BLOCK WALL R3 0.333 s 9.22 8.62 0 0 0 0
ID-c2om 0.870 s 24.10 22.65 0 0 0 0
CODE MINIMUM 0.400 s 11.08 10.05 0 0 0 0
W BLOCK WALL R3 0.333 s 9.22 8.62 0 0 0 0
W CONCRETE BLOCK 0.232 s 6.43 6.01 27 27 174 162
try
1
Rk(JCCK WALL R3 0.333 w 9.22 8.62 0 0 0 0
1 D-c2om 0.870 w 2410 5766 0 0 0 0
C 16B-19ad 0.049 1.36 2.67 30 30 41 80
C 1613-30ad 0.032 0.59 1.74 0 0 0 0
F 22A-tpl 0.989 27.40 0.00 30 3 82 0
Gj c) AED excursion 9
Envelope loss/gain 1 296 233
12 a) Infiltration 47 16
b) Room ventilation 0 0
13 Internal gains: Occupants @ 230 0 0
Appliancesiother 0
Subtotal (lines 6 to 13) 344 249
Less external load 0 0
Less transfer 0 0
Redistribution 344 249
14 Subtotal 0 0
15 Duct bads 12% 18% 0 0
I I '' dAirI I I 0I 0I 1 1 1 1 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft'
2016-May-04 12:19.42 Right-
SuRe®Universel 2017 17.0.03 RSU08373 Page 10 vocumentsWightsoft
HVAC%106 GARDEN COURT.rup Calc = MJ8 Front Door faces: S
BATH
BEDROOM 2 10 x 6
52 C6n
cm
12 x 10
199 chn
r
BEDROOM 3 ®I12x10
176 Cfm 9
Sheet 1
14"
2-
1e x 1e
KITCHEN
12 x 10
173 Cfm
24x20
1417 Cfm
LIVING
12 x 10
177 cfm
12 x BATH 2 FOY R
30 Cfm !
12x8 10x10 Ox10 12x8
155 Cfm 165 Cfm
BEDROOM BEDROOM
1s 14
10x6
82 Cfm
SITTING M. ZBEDROOM
12 x 12
CM 161 Cfm
8x4 ® 12x6
59 cfm 85 cfmJLAUNDRY
M BATH
8 XC4
Job #: 106 GARDEN COVE COURT
SPEEDY CALVS LLC Scale: 1 : 104
Performed by TRICIA HIGGINS for: Page 18HALBERT
106 GARDEN COVE COURT 2805 STATEN DRIVE RightSuiteO Universal 2017
SANFORD, FL 32771 DELTONA, FL 32738 17.0.03 RSU08373
Phone: 407 314-8495 Fax: 407 322-5788 2016-May-04 12:20:25
WWW.SPEEDYCALCS.COM SPEEDYCALCS@YAHOO.... ...htsoft HVAC%106 GARDEN COUR...
Duct System Summary Job: 106 GARDEN COVE COURT
Date: APRIL 27, 2016
Entire House By: TRICIA HIGGINS
SPEEDY CALC'S LLC Plan: INSIDE RENOVATION
2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: WWW.SPEEDYCALCS.COM
Project• •
For: AARON & KALEIGH ALBERT
106 GARDEN COVE COURT, SANFORD, FL 32771
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.50 in H2O
0.31 in H2O
0.19 in H2O
0.094 / 0.094 in H2O
0.116 in/100ft
1417 cfm
161 ft
Cooling
0.50 in H2O
0.31 in H2O
0.19 in H2O
0.094 / 0.094 in H2O
0.116 in/100ft
1417 cfm
I Supply Branch Detail Table
Name
Design
Btuh)
Htg
MITI)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
BATH h 905 52 43 0 0 Ox 0 VIFx 0 0
BATH 2 h 532 30 25 0 0 Ox 0 VIFx 0 0
BEDROOM h 2900 161 136 0 0 Ox 0 VIFx 0 0
BEDROOM 2 C 4227 177 199 0 0 Ox 0 VIFx 0 0
BEDROOM 3 C 3747 107 176 0 0 Ox 0 VIFx 0 0
BEDROOM 4 h 3416 155 130 0.116 7.0 Ox 0 VIFx 26.0 135.0 st1
BEDROOM 5 h 3642 165 140 0.129 7.0 Ox 0 VIFx 15.0 130.0 st1
KITCHEN C 3685 168 173 0 0 Ox 0 VIFx 0 0
LAUNDRY h 1000 59 47 0 0 Ox 0 VIFx 0 0
LIVING C 3770 138 177 0 0 Ox 0 VIFx 0 0
M BATH h 1302 85 61 0 0 Ox 0 VIFx 0 0
SITTING C 1733 79 82 0 0 Ox 0 VIFx 0 0
WC h 571 42 27 0 0 Ox0 VIFx 0 0
Supply Trunk Detail Table
Name
Trunk
Type
Htg
Cfm)
Clg
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
st1 Peak AVF 320 270 0.116 724 9.0 0 x 0 VinlFlx
C wri ht5oft' 2016-May-0412:19:44
9 Right -Suite® Universal 2017 17.0.03 RSU08373
Page 1
Documents\Wrightson HVAC%106 GARDEN COURT.rup Calc = MJ8 Front Door faces: S
o Return Branch Detail Table
Name
Grill
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb2 Ox 0 1417 1417 0 0.100 537 22.0 Ox 0 VIFx
t wri htSOft• 2016-May-0412:19:449Right-SuRe®Univ erse1201717.0.03RSU08373 ..
VocumentsMIrightsofl HVAC%106 GARDEN COURT.rup Calc = MJ6 Front Door faces: S
Paget
4b
AAMA
Validator I Operations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
JELD-WEN Windows & Doors Ov DiNG
P.O. Box 1329
Klamath Falls, OR 97601 #
1 c — 1 O Y4p `ORD
Attn: Jason Kantola
1 v
gRTr
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.
The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTED
AAMAIWDMA/CSA 101II.S.2/A440-08
R-PG35'-914x2134 (36x84)-H
COMPANY AND CODE CPD NO.
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTEDDESCRIPTION
BUILDERS VINYL (V-2500)
FRAME SASHJELD-WEN Windows & Doors TILT SH
Code: JW
5785 PVC)(O/X)(OG)(INS GL) 914 mm x 2134 mm 865 mm x 1065 mm
MODIF)(REINF)(TILT)(ASTM)
3'0" x 7'0") 6' 2'10" x 3")
2. This Certification will expire December 20, 2016 (extended from December 20, 2014 per AAMA 106-14) and requires validation until
then by continued listing in the current AAMA Certified Products Directory.
3. Product Tested and Reported by: National Certified Testing Laboratories
Report No.: SJW2010-179
Date of Report: January 17, 2011
Date: August 1, 2014 (Amended September 8, 2014)
Cc: AAMA
JGS
ACP-04 (Rev. 1/11)
Validated for Certification
h,.AaL
oci ted Laboratories, Inc.
Authorized for Certification
T
Ameri Architectural Manufacturers Association
i Ap AiaW
i
TYMAL ELEVATION WrN FASMEY SPAC046
Installation Notes:
1. Seal flange/frame to substrate.
2. Use #8 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1' into
the wood framing. For 2X wood frame substrate (min. S.G. = 0.42).
3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads
to the structure. The host structure is the responsibility of the architect or engineer of record for the
project of installation.
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure up to the size limitations
noted. It is not intended as a guide to the installation process and does
not address he sealing consideration that may arise in different wall
conditions. For the complete installation procedure, see the instructions
packaged with the window or go to
www.jeld-wen.conVresourcesfinstallabon.
NAIL FIN INSTALLATION
MIX DISTANCE'
FOR EDGE: 3/4•
2x WOOD
FRAME
1' MIN.
EMBEDMENT
1/4' MAX
SHIM SPACE
JAMB SECTION (TYP)
HORIZONTAL SECTION
NOTE C&A Musa MO" FWV A WMA OT—q
BUILDERS VINYL SINGLE HUNG
Max Frame I DP RATING IMPACT
36 x 84 35 NO
General Notes:
1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria
of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida
Building Code(FBC) and the industry requirement for the stated conditions.
2. All glazing shall conform to ASTM E1300.
3. At minimum, glazing shall be single strength annealed insulating glass.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is required where wind bourne debris protection is mandated by local
building code.
7. Maximum saes are buck sizes and do not include fin or flange.
05/13/13 3250 Lakeport Blvd
tWL]j)VMAVMBY: vex c• Klamath Falls, OR. 97601
D. Vezo NTSN Phone: (541) 882-3451
DISCLAIMER:
This drawing and its contents are confidential and are not to be
reproduced or copied in whole or in part or used or disclosed to others
APPROVED BY: Builders Vinyl Tilt Single Hung
Nail Fin Installation (36" x 84")
DM499
NAIL FIN INSTALLATION
MIN. DISTANCE
FOR EDGE: 3/4'
11/2'MIN EMBEDMENT
zx
wAENi
2X WOOD FRAME FR
MIN DISTANCE
FOR EDGE. 3/4-
3SHIMv4•MAX
SPACE1vz•
MnEMBEDMFRAMEJ5HZSECTION (TYP) 1
VERTICAL SECTION0 0000
1/
4• MAX 91SHIMSPACEJAMB SECT•IO,N(TYP) 3HORIZONTAL
SECTION MIN.
DISTANCE NOTE: CAA t.1 a N." F&.W A W4W 0Pn" FOR
EDGE: 31C Installation
Notes: 1.
Seal flange/frame to substrate. 2.
Use #8 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 1/2' into
the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3.
Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to
the structure. The host structure is the responsibility of the architect or engineer of record for the project
of installation. This
schedule addresses only the fasteners required to anchor the window
to achieve the rated design pressure up to the size limitations noted.
It is not intended as a guide to the installation process and does not
address he sealing consideration that may arise in different wall conditions.
For the complete installation procedure, see the instructions packaged
with the window or go to www.
jeld-wen.com/resourcesrinstallafion. DISCLAIMER:
This
drawing and its contents are confidential and are not to be reproduced
or copied in whole or in part or used or disclosed to others except
as authorized by JELD-WEN Inc. Digitally
signed by Hermes F. Norero, P.E. Reason:
I am approving this document Date:
2013A6.04 07:36.34 -04'00' 2X
WOOD FRAME 1
1/2' MTN. EMBEDMENT BUILDERS
VINYL FIXED WINDOW Max
Frame I DP RATING IMPACT 72
x 72 +/-50 NO General
Notes: 1.
The product shown herein is designed, tested and manufactured to comply with the wind load criteria of
the adopted Intemational Building Code(IBC), the International Residential Code(IRC), the Florida Building
Code(FBC) and the industry requirement for the stated conditions. 2.
All glazing shall conform to ASTM E1300. 3.
At minimum, glazing shall be single strength annealed insulating glass. 4.
Use structural or composite shims where required. 5.
Installation methods can be interchanged within the same opening. 6.
An impact protective system is required where wind boume debris protection is mandated by local building
code. 7.
Maximum sizes are buck sizes and do not include fin or flange. Q .••
i 7 _
PMECTENGINEER:
DATE: 05/
24/2013 5CXL1
NTS
3250
Lakeport Blvd YVT
V
Klamath Falls, OR. 97601 Phone: (
541) 882-3451 DRAWN
BY: D.
Vezo ED
J. Kantola TT =
OP: • D6
7739
Builders Vinyl
Fixed with Track Filler Window Nail Fin
Installation (72" x 72") APPROVED BY:
PART OIECTNo:
398 99e
4 IDENTIFIER
NO.
SIW2013-047-
F PLANT NAME
AND LOCATION: C CAD
DWG.
No.: REV: 00 SHEET
1OF4
Installation Notes:
1. Seal flange/frame to substrate.
2. Use #8 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 1/2'
into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42).
3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads
to the structure. The host structure is the responsibility of the architect or engineer of record for the
project of installation.
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure up to the size limitations
noted. It is not intended as a guide to the installation process and does
not address he sealing consideration that may arise in different wall
conditions. For the complete installation procedure, see the instructions
packaged with the window or go to 7
www.jeld-wen.com/resourcesriinstallation.
DISCLAIMER:
This drawing and its contents are confidential and are not to be OQ;:
reproduced or copied in whole or in part or used or disclosed to others
except as authorized by JELD-WEN Inc. Sea
S9e
Er
Q
Xe 336
THROUGH FRAME
INSTALLATION
1 1/2' MIN.
EMBEDMENT
1/4' MAX
3
SHIM SPADE
MIN. DISTANCE ZFORE06E: 3/4'
1
JAMB SECTION (TYP)
HORIZONTAL SECTION
BUILDERS VINYL FIXED WINDOW
Max Frame I DP RATING IMPACT
72 x 72 +/-50 NO
General Notes:
1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria
of the adopted International Building Code(ISC), the International Residential Code(IRC), the Florida
Building Code(FBC) and the industry requirement for the stated conditions.
2. All glazing shall conform to ASTM E1300.
3. At minimum, glazing shall be single strength annealed insulating glass.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is required where wind boume debris protection is mandated by local
building code.
7. Maximum sizes are buck sizes and do not include fin or flange.
PROJECT ENGINEER: DATE: 3250 Lakeport Blvd06/03/2013 TVT
ORAYM BY: SCALE, DVENKlamath Falls, OR. 97601
D. Vezo NTS J Phone: (541) 882-3451
CHECKED BY: TR1E:
J. Kantola
APPROVED BY: Builders Vinyl Fixed with Track Filler Window
P RTPR ,:
Through Frame Installation (72" x 72")
0w/39
IDENTIFIER N0. W Wf NAME AND KOCATIDN: CAD DWG. Na: REV: SNEET
SIW2013-047-F c 00 2 of 4
Io s ore. tax
nau
aoeFRANZkin
TIBBIrwc
L
rumor UVIN (TB• WAX)
TYPICAL ELEVATION WITH FASTENER SPACING
MIN DISTANCE
FOR EDGE: l' In•
ad'. MA30MY
BLOCK
2
4 a .. 1 v4• MITL
ar 3 EMBEDMENT
n.
v4• MAx
SHIM SPACE
r- FRAME SECTION (TYP)
VERTICAL SECTION
v4• MAX
SWIM SPACE
4
V 1 1/4• MIN
V EMBEDMENT
4 '
2 4 MASONRY
a BLOCK
MW.DISTANM
FOR EDGE; 2 VT
Installation Notes:
1. Seal flange/frame to substrate.
2. Use 3116" Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum
of 1 114" into concrete or masonry at each location with a 2112" min from edge distance. For concrete
min. fc = 3000psi) or masonry substrate (CMU shall adhere to ASTM C90).
3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads
to the structure. The host structure is the responsibility of the architect or engineer of record for the
project of installation.
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure up to the size limitations
noted. It is not intended as a guide to the installation process and does
not address he sealing consideration that may arise in different wall
conditions. For the complete installation procedure, see the instructions
packaged with the window or go to
www.jeWwen.com/resourcesrinstallafion.
DISCLAIMER:
This drawing and its contents are confidential and are not to be
reproduced or copied in whole or in part or used or disclosed to others
except as authorized by JELD-WEN Inc.
0%1tdA. '111///
O
Lr
W
lit
sse MASONRY
INSTALLATION 1
1/4• MIN EMBEDMENT
1/
4• AW Q
3 SKM SPACE o
a e
2 o
MIN.
DISTANCE °• FOR
EDGE• 21/2' ° ' ' MASONRY
BLOCK
JAMB
SECTION (TYP) HORIZONTAL
SECTION BUILDERS
VINYL FIXED WINDOW Max
Frame I DP RATING IMPACT 72
x 72 +/-50 NO General
Notes: 1.
The product shown herein is designed, tested and manufactured to comply with the wind load criteria of
the adopted Intemational Building Code(IBC), the International Residential Code(IRC), the Florida Building
Code(FBC) and the industry requirement for the stated conditions. 2.
All glazing shall conform to ASTM E1300. 3.
Al minimum, glazing shall be single strength annealed insulating glass. 4.
Use structural or composite shims where required. 5.
Installation methods can be interchanged within the same opening. 6.
An impact protective system is required where wind bourne debris protection is mandated by local building
code. 7.
Maximum sizes are buck sizes and do not include fin or flange. 3250
Lakeport Blvd 06/03/2013 JMDAWEN DRAWNBY: SCALE Klamath Falls, OR. 97601 D.
Vezo NTS Phone: (541) 882-3451 aeo®
aY: TITLE: J.
Kantola APPROVED
BY: Builders Vinyl Fixed with Track Filler Window v
EQ Masonry
Installation (72" x 72") PD
UO/9 IDENTIFIER
H(L PIANr NAME.. LOCATION: CAD OwG. No.: REV: SHEET SJW2013-
047-F C 00 J OF 4
Min embedment
1 of three threads
Pw frame 16 gauge min
2
Steel Stud
1/4' MAX
SHIM SPACE
FRAME SECTION (TYP)
VERTICAL SECTION
1/4' MAX
SHIM SPACE
3
2 Is gouge min
Stec Stud
1
Min. embedment
of three threads
Post frame
Installation Notes:
1. Seal flangelframe to substrate.
2. For anchoring into metal framing use #8 TEK Self Tapping screws with sufficient length to achieve a
minimum embedment of three threads past the frame thickness. Steel substrate min.l8ga., fy = 33 ksi.
3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads
to the structure. The host structure is the responsibility of the architect or engineer of record for the
project of installation.
This schedule addresses only the fasteners required to anchor the ,` 11 t c iA. '
11111windowtoachievetherateddesignpressureuptothesizelimitations *
noted. It is not intended as a guide to the installation process and does Or -
not address he sealing consideration that may arise in different wall t
conditions. For the complete installation procedure, see the instructions ZZ
packaged with the window or go to 7
www.jeld-wen.com/resourcesrinstal[aUon.
DISCLAIMER:
This drawing and its contents are confidential and are not to be 0,. •'eel OP;:
reproduced or copied in whole or in part or used or disclosed to others
except as authorized by JELD-WEN Inc. aea
STEEL INSTALLATION
18 gauge min
Steel Stud
1/4" MAX
SHIM SPACE
Min. embedment
of three threads
past frame
JAMB SECTION (TYP)
HORIZONTAL SECTION
BUILDERS VINYL FIXED WINDOW
Max Frame I DP RATING IMPACT
72 x 72 +/-50 NO
General Notes:
1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria
of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida
Building Code(FBC) and the industry requirement for the stated conditions.
2. All glazing shall conform to ASTM E1300.
3. At minimum, glazing shall be single strength annealed insulating glass.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is required where wind bourne debris protection is mandated by local
building code.
7. Maximum sizes are buck sizes and do not include fin or flange.
VKUJMi enmmeex:
MVM BY:
D. Vezo
CHECKED BY:
J. Kantola
Er APPROVED BY:
cr
PART PRO]
998 IDENTIFIER Na
SJW2013-04
3250 Lakeport Blvd06/03/2013
Klamath Falls OR. 97601scAlF
NTS I Phone: (541) 882-3451
Builders Vinyl Fixed with Track Filler Window
Steel Installation (72" x 72")
NAME AND LOCATION: I CAD DWG. Na: I REV: 00 I SHEET
4 OF 4
Validator/ Operations Administrator)
JELD-WEN Windows & Doors
P.O. Box 1329
Klamath Falls, OR 97601
Attn: Jason Kantola
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/WDMA/CSA 101/I.S.2/A440-08
R-PG50-1829x1829 (72x72)-FW
COMPANY AND CODE CPD NO.
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
BUILDERS VINYL PW (7657)
JELD-WEN Windows S Doors W/TRACK FILLER
FRAME
Code: JW
10889
PVC)(0)(OG)(INS GL)
1829 mm x 1829 mm
ASTM)
6'0" x 6'0")
2. This Certification will expire May 1, 2017 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
3. Product Tested and Reported by: National Certified Testing Laboratories
Report No.: SJW2013-047
Date of Report: May 17, 2013
Date: May 20, 2013
Cc: AAMA
JGS
ACP-04 (Rev. 1111)
Validated for Certification
Ad'tL'Ai, 4 w
ociled Laboratories, Inc.
Authorized for Certification
American Architectural Manufacturers Association
BUILDING DROPS
398 East Dania Beach
Dania Beach, FL 33004
Suite 8
A Perfect Solution in Every Drop 954.399,8478 PH
Certificate of Authorization: 29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Builders Vinyl (V-2500) Fixed Window with Track Filler
for
Florida Product Approval
Report No. 3041
Current Florida Building Code
Method: 1 — A (Certirication)
Category: Windows
Sub — Category: Fixed
Product: Builders Vinyl (V-2500) Fixed Window with
Track Filler
Material: PVC
Product Dimensions: 72"X 72"
Prepared For:
JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
0111it11,,,
Prepared by: %`ES F. p -'
14%.
Hermes H. Norero, P.C. F
Florida Professional Engineer # 73778 . 0
Date:07/23/2014 = —
Contents: -
O T T C
Evaluation Report Pages I — 4
Installation Details Pages 5 - 6 C>.
n C DP:•' •
Digitally signed by Hermes F. Norero, PS """'••G\`
Reason: I am a rovin this document ir ,/DNA1-
Date: 2014.08.1415:05:10-04'00'
Hermes F. Norero, P.E.
Florida No. 73778
BUILDING DROPS
A\\)
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Manufacturer: JELD-WEN, Inc.
Product Category: Windows
Product Sub -Category: Fixed
Date: 07/23/2014
Report No: 3041
Compliance Method: State Product Approval Method (1)(a)
Product Name: Builders Vinyl (V-2500) Fixed Window with Track Filler
72" X 72"
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN Inc.
based on Method 1a of the State of Florida Product Approval, Department of Business and
Professional Regulation - Florida Building Commission.
Limits of Use:
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions SJW2013-047-FBC, signed and sealed by Hermes F. Norero, P.E. (FL #
73778) for specific use parameters.
1. This product has been evaluated and is in compliance with the current Florida Building Code,
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does require an impact resistant
covering.
S. Site conditions that deviate from the details of drawing SJW2013-047-FBC require further
engineering analysis by a licensed engineer or registered architect.
6. See Installation Instructions SJW2013-047-FBC for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 6
BUILDING DROPS
2014
A Perfect Solution in Every Drop
Date: 0
o: 3041
Certificate of Authorization: 29578
Report NO: 341
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
American Architectural Manufacturers Association (FBC Organization #CER1498)
Performance Standards: The product described herein has been tested per:
Referenced Data:
AAMA/WDMA/CSA 101/I.S.2/A440-08
1. Product Testing performed by NCTL NW
FBC Organization # TST9341)
Report #: SJW2013-047, Report Date: 05/17/2013
2. Certification Agency
American Architectural Manufacturers Association
FBC Organization #: CER1498)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 6
BUILDING DROPS
A\\)\ 2014
A Perfect Solution in Every Drop
Date: 0
o: 3041ReportNo: 3041
Certificate of Authorization: 29578
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by (2X) wood buck substrate, use #8 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50" into the wood substrate.
B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is
employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
D. For steel stud substrate, use #8 ITW TEK Screw type steel stud anchors of sufficient
length to achieve minimum 3 threads penetration beyond steel structure.
Nail Fin Installation:
A. For two by (2X) wood buck substrate, use #8 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50" into the wood substrate.
Refer to Installation Instructions (SJW2013-047-FBC) for anchor spacing and more details of the
installation requirements.
Design Pressure:
Design Pressure
Positive 50 PSF
Negative 50 PSF
Hermes F. Norero, P.E.
Florida No. 7.3778
Page 4 of 6
BUILDING DROPS
2014
A Perfect Solution in Every Drop
Date: 0
Certificate of Authorization: 29578
Report Noo:: 3041341
Installation Method
JELD-WEN, inc.
Builders Vinyl (V-2500) Fixed Window with Track Filler
WINDOW 1Y m (Tr ")
TYPICAL ELEVATION WITH FASTENER SPACING
Nail Fin Installation
THBu
L FIN
Hermes F. Norero, P.E.
Florida No. 73778
Page 5 of 6
BUILDING DROPS
A\\)
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Date: 07/23/2014
Report No: 3041
JELD-WEN, inc.
Builders Vinyl (V-2500) Fixed Window with Track Filler
10 $/a- C.C. a- MAL
M&X iHRU FKM
RµE COMMIT'
y,5
wwwa MMM (7:r WX )
TYMAL ELEVA TTON WtTM FASTENER SPACING
Through Frame Installation
10 0 o.c
To
ntAvE
Hermes F. Norero, P.E.
Florida No. 73778
Page 6 of 6
NOTICE OF PRODUCT CERTIFICATION
Company: Jeld-Wen Exterior Doors Certification No.:
3737 Lakeport Boulevard Certification Date:
Klamath Falls, OR 97601 Expiration Date:
Revon Date•
NI009861-R4 Page 3
04/14/2009
10/31/2020
01/14/2015
Product: Series "Glad iator/Fin ish ield " Glazed Wood Edge Steel Doors w/ or w/o Side-Lites oi_ w/Wood Frame unless noted)
APR 0 7 Specification: TAS 202-94/ASTM E283-04/E330-02/E331-
001-.-T. _ _ e"-Notice_oCPtoduct_Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The 411labelrepresentsproductconformitytotheapplicablespecificationandthatallcertificationcriteriahasbeensatisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertirication.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
Inswing Glazed Design Missile Test Report Number
Configuration
or or Maximum Pressure Impact Drawing Number &
Outswing Opaque Size Pos/Neg Rated Comments
X I/S or Glazed 312" x 6' 10" 45/45 No NCTL-210-3558-1/210-3558- I A
Single O/$ Max Panel Size 3'0" x 6'T'Daylight Opening: 17' x 5'3"
w/o Surface Bolts
Installation Details- JW 122008(1-14yJW 192008(1-14)
X I/$ or Glazed 312" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558-IA
Single O/S Max Panel Size: 3'0" x 6'7"Daylight Opening: 17' x 57'
w/Surface Bolts
Installation Details: JW122008(1-14YJW192008(1-14)
OX/XO I/S or Glazed 613" x 6' 10" 45/45 No NCTL-210-3558-1/2W-35584A
Single w/Sidelite O/S Max Panel Size: 3'0" x 6'T'Daylight Opening: 1'9" x 57'
w/o Surface Bolts
Installation Details: JW122008(1-14yJW192008(1-14)
OX/XO 1/S or Glazed 613" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558- I A
Single w/Sidelite O/S Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3"
w/Surface Bolts
Installation Details: J W 122008(1-14yJW 192008(1-14)
XX I/S or Glazed 612" x 6' 10" 45/45 No NCTL-210-3558-1/210-3558-IA
Double O/$ Max Panel Size: 3'0" x 67'Daylight Opening: 17' x 5'3"
w/o Surface Bolts
Installation Details: JW1220081-14 JW1920081-14
XX I/S or Glazed 6'2" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558-IA
Double O/$ Max Panel Size: 3'0" x 6'T'Daylight Opening: 17' x 5'3"
w/Surface Bolts
Installation Details: JW1220081-14 JW1920081-14
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
NOTICE OF PRODUCT CERTIFICATION
Company: Jeld-Wen Exterior Doors Certification No.: NI009861-R4 Page 4
3737 Lakeport Boulevard Certification Date: 04/14/2009
Klamath Falls, OR 97601 Expiration Date: 10/31/2020
Revision Date: 01/14/2015
Product: Series "Gladiator/Finishield" Glazed Wood Edge Steel Doors w/ or w/o Side-Lites
w/Wood Frame unless noted)
Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
Inswing Glazed Design Missile Test Report Number
Configuration
or or Maximum Pressure Impact Drawing Number &
Outswing Opaque Size Pos/Neg Rated Comments
OXX/XXO I/S or Glazed 913" x 6' 10" 45/45 No NCTL-210-3558-1/210-3558- I A
Double w/Sidelite O/$ Max Panel Size: 3'0" x 67'Daylight Opening 1'9" x 5'3"
w/o Surface Bolts
Installation Details: JWI22008(1-14yJW192008(1-14)
OXX/XXO I/S or Glazed 913" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558-IA
Double w/Sidelite O/S Max Panel Size: 3'0" x 6'7"Daylight Opening 1'9" x 5'3"
w/Surface Bolts
Installation Details: JW122008(1-14yJW192008(1-14)
OXO I/S or Glazed 914" x 6' 10" 45/45 No NCTL-210-3558-1/210-3558-IA
Single w/Sidelites O/$ Max Panel Size 3'0" x 6'7"Daylight Opening: 17' x 5'3"
g w/o Surface Bolts
Installation Details: JW 122008(1-14yJ W 192008(1-14)
OXO I/S or Glazed 914" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558-IA
Single w/Sidelites O/$ Max Panel Size 3'0" x 6'7"Daylight Opening: 1'9" x 5'3"
g w/Surface Bolts
Installation Details:1W122008(I-14y1W192008(1-14)
OXXO I/S or Glazed 12'5" x 6' 10" 45/45 No NCTL-210-3558-1/210-3558- I A
Double w/Sidelites O/$ Max Panel Size: 3'0" x 67'Daylight Opening: 1'9" x 5'3"
w/o Surface Bolts
Installation Details: 1W1220081-14 JW1920081-14
OXXO 1/S or Glazed 12'5" x 6' 10" 55/-55 No NCTL-210-3558-1f210-3558-IA
Double w/Sidelites O/$ Max Panel Size 3'0" x 6'7"Daylight Opening: 17' x 5'3"
w/Surface Bolts
Installation Details: JW1220081-14 JW1920081-14
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
JELD''NEN@
FINISHIELD/GLADIATOR STEEL DOOR, WOOD EDGE
GLAZEDI2-04.6 OUTSWING DOOR SYSTEM
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH
THE CURRENT FLORIDA BUILDING CODE (FOC) BASED ON THE
SIGNED AND SEALED DATE: INCLUDING HVHZ AND HAS BEEN
EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM
E331.00 AND ASTM E330-02.
2. 2X AND 1X WOOD BUCKS BY OTHERS. MUST BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED
AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1.
5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE
REQUIRED FOR DOORS AND SIDELITES.
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,
INCLUDING OVALS. SUNBURST AND ROUND -TOPS. ALSO
INCLUDED ARE INTERNAL AND EXTERNAL GRID, BLINDS nC
BETWEEN GLASS, EXTERNAL WROUGHT IRON AND DECO.
7. SCALE BASED ON I lxl7 SHEET SIZE.
8. ALL I 8 2X TO BE 0.55 SPECIFIC GRAVITY OR
GREATER.
DOOR LEAF CONSTRUCTION:
FACE SHEETS: THE FACE SHEETS ARE GLUED TO THE CORE AND
SUBSTRATE WITH LMC ADHESIVE.
CORE DESIGN: THE CORE CONSISTS OF 1-1.25 POUND DENSITY
EXPANED POLYSTYRENE (EPS).
PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED
FROM TWO SHEETS OF 25-GAUGE (.018' MINIMUM) GALVANIZED
STEEL. THE FACE SHEETS ARE BENT 90' OVER THE 1.668' X 1.0'
LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE
AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS
36,400 psi.THE 1.688-X1.203- BOTTOM RAIL CONSISTS OF
ROLLED -FORMED GALVANIZED 25-GAUGE (.018' MINIMUM) STEEL.
THE WOOD LOCK BLOCK IS 1.66W X 3 118' X 12".
FRAME CONSTRUCTION: THE FRAME JAMBS 6 HEAD ARE
CONSTRUCTED OF WOOD. THE SILL IS COMPRISED OF A
NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM
CLADDING. CORNERS ARE COPED, BUTTED, 8 SEALED USING
SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING
FOUR 16 GA. 7116' X 2' STAPLES PER CORNER. THE SILL AND SIDE
JAMBS ARE FASTENED USING THREE 16 GA 7116' X 2' STAPLES
PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED
THROUGH THE HEAD A SILL USING THREE 118X2-1 2' SCREWS PER
ENO. A 31W HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAT
AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED
USING TWO 06 X 1 1/2" SCREWS TO RECEIVE THE TOP AND
BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO
THE FRAME USING FOUR 16 GA 7116' X 2' LONG STAPLES PER
STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY 8
THE FIXED PANELS I FRAME JOINERY ARE SEALED AT THE
EXTERIOR USING 1199 SILICONE.
MATERIAL PROTECTION
ALL LATCHA OCK AND HINGE HARDWARE
148 112' MAX OVERALL FRAME WIDTH
TO BE OF CORROSION RESISTANT MATERIAL
OR CORROSION RESISTANT COATED. 37 114' MAX 74- MAX
ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH DOUBLE FRAME WIDTH
CORROSION RESISTANT STANDARDS AS
35 314' MAX
F72114,
MAX
IDENTIFIED IN THE FBC. PANEL WIDTH
IF_
DOUBLE PANEL WIDTH
SEE DETAIL A
P tOTE 6 p / PEET 6
NOTES:
1 - ALL VIEWS FROM EXTERIOR.
2 - MULL POSTS 6 DOUBLE BACK x
JAMBS ARE INTERCHANGEABLE. J
SEE OPTIONAL CROSS SECTIONS)
3 - SURFACE BOLT NOT REQUIRED FOR
APPLICATIONS REQUIRING OP45 OR O
LESS. xg
4 - MASONRY AND CONCRETE INSTAL- z NOTE
LATION DETAILS. m
5 - POSITION AND NUMBER OF
ANCHORS IN HINGE JAMB, LATCH NOTE !
JAMB OR SIDELITE JAMB WILL BE
THE SAME REGARDLESS OF ROUGH
OPENING TYPE. FOR HORIZONTAL
CROSS SECTION IN 1X BUCK OPTION
IN MASONRYICONCRETE. SEE
SHEET 8 FOR DETAILS.
6 - FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN
MASONRY/CONCRETE. SEE SHEET 6 FOR
DETAILS.
37 114- MAX.
FRAME WIDTH
35 314" MAX
PANEL WIDTH
r
11W vof21 11r
i
22,1' 11W
I,
21 21 118"
MAX MANY/ e ...• MAX. O x
O.L.O. D..O. O.L O. O.L.O. u
WIDTH ATH WIO WIDTH G =
w
26
w
m ~
NOTE o
25
V!
NOTE 2 N E
r r
FIXED Il INACTIVE Wl / I ACTIVE nI FIXED
JJ Ol 4 / SURFACE BOLT M \ INIOTE 4
MULL POST J SEE NOTE 3 SEE DETAIL B
SHEET6
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION
REQUIREMENT IS NEEDED
WHERE OVERHANG
IS NOT USED
WHERE WATER INFILTRATION
REQUIREMENT IS NOT NEEDED
WITHOUT
SURFACE BOLTS
WITH
SURFACE BOLTS
WITHOUT
SURFACE BOLTS
WITHOUT
SURFACE BOLTS
WITH
SURFACE BOLTS
POSITIVE 45 55 30 POSITIVE 45 55
NEGATIVE 05 55 1 -05 NEGATIVE 05
TABLE 1
JAMB MULL POST
QUAD UNIT (OXXO)
SCALE: 1R'=1'-0'
OUTSWING NON -IMPACT)
ILE OF CONTENTS 1 NOTE: UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)
DESCRIPTION I RATIO - OH LENGTWOH HEIGHT IS EQUAL TO. OR GREATER THAN, 1.0
roli
urcrn
ONNocHr
NoCrr
Digitally signed by Hermes F. Norero, P.E.
1 t t r rr j, Reason: I am approving this document
F Nn, date: 2015.01.07 145555 -05'00'
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er• WBOFLORIDAP.E.N0.73778
398 E. DANIA BEACH BLVD. aat S. FREY
SUITE 3310
DANIA BEACH, FL 3301
FSPE CERT. OF AUTH. NO.29578 JW122008
I I MAX. OVERALL FRAME WIDTH
37 1/4' MAX. 37 1/4' MAX. 37 1IY MAX
FRAME WIDTH FRAME WIDTH FRAME WIDTH
35 3/4• MAX 35 314• MAX
PANEL WIDTH PANEL WIDTH
P OTE 6 P ®NOTE 6 SEE DETAIL A
21118 21 1W
MAX. MAX
D.L.O. O.L.O.
WIDTH WIDTH
O
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NOTE 4
NOTE 2 NOTE 2
NOTE
R
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FIXED FIXED
q)VNOTE 4 OTE 4
MULL POST SHOWN SURFACE BOLT
DBL-BACK JAMB MULL SEE NOTE 3
POST OPTIONAL
TRI UNIT (OOXI OR (XOOI
SCALE: IR'=1'-W
SEE DETAIL /
SHEET
IV
35
PAP
3/4• MAX
EL WIDTH
111 1/4• MAX. OVERALL FRAME WIDTH
37 1/4• MAX. 74' MAX
FRAME WIDTH FRAME WIDTH
36 3/8' WITH 35 3/a• MAx.
ASTRAGAL PANEL WIDTH
MNOTE Fp M 6TE JSHEET6 SEEDETAILA SIM
21
118' r 21 1/8• 21 1W r
sMAX JWIDTH
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OTE 4 SEE
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6 JAMB MULL POST OPTIONAL PTOT.
4 112'
MAX OVERALL FRAME WIDTH 37
1/4' MAX. FRAME
WIDTH 37
1/2• MAX. FRAME
WIDTH 37
1/4' MAX. FRAME
WIDTH 35
3/4• MAX 35 314' MAX. PANEL
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i'PVOTE 6 NOTE6 ASTRAGAL
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BOLT SEE
NOTE 3 SEE DETAIL B SHEET
6 TRI
UNIT (OXXI OR (XXOI SCALE:
1R' =l'-0' v
r
211 21 1/8' r 1 1/8' NOTES: MAX,
f1AAx MAX 11 1 - ALL VIEWS FROM EXTERIOR. O.
L.O. D. O. O.L.O. 2 - MULL POSTS d DOUBLE BACK JAMBS ARE INTERCHANGEABLE. WIDTH
WID WIDTH F SEE
OPTIONAL CROSS SECTIONS) p
x 3. SURFACE BOLT NOT REOUIRED FOR APPLICATIONS REOUIRING j
OP45 OR LESS. 4.
MASONRY AND CONCRETE INSTALLATION DETAILS. O
9
i 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, LL
LATCH
JAMB OR SIDELITE JAMB WILL BE THE SAME NO
Q NOTE 4 o REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL NOTE
2 D CROSS
SECTION IN I BUCK OPTION IN MASONRYICONCRETE, a
NOfE 2 SEE SHEET 8 FOR DETAILS. NOTE
6 -
FOR VERTIC M tFI)N 1X BUCK OPTION IN MASONItt
6 FOR DETAILS. QSHEETo
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6;6 ACTIVE FIXED HERMES F. NORERO p
FLORIDA P.E. NO.73776 p '; '
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DETAIL B NOT OPOTE 4 4 A
398 E. DANIA BEACH BLVD. O
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SUITE
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G ` DANIA BEACH, FL 33004 i"' SEE
NOTE 3 DBL-BACK JAMBMULL SCALE: 1/2' =1'-0 Ft /ONA'1108111;
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72 114" MAX. PANEL WIDTH
35 3l4• PANEL WIDTH
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SHEET6
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NOTE 4
ASTRAGAL
SEE DETAIL 8
SURFACE BOLT SHEET6
SEE NOTE 3
DUAL UNIT (XX)
SCALE: 1/2' =1'-0'
SEE DETAIL A
SHEET6
SEE DETAIL A
SHEET6
O
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SEE DETAIL B
DUAL UNIT (OXl OR NO) SHEET6 SINGLE UNIT W
SCALE: 1/Y =1'-0' SCALE: 1/2' =1'-0'
NOTES:
1 - ALL VIEWS FROM EXTERIOR.
2 - MULL POSTS 8 DOUBLE BACK JAMBS ARE INTERCHANGEABLE.
SEE OPTIONAL CROSS SECTIONS) j'"
Iff"I3 - SURFACE SOLT NOT REGUIRE0 FOR APPLICATIONS REOUIRING ES F. I
DP-45 OR LESS.
4 - MASONRY AND CONCRETE INSTALLATION DETAILS. j ; ' 0
5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB,
LATCH JAMB OR SIOELITE JAMB WILL BE THE SAME HERMES F. NORERO
REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL t pT j FLORIDA P.E. NO.73778
CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, A '. / 1V
0` '
398 E. DANIA BEACH BLVD.
SEE SHEET 8 FOR DETAILS.
P' ?
SUITE 338
6 OPTIONFORVERTICALANCHORINIXBUCK
issfONA' ?V,, BEACH, FL 0 291MASONRYICONCRETE, SEE SHEET 6 FOR DETAILS. FBPE CERT. OF AUTH. NDANIA
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89 1rz' MAX. OVERALL WIDTH 37 1!I MAX
SEE DETAIL A FRAME WIDTH
15 1rz' MAX' 74 MAX. FRAME WIDTH FRAME WIDTH
FRAME WIDTH
5 314'
36 3/8' SHEET 6 36 318 WITH 35 314 MAX DETAIL A 35
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SEE DETAIL B SCALE: 1 /2' =1'-O'
NOTE 4 ASTRAGAL-
SEE DETAIL B SEE DETAIL B SEE NOTE 3 w O O s w
SHEETS SHEET 6 SHEET 6 y 3 W
681rz' MAX OVERALL WIOTM
53' MAX. OVERALL WIDTH
SINGLE VENT UNR (X) E w x w -j
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SEE OETAIL A OTE 6 I 1 PANEL WIDTH SEE DETAIL A y 3
SHEET 6 SHEETS
NOTES: w y w
1 - ALL VIEWS FROM EXTERIOR < " m
91 1/8• D.L.O. 2 - MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE. Z z ; y
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O u w a= OP45 OR LESS. O o '! X
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w W 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, 101 NOTE 2 i NOTE 4 A O 1 LL LATCH JAMB OR SIOELITE JAMB WILL BE THE SAME o
0
L NOTE 4 a LL p
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Item DESCRIPTION Material
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1 HINGE JAMB 1 114-x4.5W FINGERJOINTED PINE PINE
2 HEAD JAMB 1 114-x4.518' FINGERJOINTED PINE PINE
3 LATCH JAMB 1-114'x4.518' FINGERJOINTEO PINE PINE
4 SIDELTTE JAMB 1.114-x4.518' FINGERJOINTED PINE PINE
5 010 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/I MIN. EMBEDMENT STEEL
6 4' x 4' BUTT HINGE 12GA..089' MIN STEEL
7 88 x 3/4' PHILLIPS FLATHEAD WOOD SCREW STEEL
a 08 x t 1IC PHILLIPS FLATHEAD WOOD SCREW STEEL
9 3116' ITW BUILDEX TAPCON WITH 1 1/4' MIN. EMBEDMENT STEEL
10 COMPRESSION WEATHERSTRIP LoxSeal 650 VINYL
I T AFCO A-297 OUTSWING BUMPER SILL 6063T5 ALICOMPJPVC
12 DOUBLE BACK JAMB LAMINATED VENEER LUMBER LVL I
rail
16
13 EXTRUDED ASTRAGAL GLOBAL /79•WATA-01H4R17 6063T6 AL ALUMINUM 0 Ln
SEE DETAIL
A SHEET 12 t„ :.
14
15
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ATA STRIKE PLATE - R4 GLOBAL PRODUCTS
STEEL
STEEL
n y a
16 TOP RAIL(LAMINATED VENEER LUMBER LVL
45 46 30
17 BOTTOM RAIL 25GA (0.018-1 GALVANIZED STEEL STEEL
18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL
31 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL
20 LOCK BLOCK 1.688 X 3118' x 12' LG PINE PINE O
AL 21 ODL UP UTE FRAME M6B68KWO NOA. 013-0219.03 POLY -PROP. 0p
K 22 1.00' OA INSULATED TEMPERED GLASS GLASS w W
g 23 16 Ga. 7/16' CROWN x 2' LONG STAPLES STEEL O c w 24 CORRUGATED NAIL U2' x 1 1116' 25 GA STEEL G N Z
c 25 KWIKSET LOCK SERIES 400 STEEL O i O
W
26 KWIKSET DEADBOLT SERIES 980 STEEL 3Lu
27 48 x 2 1/C PHILLIPS FLATHEAD WOOD SCREW STEEL p N A
r- 28 2x W000 BUCK GRO 2 SOUTHERN YELLOW PINE WOOD WOO n cc
0 29 NON40MPRESSION SHIM 114' MAX THICKNESS WOOD How otu
30 W 30 EXPANDED POLYSTYRENE 1.0 TO 1.251h DENSITY MFG BY JELD-WE FOAM Z w o y 0
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aA-525 COMMERCIAL DUALITY 0.018' MIN. THICK) GALVANIZED wo o
n 32 VINYL DOOR BOTTOM SWEEP VINYL a
33 r. D ATTHEBEHINDBOTTOM JAMBLEGN PLASTIC O n >'e
i SETTING ORNEROPOTHEOFEACHFEWEATHERSTRIPy
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35 SOLID MULL POST(LAMINATED VENEER LUMBER LVL rn O 36
318' QUARTER ROUND MOULDING WOOD W z 40
37 SILICONE BEAD OOW 1199 SILICONE f i i w 38
AFCO A-496 THRESHOLD OPTIONAL 6061T5 AUCOMP z J w Z CO
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43 SEX BOLT 10.32 X 1-9116 LG X 5116 BARREL STEEL 44
IVES SURFACE BOLT SPACERS STEEL C C N w IVES
SURFACE BOLT STRIKE PLATE STEEL G 48
88 X 314' LG FLATHEAD WOO WS FOR STRIKE PLATE STEEL 1
47 1 1/4' BRAD NAIL A 6NOTE1 5
DATE.
A78 8/12 i
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1111 Z :O awe
AS NOTED MIN
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P.E. p
TPT NO.
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I 1' MIN. m 1' MIN.
Z 9 28 42 OTE 2 3 W 9 28 42 NOTE
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SEE DETAIL A
SEE DETAIL A 16
SHEET 12 10 31 SHEET 12
30
30 31
2
21
1
1.00' OA 1.00' OA
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OIa: S y W
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is " EDGE OF
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i 5/8'
DETAIL A SURFACE DETAIL B SURFACE
BOLT TOP LOCATION BOLT BOTTOM LOCATION
SCALE: 2'=1'-0' SCALE: 2'=1'-0'
NOTES:
1. FOR ANCHOR SPACING (ITEMS #5 OR #9), SEE SHEETS 9, 10, & 11.
2. 1X MAY BE UTIUfZED AS AN OPTION. FOR VERTICAL SECTIONS, SEE DETAILS
SHEET 6. HORIZONTAL SECTIONS: DETAILS kLAv SHEETS.
3. TAPODN MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW
CONFIGURATION.
4. OPTIONALLY, ANCHORS CANBEAII&Cg IN NARROW SECTION OF HEAD OR JAMB
AS LONG AS MINIMUM EZ4 6I3PTdti*3IEVED.
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1 NOTE
1 EXTERIOR —0 H
HORIZONTAL CROSS SECTION 7
1 W000 INSTALLPT1nM SCALE:
2'=1'— EXTERIOR
LHORIZONTAL
CROSS SECTION 7
SCALE: 2"=1'-0' NOES:
1.
FOR ANCHOR SPACING (ITEMS 05 OR N9). SEE SHEETS 9. 10, a 11. 2.
SPACING FOR 023 FROM TOP OF SIOELITE DOWN (SEE SHEET 10). 3.
ASTRAGAL SCREW PATTERN SPACING FOR 013, FROM
BOTTOM: Vr. 2', 3 112, 20'. 24 314'. FROM
TOP: 1/2', 2'. 3 Ur, 20', 24 314', 37. 4.
IX MAY BE UTILQED AS AN OPTION. FOR VERTICAL SECTIONS. SEE DETAILS SHEET
6. HORIZONTAL SECTIONS: DETAILS SHEET 8. S.
TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR
SCREW CONFIGURATION. DOW
1199 SILICONE 112' MIN GLASS BITE G. OPTIONALLY. ANC kM VdED IN NARROW SECTION OF
HE@Ob_ LiiJ1t• 6jS MINIMUM EMBEDMENT IS ACHIEVED. G 1/
8"
TEMERED GLASS 3/4'
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NORERO FLORID P.
E. NO.73T78 1 p
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1
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SECTIONS: DETAILS SHEET 8. - * 7 * HERMES F.
NORERO
5. TAPCON MASONRY
ANCHOR SPACING SAME AS WOOD = -0 TpT 0 FLORIDA P.E. NO.7377$ ANCHOR SCREW CONFIGURATION.
A ' / 398 E. DANIA BEACH BLVD. 6. OPTIONALLY, ANCHOR
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OUTSWING SINGLE UNIT (X) SEE DETAIL B
SHT. 10
SHT. 9
SEE DETAIL C
SEE DETAIL B
SCALE: 3/8" =1'-0" SHT. 10 SEE DETAIL C '
SHT. 9
ANCHORING LOCATIONS OOUBLE ANCHORING LOC?ONS DOUBLE
OUiSWING UNIT W 1 SIDELITE (X%O) OUTSWING UNIT XXl
SCALE: 3/8" =1'-O' SCALE: 3/8" =1 -0"
NOTE 7 NOTE 7
1 NOTE 6
NOTE 6
a o '
c D /
DETAIL C DETAIL D
LOWER SURFACE BOLT STRIKE PLATE LATCH do DEAOBOLT
do LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES
SCALE: 1/2" =1'—O" SCALE: 1/2" =1'—O'
DETAIL A
UPPER SURFACE BOLT STRIKE
PLATE & UPPER ASTRAGAL
BOLT STRIKE
SCALE: 1/2" =1'—O"
DETAIL 8
HINGE DETAIL
SCALE: 1/2' =1'—O"
NOTE 7 45
46
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46
45 NOTE 7
DETAIL E AT HEAD DETAIL F AT SILL
SURFACE BOLT PLATE SURFACE BOLT PLATE
SCALE: 1/2" =1'-0" SCALE: 1/2" =1'—O"
NOTES:
1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR
AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1". FOR
TOTAL OF NINE FASTENERS PER SIDE
2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS
ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS.
3. SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS.
4. SEE SHEET 10 FOR SIDEUTTE FASTENER LOCATIONS.
5. SEE SHEET 10 FOR SIDEUTE BRAD NAIL LOCATIONS FOR
OLMER ROUND MOULDING ATTACHMENT
6. ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE ORILLED
AT FABRICATION WHEN ASTRAGAL IS APPLIED AND THROW BOLT
LOCATIONS ARE OETERMINED. STRIKE PLATES ARE ATTACHED IN
THE FIELD.
7. TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION.
SURFACE BOLT ALSO DRILLED AT FABRICATION WHEN
BOLT LOCAT 7
A "
INED. STRIKE PLATES ARE ATTACHED
IN THE FlELD .t E On i
o
F' •.........• c
ON' ;
HERMESF.NORERO
FLORIDA P.E. NO.73770
398 E. DANIA BEACH BLVD.
SUITE 336
DANIA BEACH, FL 33004
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DETAIL A DETAIL B
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N23 40 SCALE: 1-1/2' e1'-0' SCALE: 1-12' =1'4• w -jma
I $ -
n 2 2 NOTES: 0 a a z
40 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR j U O 0
2 AND EXTERIOR SURFACES AT SPACING SHOWN. N-1', FOR 0 oa ui LA
2 N TOTAL OF NINE FASTENERS PER SIDE. a a V wm2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK
JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. c
2
3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. o Q w
4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. N o a
5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER a a O
ROUND MO WOgTf/)CHMENT.
35 21
6. ALL VIEp9; FOB-(qg 0 m i
i N 1'p' OAM 8/12/0B
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L-bHERMES F. NORERO
eD
STAPLE LOCATIONS BRAD LOCATIONS DETAIL 0 % pO /9i P . ` FLORIDA
DAN
P.E.NO.
BLV cm v- S. FR
9 P W . 39t E. OANIA BEACH BLVD. oac " S. FREY
TYPICAL FOR ALL SIDELITES TYPICAL FOR ALL SIDEUTES TYP FOR HERO TO OBL JAMB . \2 , SUITE 330 0mvdNG N0.
SCALE: 3/8• = 1'-O• SCALE: 3/8• = Tr 0- DTYPETAIL
FOR HEAD TO MULL POST
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NI BEACH,
AUTH. N 576
JW122008
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10 i
SEE
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9 ANCHORING
LOCATIONS DOUBLE OUiSWING
UNIT W/ 1 S[DOEUU E (OXX) SCALE:
3/8' =1'—O' NOTES:
1.
CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND
EXTERIOR SURFACES AT SPACING SHOWN, +1-1', FOR TOTAL
OF NINE FASTENERS PER SIDE. 2.
CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS
ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. 3.
SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. 4.
SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 5.
SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR OUARTER ROUND
MOUNDING ATTACHMENT. 6.
ALL VIEWS FROM EXTERIOR. 11111111/////''
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338 OFAVMG "a DANIA
BEACH, FL 33004 JW122008 PE
CERT. OF AUTH. NO.20M sar11
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OPTIONAL OUTSWING THRESHOLD OUTSWING THRESHOLD1FINGERJOINTEOPINE616.4x12 IGA STEEL ADCDO A499 OUTSWINGBUMPER SILL BASE E SUBSTRATE 1 t FC, 97
2 SCALE: 3' =1'-W SCALE: 3• =1'4•
SCALE: 6' =1' 0•
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3
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10 WEATHER TRIP SECTION A A SECTION B B LAMINATED VENEER SCALE: 3• =1'-W
LOXSEAL 650 LUMBER (LVL)
VINYL 13 ASTRAGAL GLOBAL SCALE: 3• =1'-0-
6063-T6 ALUMINUM W
SCALE: 6' =1'-0•
SCALE: 3• =1'-W 15 6063 T6 ALUMINUM SCALE: 3- =14-
NOTE:
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SCALE: 6'=1'-0-
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SCALE: 3• =1'-0-
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1-USE #10 WOOD INSTALLATION SCREW W/ 1.50• MIN. EMBEDMENT
WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD 6 JAMBS.
2-USE #8 x 2 10 PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS.
3-USE 3/16• ITW TAPCON ANCHOR W/ 1 1/4' MIN. EMBED.
WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS.
DETAIL - A
SCALE: 1/4" -1'-0"
2 117
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04 FLORIDA
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FBPE CERT.OF AUTH. NO.29578
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ITEM PART N0. DESCRIPTION QYf MATERIAL
1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03
2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330. REF NOA 13-0219.03
3 76798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03
4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100X SOLIDS BUTYL ELAS70MER
5 16825-000 GLASS, 3/4' x 20 19/32' x 16 11/16' 2 3/4' INSULATED GLASS ASSEMBLY
6 16828-000 8 x 2" PAN HEAD SCREW 14 ZINC PLATED STEEL
7 12207-000 d6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL
8 16809-000 SAFTEY LOCK 2 NYLON 6/6
9 16829-000 k4 x 1/4' FLAT HEAD SCREW 6 ZINC PLATED STEEL
10 17041-000 FIN SEAL. ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL
11 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03
12 16806-000 RIGHT LATCH 1 NYLON 6
13 16807-000 LEFT LATCH 1 NYLON 6
74 16837-000 O-LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: 0-LON2 WEATHER SEAL
15 76800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03
16 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03
17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING
18 OOW 1199 AR SILICONE SEALANT
19 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING
20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304
21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03
22 16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' POlYOLEFIN FOAM, ACRYLIC ADHESIVE
23 16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS
24 10046-000 SPLINE 6. 1' PVC
398 East Dania Beach Blvd.
A\\)
BUILDING DROPS Suite338
16 A Perfect Solution in Every Drop
Dania Beach, FL 33004954.399.8478 PH
Certificate of Authorization: 29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Finishield/Gladiator Steel Door, Wood Edge
Glazed 12-Ox6-8 Outswing Door System
for
Florida Product Approval
Report No. 3320
Current Florida Building Code
Method: 1— A (Certification)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Finishield/Gladiator Steel Door, Wood Edge
Glazed 12-Ox6-8 Outsiving Door System
Material: SteeVWood
Product Dimensions: 148-1/2"X 80-718" (Maximum)
Prepared For:
JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date: 11 /11 /2014
Contents:
Evaluation Report Pages 1 — 4
7
o T T
0,,'•
Z
v P:'•
F '• ......••' Gam? .
NAI
Digitally signed by Hermes F. Norero, P.E. of 111
Reason: I am approving this document Hermes F. Norero, P.E.
Date: 2015.01.0714:36:12-05'00' Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Manufacturer: JELD-WEN, inc.
Product Category: Exterior Doors
Product Sub -Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Finishield/Gladiator Steel Door, Wood Edge
Glazed 12-0x6-8 Outswing Door System
148-1/2" X 80-7/8" (Maximum)
Date: 11/11/2014
Report No: 3320
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, inc.
based on Method la of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation - Florida Building Commission.
Limits of Use:
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code,
See Installation Instructions JW122008, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does require an impact resistant
covering.
5. Site conditions that deviate from the details of drawing JW122008 require further
engineering analysis by a licensed engineer or registered architect.
6. See Installation Instructions JWIZZ008 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
l BUILDING DROPS
A Perfect Solution in Every Drop Date: 11/11/2014
Certificate of Authorization: 29578
Report No: 3320
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation &
Management Institute, Inc. (FBC Organization #QUA1789).
Performance Standards: The product described herein has been tested per:
Referenced Data:
TAS 202-94
ASTM E 331-00
ASTM E 330-02
1. Product Testing performed by National Certified Testing Laboratory, Inc.
FBC Organization # TST1589)
Report #: NCTL-210-3558-1, Report Date: 10/07/2008
Report #: NCTL-210-3558-1A, Report Date: 10/21/2008
2. Quality Assurance
National Accreditation and Management Institute
FBC Organization #: QUA 1789)
3. Material Testing for'Dylite' EPS Core performed by Intertek ETL Semko:
ASTM E 84-05
Report #: 3113726SAT-001 Date: 02/05/07
4. Component Approval: HP Polypropylene by ODL,Inc.
Miami -Dade NOA: 13-0219.03, Exp. Date: 01/17/16
Equivalence of Test Standard(s):
The following test standards have been evaluated for differences in test methodology, if any, between the
edition(s) of the test standard(s) listed below and those edition(s) referenced in the current Florida Building
Code. The manufacturer has tested their products to the following test standard edition(s):
1) ASTM E84-05
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1) ASTM E84-09
After review of the above mentioned referenced standards and editions, it has been found that no significant
technical changes have been made to the test standards that would affect the results. All referenced
standards have been found to be equivalent. All materials test results meet minimum requirements of the
current FBC, including HVHZ provisions.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
A\\,)BUILDING DROPS.
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Installation: 1. Approved anchor types and substrates areas follows:
Date: 11/11/2014
Report No: 3320
Through Frame Installation:
A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50" into the wood substrate.
B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is
employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of -sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions (JW122008) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure
Without Surface Bolts With Surface Bolts
Outswing
Positive 45 PSF* Positive 55 PSF*
Negative 45 PSF Negative 55 PSF
1. Product has been rated for water infiltration up to a desien pressure of +30
PSF. If authority having jurisdiction requires that product meets this
requirement at higher pressures, product shall be used when installed at
location protected by overhang such that overhang (OH) ratio = OH
length/OH height is 1.0.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
r
Revision l
Response to Comments
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # I 6 Submittal Date 2 11(1-1
Project Address: ( C N GT lu
o
AWOContact: UJ o
Ph: L's>-, 19LH Fax:
Email: /'-\-—TGAG G G fl • COrtA
Trades encompassed in revision:
4 Building
Plumbing
Electrical
0 Mechanical
Life Safety
Waste Water
General description of revision:
lZCv 1'D -To C31kyC SE 1
2 v 2f r 1SPZCZt 35
ROUTING INFORMATION
Department Approvals p --`{ "
J
Utilities
Waste Water
Planning
Engineering
Fire Prevention
Building / :7
Fiorey, Steve
From: Fiorey, Steve
Sent: Monday, January 30, 2017 9:20 AM
To: Aaron Albert'
Subject: Plan Review
Aaron,
I just started looking at your recent plan submittal, answering my last set of plan review comments. I don't think you're
understanding what is required...
You initially submitted for permit to do interior alterations, and submitted plans that were approved for these
alterations.
Then you decided to do additions, and submitted a different set of plans covering the additions only.
All of the work needs to be incorporated into 1 set of plans, showing the interioraIterations AND the additions. We
cannot accept 2 different sets of plans for the same permit. What you just submitted, on 1/26/17, was what you
originally submitted that just shows the interior alterations.
Your design professional needs to make 1 master set of plans that show all of the work in its entirety — addressing both
the interior alterations and the additions on the same pages, and submit two copies of that master set for review.
Separate from all of that, I need two copies of plans specifically addressing the gazebo and only the gazebo, since that is
required to be on its own permit. You will not be permitted to use the addition/alteration plans for the gazebo. So
when the design professional fixes the plans for the addition/alterations, take the gazebo off and put them on their own
set of plans.
If this still isn't making sense, you can set up a time to come in and meet and I can show you specifically what I'm talking
about. Let me know if you have any questions or if you would like to set up a meeting.
Steve Fiorey, CBO
Residential Plans Examiner
City of Sanford Fire Department
Buildine and Fire Prevention Division
300 N. Park Ave
Sanford, FL 32771
Office: 407.688.5065
Fax: 407.688.5152
Revision-E City of Sanford
Response to Comments ECE'V Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
JAN p 3 1Email: building@sanfordfl.gov ii
1
Permit #
I " Su mittal Date O I OBI Date -I Project
Address: a'Z-OCO C-(" Contact:
mzo,1 4L,&c fZT Ph:
Qd-1 19LA`'l, Fax: Email: %
W-,FsEfLTC-aC, §)= Mak l._.. Go,/V-% Trades
encompassed in revision: Building
Plumbing
Ed
Electrical R
Mechanical Life
Safety Waste
Water General
description of revision: noomoit)
Awo Got4so Ag -
o lT iorJ AND (, ALC IISo o0
N T loin AwQ C.IIZ too TZ.
tc-4 C,4ANC,G '-50IGLU Department
ROUTING
INFORMATION Approvals
Utilities
Waste
Water 0rHI)
d Planning Ok
to install 20'x22' gazebo accessory structure in location shown with 15' rear setback. Structure shall
be constructed of cmu w/ decorative concrete finish and ashpalt shingles. Additional impervious beyond
this permit may exceed the 50% maximum allowed on site. Engineering -
i
Fire
Prevention 0
Building
i .-,".
Revision V/ City of Sanford
Response to Comments O „1. IV.:. Building &Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
JAN 7 6 1011 Email: building@sanfordfl.gov
Permit # ` (Submittal Date ( I.C. T 1
Project Address: I C 6 G ao 1 CT
Contact: kk kY, kzc l- i Ph:
Lkl 19 yy Fax: Email: A4-
citrcf,C, @.AMA IL.. CGS Trades encompassed
in revision: General description of revision: 0 Building
Cr-OA ME wT Ill Plumbing
Electrical III
Mechanical
Life Safety
Waste Water
ROUTING INFORMATION
Department Approvals
Utilities Waste
Water
Planning Engineering
Fire
Prevention
Building -L, -
f f - - 17 A r
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DIVISION
300 N. PARK AVENUE
SANFORD, FLORIDA 32772
PHONE: 407.688.5150
FAx: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 16-1076 Date: 1/23/2017
Project Description: Revision Contact Name: Aaron Albert
Job Address: 106 Garden Ct Contact Email: AAlbertCGCna pmail.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter i are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies of affected plait sheets and/or
supplemental information as requested. Permit submittals will not be accepted without two copies.
COMMENTS:
1. The design professional needs to incorporate the previously permitted interior alteration plans with the new set of plans that show
the additions, so there is 1 set of plans covering all phases of the project for clarification. A review cannot be completed until this is
done. The new set of plans must show the existing layout of the house and all proposed work, including the interior alterations as well
as the additions.
FBC 107
2. Two copies of completed and signed Energy Calculations are required. Only 1 copy was submitted and they are not signed. The
owner/agent must sign the cover page of the Energy Calculations as well as the EPL card page.
FBC 107
3. Please provide all required Florida Product Approval and corresponding installation instructions that will be used on the project —
garage doors, shingles, underlayment, and any new windows/doors that the previous submittals may not cover. Two copies are
required for all documents.
FBC 107
4. The Gazebo is an accessory structure and requires its own permit. A review will not be completed until a new permit application is
filled out for the Gazebo. All required information pertaining to the Gazebo, such as Florida Product Approval, must be submitted as
part of the new application. Two copies of all documents are required.
FBC 107
No Review has been conducted**
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
lice meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Residential Plans Examiner
RevisECEIVEion)< CityofSanfordResponse
to Comments JUN 14 2017 Building & Fire Prevention Division Ph:
407.688.5150 Fax: 407.688.5152 BY:
Email: building@sanfordfl.gov Permit # \
LD " O-1 Submittal Date 0 Project
Address: Contact:
tC(,l,/oy\ 1ClV1&Vk Ph:
Li U-1 . ;54 -11' H H Fax: Email:
ACbtA Cq . q'(v G fl1 -CUM Trades encompassed
in revision: General description of revision: Building hGVJ
iL 121 Plumbing W
a.A LV L Electrical Mechanical
Life
Safety
Waste Water
Department Utilities
Waste
Water
Planning Engineering
Fire
Prevention
ROUTING INFORMATION
Approvals 0
Building -
Sr r.. - w ' `7
RECORD COPY
FORMR405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department ofl3usiness and Professional Regulation -Residential Performance Method
Project Name: Addition - 1129602 Builder Name: JL Stone Construction
106 GardenCourt Permit Office: City of Sanford
Ci State,Zi Sanford , FL ,
O ner.
p
Arron Albert
Permit Number#11 1
Jurisdiction:691500ODesignnINGStreet: Location: FL, Sanford County:: Seminole (Florida Climate Zone 2)
1. New constructionor existing Addition 9. Wall Types(628.3 sqft.) Insulation Area
2 Single familyor multiple family Single-family
a. Concrete Block- Int Insul, Exterior R=5.0 628.28 ftZ
b. N/A R= f P
3 Number of units, if multiple family 1 c. N/A R= fP
4. Numberof Bedroom(Bedrms In Addition) 0(0) d N/A R= ff
5. Is this a worst case? No
10. Ceiling Types(532.0 sqft.) Insulation Area
a. Under Attic (Vented) R=30.0 532.00 M
6. Conditionednoor area abovegrade(ft) 532 b. N/A R= ff
Conditioned floor area belowgrade(ftz) 0
C. N/A R= ff
11. Ducts R f P
7. Window(67.1 sqft.) Description Area a. Sup: Attic, Ret: Addition,AH: Addition 6 106.4
a. U-Factor: Dbl, U=0.45 67.06 ft'
SHGC: SHGC=0.35
b. U-Factor: N/A ff 12• Cooling systems kBtu/r Efficiency
SHGC: a• Central Unit 40.0 SEER:1400
c. U-Factor: N/A ff
SHGC: 13. Heating systems k Btu/IT Efficiency
d. U-Factor: N/A fP a. Electric Heat Pump 42.0 HSPF.8.20
SHGC:
Area Weighted Average Overhang Depth: 5.509 ft.
Area Weighted Average SHGC: 0.350 14. Hot water systems Existing
a. Cap: N/A
8. Floor Types (532.0 sqft.) Insulation Area
EF: 0.000
a. Slab -On -Grade Ede Insulation R=0.0 532.00 ft° 9 b. Conservation
b. N/A R= ff
C. N/A R= ff 15. Credits None
Glass/Floor Area: 0.126
Total Proposed Modified Loads: 15.46 PASSTotalBaselineLoads: 16.90
1 herebycertify that the plans andspecifications covered by
this incompliance the Florida Energy
Reviewof the plans and
by this
O TIiE Sr9T
calculation are with specifications covered
Code.
Jo.s,e A. r3ov^va n,
calculation indicates compliance yk; +i„ '' r•`
with the FloridaEnergy Code. k '..
PREPAREDBY: Southern Energy Evaluation Services Before construction iscompleted
DATE: 12-01-16 this building will be inspected for
compliance with Section 553.908
I herebycertify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Co COD WE
OWNER/AGENT: oe BUILDING OFFICIAL:
DATE: 7 DATE: 114.
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.2.2.1.
Compliance requires an AirBarrier andlnsulation Inspection Checklist inaccordance with R402.4.1.1 and anenvelope leakage
testreport in accordance with R402.4.1.2. ;
JAN
CIE'VI
16 2017
BY:
12/1/2016 4:49 PM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant SoftwaPage 1 of 4
FORM R405-2014
PROJECT
Title.
Building Type:
Owner:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
Addition - 1129602
User
Arron Albert
1
JL Stone Construction
City of Sanford
691500
Single-family
Addition
Bedrooms: 0
Conditioned Area: 532
Total Stories: 1
Worst Case: No
Rotate Angle: 0
Cross Ventilation:
Whole House Fan:
Address Type: Street Address
Lot #
Block/SubDivision:
PlalBook:
Street: 106 Garden Court
County: Seminole
City, State, Zip: Sanford ,
FL ,
CLIMATE
Design Location
IECC Design Temp
TMY Site Zone 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Sanford FL ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 532 4963.6
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 Addition 532 4963.6 No 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter R-Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Addition 57 ft 0 532 ft2 -__ 0 0 1
ROOF
J # Roof Gable Roof
Type Materials Area Area Color
Solar SA Emitt Emitt Deck Pitch
Absor. Tested Tested Insul. (deg)
1 Gable or shed Composition shingles 576 ft2 110 ft2 Medium 0.96 No 0.9 No 0 22.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 532 ft2 N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Addition 30 Blown 532 ft2 0.11 Wood
12/1/2016 4:49 PM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-2014
WALLS
il.--Oml
Adjacent
To Wall Tape pace
Cavity Width Height Sheathing Framing Solar BelowSpaceR-Value Ft In Fl 1n Area
1 N
2 E
3 W
Exterior Concrete Block- Int Insul Addition 5 42 9.33 391.9 ft= 0 0.349999 0
Exterior Concrete Block- Int Insul Addition 5 12.67 9.33 118.2 ft' 0 0.349999 0
Exterior Concrete Block- Int Insul Addition 5 12.67 9.33 118.2 ft' 0 0.349999 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 W Wood Addition None .46 2 7 14 ft'
WINDOWS
Orientation shownis the entered, Proposed orientation.
V #
Wall
Ornt ID Frame Panes
Overhang
NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1
2
N 1 Vinyl Low-E Double Yes 0.45 0.35 39.1 fl' 1 ft 4 in 1 ft 1 in Drapes/blinds None
W 3 Vinyl Low-E Double Yes 0.45 0.35 28.0 fN 11 ft 4 in 1 ft 1 in Drapes/blinds None
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed CFM(50) 000296 413 22.67 42.64 .2161 4.9924
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump None HSPF:8.2 42 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit None SEER: 14 40 kBtu/hr 1200 cfm 0.75 1 sys#1
SOLAR HOT WATERSYSTEM
FSEC
Cart # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
fp
DUCTS
Supply---
Location R-Value Area
Return---- Air CFM 25 CFM25 HVAC #
Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 106.4 ft Addition 26.6 ft° Default Leakage Addition (Default) (Default) 1 1
12/1/2016 4:49 PM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2014
TEMPERATURES
Programable ThermostatNone Ceiling Fans:
Coolin j Jan [ Feb Mar r Ma Jun1 X Julj X] Aug Se1 Oct Nov Dec
Heating I Jan Feb
Jan Feb
Mar
Mar
A
r I May
Ma;
JunriJun l JulrJul
l ]Aug
Aug SepSe
l get lx1 NovkiNov DecVentinHDec1IIllXll11lxJct
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (Wp) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 68 68
Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 68 68
12/1/2016 4:49 PM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4
FORMR405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX*= 91
The lower theEnergyPerformance Index, the moreefficient the home.
1. New construclionor existing
2. Single familyor multiple family
3. Number of units, if multiple family
4. Numberof Bedrooms
5. Is this a worst case?
6. Conditionedfloor area(ftz)
7. Windows" Description
a. U-Factor: Dbl, U=0 45
SHGC: SHGC=0.35
b. U-Factor: N/A
SHGC:
c. U-Factor• N/A
SHGC:
d. U-Factor. N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
106 Garden Court, Sanford, FL,
Addition
Single-family
1
0(0)
No
532
Area
67,06 ft'
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. N/A R=
c. N/A R=
fP
fP
ip
5 509 ft.
0.350
Area
532.00 ft=
fP
fP
9• Wall Types
a. Concrete Block- Int Insul, Exterior
b. N/A
c. N/A
d. N/A
10. Ceiling Types
a. Under Attic (Vented)
b. N/A
c. N/A
11. Ducts
a. Sup: Attic, Ret. Addition,AH: Addition
12. Cooling systems
a. Central Unit
13. Heating systems
a. Electric Heat Pump
14. Hot water systems None required
a.
b. Conservation features
15. Credits
I certify that this home hamomplied with the Florida Energy Efficiency Code fosuilding
Constructionthrough the above energy saving features which will beinstalled (orexceeded)
in this home before final inspection. Otherwise, a new EPL Display Cardwill becompleted
based oninstalled Codecom t features.
BuilderSignature: Date: 12-C& -7
Address of NewHome: 106 Garden Court City/FLZip: Sanford, FL,
Insulation
R=5.0
R=
R=
R=
Insulation
R=30.0
R=
R=
Area
628.28 ft'
fP
fP
fP
Area
532.00 ft'
fP
fP
R fP
6 106.4
k BtuRr Efficiency
40.0 SEER:14 00
k Btu/IT Efficiency
42.0 HSPF:8.50
Cap: N/A
E F:
None
Note: This is not aBuilding Energy Rating. If yourindex isbelow 70, yourhome mayqualify for energyefficient
mortgage (EEM)incentives if youobtain aFloridaEnergyGauge Rating. Contact theEnergyGauge Hotline at (321)
638-1492 or seetheEnergyGauge web site atenergygauge.com fofinformation and a list ofcertified Raters. For
information about the FloridaBuilding Code, Energy Conservation, contact the FloridaBuilding Commission's support
staff.
Labelrequired bySection R303.1.3 of the FloridaBuilding Code, Energy Conservation, if not DEFAULT.
12/1/2016 4:57 PM EnergyGauge® USA- FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
Residential System Sizing Calculation
Summary
Arron Albert Project Title:
106 Garden Court Addition - Existing 1129602
Sanford, FL
Existing 3.5 Ton Heat Pump 12/1/2016
Location for weather data: Sanford, FL - Defaults: Latitude(28.78) Altitude(89 ft.) Temp Range(M)
Humidity data: Interior RH 50% Outdoor wet bulb 76F Humidity difference 44 r.
Winter design temperature(TMY3 99%) 36 F Summer design temperature(TMY3 99%) 95 F
Winter setpoint 70 F Summer setpoint 75 F
Winter temperature difference 34 F Summer temperature difference 20 F
Total heating load calculation 31899 Btuh Total cooling load calculation 31558 Btuh
Submitted heating capacity of calc Btuh Submitted cooling capacity of calc Btuh
Total (Electric Heat Pump) 131.7 42000 Sensible (SHR = 0.75) 115.5 30000
Heat Pump + Auxiliary(O.OkW) 131.7 42000 Latent 179.2 10000
Total Electric Heat Pump) 126.8 40000
WINTER CALCULATIONS
Winter Hantinn I narl ffnr 9d9d snftl
Load component Load
Window total 210 sqft 3206 Btuh
Wall total 1725 sqft 8649 Btuh
Door total 28 sqft 438 Btuh
Ceiling total 2404 sqft 2603 Btuh
Floor total See detail report 8225 Btuh
Infiltration 130 cfm 4847 Btuh
Duct loss 3931 Btuh
Subtotal 31899 Btuh
Ventilation 0 cfm 0 Btuh
TOTAL HEAT LOSS 1 31899 Btuh
Summer Cooling Load (for 2424 soft
waiis(27.1X)
Floors(25.b%)
SUMMER CALCULATIONS-
D rs('AX)
Load component Load
Window total 210 sqft 4081 Btuh
Wall total 1725 sqft 4070 Btuh
Door total 28 sqft 399 Btuh
Ceiling total 2404 sqft 3445 Btuh
Floor total 0 Btuh
Infiltration 97 cfm 2138 Btuh
Internal gain 1840 Btuh
Duct gain 4004 Btuh
Sens. Ventilation 0 cfm 0 Btuh
Blower Load 6000 Btuh
Total sensible gain 25978 Btuh
Latent gain(ducts) 1071 Btuh
Latent gain(infiltration) 2908 Btuh
Latent gain(ventilation) 0 Btuh
Latent gain(intemal/occupants/other) 1600 Btuh
Total latent gain 5580 Btuh
TOTAL HEAT GAIN 31558 Btuh
h
KRKURL 1
Wells(12.9'Ye)
Doors(1.396) •'
Infil.(16.0%)
Ducts(16.196) V
Int.Gain(5.6%)
In s(Q2X)
wneowstlonx>
o u(usX>
In61.(15.2X)
Ceilings(10.9%)
Windaas(12.9%)
Blovser(19.0%)
Latent int(5.1 %)
EnergyGauge® System Sizing JOyP.h-%v A. 13oyn YA4*v
PREPARED BY:Southern Energy Evaluation Services
DATE: 12-01-16
EnergyGauge® / USRCZB v5.1
System Sizing Calculations - Winter
Residential Load - Room by Room Component Details
Arron Albert Project Title:
106 Garden Court Addition - Existing 1129602
Sanford, FL Building Type: User
12/1/2016
Reference City: Sanford, FL (Defaults) Winter Temperature Difference: 34.0 F (TMY3 99%)
Window Panes/Type Frame U Orientation Area s ft X HTM= Load
1 2, NFRC 0.35 Vinyl 0.45 N 39.1 15.3 598 Btuh
2 2, NFRC 0.35 Vinyl 0.45 W 28.0 15.3 428 Btuh
Window Total 67.1 s ft 1026 Btuh
Walls Type Ornt. Ueff. R-Value Area X HTM= Load
Cav/Sh)
1 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 353 4.47 1578 Btuh
2 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 118 4.47 529 Btuh
3 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 76 4.47 341 Btuh
Wall Total 547 s ft 2448 Btuh
Doors Type Storm Ueff. Area X HTM= Load
1 Wood - Exterior, n (0.460) 14 15.6 219 Btuh
Door Total 14 s ft 21913tuh
Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load
1 Vented Attic/L/Shing (0.032) 30.0/0.0 532 1.1 576 Btuh
Ceilinq Total 532 s ft 5766tuh
Floors Type Ueff. R-Value Size X HTM= Load
1 Slab On Grade (1.180) 0.0 57.0 ft(perim.) 40.1 2287 Btuh
Floor Total 532 s ft 2287 Btuh
Room Envelope Subtotal: 6556 Btuh
Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM=
Natural 0.34 4964 0.32 41.2 1538 Btuh
Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Cond.) DLM of 0.141) 1138 Btuh
Room #1 Sensible Room Subtotal 9231 Btuh
Window Panes/Type Frame U Orientation Area s ft X HTM= Load
3 2, NFRC 0.35 Vinyl 0.45 S 25.8 15.3 394 Btuh
4 2, NFRC 0.35 Vinyl 0.45 S 25.8 15.3 394 Btuh
5 2, NFRC 0.35 Vinyl 0.45 W 42.0 15.3 642 Btuh
6 2, NFRC 0.35 Vinyl 0.45 N 21.0 15.3 321 Btuh
7 2, NFRC 0.35 Vinyl 0.45 N 28.0 15.3 428 Btuh
Window Total 142.5 s ft 2180 Btuh
EnergyGauge® / USRCZB v5.1 Page 1
Manual J Winter Calculations
Residential Load - Component Details (continued)
Arron Albert Project Title:
106 Garden Court Addition - Existing 1129602
Sanford, FL Building Type: User
12/1/2016
Walls Type Ornt. Ueff. R-Value Area X HTM= Load
Cav/Sh)
4 Conc Blk,Hollow - Ext 0.132) 5.0/0.0 89 4.47 399 Btuh
5 Conc Blk,Hollow - Ext 0.132) 5.0/0.0 131 4.47 584 Btuh
6 Conc Blk,Hollow - Ext 0.132) 5.0/0.0 93 4.47 417 Btuh
7 Conc BIk,Hollow - Ext 0.179) 3.0/0.0 295 6.07 1788 Btuh
8 Conc BIk,Hollow - Ext 0.179) 3.0/0.0 191 6.07 1161 Btuh
9 Conc Blk,Hollow - Ext 0.179) 3.0/0.0 99 6.07 599 Btuh
10 Conc Blk,Hollow - Ext 0.132) 5.0/0.0 280 4.47 1252 Btuh
Wall Total 1178 s ft 6201 Btuh
Doors Type Storm Ueff. Area X HTM= Load
2 Wood - Exterior, n 0.460) 14 15.6 219 Btuh
Door Total 14 s ft 219Btuh
Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load
2 Vented Attic/L/Shing 0.032) 30.0/0.0 1872 1.1 2027 Btuh
Ceilinq Total 1872 s ft 2027Btuh
Floors Type Ueff. R-Value Size X HTM= Load
2 Slab On Grade 1.180) 0.0 148.0 ft(perim.) 40.1 5938 Btuh
Floor Total 1872 s ft 5938 Btuh
Room Envelope Subtotal: 16565 Btuh
Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM=
Natural 0.34 17652 0.68 88.7 3309 Btuh
Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) DLM of 0.141) 2794 Btuh
Room #2 Sensible Room Subtotal 22668 Btuh
Subtotal Sensible Heat Loss 31899 Btuh
Totals for Heating Ventilation Sensible Heat Loss 0 Btuh
Total Heat Loss 31899 Btuh
EnergyGauge® / USRCZB v5.1 Page 2
Manual J Winter Calculations
Residential Load - Component Details (continued)
Arron Albert Project Title:
106 Garden Court Addition - Existing 1129602
Sanford, FL Building Type: User
12/1 /2016
1. Electric Heat Pump # 42000 Btuh
Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values)
or - Glass as 'Clear' or 'Tint' (Uses U-Factor and SHGC defaults)
U - (Window U-Factor)
HTM - (Manual] Heat Transfer Multiplier)
EnergyGauge® / USRCZB v5.1 Page 3
System Sizing Calculations - Summer
Residential Load - Room by Room Component Details
Arron Albert Project Title:
106 Garden Court Addition - Existing 1129602
Sanford, FL
12/1/2016
Reference City: Sanford, FL Temperature Difference: 20.OF(TMY3 99%) Humidity difference: 44gr.
Type' Overhang Window Area(sqft) HTM Load
Window Panes SHGC U InSh IS Omt Len H t Gross ShadedUnshaded Shaded Unshaded 1
2 NFRC 0.35, 0.45 B-L No N 1.3ft 1.1ft 39.1 0.0 39.1 12 12 487 Btuh 2
2 NFRC 0.35, 0.45 B-L No W 11.3f 1.1ft 28.0 28.0 0.0 12 31 349 Btuh Window
Total 67 sgft 836 Btuh Walls
Type U-Value R-Value Area(sqft) HTM Load Cav/
Sheath 1
Concrete Blk,Hollow - Ext 0.13 5.0/0.0 352.8 2.1 743 Btuh 2
Concrete Blk,Hollow - Ext 0.13 5.0/0.0 118.2 2.1 249 Btuh 3
Concrete Blk,Hollow - Ext 0.13 5.0/0.0 76.2 2.1 160 Btuh Wall
Total 547 (sgft) 1152 Btuh Doors
Type Area (sqft) HTM Load 1
Wood - Exterior 14.0 14.3 200 Btuh Door
Total 14 s ft 200 Btuh Ceilings
Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1
Vented Attic/Light/Shingle 0 032 30.00.0 532.0 1.43 762 Btuh Ceiling
Total 532 s ft 762 Btuh Floors
Type R-Value Size HTM Load 1
Slab On Grade 0.0 532 (ft-perimeter) 0.0 0 Btuh Floor
Total 532.0 sgft 0 Btuh Zone
Envelope Subtotal: 2950 Btuh Infiltration
Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural
0.26 4964 0.32 30.9 Load
678
Btuh Internal
gain
Occupants
Btuh/occupant Appliance 4
X 230 + 0 Load
920
Btuh Sensible
Envelope Load: 4549 Btuh Duct
load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DGM of 0.251 1140 Btuh Sensible
Zone Load 5689 Btuh Window
Type'
Panes
SHGC U InSh IS Omt Overhang
Len
H t Window
Area(sqft) Gross
ShadedUnshaded HTM Shaded
Unshaded
Load 3
2
NFRC 0.35, 0.45 No No S 1.3ft 1.1ft 25.8 25.8 0.0 16 19 423 Btuh 4 2
NFRC 0.35, 0.45 B-L No S 1.3ft 1.1ft 25.8 25.8 0.0 12 15 321 Btuh 5 2
NFRC 0.35, 0.45 B-L No W 1.3ft 1.1ft 42.0 0.2 41.8 12 31 1301 Btuh 6 2
NFRC 0.35, 0.45 B-L No N 1.3ft 1.1ft 21.0 0.0 21.0 12 12 262 Btuh 7 2
NFRC 0.35, 0.45 B-L No N 1.3ft 1.1ft 28.0 0.0 28.0 12 12 349 Btuh Window Total
1 1 142 s ft) 1 1 2656 Btuh EnergyGauge® / USRCZB
v5.1 Page 1
Manual J Summer Calculations
Residential Load - Component Details (continued)
Arron Albert Project Title: Climate: FL_ORLANDO_SANFORD AIRPOR
106 Garden Court Addition - Existing 1129602
Sanford, FL
12/1/2016
Walls Type U-Value R-Value Area(sqft) HTM Load
Cav/Sheath
4 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 89.3 2.1 188 Btuh
5 Concrete Blk,Hollow - Ext 0.13 5.010.0 130.6 2.1 275 Btuh
6 Concrete Blk,Hollow - Ext 0.13 5.0/0 0 93.3 2.1 196 Btuh
7 Concrete Blk,Hollow - Ext 0.18 3.0/0.0 294.5 2.9 841 Btuh
8 Concrete Blk,Hollow - Ext 0.18 3.010.0 191.3 2.9 546 Btuh
9 Concrete Blk,Hollow- Ext 0.18 3.010.0 98.7 2.9 282 Btuh
10 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 279.9 2.1 589 Btuh
Wall Total 1178 (sqft) 2918 Btuh
Doors Type Area (sqft) HTM Load
2 Wood - Exterior 14.0 14.3 200 Btuh
Door Total 14 (sqft) 200 Btuh
Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load
2 Vented Attic/Light/Shingle 0.032 30.00.0 1872.0 1.43 2683 Btuh
Ceiling Total 1872 (sqft) 2683 Btuh
Floors Type R-Value Size HTM Load
2 Slab On Grade 0.0 1872 (ft-perimeter) 0.0 0 Btuh
Floor Total 1872.0(sqft) 0 Btuh
Zone Envelope Subtotal: 8457 Btuh
Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM=
Natural 0.26 17652 0.68 66.6
Load
1460 Btuh
Internal
gain
Occupants Btuh/occupant Appliance
4 X 230 + 0
Load
920 Btuh
Sensible Envelope Load: 10837 Btuh
Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Cond.) (DGM of 0.251 2716 Btuh
Sensible Zone Load 13553 Btuh
Windows July excursion for System 1 588 Btuh
Excursion Subtotal: 588 Btuh
Duct load 1 147 Btuh
Sensible Excursion Load 736 Btuh
EnergyGaugeO / USRCZB v5.1 Page 2
Arron Albert
106 Garden Court
Sanford, FL
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate: FL_ORLANDO_SANFORD AIRPOR
Addition - Existing 1129602
12/1/2016
Sensible Envelope Load All Zones 15974 Btuh
Sensible Duct Load 4004 Btuh
Total Sensible Zone Loads 19978 Btuh
Sensible ventilation 0 Btuh
Blower 6000 Btuh
Whole House Total sensible gain 25978 Btuh
Totals for Cooling Latent infiltration gain (for 44 gr. humidity difference) 2908 Btuh
Latent ventilation gain 0 Btuh
Latent duct gain 1071 Btuh
Latent occupant gain (8.0 people @ 200 Btuh per person) 1600 Btuh
Latent other gain 0 Btuh
Latent total gain 5580 Btuh
TOTAL GAIN 31558 Btuh
1. Central Unit # 40000 Btuh
Key: Window types (Panes - Number and type of panes of glass)
SHGC - Shading coefficient of glass as SHGC numerical value)
U - Window U-Factor)
InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R))
For Blinds: Assume medium color, half closed
For Draperies: Assume medium weave, half closed
For Roller shades: Assume translucent, half closed
IS - Insect screen: none(N), Full(F) or Half(Y:))
Ornt - compass orientation)
EnergyGaugeO / USRCZB v5.1 Page 3
RECORD COPY
This document has been ereetronlesily
signed using a Digho Signature. Printed
copies without an original signature must
be veriwed using the original elechonk
verb'.
Alpine, an ITW Company
2400 Lake Orange Drive Suite 150 Orlando FL 32837 • '/Q
Florida Engineering Certificate of Autborizaiion Number: 0 27 !•.••E./••••• // Florida Certificate of Product Approval # FLI999 • CJ Sf •.-
Page 1 of I Document ID:I V W 8408-Z0330101 155 '1
No. 70861
Truss Fabricator: Accu-Span Truss Company t _
Job Identification: 11589-/Addition -- 106 Garden Street SANFORD, FL ( 589 AddgVAj{'!i,-a te- get SANFORD, Truss Count: 5 r
Model Code' Florida Building Code 5th Edition (2014) Q;••;(O10 Truss
Criteria. TPI-2007(STD) Fs+ ••'s'•'•'w Engineering
Software: Alpine Softtttare,Version 15.01. s 10NAL. Structural Engineer
of Record: The identity of the structural FOR did not exist as of Address: the
seal date per section 61015-31.003(5a) of the FAC Minimum Design
Loads: Roof - 37.0 PSF Q 1.25 Duration Floor - N/
A Wind - 140
MPH ASCE 7-10 -Closed Notes: 11 /
30/2016 1. Determination
as to the suitability of these truss components for the William H.Krick structure is
the responsibility of the building designer/engineer of -Truss Design Engineer - record, as
defined in ANSI/TPI 1 2. The
drawing date shown on this index sheet must match the date shown 2400 Lake Orange Dr, Suite150 on the
individual truss component drawing. Orlando FL, 32837 3. As
shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: 14015EC1-
GBLLETIN- Ref Description
Drawin # Date 1 15712--
A1 16335156 11/30/16 2 15713--
A1GE 16335001 11/30/16 3 15714--
A2 16336157 11/30/16 4 15715--
W1 16335158 11/30/16 5 15716--
W1GE 16335159 11/30/16 RECISION
THIS ON'G PREPARED FROM COMPUTER INPUT (LOADS L OIMENSIONS) SUBMITTED BY TRUSS MFR.
llbUV-/Adoition -- lub uaroen street ,APirUKU, rL - AI)
Value Set: 138 (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP A3
Lumber value set "138" uses design values approved 1/30/2013 by ALSC
Special loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 55 plf at -1.33 to 55 plf at 12.00
TC- From 55 plf at 12.00 to 55 plf at 25.33
BC- From 4 plf at -1.33 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 9.86
BC- From 60 plf at 9.86 to 60 plf at 14.66
BC- From 20 plf at 14.66 to 20 plf at 15.73
BC- From 20 plf at 15.73 to 20 plf at 24.00
BC- From 4 pif at 24.00 to 4 plf at 25.33
Wind loads and reactions based on MWFRS with additional C&C member
design.
4X6 =
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
9-4-0
4-3 15
4-y
I, 12-0-0 _I_ 12-0-0 _I
24-0-0 Over 2 Supports
R=1168 U=402 W=7.625" R=1165 U=407 W=7.625"
RL=127/-127
I'N7ryy rq
Design Cr i t : FBC2014Res/TP I -2007 (STD)
PLT TYP. Wave FT/RT=O% 0% /10 0 15. A @TY:9 FL/-/5/-/-/R/- Scale=.25"/Ft.
NAMINGI •• REM AM fOLLM All NOTES ON THIS ONLNINGI TC LL 20. D PSF REF R408-- 15712IMMUNIT" FIOi11SH THIS 011NINK 0TOALLCWn=TOM IUA)IM 71E IMSTAUX101. p
Tra.«•
rsoelr..•er.•. co. m rsb"catu.p, 1..,.a,ro. .".pplro. lsoul l lro •,.l br«fro. a.l.r to •..a all ' O. Ov z TC
DL 7 .0 PSF DATE 11 /30/16 wNlotsclaofOCSI (8-la.aO Ccoss-c Ser.ty I,.r.rsa..n. b1 Fvl .... WCA) r rsar Pr«a.c Pr. 3 n
nra,alro w« "weclem. Isoull•1. •Ia11 P-do a.y.r.r7 br«lro Par KS1, a1b.l.s mcse a asp
e/a.A w1I lass P.ap.rl] •cc«I..• •erut .l w fro ...e sects .lard eh•lI la... Prap.rly .cc ala
c•ll.ro l«.tlbn Yaw. far p 1.t.r.1 r.•cr.lat of sobs ~1 la.. b.«lro =Am ll« p. Ks S
O : S
BC DL 10.0 PSF ORW HCUSR408 16335156 N7.
N7 ar A10. .. -1 c.b1.. 1 pl.- to .scb r«. ar c . •,tl pe-ion •• .l.esa ebeso A(
O 2 w oe...l.. ,.1.., a.« aw...«. a.r., anc..
ro. l
mt rar .
t...•..a Plot. Pa..a.aa.. % ` :•, BC LL 0.0 PSF HC-ENG SCN/WHK CA1P1s. . a.v.am .r 1n 0a11a.ro tape .ac• WeW Inc. AN me M ..1P1...b1. a.. ry Nv..uee rra • r.d ro. •.ry alb.. so Wlb w cr.n. 1n conrara.nt. siN ANSI rtPI 1, er ter M,tlllro, ."1PP. ro, d. AN
rrWCOM17ANV l,at.11.elen i b.«.ro al t.a.«.. 4cs ti•...../....••
N(\
TOT.
LD. 37.0 PSF SEQN- 991711 A
M•I •n fhl• Orwlro •r •wsr polls I lstlro t111• •rslro. IM 1•sW dl •
e'i l,p% v cECln i•ro I 1 r•epaalblIlly nl•I) r r w Onto. •N-. Th. e•Itsb111cy ws lae or Is O 1
OUR . FAC . 1.25 FROM MT 240D
LiLe Omp Dr. Stlte 150 r..Palalblll-7 •r w aul ldlro Osoloar psr AN51/Ipl 1 s«.:. Od&
l&FL Ilan F.r ••r• ."ra...c ••• t"I• jae•• °iniril •a • P•T •"A •• si. •I•• FLCOAN2272ALPINE: s.s..lpl.alcs.c.s. TPI w.. Pla.c.ar0; VIM sss.sbc1, %ry . ICt Ac-l'o-O SPACING 24.0" JREF- 1VW8408 Z03
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR.
11589-/Addition -- 106 Garden Street SANFORD. FL - A1GE )
Value Set: 138 (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "138" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Truss designed to support 8" maximum gable end overhang.
11ftM
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP C. wind TC DL=4.2 psf, wind BC
OL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
See OWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing
requirements.
4 r --I 4
9-4-0
2X4 Al X =
2X4 (Al)
U 4 c
I, 12-0-0 _I, 12-0-0 _I
24-0-0 Over Continuous Support
R=81 PLF U=25 PLF W=24-0-0
RL=5/-5 PLF
Note: All Plates Are 2X4 Except As Shown.
Design Cr i t : FBC2014Res/TP I -2007 (STD) .......
4-3 15
PLT TYP. Wave FT/RT=O% O% /10 0 15. — @TY:1 FL/-/5/-/-/R/- Scale=.25"/Ft.
a n O ( lLL
AN rrwcoMAWY
a00LdeQEILeQ,SIbleI30
7ARNINGI•• WAIL NO FMW ALL NOTES 011 INS 0401061
Ijr=Mr•• FIOIIISN THIS ONANII6 TO Au WNI11ACT00 INCUOIw THE INSTALIFNS.
r•.... r.. Tulr...c.. <•.. — r•Orl—Im. N•MI.•y.-Ippl,q. Imc.11l,q IIIb—Im. O.r.r c. 1M .111
a.. 11_ w.c..., .. SCSI (O,.1Id.p Cmp.mnl S•r•q InL,•.um. bT IPI .M NTCA) r.r «r.tr p•«l.c p..
p.r1. &M .Iv. ra. Za 1-111— ~ I P••vlw to p...ry bl. m p•r SCSI. U11111 mc.d •
c•p ~d •b.11 ww yr•p•'.Y •<t•<I..d •cruec..r.I w.ch l„O .M b.ccm ~d .b.I 11,•w . P.•p..Iy .cc
l«.c,.m .lo... !.r P.r••r..ni Iat.r.I r••tr.l„t e, .. •N... N.w br 'm .mc•I I.d « NCS
ecl.m N]. N7 •r ;110 ...ppl l<.bls. Am11 P.— 1..•<N r•<..1 c . •M M.1— .• q...., .b••.
J....t a«.I.. _I_. mt.d •tb..«. Ne... ,• d.. 'mo 'Go.., .<..t.M..d PI.I. _..t.
AIPI m. . a.. wlm •r I7 lul w.ro C••m cr•.p Im. Y,.11 me b. r.•pa-11,1. r<c rry b Ilclm r tn
ANSI /TPI 1. •. 1.. b.Ml.m. .I,.p im. rm
Or•.
1„p. •••Y r..lPr. m bu.ld tl.. cr•.. In Cl-",
C.
II.t.s, . b.<.. <, t..,..... wl
t.l NI• d...lry .r ..... P•i II.CIIlO NI• .r..11lI IMI..cI.....his dr •F p.•M•I.Il.1 •IOIII...Ir10 Pa+
I011lry ..1•IP r0. am o"aw pa Th..uISAblllty .,1.1...F V,1. d.wll0 ro •Iv .c..cw. 1. P•
Iu1011lq •f vl. 41IIdlq Oel r p.r ANSITI 1 S.e.T. o.
08 j ;
1
S T O p ( ,
i • G
Ss `I i • TC
LL 20.0 PSF TC
OL 7.0 PSF BC
OL 10.0 PSF BC
LL 0.0 PSF TOT.
LD. 37.0 PSF REF
R408-- 15713 OATS
11 /30/16 DRW
HCUSR408 16335001 HC-
ENG JB/DF SEQN-
986149 OUR.
FAC. 1.25 FROM MT SPACING
24.0" JREF- 1VW8408 Z03 Qluldo.FL 3M7 FL
COA m 278 F.. «.•
I..r<•..t..d ... ",•,•b'• O.m 1 mt.• p.0• .M w« ••b ..t.. ALPINE —.
ip—m em: TPI:.w.cp.mc..ry, RCA .w.•bc.Mwcry.cm. ICC• .w..«1.I..•r0
THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
11589-/Addition -- 106 Garden Street 5ANFUH0. FL -
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP Y1 Dense
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Special loads
Lumber Our.Fac.=1.25 / Plate Our.Fac.=1.25)
TC- From 55 plf at 0.00 to 55 plf at 12.00
TC- From 55 plf at 12.00 to 55 plf at 24.00
BC- From 4 plf at -1.33 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 9.86
BC- From 60 plf at 9.86 to 60 plf at 14.66
BC- From 20 plf at 14.66 to 20 plf at 15.73
BC- From 20 plf at 15.73 to 20 pif at 24.00
BC- From 4 plf at 24.00 to 4 plf at 25.33
Wind loads and reactions based on MWFRS with additional C&C member
design.
4X6 =_
3X4(A1) =
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located
anywhere in roof, RISK CAT II, EXP C. wind TC OL=4.2 psf, wind BC
OL=5.0 psf. GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
3X4(A1) =
4-3 15
9-4-0
I, 12-0-0 _I_ 12-0-0 _1
24-0-0 Over 2 Supports 31-1
R=1060 U=363 W=7.625" R=1057 U=367 W=7.625"
RL=102/-102
NIfI1WffINyr
Design Crit: FBC2014Res/TPI-2007(STO) j H. ''•.
PLT TYP. Wave FT/RT=O% O% /10 0 15 ..
ry%
QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft.
7ARNINGI•• ITEM AM ipuAp ALL &DIMS ON IRIS pwwlr&II
1 • F '• TC LL 20.0 PSF REF R408-- 1571411PTANT•• FUMISH THIS 1111Ad1M TO All OCNfMCT00 IIIMWI11C TIME IIISTAIA110. '•.
Tr««• rpu,r• . cross crec,q r• .n r.brlc.c, q. 1w,dl,q. -pplq. I-M.0 .ne b. N. wr w • tell • .y
u,.
I..... w,c,en or CCSI (O„Id,q Cessomnt S.f Ly Inwre.0 by IPI .nd dICA) ter «war pr«u • Pr O 08 1 TC DL 7.0 PSF DATE 11 /30/16 to
p.r lerblq t1,•« I,nec,am. I«ulwr• -1I P-.,is c•yPr•ry brs,q p•r 11CSI. u,l... mcw • S tap
clots 0b.l1 I,.v. PreP.rly .ic.<H.d •trot Wr.l •I,..a,q - becta• ~d -11 I,s- ..rep.rly r,
p.d c 11Im L•<..I- •boor, ter poro.ronc 1•t•r.I r•.tr.,nt er •.b. •N•II I,••e br•clq Imt.l loll i °c= BC DL 10.0 PSF DRW HCUSR408 16335157 1
0 .«aan• 0 v •r e 1 •. «PI I<.m Appq `I•c•• ce .•eb rIW of cres. •-1 'd - ...loon . .r,• • a
at, a 0•u.l. nl... rated «. a.Ier ,e «.q. ,wA ter .t. dots Pl.te «..L,e .. S T O Q BC LL 0.0 PSF HC-ENG SCN/WHK AlPla. :
4 ....l..r ITIa 11-14.q Ca.P•n«p Creep Im. Noll roc W r..Pen.lble fer eny d.•Lclen ` q.
wll.r. to W Id tM tru.. In <er, er«m..,U ANSIAPI 1, er ter I,.MI Iq, •I,IPPInp, AN
WINCOMi1WY lrri•4.Il.tlen A b-4.0 .r tre..•.. •'%w4 •.•dpTOT. LD. 37.0 PSF SEQN- 991715 well m
Olb dre.Iq Yr ee,r.r Pep• Ilotlq ale drainp. Irldleotoo eeeoplrs• of profe•elor,.l ogi-11 F ...d.. r.yerr•
IbI IIry •e/e ly fbr a. d«l0, 0-. Th. -1tr11Iry ale - of al• dr«lq ter •ry •trt.:alr. 1• lls/ONNN (.N DUR. FAC. 1.25 FROM MT LWLd GrellpDr,Site 1Kt rwpiP,.lblllq er a. S.I.dlq 0«Ipmr p.r AASI/IPI I Sm.x. r 0depap,Fl
D2VT Ter mr. ,nrerrtl.n .« t! ,. Jeb . p. or.I m . Pop. tr.« «b .It..: Ial SPACING 24.
0" JREF- 1 VW8408 Z03 FL COAMD278ALPINE .. IPln.,t. < IPI ... tPI"t is pr:.....b<„w.cry.<e.. ICC .«.l<e•. r..•rP 11 /30/
2016
THIS OWG PREPARED FROM 00I11PUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS YFR.
11589-/Addition -- lUb Garden Street SAwhuHU, FL - N11)
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Rt Bearing Leg 2x4 SP #3:
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
BEARING LEG DOWN DESIGNED FOR VERTICAL LOADS ONLY.
THE BUILDING DESIGNER MUST PROVIDE FOR PROPER LATERAL BRACING
OF THE BEARING BELOW THIS TRUSS.
PLT TYP. Wave
1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning requirements.
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP C, wind TIC OL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
2X4 III
4X8(•*
9-4-0
0-0
L' -4-0 j
rc 13-0-4 Over 2 Supports
R=570 U=152 W=7.625" R=471 U=163 W=4.25"
RL=169/-47 (0.75" Effective Contact)
Design Crit: FBC2014Res/TPI-2007(STD) H.
FT/RT=O%(0%)/10(0) 15 1 1Vmlya
IVORTMT.. F1001191 TRIS ORARIAc To ALL OVRRACf® IATR1611RO IIQTALLERi.
Tru•w. rwu1--• in r br,bcl„p, lwrdl ,rq. N,pp1,q. Imca llrq •rre brw lrq. R•r•r mal.. Nlwa N,t,an o M1(e., Id,ra 6.m1.,,a s.r.ay l.rare.a, m, br IPI .,1e OrCA1 r1r wear prwl,
w p•rr—I.P ww rv,<ciae. 1m 11... w11 prls,d• c<.por•ry brwv9 p•r K. LL11w• mcw
tap <Iurd wl1 1,0w vrep.rly . c•<I..d acrl.:c r.l W.ch l,q .,W bocce..I ,d •lull Ni::'. prep.rly .
r,g,d wl1, q. Lw•tle,,. cr.r gr.erunclburN rq cru ec .r wb. w11 Nw erw.0 i__ I"
LL .wtlmo 63. 67 .r 610. w •ppl,e.bl.. Aop1Y o1.N. w •w1, r-..r crw. a,1l pe•Itlen w .1.1..1 .b. i
Qa1a b,ea O. u,l., unl.•. rotN 1wr.,w R111r CO drw,rgs 160A-7 rer 1a. 1d P11t•
A 1pl w. . d,.Mlan 1r In 6u1Id „a taepwrnt. C— 1— w11 roc a r•.pen.,bN r r .,ry a.l.V—
1,1p...y f•Jur• tp bu Jd tlu arw. 11 <.nrew .1" ANSI/T/I 1. of rer IUMI.M. .111pp 1,q.
AN TNCOMPANY 1mc.11•cien 6 bre<b1p er trww•. A
wel en NIe drwlp er — Peg. IISSIRO NI• erwlllR IM leew emgerl.e Of grerw.law.ry l .11.r.rl r..
per lel llq •.lelr Mrth. Mlgn 0— Th..ultmbl l sty.M w er tNl. d-1.9 rer .q •tra.:olre 1• 24MLow
0awDr. Salle150 ^•F'o•ulblllq 1r 6ulldlrp owlgrur p.r AASI/T71 I Sw.2. 0dada.FL 22E71
For w ,•1lrwclen w U1. j7., g., 1 rut•• p.R. •,%, Nuw wb sit• FL COA 0021a
ALPINE TPI:—pi wc.er9; frCA: .w..b<ilWlary. ICC: w, u erg 6 30 FL/-/
5/-/-/
R/- TC LL 20.
0 PSF TIC DL 7.
0 PSF BC OL 10.
0 PSF BC LL 0.
0 PSF TOT.LD. 37.
0 PSF DUR.FAC. 1.
25 SPACING 24.011
4-8-0
Scale=.375"/Ft.
REF R408-- 15715
DATE 11/30/
16 DRW HCUSR408 16335158
HC-ENG SCN/
WHK SEQN- 991720 FROM
MT JREF-
1VW8408_ZO3
11/30/2016
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
11589-/Addition -- 106 Garden Street JAWLIKU, tL - NI1Gt
Value Set: 138 (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "138" uses design values approved 1/30/2013 by ALSC
See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing
requirements.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
140 mph wind. 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC
OL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
T -
4-0
L- 1-4-0 -J
12-7-4 Over Continuous Support
R=81 PLF U=25 PLF W=12-7-4
RL=12/-3 PLF
Note: All Plates Are 2X4 Except As Shown. aMMUNI FNh7
Design Crit: FBC2014Res/TPI-2007(STD) M H, ''+•,.
PLT TYP. Wave FT/RT=O% O% /10 0 15 '' OTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft.
WARNINGI•• RM AM FOLLON ALL ROM 0 Ills o=IW'l
r • F •• c,._ TC LL 20. 0 PSF REF R408-- 15716I1P0QFANF•• FUNNIsx THIS eNYIIIC TO ALL CWrRACTUO INCWUINe TIE INSTALIEAS.
Tr««. rpul,. ocrs dr. In r«rle.N „p. Ar,d1 L,p, .b,Po•ro• Imu1II.q are ersl,q. N.r.r c.. roll • '
TIC OL 7.0 PSF DATE 11/30/16NorNa«t «.a.on or OCSI (eu.la.ne Ca orr,.a LHq Inr.rbra. m, er rPl one Tlrq) Lr borer w.ea. pr r
m p.rrer.,.9 W« ru I_ I —I I.— WI I P-1do cego...y bree,ne psr eeS1. Un1... ..1 •
O s
coo d,erd WII Lore preesrlr .Czacl d .tractor• Wstniap ..a bocce. chord al,•II wv.. prep.rly . BC DL 10.0 PSF DRW HCUSR408 16335159rfoldedLrqt.ee•C.en. Y.a.n for p.rp•mnc Nbr•I r«cr..na er ease ""'If I,•.o brbe l,q Impl1« Jam(
l o .«
Clem u. e7 er e10. .. •pPl 0Cable. Reply plot« c...e1, I.C. er tans one p.ntlen « W.., bbe •ne
Olr1- 3.a111 anl.« noted ealar..r. N•Iar ae drw leeA•7 !.r .a•„e.M I•a. pn..a.om.
d • 8C LL 0.0 PSF HC-ENG SCN/WHK
A IPIw•. • dl.l.,an er In eu.ldlry Cart•nrnts Creep Inc WII root « r..pemlbl. rr ..ry «...clan
dr.•1 p, .nr fb,lur. to tulld w crab. ,n conrer«rc. bIN ANSI RPI 1. er Ier I,s,.ellp, .A.op.ro•
a 1 f• • SEQN- 991635ANrtwCoMAWY-'IMINis Ar slq Cases, Ilstlne this drevIq. Indl«w aeebPsdrw dF Pr.F«.IMYI bNelrwrl 4cS TOT. LD. 37.0 PSF
T.
s•..•
n.•.•
rbpper lblllq sl.lr /br ties dmlw .hear,. THs balt•bl Icy bad lies, r MCA dr«Ira M1r .IV bvtb:tar. Ib .c `
24MLFk Dr.slite150 r.rpararlblllq b1 tie• w,Ild1M o«Ioarr per ANSIMI T Sac.:. vNNA`, DUR. PAC. 1.25 FROM MT
orlade.FL IM7 For sor. lnrereralen ... "n ,eft'. ,•n•r•I .ante. p•e. •ne th.....b I $
PACING 24 .0 " J REF - 1 VW8408 Z03
FL COA A3U ALPINE: ....•Ip ln.l w.cs; TPI: .w.cvlmc..rp, RCA a.a.sbc.n %".coa: ICC •.w «r. cry
11/30/2016
Gable Stud Reinforcement Detail
ASCE 7-10: 140 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Ibr 120 mph tltrld Speed. 15' Mein Helght, Partially Enclosed, Exposure C. Kzt a 1.00
llrl 120 mph VOtd Speed. 13' Mean Height. Enclosed. Exposure D. Kzt a 1.00
4 100 nrnh Vlyd Sneed. 15' Mean Heleht. Partlally Enelesed. Exnesuro B. Kzt a IM
S
2x4 Brace
Gable Vertical
pacing I Species I Grade
No
Braces
1) lx4 'L' &race 1) 2x4 'L' Brace 2) 2x4 'L• Brace Us 1) 2" 'L• Brace 2) 2x6 'L' 1p-nce we
Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B
J
U
Q
at
Nr
S P F
F
f 163 02
4' 1- 6' 7• 7. 1• a• 61 r IV 10' 1' la 6• 13' 4' 13' 10' 14• V 14• V
Stud 4' 1• 6' 7' 7' V 8' 6' 8' IV IV 1' 10' 6' 13. 4' 13, to, 14. 0' 14' V
Standard
S P
D F L
4' 6• 7' 4' 7. 8' B' S. 9' V 10' 4' IV 9 13' 8' 14' 0' 14' V 14. 0'
62 4' 3' 7. 3' 7. 7• 8' 7- 8' 11' 1 10' 3' 10' r t3' 6' 14. V 14. 0' 14. V
63 4' r 6' V 1 4' 7' ll• 916, la 2' 10' 71 Ir 5' 13' 4' 14' 0' 14• V
Stud 4' r 6' 0' 6' 4• 71111 B• 6' 10' 2' 10' 71 12' 5' 13' 4' 14. V 14' 0'
Standard 4' 0' 3. 3' 3. 7• 7. V 7' 6' 9' 6' 10' r 11' V Ill• IV 14' o• 14' V
U
L
QJ
U
O
t
S P F
H F
O1 / 62 4' 11' 8' 4' 8' 8' 9' IV 10' 3' 11. 8' 12' r 14' 0' 14' 0' 14' V 14' V
63 4. 8' e' 1• e• 8' 9. 8' 10' l' 11' 7' 12, 1' 14' V 14' D• 14' V 14' a
Stud 4' W 8' 1' 9' v 10' 1' 11' 7' 12, 1' 14' o' 14• o• 14' V 14' a•
Standard 4' 8' 6' 11'9. 3' 9' 11' 11' 7• 12' 1' 14' 0' 14. 0' 14' V 14' 0'
S P
D F L
1 5' 1' e' 5' 9' it, 10' 4' 11. IV 12' 4' 14' B' 14. V 14' V 14' V
92 41 4' RGIIV 0' 4' 0' 41 4'
63 4' 7' 4' II' 8' 12, 1' 4' 0' 14' V 14. V 14. 0'
Stud 4' 9• 7' 4' 9. 9• 10' r 11' e' 12, 1' 14' V 14' V 14• V 14• r
Standard 4' 8' 6' 5' e. 7' 9' r 11. 7' 12, 1' 13' 61 14. V 14• o' 14' 0'
r2
d
X
d
U
O
t
CU
S P F
H F
1 / 62 5. 3' 9' r 9. 6• 10' IV 11. 31 11' e' 13, 5' 14' D' 14' o• 14' V 14' 0'
B3 4' 1 11, 1' 4 14' V 14' . T4-'Ur-
Stud 511, 9' V 9' 4' 10' 8' Ill' 1' 12' 9' 13' 3- 144 V 144 0' 14' V 14' 0'
Standard 5' 1' 8' V 8' 6' 10' 8' 11' 1' Ir 9' 17 3' 14' 0• 14. V 14. 0' 14' 0'
S P
D F L
01 51 B' 91 r 91 e• lo• III 11. • 4 13, V 13. 6' 14' V 14' 0' 14' V 14• V
62 3' 5' 9' r 9. 6' 10' IV ll' 3' 12' 111 13151 14. V 14' V 14. V 14. V
63 5' 3• B• 3' 9• D' 10' 9' 11' r I2' 10, 13. 4• 14' V 14. V 14' 0• 14' V
stud s• 3' v 5• 9' D' IO' 9' 1" r 12' to, 17 4• 14' D• 14' V 14. V 14' o•
Standard 1 5' 1• 1 7' 5- 7. 11' 9' it, 1 10' 7• 1 12' 9' 13' 3' 4' 0' 14' 0• 14. 0' 1 14' B'
Obliorol brace option
vertical length may be
dol lad when tlagansl
bn'ace a used Convct
diagonal braes for 43011
at each end hex sob
totat to gth Is 141.
Vertical tenpth shown
M table above.
L'
K `& Refer to chart above
wwmY = •FAD Me FOLLOW ALL 11tfl6 a "Is aLl1Mi
eslXfmmtm FIOIOOI tla aaVBO TO ALL mmMCIUM OCLi M 9=ALLOL 8
swws WE wwws ewsw" w slim .wawa uwrvwaes mavesy wormvw% ay mrm w saw .w w O, Q$ 1oraetlnalaisFw'Fa'mam0 Vwee Mctler Onetawers don pravab anew per 1
rb ;;I atNrwas. tap dwrd slaw have prapeMy otled" atrvet" ws aemt watts"
r dew haw a prepnly a"ad" p aWFtr pa LaeetLwd dww Ian Oemw"wmt Yta d restrwM of
111711 1 r2 dwn haw Mp O armglWl pa' r. =L Bi a • tla as t e w my pat" to each
d
tom! O F Rover - :a" Ma :'"aFar :trW . wd p + JAMlY irt.a.. m.isw '".ww"
s
S T O ' <
Atpe. a dsabn of mr Mrw oavww"u (iae bv. ~ mt be n.owwbts Far 'ry dale O'• AN mvG iMHtt
we UsUan a "y or to Oamf tlw tre b ae"tanw with Awtvrn b or for
ewt a.v a a 01ift a vereea `•., ••
w A wwsigrw m MY later ow sewn men ar da+r wmrbetw of prw msdond
INCAL AL
6
Lam NvsmpsR OMe ZO ."F- .iteti..n e4'" Y tiw'rompa oaft of d
Assail
ew. wwuar w aw. e w
Iterw 16Sute710RweephadroiW Py.ryewaVtpl t f
Msmylane Negab. MO wawa rep wave
atPM .waste .mtw vb .a'llan an :d`epr to el =Ch w d faw.=W07..=aso
Bracing Group Species and Gradesm
Group At
m-str
lei I • a • Stud
es R=lar N SouthernLs
3
Stud
Stated StWVkrd
Group Bm
slaw
linudes; fM-Larch Southern PMsw
2I s2
Ix4 A'aces shall be SRII CStress-Rated Boardf
sror Ix4 So, PM use only Irwaatral 35 or
Indtutral 43 Stress -Rated Boards. Group B
values may be used with than
Gable Truss DetQR Notes,
VNd Load deflection criterlon Is L/240.
Prodde uptlit cam ectlov for 53 pif over
eontYwae bow I (S psf TC Dead Load)6
Gable end asiports food from 4. 0' autlooleers
eeh a o' ovarherg, or IV PA) an overhato
Attach 'L' braces with 10d (012Vx3g' P&O nalts.
Bl far (1) 'L' brace. since nols at r oc.
In 1V end zaros and V ac. between sores.
1XWor (D 'L' braces• space rolls at 3' as.
In IV end zones ad 6• as between zones
L• bracing wet be a nbriaw of OU of web
me"bar length,
Gable Vertical Plate Sizes
verMcal L hb to
Less than 4. 0' IX4 or 2X3
Grew Mon 4' 0' I Us
Refer to eaavn truss design far
peak, splice. anal Mel plates.
Refer to tM &Adhg Designer for eadebns
not addt'essed by tHs datall.
MAX. TOT. LD. 60 PSF
MAX. SPACING 24.0'
REF ASCE7-10-GAB14015
DATE 10/01/14
DRVG A14015ENCICIO14
11 /30/2016
T
RetnfoiMont
Go
Tr
Galole Detail
For Let -in Verticals
ppropriate Alpine gable detail for
e sizes for vertical studs.
Engineered truss design for peak,
b, and heel plates.
vertical plates overlap, use a
to that covers the total area of
lopped plates to spon the web.
2*
2X4 2X8
rrovlae connsczlons tor uputT speclelea on cne englneerea truss aeslgn.
Attach each 'T' reinforcing member with
End Driven Nails,
10d Common (0.148'x 3.'Atln) Nails at 4' O.C. plus
4) nails In the top and bottom chords.
Toenalled Nails,
IOd Common (0.148'x3'.nln) Toenails at 4' O.C. plus
4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail For ASCE
wind load
ASCE 7-05 Gable Detail Drawings
A13013051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENCI01014, A20015END101014, A20015PEDIO1014,
A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014,
A18030ENCIO1014, A20030ENC101014, A20030END101014, A20030PEDIOIO14
S11515ENCI00815, S12015ENC100815, 314015ENC100815, S16015ENC100815,
S18015ENC100815, S20015ENC100815, S20015END100815, S20015PED100815,
S11530ENC100815, S12030ENC100815, S14030ENC100815, S16030ENC10D815,
S18030ENC100815, S20030ENC100815, S20030END100815, S20030PED100815
See appropriate Alpine gable detail for maximum length.
T' Reinforcement Attachment Detail
T' Reinforcing 'T' Reinforcing
Member Member
Toe-naa - or - En! -pall
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord.
T• reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
Web Length Increase w/ 'T' Brace
Example,
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height - 30 ft. Kzt = 1.00
Gable Vertical = 24'ac. SP 43
T' Reinforcing Member Size = 2x4
T' Brace Increase (Prom Above) - 30% = 1.30
1) 2x4 'L' Brace Length - 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
1.30 x 8' 7' - It' 2'
T' Relnf.
Mbr. Size
T'
Increase
2x4 30
2x6 20
w.VARlm l RICO 00 fRLOV ALL 1QI[S OI THIS OGVDO V- C -••• -3
aeDIPURUAIo ftgNC M THIS ORAVDIG TO CONTastTols UCLMIG TIE VOTALAMIS. REF LET -IN VERT
TrussSo reaJ'e eetrero care h fabricetbq, handing, ahbpY1y I eft1Y p aM bratI p Refer to
f.11 . W latest edebn of Sssl (WAOV caomwnt Safety Infarv=% by TPI and 37ta for safes i 0. O8 1 i DATE 10/01/14
praCUCet PAW to serfs. a Wee fVKtlont. Inotellere shell aravbe tN poraryy braGblp per KSI. Unless rated other -We. tap chord Shell have property ettached structvrel slv 14 a bottom a DRWG GBLLETIN1014rshellhaveaprwpertYettGctwdridCAbnplocationsshb.In for porromm t lateral restraint of as
Q 0 snail have ndddp In. at s per 4blr send an th 37 A 110, of epplics d o1Y pates to each to0ReerutoandingsInatelananewwtsWions, Drtass, unless rated ether.be. i• 7 T
Refer to dra.blps 1401t-Z fin• starndera place positions, • : `(V .
AN fTW COMPANY
RAW. a d•Isbn of ITV waldho Cowpdhants Gray Inc shall not be reliponeble ford Q •.•.• •• v
Oft dre.Mg. my failure to bald W truss In confor-once Mth NISI/TPI 1, or for
Itstatatbw a braCbV of trraaes. 4t`f1'Ct . • t G\ MAX. TOT. LD. 60 PSF
seal a INS drawing or cover pa 115% this draebg, Inmates accoplame of prdfessbrol VV/ t••`'
DUR. FAC. ANY13723RIvelpoltOMee•eo s 'ryreWaalYtr aotely fv W aslon aha.m Th. Wgbaty w use a tlM dro.ft Qi Ay
Sdts Zap Is •nY b W respmubYgr M W Rldrp Designer per IWSIrni I Seca 'd 16
Melybrel HoVft. MO 03017 far wwe bamstlen sot this Job's general not.s pogo end these web anon MAX. SPACING 24.0' ALPINE, ww%Stpbwlt.CoM TPb we..tpb,ft.orgl SSCA, w.e.sbCYtlgtrymgl ICG w..lccweoq
I I/30/2016
L
1 0
LLI a
0
IS
V)
0
Ld -
0
1) -"'
V
F— v
LLJ
0I- N
L.
i o
z 07
Q N
O 0
U o
U
Q U)
F-
Q
f- 0
07
Ld
Q
LLJ
z Iv
0
z a,
LLJ
0 o
z
TQ
F-
L
O
Q -
1
1
LLJ
0
C
LLJ 0V) 0)
V)
7-) 1n
F-
L
LLJ 0
V)
Q a
3: ry
Q
I
i
62'
54' 8'
24'
I
l
I
i
BUILDER TO REVIEW AND APPROVE ALL DIMENSIONS, WALL
HEIGHTS, HEEL HEIGHTS, LOADING AND WIND EXPOSURE AND
ALL FLOOR, CEILING AND ROOF CONDITIONS REFLECTED ON
THIS LAYOUT AND THE SHOP DRAWINGS BY SIGNING BELOW
AND SUBMITTING IT TO OUR OFFICE PRIOR TO FABRICATION.
BUILDER DATE
SHINGLE LOADING
140 m.p.h. WIND 12
EXPOSURE C 4
3-15/16"
BRG.
16'
OVERHANG
PLUMB CUT
TYPICAL TRUSS END
ALL BEAMS BY OTHERS
UNLESS NOTED ON LAYOUT.
ALL ROOF TRUSS HANGERS ARE
SIMPSON HUS26 OR HGUS26-2 AND
ALL FLOOR HANGERS ARE THA422
UNLESS NOTED OTHERWISE.
BEARING HEIGHTS I HANGER TAKEOFF
8'-0" HEIGHT
9'-4" HEIGHT
NOTE
WARNING
CONVEN710MAL FRAYING, ERECTION AND/OR PERMANENT BRACING IS
NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE
MANIIFACTI/RER, OR TRUSS MANUFACTURER PERSONS ERECTING
TRUSSES ARE CAUTIONED TO SEDt PROFESSIONAL ADVICE
RECARDINC ERECTION BRACING WHICH IS ALWAYS REQUIRED 10
PREVENT TOPPLING AND DOMINOINC DURING ERECTION; AND
PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC
APPLICATIONS SEE *GUIDE TO GOOD PRACTICE FOR HANDLING,
INSTALLING. RESTRAINING R BRACING OF METAL PLAIT CONNECTED
WOOD TRUSSES RECOMMENDATIONS'
BC9 2006) FOR FURTHER INFORMATION.
TRUSSES SMALL BE INSTALLED IN A SIRAICHT AND PLUMB
POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP
AND/OR BOTTOM GNORDS. THEY SMALL BE BRACED AS SPECIFIED
ON THE ENGINEERED DESIGN. TRUSSES SMALL BE HANDLED VAIN
REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR
PERSONAL INJURY
ATTENTION
APPROVAL OF THIS TRUSS LAYOUT IS
NECESSARY BEFORE FABRICATION CAN BEGIN.
VERIFY SPANS, PITCHES, OVERHANGS, HEELS
AND BEARING CONDITIONS. ACCEPTANCE OF
THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY.
TRUSSES WILL BE BUILT PER THIS LAYOUT.
ROOF FLOOR
TRUSSES TRUSSES
ACCU—SPAN TRUSS CO.
407-321-1440 / 386-872-5098 / 352-557-4901
LONGWOOD/ORMOND BEACH /MASC07TE
JL STONE
JOB NAME
ADDITION
LOT/BIX/SUBDN
106 GARDEN CT.
30-161MIKE T. 111589
FLOPIDA OQPAP7/AQM OF , ,J. `• i
Business & Professional Regulation ,,' .L11IR
BB PR HO,'[E 9 SOBT DBPn DBPR DIVISIONS CDWACT DBPR
db reProduct Approval
IUSER: Public User
Jrgwm
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
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Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
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Address/Phone/Email ,
Category
Subcategory
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the Evaluation Report
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Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL5325-R6
Revision
2014
Approved
U
SDP Inc. RE\J
410-130 Bridgeland Ave
Toronto,
866) 747-4035 Ext 4
sdipede@sdp-products.com
Sandro Di Pede
sdIpede@sdp-products.com
Sandro DiPede
410-130 Bridgeland Ave
Toronto
416) 780-1700
sandrodi pede@bellnet.ca
Sandro DiPede
410-130 Bridgeland Ave
Toronto
416) 780-1700
sandrodi pede@bellnet.ca
Roofing
Underlayments
SION
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
U Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
Intertek Testing Services NA, Inc.
11/18/2017
John W. Knezevich, PE
lWI Validation Checklist - Hardcopy Received
Sections from the Code
1507.2.3
1507.2.4
rr_WK91 111119 u t r
1507.2.8
1507.3.3
1507.4.5.1
1507.4.5.2
1507.5.3
1507.7.3
1507.8.3
1507.9.3
1507.9.5
1518.4
1523.6.5.2.1
1523.6.5.2.9
Product Approval Method Method 2 Option B
Date Submitted 04/29/2015
Date Validated 04/30/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/23/2015
Summary of Products
FL # Model, Number or Name Description
5325.1 PALISADE Roofing Synthetic Roofing Underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL5325 R6 II 2015 04 FINAL ER SDP UNDERLAYMENTS FL5325-
R6.DdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: 1.) PALISADE is for use in non-HVHZ and HVHZ Evaluation Reports
jurisdictions. 2.) PALISADE SA -HT Is not for use in FL5325 R6 AE 2015 04 FINAL ER SDP UNDERLAYMENTS FL5325-
R6.DdfHVHZ. 3.) Refer to ER Section 5 for Limits of Use.
Created by Independent Third Party: Yes
Bach Next
Contact Us :: 2501 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
00 E
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QTRINITY I ERD
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
SDP, Inc. Evaluation Report S19010.07.09-R2
410-130 Bridgeland Avenue FL5325-R6
Toronto, Ontario M6A 1Z4 Date of Issuance: 07/03/2009
Canada Revision 2: 04/29/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for
use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION: PALISADE'" Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 5.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P E. on 04/29/2025. This does not serve as an electronically signed
document. Signed, sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
QoTmrryIERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: PALISADE`" Roof Underlayments, as produced by SDP, Inc., have demonstrated compliance with the
intent of the following sections of the Florida Building Code through testing in accordance with the applicable sections of the
following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.3, 1507.2.8, 2507.4.5.2, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006
1507.4.5.2, 1507.5.3, 1507.5.3.2, on Heating
1507.7.3, 1507.7.3.2, 1507.8.3,
1S07.8.3.2, 1507.9.3, 1507.9.3.2,
2507.9.5, 1518.4
1518.4 Unrolling, Pliability, Behavior on Heating, ASTM D2626 2004
Breaking Strength, Water Vapor
Permeance
2507.2.4, 1507.5.3 Unrolling, Thickness, Max load, Elongation ASTM D1970 2009
at Break, Adhesion, Thermal Stability, Low
Temp Flex, Tear Resistance, Moisture
Vapor Permeance, Self-Sealability
1507.3.3 Installation Practice FRSA/TRI April 2012 (04-22) 2022
2523.6.5.2.2 Dimensional Stability, Tear Resistance, TAS 104 1995
Breaking Strength, Water Absorption, Low
Temp Flex, UV Exposure, Accelerated
Aging, Cyclic Elongation, Water Vapor
Transmission
1523.6.5.2.9 Comparative Rupture TAS 127, Appendix B 2995
TAS 220 Accelerated Weathering TAS 210 2000
3. REFERENCES:
i221 Examination Reference Date
ERD (TST6049) Physical Properties S4240.10.06 10/03/2006
ERD (TST6049) Physical Properties & Rupture SO404C.12.05-R2 02/23/2009
ERD (TST6049) Accelerated Weathering S37000.06.11 06/14/2022
ICC-ES (EVL2396) IBC/IRC Compliance ESR-2847 03/01/2015
Miami -Dade (CER3592) HVHZ Compliance 11-0724.05 21/20/2011
ITS-ETL/WH (QUA1673) Quality Control Inspection Report 12/18/2014
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underlayments:
4.1.1 PALISADE'" is a synthetic roofing underlayment comprised of a polyolefin-coated, woven construction with dual skid
resistant surfaces. PALISADE'" is acceptable for use in non-HVHZ and HVHZ jurisdictions. Refer to Limits of Use herein.
4.2 Self-Adherins Underlayments:
4.2.1 PALISADE- SA -HT is a self -adhering roofing underlayment comprised of a polyolefin-coated, woven construction with
skid resistant upper surface and self -adhering bottom surface. PALISADE'" SA -HT is not for use in HVHZ. Refer to Limits
of Use herein.
Exterior Research and Design, LLC. Evaluation Report S39030.07.09-R2
Certificate of Authadrotlon #9503 FL53ZS-R6
Revision 2: 04/Z9/2015
Page 2 of 5
QOTFuNITYIERD
5. LIMITATIONS:
5.2 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose
5.2 Non-HVHZ Jurisdictions:
5.2.1 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this
product.
5.2.2 PALISADE'" Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.2.3 Allowable Roof Covers:
Table 1: Roof Cover Options
Underlayment
Asphalt
Nail -On Tile Foam -On Tile Metal
wood Shakes
Slate
Shingles Shingles
PALISADE'" Yes
Yes
No Yes Yes Yes
as base layer only)
PALISADE- SA -HT Yes No No Yes Yes Yes
5.2.4 Allowable Substrates:
PALISADE"' SA -HT adhered to plywood or to mechanically attached PALISADE'".
5.2.5 Exposure Limitations:
PALISADE— shall not be left exposed for longer than 180-days after installation.
PALISADE" SA -HT shall not be left exposed for longer than 30-days after installation
5.3 HVHZ Jurisdictions:
5.3.1 PALISADE'" SA -HT is not for use in HVHZ.
5.3.2 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.3.3 This Evaluation is for prepared roofing applications. Minimum deck requirements shall be compliant with applicable
FBC sections.
5.3.4 PALISADE'" shall not be applied in hot asphalt.
5.3.5 PALISADE'" shall be installed in strict compliance with the requirements for ASTM D226, Type II or ASTM D2626
underlayment in Section 1518 for the type of prepared roof covering to be installed.
5.3.6 PALISADE— may be used with asphalt shingles, tile roofs (base layer only), non-structural metal roofing / metal shingles,
quarry slate, slate -type shingles and wood shakes & shingles.
For tile roof applications, PALISADETM shall be mechanically attached as an anchor sheet in accordance with Section 6.4
herein, followed by Tamko TW Metal and Tile Underlayment (NOA 12-0406.07), GAF UnderRoof 2 (NOA 13-1104.11) or
CertainTeed Flintlastic SA Cap (NOA 14-0724.16).
5.3.7 If PALISADE'" is not specifically listed in the prepared roof covering NOA, this report may be submitted to the AHJ or
Miami -Dade Product Control Dept., along with fire classification information, for their consideration.
5.3.8 PALISADE'" underlayment shall not be left exposed for longer than 180-days after installation.
5.4 All products listed herein shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3 requirements.
Exterior Research and Design, LLC. Evaluation Report S39010.07.09-R2
Certykare oJAuthori:ation 09503 FL5325-R6
Revision 2: 04/29/2015
Page 3 of 5
QOTRINITYIERD
6. INSTALLATION:
6.1 PALISADE'" Roof Underlayments shall be installed in accordance with SDP published installation requirements subject
to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application, and prime the substrate with Elastocol Stick.
6.3 Non-HVHZ Jurisdictions:
6.3.1 PALISADE"':
Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Sections 1507
for the type of prepared roof covering to be installed.
6.3.1.1 Non -Tile Applications:
PALISADE'" is installed horizontally with the printed side up, and with 3-inch horizontal laps and 6-inch vertical laps.
Overlaps must run with the flow of the water in a shingle pattern. The underlayment is only attached to the roof deck
with roofing nails (smooth or ring-shanked) having 1-inch minimum diameter plastic or steel caps compliant with FBC
1507.2.6. Cap nails are spaced at 6 inches on center at vertical laps, and at 11 inches on center at horizontal laps. In the
field area, apply fasteners at 13 inches spaced vertically and 22 inches on center horizontally. All caps (including nails)
must be fully flush with the underlayment surface. Do not install fasteners over unsupported areas/voids. Repair all
tears, holes, or damage to the underlayment. For slopes less than 4:12, use a full 20" half lap over the underlying
course. Apply underlayment up all abutments at least 6 inches.
In non-HVHZ high wind regions where V"„ > 181 mph (V,,d > 140 mph) or exposure beyond 30 days, increase the
fastener density to cap nails spaced 3 inches on center at vertical laps, and at 5.5 inches on center at horizontal laps. In
the field area, apply fasteners at 6.5 inches spaced vertically and 11 inches on center horizontally. In addition, secure
laps by folding all laps over before nailing, or taping securely across lap seams using exterior grade sheathing tape, or
sealants such as roofing cement (asbestos free meeting ASTMD4586), EPDM or butyl to seal laps.
6.3.1.2 Nail -On Tile Applications, Base Laver in 2 Ply System:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein using PALISADE'" as the
mechanically attached base ply in a 2 ply underlayment system, followed by Tamko TW Metal and Tile Underlayment
FL32328), GAF UnderRoof 2 Polyester -Surfaced Leak Barrier (FL10626) or CertainTeed Flintlastic SA Cap (FL31288) as
the top layer.
For mechanically fastened tile roofing, refer to SDP published installation instructions, but not less than FRSA/TRI April
2012 (04-12), Table 1.
6.3.2 PALISADE SA -HT-:
Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type
of prepared roof covering to be installed.
The installer is responsible to determine whether priming is required to ensure PALISADE'" SA -HT will stay adhered to
the substrate.
6.3.2.1 Non -Tile Applications:
PALISADE SA -HT'" is installed horizontally with the printed side up, and with 3-inch horizontal laps and 6-inch vertical
laps. Starting at the low point, and with salvage edge at the high point, position horizontally a full roll or cut the
membrane into 10-15 ft. (3-5m) lengths and re —roll loosely. Peel back 1-2 ft. (300-600mm) of release film, align the
membrane, and continue to peel the release film from the membrane. Press the membrane in place with heavy hand
pressure. Apply uniform pressure to the membrane roll side and end laps to insure water tightness and bonding to the
substrate.
Always work from the low to the high point of the roof. Follow good roofing practice by orientating PALISADE -SA -HT'"
so side laps shed water. Apply the membrane in valleys before the membrane is applied to the eaves. For valley and
ridge application, peel the release film; center the sheet over the valley or ridge, drape, and press into in place. Work
the center of the valley or ridge outward in each direction. Following placement along the eaves, continue application
of the membrane up slope. If nailing of the membrane is necessary on steep slopes, especially during hot or cold
weather, back nail and cover the nails by overlapping with the next sheet.
Exterior Research and Design, I.I.C. Evaluation Report S19010.07.09-R2
Certificate of Authorization #9503 FL5325-R6
Revision 2: 04/29/2025
Page 4 of 5
7
B.
9.
VTRINIWIERD
6.4 HVHZ Jurisdictions:
6.4.1 System Eft: Underlayment mechanically fastened to deck
Deck Type 1: Wood, Non -Insulated
Deck Description: Min. 19/32" plywood or wood plank
Underlayment: One or more plies of PALISADE" with minimum 4" wide head laps and minimum 6" wide end
laps, mechanically fastened to deck.
Fastening: HVHZ Approved nails and tin caps 6" o.c. at lap and three equally spaced staggered rows 12"
o.c. in the field.
Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles or slate.
6.4.2 System E(2): Base underlavment mechanically fastened to deck, too laver adhered
Deck Type 1: Wood, Non -Insulated
Deck Description: Min. 19/32" plywood or wood plank
Base Layer: One or more plies of PALISADE'" with minimum 4" wide head laps and minimum 6" wide end
laps, mechanically fastened to deck.
Fastening: HVHZ Approved nails and tin caps 6" o.c. at lap and three equally spaced staggered rows 12"
o.c. in the field.
Top Layer: Tamko TW Metal and Tile Underlayment (NOA 12-0406.07), GAF UnderRoof 2 (NOA 13-
1104.11) or CertainTeed Flintlastic SA Cap (NOA 14-0724.16), self -adhered to the base layer.
See current FBC HVHZ approval for installation guidelines and limits of use of top layer.
Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles, slate or tile.
Note: For tile applications, AHJ shall verify that top layer underlayments listed herein hold current
HVHZ Product Approval and/or Miami -Dade NOA for use as a the underlayment.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
MANUFACTURING PLANTS:
Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 CIA requirements.
QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc. — ETL/Warnock Hersey — QUA3673; (905) 678-4913
END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 519030.07.09-RZ
Certificate of Autharitation 09503 FL5325-R6
Revision 2: 04/29/2015
Page 5 of 5
u
Professional Regulation
BCIS Home l Log In I User Registration I Hot Topics Submit Surcharge l Stats & Facts l Publications l FBC Staff l BCIS Site Map l Links l Search
Or* USER:
uubApproval
USER: Public User
Product Approval Menu > Product or Application Search > Aooliration List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL6095-R3
Revision
2014
Approved
U
RPS Rollformers
302 Forth Ave
Welaka, FL 32193
386)467-9277
fivalidation@yahoo.com
Allen Ives
fivalidation@yahoo.com
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Ri Evaluation Report - Hardcopy Received
Terrence Wolfe
PE-44923
Keystone Certifications, Inc.
04/02/2025
Locke Bowden
D Validation Checklist - Hardcopy Received
FL6095 R3 COI Letter of Certification.odf
Standard Year
FM 4471 1992
UL1897 2004
UL580 2006
Product Approval Method Method 1 Option D
Date Submitted 04/02/2015
Date Validated 04/07/2015
Date Pending FBC Approval 04/12/2015
Date Approved 06/23/2015
Summary of Products
FL # Model, Number or Name Description
6095.1 Prol-ok 24 Ga. Pro Lok Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6095 R3 II 24 Ga. Pro Lok over plywood Secured.odf
Verified By: Terrence E. Wolfe, P.E. 44923ApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-86.75PSF Evaluation Reports
Other: -86.75 psf @ 12" o.c. fastener spacing. Install per
manufacturers details. Not for use in HVHZ Zones.
FL6095 R3 AE 24 Ga. Pro Lok over plywood Secured.Ddf
Created by Independent Third Party: Yes
6095.2 SuperPro 26 Ga. Super Pro Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6095 R3 II 26 Ga. Super Pro Panel over Plywood
Approved for use outside HVHZ: Yes Secured.Ddf
Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-168.5PSF Created by Independent Third Party: Yes
Other: -71.75 psf at 9"-9"-9"-9" Fastener Pattern at 24" O.C. Evaluation Reports
168.5 psf at 6.5"-2.5"-6.5"-2.5"-6.5"-2.5"-6.5" Fastener
Pattern at 12" O.C. Install per manufacturers details. Not for
FL6095 R3 AE 26 Ga. Super Pro Panel over Plywood
Secured.pdf
use in HVHZ Zones Created by Independent Third Party: Yes
6095.3 SuperPro 29 Ga. Super Pro Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL6095 R3 Il 29 Ga. Super Pro Panel over Plywood
Approved for use outside HVHZ: Yes Secured.Ddf
Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-168.5PSF Created by Independent Third Party: Yes
Other: -69.25 psf at 9"-9"-9"-9" Fastener Pattern at 24" O.C. Evaluation Reports
168.5 psf at 6.5"-2.5"-6.5"-2.5"-6.5"-2.5"-6.5" Fastener FL6095 R3 AE 29 Ga. Super Pro Panel over Plywood
Pattern at 12" O.C. Install per manufacturers details. Not for Secured.Ddf
use in HVHZ Zones. Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer, Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mall to this entity, instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter
455, F.S., please click here .
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1
rce Engineering & Testing Inc.
19530 Ramblewood Drive
Humblc,TX 77338
Product Evaluation Report
RPS ROLLFORMERS, INC.
26 Ga. Super Pro Roof Panel over 15132" Plywood
Florida Product Approval # 6095.2 R3
Florida Building Code 2014
Per Rule 61G20-3
Method: i —D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
RPS Rollformers, Inc.
302 4`h Ave.
Welaka, FL 32193
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID:1920
Validator•
Locke Bowden, P.E., FL #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1— 4
ii111f11,,
N.C. E• Z. y,
V CEkS
i
A •
STATE OF ;
O R I
sw.srres E•s; ?
FL# 6095.2 R3
April 7, 2015
r Force Engineering & Testing Inc.
19530 Ramblcwood Drive
Humblc,TX 77338
Compliance Statement- The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Product Description: Super Pro Roof Panel, Min. 26 Ga. Steel, 36" Wide, through fastened roof panel
over 15/32" APA Plywood decking. Non -Structural Application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel conforming to Florida Building Code 2014
Section 1507.4.3.
Yield Strength: Min. 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.0190" min.
Width: 36" maximum coverage
Rib Height: %" major rib at 9" O.C.
Panel Rollformer: MRS Metal Rollforming Systems
Panel Fastener: q9-15 x 1-1/2" HWH Woodgrip with sealing washing or approved equal
X" minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description: Min. 15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Substrate must be designed in accordance w/ Florida Building Code
2014.
Design Uplift Pressures:
Table "A"
Maximum Total Uplift Design Pressure: 71.75 psf 168.5 psf
6.5"-2.5"-6.5"-2.5"-
Fastener Pattern: 9.1_9.1_9.._9..
6.5"-2.5"-6.5"
Fastener Spacing: 24" O.C. 12" O.C.
Design Pressure includes a Safety Factor = 2.0.
Q`V C E k s F .P :
No. 4499Jai_
d . STATE OP ;
W AZW. o R ID .
sr.enees i2 110NAL `
If/
11110 FL#
6095.2 R3 Apri17,
2015
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Humblc,TX 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2024, Section 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
UL 580-06 - Test for Uplift Resistance of Roof Assemblies
UL 1897-04 - Uplift Test for Roof Covering Systems
Reference Data: 1. UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization q TST-5328)
Report No. 118-0075T-05 & 118-0111T-09A
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
FBC Organization # ANE ID: 1920)
Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per manufacturer's recommended details.
Underlayment: Per Manufacturer's installation guidelines in compliance with Florida Building
Code 2014.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
1tf1r1111,,.
0 E• E, ty Ire, O
1v'CEkSF`i
JOTS• No.419/'.
t J
d • STATE OF ; ql
v .
s.raraes ,
o• A
RI ID
111111104
FL# 6095.2 R3
April 7, 2015
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Humblc,TX 77338
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2014 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
FL# 6095.2 R3
pullover. Support framing must be in compliance with Florida Building Code 2014
Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
N.0 E, E, iyo
CENSF A%
iVo. 419
d • STATE OF ; q
ALILI V
CAAYY7A
1OII11{{" '.
April 7, 2015
r
6 1/2' _ 2 1/2"
26 GA. SUPER PRO OVER MIN. 3F PLYWOOD
TYPE 1 FASTENER PATTERN
1 OOMNLOVS UK SEAL
rORUS E ON 12tEssTHENx:
9-15 x 1 1/2" WOODGRIP W/ SEALING WASHER
TYPE 2 FASTENER PATTERN
6 1/2" 2 1/2' 6 1/2" 2 1/2" 6 1/2' 2 1/2' CONHNVOOS YAK SEAL
fON VSC ON SLOPES
IISS THEN 3:Q
9-15 x 1 1/2" WOODGRIP W/ SEALING WASHER
s•{Sllrlord',
kf
r t3 • n
A •
tee', \ ( •.., ,.1' .`
O
1g/
41 R %
e
SS ONAL....
MAR 2 2 7012
t
Professional Regulation_
r
BCIS Home I Log In , User Registration , Mot Top1cs Submit Surcharge I Slats 11 Facts Publications FBC Staff BCIS Site Map I Links Search
FI dda
r Product Approval
USER: Public User
6vtRpavAyaton
Product Approval Menu > Product or Application Search > Application Llst > Application Detail
OFFICE OF THE FL 7t FL12198-R4
Application Type Revision
Code Version 2014
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived U
Product Manufacturer KAYCAN LTD
Address/Phone/Email 1 Memorial Drive
Richford, VT 05476
662) 252-9991 Ext
joe.lundine@kpproduc c
Authorized Signature Jovanovic Alex
alex.jovanovic@kpproducts.com OJ ING
Technical Representative Joe Lundine
Address/Phone/Email 402 Boyer St
Williston, VT 05495
662) 252-9991 7.6
joe.lundine@kpproducts.com # 1 6
Quality Assurance Representative Joe Lundlne
Address/Phone/Email 402 Boyer St
Williston, VT 05495
662) 252-9991
joe.lundine@kpproducts.com
Category Panel Walls
Subcategory Soffits
Compliance Method Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated By Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard Year
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/08/2016
Date Validated 03/11/2016
Date Pending FBC Approval
Date Approved 03/13/2016
Summary of Products
FL it Model, Number or Name Description
12198.1 Aluminum Soffit SP-600 SP-600 16" Vented Aluminum Soffit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL12198 R4 C CAC 15102101.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/01/2021
Design Pressure: +55/-35 Installation Instructions
Other: Maximum Panel Dimensions: 21-1/2" x 16.515" FL12198 R4 Il 15102101.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
12198.2 Vinyl Soffit D5 D5 10" Vented Vinyl Soffit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL12198 R4 C CAC 15102102.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/20/2021
Design Pressure: +55/-35 Installation Instructions
Other: Maximum Panel Dimensions: 21-1/2" x 11.384" FL12198 R4 II 15102102.0f
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
12198.3 Vinyl Soffit T4 T4 12" Vented Vinyl Soffit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL12198 R4 C CAC 15102102.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/20/2021
Design Pressure: +55/-35 Installation Instructions
Other: Maximum Panel Dimensions: 21-1/2" x 13.352" FL12198 R4 II 15102102.Ddf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
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Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487.2824
The State of Florida Is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. ]f you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
45S, F.S., please click here .
Product Approval Accepts:
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MIAMI•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Kaycan
1 Memorial Drive.
Richford, VT 05476
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade
County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Model SP-600 16"Aluminum Vented Soffit
APPROVAL DOCUMENT: Drawing No. KAY0003, titled "SP-600 16" Aluminum Soffit — Vented",
sheets 1 through 4 of 4, dated 12/27/2011, with revision 2 dated 03/17/2015, prepared by the manufacturer,
signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control renewal
stamp with the Notice -of Acceptance number and expiration date by the Miami -Dade County Product
Control Section.
MISSILE IMPACT RATING: None
LABELING: Each piece shall bear a permanent label marked at not more than 4' o.c. with the
manufacturer's name or logo, Pointe -Claire, QC, Canada and following statement: "Miami -Dade County
Product Control Approved", per FBC 1710.9.2 and 1710.9.3.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 15-0612.15 and consists of this page 1 and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 15-1021.01
Expiration Date: June 1, 2021
O"`, Approval Date: February 18, 2016qot1IPage1
Ka can
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA # 15-0612.1S"
1. Drawing No. KAY0003, titled "SP-600 16" Aluminum Soffit — Vented", sheets 1 through 4 of
4, dated 12/27/2011, with revision 3 dated 03/17/2015, prepared by the manufacturer, signed
and sealed by Robert J. Amoruso, P.E.
B. TESTS "Submitted «ruler NOA # 05-0802.03"
1. Test report of Cyclic Load Pressure Test per TAS 203 and test report of Uniform Static Load Test
per TAS 202 on Aluminum Soffit SP-600 prepared by Architectural Testing, Test Report No.
55982.02-122-18, dated 07/18/2005, signed and sealed by S. M. Urich, P.E.
2. Test report of Tensile Test per ASTM E8 on Aluminum Vented Soffit, prepared by
Architectural Testing, Test Report No. 55982.03-122-18, dated 04/26/2005, signed and sealed
by Joseph A. Reed, P.E.
C. CALCULATIONS "Submitted under NOA # 12-0124.04"
1. Anchor calculations prepared by PTC Product Design Group, LLC, dated 12/2712011, signed
and sealed by Robert J. Amoruso, P.E.
Submitted under NOA # 05-0802.03"
2. Anchor calculations prepared by H. R. Engineering, Inc., pages 1 through 3, dated 07/25/2005,
signed and sealed by Allen N. Reeves, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Submitled under NOA #.15-0612.15"
1. Statement letter of code conformance to 5'11 edition (2014) FBC and of no financial interest,
prepared by PTC Product Design Group, LLC, dated 03/17/2015, signed and sealed by Robert
J. Amoruso, P.E.
Submitted under NOA # 12-0124.04"
2. Statement letter of code conformance to 2010 FBC and no financial interest, prepared by PTC
Product Design Group, LLC, dated 01/19/2012, signed and sealed by Robert J. Amoruso, P.E.
Submitted router NOA # 11-0325.03"
3. Distributor agreement dated 04/25/2011.
a
0c
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.15-1021.01
Expiration Date: June 1, 2021
Approval Date: February 18, 2016
E-I
KAYCAN BUILDING PRODUCTS g
SP-60016 ALUMINUMSOFFIT - VENTED
INSTALLATIONANCSORAGE DETAILS a
a.
0ENERALNOT06,
1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE
FLORIDA BUILDING CODE (FBC) - BUILDING AND RESIDENTIAL VOLUMES INCLUDING THOSE
SECTIONS OF THE FOG PERTAINING TO THE HIGH VELOCITY HURRICANE ZONE p(VN2) AT THE
DESIGN PRESSURE(S) STATED HEREIN. THE PRODUCT WAS TESTED TO TAS-M AND TAS-=
IMPACT TESTING TO TAS-20113 NOT REQUIRED FOR SOFFIT. STRUCTURAL TEST RESULTS BASED
ON TAB 202 WERE DIVIDED BY IA AS REQUIRED BY THE CURRENT EDITION OF THE FBC-BUILDING
AND RESIDENTIAL VOLUMES.
2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED
ARCHITECTURAL TESTING REPORT 1156BN12D2-122.16. INCLUDING ASSOCIATED LABORATORY
STAMPED DRAWINGS.
3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING
COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE
AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT.
4. OVERHANG RECEIVING ALUMINUM SOFFIT SHALL BE CHECKED FOR STRUCTURAL INADEQUACY.
CRACKS OR DEFECTS THAT SHALL BE ELIMINATED.
5. INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTS. STARTER
STRIPS AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT
EDITION OF THE FLORIDA BUILDING CODE • BUILDING AND RESIDENTIAL VOLUMES AND THE
MANUFACTURER'S INSTRUCTIONS.
0. SITE CONDITIONS THAT OEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER
ENGINEERINO EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT.
T. LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE
BUILDING AND RESIDENTIAL VOLUMES.
S. SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING
CODE - BUILDING AND RESIDENTIAL VOLUMES.
4.1. 0.7 SO INCHILINEAL FT.
INSTALLATION NOTES:
1. ANCHORS SHALL BE THE TYPE, SIZE, EMBEDMENT AND
EDGE DISTANCE SHOWN HEREIN FOR RESPEC71VE
SUBSTRATE.
2. INSTALLATION ANCHORS SHALL BE AS SHOWN ON THE
BATTEN INSTALLATION'ARD'SOFFIT INSTALLATION'
SECTIONS ON SHEETS 3 AND 4.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
WALL FINISHES QCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER AND SIOIN%
4. FOR INSTALLATION OF BATTEN TO WOOD STRUCTURE
USE SS x T WOOD SCREW OR SB x 3' TAPPING SCREW.
PLACE ONE SCREW PER LOCATION AND MAXIMUM 24'
O.C. ALONG BATTEN LENGTH.
A FOR INSTALLATION OF SOFFIT TO BATTEN USE 0.17
DIAMETER x 1-1R' LONG SMOOTH, SCREW OR RIND
SHANK ROOFING NAIL WITH 300' DIAMETER HEAD.
6, ALL FASTENERS SHALL HAVE CORROSION RESISTANT
COATINGS OR BE MADE OF CORROSION RESISTANT
MATERIALS COMPATIBLE WITH THE SUBSTRATE
MATERIALS
BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL
I SP-600 16' VENTED SOFFIT ALUM. 3004-HIS
2. F-CHANNEL ALUMINUM
3 6' FASICA ALUMINUM
4 0.12" DIAMETER x 1-1/2" LONG ROOFING NAIL WITH 3/8" DIA.
HEAD. USED TO ATTACH SOFFIT TO BATTEN
STEEL
5 8 x 3" WOOD SCREW OR #8 x 3" TAPPING SCREW. USED TO
ATTACH BATTEN TO WOOD STRUCTURE
STEEL
6 2" x 2" WOOD BATTEN WOOD
ALUMINUM SOFFIT SPECIFICATIONS:
I. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT IS
MANUFACTURED BY ALUMINUM PRODUCTS.3075
TRANSCA4ADA HWY. POINTE-CLAIRE. OC HOR I84.
CANADA.
2. SP-6001B'SOFFIT -VENTED
L1. MATERIAL: ALUMINUM30044(1S
2.2. WALL THICKNESS:0.016'
2.1 PANEL LENGTH& 17 -W LONG
3. TRIM
3.1 F-CHANNEL
11.M MATERIAL: ALUMINUM
1.2 WALL THICKNESS:OMr
12 FASCIA
52.1 MATERIAL: ALUMINUM
3.12 WALL THICKNESS. 0.022
I I lal l
Bvll4 C i
FY11r
TABLE OF CONTENT
SHEET DESCRIPTION
1 GENERAL AND INSTALLATION NOTES, B.O.M. AND D.P. CHART
2 APPROVED SOFFIT PROFILE AND COMPONENTS
3 SOFFIT INSTALLATION AND CROSS SECTION
4 SOFFIT INSTALLATION SECTION
FROOLKRREVLW
a ow I4ti V461m omift
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sA.FIPmpb w No
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Ratle P.E. Na 40M
N0 48 7
DESIGN PRESSURE (PSF) RATING y
SOFFIT MODEL DESIGN PRESSURE (PSF) L STATE OF
SP-600 18" ALUM. VENTED SOFFIT W/F-CHANNEL +55.OPSF/-35.Opsf ,4isS;0Ojy TEN
21 1/2" MAX.
PANEL LENGTH
16.515"
963" 5.294"
15.
125" 4.272" .861"
0.251' --{
335
0 381" x 0.015" .
375" 1.102" NIB
EMBOSS
22"
4"
375"
1
AIITwNWI ]W.I OATS' llw.
6"
3 autwxww .r Twat —
1.438"
442"
75'
F2KwaraW awn• Twat
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Oa FwaW
9
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MIyYi r Fti lw L a
mmelawm
w.wa etvw w.im ow FIs1Y
21 1/2" MAX. WIDTH
10" MAX. O.C.
1O.
CC.. o,
B
x 3" WOOD SCREW OR TAPPING
SCREW, BATTEN ATTACHMENT
FASTENER SPACED
24" MAX. O.C. FASCIA
O
2
x 2 BATTENS - TYPICAL
v
4 INSTALLATION
NAILS. TYP. m
10" MAX. O.C. SPACING ALONG
SOFFIT LENGTH 1"
MIN. IS"
ALWORUM SOFFR Q
a
2
x 2 BATTENS TYPICAL
Qj
e8
x 3" WOOD SC TAPPING
SCREW, ATTACHMENT
FASTENER 24"
M n
4"
MAX, MINIMUM SOUTHERN PINE a R $ 1 is O.
C. % TIMBER FRAMING ® 24" O.C. I
a to -a WALL
If8
x 3" WOOD SCREW OR TAPPING
SCREW, BATTEN ATTACHMENT
FASTENER SPACED 24"
MAX. O.C. 5
Z
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ao
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i•4
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BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Sue Map I Links I Search
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100Lu- -3) r ®Product Approval
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USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL10474-RI
Application Type Revision
Code Version 2014
Application Status Applied For
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
0 RE J1
C.H.I. Overhead Doors
1485 Sunrise Drive
SION
Arthur, IL 61911 v pIHG, 217) 543-2135 Ext4273 0
phunter@chiohd.com
Pat Hunter
phunter@chiohd.com
James K. Campbell
1485 Sunrise Drive
Arthur, IL 61911
217) 543-2135 Ext4273
jcampbell@chiohd.com
Patrick J. Hunter
PO Box 260
1485 Sunrise Drive
Arthur, IL 61911
217) 543-2762
phunter@chiohd.com
Exterior Doors
Sectional Exterior Door Assemblies
SANFORD
A,
FpAR
6- 1076
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
I J Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed John E. Scates
the Evaluation Report
Florida License PE-51737
Quality Assurance Entity Architectural Testing, Inc.
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Gordon Thomas, P.E.
O Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard) Standard
ANSI/DASMA 108
ANSI/DASMA 108
ANSI/DASMA 108
ASTM E330
Year
2002
2005
2012
2002
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 03/15/2012
Date Validated
Summary of Products
FL it Model, Number or Name Description
10474.1 221X, 228X, 421X, 428X, 521X, Steel sandwich; with polystyrene or urethane insulation. See
528X, 591X, 598X, 3212, 3216, 3285 also FL-15043 and 15074
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL10474 Rl II Jamb Attachment Drawings s.Ddf
Approved for use outside HVHZ: Yes Verified By: John E. Scates, P.E. FL-51737
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +41.3/-46.0 Evaluation Reports
Other: Sectional doors provided for potential "code -plus" FL10474 RI AE Eval Reot 2015 1215s.Ddf
applications. Large Missile impact (9 pound missile) and FL10474 RI AE FZ9i-18-02516s.Ddf
cycling tests conducted in accordance with ANSI/DASMA 115, Created by Independent Third Party: Yes
ASTM E1886 and ASTM E1996. Static tests conducted in
accordance with ASTM E330 and ANSI/DASMA 108, These are
accepted test methods per 5th edition (2014) FBC Sections
1609 and 1715, See drawing FZ9i-18-02516 for pressures
41.3/-46.0(psf) for 16'-2" wide through 27.1/-30.2(psf) for
24'-00" wide.
10474.2 3212, 3216, 3285, 53xx, 54xx, Steel sandwich; with polystyrene or urethane insulation with
55xx, 56xx, 57xx, 58xx or without overlay. See also FL-10408 and 15043
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL10474 Rl 11 Jamb Attachment Drawings s.Ddf
Approved for use outside HVHZ: Yes Verified By: John E. Scates, P.E. FL-51737
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure- +41.3/-46.0 Evaluation Reports
Other: Sectional doors provided for potential "code -plus" FL10474 Rl AE Eval Reot 2015 1215s.Ddf
applications. Large Missile impact (9 pound missile) and FL10474 R1 AE FZ9i-18-04506s.Ddf
cycling tests conducted in accordance with ANSI/DASMA 115, Created by Independent Third Party: Yes
ASTM E1886 and ASTM E1996. Static tests conducted in
accordance with ASTM E330 and ANSI/DASMA 108. These are
accepted test methods per 5th edition (2014) FBC Sections
1609 and 1715. See drawing FZ9i-18-04506 for pressures
41.3/-46.0(psf) for 10'-2" wide through 23.7/-26.4(psf) for
24'-00" wide.
10474.3 5250, 5251, 5240, 5240, 4250, Steel Pan; hollow or with laid in place polystyrene insulation.
4251, 4240, 4240, 2250, 2251, See FL-15012
2240, 2240
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL10474 111 11 Jamb Attachment Drawings s.Ddf
Approved for use outside HVHZ: Yes Verified By: John E. Scates FL 51737
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL10474 Rl AE Evaluation Report s.Ddf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
FIN 19-1-0-11®
Anchor: 1TW Tapcon or Tapcon LDT or Sirripson Strong -Tie. keep each area clear of —
ITW Ramsey Redhead Tapcon, 1/4" diameter, minimum 3.5" long with washer that conforms to ANSI B1822.1 type B.
any bask jamb
m attachment fasteners
ITW Ramset/ Redhead Large Diameter Tapcon, 3/9" diameter, minimum 4" long with washer that conforms to ANSI B 18.22.1 type B.
Simpson Then HD. 3/8" diameter, minimum 4" long with wisher that conforms to ANSI B18.22.1 type B. T
Simpson Wedge -All, 3/8" diameter, minimum 4" long with washer do conforms to ANSI B 19.22.1 type B. g•
When applying back jambs over dry wall or other non structural wall covering, use longer fasteners to insure minimum embedment required. 1
This chart applies to wood species with specific gravity greater than or equal to 0.42 including spruce pine fir (SPF) and southern pine (SP).
See char for minimum washer diameter. Washer diameters in chart are based on use of Spruce Pine Fir. Washers maybe 100%smaller when Southern Pine is used
See chart for minimum edge distance required. Lowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor.
FASTENER SPAaNG (Inches)
2SOO psi concrete Filled CMU
ITW Tapcon
Simpson
Strong -Tie
1 4" 1 4" 3/8" 3 8 3 B" 3/8"
24 24 24 24 24 24
24 22 24 24 24 24
24 20 24 24 24 16
24 18 24 22 24 16
24 17 24 20 24 16
24 1 15 24 18 24 16
24 15 24 17 16 16
22 13 24 16 16 8
21 13 24 1 15 1 16 8
19 12 24 1 14 1 16 8
16 10 24 12 16 8
16 10 24 11 8 8
14 8 24 10 8 8
12 1 7 20 9 8 8
11 7 20 8 8 8
10 6 17 7 8 n/a
9 n/a 16 1 6 1 8 n/a
8 n/a 13 1 6 n/a n/a
n/a n/a 12 n/a n/a I n/a
2S00 psi concrete Filled CMU
IT Tapcon ITW LDT nteWNoND
fti- we
All
1/4" 1/4" 3/8" 3/8" 3/8' 3/8"
1.75" 1.7S" 2.5" 2.S" 2.7S" 2.68"
1-1/8" 7/8" 1-1/2" 1" 1-1/8' 1-1/8»
2-1/2' 2-1/2" 3" 3" 4" 4"
50B# 319# 859# 371# 480# 340#
DOOR WIDTH
22'-9
24'-3
31'-9
34'-3
and inches) at a given DESIGN PRESSURE
J1
3•
I
g"
I
Highest anchor installed at
least as high as door opening.
Anchors to be evenly spaced between
the header and the floor.
2x6 structural grade lumber.
May be counterbored up to 3/8' deep
at each anchor location to provide a
flush mounting surface.
14psf 17psf I 20psf I 24psf I 28psf 32psf 36psf I 40psf I 44psf I 48psf 53psf I SBpsf 63psf 69psf I 75psf I 81psf I 87psf 93psf
First anchor to star at no more than
DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) half the fastener sparing distance and
no lets than the minimum edge distance.
FASTENER DIAMETER
0
EMBEDMENT LENGTH
WASHER DIAMETER
EDGE DISTANCE Supporting structural elements shall be designed by a regi-mred
FASTENER LOAD CAPACITY ) professional engineer for wind foods in addition to other bads
This dewing does nor address the jambfwall design, but only door
attachman. Janbiwa8 construction is shown only for ilhuuation
purposes. The building designer is responsible for ensuring that the
0 \C•ENd(tr'\ // jombAvall is sufficient to cony the door live and static loads This
ss drawing donot address the spring pad connections. Registered DigitallysignedbyJohnE. Seates, P.E. I s NO.
51737 r professional engineer may approved an alternative design. Manufacturers
installation instructions must be followed. Date: 2015.04.29.15:11.44-05'00' Maximum
spacing shown in chant Lesser
spacing may be used to avoid interference with door hardware and
or fastening system, but not less than 6". Load
per jamb = 0.5 x door width x max positive pressure x door height. 8"
CMU block walls shall comply with ASTM C90. Use
minimum 2000 psi grout or concrete when filling CMU. CMU
fastener spacing distance may vary +/-I ". John
E. Scates. P.E. sum
or. 3121FairgateDrivei'0 • Carrollton.
Texas 75007 0 Z * % -,OR,p \}\ TXPE
56309. F-2203 111111
I Professional
Engineer's seal provided only for verification of windload concoction details. O
O TnoneDDDOOOa" 2-18-2015 Back
Jamb Attachment Detail Concrete
Anchors C.
H.I. Drawing: BJA-101 I Rev.-07
10
Southem Pine (SP) specific gravity = 0.55; load per anchor = 620 pounds.
Spruce Pine Fir (SPF) specific gravity = 0.42; load per anchor = 482 pounds.
Use SP values only if both structure and jamb are southern pine.
Use SPF values when spruce pine fir is present in structure or jamb material.
Lag screw: 3/8" diameter x 3" minimum long: must conform to ANSUASME B18.2.1
Washer. 1-1/9" minimum outside diameter, must conform to ANSI B 19.22.1 type A.
Pre -drill 1/4" diameter pilot holes for lag screw insertion. 1-12" minimum lag screw edge distance required.
In- MIN —
A7TACHMENPOF
2x6 WOOD JAMB
y" SHEATHING
DOOR WIDTH feet and inches) at a DESIGN PRESSURE PSFW. given
SPF SP 114psAl7psf 20psf I 24psf 28psf 32psf I 36psf 40psf 44psf 48psf I S3psf S8psf 63psf 69psf 7Spsf 81psf 87psf 93psf
24 24 34'-5 28'-4 24'-1 20'-0 17'-2 15'-0 13'-4 12'-0 10'-1 10'-0 9'-1 8'-3 7'-7 6'41 6'-5 5'41 S'-6 5'-2
22 24 n/a 32'-4 27'-6 22'4 19'-8 17'-2 1S'-3 13'-9 12'-6 11'-5 10'-4 9'-S 8'-8 7'-11 7'-4 6'-9 6'-3 S'-11
20 24 n/a 34'-0 28'4 24'-1 20'-7 18'-0 16'-0 14'-5 13'-1 12'-0 10'-i 9'41 9'-2 8'-4 7'-8 7'-1 6'-7 6'-2
18 24 n/a 36'-5 31'-0 25'-1 22'-1 19'-4 17'-2 15'-6 14'-1 12'-1 11'-8 10'-8 9'-10 8'-11 8'-3 7'-7 7'-1 6'-8
18 23 n/a n/a 32'-1 26'-9 22'-1 20'-0 17'-1 16'-0 14'-7 13'-4 12'-1 11'-0 10'-2 9'-3 8'-6 7'41 7'-0 6'-30
16 21 n/a n/a 35'-5 29'-6 2S'-3 22'-1 19'-8 17'-8 16'-1 14'-9 13'-4 12'-2 11'-2 10'-3 9'-5 8'-8 8'-1 7-7
16 20 n/a n/a 36'-1 30'-1 25'-9 22'-7 20'-0 18'-0 16'-5 1S'-0 13'-7 12'-5 11'-S 10'-S 9'-7 8'-11 8'-3 7'-9
15 20 n/a n/a n/a 31'-0 26'-6 23'-3 20'-8 18'-7 16'-i 15'-6 14'-0 12'-9 11'-9 30'-9 9'-11 9'-2 8'-6 8'-0
14 18 n a n a n a 34 -5 29 -6 25 -9 22 -1 20 -7 18 -9 17 -2 15 -7 14 -2 13 -i ii -i ii -0 iD -2 9 -5 8, -10
13 16 n/a n/a n/a n/a 31'-9 27'-9 24'-8 22'-2 20'-2 18'-6 16'-9 1S'-4 14'-1 12'4 11'4 10'4 10'-2 9'-6
12 16 n/a n/a n/a n/a 33'-2 29'-0 2S'-1 23'-3 21'-1 19'-4 17'-6 16'-0 14'-9 13'-5 12'-4 11'-5 10'-8 10'-0
12 15 n/a n/a n/a n/a n/a 30'-1 26'-9 24'-1 21'-1 20'-0 18'-2 16'-7 15'-3 13'-1 12'-i 11'4 11'-0 10'-4
11 14 n/a n/a n/a n/a n/a 32'-1 29'-2 26'-3 23'-i 21'-i 19'-1 18'-1 16'-8 15'-2 14'-0 12'4 12'-1 11'-3
10 14 n/a n/a n/a n/a n/a 33'-2 29'-6 26'-6 24'-1 22'-1 20'-0 18'-3 16'4 1S'-4 14'-2 13'-1 12'-2 11'-5
10 12 n/a n/a n/a n/a n/a n/a 32'-1 29'4 26'-3 24'-1 21'-9 19'4 18'-4 16'-9 15'-5 14'-3 13'-3 12'-5
9 12 n/a n/a n/a n/a n/a n/a n/a 31'-0 28'-2 25'-1 23'-4 21'-4 19'-8 17'4 16'-6 15'-3 14'-3 13'-4
9 11 n/a n/a n/a n/a n/a n/a n/a 32'-1 29'-2 26'-9 24'-3 22'-1 20'-4 18'-7 17'-1 15'-1 14'-9 13'-9
8 11 n/a n/a n/a n/a n/a n/a n/a n/a 30'-8 28'-2 2S'-6 23'-3 21'-5 19'-7 18'-0 16'-8 15'-6 14'-6
8 10 n/a n/a n/a n/a n/a n/a n/a n/a 32'-1 30'-1 27'-3 24'4 22'-i 20'-i 19'-3 17'4 16'-7 15'-6
7 10 n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-0 28'-0 2S'-7 23'-7 21'-6 19'-1 18'-4 17'-1 16'-0
7 9 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-2 28'-5 26'-2 23'4 22'-0 20'-4 18'-1117'-9
6 8 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-0 29'-6 26'-1 24'-9 22'-1 21'-4 20'-0
4 6 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 33'-0 30,-7 29,-6 26'-8
SPF SP 14p 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 7Spsf 81psf 87psf 93psf
FEW DOOR WIDTH feet and inches at a DESIGN PRESSURE PSFgiven
482# 6209
LOAD PER
FASTENER
pounds)
Digitally signed by John E. Scares, P.E. F.- 'S',4 1Y
Date: 2015.04.2915:11:19.05'00' 0",•',SNd . z/
Maximum load per jamb = 0.5 x (door height) x (door width) x (maximum positive pressure)
When applying back jambs over dry wall or other non structural wall covering,
use longer lags screws to insure 1-12" minimum embedment required.
Lesser spacing may be used to avoid interference with door hardware and or fattening system.
Maximum spacing shown in chart. John E. Scares. P.E.
These charts do not address spring pad connections to the building. 3121 Fairgate Drive
Alternative design may be approved by a registered professional engineer. Carrollton. Texas 75007
Supporting structural elemerim shall be designed by a registered professional Florida P.E. N 51737
engineer for wind loads in addition to other loads. TXPE 56308, F-2203
Professional Engineer's seal provid
F
No. 51737
p STATE OF
W, P- LOR%Ot_ Ct
r for verification of windload constructs
1/2' MIN 112" MIN 1/2 MIN
ATTACHMENT OF
2x6 WOOD JAMB
ON SHEATHING
x 3" LAG SCREWS
y" SHEATHING -/
x 3-12" LAG SCREWS
r keep each area
clear of any back
jamb attachment
fasteners
s"
z PH"' M0'11z1NW
1'_
1fi1W1
Highest anchor installed at
least as high as door opening.
Anchors to be evenly spaced between
the header and the floor.
2x6 structural grade lumber.
May be counterbored up to 3A" deep at
each anchor location to provide a
flush mounting surface.
0
First anchor to stan at no more than
half the fastener spacing distance and
no less than the minimum edge distance.
sou c
noneEM010000001— 2-18-2015
Back Jamb Attachment Detail
Lag Screw
C.H.I. Drawing: BJA-102 I Rev.-05
A.
Self tapping screws (with steel)
USE9/16" —
reverse
M1N0MUM
IA
angle WASHER IF
DMETER
CREW I IFAD
S LESS THAN
16" DIAMETER
ATTACHMENT SPACING inches
SCREWS SCREWS SCREWS WELDS SCREWS WELDS
16 ga 14 ga 12 ga 12 ga 3/16" 3/16"
jamb jamb jamb jamb jamb jamb
24 31 36 36 36 36
20 26 36 36 36 36
18 24 36 36 36 36
16 20 30 36 36 36
14 i8 26 36 36 36
12 16 24 36 36 36
12 15 22 36 36 36
9 12 17 36 36 36
8 10 16 36 34 36
7 10 14 36 31 36
6 8 12 36 25 36
6 7 11 36 24 36
n/a 6 8 36 18 36
n/a 5 7 36 16 36
n/a n/a 6 36 12 36
n/a n/a 5 32 11 32
n/a n/a n/a 30 10 30
n/a n/a n/a 26 9 26
n/a n/a n/a 24 8 24
n/a n/a n/a 16 5 16
n/a n/a n/a 14 n/a 14
n/a n/a n/a 12 n/a 12
SCREWS SCREWS SCREWS WELDS SCREWS WELDS
16 ga 14 ga 12 ga 12 ga 3/16" 3/16"
jamb jamb Jamb jamb Jamb Jamb
ATTACHMENT SPACING aches)
120N 143R 209N 1272it 444R 1272R
LOAD PER FASTENER otmds
track Screw' 1/4" dia x 3/4" self tapping screw; must conform to ANSI/ASME B18.2.1.
tn' steel Jambs: allowable load per screw= 444 Ibs
bracket or Allowable load per screw; l2gsuge=20 RK.14 gauge =143 lbs. and 16 gauge = 1101bs.
continuous Optional Washer. 9/16" O.D. minimum: must conform to ANSI 1118.22.1 type A.
angle wader not required if fastener head has minimum 9/16" outside diameter.
Lowest IlLurner m be within 104ches of the floor
Maximum spacing shown in than. Lesser spacing may be used to avoid interference
with door component system
2 Add holes to continuous angle as required to satisfy fastener spacing in these charts.
These chaos do nor addrtis spring pad connections to the building.
Lard per jamb =0.5 x door width x max positive pressure x door height
DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE
7'-10 6'-5 5'-6 X-7 T-11 T-5 3'-0 n/a n/a
9'-S 7'-9 6'-7 S'-6 4'-8 X-1 3'-8 n/a n/a
9'-11 8'-2 6'-11 5'-9 4'-11 4'-4 3'-10 n/a n/a
11'-9 9'-8 8'-3 6'-10 S'-10 S'-1 4'-7 4'-1 n/a
13'-S 11'-1 9'-S 7'-10 6'-8 S'-10 5'-2 4'-8 4'-3
14'-1 12'-3 10'-5 8'-8 7'-S 6'-6 S'-9 S'-2 4'-9
IS'-8 12'-1111'-0 9'-2 7'-10 6'-10 6'-1 5'-6 5'-0
20'-5 16'-9 14'-3 11'-110'-2 8'-11 7'-11 7'-1 6'-6 22'-
4 18'-S 1S'-8 IT-0 11'-2 9'-9 8'-8 7'-10 7'-1 24'-
6 20'-2 17'-1 14'-3 12'-3 10'-8 9'-6 8'-6 7'-9 29'-
1 24'-7 20'-1 17'-S 14'-1113'-0 11'-7 10'-5 9'-6 31'-
5 25'-1 22'-0 18'-4 15'-8 13'-9 12'-2 11'-0 10'-0 40'-
1 33'-7 28'-7 23'-1 20'-5 17'-101S'414'-3 13'-0 n/a
39'-2 33'-3 27'-9 23'-9 20'-9 18'-6 16'-7 15'-1 n/a
n/a 41'-9 34'-129'-10 26'-1 23'-2 20'-1019'-0 n/a n/
a n/a 39'-9 34'-0 29'-9 26'-6 23'-10 21'-8 n/a n/
a n/a n/a 36'-4 31'-9 28'-3 2S'-5 23'-1 n/a n/
a n/a n/a n/a 36'-8 32'-7 29'-4 26'-8 n/a n/
a n/a n/a n/a n/a 35'-4 31'-9 28'-1 n/a n/
a n/a n/a n/a n/a n/a n/a n/a n/a n/
a n/a n/a n/a n/a n/a n/a n/a DOOR WIDTH (feet
and inches) at a Digitally signed by
John E. Scates, RE Date: 2015.0429
15:11:04 -05'00' John E. Scales,
P.E. 3121 Fairgate Drive
Carrollton, Texas 750D7
Florida P.E.
N 31737 TXPE 56309, F-
2203 a n/a
a n/a
a n/a
a n/a
11 n/a
A T-11
7 4'-1
il 5'-4
6 5'-10
1 6'-S
8 7'-10
2 8'-3
1'-1 10'-
9 3'-1 12'-
6 7'-5 IS'-
9 9'-1 18'-
0 i'-2 19'-
2 24'-0 n/
a n/
a track
bracket or
continuous angle A00"
x j"
fillet welds Welds performed by
a Certified Welder or inspected by a Certified Welding Inspector
to verify inteory of welds. 12 gauge or
XC steel lambs: allowable load per weld= 1.272 Ihs Um all necessary
precautions when welding galvanized steel. Welds to be
evenly spaced between header and floor. Lowest weld to
be within io-inches of the floor Minimum of 3
welds per jamb required. Fillet welds to
have a straight or convex fate surface. Tack weld toe
of angle of some sparing to prevent romtion of track angle. Cracks and blemishes
shall be ground to a smooth contour and chocked
to ensuesoundnem Thew charts do
not address spring pad connections to the building. Land per jamb =
0.3 x door width x max positive pressure x door height 4 4'-11
4'-6 4'-2 n/a n/a 11 5'-5
4'-11 4'-6 4'-2 T-11 2 6'-7
6'-0 5'-6 5'-1 4'-9 7 6'-11
6'-4 5'-10 5'-S S'-0 10 9'-0
8'-3 7'-7 7'-0 6'-6 1'-5 10'-
6 9'-7 8'-10 8'-2 7'-7 I'-4 13'-
3 12'-1 11'-1 10'-3 9'-7 i -S 15'-
1 13'-9 12'-8 11'-9 10'-1 N-6 16'-
1 14'-8 13'-6 IT-6 11'-8 2 18'-7
17'-0 15'-7 14'-5 13'-S l'-1 20'-
2 18'-5 16'-1 15'-8 14'-7 V-1 30'-
3 27'-7 25'-5 23'-6 21'-1' fa n/a
31'-7 29'-0 26'-1125'-0 fa n/a
n/a n/a 31'-4 29'-2 E. gar No.
51737 a
i 4
STATE
OF ` pa i 0W, .-
A1OR104%'
p` . L J Professional
Engineers seal
provided only for verification of win"--- rnrlstJurxion detail& angle n/a
100"
x I"
long Met weld E60XX Electrodes Min).
n/a Weld
to be keened vertically on n/a angle
at spacing specified in chart and tack weld
toe of angle or 4'-S track
bracket at same spacing. 10'-3 12'-
7 Alternative
design may
be approved by a licensed professional engineer.
Supporting swetural element;
shill be designed by a
licensed prtfasiarol engineer for wind bads
in addition to other Inds This drawing does
not address the jambhvall design but only
door attachment Jambhvall concoction is shown
only for iansoalion purposes. The building
designer is responsible for ensuring dent
the jatnMwO is SURieien to carry de door
five and retie hods
40.
Simpson Titen HD; 3/8" diameter x 3" long (minimum).
Simpson Wedge -All; 3/8" diameter x 3" long (minimum).
ITW Ramset/ Redhead Large Diameter Tapcon, 3/8" diameter, minimum 2" long with washer that conforms to ANSI B 18.22.1 type B.
Use a fastener for every track bracket unless the quantity of fasteners determined from this chart is more than the quantity of track brackets specified on the door drawing.
Add track brackets as required to satisfy fastener spacing in these charts. Maximum spacing shown in char.
Lesser spacing may be used to avoid interference with door hardware and or fastening system, but not less than 6". .
See char for minimum edge distance required. '
Load per jamb = 0.5 x door width x max positive pressure x door height t
Manufacturer's installation instructions must be followed — —
8" CMU block walls shall comply with ASTM C90. Use minimum 2000 psi grout or concrete when filling CMU.
Fastener spacing distance may vary +/-I ". — r
SPACING
inches)
DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF)
pt*
Filled CMU
iimpson Simpson
Titen
HD
Wedge -
All 114psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf
n/a 24 24'-3 20'-0 17'-0 14'-2 12'-1 10'-7 9'-5 8'-6 7-8 7'-1 6'-4 S'-10 51-4 4'-11 4'-6 4'-2 n/a n/a
24 16 34'-3 28'-2 24'-0 20'-0 17'-1 15'-0 13'-4 12'-0 10'-10 10'-0 9'-0 8'-3 7'-7 6'-11 6'-4 5'-11 5'-6 5'-1
16 16 36-5 30'-0 25'-6 21'-3 18'-2 15'-11 14'-2 12'-9 11'-7 10'-7 9'-7 8'-9 8'-1 7'-4 6'-9 6'-3 S'-10 5'-5
16 8 n/a n/a 36'-0 30'-0 25'-8 22'-6 20'-0 18'-0 16'-4 15'-0 13'-7 12'-4 11'-5 10'-5 9'-7 8'-10 8'-3 7'-8
8 8 n/a n/a n/a n/a n/a 31'-10 28'-4 25'-6 23'-2 21'-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'-7 11'-8 10,41
8 n/a n/a in/a n/a n/a n/a n/a n/a I n/a 32'-8 30'-0 27'-2 24'-9 22'-10 20'-10 19'-2 17'-9 16'-6 1 15'-5
iimpson Simpson 14psfl 17psfl 20 sf 124psf 128psf 132psf 136psf 140psf 144psf 148psf I 53 sf 158psf 163psf I 69 sf 175psf I 81 sf 187nsf I 93 sf
Titen
H
Wedge-
All DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF)
3/8" 3/8" IFASTENER DIAMETER
2.75" 2.68 EMBEDMENT LENGTH
4" 4" EDGE DISTANCE
480# 340# FASTENER LOAD CAPACITY
These duns do not address spring pod mrats'titms to building.
Alternative design may be approved by a
registered professional engineer.
Supporting structural dements shall be designed by a registered
F.• s1j /
professional engineer for wind loads in addition roatltrloods.
This drawing does not address the wall design, but only door
r`•-GENa • / attachment. Wall construction is shown only for ilhrstmtion
The building designer isresponsible finermmng a
purposes.
that
the wall is sufficient to tarty the door five and smtic loads. No.
51737 Digitally
signed by)ohn E Scates, P.E. none R2000[ZJ " Date: 2015.04.2915:10:52 -05'00' p STATE OF • 0 2-
18-201 John
E. Scares. P.E. 3121
Drive p
iN'•.
10R%OP p F '""'' ? CMU Block Wall Carrollton,
Texas 75007 on, Texas Zl;l IONi Attachment Detail Florida
P.E. N 51737 TXPE
56309, F-2203 C.H.I. Drawing: BJA-104 Rev. ProfessionalEngineer's seal provided onlyverifi forcation of windload construction details. g
Anchor: ITW Tapcon or Tapcon LDT or Simpson Strong -Tie Wedge -All.
TTW Ramset/ Redhead Tapcon, 1/4" diameter, 2" long (minimum)
fTW Ramses/Redhead Large Diameter Tapcon, 3/8" diameter, 2-3/4" long (minimum)
Simpson Wedge -All; 3/8" diameter x 2" long (minimum).
Use a fastener for every track bracket unless the quantity of fasteners determined from this chart is more than the quantity
of track brackets specified on the door drawing.
FASTENER SPACING Add track brackets as required to satisfy fastener spacing in these charts. Maximum spacing shown in chart.
2500 psi concrete Lesser spacing may be used to avoid interference with door hardware and or fastening system, but not less than 6".
Simpson
See chart for minimum edge distance required.
Concrete walls shall be minimum 2500 psi concrete and shall be of sufficient strength to resist loads.
Strong- Load per jamb = 0.5 x door width x max positive pressure x door height.
ITW Tapcon Tie Manufacturers installation instructions must be followed.
3/8
DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) W edae-
1/411 3/811 All
24 36 24
24 36 22
24 36 20
24 36 18
24 36 16
22 34 15
21 32 14
19 30 13
17 26 11
15 24 10
13 20 8
10 16 n/a
9 14 n/a
8 1 12 n/a
ITW Tapcon Sims
pson
14psf
17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87ps 93psf 24'-
3 20'-0 17'-0 14'-2 12'-1 10'-7 9'-5 8'-6 7'-8 7'-1 6'-4 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a 26'-
5 21'-9 18'-6 15'-5 13'-2 11'-7 10'-3 9'-3 8'-5 7'-8 6'-11 6'-4 5'-10 5'-4 4'-11 4'-6 4'-3 3'-11 29'-
1 24'-0 20'-4 17'-0 14'-6 12'-9 11'-4 10'-2 9'-3 8'-6 7'-8 7'-0 6'-5 5'-10 5'-5 5'-0 4'-8 4'-4 32'-
4 26'-8 22'-8 18'-1016'-2 14'-2 12'-7 11'-4 10'-3 9'-5 8'-6 7'-9 7'-2 6'-6 6'-0 5'-7 5'-2 4'-10 36'-
3 29'-10 25'-4 21'-2 18'-1 15'-10 14'-1 12'-8 11'-6 10'-7 9'-7 8'-9 8'-0 7'-4 6'-9 6'-3 5'-10 5-5 n/
a n/a 31'-8 26'-1122'-5 19'-3 16'-1014'-1113'-5 12'-3 11'-2 10'-2 9'-3 8'-6 7'-9 7'-2 6'-7 6'-2 5'-9 n/
a 33'-8 28'-7 23'-10 20'-5 17'-10 15'-11 14'-3 13'-0 11'-11 10'-9 9'-10 9'-1 8'-3 7'-7 7'-0 6'-7 6'-1 n/
a 35'-1130'-6 25'-5 21'-9 19'-1 16'-1115'-3 13'-1012'-8 11'-6 10'-6 9'-8 8'-10 8'-1 7'-6 7'-0 6'-6 n/
a n/a 35'-3 29'-4 25'-2 22'-0 19'-7 17'-7 16'-0 14'-8 13'-3 12'-1 11'-2 10'-2 9'-4 8'-8 8'-1 7'-6 n/
a n/a n/a 31'-9 27'-3 23'-10 21'-2 19'-1 17'-4 15'-11 14'-4 13'-2 12'-1 11'-0 10'-2 9'-5 8'-9 8'-2 n/
a n/a n/a n/a 32'-8 28'-7 25'-5 22'-1120'-1019'-1 17'-3 15'-9 14'-6 13'-3 12'-2 11'-3 10'-6 9'-10 n/
a n/a n/a n/a n/a n/a 31'-9 28'-7 26'-0 23'-10 21'-7 19'-9 18'-2 16'-7 15'-3 14'-1 13'-2 12'-3 n/
a n/a n/a n/a n/a n/a n/a 32'-8 29-9 27'-3 24'-8 22'-6 20'-9 18'-1117'-5 16'-2 15'-0 14'-0 n/
a n/a n/a n/a n/a n/a n/a n/a n/a 31'-9 28'-9 26'-3 24'-2 22'-1 20'-3 18'-9 17'-6 16'-4 14psf
17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf Ting
Tie
DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) 1/
4" 3/81' 3/811 FASTENER DIAMETER 1.
75" 2.5" 2.68" EMBEDMENT LENGTH I111//// 2.
5" 3" 4" EDGE DISTANCE N%%
J11I 508#
764# 340# FASTENER LOAD CAPACITY Digitally signed by.John E. Scates, P.E. 51737 Date: 2015.04.29.1510.40-05'00' No. John
E. Scales. P.E. 3121
Fairgatc Drive OF a
O
STATE j Carrollton,
Texas 75007 Florida
P.E. # 51737 LOR O.•' TXPE
56308, F-2203 Professional
Engineer's seal provided only for verification of windload construction details. Supporting
structural elements shall be designed by a regLocred professional
engineer for wind loads in addition to otter loads. This
drawing does not address the wall design, but only door attachment.
Wall construction is shown only for illusnauon purposes.
The building designer is responsible for ensuring that the
wall is sufficient to carry the door live and static loads Thie drawing
does not address the spring pad connections. Registered professional
enginecr may approved an alternative design.
Southern Pine (SP) specific gravity = 0.55, load per anchor = 607 pounds.
Spruce Pine Fir (SPF) specific gravity = 0.42; load per anchor =439 pounds.
4" minimum lag screw edge distance required.
1-X" minimum lag screw embedment into structural wood.
Lag screws must be seated in full height frame members.
Lag screw: X6" diameter x 1-%" minimum long;
must conform to ANSUASMEB18.2.1
DRY WALL / SHEATHING
TRACK BRACKET r
SURFACE MUS7
SUPPORTED BY W.
51,6rr X 1-S
S i11-Xv TV a
Maximum load per jamb = 0.5 x (door height) x (doorwidth) x (maximum positive pressure)
Alternative design may be approved by a licensed professional engineer.
Supporting structural elements shall be designed by a licensed professional
engineer for wind loads in addition to other loads.
The suitability of the structural building components must be verified by the engineer of record for the building.
Digitally signed by,John E. Scates, P.E.
Date: 2015.04 29 41 10:28 -05'00'
John E. Scates, P.E.
3121 Fairgate Drive
Carrollton, Texas 75007
Florida P.E. N 51737
TXPE 56308, F-2203
No. 0737
O STATE OF
Z/;;SaIONA1. 111111
John E. Scates, Professional Engineer
1411 LeMay Suite 205
Carrollton TX 75007
972) 466.0550 fax (972) 466-2662
June 18, 2008
C.H.I.Overhead Doors
1485 Sunrise Dr.
PO Box 260
Arthur, IL 61911
Re: Evaluation Report for Residential Pan Doors, Model 2250 family
To Whom It May Concern:
At the request of CHI Overhead Door, I have reviewed the drawings and tests listed below. These
tests were conducted by Architectural Testing according to ANSI/DASMA 108-2002 and -2005 test
procedures. The pressures listed on the drawings are direct results of these tests. I have concluded
that the construction shown on these drawings comply with the structural requirements of the 2004
2007 Florida Building Code. I certify that I meet the requirements of "independence" as detailed
in Florida Statute 913-72, section 72.110.
Drawings:
Z3-0907-01300
Z4-0907-01300
Z5-0907-01300
Z6-0907-01300
Z7-0907-01300
Z8-0907-01300
Z9-0907-01300
ZIO-0907-01300
Z3-1007-01300
Z4-1007-01300
Z5-1007-01300
Z6-1007-01300
Z7-1007-01300
Z8-1007-01300
Z9-1007-01300
ZIO-1007-01300
Z3-1607-01300 Alt
Z3-1607-01300
Z4-1607-01300
Z5-1607-01300
Z6-1607-01300
Z7-1607-01300
Z8-1607-01300
Z9-1607-01300
Z 10-1607-01300
Model 2250/2251 9'-0" wide +19.5 / -22.0 psf
Model 2250/2251 9'-0" wide +23.2 / -26.2 psf
Model 2250/2251 9'-0" wide +27.3 / -30.8 psf
Model 2250/2251 9'-0" wide +31.4 / -35.5 psf
Model 2250/2251 9'-0" wide +36.0 / -40.6 psf
Model 2250/2251 9'-0" wide +38.3 / -43.5 psf
Model 2250/2251 9'-0" wide +44.3 / -51.5 psf
Model 2250/2251 9'-0" wide +50.7 / -57.5 psf
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
10'-0" wide +19.5 / -22.0 psf
10'-0" wide +23.2 / -26.2 psf
10'-0" wide +27.3 / -30.8 psf
10'-0" wide +31.4 / -35.5 psf
10'-0" wide +36.0 / -40.6 psf
10'-0" wide +38.3 /-43.5 psf
10'-0" wide +44.3 / -51.5 psf
10'-0" wide +50.7 /-57.5 psf
16'-0" wide +18.7 / -20.8 psf
16-0" wide +18.7 / -20.8 psf
16-0" wide +22.2 / -24.7 psf
16'-0" wide +26.2 / -29.1 psf
16-0" wide +30.1 / -33.5 psf
16-0" wide +34.5 / -38.4 psf
16'-0" wide +39.5 / -44.4 psf
16-0" wide +42.1 / -46.9 psf
16-0" wide +48.2 / -53.7 psf
Tests:
Z3-1807-01300
Z4-1807-01300
Z5-1807-01300
Z6-1807-01300
Z7-1807-01300
Z8-1807-01300
Z9-1807-01300
Z I 0-1807-01300
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
Model 2250/2251
9' wide Series 2250/2251
AT] 75882.01-602-47
ATI 75884.01-602-47
ATI 75888.01-602-47
ATI 75892,01-602-47
ATI 75894.01-602-47
10' wide Series 2250/2251
ATI 75887.01-602-47
ATI 75880.01-602-47
ATI 75883.01-602-47
ATI 75885.01-602-47
ATI 75889.01-602-47
ATI 75891.01-602-47
ATI 75893.01-602-47
Installation Instructions:
Z3-09045-pan-051608
Z3-10045-pan-051608
Z3-16045-pan-051608
Z3-16045-pan-051608 alt
Z3-18045-pan-051608
Z4-09045-pan-051608
Z4-10045-pan-051608
Z4-16045-pan-051608
Z4-18045-pan-051608
Z5-09045-pan-051608
Z5-10045-pan-051608
Z5-16045-pan-051608
Z5-18045-pan-051608
18'-0" wide + 18.7 / -20.8 psf
l 8'-0" wide +22.2 / -24.7 psf
18'-0" wide +26.2 / -29.1 psf
18'-0" wide +30.0 / -33.5 psf
18'-0" wide +34.5 / -38.4 psf
18'-0" wide +39.5 / -44.4 psf
18'-0" wide +42.1 / -46.9 psf
18'-0" wide +48.2 / -53.7 psf
2 of
16' wide Series 2250/2251
ATI 76338.01-602-47
ATI 76339.01-602-47
ATI 76340.01-602-47
ATI 76341.01-602-47
ATI 76343.01-602-47
ATI 76344.01-602-47
AT] 76345.01-602-47
ATI 76346.01-602-47
18' wide Series 2250/2251
ATI 77052.01-602-47
ATI 77053.01-602-47
ATI 77054.01-602-47
AT] 77055.01-602-47
ATI 77056.01-602-47
ATI 77057.01-602-47
ATI 77058.01-602-47
AT] 77059.01-602-47
Z6-09045-pan-051608
Z6-10045-pan-051608
Z6-16045-pan-051608
Z6-18045-pan-051608
Z7-09045-pan-051608
Z7-10045-pan-051608
Z7-16045-pan-051608
Z7-18045-pan-051608
Z8-09045-pan-051608
Z8-10045-pan-051608
Z8-16045-pan-051608
Z8-18045-pan-051608
Z9-09045-pan-051608
Z9-10045-pan-051608
Z9-16045-pan-051608
Z9-18045-pan-051608
Z10-09045-pan-051608
Z 10-10045-pan-051608
ZIO-16045-pan-051608
Z10-18045-pan-051608
Testing was conducted in accordance with ANSI/DASMA 108-2002 and -2005. Tests
included holding the door at design pressure for a minimum of 52 seconds, and achieving a
150% overload ("test" or "proof') pressure for 10 seconds.
Mounting of 2x6 wood "Back Jamb" or "bucks" to the building structure as a surface to
secure the track brackets are detailed on these CHI drawings. Additional information is
available in DASMA TDS-161 (Technical Data Sheet) at www.dasma.com:
BJA-001-03 using Concrete Sleeve Anchor
BJA-002-03 using Concrete Self -Tapping Anchor
BJA-003-03 using Concrete Expansion Anchor
BJA-004-03 using Lag Screws
Model Description:
All doors in this evaluation are 2" thick overall. In each family of doors, the weakest or
thinnest skin product was tested to prove the entire family line. Thus, all of these door
model variations are approved for each family of the drawings:
2250 family includes:
2250 - pan
2251 - 2250 pan w/ insulation
2240 - 2250 but 24 gage pan.
2241 - 2251 but 24 gage pan.
Limitations:
The drawings cited above are an explicit part of this evaluation report. The text of this
report does not attempt to address all design details, but relies upon the illustrations and text
of these drawings and instructions as well.
Each door should be chosen based on the "psf' requirement determined for a specific
installation or locale. During pressure testing, the door was held for sufficient duration for
all Florida wind gust speeds of 90 mph and higher.
The maximum door width approved with this report is 18' wide.
The maximum door height approved with this report is 8-sections (14' tall). Half -incline
vertical track must be used for doors taller than 7-sections.
Low Headroom track may be used in lieu of the Standard Lift track. The horizontal track
may be reinforced with an angle as needed to support the door weight. The construction of
the horizontal track, including the track thickness, is determined by CHI Overhead Door and
does not affect this windload evaluation.
3 of 4
While the drawings only illustrate steel rollers, nylon rollers may be substituted as noted
here. These ratings are based on tests 79042.01-602-47 and 79044.01-602-47.
Full nylon tires (no metal bearing) are limited to:
Zone 7 (' Z7....") pressures for 9' wide,
Zone 6 for 10' wide,
Zone 3 for 16' wide,
Not permitted at 18' wide.
Nylon tires with metal bearings, generally white in color, are limited to:
Zone 10 on 9' wide,
Zone 10 on 10' wide,
Zone 7 on 16' wide,
Zone 7 on 18' wide,
Stop molding must be installed along the vertical jambs and across the header of the opening
so that the size of the opening is reduced sufficiently to provide at least '/4 inch of overlap
with each edge of the door. Stop molding is to be secured with nails or screws on spacing
not to exceed 9 inches, except where the drawing calls for closer spacing.
The rated pressures may not be achieved unless the door is held closed during the wind
event. Both tracks must be engaged with a lock (right and left side), or alternately an electric
operator attached to the door prior to the wind event.
Windows may be added to these doors if illustrated on the drawings without reduction of
windload rating. If the design calls for a single strut on the glazed section, two struts may
be substituted, placing one above and one below the window to improve visibility through
the window if desired.
These drawings do not apply to regions that require impact resistance of the doors or
windows. No evaluation has been conducted to determine the impact performance of these
door constructions. Clearly, this excludes the Florida High Velocity Hurricane Zone
HVHZ) as well.
Sincerely,
n
NJoncates,.P.1O6fp Florida3'E 4
of 4
4
John E. Scates, Professional Engineer
1411 LeMay Suite 205
Carrollton TX 75007
972) 466-0550 fax (972) 466-2662
Calculation Methods for Sectional Doors
Recognizing that not every door size can be tested, a means of rational engineering analysis must be
developed. These calculation methods are one means to determine the rated pressure for door sizes
not specifically tested. Two areas must be checked when adjusting pressures for other door sizes.
1. The strutting/sections are subject to failure from bending. From the bending moment equation,
M = w * LZ/ 8 where "w" is windload, and "L" is door width,
it can be seen that a constant bending moment is a function of LZ. Thus, to calculate the
pressure, w' for a door of width L' that creates the same bending moment as a tested pressure
of "w" for a width of "L":
w' = w * (L)Z / (L')Z
Limitations: Experience has shown that struts fail not only by pure bending collapse, but
also by twisting instability that is controlled by the unsecured free span length. Thus, the
strutting per section must be the same for both doors, and the spacing of the strut attachment
to the door (or stile spacing) must be similar.
2. The limiting factor for end stiles, rollers, end hinges, track gage, and track bracket spacing is a
function primarily of the total pressure against the door.
The surface area of the door becomes the controlling factor for these items, which must be
checked in addition to the bending moments. To calculate the limiting pressure, w' for a
door of width L' that creates the same loading on the edges of the door at a pressure of "w"
for a width of "L" :
w'=w*L/L'
Reasonable limits must be imposed on extrapolation. These two factors alone are not sufficient to
fully describe a door's performance mathematically over a broad range.
C
B
A
4
9'-0" (see note.-, for other widths)
4D
2
Optional Lites
3B intermediate
see window options) Z hinge
top fixture
4DD2
end stile
7'
DT2
enbott
32 2
strut attachment strut
This door has been evaluated in accordance with ASTM E 330-02 and ANSI/DASMA 108-02 and 108-05.
Supporting structural elements to be designed by registered professional engineer for specified wind loads.
f door is not electrically operated, a lock must be installed.
Maximum door height: 20'-0" Maximum section height: 21"
Per ASCE 7-10, Design Pressures (DP) typically meet or exceed the requirements for the following wind speeds.
Thitse exnnsure "B" wind sneeds are for T hieh doors on 19 tall huildmes.
Width Design Pressure WindSpeed Windows CenterSules
09'-06" 20.8 / - 23.5 s 148 m h YES I
09'-00" 2.1.2 s/- 26.2 s I S m h YES I
08'-06" 24.6 / - 27.7 (pso I m h YES I
O8•-00" 26.1 s/- 29.5 s I m h YES I
OT-06" 27.8 / - 31.4 ( sr) 169 m h YES 1
07'-00" 29.8 / - 33.7 (s 174(m h) YES 1
06-00" 34.8 /- 39.3 ( sf) 186(m h) YES I
renter sine quantity is minimum per section.
4 3
Window Options:
1/8" DSB
1/4" Tempered Glass
1/4" Polycarbonate
7/16" Insulated Glass D
7/16" Tempered Insulated Glass
Max daylight opening 39-38 x 12-1/2"
C TO
g w
T Y 9
doorheight
6-6" to T-V' 4 3 2
T-6" to 8'-Y' 5 4 3
8'-3" to 8'-9" 5 4 3
10'-9" to 12'-3" 7 6 5
12'-6" to 14'-0•' 8 7 6
9 8 7
10 9 8
I 1 10 9
12 11 10
Track bracket quantities shown are for
use with grade 2 or better spruce -pine -fir
SPFl or southern pine jambs.
C
6- 81C47'7 Supplemental Instructions contain details
Os;.',twaNil.•. for doors up to 20•-0" high. These are requited in
No. 51737 addition to this drawing for installation. Always
John E. Scates. P.E.
use supplemental instructions to addition to this
3121 Fairgate Drive
drawing during door installation.
Carrollton, Texas 75007
A1E '`
VoUUooa80
ntsRED.
Florida P.E. # 51737 i/'t'F'•Oit1Q: ' p 04 09-2015
Models: 2240,2241,2250,2251.4240. 241, 5 .42 0.
4250.420 52 I A
20
8/-23 5 (psf) at 09'-06" through FL
1 5O1 2R Digitally signed 14:
57: E.
Sates, P.E. +34.
8/-39.3 (ps0 at 06'-00" LL Date: 2015.04.1414:57:23-05'00' C.
H.I. Drawing: F74-09-0131-5 Professional
Engineers seal provided only for verification of windload construction details I page 1 of 2
Strut (if applicable) not shown for clarity.
059) galvanized steel top
fixture. Each fixture attached
with four 1/4" x 3/4" screws.
push nut
034) end stile
109) galvanized steel top
Fixture. Each fixture attached
Il
with two 1/4" x 3/4" screws.
8
push nut
034) end stile
Optional low head room top bracket lo
2" (max. for .058 thick)
4" (max. for .109 thick)
nominal 0 2" (min.)
10 (min.) ball roller
with nylon or steel tread.
coo
push nut
Vinyl Aluminum extrusion
weatherstrip
The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface.
See jamb attachment details for more information about attaching jambs to structure.
2" x 7116" (nominal) stop molding to be secured with
minimum 8d nail or 2-1/2" long screw on 8" spacing.
Stop molding not required when door is more than I" wider than opening.
nominal (.0185) galvanized steel minimum
034) center stile 2" (min) x .045 (min)
galvanized steel track
End Hinge Intermediate Hinge
galvanized steel fastened
A to section with
four 1/4" x 3/4" screws.
t3
push nut IL2-3/4"
stem
3.,
1-7/8"
I
re
3-1/2" (min.
058) galvanized steel
9 fastened to section with
four I/4" x 3/4" sc
8
ws.
7
2-3/4"
040) 50 ksi galvanized steel
3" strut attached with two 1/4" x 3/4"
screws per stile or hinge plate.
push nut
109) galvanized steel bottom bracket Each
bracket attached with four red 1/4" x 3/4" screws.
Optional low head room bottom bracket
Details on some views may have been omitted for clarity.
086) galvanized steel
flag bracket fastened to
wood jamb with three
5/16" x 1-5/8" wood lag
screws.
Flag bracket attached
to horizontal track
with two 1/4" x 5/8"
track bolts and nuts.
Flag bracket attached to
vertical track with two 1/4"
x 5/8" track bolts and nuts.
Or two 1/4" x 11/32" rivets.
102) galvanized steel track
bracket fastened to wood jamb
with one 5/16" x 1-5/8" wood
lag screw per bracket. 0®
Each track bracket attached with
one 1/4" x 5/8" track bolt and nut.
Or two 1/4" x 11/32" rivets.
SC4 '','i
ft. 51737
O •, STATE (W
P • :#
tk•.!`lOR%o!•
Professional Engineers seal provided only for verification of windload construction details
r
John E. Scates, Professional Engineer
April 14, 2015
C.H.I. Overhead Doors
1485 Sunrise Dr.
PO Box 260
Arthur, IL 61911
Re: FL 15012
Evaluation Report for Residential Pan doors
Models 2240, 2241, 2250, 2251
4240, 4241, 4250, 4251
5240, 5241, 5250, 5251
3121 Fairgate Dr.
Carrollton TX 75007
fax (972) 492-0077 1 office (972) 492-9500
At the request of C.H.I. Overhead Doors, I have reviewed the drawings and tests listed below
and have concluded that the construction shown on these drawings comply with the structural
requirements of the 5th Edition (2014) Florida Building Code. I certify that I meet the
requirements of "independence" as detailed in Florida Statutes.
Rational analysis methods have been applied to define psf pressure ratings for each width.
Each "static" pressure was evaluated based on its tested size to take the least of the results of
bending moment and end load conditions. Each "impact" pressure was evaluated to be the least
of the achieved impact psf (with no change or allowance for width variations) and the rationalized
static psf. Widths greater than the impact -tested door width were not included.
This product has been tested and constructed to meet PSF specifications, not MPH. The
conversion of MPH to PSF requires site -specific information that is unknown to the manufacturer.
Estimated MPH values are offered for comparison, but are not certified.
Drawings:
These products are for static Pressure only:
FZ3-10-01315 06'-00" through 14'-00"
FZ3-16-013L5 12'-00" through 21'-00"
FZ3-16-01315 08'-00" through 21'-00"
FZ4-09-013L5 06'-00" through 09'-06"
FZ4-10-01315 06'-00" through 15'-02"
FZ4-16-01315 14'-02" through 24'-00"
FZ4-18-01315 17'-00" through 19'-10"
FL 15012
FZ5-09-013L5 06'-00" through 10'-00"
FZ5-10-01315 06'-00" through 16'-06"
FZ5-16-01315 08-00" through 16'-10"
FZ6-10-013L5 06'-00" through ll'-00"
FZ6-10-01315 10'-00" through 17'-08"
FZ6-16-013L5 12'-00" through 24'-00"
FZ6-16-01315 12'-00" through 24'-00"
FZ7-09-013L5 06'-00" through 09'-02"
FZ7-16-01315 08'-00" through 24'-00"
FZ7-18-01315 09'-00" through 24'-00"
FZ8-10-01315 08'-00" through 19'-06"
FZ8-16-01315 08'-00" through 24'-00"
FZ8-18-01315 09'-00" through 24'-00"
FZ9-09-013L5 06'-00" through 10'-00"
FZ9-18-01315 09'-00" through 24'-00"
FZ10-09-01315 06'-00" through 14-02"
FZ10-16-01315 08'-08" through 24'-00"
FZ10-18-01315 09'-10" through 24'-00"
These products are for static and impact windborne debris):
FZ4i-16-01515 16'-00" wide, 156 mph
FZ4i-18-01515 18'-00" wide, 157 mph
FZ6i-09-01515 09'-00" wide, 183 mph
FZ6i-16-01515 16'-00" wide, 183 mph
FZ6i-18-01515 18'-00" wide, 183 mph
FZ7i-18-01515 18'-00" wide, 195 mph
FZ10i-10-01515 10'-06" wide, 218 mph
2
Test Reports
Static Tests:
9' wide
ATI 75882.01-602-47
ATI 75884.01-602-47
ATI 75888.01-602-47
ATI 79082.02-602-47
ATI 86784.01-602-78
ATI 82008.01-602-47
10' wide
ATI 75877.01-602-47
ATI 75880.01-602-47
ATI 75883.01-602-47
ATI 75885.01-602-47
ATI 75889.01-602-47
ATI 75893.01-602-47
ATI 82014.01-602-47
10'-6" wide
ATI 98398.01-602-44
Impact Tests:
9' wide
ATI 86495.01-602-78
10'-6" wide
ATI 97308.01-602-44
FI
16' wide
ATI 76338.02-602-47
ATI 76339.01-602-47
ATI 76340.01-602-47
ATI 76341.01-602-47
ATI 76343.01-602-47
ATI 76344.01-602-47
ATI 76345.01-602-47
ATI 76346.01-602-47
ATI 82017.01-602.47
18' wide
ATI 77052.01-602-47
ATI 77053.01-602-47
ATI 77056.01-602-47
ATI 77057.01-602-47
ATI 77058.01-602-47
ATI 77059.01-602-47
ATI 82008.01-602-47
ATI 82019.01-602-47
16' wide
ATI 86494.01-602-78
ATI 91665.03-602-18
18' wide
ATI 86491.01-602-78
ATI 91667.03-602-18
ATI 97309.01-602-44
FL 15012
FL 15012
Testing
Impact, cyclic and static tests were conducted by Architectural Testing of Schofield, WI at the
Schofield location. Static tests were also conducted by ATI at the C.H.I. Overhead Doors' test
facility in Arthur, IL. These test facilities were accredited at the time of testing.
Static pressure testing was conducted in accordance with ANSI/DASMA 108-02 and/or
ANSI/DASMA 108-05. The testing also complied with the requirements of ASTM E330-02 and
ANSI/DASMA 108-2012. All of these standards are equivalent test procedures to meet the
requirements of the FBC for garage doors.
Large Missile impact and cycling tests were conducted in accordance with ANSI/DASMA
115-05 as well as ASTM E1886-05/E1996-09. These doors are not intended for the High Velocity
Hurricane Zone (HVHZ).
All test reports were signed by a Florida PE.
The designs reflected on the drawings represent the "worst case" construction of the doors if
there were slight differences between the DASMA 108 Static and DASMA 115 Impact tested
products. The strongest or most reinforced features were incorporated to ensure compliance, as
rational engineering analysis.
Installation
The drawings provide installation instructions peculiar to windload reinforcement.
Supplemental —instructions —Pan" include additional details.
Anchorage Requirements:
Attachment drawings provided by C.H.I. Overhead Doors detail how to fasten back jambs
equivalent in strength to southern pine or spruce pine fir to the structure. Fasteners used
to secure the back jambs must be long enough to achieve the minimum embedment as
specified.
The direct mounting of door track on top of drywall or other non structural material is
outside of the scope of C.H.I. Overhead Doors wind load evaluations. Residential garage
door track generally has small metal pads that contact the drywall. The loads generated
during high wind events may be concentrated by these pads. C.H.I. Overhead Doors
promotes the use of back jambs to effectively absorb and redistribute wind loads.
4
FL 15012
Mounting of 2x6 wood "Back Jamb" or "bucks" to the building structure as a surface to
secure the track brackets are detailed on these C.H.I. attachment drawings, depending
upon the type of wall construction:
BJA-101 using Concrete Anchors
BJA-102 using Lag Screws
If mounting of the track directly to building jambs is desired, more fasteners and track
brackets may be necessary in addition to those shown on the drawings to obtain sufficient
track attachment. These C.H.I. attachment drawings provides guidelines:
BJA-103 Steel Attachment Detail
BJA-104 CMU Attachment Detail
BJA-105 Concrete Attachment Detail
BJA-106 Attachment Detail for Wood
This Evaluation Report does not address design of the wall/jambs themselves. These
attachment drawings only illustrate common means to attach the jambs to the wall. Walls
and Jambs should be designed (by others) to withstand the loads imposed by door onto
the building.
Model Description
All doors in this evaluation are 2" thick overall. In each family of doors, the weakest or
thinnest skin product was tested to prove the entire family line. Thus, all of these door
model variations are approved for each family of the drawings:
2250 family includes:
2250 - 25 gage pan with standard emboss
2251- 25 gage pan with standard emboss w/ insulation
2240 - 24 gage pan with standard emboss
2241- 24 gage pan with standard emboss w/ insulation
4250 - Wide Ranch emboss, 25 gage pan - uninsulated
4251 - Wide Ranch emboss, 25 gage pan - insulated
4240 - Wide Ranch emboss, 24 gage pan - uninsulated
4241- Wide Ranch emboss, 24 gage pan - insulated
5
FL 15012
5250 - Carriage House emboss, 25 gage pan - uninsulated.
5251- Carriage House emboss, 25 gage pan - insulated.
5240 - Carriage House emboss, 24 gage pan - uninsulated.
5241- Carriage House emboss, 24 gage pan - insulated.
Limitations
The drawings cited above are an explicit part of this evaluation report. The text of this
report does not attempt to address all design details, but relies upon the illustrations and
text of these drawings and instructions as well.
Each door should be chosen based on the "psf" requirement determined for a specific
installation or locale.
The horizontal track may be reinforced with an angle as needed to support the door
weight. The construction of the horizontal track, including the track thickness and
additional support when needed, is determined by C.H.I. Overhead Doors and does not
affect this windload evaluation.
The rated pressures may not be achieved unless the door is held closed during the wind
event. Both tracks must be engaged with a lock (right and left side), or alternately an
electric operator attached to the door prior to the wind event.
Certain doors have been tested to Large Missile Impact requirements of the wind-borne
debris regions, designated with an "i" in the drawing name. In addition, steel doors not
tested for wind-borne debris may be allowed for use in the wind-borne debris region per
FBC if they do not contain glazing.
These products have not been fully evaluated for use in the Florida High Velocity Hurricane
Zone (HVHZ).
Digitally signed by John E. Scates, P.E.
Date: 2015.04.14,15'.58:04-05'00'
I.
John E. Scates, P.E.
Florida PE # 51737
6
E• SST i
tee
No. 51737
O STATE OF
c'•.!COR QP p'
4/jSSIONATV Nx
1111