HomeMy WebLinkAbout165 Pinefield Dr 17-835; ELECTRICALJUL 5 2017
i-
BY:
1
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: r 7 _ 3
Documented Construction Value: $ 2- q
Job Address: t I r C( 9/>- Historic Distric : Yes No Ly
Parcel ID: 1( S pll g (d P2 Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: (-/0 L;, SA A INC (/ /'t- i rr /a
Plan Review Contact Person: Ly "6 o Title:
Phone: Fax: Email:ti _tJC'T frT IL IrYI -
IF I "
Name
Street:
Property Owner Information
M1 iI - S ; /oL l Glia. S7 R ( Phone:
Resident of property?
City, State Zip:
Contractor Information
y NameZL/yr-rG/n c -( Sflic /tic Phone:
Street: l y 68 /C C/9 (19,c.1 0/1-11 Fax: -I o
City, State Zip: e-5:1- 3,2-9 2-6) State License No.: C% C
Name:
Architect/Engineer Information
Phone:
Street: Fax:
City, St, Zip:
Bonding Company:
Address:
E-mail:
Mortgage Lender:
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. 1 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: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
w
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee 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.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced I D Type of I D
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
Rev 11.08
1$ /74iit-rorf/Contractor/Agent Date
L.v elkir,% ?r,,,, P_ 1s b oli _
Print n for/Agent's Name
i
Signature of Notary -Slate of
Notary Public State d ppride
Vlcltle L Clayton
or6.
Expires 0312012020
rFgeommissionFF5300
Contractor/Agent is Personally Known to Me or
Produced ID Type of 1D
WASTE WATER:
FIRE: BUILDING:
Tri -tical Plumbing & Septic, Inc.
19468 East Colonial Drive
Orl.mdo, n 32820
1) 407-56"111 F 407.568.0119
CFC1425621
I --or Ail Your Plumbim Nmds (-,)'UOTE
I . , Orange County Construction 911
SALESPERSON
Lyndon
www.TropicalPlumbino.com
1-11 June 20, 2017
EXPIRATION I September 17, 2017
JOB PAYMENTTERMS DATE WRITTEN
165 Pine6eld Dr Due Upon Receipt 6/19/17
1Qty. Item No. Description ITEM TOTAL LINE TOTAL
I
fire Damage j
i
l Repair Damaged Water and Drain Pipes 1
I
Kitchen Sink Reconnect Sink
New Faucet Moen Align 7565 Chrome
Provide and install a 50 gal Electric Water Flcatcr t
Provide and install a Utility Sink
t
Master Bath
I Toilet Elongated White
I Shower Ilde by other
1 1 Shower Valve ii•locn Ficnslcy 8241ISlIN
1 Tub fiberglass Garden Tub
Delta Tub Valve Trim by owner j
2 Lav Undermount by other
2 Faucet by owner +^
i- -
I
HaU Bath_ -
1 Todet Elongated White
1 Tub 5' Steel 30x60 White
I Valve - Moen 1-Icnslcy 82411 SRN
I lav Undermount by other
1 vaucet by owner `- -
To a ePt t isquotlitton si a return: 1
Total' $8,290.00
40
I
a x % ( THANK YOU FOR YOUR BUSINESSI
u
RECEIVEMAR212011 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: f— q 35
Documented Construction Value: $ gl l,w
Job Address: 105 pl EI9LD D(Z-, Historic District: Yes No
Parcel ID:
Type of Wi
Descriptio)
Residential Commercial
Change of Use Move
Plan Review Contact Person:
Phone: 3a2'?7'` 0 Fax:
Title:
Email: 4A- t oc Qf- Cat rl
Property Owner Information
2
Name RbQQ=Ea R 00 Phone: (JO -1 J 0
Street: &Hp- PI Nf,P (PU) N2. Resident of property?
City, State Zip: S N 2D to c
Contractor Information
C4D7- Name Phone: // -.—
Street: I a , t& alffn1 o O r ' a 3 Fax: L4c)+ s 04-n
City, State Zip:C)d a ry (c EL 7State License No.: (Ill 1S 3 J s
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Arch itect/E ng 1 neer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
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. 1 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: 51D Edition (2014) Florida Building
V' `
Code
Revised: June 30, 2015 Permit Application "i LQ .9
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. _
o1 v ZI 7
ign of o gent ate
Pcn-
Print Swner/Agen 's Name
signature of
ALEX RAICES
s t'dFg Notary Public -State of Florida
Commission # FF 912167
a'o,l , My Comm. Expires Aug 29, 2019
Owner/Agent is 1F y We Zr - - -
Produced ID i, t. Type of ID 4 -?-6Z 7 y03 O
lz/y ho
Permits Required:
Construction Type:
Total Sq Ft of Bldg:
Contractor/Agent is
Produced ID
Personally Known to Me or
Type of ID
BELOW IS FOR OFFICE USE ONLY
Building K Electrical Mechanical Plumbing
Occupancy Use:
Gas[] Roof
Flood Zone:
Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No Q# of Heads
APPROVALS: ZONING: UTILITIES:
COMMENTS:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
ENGINEERING: FIRE: BUILDING:/-2d-r7
Revised: June 30. 2015 Permit Application
Revision `
Response to Comments.; ECEIVE
APR 19 2017
Permit # " 0 S B
Submittal Date
Project Address: LOS
Contact:
Ph:
Email: I A4 (e 000, 9 11- (-o r\
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Fax:
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
General description of revision:
ROUTING INFORMATION
Approvals
5;:7 /- ?
k, - 17
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
0 Building
Fax:
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
General description of revision:
ROUTING INFORMATION
Approvals
5;:7 /- ?
k, - 17
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: 17-835 Date: 04/10/2017
Project Description: Repair Contact Name: Scott Cipri
Job Address: 165 Pinefield Dr Contact Email: infona,occ9l l.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.eov. Provide two conies ofaffected plan sheets and/or
supplemental information as requested. Permit subnddals will not be accepted wilhoul two copies.
COMMENTS:
1. Plans are required to be drawn at 114" per 1 foot scale. The plans have been drawn at 1/8" per I foot scale. Please submit two (2)
copies of plans drawn to the proper scale.
FBC 107.2.1
2. Please submit two (2) copies of a truss placement layout provided by the truss designer.
FBC 2303.4.2
3. The HVAC duct layout drawing is too small. Please enlarge and submit two (2) copies that are legible.
FBC 107.2.1
4. Please update the scope of work on the cover sheet of the plans and address specifically the mechanical, electric and
plumbing work (if any) that will be performed on the project for clarification.
FBC 107
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.
office meetings wills lire plans examiner to discuss comments will require an appointment arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Residential Plans Examiner
I' e ti
MrqU 0 NW,76
t4
MW NMV INC.
Engineering and Design Services
3662 Avalon Park East Blvd. Suite 2072 Orlando, FL. 32828 (321)251-6006 www.dbssinc.com
City of Sanford Building Department April 12, 2017
300 N Park Ave.
Sanford, FL 32772
RE: Mejias residence
1165 Pinefield Dr.
Sanford, FL 32771
PERMIT # 17-835
ATTENTION: City of Sanford Building Department
REFERENCE: Plan Review Comments
The following issues have been reviewed and addressed per comments below:
Q. Plans are required to be drawn at 1/4" per I foot scale. The plans have been drawn at 1/8"
per 1 foot scale. Please submit two (2) copies ofplans drawn to the proper scale.
A. Revised plans to '/4" per 1 foot scale
Q. Please submit two (2) copies of a truss placement layout provided by the truss designer.
A. G.C. to provide
Q. The HVAC duct layout drawing is too small. Please enlarge and submit two (2) copies that
are legible.
A. G.C. to provide
Q. Please update the scope of work on the cover sheet of the plans and address specifically the
mechanical, electric and plumbing work (if any) that will be performed on the project for
clarification.
A. Provided scope (sheet C)
AP.
If you have any questions please feel free to call, 321.251.6006.
Sincerely,
Trung T. Le, P.E.
Fla. Reg. 77614
DBSS Inc.
Orange CounConstruction 911 Inc.
THIS IN 3 EN PR PJS9D %
00Name: A 9 fIVP
Address:
8A
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number: Parcel ID Number:
GRANT MALOYr SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BK 8883 Ps 1260 (1P3s)
CLERK'S : 2017030033
RECORDED 03/27/2017 02:05:20 PM
RECORDING FEES $10.00
RECORDED BY ,ier_kenro
32-19-31-515-0000-1290
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
Ug ne° I& P°ganf e d i'i o eT2§86elery" a
CAr
aseilVVB 62 PGS
i/Ka°
eIMPROVEMENT: o EME"T`WparepceOuTire
OWNER INFORMATION:
Name: Rodolfo Rijo
Address: 165 Pinefield Dr., Sanford FL 32771
Fee Simple Title Holder (if other than owner) Name:
Address:
CONTRACTOR:
Name: Orange County Construction 911, Inc.
Address: 1255 La Quinta Dr., Suite 200 Orlando FL 32809
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
Address:
In addition to himself, Owner Designates of
To receive a copy of the Lienors Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from 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 1, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it are true
to the best of and bell r—
e
oAo1-Pv E () 0 k et)aS o
et azure Owner's Printed Nam
Florida a 713. g): ' The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead: AteA''
Q" ti Y Y
r ,
V
State of CL% f County of
The foregoing instrument was acknowledged before me this day of 1 y V'Q-L ---120) cc a
m
O o
by ('tit (j r 11Q , , '4 Ck>b' Who is personally known to me z OV O
Name of person making tatement < ~ ii
OR who has produced Identification [; type of identification produced: rL
a u.rz0
ri ALEX RAKES WY.2J
S Notary Public - State of Florida
Commission # FF 912187
LL
o
z
i Notary Sig W W C
or r- My Comm. Expires Aug 29, 2019 / i, / W J Z W
rrr, r„a V
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may'
IF
3/27/2017 SCPA Parcel View: 32-1331-515-0000-1290
Property Record Card
Parcel: 32-19-31-515-0000-1290
PR Owner: MEJIAS RODOLFO E R B RIJO RODOLFO R
r++o toou+rv,Rd
Property Address: 165 PINEFIELD DR SANFORD. FL 32771
Parcel Information
Parcel 32-19-31-515-0000-1290
Owner MEJIAS RODOLFO E R B RIJO RODOLFO R
Property Address 165 PINEFIELD DR SANFORD, FL 32771
Mailing 165 PINEFIELD DR SANFORD, FL 32771
Subdivision Name CELERY LAKES PHASE 1
Tax District S1-SANFORD
DOR Use Code 01 -SINGLE FAMILY
Exemptions 00-HOMESTEAD(2015)
Legal (Description
LOT 129
CELERY LAKES PHASE 1
PB 62 PGS 75 B 76
Taxes
Value Summary
Tax Amount without SOH: $1,968.00
2016 Tax Bill Amount $1,767.00
Tax Estimator
Save Our Homes Savings: $201.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority
2017 Working
Values
2016 Certified
Values
Valuation Method Cost/Market I Cost/Market
Number of Buildings i 1 1
Depreciated Bldg Value 120,519 115,301
Depreciated EXFT Value 338 350
Land Value (Market) 32,500 23,100
Land Value Ag
81,404
County Bonds
Just/MarketValue"
50,000 l
1$138,751
Portability Adj
12/12012 107718
Save Our Homes Adj $21,953 10,050
Amendment 1 Adj
CERTIFICATE OF TITLE
SPECIAL WARRANTY DEED
I
6/1/2011
1 4/12004
PBG Adj 0 I $0
Assessed Value $131,404 1$128,701
Tax Amount without SOH: $1,968.00
2016 Tax Bill Amount $1,767.00
Tax Estimator
Save Our Homes Savings: $201.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
Page
Schools 131 A04 I 25.000 106.404
County General Fund 131 A04 50,000 81,404
City Sanford 131 A04 50,000 81,404
SJWM(Saint Johns Water Management) 131 A04 50.000 I 81,404
County Bonds I $131 A04 I 50,000 l 81,404
Sales
Description Date Book Page Amount Oualified Vac/Imp
CORRECTIVE DEED 11/12014 08373 1829 I $100 No Improved
OU IT CLAIM DEED 11/12014 083 71887 100 No Improved
WARRANTY DEED 6/12012 07793 l 1801 115,000 Yes Improved
SPECIAL WARRANTY DEED 12/12012 107718 1 1524 I $85,000 No I Improved
CERTIFICATE OF TITLE
SPECIAL WARRANTY DEED
I
6/1/2011
1 4/12004
07593
05275
1657
0744
I $100 ; No
149,000 I Yes
I Improved
Improved
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT j 1 $32,500.00 I $32,500
Building Information
http://parceldetail.scpafl.orgIParcelDetaillnfo.aspx?PID=32193151500001290 1/2
V
3/27/2017 SCPA Parcel View: 32-1131-515-0000-1290
is tiewbaine incorrecir UlICK r.
Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Ad)Value Repl Value AppendagesActual/Effective
1 SINGLE 2004 9 3 2.5 1,120 2,659 2,215 I CB/STUCCO I $120,519 $126,529
FAMILY i
I
FINISH
1
I
i
Permits
Description Area
GARAGE
420.00
FINISHED
OPEN
PORCH 24.00
FINISHED
UPPER
STORY I 1095.00
FINISHED
Permit # Description Agency Amount CO Date Permit Date
00961 SLAB FOR FUTURE USE I SANFORD $1,800 I 13/11/2013
00213 NEW - RESIDENTIAL
I
SANFORD $97,752 3222004 10222003
Extra Features
Description Year Built Units Value New Cost
PATIO 1 6/12004 1 I $338 1 $500
httpl/parceidetail.scpafl.org(ParcelDeWlinfo.aspx?PID=32193151500001290 212
cORANGE (,OUN _rYl-DrCONSTRUCT10N 912
11021 a %tINi) s WATER
Date of Loss
Insured
Address
City lip
Telephone
Telephone
Email
fetftm,rmtc ttl cr,t,
CONTRACT FOR SERVICES, ASSIGNMENT OF BENEFITS,
DIRECT PAYMENT AUTHORIZATION AND HOLD HARMLESS AGREEMENT
Tyles: of Lens
Insurance Company
alarm W:rtdrrtt
hlortq igp Company
Loan Nqrrire•f
Adjust+,
Approved Loss Artt:p+tett
r (-'
AGREEMENT: 1. the OwnertAgent for the lob sdo fisted dtiove autr'onze LkargTn County C4nst1;'0ear: 911 trc d+er r.v,'er re!er*ea m as 'OCC3 to
enter my property. h;m,sh materials supply atl eetutpenent and pertwm i- labor 1160es"'* t1Q prpurrve 814 VOWA rr"y F from holrw''arnav I
agree that the work may be performed by OCC in two stages stage 1 is tar ttuf w-,,f:a- 4 yt AnE A rr prxsN ystra`+ cd p r_ y + tX c^q+r+rs a*d stage 2 is
for the reconstruction or repairs t authorize OCC to work d.rec:tty with my V%Suramo cafrrar,atsj este* on my tme*rf ex time 6^a4zAf4d1 of an ins„ref.
approved repair work scope and then to pro ted welt• the- rvcA;nsrruct+on pt or%li uAo+ ** ar4)n)v00 As s materna& .n ace^+ent to OCG 'o sig'I'ng Cees
contract i stipulate and agree that the APPROVED work sczw and pr+ctng cy-IMM te> the 4XII 4 cit" liswv* a ; ,ry ",r r.':! =^ for wh crr t
agree to pay Payment terms to OCC are net 30 days Lasr chargna Dt . *,`4 m=_rite•.:; are ctssr rj f"I try artd all unpaid W14—xs OCC "Ill be
entitled to reimbursement for casts of collections [including +eal.*nabrrr atta+F-efh finers po€slegai "i'921 ass;stant feel aAd =Sts rr^rttter a taarsud is
filed or not, including through, any appeal) of unpa+d arnotrnts oweJ tmereunaer Dur t the mar,rp of Me wort, " curnGkq or 08t40 is ag"Oed upon No
verbal agreements are binding or enforceable against OCC hoNevet tiwret verba, cfianrges in the ywork that resultseer t» >ncreA" shad be
b binding upon Owner and enforceable under this contract
INSURANCE PAYMENT AUTHORIZATION t understand that OCC has no cnnnecl= nit w mh my insurance cot^Ciny, its idja5ter and alit 1 agree that
em solely responsible tot payment of the APPROVED work scope and pricing trnctuding Occ,'s hies Wath resooct to tnvs WoA- I her" assign any
r_ all insurance rights, benefits: and proceeds under any applicable insuranre pot,aes I have to OCC I also hereby aufhonzr dwea payment of any
fits or proceeds to OCC I make this assignment and authorization in considetat*n of UCG s ag=oament to peetoam sen5cas and suppty matenats
otherwise penorm the work under this contractincluding not requiting full payment at the tiro of senirce 1 state that the agpropnate am"noe
carriarts) islare as listed above I hereby direct my insurance carnef(s) and nwrtgage company to rehtase any and all triffirww fequiested by OCC. As
representative, or its attorney for the purpose of obtaining actual benefits to be pard by my insurance carner(s) directly to OCC for services tendered or
lobe tendered hereunder I authortze my mortgage company to rebase any funds received tot the work hereunder directty to OCC onto hold such
fundi in trust for OCC. l authorize and direct my insurance company to make psymanls directly to OCC kr the work fareunder In tft regard, i waive
privacy rights with respell to OCC`s work and fight to be paid hereunder failure to sign of dekvat payment timely shalt constitute a miatenai breach
conUactand entitle OCC to record a Hen far the unpaid balance plus all diract costs and anticipated pr0ts due under the remainder of the
s gtoo that I have no basis to delay payment to OCC with respect to any funds i receive directly horn my insuref t brae that any portion
s predation or additional worst requestad by undersigned not covered by insurance or otherwise not 6rr>f)tr diad to
k the attard of sftlas.thltt gillart lntettttrd 1far0 ply beneficiary of any find all (rtaurance comb* is
165- P,'44 Or,
50 50 50 50
50 50
co
50 9A 50
S
RECORD COPY
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: 165PinefieldMejias Builder Name: ORANGE COUNTY CONSTRUCTION
Street: 165 PINEFIELD MEJIAS Permit Office: # ' _ p
v
J-DIAIC
City, State, Zip: FL, Permit Number: RD
Owner: Jurisdiction: 691000 SANV:O
Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) ,?
of r
1. New construction or existing New (From Plans) 9. Wall Types (2216.2 sqft.) Insulation Area
2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1128.20 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 924.00 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 164.00 ft'
4. Number of Bedrooms 4 d. N/A R= fl:
5. Is this a worst case? No 10. Ceiling Types (1120.0 sqft.) Insulation Area
a. Under Attic (Vented) R=38.0 1120.00 ft
6. Conditioned floor area above grade (ft') 2212 b. N/A R= ft'
Conditioned floor area below grade (ft') 0
c. N/A R= ft'
11. Ducts R ft'
7. Windows(283.5 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 465.8
a. U -Factor: Dbl, U=0.35 243.49 ft'
SHGC: SHGC=0.22
b. U -Factor: Dbl, U=0.29 40.00 ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.22 a. Central Unit 28.6 SEER:14.00
c. U -Factor: N/A ft'
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U -Factor: N/A ft' a. Electric Heat Pump 28.6 HSPF:8.20
SHGC:
Area Weighted Average Overhang Depth: 1.920 ft.
Area Weighted Average SHGC: 0.220 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (1221.0 sqft.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1120.00 ft' b. Conservation features
b. Raised Floor R=13.0 101.00 ft' None
c. N/A R= ft'
15. Credits Pstat
Glass/Floor Area: 0.128
Total Proposed Modified Loads: 63.44 PASSTotalBaselineLoads: 63.87
I hereby certify that the plans and specifications covered by Review of the plans and tliE STgr
this calculation are in compliance ith the Florida Energy specifications covered by this
Code. calculation indicates compliance',,•
with the Florida Energy Code.
PREPARED BY: Before construction is completed a
DATE: 3-99-17 Adam K_ Shiplds this building will be inspected for V a
compliance with Section 553.908
I hereby certify that this building, as de 'g is in compliance Florida Statutes.
CD0withtheFloridaEnergyCode. WE
J
OWNER/AGEN : 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.
3/21/2017 4:11 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Pagel of 4
FORM R405-2014
3/21/2017 4.11 PM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 2 of 4
PROJECT
Title:
Building Type:
Owner:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
165PinerieldMejias
User
1
ORANGE COUNTY CONSTR
691000
Single-family
New (From Plans)
Bedrooms: 4
Conditioned Area: 2212
Total Stories: 2
Worst Case: No
Rotate Angle: 0
Cross Ventilation: No
Whole House Fan: No
Address Type:
Lot #
Block/SubDivision:
PlatBook:
Street:
County:
City, Slate, Zip:
Street Address
165 PINEFIELD MEJIA
Seminole
FL ,
CLIMATE
v Design Location TMY Site
IECC Design Temp
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 2212 17696
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 2212 17696 Yes 6 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet
1 Raised Floor Main
2 Slab -On -Grade Edge Insulatio Main 115.5 ft
101 ft'
1120 R'
13 0 0 1
0.39 0 0.61
ROOF
v # Type Materials
Roof Gable Roof
Area Area Color
Solar
Absor.
SA Emitl
Tested
Emilt Deck Pitch
Tested Insul. (deg)
1 Hip Composition shingles 1253 ft' 0 R' Medium 0.85 N 0.85 No 0 26.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1120 ft' N N
CEILING
Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 38 Blown 1120 R' 0.11 Wood-
MMMJ
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FORM R405-2014
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WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
10 VVA11
Type1
Space
N Exterior Frame - Wood Main 13 32 5 10 0 324.2 R' 0 0.25 0.6 0
2 N Exterior Concrete Block - Int Insul Main 4.1 40 6 8 0 324.0 R' 0 0 0.6 0
3 E Exterior Frame - Wood Main 13 30 0 8 0 240.0 R' 0 0.25 0.6 0
4 E Exterior Concrete Block - Int Insul Main 4.1 27 6 8 0 220.0 ft' 0 0 0.6 0
5 S Exterior Frame - Wood Main 13 40 6 8 0 324.0 R' 0 0.25 0.6 0
6 S Exterior Concrete Block - Int Insul Main 4.1 20 0 8 0 160.0 ft' 0 0 0.6 0
7 W Exterior Frame - Wood Main 13 24 0 10 0 240.0 R' 0 0.25 0.6 0
8 W Exterior Concrete Block - Int Insul Main 4.1 27 6 8 0 220.0 R' 0 0 0.6 0
9 Garage Frame - Wood Main 13 20 6 8 0 164.0 ft' 0 0.25 0.01 0
DOORS
Ornt Door Type Space Storms U -Value Width Height Area
Ft In Fl In
1 Wood Main None 25 2 8 6 8 17.8 R'
WINDOWS
Orientation shown is the entered, Proposed orientation.
V
Wall Overhang
Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening
1 N 1 Vinyl Low -E Double Yes 0.35 0.22 64.8 ft' 1 R 0 in 0 R 10 in None None
2 N 2 Vinyl Low -E Double Yes 0.35 0.22 4.5 R' 2 ft 0 in 1 R 4 in None None
3 N 2 Vinyl low -E Double Yes 0.35 0.22 9.8 ft' 2 ft 0 in 1 R 4 in None None
4 N 2 Vinyl low -E Double Yes 0.35 0.22 25.7 ft' 2 ft 0 in 2 R 10 in None None
5 N 2 Vinyl Low -E Double Yes 0.29 0.22 40.0 R' 2 ft 0 in 1 ft 4 in None None
6 S 5 Vinyl Low -E Double Yes 0.35 0.22 13.7 R' 1 ft 0 in 0 ft 10 in None None
7 S 5 Vinyl Low -E Double Yes 0.35 0.22 16.2 ft' 1 ft 0 in 0 R 10 in None None
8 S 5 Vinyl Low -E Double Yes 0.35 0.22 31.4 R' 4 ft 0 in 0 ft 10 in None None
9 S 6 Vinyl Low -E Double Yes 0.35 0.22 20.0 ft' 4 ft 0 in 1 ft 4 in None None
10 S 6 Vinyl Low -E Double Yes 0.35 0.22 16.2 ft' 1 ft 0 in 9 ft 6 in None None
11 S 6 Vinyl Low -E Double Yes 0.35 0.22 8.9 R' 4 ft 0 in 1 ft 4 in None None
12 W 8 Vinyl Low -E Double Yes 0.35 0.22 32.4 ft' 1 R 0 in 9 ft 6 in None None
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 410W 410 R' 62R 8R 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Best Guess .0005 2901.1 159.26 299.52 4494 9.8363
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FORM R405-2014
3/21/2017 4:11 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump Split HSPF:8.2 28.6 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER: 14 28.6 kBtu/hr cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model # Area Volume FEF
None None ft'
DUCTS
Supply -- Return-- Air CFM 25 CFM25 HVAC #
Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 465.8 ft Attic 116.45 Default Leakage Main Default) (Default) 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling[[ ]] Jan [[ ]] Feb
Heatin[X] Jan [X] Feb
Mar
X] Mar
A r [ E ]Apr I IMMa
rl
Jun
JXJ
Jul
ay Jun Jul AuSepri
Au Se
rl
Oct
Oct
Nov
Nov
Dec
X] DecVentinJan [ j Feb X) Mar X] A r [ May Jun Jul Aug Se X) Oct X Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
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FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 99
The lower the EnergyPerformance Index, the more efficient the home.
165 PINEFIELD MEJIAS, , FL,
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft')
7. Windows" Description
a. U -Factor: Dbl, U=0.35
SHGC: SHGC=0.22
b. U -Factor: Dbl, U=0.29
SHGC: SHGC=0.22
c. U -Factor: N/A
SHGC:
d. U -Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
New (From Plans) 9. Wall Types Insulation Area
b. Raised Floor
a. Frame - Wood, Exterior R=13.0 1128 20 ft'
Single-family b. Concrete Block - Int Insul, Exterior R=4.1 924.00 ft
1 c. Frame - Wood, Adjacent R=13.0 164.00 ft'
4 d. N/A R= ft'
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=38.0 1120 00 ft'
2212 b. N/A R= ft'
c. N/A R= ft'
Area
11. Ducts R ft'
243.49 R' a. Sup: Attic, Ret: Attic, AH: Main 6 465.8
40.00 ft'
12. Cooling systems kBtu/hr Efficiency
fta a Central Unit 28.6 SEER:14 00
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. Raised Floor R=13.0
c. N/A R=
ft'
13. Heating systems
a. Electric Heat Pump
1.920 ft.
0.220
Area 14. Hot water systems
1120.00 ft' a. Electric
101.00 ft'
b. Conservation features
ft'
None
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. Ot ise, a new EPL Display Card will be completed
based on installed Code complia s.
Builder Signature: Date: 3 Z- ( 1.7
Address of New Hom r{ City/FL Zip: (fir rt
5L 77/
kBtu/hr Efficiency
28.6 HSPF:8.20
Cap: 50 gallons
EF: 0.95
Pstat
y0,
ltE STgr
o
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 support
staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
3/21/2017 4:11 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
DEL --AIR Manual S Compliance ReportPP
Job:
Date:
165 PINEFIELD MEJIAS
03.14.17
U=G-AM CONDITIONING Entire House By: BENTLEY
4488
DEL AIR HEATING & AIR CONDITIONING
Indoor design DB: 75.0°F
531 COOISCO WAY, SANFORD, FL 32771 Phone, 407-831-2865
Project Information
For: ORANGE COUNTY CONSTRUCTION
165 PINEFIELD MEJIAS
Cooling Equipment
Design Conditions
Outdoor design DB: 92.4°F Sensible gain: 19983 Btuh
Outdoor design WB: 76.3°F Latent gain: 4488 Btuh
Indoor design DB: 75.0°F Total gain: 24471 Btuh
Indoor RH: 50% Estimated airflow: 953 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L
Actual airflow: 953 cfm
Sensible capacity: 21689 Btuh 1090/9 of load
Latent capacity: 5036 Btuh 112% of load
Total capacity: 26724 Btuh 109% of load SHR: 81%
Heating Equipment
Design Conditions
Outdoor design DB: 41.9°F Heat loss: 21284 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L
Actual airflow: 953 cfm
Output capacity: 28600 Btuh 134% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 953 cfm
Output capacity: 5.2 kW 83% of load Temp. rise: 50 OF
Meets are all requirements of ACCA Manual S.
Entering coil DB: 76.0°F
Entering coil WB: 63.1°F
Entering coil DB: 69.67
Capacity balance: 35 OF
Economic balance: -99 OF
C htsoft`
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DEL -AIR Component Constructions Job: 165 PINEFIELD MEJIAS
p Date: 03.14.17
xE"r.-AMcaxomofBxc Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665
Project Information
For: ORANGE COUNTY CONSTRUCTION
165 PINEFIELD MEJIAS
Location:
Orlando Intl AR FL, US
Elevation: 105 ft
Latitude: 28°N
Outdoor: Heating Cooling
Dry bulb (°F) 42 92
Daily range (°F) - 17 ( M)
Wet bulb (°F) - 76
Wind speed (mph) 15.0 7.5
Indoor:
Indoor temperature (°F)
Design TD (°F)
Relative humidity (%)
Moisture difference (gr/Ib)
Infiltration:
Method
Construction quality
Fireplaces
Heating
70
28
30
1.3
Simplified
Average
0
Cooling
75
17
50
46.6
Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
M BWhM-'F M-'F/BWh BWhfiF BWh BWhfiF BWh
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins. 1/2" gypsum board int n 259 0.091 13.0 2.56 661 2.32 599
fnsh, 2'x4" wood frm. 16" o.c. stud a 240 0.091 13.0 2.56 614 2.32 556
S 262 0.091 13.0 2.56 670 2.32 607
w 240 0.091 13.0 2.56 614 2.32 556
all 1001 0.091 13.0 2.56 2559 2.32 2317
13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 244 0.201 0 5.65 1376 4.29 1045
board int fnsh a 220 0.201 0 5.65 1243 4.29 944
S 115 0.201 0 5.65 647 4.29 492
w 187 0.201 0 5.65 1058 4.29 804
all 765 0.201 0 5.65 4323 4.29 3285
Partitions
12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fish, 2"x4" 146 0.091 13.0 2.56 374 1.42 207
wood frm, 16" o.c. stud
Windows
2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, n 65 0.350 0 9.83 643 10.7 699
1/8" thk; NFRC rated (SHGC=0.22); 1 it overhang (5.3 ft window ht, s 17 0.350 0 9.84 165 10.8 182
0.83 it sep.); 6.67 it head ht all 82 0.350 0 9.83 808 10.7 881
2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, n 5 0.350 0 9.83 44 10.7 48
1/8" thk; NFRC rated (SHGC=0.22); 2 ft overhang (1.5 ft window ht.
1.3 It sep.); 6.67 it head ht
2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, n 10 0.350 0 9.83 97 10.7 106
1/8" thk; NFRC rated (SHGC=0.22); 2 ft overhang (3.2 ft window ht.
1.3 It sep.); 6.67 it head ht
2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, n 26 0.350 0 9.83 255 10.7 277
1/8" thk; NFRC rated (SHGC=0.22); 2 it overhang (4.2 It window ht.
2.83 It sep.); 6.57 it head ht
2A-2ovd: 2 glazing, clr outr, air gas, vnl frm mat, cir low -e innr, 1/4" n 40 0.290 0 8.15 328 9.65 388
gap, 1/8" thk; NFRC rated (SHGC=0.22); 2 it overhang (6.7 it window
ht, 1.3 It sep.); 6.67 it head ht
2A-2ov: 2 glazing, Or ouir, air gas, vnl frm mat, Or low -e innr, 1/4" gap. s 14 0.350 0 9.83 136 10.7 148
1/8" thk; NFRC rated (SHGC=0.22); 1 it overhang (3.2 ft window ht,
0.83 it sep.); 6.67 it head ht
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2A-2ov 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, s 31 0.350 0 9.83 309 10.7 336
1/8" thk; NFRC rated (SHGC=0.22); 4 R overhang (6.5 R window ht,
0.83 ft sep.); 6.67 ft head ht
10C -v: 2 glazing, clr outr, air gas. vnl frm mat, clr low -e innr, 1/4" gap, s 20 0.350 0 9.83 198 7.49 150
1/8" thk; NFRC rated (SHGC=0.22); 4 R overhang (6.7 ft window ht, s 9 0.350 0 9.83 88 10.7 96
1.3 ft sep.); 6.67 R head ht all 29 0.350 0 9.84 286 8.47 246
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, s 16 0.350 0 9.83 161 11.7 192
1/8" thk; NFRC rated (SHGC=0.22), 1 R overhang (5.3 ft window ht, w 33 0.350 0 9.83 321 27.2 890
9.5 ft sep.); 6.67 R head ht all 49 0.350 0 9.83 482 22.1 1082
Doors
11 D0: Door, wd sc type n 18 0.390 0 11.0 196 11.9 212
Ceilings
16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins. 1/2" 1300 0.026 38.0 0.73 950 1.40 1824
gypsum board int fnsh
Floors
20P -13c: Fir floor, frm Or, 6" thkns, carpet Or fish, r-13 cav ins, amb 101 0.068 13.0 1.91 193 0.95 96
ovr
22A-cpl: Bg floor, light dry soil, on grade depth, carpet Or fnsh 116 0.989 0 27.8 3210 0 0
t;.+
R&
wrihtsoft, 9 Right-Sudo® Universal 2017 17.0.18 RSU24017
2017-Mar-2116:12:4
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Page 2
RDEL-AIR Project SummaryJJ
Job:
Date:
PINEFIELD MEJIAS
003.14.173.
NEliro C- W! CDNDMOK1111C Entire House By: BENTLEY
3422
DEL AIR HEATING & AIR CONDITIONING
Central vent (0 cfm) 0 Btuh
531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-831-2665
Project• •
For: ORANGE COUNTY CONSTRUCTION
165 PINEFIELD MEJIAS
Notes:
Design Information
Weather: Orlando Intl AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 92 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 17 OF
Daily range M
Relative humidity 50 %
Moisture difference 47 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 18581 Btuh Structure 16561 Btuh
Ducts 2704 Btuh Ducts 3422 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
none) none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 21284 Btuh Use manufacturer's data y
Rate/swing multipplier
EquipmenFsensible load
1.00
19983 BtuhInfiltration
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 3317 Btuh
Ducts 1171 Btuh
Central vent (0 cfm) 0 Btuh
Heatingg Cooling none)
Area (ftp 2212 2212 Equipment latent load 4488 Btuh
Volume ()ft') 19159 19159
Air changes/hour 0.41 0.21 Equipment total load 24471 Btuh
Equiv. AVF (cfm) 131 67 Req. total capacity at 0.75 SHR 2.2 ton
Heating Equipment Summary Cooling Equipment Summary
Make Carrier Make Carrier
Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING
Model CH14N60300000A0 Cond CH14NB0300000A0
AHRI ref 9162305 Coil FB4CNP030L
AHRI ref 9162305
Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER
Heating input Sensible cooling 21450 Btuh
Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh
Temperature rise 27 OF Total cooling 28600 Btuh
Actual air flow 953 cfm Actual air flow 953 cfm
Air flow factor 0.045 cfm/Btuh Air flow factor 0.048 cfm/Btuh
Static pressure 0.40 in H2O Static pressure 0.40 in H2O
Space thermostat Load sensible heat ratio 0.82
Capacity balance point = 35 OF
Backup:
Input = 5 kW, Output = 17603 Btuh, 100 AFUE
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
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A9C.c.ah
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DEL --AIR Right -M Worksheet
9=10-4000'M1e'M°
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665
Job: 165 PINEFIELD MEJIAS
Date: 03.14.17
By: BENTLEY
1 Room name Entire House FAMILY RM
2 Exposed wall 256.5 ft 34.0 R
3 Room height 8.2 It 8.0 it heaUcool
4 Room dimensions 20.5 x 13.5 it
5 Room area 2328.8 ft' 276.8 ft'
Ty Construction U -value Or HTM Area (ftj Load Area (ftl Load
numberI BtuNft'--'F) BtuNftj or perimeter (ft) Btuh) or perimeter (ft) Stuh)
Heat Cod Gross NIP/S_ Heat Cod Gross N/PIS Heat Cool
6 tql 12C-Osw 0.091 n 2.58 2.32 324 259 661 599 0 0 0 0
fi 2A -2w 0.350 n 9.83 10.69 65 0 643 699 0 0 0 0
13A-2ocs 0.201 n 5.65 4,29 324 244 1376 1045 164 134 755 573
ZA-2ov 0.350 n 9.83 10.69 5 0 44 48 5 0 44 48
11 ZA-2ov 0.350 n 9.83 10.69 10 0 97 106 0 0 0 0
ZA-2w 0.350 n 9.83 10.69 26 0 255 277 26 0 255 277
2A-2ovd 0.290 n 8.15 9.65 40 0 328 388 0 0 0 0
W 12C-Osw 0.091 a 2.56 2.32 240 240 614 556 0 0 0 0
W 13A-20cs 0.201 a 5.65 4,29 220 220 1243 944 0 0 0 0
V J 12C-Osw 0.091 s 2.56 2.32 324 262 670 807 0 0 0 0
2A -20v 0.350 s 9.83 10.69 14 28 136 148 0 0 0
I;
GGG
2A-2ov 0.350 s 9.83 10.84 17 29 165 162 0 0 0
000
2A-2ov 0.350 s 9.83 10.69 31 63 309 336 0 0 0 0
13A-20cs 0.201 s5.65 4.29 160 115 647 492 0 0 0 0
10C -v 0.350 s 9.83 7.49 20 40 198 150 0 0 0 0
2A -20v 0.350 s 9.83 11.74 16 0 161 192 0 0 0 0
ZA-20v 0.350 s 9.83 10.69 9 18 88 96 0 0 0 0
W 12C-Osw 0.091 w 2.56 2.32 240 240 614 556 0 0 0 0
WJ 13A-20cs 0.201 w 5.65 4.29 220 187 1058 804 108 108 610 463
T-6 ZA-20v 0.350 w 9.83 27.22 33 0 321 890 0 0 0 0
P 12C-Osw 0.091 256 1.42 164 146 374 207 0 0 0 0
11D0 0.390 n 10.95 11.88 18 18 196 212 0 0 0 0
C 16B -38M 0.026 0.73 1,40 1300 1300 950 1824 0 0 0 0
F 2012-13c 0.068 1.91 0.95 101 101 193 96 0 0 0 0
F 22Acd 0.989 27.79 0,00 1114 116 3210 0 277 34 945 0
6 c) AED excursion 0 5B
Envelope loss/gain 14549 11452 2608 1304
12 a) Infiltration 4031 1279 534 169
b) Room ventilation 0 0 0 0
13 Infernal gains: Occupants ® 230 6 1380 4 920
Appliances/other 2450 0
Subtotal (lines 6 to 13) 18581 16561 3143 2393
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 18581 16561 3143 2393
15 Duct loads 15% 21% 2704 3422 1" 10% 314 239
Total xoom load 1- 195321284 19983 3457 2633
Air required (cfm) 953 155 128
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
wrightsoft' Right-Surte® Universal 2017 17.0.18 RSU24017 2017 -Mar -21 16:12:43
R...
ction%185PinelieldMejias\185PinefieldMejias.rup Calc = MJ8 House faces: S
Page 1
DEL --AIR Right -J® Worksheet
Xu=0-=CO"'°''°
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665
Job: 165 PINEFIELD MEJIAS
Date: 03.14.17
By: BENTLEY
1 Room name LIVING LAUNDRY
2 Exposed wall 14.0 It 0 ft
3 Room height 6.0 ft heat/cool OD ft heat/cool
4 Room dimensions 14.0 x 14D R 6.5 x 6.5 ft
5 Room area 196.0 It, 42.3 K'
Ty Construction U -value Or HTM Area (171 Load Area (ftl Load
number StuWft'-'F) St uh "I or perimeter (ft) Btuh) or perimeter (ft) Stuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod
6 t12C-0sw 0.091 n 2.56 232 0 0 0 0 0 0 0 0
C 2A-2ov 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
13A-2ocs 0.201 n 5.65 4.29 0 0 0 0 0 0 0 0
2A-2ov 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
it 2A-2ov 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
2A-2ov 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
2A-2ovd 0.290 n 8.15 9.65 0 0 0 0 0 0 0 0
w 12C-0sw 0.091 a 2.56 2.32 0 0 0 0 0 0 0 0
w 13A-2ocs 0.201 a 5.65 4.29 0 0 0 0 0 0 0 0
0.091 s 9.56 2.32 0 0 0 D 0 0 0 0
2A-2ov2A -2w 0.350 s 9.83 10.69 0 0 0 0 0 0 0 0
2A-2ov 0.350 s 9.83 10.84 0 0 0 0 0 0 0 0
2A-2ov 0.350 s 9.83 10.69 0 0 0 0 0 0 0 0
13A-2ocs 0.201 s 5 65 4.29 0 0 0 0 0 0 0 0
10C -v 0.350 s 9.83 7.49 0 0 0 0 0 0 0 0
2A-2ov 0.350 s 9.83 11.74 0 0 0 0 0 0 0 0
2A-2ov 0.350 s 9.83 10.69 0 0 0 0 0 0 0 0
w 12C-0sw 0.091 w 2.56 9.32 0 0 0 0 0 0 0 0
q 13A-2ocs 0.201 w 5.65 4.29 112 79 448 340 0 0 0 0
a 2A-2ov 0.350 w 9.83 27.22 33 0 321 890 0 0 0 0
P
I
12C-Osw
11DO
0.091 9.56 1.42 112 112 286 158 52 34 87 48
D
C 16B-36ad
0.390
0.026
n 10.96
0.73
11.88
1.40
0
0
0
0
0
0
0
0
18
0
18
0
196
0
212
0
F 20P -13c 0.068 1.91 0.95 0 0 0 0 0 0 0 0
F 22A-cpl 0.989 27.79 0.00 196 14 389 0 42 0 0 0
8 c) AED excursion 352 20
Envelope loss/gain 1445 1741 283 240
12 a) Intimation 220 70 0 0
b) Room ventilation 0 0 0 0
13 Internal gains. Occupants ® 230 0 0 0 0
Appliances/other 10 600
Subtotal Pines 6 to 13) 1665 1811 253 840
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1665 1811 283 840
15 Duct loads 10% 10% 166 181 10% lo%l 281 84
Total roan load 1831 1992 311 924
Air required (dm) 82 95 14 44
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wr1lgl,tt50ft' 2017 -Mar -21 1
Right-Suile® Universal 2017 17.0.16 RSU24017
Pg
Page 2
Ilton\165PinefielOMejias1185PinefieldMejias.rug Calc = MJ8 House faces: S
1 DEL -AIR Right -M Worksheet
wMV1e • W C0110r CKM Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-831-2665
Job: 165 PINEFIELD MEJIAS
Date: 03.14.17
By: BENTLEY
1 Room name POWDER KITCHEN
2 Exposed wall 0 ft 25.5 It
3 Room height 8.0 H heat/cod 8.0 ft heaVcod
4 Room dimensions 6.5 x 3.5 ft 1.0 x 254.0 R
5 Room area 22.8 ft' 254.0 ft'
Ty Construction U -value Or HTM Area (ttl Load Area (ftl Load
number Btuh/fti•F) Btutvftl or perimeter (H) Btuh) or perimeter (H) Btuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6% 12C-0sw 0.091 n 2.58 2.32 0 0 0 0 0 0 0 0
C 2A-2ov 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
VN
13A-2ocs 0.201 n 5.65 4.29 0 0 0 0 128 78 440 334
2A-2ov 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
1t2A-2ov 0.350 n 9.83 10.69 0 0 0 0 10 0 97 106
2A-2ov 0.350 n 9.83 1069 0 0 0 0 0 0 0 0
2A-2ovd 0.290 n 8.15 9.65 0 0 0 0 40 0 328 388
W 12C-0sw 0.091 a 2.56 2.32 0 0 0 0 0 0 0 0
W 13A-2ocs 0.201 a 5.65 4.29 0 0 0 0 76 76 429 326
0.091 s 258 2.32 0 0 0 0 0 0 0 0
TE 2A-2ov2A-Zov 0.350 s 9.83 10.69 0 0 0 0 0 0 0 0
2A-2ov 0.350 s 9.83 10.84 0 0 0 0 0 0 0 0
2A-2ov 0.350 s 9.83 10.69 0 0 0 0 0 0 0 0
13A-2ocs 0.201 s 5.65 4.29 0 0 0 0 0 0 0 0
10C -v 0.350 s 9.83 7.49 0 0 0 0 0 0 0 0
2A-2ov 0.350 s 9.83 11.74 0 0 0 0 0 0 0 0
2A-2ov 0.350 s 9.83 10.69 0 0 0 0 0 0 0 0
W 12C -03w 0.091 w 2.56 2.32 0 0 0 0 0 0 0 0
y 13A-2ocs 0.201 w 5.65 4.29 0 0 0 0 0 0 0 0
C 2A-2ov 0.350 w 9.83 27.22 0 0 0 0 0 0 0 0
P
I
12C-0sw 0.091 2.56 1.42 0 0 0 0 0 0 0 0
O 11 DO 0.390 n 10.96 11.88 0 0 00 0 0 0 0
C 16B-38ad 0.026 0.73 1.40 0 0 0 0 0 0 0 0
F 2OP-13c 0.068 1.91 0.95 0 0 0 0 0 0 0 0
F 22A -cd 0.989 27.79 0.00 23 0 0 0 254 25 709 0
6 c) AED excursion 1 59
Envelope loss/gain 0 1 2003 1095
12 a) Infiltration 0 0 401 127
b) Room ventilation 0 0 0 0
13 Intemal gains. Occupants @ 230 0 0 0 0
Appliances/other 1 50 1 1200
Subtotal (lines 6 to 13) 0 49 2403 2422
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 0 49 2403 2422
15 Duct loads 1 10% 10% 0 5 10% 10% 240 242
Total room load 0 54 1 26441 2665
Air required (dm) 0 3 118 127
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsOft 2017 -Mar -21 16.12:43
Right -Suite® Universal 2017 17.0.18 RSU24017 Page 3
ction1185PinefieldMeiias\185PinefieldMelias.rup Calc - MJ8 House faces: S
DEL -AIR Right -M Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY. SANFORD, FL 32771 Phone. 407-831-265
Job: 165 PINEFIELD MEDIAS
Date: 03.14.17
By: BENTLEY
1 Room name PANTRY DINING/FOYER
2 Exposed wall 8.0 ft 34.0 ft
3 Room height 8.0 It heal/cool 8.0 ft heaUccd
4
5
Room dimensions
Room area
4.0 x 4.0 ft
16.0 ft'
1.0 x 306.0 ft
306.0 ft'
Ty Construction U -value Or HTM Area (111 Load Area (111 Load
number BtutVft'-'F) Stutilfts) or perimeter (H) Btuh) or perimeter (ft) Btuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6 W
i
12C-0sw 0.091 n 2.56 2.32 0 0 0 0 0 0 0 0
2A -2w 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
13A-2ocs 0.201 n 5.65 4.29 32 32 181 137 0 0 0 0
2A-2ov 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
11 2A-2ov 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
2A-2ov 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
2A-2ovd 0.290 n 8.15 9.65 0 0 0 0 0 0 0 0
W 12C-0sw 0.091 a 2.56 2.32 0 0 0 0 0 0 0 0
W 13A -2=s 0.201 a 5.65 4.29 32 32 181 137 112 112 633 481
0.091 s 2.56 2.32 0 0 0 0 0 0 0 0
2A-2ow2A-2ov 0.350 s 9.83 10.89 0 0 0 0 0 0 0 0
2A-2ov 0.350 s 9.83 10.84 0 0 0 0 0 0 0 0
2A-2ov 0.350 s 9.83 10.69 0 0 0 0 0 0 0 0
13A-2ocs 0.201 s 5.65 4.29 0 0 0 0 160 115 647 492
10C -v 0.350 s 9.83 7.49 0 0 0 0 20 20 198 150
2A-2ov 0.350 s 9.83 11.74 0 0 0 0 16 0 161 192
2A-2ov 0.350 s 9.83 10.69 0 0 0 0 9 9 88 96
W 12C-0sw 0.091 w 2.56 2.32 0 0 0 0 0 0 0 0
13A-2ocs0.201 w 5.65 4.29 0 0 0 0 0 0 0 0
2A -ZDV 0.350 w 9.83 27.22 0 0 0 0 0 0 0 0
P
L --D
12C-0sw
11D0
0.091
0.390
Z56
n 10.96
1.42
11.88
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C 16B-38ad 0.026 0.73 1.40 0 0 0 0 0 0 0 0
F 20P -13c 0.068 1.91 0.95 0 0 0 0 0 0 0 0
F 22Acpl 0.989 27.79 0.00 16 8 222 0 306 34 945 0
6 c) AED excursion 7 43
Envelope loss/gain 584 267 2671 1368
12 a) Infiltration 126 40 534 169
b) Room ventilation 0 0 0 0
13 Intemal gains. Occupants @ 230 0 0 1 230
Appliartces/other 0 0
Subtotal pines 6 to 13) 710 307 3206 1767
Less external bed 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 710 307 3206 1767
15 Duct bads 1 10961 10961 71 31 10% 10% 321 177
Total roam load 780 336 3526 1944
Air required (cfm) 35 18 1 158 93
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
41- wrIIghtsoft- 2017 -Mar -21 16 12:43
Right -Suite® Universal 2017 17.0.16 RSU24017 Page 4
lion1165PinefieldMejias\165PinerieldMelias.rup Calc - We House laces: S
RDEL--AIR Right -J® Worksheet
MUMS -W!CONDMDK G
Entire House
DEL AIR HEATING & AIR
531 CODISCO WAY, SANFORD. FL 3277`11 PPhhND007-8833 1-
2665G
Job: 165 PINEFIELD MEJIAS
Date: 03.14.17
By: BENTLEY
1 Room name MASTER SUITE BED 3
2 Exposed all 32.0 It 10.5 ft
3 Room height 10.0 K heat/cool 8.0 ft heat/cool
4 Room dimemiore 1.0 x 264.3 ft 10.5 x 11.5 ft
5 Room area 264.3 ft" 120 8 III
TY Construction U -value Or HTM Area (III Load Area (ftp Load
number StuWftk'F) Bt III or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6 t 12C-0sw 0.091 n Z56 Z32 112 79 203 184 84 68 173 157
C 2A -2w 0.350 n 9.83 10.69 33 0 321 350 16 0 161 175
13A-2ocs 0.201 n 5.65 4.29 0 0 0 0 0 0 0 0
2A -2w 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
11 2A -2w 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
2A -2w 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
2A-2ovd 0.290 n 8.15 9.65 0 0 0 0 0 0 0 0
w 12C -05w 0.091 a Z56 Z32 0 0 0 0 0 0 0 0
w 13A-2ocs 0.201 a 5.65 4.29 0 0 0 0 0 0 0 0
0.091 s 2.56 2.32 0 0 0 0 0 0 0 0
ZA-2Dv7A-Zw 0.350 s 9.83 10.69 0 0 0 0 0 0 0 0
2A-2ov 0.350 s 9.83 10.84 0 0 0 0 0 0 0 0
2A -2w 0.350 s 9.83 10.69 0 0 0 0 0 0 0 0
13A-2ocs 0.201 s 5.65 4.29 0 0 0 0 0 0 0 0
10C -v 0 350 s 9.83 7.49 0 0 0 0 0 0 0 0
2A -2w 0.350 s 9.83 11.74 0 0 0 0 0 0 0 0
2A -20v 0.350 s 9.83 10.69 0 0 0 0 0 0 0 0
w 12C-0sw 0.091 w Z56 Z32 144 144 368 333 0 0 0 0
W1 13A-2ocs 0.201 w 5.65 4.29 0 0 0 0 0 0 0 0
L -C 7A -20v 0.350 w 9.83 27.22 0 0 0 0 0 0 0 0
P 12C-Osw 0.091 Z56 1.42 0 0 0 0 0 0 0 0
11 DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.73 1.40 350 350 255 490 121 121 Be 169
F 2OP-13c 0.068 1.91 0.95 35 35 67 33 25 25 50 25F22A -cd 0.989 27.79 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 56 14
Envelope loss/gain 1215 1334 472 512
12 a) Infiltration 503 160 165 52
b) Room ventilation 0 0 0 0
13 1ndemal gains: Occupahts ® 230 1 230 0 0
Appliancestother 800 0
Subtotal (lines 6 to 13) 1718 2323 637 564
Less external bed 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1718 2323 637 564
15 Duct loads M%j 35% 374 821 22% 35% 139 199
Total loom Iced E 1 31 7641IfAirrequired (cfm)
942
0 35 36
Calculations approved by ACOA to meet all requirements of Manual J 8th Ed.
wrights4aft' Right -Suite® Universal 2017 17.0.18 RSU24017 2017 -Mar -21 16.12:43
A...ction%165PinefieldMelias\785PInerieldMeiias.rup Calc = MJ8 House faces: S
Pape 5
RDEL--AIR Right -M Worksheet Job: 165 PINEFIELD MEJIAS
NUMB -AMco"°nt0ms
Entire House Date: 03.14.17
DEL AIR HEATING 8 AIR By: BENTLEY
IO
531 CODISCO WAY, SANFORD. Ft. 3277`11 Phonene 407-833 -
2665G
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
wrigFNiSoft' Right-Suitem Universal 2017 17.0.16 RSU24017 2017 -Mar -21 16:12:43
coon\185PmefieldMeiias11t15PmefieldMeiias.rup Calc - MJ8 House laces: S Page 8
1 Room name BED 3 WIC BED 22Exposedwall3.5 H 26.0 ft
4
3 Room height
Room dimensions
8.0 ft heaUcool 8.0 N heat/cool
5 Room area
3.5 x 8.0 N 12.5 x 13.5 ft
28.0 ft' 168.8 ft,
Ty Construction U -value Or HTM Area LoadnumberStuh/ft -'F) BluNftj or perimetero ( r (ft) Bt h) r tperimeter (ft) Bluh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6 1q
Ci
12C-Osw 0.091 n 2.56 2.32 28 28 72 65 100 84 214 1942A-2ov
13A-2ocs
0.350
0.201
n
n
9.83
5.65
10.69
4.29
0
0 0
0 0 0 16 0 161 175
2A-2ov 0.350 n 9.83 10.69 0 0
0 0
0 0
0
0
0 0
0 0
0
11 2A-2ov 0.350 n 9.83 10.69 0 0 0 0 0 0 0
0
02A-2ov 0.350 n 9.83 1069 0 0 0 0 0 0 0 02A-2ovd 0.290 n 8.15 9.65 0 0 0 0 0 0 0 0W12C-0sw 0.091 a 2.56 2.32 0 0 0 0 108 108 276 250W13A-2ocs 0.201 a 5.65 4.29 0 0 0 0 0 0 0w 12C-Osw 0.091 s 2.56 2.32 0 0 0 0 0 0 0
0
02A -20v 0.350 s 9.83 10.69 0 0 0 0 0 0 0 02A-2vv 0.350 s 9.83 10.84 0 0 0 0 0 0 0 02A -20v 0.350 s 9.83 10.69 0 0 0 0 0 0 0 0wJ13A-2oce 0.201 5.85 4.29 0 0 0 0 0 0 010C -v 0.350 as 9.83 7.49 0 0 0 0 0 0 0
0
0It2A-2ov 0.350 s 9.83 11.74 0 0 0 0 0 0 0 02A -20v 0.350 s 9.83 10.69 0 0 0 0 0 0 0 0W12C-Osw 0.091 w 2.56 2.32 0 0 0 0 0 0 0 013A-2ocs 0.201 w 5.65 4.29 0 0 0 0 0 0 02A-2ov 0.350 w 9.83 27.22 0 0 0 0 0 0 0
0
0P12C-Osw
1100
0.091 2.56 1.42 0 0 0 0 0 0 0 0
C 16B-3Bad
0.390
0.026
n 10.96
0.73
11.66
1.40
0
28
0
28
0
20
0
39
0
169
0
169
0 0
F 20P -13c 0.068 1.91 0.95 99 17 8 31 31
123
60
237
30F22A -cd 0.989 27.79 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 3 24
Envelope loss/gain 109 109 MA 861
12 a) Infiltration 55 17 409 730b) Room ventilation 0 0 0 0
13 Internal gains 230 0 p p
Appliances/other 0
0 p
Subtotal (lines 6 to 13) 164 127 1242 891
Less external bad 0 0
Less transfer 0 0
0 0
Redistribution 0 0
0 0
t4 Subtotal 164 127
0
1242
0
99115Dudbads22% 35% 36 45 22% 35%1 271 350
Total room load
Air required (cfm)
199 172 1513 1341
9 B eal 64
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
wrigFNiSoft' Right-Suitem Universal 2017 17.0.16 RSU24017 2017 -Mar -21 16:12:43
coon\185PmefieldMeiias11t15PmefieldMeiias.rup Calc - MJ8 House laces: S Page 8
RDEL--AIR Right -JO Worksheet
Entire House
DEL AIR HEATING & AIR
531 CODISCO WAY, SANFORD. Fl. 3277`1OND407-8833 -
2665G
Job: 165 PINEFIELD MEJIAS
Date: 03.14.17
By: BENTLEY
1 Room name BED MASTER WIC
2 Exposed wall 29.0 ft 6.5 ft
3 Room height 8.0 it heat/cool 8.0 ft heat/cod
4 Room dimensions 12.5 x 18.5 ft 5.5 x 6.5 ft
5 Room area 206.3 ft' 35.8 ft'
Ty Construction U -value Or HTM Area (ftj Load Area (111 Load
number Btuh/fti-F) Bt III or perimeter (ft) Bt h) or perimeter (H) Btuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6 qJ 12C-0sw 0.091 n 2.56 2.32 0 0 0 0 0 0 0 0
C 2A -2w 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
13A-2ocs 0.201 n5.85 4.29 0 0 0 0 0 0 0 0
2A -2w0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
11 2A -2w 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
2A -2w 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
2A-2wd 0.290 n 8.15 9.65 0 0 0 0 0 0 0 0
w 12C-0sw 0.091 a 2.56 2.32 132 132 338 306 0 0 0 0
w 13A-2ocs 0.201 a 5.65 4.29 0 0 0 0 0 0 0 0
12C -05w 0.091 s 2.56 2.32 100 83 213 193 0 0 0 0
2A -2w0.350 s 9.83 10.69 0 0 0 0 0 0 0 0
2A -2w 0.350 s 9.83 10.84 17 14 165 182 0 0 0 0
2A -2w 0.350 s 9.63 10.69 0 0 0 0 0 0 0 0
13A-2ocs 0.201 s5.65 4.29 0 0 0 0 0 0 0 0
10C -v 0.350 s 9.83 7.49 0 0 0 0 0 0 0 0
2A -2w 0.350 s 9.83 11.74 0 0 0 0 0 0 0 0
2A-2ov 0.350 s 9.63 10.69 0 0 0 0 0 0 0 0
w 12C-Osw 0.091 w 2.56 2.32 0 0 0 0 52 52 133 120
V 13A-2oc3 0.201 w 5.65 4.29 0 0 0 0 0 0 0 0
L -G 2A -2w 0.350 w 9.83 27.22 0 0 0 0 0 0 0 0
P 12C-Osw 0.091 2.56 1.42 0 0 0 0 0 0
0
0
0
0
0
C
11D0
16B-38ad
0.390
0.025
n 10.96
0.73
11.88
1.40
0
206
0
206
0
151
0
289
0
36 36 25 50
F 20P -13c 0.068 1.91 0.95 0 0 0 0 0 0 0 0
F 22A-cpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 22 5
Envelope loss/gain 866 948 159 166
12 a) Infiltration 456 145 102 32
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) 1322 1093 261 198
Less external bed 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1322 1093 261 198
15 Duct bads 12296 35%1 288 386 2296 35%1 571 70
Total room bad I 1610 1479 1 3182581Airrequired (dm) 72 71 14 13
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsaft- 2017 -Mar -2116:12;43
Right -Suite® Universal 2017 17.0.18 RSU24017 Pape 7
ction\185PinefieldMeiias%165PinerieldMeiias.rup Calc - MJ8 House faces. S
DEL --AIR Right -JO Worksheet Job: 165 PINEFIELD MEJIAS
OUNWIS - M comorho m10 Entire House
Date: 03.14.17
By: BENTLEY
DEL AIR HEATING & AIR
531 CODISCO WAY, SANFORD. FL 32771 PPhhND407-8833-
26665G
1 Room name MASTER WIC 2 MASTER BATH
2 Exposed wall 0 ft 20.0 ft
3 Room height 8.0 ft heal/cod 8.0 It heattwol
4 Room dimensions 5.5 x 6.5 ft 1.0 x 99.3 It
5 Room area 35.8 It' 99.3 ft?
TY constructiononntrtion U -value Or HTM Area 011) Load Area (ttj Load
Btuh/fN-'F) Btuh1 tj or perimeter (ft) Btuh) or perimeter (ft) Stuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod
6 t12C-0sw 0.091 n 2.56 2.32 0 0 0 0 0 0 0 0
G 2A-2ov 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
13A-2ocs 0.201 n5.65 4.29 0 0 0 0 0 0 0 0
2A-2ov 0.350 n 9.83 10 69 0 0 0 0 0 0 0 0
11 2A-2ov 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
2A-2ov 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
2A-2ovd 0.290 n 8.15 9.65 0 0 0 0 0 0 0 0
W 12C-0sw 0.091 a 2.56 2.32 0 0 0 0 0 0 0 0
W 13A-2ocs 0.201 a 5.65 4,29 0 0 0 0 0 0 0 0
12C-Osw 0.091 s 2.56 2.32 0 0 0 0 116 109 279 253
TE 2A -2w0.350 s 9.83 10.69 0 0 0 0 7 7 68 74
2A -2w0.350 s 9.83 10.84 0 0 0 0 0 0 0 0
2A-2ov 0.350 s 9.83 10.69 0 0 0 0 0 0 0 0
0.201 s 5.65 4.29 0 0 0 0 0 0 0 0Ti13A-2ocs
10C -v 0.350 s 9.83 7.49 0 0 0 0 0 0 0 0
2A-2ov 0.350 s 9.a3 11.74 0 0 0 0 0 0 0 0
2A-2ov 0.350 s 9.a3 10.69 0 0 0 0 0 0 0 0
W 12C-0sw 0.091 w 2.56 2.32 0 0 0 0 44 44 113 102
VJJ 13A-2ocs 0.201 w 5.65 4.29 0 0 0 0 0 0 0 0
t .G 2A-2ov 0.350 w 9.83 27.22 0 0 0 0 0 0 0 0
P
LD
12C -05w 0.091 2.56 1.42 0 0 0 0 0
0
0
0
0
0
0
0
C
11D0
168-38M
0.390
0.026
n 10.96
0.73
11.88
1.40
0
36
0
36
0
26
0
50 99 99 73 139
F 20P -13c 0.068 1.91 0.95 0 0 0 0 0 0 0 0
F 22A -cd 0.989 27.79 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 1 16
Envelope loss/gain 26 49 532 552
12 a) Infiltration 0 0 314 10D
b) Room ventilation 0 0 0 0
13 1ntemal gains: Occupants 230 0 0 0 0
Applianceslother 0 0
Subtotal (lines 6 to 13) 26 49 846 652
Less external load 0 0 0 0
Legg tramfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 26 49 846 652
15 Duct loads 22% 35% 6 17 22% 35% 184 230
Total loom load 32 66 1031 882
Air required (dm) I 1 1 31 1 46 42
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
w rights4aft, 2017 -Mar -21 16:12:43
AMARight-Suite® Universal 2017 17.0.16 RSU24017 Page a
c1bM165PineliddMelias1165PinefieldMeiias.rup Calc = MJ8 House faces: S
1 DEL -AIR Right -J® Worksheet Job: 165 PINEFIELD MEJIAS
101G-Wc°xaMON °
Entire House Date: 03.14.17
DEL AIR HEATING & AIR
By: BENTLEY
531 CODISCO WAY, SANFORD, FL 32771 one: 407-8833 -
2665G
1 Room name MASTER W.C. BATH 22Exposedwall
3 Room height 6.0 ft 0 N
4 Room dimensions
8.D ft heal/ccol 8.0 ft heaUcool
5 Room area 6.0 x 5.5 it
33.0 n'
6.5 x 9.5 H
61.8 h'
Ty Construction U -value Or HTM Area (ftj Load Area (ftl LoadnumberBtuh/fl;'F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Stuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6%L 12C-Osw 0.091 n 2.56 2.32 0 0 0 0 0 0G2A-2ov
13A-20as
0.350
0201
n
n
9.83
5.65
10.69
4.29
0
0
0
0
0 0 0
0
0 0
0
0
2A -20v 0.350 n 9.83 10.69 0 0
0 0
0 0
0
0 0
0 0
0
0
11 2A-2ov 0.350 n 9.83 10.69 0 0 0 0 0 0 0
0
02A -20v 0.350 n 9.83 10.69 0 0 0 0 0 0 0 0
W
2A-2ovd
12C-Osw
0.290
0.091
n
a
8.15
2.56
9.65
2.32
0
0
0 0 0 0 0 0 0
W 13A-2ocs 0.201 a 5.65 4.29 0
0
0
0
0
0
0
0
0
0 0 0
W 12C-Osw 0.091 s 2.56 232 48 41 105 95 0
0
0
0
0
0
02A -20v 0.350 s 9.83 10.69 7 7 68 74 0 0 0 0ll--C-
GG
0.350 s 9.83 10.84 0 0 0 0 0 0 0 02A-2ov 0.350 s 9.83 10.69 0 0 0 0 0 0 0 013A-2ocs 0.201 s 5.65 4.29 0 0 0 0 0 0 010C -v 0.350 s 9.83 7.49 0 0 0 0 0 0 0
0
02A-2ov 0.350 s 9.83 11.74 0 0 0 0 0 0 0 0
W
2A-2ov
12C-Osw
0.350
0.091
s
w
9.83
256
10.69
2.32
0
0
0 0 0 0 0 0 0
V)/ 13A-2ocs 0.201 w 5.65 4.29 0
0
0
0
0
0
0
0
0
0 0 0
t --G
P
2A -20v 0.350 w 9.83 27.22 0 0 0 0 0
0
0
0
0
0
0
r --D
12C-Osw
11DD
0.091 256 1.42 0 0 0 0 0 0 0 0
C 1613-38ad
0.390
0.026
n 10.96
0.73
11.88
1.40
0
33
0
33
0
24
0
46
0
62
0
62
0 0
F 20P -13c 0.068 1.91 0.95 0 0 0 0 0 0
45
0
87
DF22A-cpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion
6 2
Envelope loss/gain
197 210 45 85
12 a) Infiltration
94 30 0 0b) Room ventilation 0 0 0 0
13 Internal gains: Occupants ® 230 0 0 0
Appliances/other 0
0 p
Subtotal (lines 6 to 13) 292 240 45 85
Less extemal bad 0 0Lesstransfer00
0 0
Redistribution 0 0
14 Subtotal
15 Dual loads 22% 35%
292
64
240
85 2296 3596
45
10
85
30
Total roan bad
Air required (Mm) 355 324 55 114
16 15 2 5
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
0t\ -Ord- wrsghtsOft-
Right -Suite® Universal 2017 17.0.16 RSU24017 2017 -Mar -21 16:12 43
etioM165PinefieldMejias1165PinefieldMeiias.rup Calc = We House faces: S Page 9
RDEL-AIRRight-J® Worksheet
Hume -wCOM"OMM
Entire House
DEL AIR HEATING & AIR
531 CODISCO WAY, SANFORD. FL 3277`iPPhh ne 407-8833 -
2665G
Job: 16S PINEFIELD MEJIAS
Date: 03.14.17
By: BENTLEY
1 Room name OPN2FOYER
2 Exposed wall 7.5 If
3 Room height 8.0 If heal/cool
4 Room dimensions 1.0 x 161.5 H
5 Room area 161.5 ft'
Ty Construction U -value Or HTM Area (ftp Load Area Load
number BtuNft'-•F) Bluh/ftj or perimeter (ft) Btuh) or perimeter
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod
6 4p 12C-osw 0.091 n 2.56 2.32 0 0 0 0
C 2A-2ov 0.350 n 9.83 10.69 0 0 0 0
13A -20c3 0.201 n5.65 4,29 0 0 0 0
2A-2ov 0.350 n 9.83 10.69 0 0 0 0
11 2A-2ov 0.350 n 9.83 10.69 0 0 0 0
2A-2ov 0.350 n 9.83 10.69 0 0 0 0
2A-2ovd 0,290 n 8.15 9.65 0 0 0 0
W 12C-0sw 0.091 a 2.56 2.32 0 0 0 0
W 13A-2ocs 0.201 a 5.65 4.29 0 0 0 0
W 0.091 s 2.56 2.32 60 29 73 66
ZA-2ovA-2ov 0.350 s 9.83 10.69 0 0 0 0
2A-2ov 0.350 s 9.83 10.84 0 0 0 0
11 Gv
2A-2ov 0.350 s 9.83 10.69 31 31 309 336
V J 13A -voce 0.201 s 5.85 4.29 0 0 0 0
10C -v 0.350 s 9.83 7.49 0 0 0 0
2A-2ov 0.350 s 9.83 11.74 0 0 0 0
II-GG
2A-2ov 0 350 s 9.83 10.69 0 0 0 0
W 12C-0sw 0.091 w 2.58 232 0 0 0 0
gyp/ 13A-2ocs 0.201 w 5.65 4.29 0 0 0 0
L.-(' 2A-2ov 0.350 w 983 27.22 0 0 0 0
P 12C-0sw
11D0
0.091 2.56 1.42 0 0 0 0
C 16121-38ad
0.390
0.026
n 10.98
0.73
11.88
1.40
0
162
0
162
0
118
0
227
F 20P -13o 0.068 1.91 0.95 0 0 0 0
F 22A -cd 0.989 27,79 0.00 0 0 0 0
6 c) AED excursion 16
Envelope loss/gain 500 613
12 a) Infiltration 118 37
b) Room ventilation 0 0
13 Internal gains: Occupants ® 230 0 0
Applianceslother 0
Subtotal pines 6 to 13) 618 650
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 618 650
15 Duct loads 22% 35% 135 230
Total room bad 753 880
Air required (cfm) 34 42
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
wrightsOft' Right -Sure® Universal 2017 17.0.18 RSU24017 2017 -Mar -21 16:12:43
coon\165PinerieldMeiias1185PinefieldMeiias.rup Calc - MJ8 House faces: S Pepe 10
1 DEL AIR Duct System Summary Job: 165 PINEFIELD MEDIAS
Date: 03.14.17
xrmulc•iuBcax6moxulc Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY. SANFORD. FL 32771 Phone: 407.631-2665
ir-'roject Intormation
For: ORANGE COUNTY CONSTRUCTION
165 PINEFIELD MEJIAS
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.234 in/100ft
953 cfm
145 ft
I Supply Branch Detail Table
Name
Heating
External static pressure 0.40 in H2O
Pressure losses 0.06 in H2O
Available static pressure 0.34 in H2O
Supply / return available pressure 0.170 / 0.170 in H2O
Lowest friction rate 0.234 in/100ft
Actual air flow 953 cfm
Total effective length (TEL)
st2
BED
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.234 in/100ft
953 cfm
145 ft
I Supply Branch Detail Table
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
BATH 2 c 114 2 5 0.337 4.0 Ox 0 VIFx 15.7 85.0 st2
BED h 1610 72 71 0.427 5.0 Ox 0 VIFx 9.7 70.0
BED 2 h 1513 68 64 0.436 5.0 Ox 0 VIFx 8.0 70.0
BED 3 c 764 35 36 0.435 4.0 Ox 0 VIFx 8.2 70.0
BED 3 WIC h 199 9 8 0.453 4.0 Ox 0 VIFx 5.0 70.0
DININGIFOYER h 3526 158 93 0.286 7.0 Ox 0 VIFx 23.8 95.0 st1
FAMILY RM h 3457 155 126 0.275 7.0 Ox 0 VIFx 28.7 95.0 SO
KITCHEN c 2665 118 127 0.308 6.0 Ox 0 VIFx 15.5 95.0 st1
LAUNDRY c 924 14 44 0.234 4.0 Ox 0 VIFx 35.1 110.0 st3
LIVING C 1992 82 95 0.235 6.0 Oxo VIFx 35.0 110.0 SO
MASTER BATH h 1031 46 42 0.309 4.0 Ox 0 VIFx 25.0 85.0 st2
MASTER SUITE C 3144 94 150 0.323 7.0 OX 0 VIFx 20.2 85.0 st2
MASTER W.C. h 355 16 15 0.310 4.0 Ox 0 VIFx 24.7 85.0 st2
MASTER WIC h 318 14 13 0.309 4.0 Ox 0 VIFx 25.2 85.0 st2
MASTER WIC 2 c 66 1 3 0.323 4.0 Ox 0 VIFx 20.4 85.0 st2
OPN2FOYER C 880 34 42 0.445 4.0 0X 0 VIFx 6.3 70.0
PANTRY h 780 35 16 0.290 4.0 OX 0 VIFx 22.1 95.0 st1
POWDER C 54 0 3 0.239 4.0 Ox 0 VIFx 32.2 110.0 st3
c wri htsoft• 2017 -Mar -2116.12:449Righl-Suns® Universal 2017 17.0.16 RSU24017
Page 1
coon\165PinefieldMelias\165PinefieldMelies.rup Calc -101,15 House faces: S
Supply Trunk Detail Table
Return Branch Detail Table
Name
Trunk Htg Clg Design Veloc Diam H x W Duct
Stud/Joist
Opening (in)
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st3 Peak AVF 96 142 0.234 530 7.0 0 x 0 VinlFlx st1
st1 Peak AVF 562 503 0.234 526 14.0 0 x 0 VinlFlx
st2 Peak AVF 174 229 0.309 518 9.0 0 x 0 VinlFlx
Return Branch Detail Table
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox 0 953 953 0 0 0 0 Ox 0 VIFx
wri htsoft' 2017 -Mar -2118:12:44
9 Ripht-Suite® Universal 2017 17.0.16 RSU21017
ction\185PinefieldMelias1185PinefieldMelias.rup Calc = MJ8 House faces. S
Pape 2
FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole it3uildin Performance and Prescriptive Methods
ADDRESS: 165 PINEFIELD MEJIAS Permit Number:
FL,
MANDATORY REQUIREMENTS See individual code sections for full details.
0 401.3 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 law
Section 553.9085, 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 components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate compliance for the building. 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 of
Sections R402.1 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 manufacturer's 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 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 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 or
other infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures;
3. Interior doors, if installed at the time of the lest, 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 IeakageWindows, 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 or
AAMA/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.
O 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). Al 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)kl 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 -construction
or rough -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 manufacturer's air handler enclosure. All
register boots shall be taped or otherwise sealed during the test.
2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 rn2) of conditioned floor area when tested
at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's 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 cfm
85 Umin) per 100 square feet (9 29 m2) of conditioned floor area.
Exceptions:
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.
3/21/2017 4:12 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
O R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C)
or below 55'F (13'C) shall be insulated to a minimum of R-3.,
R403.3.1 Protection of piping insulation.
13 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 tum off the hot-water circulating pump when the system is not in use.
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 possible
to the storage tank.
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 1007 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 atilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
p 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.
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.
3/21/2017 4:12 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 and
shall not be used for equipment sizing. 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 the
load calculation (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 the
calculated total sensible load but not less than 80 percent of that load.
2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of
equipment may be sized in accordance with good design practice.
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 bumers
shall not be less than the design load calculated in accordance with Section R403.6.1.
O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or healing 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.
O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the Commercial Provisions in lieu of Section R403.
p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall
include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 407.
0 R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and
inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy
requirements for portable spas shall be in accordance with ANSI/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. Heal pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. 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 tum off and on heaters and pumps according to a
preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in
compliance with this equipment.
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 or
at the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or
solar energy source computed over an operating season.
O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be
high -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 lightsOR405.2 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 or
concrete deck roofs do not have sufficent space, R-10 is allowed.
3/21/2017 4:12 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3
FORM R405-2014
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: 165PinefieldMejias Builder Name: ORANGE COUNTY CONSTRUCTION
Street, 165 PINEFIELD MEJIAS Permit Office:
City, Slate, Zip: FL, Permit Number:
Owner: Jurisdiction: 691000
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
Basketed doors
3/21/2017 4:12 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2014
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the
residential Simulated Performance method shall include
O This checklist
O A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst-case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (1 page) and an input summary checklist that can
be used for field verification (usually 4 pages/may be greater).
O Energy Performance Level (EPL) Display Card (one page)
O Mandatory Requirements(three pages)
Required prior to CO for the Performance Method:
O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
O A completed Envelope Leakage Test Report(usually one page)
O If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge® - USRCSB v5.1
3/21/2017 4.11:15 PM Page 1 of 1
42X42 A/C SLAB
BY BLDR MIN
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NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED EXIST.
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INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS QOTransferducts/grills sized in compliance
with Florida Residential Building Code -M1602.4 2.5 TON WBKW @240V 1PH _ balanced return air.
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scale :1I8•=1.0'
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Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r-6 insulation value.
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Customer Name
Orange County Construction 911
200 East Main Street Job Name
Mejias ResidenceN eG,
Leesburg, FL 34748 Designer A o
Ph: 352-787-5334 Crena Delon F
Job #
Fx: 352-326-2404 170563 `
W1®
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek
0 RECORD COPY
RE: 170563 - Mejias Residence MiTek USA, Inc.
Site Information:
6904 Parke East Blvd.
Customer Into: Orange County Const Project Name: Mejias Residence Model:
Tampa, FL 33610-4115
Lot/Block: Subdivision:
Address: 165 Pinefield Dr
City: Sanford State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0
Wind Code: ASCE 7-10 Wind Speed: 140 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 8 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. I Seal# I Truss Name Date
1 1 T10714052 1 C1 13/23/17 I
12 1 T107140531 C3 1 3/23/17 1
13 1 T1 0714054 1 C5 13/23/17 1
14 I T10714055 I J7 1 3/23/17 1
15 I T107140561 K7 1 3/23/17 1
6 T10714057 T01 3/23/17
7 T10714058 T02 3/23/17
18 I T10714059 I T03 13/23/17 I
The truss drawing(s) referenced above have been prepared by MiTek
USA, Inc. under my direct supervision based on the parameters
provided by Ro-Mac Lumber & Supply Inc.
Truss Design Engineer's Name: Albani, Thomas
My license renewal date for the state of Florida is February 28, 2019
IMPORTANT NOTE' The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek's customers
file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verify applicability of design parameters and properly incorporate these designs
into -the overall building design per ANSI/TPI 1, Chapter 2.
e OLD/%
SAIIIFORp
17
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111A11111
O • C E N S
6,
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No 39380
10 ST OF :W
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11111115110,
N A`,%,k:k
Thomas A. Albanl PE No.3938D
Mirek USA, Inc. FL cell 8634
6904 Parke East Blvd. Tampa R 33810
Date:
March 23,2017
Albani, Thomas 1 of l
Job Truss Truss Type Qty Ply Mejias Residence
loc) Well Ud
TCLL 20.0 Plate Grip DOL
710714052
170563 C1 Corner Jack 4 1
360
TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL)
Job Reference o lienal
Ho -Mac LDmDer 3 supply Inc.. LeeSDUrg, rL .Wf40 o.v.. a ver.. c.+w.......v.....- , ... ...-...... -- .-. --.. .
ID:wus3EPVd99ubg3byYIRxOHzcddr-05AVpRvcmZ ?1Kb1AOoHX6KrgPWJzNNIGEII1zY2HW
1-0.01.0.0
1.0.0 + 1.0.0
20 =
LOADING (psi)SPACING-
EF
2-0.0 CSI, DEFL. In loc) Well Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 VBrI(LL) 0.00 5 999 360
TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) 0.00 7 999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Holz(TL) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Wind(LL) 0.00 7 999 240
LUMBER -
TOP CHORD 20 SP M 30
BOT CHORD 2x4 SP M 30
REACTIONS. (Ib/size) 3=9/Mechanical, 2=118/0-8-0, 4=0/Mechanical
Max Horz 2=59(LC 12)
Max Uplift 3=-6(LC 9), 2=-1 12(LC 12)
Max Grav 3--11(LC 17),2=1 18(LC 1), 4=17(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale = 1:7.0
PLATES GRIP
MT20 244/190
Weight: 5 Ib FT = 204e
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1.0.0 cc puffins.
BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing.
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Wind: ASCE 7.10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=4.2ps1; h--25ft; B=4511; L=2411; eave--411; Cat.
II; Exp C; Enci , GCpi=0.18; MW FRS (directional) and C -C Exterlor(2) zone; cantilever left and right exposed; end vertical left and
right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will lit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except 01=1b)
2=112.
0 WARNING. VeUy design peremerere and READ NOTES ON THIS AND INCLUDED MrFEK REFERANCE PAGE UN -7473 rev. 100302015 BEFORE USE EFDedgnwritforuseonlywithPlekOconnectors. Ihk design Is Iced orgy upon pwconeters shown. and Is fol an MlvkW building component. not
a hues system. Before rao. the bxliding designer must vedly the appilcc4bBity of design puamelers and properly Incorporate Ihh design into Ira overall
balding design ®acing Indk:aled Is to prevent buckling of Indivklucil buss web aril/or chard members only. Ac"Ikxxil lemporary and permanent txocbV WOW
Is otways rowFed for slablilly and to prevent coliotno wllh possible persorwl htk+Y and popemy domoW. For gonial guklanco regaiding the
latxicollon, slomge, delivery, erecllon card bracing of trusses and Imes syslairm seeANSI/711 Qua01y, Criteria. DSB-89 and 8CS1 Building Componenh 6004 Parke Eosl Blvd
Salary Information ovdiable ban buss Flare InsbiMe, 218 N. leo Sheel. Suite 312, Alexancift VA 22314. Tempa, FL 33610
Job Truss Truss Type Oty Ply Mejias Residence
loc) Well Ud
TCLL 20.0 Plate Grip DOL
710714053
170563 C3 Corner Jack 4 1
360
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ven(TL)
Job Reference o tional
e.Ctf.C7 ens % D=nn 1
Ro•Mac Lumber 8 Supply Inc., L9esburg, FL 34148 u- a oan ca cv„ .,....-,,.. -_ •_•__•_. __.. . _,_ .
ID;wus3EPVd99ubg3byYl RxOHzcddr-05AVpRvcmZ_? 1 Kb1 AOoHX6KgPLgJzNNIGE 111zY2HW
1-o-0 3.0.0
1.0-0 3.0.0
Scale: 1'=1'
2x4 =
LOADING (psi)SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 4-7 999 360
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ven(TL) 0.01 4-7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n1a We
BCDL 10.0 Code FBC2014/rP12007 Matrix -MP Wind(LL) 0.00 4-7 999 240
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 20 SP M 30
REACTIONS. (lb/size) 3=65/Mechanical, 2=172/0.8-0, 4=35/Mechanical
Max Horz 2=106(LC 12)
Max Uplift 3=-52(LC 12), 2=-103(LC 12)
Max Grav 3=66(LC 17), 2=172(LC 1), 4=51 (LC 3)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Ina
PLATES GRIP
MT20 244/190
Weight: 11 Ib FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
MiTak recommends that Stabilizers and required cross bracing
be installed during truss erection, In accordance with Stabilizer
Installation guide.
NOTES -
1) Wind: ASCE 7-10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=4.2psf; h=25ft; B=4511; L=2411; eave=4ft; Cal.
ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C -C Exiedor(2) -1-0-0 to 2.0.0, Interior(1) 2-0-0 to 2.11-4 zone; cantilever left
and right exposed; end vertical 19111 and right exposed;C-C for members and forces & MW FRS lot reactions shown; Lumber
DOL --1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads.
3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide
will lit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 100 lb uplift at joint(s) 3 except Qt=1b)
2=103.
WARNING - VarlNy dedgn panvrreten and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MO -7473 rev. WOMIS BEFORE USE
Design valid la use only with lAlekV conneelors. this degg i Is based only upon paameters shown. arxd Is lot an IndlvlUral building component. not
a truss system. Belote use. the brdldln0 designer must verity, the applkobllty of design rynamelers and properly Incoepowte this design Into the overcallAdditionaltemporaryandpermanentbocing M!T®k' IxAdhng design. Racing IrWicated Is to prevent buckling of Individual rias wen and/or triad members only.
6 always recpalrrrd fa staMllly and to prevent collapse vAlh fossIlAe personal Injury and property damage. for general guidance regarding 8w
fabrk:atbn slorago. delivery. eroollon and bracing of trusm and Inca systems WeANSI/TPtl Quality CAterlo, D$6-89 and SCSI Bulbdtng Component 6904 Pork* East Blvd.
Safety Information avafkMfe from buss Rale IxtlNle, 218 N. Lee Sheet. Sidle 312, Alexandria. VA 22314.
Tmrpo, FL 33610
Job Truss Truss Type Ory Ply Mepas Residence
loc) I/dell Ud
TCLL 20.0
710714054
170563 C5 Corner Jack 4 1
999 360
TCDL 7.0 Lumber DOL 1.25
Job Reference o Uonal
HO -Mac Lumber 6 Supply Inc.. LeeSDUrg, rL J4rga o.wvavm.ww.. n,,.v.. ,,.....v...v. ...... ..... ...... .. _a_ .
ID:wus3EPVd99ubg3byYlRxOH Wdr-slktonwEXl6seUADk5JW4Jtz_pdg2OcXXw aZBzY2HV
o•0 5.0.0
5.0 -0
1177E
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ven(LL) 0.02 4-7 999 360
TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) 0.06 4.7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a We
BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.04 4.7 999 240
LUMBER -
TOP CHORD 20 SP M 30
BOT CHORD 20 SP M 30
REACTIONS. (Ib/size) 3=116/Mechanical, 2=242/0-8-0, 4=62/Mechanical
Max Horz 2=153(LC 12)
Max Uplift 3=-98(LC 12), 2=-117(LC 12)
Max Grav 3=117(LC 17), 2=242(LC 1), 4=89(LC 3)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
Scale = 1:17.6
PLATES GRIP
MT20 244/190
Weight: 18 Ib FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-" oc purlins.
BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be Installed during Inks erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=4.2pst; h=2511; 8=4511; L --241t; eave=4ft; Cat.
II; Exp C; Encl., GCpI=0.18; MWFRS (directional) and C -C Extedor(2) -1-0-0 to 2.0.0, Inferior(1) 2-0-0 to 4.11-4 zone; cantilever left
and right exposed; end vertical left and right exposed -,C -C for members and forces & MW FRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for buss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at )oinl(s) 3 except 011=1b)
2=117.
Q WARNING . Verily deafen paramerem rind READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE UP -7073 rev. F=3Q0/S BEFORE USE
Design valkf for use only vAth Mllek® conneclo s lift design 6 based ortly upon paaneters shown, and Is for an WIVIUual twlding componenl. not
a htm syslarn. B41010 use. the [Adding designer must veilly the applicatilly of design parameters owxl txopeuly hcowowle this doslgn Into the overall
lxading design. Bracing Indlcoled Is to prevent WclMtg of Individual Iruss web and/or chord members only. Addlllonal lernllorary and permanent bracing M iTek'
D always required low stab611y and to prevent collapse vAlh pos6lre personal inhay and Drolxewty damage. For general guidance regarding the
kixkatlon. storage. delivery. erecllon and baring of Uuses and tnra syslemL seeANSVFPI I OUaaN Criteria. D$8-89 and SCSI Building Component 6604 Parke East Blvd.
Sdeh Information ovallade Dom Trus Rale Institute. 218 N. Lee Street, Suite 312. Alexandilm VA 22314. Tanya. FL 33610
Job Truss Truss Type Oty Ply Mejias Residence
roc) Udell Ud PLATES GRIP
TCLL 20.0
710714055
170563 J7 Jack -Open 5 t
999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25
Job Reference (optional)
Ro•MaC Lumber 6 5upply Inc., L9eSDUrg, I -L J414d o.vav a ,ran co — I , .— , e,. T. u -i—' •"v. • • •,. n..
ID:wus3EPVd99ubg3byYl RxOHzcddr-slkionwEXtSseUADk5JW 4Jtwepbf2OcXXw_azszY2HV
1.0 0 7.0.0
1.0.0 7-0.0
Scale = 1.22 9
30 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in roc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.08 4.7 999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 SC 0.32 Ven(TL) 0.24 4.7 353 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 2 Na rVa
BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Wind(LL) 0.14 4-7 612 240 Weight: 24 lb FT=20%
LUMBER -
TOP CHORD 20 SP M 30
BOT CHORD 20 SP M 30
REACTIONS. (lb(size) 3=166/Mechanical, 2=315/0-8-0,4=87/Mechanical
Max Harz 2=201 (LC 12)
Max Uplift 3— 142(LC 12), 2= 134(LC 12), 4=-1(LC 12)
Max Grav 3=168(LC 17), 2=315(LC 1), 4=126(LC 3)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins.
BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
MITek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) OTES1) Wind: ASCE 7-10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=4.2ps1; h=25ft; B --451t; L=2411; eave=411; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0.0 to 2-0.0, Intenor(1) 2-0-0 to 6-11-4 zone; cantilever telt
and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will lit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joinl(s) 4 except 01=1b)
3=142,2=134.
0 WARNING • Vorlly dedgn param 1we and READ N07ES ON THIS AND INCLUDED MREK REFERANCE PAGE 1110.7473 row. ISMI eIS BEFORE USE.
Design valid lot use only with Mllek® connectors. this design Is tamed only upon parameters shown. and is for an Individual building Component, not
a truss system. Before use, the lxAdIrg designer must verily the a>f Icablity of design Marneters and propelly Incogorale th6 doslgn Into the ovelall
Additional temporary and permanenl bracing Welk' building design Bracing Indicated h to prevent buckling of Individual Iruss web and/a chard members only.
is always Ie"od for stability and to rAevent coilaixe wllh possible personal Injury and property damage. for general guidance regarding the
fabrlcatbn storage. delivery. erection and bracing of Inrsses and in= systems, seeANSIMI l Quality Clllelb, DSB-89 and BCSI Building Component 6904 Porke East Blvd.
Safety Information avtllabie from Muss Role InsilMe, 218 N. lee Street. Sulle 312, Alexandria. VA 22314.
Tampa. i. 33610
Job Truss Truss Type Oty Ply Medias Residence
MiTek
Is always requited lof stability and to pevent collaim vAlh powMe personal Wiry and properly damage. nor general Guidance regadhg the
shape, delivery. erection and mating of busses and Inns systema 5MANSIM11 Quality Cdledo, DSB-89 and SCSI Building component 6904 Paiks Ears Blvd.
labrk;albn
3.11.11
LOADING (psf)
710714058
170563 K7 Diagonal Hip Girder 2 1
hoc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL
Job Reference (optional)
Ho-MaC LUmDer 6 buppiy Inc., Le6SDUrg, I -L 4414U o.wv b -jail co cv i r mt 1 vn nmubu ivb, mom. , nu m I W. ,
I D:wus3EPVd99ubg3byYIRXOHzcddr-LUI FE6xslAEIGe101pglcXP9BDzJnpSgmaj85bzY2HU
1.5.0 5.11.1 9.10.13
I 5.11-1 + 3.11.11
20 = — .
t 30 =o
Scale c 1:22.3
LUMBER- BRACING -
TOP CHORD 20 SP M 30 TOP CHORD
BOT CHORD 20 SP M 30 BOT CHORD
WEBS 20 SP No.3
REACTIONS. (Ib/size) 4=90/Mechanical, 2=489/0-11.5, 5=380/Mechanical
Max Horz 2=201 (LC 21)
Max Uplift 4=-83(LC 8), 2=-249(LC 8), 5-171 (LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-730/244
BOT CHORD 2-7=-334/642,6-7=-334/642
WEBS 3-7=-1/307,3-6=-741/385
Structural wood sheathing directly applied or 6-0-0 OC puffins
Rigid telling directly applied or 10-0-0 oC bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Wind: ASCE 7-10; Vint=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=4.2psf; h=2511; B=4511; L=2411; eave=411; Cat.
II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 fall by 2.0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except Qt=lb)
2=249,5=171,
6) Hanger(s) or other connection device(s) shall be provided sullicient to support concentrated load(s) 76 Ib down and 16 Ib up at
1-5.12, 76 Ib down and 16 Ib up at 1-5-12, 92 Ib down and 65 Ib up at 4-3-11, 92 Ib down and 65111 up at 4-3-11, and 120 Ib down
and 120 Ib up at 7-1-10, and 120 Ib down and 120 Ib up at 7.1.10 on top chord, and 19 Ib down and 4 Ib up at 1.5.12, 19 Ib down
and 4 Ib up at 1-5.12, 19 Ib down at 4-3-11, 19111 down at 4-3-11, and 41 Ib down and 21 Ib up at 7-1-10, and 41 Ib down and 21
Ib up at 7-1.10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-4=-54, 5-8=-20
Concentrated Loads (Ib)
Vert: 12=-2(F-1, B=-1) 13=-78(F-39, B-39) 14=8(F=4, B=4) 15=-16(F=-8, B-8) 16=-67(F-33, B=-33)
Q WARNING - Vivify daalyn paremafam and READ NOTES ON THIS AND INCLUDED f11/TEK REFERANCE PAGE MD -7473 rvv. 11111,113WIS BEFORE USE
Design valid rot use only vAth Mllak® connectors. INs design Is based orgy upon pmametens shovm. and Is lot an Individual buldlnG componenl, nol
5.11.1
a buss syslain. Below, use. Ito MiNding designer rural vonly the ap Icabllty of design Ixxanelers and Ixopeily incopoiote MPs design Inlo the ovatall
building design. Brachg indk:ated Is to prevent buckling of Individual Inns web and/or chord members only. Additional lemporary and pennonenl txacing MiTek
Is always requited lof stability and to pevent collaim vAlh powMe personal Wiry and properly damage. nor general Guidance regadhg the
shape, delivery. erection and mating of busses and Inns systema 5MANSIM11 Quality Cdledo, DSB-89 and SCSI Building component 6904 Paiks Ears Blvd.
labrk;albn
3.11.11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In hoc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 7-10 999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) 0.07 7-10 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.28 HOrz(TL) 0.01 5 Na Na
BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.03 7-10 999 240 Weight: 41 Ib FT = 20°e
LUMBER- BRACING -
TOP CHORD 20 SP M 30 TOP CHORD
BOT CHORD 20 SP M 30 BOT CHORD
WEBS 20 SP No.3
REACTIONS. (Ib/size) 4=90/Mechanical, 2=489/0-11.5, 5=380/Mechanical
Max Horz 2=201 (LC 21)
Max Uplift 4=-83(LC 8), 2=-249(LC 8), 5-171 (LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-730/244
BOT CHORD 2-7=-334/642,6-7=-334/642
WEBS 3-7=-1/307,3-6=-741/385
Structural wood sheathing directly applied or 6-0-0 OC puffins
Rigid telling directly applied or 10-0-0 oC bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Wind: ASCE 7-10; Vint=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=4.2psf; h=2511; B=4511; L=2411; eave=411; Cat.
II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 fall by 2.0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except Qt=lb)
2=249,5=171,
6) Hanger(s) or other connection device(s) shall be provided sullicient to support concentrated load(s) 76 Ib down and 16 Ib up at
1-5.12, 76 Ib down and 16 Ib up at 1-5-12, 92 Ib down and 65 Ib up at 4-3-11, 92 Ib down and 65111 up at 4-3-11, and 120 Ib down
and 120 Ib up at 7-1-10, and 120 Ib down and 120 Ib up at 7.1.10 on top chord, and 19 Ib down and 4 Ib up at 1.5.12, 19 Ib down
and 4 Ib up at 1-5.12, 19 Ib down at 4-3-11, 19111 down at 4-3-11, and 41 Ib down and 21 Ib up at 7-1-10, and 41 Ib down and 21
Ib up at 7-1.10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-4=-54, 5-8=-20
Concentrated Loads (Ib)
Vert: 12=-2(F-1, B=-1) 13=-78(F-39, B-39) 14=8(F=4, B=4) 15=-16(F=-8, B-8) 16=-67(F-33, B=-33)
Q WARNING - Vivify daalyn paremafam and READ NOTES ON THIS AND INCLUDED f11/TEK REFERANCE PAGE MD -7473 rvv. 11111,113WIS BEFORE USE
Design valid rot use only vAth Mllak® connectors. INs design Is based orgy upon pmametens shovm. and Is lot an Individual buldlnG componenl, nol
a buss syslain. Below, use. Ito MiNding designer rural vonly the ap Icabllty of design Ixxanelers and Ixopeily incopoiote MPs design Inlo the ovatall
building design. Brachg indk:ated Is to prevent buckling of Individual Inns web and/or chord members only. Additional lemporary and pennonenl txacing MiTek
Is always requited lof stability and to pevent collaim vAlh powMe personal Wiry and properly damage. nor general Guidance regadhg the
shape, delivery. erection and mating of busses and Inns systema 5MANSIM11 Quality Cdledo, DSB-89 and SCSI Building component 6904 Paiks Ears Blvd.
labrk;albn
Safety inlormalton ovalabte born Irus Rate Institute. 218 N. lee Sbeel. Suile 312. Alexandria. VA 2231 it. Tampa. FL 33610
Job Truss Truss TypeOry
CSI,
Ply Mejias Rest dence
loc) I/dell Ud
TCLL 20.0 Plate Grip DOL
710714057
170563 T01 Common 6 1
360
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(R)
Job Reference (optional)
Ro-Mac Lumber d Supply Inc., L6eSDUrg, FL 34746
3
6.030 5 36n co ever w . a.vv.vv c.
40 =
Scale - 1:37.6
30 = 3x4 = 30 =
3x4 =
30 =
LOADING (psi) SPACING- 2-0-0 CSI, DEFL. In loc) I/dell Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Ven(LL) 0.04 8-10 999 360
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(R) 0.12 8-10 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.03 6 n1a n/a
BCDL 10.0 Code FBC20141TPI2007 Matrix -MS Wind(LL) 0.05 8-10 999 240
LUMBER -
TOP CHORD 20 SP M 30
BOT CHORD 20 SP M 30
WEBS 2x4 SP NO -3
REACTIONS. (Ib/size) 2=831/0-8-0,6=831/0-8-0
Max Harz 2=-157(LC 10)
Max Uplift 2=-386(LC 12), 6= 386(LC 12)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-1277/622,3-4=-I 134/617, 4-5=-1134/617, 5.6=-1277/622
BOT CHORD 2-10=-435/1092, 8-10=-210f735,6-8---459/1092
WEBS 4-8=-2001426,5-8=-2661268,4-10=-200/426,3-10=-266f268
PLATES GRIP
MT20 244/190
Weight: 97 Ib FT = 20°b
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
M1Tek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=4.2pst; h=2511, B=4511; L=2411, eave=oft; Cat.
II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C -C Exlerior(2) -1.0.0 to 2-0-0, Intedor(1) 2-0.0 to 10-6-0, Extedor(2) 10.6-0 to
13.6-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent wllh any other live loads.
4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b)
2=386,6--386.
0 WARNWO _ VerrrT dodpn peraawfam and READ NOTES ON THIS AND INCLUDED WrEK REFERANCE PAGE MIP -7473 roe. 1419 016 BEFORE USE.
De3fgn valid for use only with Mllek® connectors. TtYs design Is based orgy upon parameters shown. and Is goo an Individual building component, nor
a Inas system. Before use, the building designer must verify 11w applicabGiN of design Ixiiameters and proporly trlcaporaro fhb design Into the overall
Hiding design. Bactrig indicated Is to proven) bucldpng of Individual truss web and/or Chard members only. Additional Iompoiary and pennanoni bracing M!Tek'
Is always rednired la stability and to prevent collapse wllh fwsslble personal IM+y and property damage. For general guldance regarding the
labilcalkxl. slorage. delivery. erection and bracing of trusses and in=systems. 3MANSI/TRI Quality Criteria, DS6-89 and SCSI Wilding Component
6604 Parka East Blvd.
Safety Information ovallobte can Trus Rote tr dilute. 216 N. Lee Street, Suite 312. Alexandria. VA 22314. Tempa. FL 33610
Job Truss Truss TypeOty
loc) Wall Ud PLATES GRIP
9-17 >999 360 MT20 244/190
9.17 >999 240
7 Na We
9 >999 240 Weight: 103 Ib FT = 20°6
Ply Mapes Residence
MiTek
TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins.
BOT CHORD 20 SP M 30
710714058
170563 T02 Hip 1 1
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 2=831/0-8-0,7--831/0-8-0
Job Reference (optional)
F10 -0018C Lumber d Supply Inc., L9eSDUrg, i -L :79/4tl o.vav a oo.. w cv.. ,.,.. o,. .,,w...o, ,,,.. ...,, ..,,., ..-ate .
ID:wus3EPVd99ubg3byYlRxOHzcddr-pgrdRSyU3UMauoKcrWL 9kyJGdHdWJBp?EThelzY2HT
1.0.0 4.9.4 9-a0 12.0.0 1
16.2.12 I
21.0.0 .22•x0 r
1.60 4-9.4 4.2.12 T 4.2-12 4-9.4 1•a0
Scale= 1:37.9
5x5 =
5x5 =
4 19 20 5
3x5 = 3x9 =
30 =
30 = 3x5 =
LOADING (psi) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 7.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2014/TP12007
CSI.
TC 0.17
BC 0.35
WB 0.13
Malrix-MS
DEFL. in
Verl(LL) -0.09
Ven(TL) -0.24
Horz(TL) 0.03
Wind(LL) 0.04
loc) Wall Ud PLATES GRIP
9-17 >999 360 MT20 244/190
9.17 >999 240
7 Na We
9 >999 240 Weight: 103 Ib FT = 20°6
LUMBER- BRACING -
MiTek
TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins.
BOT CHORD 20 SP M 30 BOT CHORD Rigid ceiling directly applied or 9.5.9 oc bracing.
WEBS 20 SP No.
3I MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 2=831/0-8-0,7--831/0-8-0
Max Horz 2=-137(LC 10)
Max Uplift 2=-386(LC 12), 7=-386(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1271/766, 3-4=-1019/606, 4-5=-850/601, 5-6=-10181606,6-7=-1 271f766
BOT CHORD 2-11=-590/1097, 9-11=-324/849, 7-9=-600/1097
WEBS 3.11=-280/312, 4-11=-114/268, 5-9=-102/268,6-9=-281/312
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=4.2psl; h=2511; B=4511; L=2411; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2.0.0 to 9-0-0, Exledor(2) 9.0.0 to
12-0.0, Interior(1) 16-4-10 to 22-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and
forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide
will lit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb)
2=386,7--386.
Q WARNING • Yarm design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7173 mv. 1000310/5 BEFORE USE.
DesNn valid Nor use only wtxn Mllok® connectors. Ihh deslgnk based only uPo n Paiamotcrs mown. and Is la an kxlMdrxA building Component. no,
o Inas system. Before use. The IxAcAng designs must verily The applkobllly of desIM parameters and properiY InCaDOmlc this design Into the overall
bxBding design. Bracing Wicalod Is to prevent buckling of Individual inns web a cf/or chord members only. Addlllonal temporary and permanent Irocing MiTek
Is always recaAred Tor slab01ty and to prevent collapse with Dossiole personal"and property darnoW For General guidance regarding the
Wbricalkxn, storage. delivery, erection and braclng of Irises and truss syslarns, weANSIMI l Quality Crilerb, D511-89 and BCSI Building Component 6904 Parka East Blvd.
Soley Information ovaltabie from Truss Rale Institute. 218 N. tee Street. Sulle 312, Alexandria. VA 22314. Tampa. FL 33610
Job Truss Truss Type Oty Ply Mefias Residence
LUMBER-
Is always reqs&od for staNilly and to prevent collapse wllh possUe personal b*ry and IxOperlY damage. Fos general guidance regarding the
Icllxlcatbn, storage. delivery. erection and Mating of Inrsm and truss syslanm seeANSi/TPl1 Ovally Criteria, DSB49 and BCSI Building Component
BRACING -
safely Iniormatlon avaloble nom truss Plate InsflMe. 218 N. lee Streel. Sulle 312, AlexarWAo. VA 22314.
TOP CHORD 20 SP M 30 'Except'
710714059
170563 T03 Hip Girder 1 1
Rigid ceiling directly applied or 6.6.6 oc bracing.
BOT CHORD 20 SP M
30I MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3
Job Reference (optional)
HO -Mac Lumber 8 Supply Inc.. Leesourg. rL j4 (40 o.VOV i V.I. — cv, r ,.,, e,. ,,,. "... .... ,•,o• — , -, . -e- •
ID:wus3EPVd99ubg3byYlRxOHzcddr-HIPOfoz7goURVxuoPEsDiyVH11 W FjizDuCFATzY2HS
i
7.0-0 14.0-0 21.0-0 , LN—No ,
1-0-0 7.0-0 7.0-0 7.0.0
3
5x5 =
16 17 18 18 20
54 =
Sole = 138.0
2x4 II
4x4 =
3x4 =
4x4 = 40 =
a
LOADING (psi) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 7.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr NO
BCDL 10.0 Code FBC2014lrP12007
CSI.
TC 1.00
BC 0.79
WB 0.30
Matrix -MS
DEFL. in
Ven(LL) -0.17
Verl(I-) -0.49
HOrz(TL) 0.09
Wind(LL) 0.20
hoc) Well Ud
7-9 >999 360
7.9 >514 240
5 Na n/a
7.9 >999 240
PLATES GRIP
MT20 244/190
Weight: 90 lb FT=2096
LUMBER-
Is always reqs&od for staNilly and to prevent collapse wllh possUe personal b*ry and IxOperlY damage. Fos general guidance regarding the
Icllxlcatbn, storage. delivery. erection and Mating of Inrsm and truss syslanm seeANSi/TPl1 Ovally Criteria, DSB49 and BCSI Building Component
BRACING -
safely Iniormatlon avaloble nom truss Plate InsflMe. 218 N. lee Streel. Sulle 312, AlexarWAo. VA 22314.
TOP CHORD 20 SP M 30 'Except' TOP CHORD Structural wood sheathing directly applied.
3-4: 20 SP M 31 BOT CHORD Rigid ceiling directly applied or 6.6.6 oc bracing.
BOT CHORD 20 SP M
30I MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3 be Installed during truss erection, In accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 2=1644/0-8-0, 5=1643/0-8-0
Max Horc 2=-109(LC 6)
Max Uplift 2— 877(LC 8), 5=-877(LC 8)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3052/1567, 3-4=-2634/1462,4-5=-3054/1567
BOT CHORD 2-9=-127512658,7-9=-1270/2632, 5.7=-1265/2660
WEBS 3-9=-119f/75, 4-7=-119/776
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vu11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psi; BCDL=4.2psf; h=2511; 5=4511; L=2411; eave=411; Cat.
11; Exp C; End., GCpI=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL --1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide
will lit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except 011=1b)
2=877,5=877.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 Ib down and 302 lb up at
7-0-0,145 Ib down and 158 lb up at 9-D-12,145 Ib down and 158 lb up at 10-6-0, and 145 Ib down and 158 Ib up at 11-11-4, and
207 lb down and 302 Ib up at 14-0.0 on top chord, and 384 Ib down and 192 Ib up at 7-0-0, 86 Ib down and 21 Ib up at 9-0-12, 86
lb down and 21 Ib up at 10-6-0, and 86lb down and 21 Ib up at 11-11-4, and 384 Ib down and 192 lb up at 13-11-4 on bottom
chord. The design/selection of such connection device(s) Is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Ven: 1.3=-54, 3-4=-54, 4.6=-54,10-13=-20
Concentrated Loads (ib)
Vert: 4=-160(F)9=-384(F)7=•384(F)3=-160(F) 16=-112(F) 18=-112(F)20— 112(F)21— 67(F)22= -67(F)23= -67(F)
A WARNING • Verify dealpn panunetwo and READ NOTES ON THIS AND 01CLUDED MIrEK REFERANCE PAGE 11167473 rov. 101032015 BEFORE USE.
DmIgn valid for use orgy vAlh I41ek9conneclon 1116 design Is posed orgy upon paarteters shown. and Is for an Individual building component, not
a hiss system. Before tale. the I1t11t11ng designer mtnI vedly Iho 0-p Icc"lty of design r"ameters and properly IncorMale I1% design Into the Overall
Mdldkng design. Bracing IrWlcated Is to proven) Ixrckling oI InclW ud Imes web and/or chord members orgy. Additional tomporary caW permanent Mating MiTek
Is always reqs&od for staNilly and to prevent collapse wllh possUe personal b*ry and IxOperlY damage. Fos general guidance regarding the
Icllxlcatbn, storage. delivery. erection and Mating of Inrsm and truss syslanm seeANSi/TPl1 Ovally Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd
safely Iniormatlon avaloble nom truss Plate InsflMe. 218 N. lee Streel. Sulle 312, AlexarWAo. VA 22314.
Tarrnpo. FL 33610
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION
3 " Center plate on joint unless Y. y
offsets are indicated.
6 4'8 dimensions shown in ft -In -sixteenths
Drawings not to scale)
Failure to Follow Could Cause Property
Damage or Personal Injury
Dimensions ore in ft -in -sixteenths.
Apply plates to both sides of truss 1 3 1. Additional stability bracing for truss system, e.g.
and fully embed teeth.
TOP CHORDS
diagonal or X-brocing. is always required. See BCSI.
c1•2 cxa 2. Truss bracing must be designed by on engineer. For
truss Individual lateral braces themselves4widespacing.
WEBS G„ may require bracing. or alternative Tor I
T O 1
p bracing should be considered.
I Uv
pp 0 3. Never exceed the design loading shown and never
g U stock materials on Inadequately braced trusses.
n
Ia.
4. Provide copies of this truss design to the building
For 4 x 2 orientation, locate
cr a C670
BOTTOM CHORDS
designer, erection supervisor. property owner and
oil other Interested partiesplates0 -'Ad' from outside
edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wone at joint
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations ore regulated by ANSI/TPI 1.
connectorlates. P THE LEFT.
Design assumes trusses will be suitably protected from
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/TPI 1.
Plate location details available in Mitek 20/20
software or upon request.
NUMBERS/LETTERS. B. Unless otherwise noted. content lumber
time n. shoo not exceed 1946 of time of fabrication.
PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for
PLATE SIZE ICC -ES Reports:
use with fire retardant, preservative treated. or green lumber.
The first dimension is the plate 10. Comber Is a non-structurol consideration and Is the
4 4 width measured perpendicular ESR -1311, ESR -1352, ESR 1988 responsibility of truss fabricator. General practice Is toxtoslots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 comber for dead bad deflection.
the length parallel to slots. 11. Plate type, size. orientation and location dimensions
Indicated ore minimum plating requirements.
LATERAL BRACING LOCATION 12. Lumber used shoe be of the species and size, and
In oil respects, equal to or better than that
Indicated by symbol shown and/or
by text in the bracing section of the
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
specified.
13. Top chords must be sheathed or purlins provided at
output. Use T or I bracing spacing Indicated on design.
if indicated. Lumber design values are in accordance with ANSIlTPI 1
14 Bottom chords require lateral bracing at 10 ft. spacing.
section 6.3 These truss designs rely on lumber values at less, if no ceiling is installed, unless otherwise noted.
BEARING established by others.
15. Connections not shown ore the responsibility of others.
Indicates location where bearings 16. Do not cut or alter truss member or plate without prior
Ono (supports) occur. Icons vary but 2012 MiTek® All Rights Reserved approval of on engineer.
reaction section indicates joint
I number where bearings occur. 17. Install and loos vertically unless Indicated otherwise.
iMin size shown is for crushing only. qp 18. Use of green or treated lumber may pose unacceptable
environmentaL health or performance rusks. Consult with
project engineer before use.
Industry Standards:
ANS013I1: National Design Specification for Metal 19. Review oil portions of this design (front, bock, words
and pictures) before use. Reviewing pictures alone
Plate Connected Wood Truss Construction. Is not sufficient.
DSB-89: Design Standard for Bracing.
BCSI: BuildingComponent Safety Information, MiTek 20. Design assumes manufacture in accordance withI/
Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria.
Installing & Bracing of Metal Plate
Connected Wood Trusses. MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015
t
RECORD COPY
I
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
a17-83*5
Permit #
Project Location Address 5 1
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging ro 6 L /15-Z / Is I
Sliding
Sectional
sc, Q w.,n
ps
0Z 7.
Automatic
901er- 2011 op G o q, cack R 2 A. 20
2. Windows
Single Hung fly 67e li S4v Fe, t&Los-
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits 4'
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles 17rYfI
Underla ments err Wrap,•
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coatin
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product Florida Approval #
Description include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014
a
702015
Florida Deparn, enld DCIS Mome I Log In User Registration
BusinesProdctGProfessinalUSER•
PublicAPPrDVaI
Regulation
Product Aoulnval Menu > 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 Building Code Online
ion
DB A MOUE ADOUT OB R DBIR 0171710NJ C0.YT4CT DBIR
ot Topics Submit Surcharge Stats & Facts Publications ' F5C Staff KIS Site Map Links Search
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
FL11602-R3
Revision
2014
Approved
InterWrap, Inc.
32923 Mission Way
Mission, NON -US 00000
551) 574-2939
mtupas@interwrap.com
Eduardo Lozano
elozano@interwrap.com
Eduardo Lozano
32923 Mission Way
Mission, NON -US 00000
778) 945-2891
elozano@interwrap.com
Roofing
Underlayments
Evaluation rom a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nieminen
PE -59166
Intertek Testing Services NA Inc.- ETL/Warnock Hersey
11/19/2015
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
FL11602 R3 COI 2015 01 COI Nieminen.odf
1507.2.3
1507.2.4
1507.2.8
1507.2.9.2
1507.3.3
htips://www.floridabtrilding.orglpr/pr app dll.aspx?param=wGEVXOvADgsQFc5K%2fTrZeHYB7UCe5KMnskymOBRf1OOSyoZocxE9g%3d%3d 1/2
7/612015
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Florida Building Code Online
1507.4.5.1
1507.4.5.2
1507.5.3
1507.7.3
1507.8.3
1507.9.3
1523.6.5.2.1
Method 2 Option B
05/01/2015
05/01/2015
05/10/2015
06/22/2015
FLSModel, Number or Name Description
11602.1 1 Titanium Roof Underlayments Synthetic sheet -type roof underlayment5
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/ -45
Other. 1.) The design pressure noted herein pertains to use
of a specific underlayment system beneath foam -on the
sytsems. Refer to ER Section 5.6.3 for details. 2.) Refer to ER
Sections 5 and 6 for other Limits of Use.
Installation Instructions
FL11602 R3 11 2015 05 FINAL ER INTERWRAP FL11602-
R3.Ddf
Verified By: Robert Nieminen PE -59166
Created by Independent Third Party: Yes
Evaluation Reports
FL11602 R3 AE 2015 05 FINAL ER INTERWRAP FL11602-
R3.Ddf
Created by Independent Third Party: Yes
Oack Nett
Contact Us 1940 North Monroe Street Tallahassee FL 72799 Phone: B50.487-1824
The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Flonda 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 mad. If you have any questions, please Contact 850.487.1395. 'Pursuant to Section
455.275(1), Flonda 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 dick here .
Product Approval Accepts:
W
Credi
https:/hvww.floridabtildirg.orgtpr/pr_app O.aspx?Wam=wGEVXQwtDgsQFc5K%2rrrZeHYB7UCe5KMriskymOBRflOOSyoZoexE9g%3d%3d 212
QOTRINITYIERD
EVALUATION REPORT
Interwrap, Inc.
32923 Mission Way
Mission, BC V2V-6E4
Canada
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate o/Authorization #9503
353 CHRISTIAN STREET, UNIT f#13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 111980.11.08-R3
FL11602-R3
Date of Issuance: 11/03/2008
Revision 3: 05/01/2015
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: Titanium"" 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 "Trinity) ERD 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 6.
Prepared by:
oz
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Ruben Nieminen.
P.E. on 05/01/2015. 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. TrinityJERD 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.
TRINITY I ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement. Titanium'" Roof Underlayments, as produced by Interwrap, Inc., have demonstrated compliance with
the intent of the following sections of the Florida Building Code through testing in accordance with applicable sections the
following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.3,1507.3.3,1507.5.3, IS07.7.3, Unrolling, Breaking Strength, Pliability, ASTM D226 2006
T1507.8, 1507.8.3, 1507.9.3 Loss on Heating
1507.2.4, 1507.2.8, 1507.2.9.2, Thickness, Load-Strain, Adhesion, Thermal ASTM D1970 2009
1507.4.5.1, 1507.4.5.2, 1507 5.3, Stability, Flexibility, Tear, Permeance
1507.5.3.2, 1507.7.3, 1507.7.3.2
1507.3.3 Installation Practice FRSA/TRI April 2012 (04-12) 2012
1523.6.5.2.1 Physical Properties (2-ply system) TAS 103 1995
TAS 110 Accelerated weathering TAS 110 2000
3. REFERENCES:
imint Examination Reference Date
ERD (TST6049) Physical Properties 115010.04.09 04/29/2009
ERD (TST6049) Physical Properties 115010.05.10 05/14/2010
ERD (TST6049) Physical Properties 135520.06.11 06/15/2011
ERD (TST6049) Wind Uplift 135520.08.11-1 08/12/2011
ITS(TST1509) Physical Properties 3146738COQ-003A 03/28/2008
ITS (TST1509) Physical Properties 3146738COQ-003B 03/28/2008
ITS (TST1509) Physical Properties 3126627COQ-005 10/31/2007
ITS (QUA3673) Quality Control ITS Listings Current
ITS (QUA1673) Quality Control Inspection Report 11/19/2014
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Titanium'" PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a polymer -
coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24 lbs/square.
4.2 Mechanically Fastened Underlayments:
4.2.1 Titanium'" UDL-25 is a synthetic sheet -type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.5 lbs/square.
4.2.2 Titanium'" UDL-25 PLUS is a synthetic sheet -type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 lbs/square.
4.2.3 Titanium'"" UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.0 lbs/square.
4.2.4 Titanium'" UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.7 lbs/square.
4.2.5 Titanium"' UDL-TT is a synthetic sheet -type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 lbs/square
4.2.6 Titanium' UDL-TF is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 2.9 lbs/square.
4.2.7 UDL-TTMC30O is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a polymer
coating. Unit weight 3.2 lbs/square.
Exterior Research and Design, I.I.C. Evaluation Report 111980.11.08-R3
CerNJicote o/Authorization x9503 FL11602-R3
Revision 3: 05/O1/201s
Page 2 of 6
TRINITY I
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity) ERD 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 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this
product.
5.4 Titanium"' 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 AH1 for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
Table 1: Roof Cover Options
Underlayment
Asphalt
Nail -On Tile Foam -On Tile Metal
Wood Shakes &
Slate
Shingles Shingles
PSU-30 Yes Yes
Yes
Yes Yes Yes
See 5.5. 1)
UDL-25 Yes No No Yes Yes Yes
Yes Yes
UDL-25 PLUS Yes base layer in 2- base layer in 2- Yes Yes Yes
ply system) ply system)
Yes Yes
UDL-30 Yes base layer in 2- base layer in 2- Yes Yes Yes
ply system) ply system)
UDL-50 Yes No No Yes Yes Yes
UDL-TT Yes No No Yes Yes Yes
UDL-TF Yes No No Yes Yes Yes
IUDL-TTMC300 Yes No No Yes Yes Yes
Private Labeled
5.5.1 "Foam -On Tile" is limited to use of 3M" 2 -Component Foam Roof Tile Adhesive AH -160 (FL6332) or Dow TILE BOND- Roof Tile
Adhesive (FL717) applications unless tensile adhesion / long term aging data from an accredited testing laboratory is
provided.
5.6 Allowable Substrates; Titanium PSU-30:
5.6.1 Direct -Bond to Deck;
New untreated plywood;
Existing untreated plywood, primed as needed with D41 primer to achieve bond.
5.6.2 Bond to Mechanically Attached Base Sheet:
ASTM D226, Type I or II felt.
Titanium UDL-25 PLUS, UDL-30 (primed with D41 primer) or UDL-30 (inverted).
5.6.3 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address
wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part
of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in
FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing
for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to
1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A
or FBC 1609 for determination of design wind loads.
5.6.3.1 Maximum Design Pressure = -45 psf.
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional) ASTM D41
Underlayment: Titanium PSU-30, self -adhered
Exterior Research and Design, I.I.C. Evaluation Report 111980.11.08-R3
CertiJlcote o/Authoriiotion 99503 FL31602-R3
Revision 3: 05/01/2015
Page 3 of 6
TRINITY I ERD
5.6.3.2 Maximum Design Pressure = -30 nsf•.
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-25 PLUS or UDL-30 (inverted)
Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16 -inch with min. 32 ga., 1-5/8" diameter tin caps
Spacing: 6 -inch o.c. at 4 -inch wide side laps and 12 -inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: Titanium PSU 30, self -adhered
5.6.3.3 Maximum Design Pressure = -30 nsf•.
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-30 (printed side up)
Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16 -inch with min. 32 ga., 1-5/8" diameter tin caps.
Spacing: 6 -inch o.c. at 4 -inch wide side laps and 12 -inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: Titanium PSU 30, self -adhered
5.6.3.4 Maximum Design Pressure = -45 osf•.
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-25 PLUS or UDL-30 (inverted)
Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16 -inch with min. 32 ga., 1-5/8" diameter tin caps
Spacing: 6 -inch o.c. at 4 -inch wide side laps and 8 -inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: Titanium PSU 30, self -adhered
5.6.3.5 Maximum Design Pressure = -45 osf•.
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-30 (printed side up)
Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16 -inch with min. 32 ga., 1-5/8" diameter tin caps.
Spacing: 6 -inch o.c. at 4 -inch wide side laps and 8 -inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: Titanium PSU 30, self -adhered
5.6.3.6 For mechanically attached base sheet in a 2 -ply system, the maximum design pressure for the selected assembly shall
meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A,
Table IA or FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to
resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD3.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3
enhancements
5.7 Exposure Limitations:
Titanium UDL-25, UDL-25 PLUS, UDL-30, UDL-50, UDL-TT or UDL-TF shall not be left exposed for longer than 30 -days.
Titanium PSU-30 shall not be left exposed for longer than 90 -days.
UDL-TTMC300 not be left exposed for longer than 180 -days.
Exterior Research and Design, LLC. Evaluation Report 111980.11.08-R3
Cert!/cote o/Authorisotion 09503 FL3160Z-R3
Revision 3: 05/01/Z015
Page 4 of 6
TRINITY I ERD
6. INSTALLATION:
6.1 Titanium Roof Underlayments shall be installed in accordance with Interwrap 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 (if applicable).
6.3 Titanium`" UDL-25. UDL-25 PLUS, UDL-30. UDL-50, UDL-TT. UDL-TF and (Private Labeled) UDL-TTMC300:
6.3.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type
I and II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25, UDL-25 PLUS and UDL-30 is limited to ring shank roofing nails with
minimum 1 -inch diameter plastic caps.
Mechanical attachment of UDL-50, UDL-TT, UDL-TF and (Private Labeled) UDL-TTMC300 is limited to ring shank roofing
nails with minimum 3/8 -inch diameter heads; ring shank roofing nails with minimum 1 -inch diameter plastic caps;
screws and plates; or plastic cap staples.
6.3.3 Slopes of 4:12 or greater:
End (vertical) laps shall be minimum 6 -inches and side (horizontal) laps shall be minimum 4 -inches.
Minimum attachment shall be 12 -inches o.c. vertically and 24 -inches o.c. horizontally in accordance with the surface
markings on the exposed face of the underlayment. When batten systems are to be installed atop the underlayment,
the underlayment need only be preliminarily attached pending attachment of the battens.
6.3.4 Slopes of 2:12 to less than 4:12:
Double layer application; begin by fastening a 25 -inch wide strip along the eaves. Place a full -width sheet over the
starter, completely overlapping the starter course. Continue as noted in 6.3.3, but maintaining minimum 25 -inch side
horizontal) laps, resulting in a double -layer application.
6.4 Titanium"" PSU-30:
6.4.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970
underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.4.2 Direct -to -Deck with Mechanically Fastened Roof Cover:
Cut manageable sections and re -roll with the release film side out.
Membrane Application:
Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof and set in place, printed
side up.
Apply the balance of the membrane to the substrate by removing the film and firmly pressing the membrane into
place.
Apply subsequent courses parallel to the eave in a shingle -type, water -shedding manner.
End (vertical) laps shall be minimum 12 -inches and side (horizontal) laps shall be minimum 3 -inches.
If the membrane becomes misaligned, cut the roll and re -start.
Upon completion, inspect the membrane and repair any defects or fish -mouths.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
6.4.3 Direct -to -Deck with Adhesive -Set Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 and Section 5.6.2 herein, using the
instructions noted above as a guideline.
Wait a minimum of 24 hours prior to loading roof tiles. Tiles shall be staged so as to avoid slippage and/or damage to
the roof underlayment.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
Exterior Research and Design, I.I.C. Evaluation Report 111980.11.08-R3
Certiftate alAutborirotion #9503 FL11602-R3
Revision 3: 05/01/2015
Page 5 of 6
TRINITY I ERD
6.5 Titanium 2 -Ply System:
6.5.1 The Titanium System consists of a base layer of Titanium UDL-PLUS or UDL-30 (top -surface primed or inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30, self -adhered.
6.5.2 Non -Tile Applications:
Install Titanium UDL-25 PLUS or UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1 through
6.3.3 followed by Titanium P5U-30 in accordance with Section 6.4.
6.5.3 Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
For mechanically fastened tile roofing, refer to Interwrap published installation instructions, but not less than FRSA/TRI
April 2012 (04-12), Table 1.
For adhesive -set tile roofing, refer to Section 5.6.3 herein.
Wait a minimum of 24 hours prior to loading roof tiles. Tiles shall be staged so as to avoid slippage and/or damage to
the roof underlayment.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS.-
Contact
LANTS:
Contact the named OA agency for information on production locations covered by F.A.C. Rule 61620-3 OA requirements.
9. QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321
END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 111980.11.08-R3
Certificate of Authorization #9503 FL31602-R3
Revision 3: 05/03/ZO1S
Page 6 of 6
Business & Professional e
1521
FlotillaDepdrtmenld SCIS Home I Log In I User Registration ' Hot Topics Submit surcharge I Stats a Facts Publications I FOC Staff SCIS site Map Links Search
3usines '
Professional ' UroR
PublAprproval
ser
Regulation
MIA I'mProduct Approval Menu a Product or Aoplicatlon Search > Application LI%t i Application Detall
FL # FL5444-R8
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
CertainTeed Corporation -Roofing
18 Moores Road
Malvern, PA 19355
610) 651-5847
rnark.d.hamer@saint-gobain.com
Mark Hamer
mark.d.hamer@saint-gobain.com
Mark D. Hamer
18 Moores Road
Malvern, PA 19355
610) 651-5847
Mark,D.Hamer@saint-gobain.com
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Flonda 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
Robert Nieminen
PE -59166
UL LLC
07/03/2017
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Standard
ASTM D3161, Class F
ASTM D3462
ASTM D7158, Class H
Product Approval Method Method 1 Option D
Year
2009
2009
2008
Date Submitted 03/16/2015
Date Validated 03/23/2015
Date Pending FBC Approval 03/26/2015
Date Approved 06/23/2015
Summary of Products
FL* Model, Number or Name Description
5444.1 CertainTeed Asphalt Roofing Shingles 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural
asphalt roof shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5444 R8 If 2015 03 FINAL ER CERTAINTEED Asphalt
Approved for use outside HVHZ: Yes Shingle FL5444-R8.odf
Impact Resistant: N/A Verified By: Robert Nierrinen, PE PE -59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Refer to ER Section 5 for Urrits of Use Evaluation Reports
FL5444 R8 AE 2015 03 FINAL ER CERTAINTEED Asphalt
Shingle FL5444-R8.pdf
Created by Independent Third Party: Yes
Haeh Next
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 phone 850-487.1824
The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida low, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wlth an email address If
they have one. The emalls provided may be used for official communication wth the licensee. However email addresses are public record. If you do not wash to
supply a personal address, please provide the Department wath an email address which can be made available to the public. To determine if you are a licensee
under Chapter 455, F.S., please dick byre,.
Product Approval Accepts:
V ® _=:
Creclitfa
QOTRINITYIERD
EVALUATION REPORT
CertainTeed Corporation
18 Moores Road
Malvern, PA 19355
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate ojAuthoriration #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203)262-9243
Evaluation Report 3532.09.05-R9
FL5444-R8
Date of Issuance: 09/22/2005
Revision 9: 03/06/2015
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 51h Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION: CertainTeed Asphalt Roofing Shingles.
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein
and FBC 1507.2.7.1.
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. TrinityJERD 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 9.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nleminen,
p.E on 03/06/2015. This does not serve as an electronically signed
document. Signed, sealed hardcopres have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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.
S. This is a building code evaluation. Neither TrinityJERD 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.
TRINITY I ERD
ROOFING SYSTEMS EVALUATION.
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated
compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions
of Use set forth herein.
Z. STANDARDS:
Section Property Standard Year
1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008
3. REFERENCES:
Entity Examination Reference Date
UL (TST 1740) ASTM D3161 94NK9632 05/15/1998
UL (TST 1740) ASTM D3161 99NK26506 11/23/1999
UL (TST 1740) ASTM D3162 03CA12702 05/27/2003
UL (TST 1740) ASTM D3161 03CA12702 06/16/2003
UL (TST 1740) ASTM D3161 03NK29847 10/03/2003
UL (TST 1740) ASTM D3162 04CA21329 05/24/2004
UL (TST 1740) ASTM D3161 04CA32986 12/03/2004
UL (TST 1740) ASTM D3162 OSNK07049 04/15/2005
UL (TST 1740) ASTM D3162 OSNK26778 05/12/2005
UL (TST 1740) ASTM D3161 05CA16778 05/12/2005
UL (TST 1740) ASTM D3262 OSNK14836 05/22/2005
UL (TST 1740) ASTM D3261 DSNK22800 06/22/2005
UL (TST 1740) ASTM D3462 R684 09/21/2005
UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006
UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009
UL (TST 1740) ASTM D3462 20CA41303 10/07/2010
UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010
UL (TST 1740) ASTM D7158 IOCA41303 10/27/2010
UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013
UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014
UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014
UL LLC (QUA 962 S) Quality Control Service Confirmation Exp. 07/03/2017
4. PRODUCT DESCRIPTION:
4.1 CT20", XT'" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles.
4.2 Carriage House Shangle•, Centennial SlateTM , Grand Manor Shangle•, Landmark'", Landmark'" IR, Landmark'" Pro,
Landmark" Premium, Landmark" TL, Landmark" Solaris and Landmark'" Solaris IR are fiberglass reinforced,
laminated asphalt roof shingles.
4.3 Presidential Shake'", Presidential Shake'" IR and Presidential Shake TL'" are fiberglass reinforced, architectural
asphalt roof shingles.
4.4 Hatteras", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles.
4.5 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance
through an intermittent shadow line with contrasting blend drops for color definition.
4.6 Presidential Accessory, Accessory for Hatteras, Shangle Ridge", Shadow Ridge'", Cedar Crest'" and Cedar Crest" IR
are fiberglass reinforced accessory shingles for hip and ridge installation.
4.7 Any of the above listed shingles may be produced in AR (algae resistant) versions.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9
Certificate oJAutboriration #9503 FL5444-R8
Revision 9: 03/06/2015
Page 2 of 9
Q0
TRINITY I ERD
S. LIMITATIONS:
5.1 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 This Evaluation Report is not for use in the HVHZ
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Wind Classification:
5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,
Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150
mph (V,,,, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge and Cedar Crest hip & ridge shingles
have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PLO'
Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, indicating the
shingles are acceptable for us in all wind zones up to V.,d = 150 mph (V,,,, = 194 mph).
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations
by a qualified design professional are required for conditions outside these limitations. Contact the shingle
manufacturer for data specific to each shingle.
5.4.3.1 Analysis in accordance with ASTM D7258 indicates the measured uplift resistance (RT) for the CertainTeed asphalt
roofing shingles listed in Section 4.1 through 4.5 exceeds the calculated uplift force (FT) at a maximum design wind
speed of Vaid = 150 mph (V,,,, = 194 mph) for residential buildings located in Exposure D conditions with no
topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet.
The shingles are permissible under Code for installation in these conditions using the installation procedures detailed
in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening
requirements established within any local jurisdiction, which shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and
F.A.C. Rule 61G2O-3.
INSTALLATION:
6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's
minimum requirements.
6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rule 61G2O-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3.
6.2 Installation of asphalt shingles shall comply with the manufacturers current published instructions, using minimum
four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein.
6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or
R9O5.2.5. Staples are not permitted.
6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions.
6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the
limitations set forth in FBC Section 1510 and CertainTeed published installation instructions.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9
Certificate of Authorization #9503 FL5444-RO
Revision 9: 03/06/2015
Page 3 of 9
6.3.1
6.3.1.1
6.3.2
CT20'", XT" 25, XTr" 30, XTr" 30 IR:
LOW AND STANDARD SLOPE
ENGLISH 12" 12" 12•'
N—(305 mm)(305 mm)--H--(3D5 mn)—H
V (25 mm) — Sea, ant
in55/6" (145 mm)
5 112" for ft'-woodPira,
METRIC
131/a'•131/6" f 131/s•'
r1"(25mm) — Sealant 1"(25mm)
61ro..
T
Figure 11-3. Use jour naflsjor awryfull shingla
Hip & Ridge: Cut Shingles
251"_
71 l+ ~1 f 2.. (50 Remove,
I 11
fl — — —
f
12..
Cap Cap Cap 305 mm)
Shingle Shingle Shingle 1
Figure 11-24• tart talo, then trine back to make cap sbrrigles
Enghsb dlmernstons sbourn).
I TRINITY I ERD
STEEP SLOPE
Use four nails mrd sex spots of asphalt roofing cement* for every full
shingle (Flbnure 11-4). Asphalt roollng cement meeting ASTM D4566
Type 11 Is suggested.
I -
Rooting cement
Apply 1"(25 mm) spols o, asphalt rooling cement
uWei each lab corner.
Figure 11.4: Usefour naly andsls spots ofaspbalt o nvent on stomp slopes
CAUTION: Excessive use of roofing cement can cause shingles
to blister.
305
125 mm)%
WS
cs)9 shy q
l\S I cv
Non7OOev
a
Figure 11.15: Installation q%rnps along Me brps and ridges.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant, in accordance with manufacturer's instructions.
Carriaee House Shanele°, Centennial Slate"' and Grand Manor Shantle•:
LOW AND
STANDARD SLOPE
Use flee nails for t. -very full Shangle.
mm) ~I 25mm)
516" 6 SA1"
116 mm) (770 mm)
t i rnr !7-t. 1'cafuns nollsJr m1+1'frill Grnrrrl.UnuurShongle.
Crrrrim a 11owe Urringk or Cnreanhil SInlr.
STEEP SLOPE
Use seven nails and rhnt spots of miphah roofing ccmenl for every
hill Grand Afanur Shany)c, use, me nail+ and Ihrrte spurs of agrhah
soling c n vol for r veru full tannage Ilousc Shank and G:nlcnnial
Slate. Apply mph:dl roofing LLrhenl 1- (25 mm) (rum edge of shingle
1491-1 17.5). Acphall mohng ermein miming S61;N U:i5R6 T)pe II
6 suggeclod.
16
1" TV ---
ignore 17:1: II•ku nmta0ing (har:l slnrror.Shrixglrc on strep sln/im
use sawn nods ant ibn-v r/rh n% ospholt ni fng rrmreal.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9
Certificate Of Authorization #9503 FLS444-R8
Revision 9: 03/06/2015
Page 4 of 9
6.3.2.1 Hip & Ridge: Shangle® Ridge
Figure 17-18: Sbangle" Ridge.
QOTRINITYIERD
Exposure Remove tape
I
from the right side
and fastenr
r'
a• '
j SECOND
Fasten the I .
I side 85/8.
RIGHT
FIRST /
LEFT
Fignre 17- 19.' Installation of Sbanglev Ridge sbingles
on bips and ridges.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
6.3.3 Landmark". Landmark'" IR. Landmark'" Pro (formerly Landmark" Plus), Landmark" Premium, Landmark— TL.
Landmark" Solaris. Landmark"' Solaris IR:
LOW AND STANDARD SLOPE LANDMARK TL
METRIC DIMENSIONS
12" 143/4" 12"
x(305 mm) -(375 mm) ----(305 mm) -H
4 iir.i9+!cnv Lsft:-r^r t _L••:I.tll.fsw1+...rn
I--1" (25 mm) ReMasc tape i" (25 mm) --I
Nailable }
Algia
STEEP SLOPE
Use six nails and fuer spots of asphalt roofing ccneeni for every full
laminaed shingle. See below Asphall roofing cemem should meet
AJTM U45861\ype IL Apply 1' spots of asphalt roofing cement unde
each corner and ai about 12" to 13- in from each Mlge.
METRIC DIMENSIONS
12" X 14314" 1 17'—
305 nm) 1 (375 inn)) 1 (305 mnl)
1"f25a1m)
Rd0 rape
Nail Neu -.
For Sit q —
25 mm) r----
i Roolin0 Cement
25 mm.
13'1f' 13. 13'P!'
1--(343 mm)-- --(330 mm)—I--(343 mm)—I
1"(75 mm) 1"(25mm)--I
ngnrr IJ.4- G4rTurn rmif. for e i rn fill sbi gle
LANDMARK TL
I 1343 mm) (330, ni) ( (343 mnl)
13112" Lr I
1(25 mm) 1715 mm)+I
I _ 1
25mm) Ii— --
Cement
rigurr /jI.- its" srs nadr m+lfirm sp is u/
ruphdi rmplini revrnnr me srecp sbilrs
V5 rim)
Exterior Research and Design, LLC, Evaluation Report 3532.09.05-R9
Certircate olAuthorrtatlan #9503 FL5444-RB
Revision 9:03/06/2015
Page 5 of 9
QOTRINITYIERD
6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge'"
6.3.3.2
305mm)
Laying Notch
I I
Figure 13-20.• Use laying nokbcs to center shingles on bips and
ridges, and to locate the Correct exposure
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
Hip & Ridge, Option 2: Cedar Crest", Cedar Crest'" IR
Use two fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch
up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up
from its exposed butt edge and 1 -inch from each side edge.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9
Certificate of Authortrotion 09503 FL5444-R8
Revision 9: 03/06/2015
Page 6 of 9
Figure 13.16.• Sbadour Ridge accessory shingles delacb msdy from
duee-piecr units to make 72 individual cap pieces.
12' 9716
305mm)
I
250mm)
415!16—— 415116
8'
150mm) I (150mm)
125mm) I (125mm)
Notch tot Notch for
Centering Centering
1T 131/4' i
305rnm) oAlgnrrcm
2
337mm)
otch"forAli,run, to 5TB' LTopof the Previous
nm)Exposure (180mm)
the Top Edge 01 the Previous
Caplor55/8•(141mm)Fxposute 1 m)
1.
English Dimension Metric Dimension
6.3.3.2
305mm)
Laying Notch
I I
Figure 13-20.• Use laying nokbcs to center shingles on bips and
ridges, and to locate the Correct exposure
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
Hip & Ridge, Option 2: Cedar Crest", Cedar Crest'" IR
Use two fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch
up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up
from its exposed butt edge and 1 -inch from each side edge.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9
Certificate of Authortrotion 09503 FL5444-R8
Revision 9: 03/06/2015
Page 6 of 9
QO
TRINITY I ERD
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay
on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % to 1 -inch from
each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into
the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive
between the shingle layers.
Nen6wafrq enrosi.o
IBrren) +--- 11102MM)
3i'
1-- p9mm)
f
1•
25 mm)
Dob of esphaa
gere,4 bet ten 1.
srvap:e reefs (25 mm)
6.3.4 Presidential Shake". Presidential ShakeTM IR. Presidential Shake TL"':
EOW AND STANDARD SLOPE: STEEP SLOPE:
For low and standard slopes, use Dee nails for each hall Presidential For steep slopes, use Pine nails for each full Presidential shingle and
shingle as shown below. apply I • diameter spots of asphalt rooting cement under each shingle tab.
After applying 5 nails In between the nalling guide Unes, apply 4 nulls I'
Nauattp ;. 40' —moi above tab cutouts malting certain tabs of overl)ing shingle co%er nadsGuadDaaees (1016 mm)
5 VP — 131 "n
e • 141/4•
I art' se rrma) (362 mm)
NOTE Apply nails on painted guideline.
Figure 16.6• Farming Pmsrdentlaiand Prmkk7Pgal T6 Shako
shingles on low mad standard sbpem
6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory
PRESIDENTIAL ACCESSORY
1
T
V diamelua asphalt Fooling ceanignl
Figuni,16.7: Farrmi g Prefdmiiol mut PWidentiat T/! Shalee
abiA& on 51-P sropm.
Presidential accessory shingles can be used for covering hips and
ridges. Apply shingles up to die ridge (expose no more than 7' from
the bottom edge of the "tooth." Fasten each accessory with two fas-
teners. The fasteners must be 13/4' long or longer, so they penetrate
either 3/4• Into the deck or completely through the deck. Presidential
accessory comes In two different sizes: Accessory produced In
Birmingham, AL is 12' x 12% Portland, OR produces 97/5' x 131/4'
accessory.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9
Certificate of Authorisation #9S03 FL5444-RB
Revision 9: 03/06/2015
Page 7 of 9
6.3.5
6.3.5.1
Hatteras'":
LOW, STANDARD AND STEEP SLOPE:
r/A"nr U-3 rm/rnmg Ilnllrms Moin.0rr, on
Last, and aidard.Vopm
For Ilnr and mandinl Jopm, use Grc naih for earh hill
Ihalems shingle a; damn alnne.
Hip & Ridge, Option 1: Accessory for Hatteras
VTRINITYIERD
r'ltrw 13. 1. l:r M"'N MuMsAiNo" mi slrrp.Vupv
Fm +vrcp dol•;. nsc me nails and riglo Arab of asphalt nxdhig
crmivi fin rm•h hill Ilmrias JonJr ns slwxn alnnc. Apply I.
itimm) dinnvi r spas of looxng rnienl UMM 0 4586 Ape 11
supwspn nnllrl';4ch mb CnrnCr. 14os ah6lgle Imo pLicc. do nW
IN purr mm+n
GUMON: Ton ma h mof ng cenitnt r.m cao,c shinglrs 10 bbarr
Figure 15-14: 18 tbree piece twits separate to make
54 Hatteras A ccessory sbinglec
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles
r91,
230 MMI)
I I
I I
I I
y
460 mm)
Cap Cap Cap Cap
ShingleShingle Shingle Shingle
Figure 15-20- Cut Hatteras sbing4n to nutke tour cap.
Fas\ems
8.
1-
18' (460
203 rnr I0 - _ - -%,r6 `{sd `25mm1
M R
g91B
Figure 15-21: lnsla!lalion of caps along bips and ridges.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
Exterior Research and Design, L.L.C.
Certificate clAuthoriratlon #9503
Evaluation Report 3532.09.05-R9
FL5444-RS
Revision 9: 03/06/2015
Page 8 of 9
6.3.6 Highland Slate"', Highland Slate' IR:
LOW AND STANDARD SLOPE:
r r r r
77e 1 I fae.ml Imp InO.nd
a5'mml I RS mn)-al -
i
GYrIt,oenl
Mi Deas+
4x neia(w rob ,•(25 mm)
nWeled ow cvdw
CAW u NwN.
Figure 11.3: Use RYE nallrforemy IligUanASlate sbhlgrc.
6.3.6.1
6.3.7
7. LABELING:
VTRINITYIERD
STEEP SLOPE:
Use FH•E palls and EIGHT spot% or asphalt roofing cement* for each
full Highland Slab shhgrk For btiaml-Dade, SLC nails are required.
Apply I - diameter spot% of asphalt roofing cement under earb tab
comer. A%phalt roofing cement meeting ASDL D•1586 t}pe 0 is suggested.
llnu.Dbergwu
SU(neletx mu
insulee per Mier
OAOA ee aw-)
Figure 11-M- Use FAA nails and rigbl spots of asplair
roofing rearm I «rube mxb tab corrin
CAUTION: Excessive use of roofing cement can cause shingles
to blister.
Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR or Shangle Ridge'" hip and
ridge shingles.
Patriot'":
LOW AND STANDARD SLOPE
1'se FOUR nails for evm full %him lc Itxilvtl as shown below.
5^.AIAnI
r-
blit•
1155 mr)
rm-eel !3'Jml!
STEEP SLOPE
1'st: FOI It nails and four spi4s of a%phall nto6q,; cement for acn• full
shingle as :h,ncn hdoa::byh:dt n,t/fing conn lu nu ttinl :t Tdl D$>ti(,
1 jw II is su4.•tsted. ,1pph• 1'(1i nim) spots of :t%phah roofing
umcnl ;Lsshown.
I;ALrfIU\: Ixeesuve use of r,,,ofmg cement can cause shrngh w Mister.
ns i ------ —.--
I'i. gnu 1 • o r
T `
R/alley Cement
I` D.x, + 17.677 --t— '?-kr +-I
M." IID-! 17t"
Hip & Ridge: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'" or Shangle Ridge'" hip
and ridge shingles.
7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited
Quality Assurance Agency noted herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table
1507.2.7.1 / R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC —QUA9625; (414) 248-6409; karen.buchmann@us.ul.com
END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9
Certificate of Authorization #9503 FL5444-RB
Revision 9: 03/06/2015
Page 9 of 9
8 ness & Professional Regulation 01
ra
clolidaDeparimentd SCIS Mome I Log In I User Registration I Not Topics I Submit Surcharge I Stats a Facts I Publications I FBC Starr I BCIs site Map I Links I Search I
dusines ;
n alOUSER:
product ApprovalProfessiPublicUser
Regulation
Product Approval Menu a Produtt or Appliotlpn Search a Application List a Application Detail
FL # FL12194-R2
Application Type Revision
Code Version 2014
Application Status Pending FBC Approval
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the
POC and/or the Commission if necessary.
Comments
Archived 1
Product Manufacturer Alurninum Coils, Inc.
Address/Phone/Email 5001 West Knox Street
Tampa, FL 33634
813) 249-9743
grahman@alurtinuncoilsinc.com
Authorized Signature Gareth Rahman
grahman@alurrinurrcoilsinc.com
Technical Representative Paul Frost
Address/Phone/Email 5001 West Knox Street
Tampa, FL 33634
813) 249-9742
PFrost @a lurrinunx oilsinc . C Ont
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Soffits
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert J. Nieminen
Evaluation Report
Flonda License PE -59166
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 06/19/2020
Validated By john W. Knezevich, PE
1 1 Validation Checklist - Hardcopy Received
Certificate of Independence FL12194 R2 COI 2015 01 COI Nierrinen.Ddf
Referenced Standard and Year (of Standard) Standard
AAMA 1402
ASCE 7
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2009
2010
Product Approval Method Method 1 Option D
Date Submitted 06/26/2015
Date Validated 07/01/2015
Date Pending FBC Approval 07/08/2015
FL # Model, Number or Name Description
12194.1 Alumunum Coils Alumnum Soffit Aluminum soffit panels
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +48/-64.2
Other: 1.) The design pressure noted herein relates to a specific
installation. Refer to the ER Appendix for design pressures of other
panels / attachments. 2.) Refer to ER Section 5 for Limits of Use.
Installation Instructions
FL12194 R2 11 2015 06 FINAL ER ALUMINUM COILS FL12194-
R2.odf
Verified By: Robert Nierninen PE -59166
Created by Independent Third Party: Yes
Evaluation Reports
FL12194 R2 AE 2015 06 FINAL ER ALUMINUM COILS FL12194-
R2.odf
Created by Independent Third Party: Yes
ao[N Nl'Xt
Contact Us :: 1940 North Monroe Street, Tallahassee Fl. 32399 Phone: 850.487-1824
The State of Flonda Is an AA/EEO employer. Cooynoht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Flo rids law, email addresses are public records. If you do not vent your e-mail address released In response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address If
they have one. The emalls provided may be used for official communication oath the licensee. However email addresses are public record. If you do not cosh to
supply a personal address, please provide the Department vath an email address which can be made available to the public. To determine If you are a licensee
under Chapter 455, F.S., please dock here .
Product Approval Accepts:
Mr -00 tchxl M
NYuritv%ivr%rt :C
I
rTRINITY I ERD
APPENDIX 1: ATTACMMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: 71
Max. Span
Table System No. (inch) Wall Side Eave Side MDP (Psf) Page
A-1 1 & 2 12 F -Channel (nailed to wood or block) Fascia Cap +40.0/ -40.0 2-3
A-2 3 12 F-Channel(stapled to wood) Fascia Cap +48.0/ -64.2 4-5
A-3 4 12 1 -Channel (stapled to wood and screwed to soffit) Fasica Cap +48.0 / -64.2 6.7
B-1 5 16 F -Channel (nailed to wood) Fascia Cap +25.6 / -25.6 8
B-2 6 16 F -Channel (nailed to concrete or block) Fascia Cap +33.3 / -33.3 9-30
B-3 7 16 F -Channel (stapled to wood) Fascia Cap +27.0/ -36.1 11-12
B-4 8 16 1 -Channel (stapled to wood) Fascia Cap +23.5 / -31.4 13-14
1. The tables herein pertain to the soffit materials and their attachment to the substrates. Substrates shall be in accordance with FBC requirements to the
satisfaction of the AHI.
2. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for
determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure
requirement for the project for each pressure zone.
3. Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7.10, multiplied by 0.6 in accordance with FBC 1710.9.4.
4. Tables are limited to enclosed buildings (GC., = ± 0.18), no load combinations (Kd = 1) and site conditions and location of the structure that do not meet all
conditions specified in Section 26.8.1 of ASCE 7-30 (K„ = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints
shall be on a project -by -project basis by a Florida Registered P.E.
S. Reference to "OK" indicates the system performance exceeds project requirements for that pressure zone. Reference to "NO" indicates additional
testing is required.
6. The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 30% of the least horizontal plan -view dimension or 40% of the mean roof
height, whichever is smaller, but not less than either 4% of the least horizontal plan -view dimension or 3 feet, as outlined in Figure 30.4-1 of ASCE 7.10.
e
7. For existing substrates, the AH) may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall
review the data for comparison to the minimum requirements for the system.
B. Panel fasteners shall be corrosion resistant.
Exterior Research and Design, LLC. d/b/a Trinity ) ERD Evaluation Report A13360.02.09 -R2 for FL12194-R2
Certificate of Authorization #9503 Revision 2:06/23/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 1 of 14
TTRINITYIERD
TABLE A-1: 12 -inch Span, F -Channel (to nailed wood or block) & Fascia Cap
Wall Side Eave Side
Max. F -Channel Soffit Fascia Cap
Max. Max. Max. System Span MDP
No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf)
One (1) min. One (1) min. 1% -inch
3/8 -inch head One (1) min. long x 0.072 -inch
1. 12 Wood diameter nail, 24" o.c. Wood 3/8 x 3/8 -inch 16" o.c. diameter x min. 36" o.c. 40.0
min. 1.25 -inch crown staple 3/16 -inch head
embedment diameter trim nail
One (1) Min.
0.097 -inch One (1) min. 1% -inch
Concrete
diameter T -nail One (1) min. long x 0.072 -inch
2. 12 or CMU
or stub -nail,
24" o.c. Wood 3/8 x 3/8 -inch 16" o.c. diameter x min. 36" o.c. 40.0
block
min. 5/8 -inch crown staple 3/16 -inch head
embedment
diameter trim nail
Min. 3/8" head dia. nail with min. 1114"
engagsment(for wood substrate) or
min. 0.097" dia. T -nail or stub nail
with min. 5/8" engagament(for concrete
or block substrate), spaced as noted
above.
ASCIA SLIP BOARD
FASCIA TRIM
SOFFIT (OVERHANG WIDTH VARIES)
F" CHANNEL
FASCIA LIP 1/4"
STAPLE SOFFIT TO
FASCIA BOARD #T50
3/8" X 3/8" STAPLE
16" O.C.
L -PAINTED S.S.
1 3/4" TRIM NAIL
MIN. 5 NAILS PER 12' PIECE
SOFFIT & FASCIA DETAIL
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A33360.02.09 -R2 for FL32194-112
Certificate of Authorization #9503 Revision 2: 06/23/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 2 of 14
QOTRINITYIERD
Table A -1a: System No. 1 & 2 - Exposure B
Eave Height (ft) Pressure Zone
Eave Height (ft) Pressure Zone
Eave Height (ft) Pressure Zone
110 120 130
Basic Wind Speed (mph)
140 150 160 170
0<h<30
4 OK OK OK OK OK OK OK
5 OK OK OK OK OK NO NO
30<h<40
4 OK OK OK OK OK OK NO
5 OK OK OK OK NO -NO NO
40 < h < 50
4 OK OK OK OK OK NO NO
5 OK OK OK OK NO NO NO
50<h<60
4 OK OK OK OK OK NO NO
5 OK OK OK NO NO NO NO
Table A -1b: System No. 1 & 2 - Exposure C
Eave Height (ft) Pressure Zone
Eave Height (ft) Pressure Zone
110 120
Basic Wind Speed (mph)
130 140 ISO
O<h<15
4 OK OK OK OK OK
5 OK OK OK NO NO
15<h<20
4 OK OK OK OK OK
5 OK OK OK NO NO
20<h<30
4 OK OK OK OK NO
5 OK OK NO NO NO
30<h<40
4 OK OK OK NO NO
5 OK OK NO NO NO
40 < h < 50
4 OK OK OK NO NO
5 OK OK NO NO NO
50<h<60
4 OK OK OK NO NO
5 OK OK NO NO NO
Table A -lc: System No. 1 & 2 - Exposure D
Eave Height (ft) Pressure Zone
110
Basic Wind Speed (mph)
120 130 140
0 15
4 OK OK OK OK
5 OK OK NO NO
15<h<20
4 OK OK OK NO
5 OK OK NO NO
20<h<30
4 OK OK OK NO
5 OK NO NO NO
30<h<40
4 OK OK NO NO
5 OK NO NO NO
40 < h < 50
4 OK OK NO NO
5 OK NO NO NO
50<h<60
4 OK OK NO NO
5 OK NO NO NO
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A13360.02.09 -R2 for FL12194•112
Certificate of Authorization #9503 Revision 2: 06/23/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 3 of 14
VTRINITYIERD
0 740"
238"
F' CHANNEL (3/8')
ALUMINUM
0.0165" nominal thickness
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD
Certificate of Authorization #9503
Robert Nieminen, PE -59166
18' BLANK
3 / 8 PROFILE
25 TYP.
0.125 TYP.
2.625 REF.
50 TYP.
DDDDDD
DDDDD
DDDDDDN
DDDDD
YIC
DDDDD D
DDDDD
WIOr tOLNrR PATTERN (Fill i a FI
LOWERS FORMED IN SWE DIRECTION AS RIBS)
Evaluation Report A13360.02.09 -R2 for FL12194-R2
Aluminum Coils, Inc.
Revision 2: 06/23/2015
Appendix 1, Page 1 of 2
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD
Certificate of Authorization #9S03
Robert Nieminen, PE -59166
TRINITYJERD
Evaluation Report A13360.02.09 -R2 for FL12194-112
Aluminum Coils, Inc.
Revision 2: 06/23/2015
Appendix 1, Page 2 of 2
QOTRINITYIERD
TABLE A-2: 12 -inch Span, F -Channel (stapled to wood) & Fascia Cap
Lj
Wall Side Eave Side
am I1cTK°cs `, SOFFIT STAPLE
3/4' x 1/4'
CROWN STAPLES
Max.
I 1 DIAMOND PATTERN
I
DETAILL.",,orrvEl"I
F -Channel Soffit Fascia Cap
FACIA BOARD
120
Max.
FASCIA CAP
Basic Wind Speed (mph)
ISO 160
Max.
3/4' X 1/4'
CROWNjS.S.
a'
Max. System Span
PPAINTED
MDP
No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf)
30<h<40
SOFFrr-max. 12 -inch span
OK
Three (3) min.
OK
S
SUBSTRATE
OK
One (1) min. I%-
OK OK
DETAIL
5 OK OK OK OK OK OK OK OK NO NO
Y. x X -inch
4 OK
One (1) min. V. x
OK
inch long x 0.072-
OK
48.03. 12 Wood crown staples 24" o.c. Wood Y. -inch crown 8" o.c. inch diameter x 48" o.c.
OK OK OK OK
in a diamond
OK OK
staple
5 OK OK OK OK OK OK OK NO NO
min. %-inch head 64.2
pattern diameter trim nail
Table A -2a: System No. 3 - Exposure B
Lj
am I1cTK°cs `, SOFFIT STAPLE
3/4' x 1/4'
CROWN STAPLES
OPEN RAPIER
I 1 DIAMOND PATTERN
I
DETAILL.",,orrvEl"IUSINGADIAMOND
nvs rPATTERNFACIABOARD
120 130
FASCIA CAP
Basic Wind Speed (mph)
ISO 160
T 3/4' X 1/4'
CROWNjS.S.
a'
CIA BOARD
1
200
STAPLE ON CENTER
1-3/4' TRIM NAIL PPAINTEDF' CHAIJHEL uv4 BE S.S. 4B'
OK
INSTALLED WITH THE 0 C
FASCIA CAP
NAILING FLANGE UP OR
OK
X 1/4'
DOWNWN
OK
5 OK OK OK OK OK OK OK OK OK
STAPLE
30<h<40
SOFFrr-max. 12 -inch span
OK
WOOD
OK
S
SUBSTRATE
OK
SOFFIT & FASCIA
OK OK
DETAIL
Table A -2a: System No. 3 - Exposure B
Eave Height (h) Pressure Zone
110 120 130 140
Basic Wind Speed (mph)
ISO 160 170 180 190 200
0<h<30
4 OK OK OK OK OK OK OK OK OK OK
5 OK OK OK OK OK OK OK OK OK NO
30<h<40
4 OK OK OK OK OK OK OK OK OK OK
5 OK OK OK OK OK OK OK OK NO NO
40<hc50
4 OK OK OK OK OK OK OK OK OK OK
5 OK OK OK OK OK OK OK OK NO NO
50<h<60
4 OK OK OK OK OK OK OK OK OK NO
5 OK OK OK OK OK OK OK NO NO NO
Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A13360.02.09 -R2 for FL12194-R2
Certificate of Authorization #9503 Revision 2: 06/23/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 4 of 24
QOTRINITYIERD
Table A=2b: System No. 3 - Exposure C
Eave Height (h) Pressure Zone
Eave Height (k) Pressure Zone
110 120 130
Basic Wind Speed (mph)
140 SSO 160 170 180 190
O<h<15
4 OK OK OK OK OK OK OK OK OK
5 OK OK OK OK OK OK OK NO NO
15<h<20
4 OK OK OK OK OK OK OK OK OK
5 OK OK OK OK OK OK OK NO NO
20<h<30
4 OK OK OK OK OK OK OK OK NO
5 OK OK OK OK OK OK NO NO NO
30<11<40
4 OK OK OK OK OK OK OK NO NO•
5 OK OK OK OK OK NO 'NO NO NO
40<h<50
4 OK OK OK OK OK OK OK NO NO,
5 OK OK OK OK OK NO NO NO NO
50< h<60
4 OK OK OK OK OK OK NO NO NO'
5 OK OK OK OK OK NO NO NO NO
Table A -2c: System No. 3 - Exposure D
Eave Height (h) Pressure Zone
110 120 130
Basic Wind Speed (mph)
140 ISO 160 170
0ch<15
4 OK OK OK OK OK OK OK
5 OK OK OK OK OK OK NO
15<h<20
4 OK OK OK OK OK OK OK
5 OK OK OK OK OK NO NO
20<h<30
4 OK OK OK OK OK OK NO
5 OK OK OK OK OK NO NO
30<h<40
4 OK OK OK OK OK OK NO
5 OK OK OK OK NO NO NO
40<h<50
4 OK OK OK OK OK OK NO
5 OK OK OK OK NO NO NO
50<h<60
4 OK OK OK OK OK NO NO
5 OK OK OK OK -NO NO NO
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A13360.02.09 -R2 for FL12194-112
Certificate of Authorization 09503 Revision 2: 06/23/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 5 of 14
QOTRINITYIERD
TABLE A-3: 12 -inch Span, J -Channel (stapled to wood and screwed to soffit) Fascia Cap
Wall Side Eave Side
JI -Channel to
Eave Height (R) Pressure Zone
110 120 130 140
Max.
170
Substrate Soffit to J -Channel
200
Soffit Fascia Cap
OK OK
Max.
OK
Max.
OK
Max.
OK
Max. System Span Sub- Sub- MDP
No. in.) strate Fasten Space Fasten Space strate Fastener Space Fastener Space psi)
4 OK OK OK OK
One (1)
OK OK OK OK OK
5 OK OK OK OK OK OK OK OK NO NO
50<h< 60
4 OK
Three (3)
OK
min. 98 x
OK OK OK OK
One (1) min. I% -
NO
5 OK OK OK OK OK OK OK NO NO I NO
min. Y. x Y.- X -inch One (1) inch long x
inch crown long x
min. 1: x 0.072 -inch 48.0
4. 12 Wood
staples in a
24" o.c.
3/8 -inch
16" o.c. Wood X -inch 8" o.c. diameter x min. 48" o.c.
diamond head
crown 9 -inch head 64,2
pattern diameter
staple diameter trim
nail
screw
3/4' X 1/4' CROWN STAPLE '24'
ON CENTER USING A DIAMOND PATTERN
screwed Lo sorr3t
with one 411 x
1/2" x 3/9• head
diameter screw,
16- o.c.
WOOD OR BLOCK
SUBSTRATE
OPEN RAFTER
1-3/4' TRIM NAIL]
PAINTED S.S. 48'
O.C.
SOFFIT—max. 12 -inch span
KTVUN SOFFIT STAPLE
DIAMOND PATTERN
DETAIL
I
I
FACIA BOARD L-M'WTVCDI/
JS.S.
FASCIA
CAP3/4' X 1/4' CROWNCIA BOARD
STAPLE 'a' ON CENTER
1PFASCIA CAP
X 1/4'
WN STAPLE
SOFFIT
SOFFIT & FASCIA
DETAIL
Table A -3a: System No. 4 - Exposure B
Eave Height (R) Pressure Zone
110 120 130 140
Basic Wind Speed (mph)
150 160 170 180 190 200
0 < h < 30
4 OK OK OK OK OK OK OK OK OK OK
5 OK OK OK OK OK OK OK OK OK NO
30 < h < 40
4 OK OK OK OK OK OK OK OK OK OK
5 OK OK OK OK OK OK OK OK NO NO
40 < h < 50
4 OK OK OK OK OK OK OK OK OK OK
5 OK OK OK OK OK OK OK OK NO NO
50<h< 60
4 OK OK OK OK OK OK OK OK OK NO
5 OK OK OK OK OK OK OK NO NO I NO
Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A13360.02.09 -R2 for FL12194•R2
Certificate of Authorization 99503 Revision 2:06/23/2015
Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 6 of 24
k. 9,01
a 1 1 • t /
eIofidaD"e amentof SCIS Home I Log In I User Registration Hot Topic Submit Surcharge Stats a Facts Publications FOC Staff SCIS Site Map Links ( Search
jusines,) OUSER:rodProfessinal Publiic User
Regulation
Product Aonmval Menu > Product or App Na non Search > Application List > Application Detail
FL # FL15279-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 i
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason, OH 45040
513) 770-6062
rrwesterfield@clopay.com
Authorized Signature Scott Hamilton
shamlton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors G yr
Subcategory Sectional Exterior Door Assemblies
Compliance Method Certification Mark or Usting
Certification Agency Intertek Testing Services NA Inc. - EfUWamock Hersey
Validated By Gary Pfuehler
o+ Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard
ANSI/DASMA 108
ANSI/DASMA 115
ASTM E1886
ASTM E1996
ASTM E330
Equivalence of Product Standards
Certified By Florida Ucensed Professional Engineer or Architect
FL15279 R4 Eauiv 20150319 - FBC - DASMA 108 enuiv.Ddf
FL15279 R4 Eouiv 20150319 - FBC - DASMA 115 eauiv.Ddf
Product Approval Method Method 1 Option A
Date Subnitted 03/19/2015
Date Validated 06/12/2015
Date Pending FBC Approval
Year
2005
2005
2002
2002
2002
to
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +25.5 PSF/-25.5 PSF
Other: The OPTIONAL glazing available for this product meets the
wind load requirements of the building code but DOES NOT meet
the impact resistant requirement for windbome debris regions. The
product without glazing DOES comply with the Impact resistant
requirement for windbome debris regions (ref 1609.1.4 FBC).
Certification Agency Certificate
FLIS279 R4 C CAC Letter with proof of contract and proof of
Inspection.odf
FL15279 R4 C CAC W4 Listina Intertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 R4 lI 104457-Rev02.Ddf
Verified By: Intertek Testing Services NA Inc. - ETL/Wamock
Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.20 020 W4-'16 PAN -21`153: 73, 1500, 75, Steel Pan (min. 25 ga.) Double -Car (97' to 16'0" wide)
190, 84A, 94, 42, 48, 55, 4RST, 6RST, WINDCODE® W4 Garage Door
4RSF, 6RSF, GDSS, GD5SV, GR5S,
GR5SV, AR5S, AR5SV, ED5S, ED5SV
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +24 PSF/-24.5 PSF
Other: The standard glazing available for this product meets the
wind load requirements of the building code but DOES NOT meet
the Impact resistant requirement for windbome debris regions.
Go to Page
Certification Agency Certificate
FL15279 R4 C CAC Letter with proof of contract and proof of
inspection.odf
FLIS279 R4 C CAC W4 Listing Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 R4 I1 101711-B-Rev15.Ddf
Verified By: Intertek Testing Services NA Inc. - ETL/Wamock
Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
0 0 Page 1/80 0
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850.487-1824
The State of Florida is an AA/EEO employer. Copvriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Floridalaw, 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 emarls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wsh to
supply a personal address, please provide the Department vAth an email address which can be made available to the public To determine If you are a licensee
under Chapter 455, F.S., please dick (leR .
Product Approval Accepts:
ichci
CrediY7 ri
t 5A
e
I
o IEsn4r I sEti a I I SHEET 1 OF 2 I e oD as/aa moE
SIERT PNCL
mom 4F a FLIAN
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ONE IW RMEDIA7E STILE BETWEEN EACH EMBOSS
Em Effi.v
IOWN.
ATTACHED W/ TOG -L -LOC k URETHANE
Smm M
OPTIONAL GLAZING MAY BE STANDARD OR IMPACT
RESISTANT GLAZING. SEE SECTION B -B FOR DETAILS
MAX. STANDARD SIZE 6 42-1/2.16'. IMPACT
RES15TAWT GLAZING IS 21-5/8%14-1/8'.
2
A
MAX. WNM: 170'
sma
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TRACK AND JAMB DETAILS.
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12 OA GAM. SIM TOP
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SECTION. ORE T/4'O/4' SF1F TAPPNO
SCIE1t PPA SiBE ipK
SI! IAP JONIS
14 CA OALV. ROLLER MOM EACH
NOei FASID® m DID WILES
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TAPPOIO SCREWS SEE MEW ti'.
1-1/4• WW MNL . 10 CA OALV.
STRAP. (s) PEA DOCK SEC1101L
OPIm,MI (0) STRIP oONFlNIRIM1fOM
ON LOCK SEORNI (SEE WSWE
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DF ME avIIDIL FACN STRAP
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TAMM SKEWS (TWO, SCREWS TO
0008 ONE SCREW m 0-04AM01).
25 G NN. EXTERIOR SINI MITI D-40
GALVAI®IMI, BAIED-C11 PpDIER AND A
BNtED-NI F&HE m PNNIED 10P C 9
APPEED 70 BOM SICU OF SI SRNL
13 G& MV. S110ELM
ATTAARm WM# (2) 144/0' S,OET METAL SCREIM
ALLONAIM D IRLISM At MNK. WFAMEINW.
OMM LOWS +20A -25A PSF
IM LAW& +378. -373 PSF
mm 110"01. MISS 111[ ®E IN
13 w 4 1 16'O- W 7 16'O'H
gym' CLASSIC AND CH RP SIE 3. PAN
18'W +25/-25 PSF
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101312 I
PANEL
SHORT PANEL
IIML 4F IS I
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IMPACT RESISTANT ASSEMBLY DETAILS(
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SHREWS WY E OOIAIIDlSIAOI (BUT MOT IEOm1ED) TO PONOERA )LJSH
SIA6ACE NOIROMTK JAIBS OD 1qT 1RAISTED IA1D.
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OR
1/4•.7• TAPOOM SCREWS ON U' CENTERS (X=PSI M. CONCRETE) OR r
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ANCHORS WY E COLIVI RUM (BUE HOE REDIIDBD) TO PRWCE A FLUSH
LVtNIM SIRRFATt HORIZONTALJMOS DD MR IRAN90 IDID.
REFER 10 MSMA TDS-1111. A LICENSED DESIGN
NAW MATS E E11P1OM TO APAIOVE ACWA ATE FASIDIEW AID/O
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11/30/94
MOLLER WITH STEEL On NYLON
JUIA1111 Comm
I
WX THE DEMON OF TWE SUPPORTED SMXWVL ELEmRS SWILL E TE
RESPONSIBILITY K THE POINISS101NL Or RECORD TDR THE MAUD" NRA 411R1CIWE
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IN ACCOADVICE
RUM
WITH CLMW BLOMI NC RAGES FDR YK UNIN LASED DN HIE
Clapay
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O115
N 45M
Cmmnnnv (513) 770-41100
QPPROW,
F. 4E
7RMX Omom A mm
ABOVE THE DOOR OPEOMC
DOES HOT AFFECT TIE MND
L04D R41M OF THIS DOOR.
laoe 1
r tAu NROO AlO IAm
LION TOP T
1p]
oG
r". 911mm MC stow.
0 rbWr
eWm
Afte WINR T
IOIQORK
MEMOAMMULMICK
N 01.1 Nr
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TEST LAWS +37.1 -37-S PSF
PAN -2F153
WOOL" MEAS
W4
IML = Sari
1 B'O'W M 16'0'H
11/30/94
CLASSIC AND CH RP STEEL PAN
Ae mww 113V +25/-25 KF
111
omwm NNS
B 101312 IVOIbBc
8/9/2016 Florida Building Code Online
ftmoA irrmsm ME . 1
Business & Professional Regulation
bridaCeparmenta SCIS Mome 1 Login User Registration I Hot Topic Submit Surcharge Stats & Pacts ; Publications FBC Staff SCIS Site Map Llnks Search j
Busines. n
Professional t ' UroR duct
PublicApproval
Regulation
Product ADDroVal Menu > Product or Application Search > Application 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
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL16103-117
Affirmation
2014
Approved
Ply Gem Windows
433 N. Main St.
Rocky Mount, VA 24151
540) 484-6271
ablomberg@plygemwindows.com
Adam Blomberg
ablomberg@plygemwindows.com
Windows
Single Hung
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
AAMA 506
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
Year
2006
2008
2005
2008
I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
FL16103 R7 COC SA16103 SS 2015-05-05.0df
https:/ANww.floridabuilding.org(pr/pr app dtl.aspx?param=wGEVXowtDgvyf4ngAXh1000gbVYRGITqkQjiSqWzp/o2fRk6s6jwhCt5Zwp/o3d%pad 1/3
8/9/2016 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 05/06/2015
Date Validated 05/06/2015
Date Pending FBC Approval
Date Approved 05/17/2015
Summary of Products
Model, Number or Name Description
16103.1 Ply Gem 1500 Single Hung, Non -Impact (Alt. Substrates)
Limits Use Certification Agency Certificate
App ved for use in HVHZ: No FL16103 R7 C CAC NI011350.01.odf
approved for use outside HVHZ: Yes FL16103 R7 C CAC N1011350.02.Ddf
Impact Resistant: No FL16103 R7 C CAC NI011350.04.Ddf
Design Pressure: N/A FL16103 R7 C CAC N1011350,05-R1.DdF
Other: Refer to installation detail for sizes, configurations FL16103 R7 C CAC N1011350.06.Ddf
and ratings. FL16103 R7 C CAC NI011350.07.odf
FL16103 R7 C CAC N1011350.08-Rl.odf
FL16103 R7 C CAC N1011350.10.odf
FL16103 R7 C CAC N[011350.11-Rl.odf
FL16103 R7 C CAC NI011350.16.odf
FL16103 R7 C CAC NI011350.17.odf
FL16103 R7 C CAC NI011350.18.odf
FL16103 R7 C CAC NI011350.19.odf
FL16103 R7 C CAC NI011350.20.Ddf
FL16103 R7 C CAC NI011350.21.Ddf
FL16103 R7 C CAC NI011350.22.Ddf
FL16103 R7 C CAC NI011350.25.odf
Quality Assurance Contract Expiration Date
09/30/2016
Installation Instructions
FL16103 R7 [I PGW181 SS.odf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16103 R7 AE PER3237 SS.Ddf
Created by Independent Third Party: Yes
16103.2 Ply Gem 1500 Single Hung, Non -Impact (As Tested)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16109 R7 C CAC NI011350,01.odf
Approved for use outside HVHZ: Yes FL16103 R7 C CAC NI011350.02.Ddf
Impact Resistant: No FL16103 R7 C CAC N[011350.04.odf
Design Pressure: N/A FL16103 R7 C CAC NI011350.05-R1.Ddf
Other: Refer to installation detail for sizes, configurations FL16103 R7 C CAC N[011350.06.odf
and ratings. FL16103 R7 C CAC NI011350.07.Ddf
FL16103 R7 C CAC N1011350,08-R1.Ddf
FL16103 R7 C CAC NI011350.10.odf
FL16103 R7 C CAC N1011350.11-R1.Ddf
FL16103 R7 C CAC N[011350.16.Ddf
FL16103 R7 C CAC NI011350.17.Ddf
FL16103 R7 C CAC N1011350.18.odf
FL16103 R7 C CAC N1011350.19.Ddf
FL16103 R7 C CAC NI011350.20.Ddf
FL16103 R7 C CAC NI011350.21.odf
FL16103 R7 C CAC NI011350.22.Ddf
FL16103 R7 C CAC NI011350.25.odf
Quality Assurance Contract Expiration Date
09/30/2016
Installation Instructions
FL16103 R7 II PGW182 AT.Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
16103.3 Ply Gem 1500 Single Hung, Impact (Alt. Substrates)
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL16103 R7 C CAC N1011350 14-sianed.Ddf
Approved for use outside HVHZ: Yes FL16103 R7 C CAC NI011350.12.odf
Impact Resistant: Yes FL16103 R7 C CAC NI011350.24,odf
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other: Refer to installation detail for sizes, configurations 11/30/2016
and ratings. Installation Instructions
FL16103 R7 11 PGW183 SS 2014-01-31.odf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
httpsJ/www.flondabuilding.orglpr/pr app d[I.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITgkQiiSqWz%21Rk6s6jwhCt5Zw%3d%3d 213
8/9/2016 Florida Building Code Online
Evaluation Reports
FL16103 R7 AE PER2606 SS.Ddf
Created by Independent Third Party: Yes
16103.4 1 Ply Gem 1500 1 Single Hung, Impact (As Tested)
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Refer to installation detail for sizes, configurations
and ratings.
Certification Agency Certificate
FL16103 R7 C CAC N1011350 14-sianed.odf
FL16103 R7 C CAC N1011350.12.odf
FL16103 R7 C CAC NI011350.24.odf
Quality Assurance Contract Expiration Date
11/30/2016
Installation Instructions
FL16103 R7 Il PGWI84 AT 2014-01-31.0f
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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
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 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:
M— CMcI
Credit Card
Safe
https://www.11oridabuilding.orglpr/pr_app 00.aspx?param=wGEVXOwtDgvyf4ngAXh1000gbVYRGITgkQjiSqWz%p2fRk6s61whCl5Zw%3d%3d 3/3
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED
3 INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2
INCH (I.E.. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT
6. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE
SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(SI SMALL BE CONSTRUCTED
OF HIGH OENSITY PLASTIC OR BETTER
5. FOR INSTALLATION INTO W00D FRAMING USE KB WO00 SCREWS OF
SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO
WO00 SUBSTRATE.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEER, AND SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT
BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES
A WOOD. MINIMUM SPECIFIC GRAVITY OF055
PLY GEM WINDOWS
SERIES 1500 SINGLE HUNG WINDOW
NON -IMPACT)
AS TESTED
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE 2009 IRC/IBC AND 3010 FLORIDA BUILDING
COOE (FOC), EXCLUDING HVHZ AND HAS BEEN EVALUATED
ACCOROING TO THE FOLLOWING.
AAMA/WOMA/CSA 101/I.S.Z/A06045/O3
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY
ANO ZX FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION
3 1X AND 2X BUCKS (WHEN USED) SMALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR
THE PROJECT OF INSTALLATION
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF
SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE
REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT IN NON-HVMZ AREAS
S. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON THIS
PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE
6. WINDOW FRAME MATERIAL: PVC
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 130061 GLASS
CHARTS. SEE SHEET 6 FOR GLAZING DETAILS.
OVERALL SEZE
WIDTH HEIGHT
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
1 A INSTALLATION 6 GENERAL NOTES
2 ELEVATIONS 6 ANCHOR LAYOUTS
3 - ANCHOR SCHEDULE
1 - VERTICAL SECTIONS
5 HORIZONTAL SECTIONS
6 GLAZING DETAILS
7 - COMPONENTS. BILL OF MATERIALS
OVERALL SEZE
WIDTH HEIGHT
MAX, DESIGN
PRESSURE
GLAZING
TYPE
MISSILE
IMPACTRATING
35.15/16' 66' 50/-50 P5F
TYPE 61
NON -IMPACT
40-1/16' 72' •50/- 50 P5F
68' 72' •50/- 50 P5F
52' 62' •50/- 50 P5F
53' 77.1/B' •50/-50 PSF
M' 77.1/8' •40/- 60 PSF
53' 77.1/6' •60/-60 PSF
18.1/16' 95.15/16' •70/- 35 PSF
184/16' 95.15/16' •25/-30PSF
36.1/16' 60' •50/- 55 P5F
TYPE 6236.1/16' 74.1/16' •50/- 50 PSF
41' 77.1/8' •35/- 60 PSF
35.1/2' 59.1/2' •50/- 55 PSF TYPE 63
36' 73.15/16' •50/- 50 PSF TYPE 66
35.t/2' 59.1/2' •35/-60 PSF
TYPE 6510.1/16' 72' •25/- 35 PSF
13-15/16' 774/8' '25/- 25 PSF
0 PLyGEM
w. 11 M .
611 N MAIN ST., q BOX rig.
QM" MOUNT, VA 24151
M 540-464.634E FA 540.444.6661
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SHEET: 1 OF 7
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UNIT MAX.
WIDTH 4816'
0.1.0 MAX.
UNIT MAX
WIDTH 53'
WIDTH 43
B C
01.0 MAX 4 4
WIDTH 48k —
fil
O.
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O. MAX.
6 E1
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EIGHT
O.L.O. MAX 5
P
5 501' 5
HEIGHT
E • F UNIT MAX. I
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3- 5 I 5 HEIGHT 4
4
16HT _ 95j6'
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SASH MAX. SASH MAX.
HEIGHT •X• HEIGHT
372 4116
WIDLSASH
MAX : I MAXIMUM ORIEL UNIT FIXED
I SASH MAX
4
TH 5 6 0 L O. HEIGHT I5 LIMITED TO
WIDTH 4-,7-.
TYPICAL ELEVATION 50-7/8'. TYPICAL ELEVATION
53'x 77-1/8' UNIT 53' x 77-1/8' UNIT
4' FROM
CORNER, TYP.
J 71' 0'C 4' FROM
I TYP ' rCORNER,TYP.
T(_
r
o7+1' O.C..
TYP.
ANCHOR LAYOUT
FIN INSTALLATION
53"x 77.1/8' UNIT
INSTALLATION
ANCHOR, TYP.
9q' FROM
CORNER, TYP.
ANCHOR AT
MIOSPAN.TY
L
5}' FROM
CORNER. TYP.
T
ANCHOR LAYOUT
FRAME INSTALLATION
53' x 77.1/8' UNIT
INSTALLATION
ANCHOR, TYP.
NOTE.
SEESHEET 3 FOR ANCHOR SCHEDULE
OF ALL QUALIFIED UNIT SIZE AND
DESIGN PRESSURE COMBINATIONS.
O.C,
6' FROM
TYP.
F CORNER. TYP.
T
6' FROM INSTALLATION
CORNER, TYP ANCHOR AT CLIP, TVP,
ANCHOR LAYOUT
CLIP INSTALLATION
53"x 77.1/8' UNIT
PLy GEMWINUUN;
437 N MAIN ST, p BOX 559.
ROCU' MOUNT, VA 24151
M. 540.484.6349 FX 514444.6651
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SHEET: 2 OF 7
a PLY GEMSERIES1500SINGLEHUNGWINDOW -ANCHOR SCHEDULE wlr uu«
UNIT SIZE INSTALLATION TYPE 6 ANCHOR SPACING
DESIGN
FIN FRAME CLIP 433 N •u1N ST., PO WX 5".
WIDTH HEIGHT PRESSURE XpCXY MgINT. VA 24151
HEAD JAMB SILL HEAD JAMB SILL HERO JAMB SILL
35-1/2' 59-I/2• 50/- 55 PSF 7.50' 750' 7.50' 12.00' 900` NONE' 12.00' 16.00' 12.00• rN 540-M4.63u FX 5+1~.64•"
6311O36.1/16' 60' •50/- 55 PSF 7.50' 7.50' 7.50' 1200' B 00` NONE' 12 00' 16.00' 12.00'
W 7
36' 73-15/16' -50/-50PSF 7.50' 7.50' 7.50' 12.29' 8.75' NONE 12.00• 16.00' 1200' BZjSI93 Vtty w
36-1/16' 74-1/16` •50/-50 PSF 7.50' 7.50` 7.50` 12.00" 900` NONE' 1200' 19.00' 1200' VIl7V hm a
35-15/16' 84• 50/-50 PSF 7.50' 7.50' 7.50' 12.00' 9.00' NONE' 1200' 16.00' 1200' Da
w=i
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10.1/16' 72' 50/-50 PSF 7.50' 7.50' 7.50' 1100' 8.00' NONE 14.00' 1500' 14.00' m W
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4B' 72' 90/-90 PSF 7.50` 7.90' 790' 12.00• 6.75' NONE 12.00' 1500• 12.00' Z 3 oZM
52' 62" 50/-50 PSF 7.40• 7.70' 7.40' II.00' 6.75` NONE 1t.00' 13.50• 11.00` w muiOuo
53' 77-t/8' 50/-50 PSF 750' 7.50' 7.50' 10.50' 600" NONE 14.00' 1600• 1400• a V r`
53' 77-!/8' 90/-90 PSF 7.50' 7.90' 750' 10.50' 600' NONE 14.00' l6 00' 14 00'
35-1/2' 99-t/2' 35/-40 PSF 750' 7.50' 7.50' 1600' 1200' NONE 1600' 1600' 1600'
16.00'
O
40-1/16` 72' 25/-35 PSF 7.50'
44` 77.1/8' 40/-40 PSF 7 50' 7.50' 7.90" 16.00' 900' NONE' 1600' 1600` 1600`
7.50' 7.50' ORNERS 16.00` NONE 16.00' 1600' 1600'
52' 71' 50/-50 PSF 7 40' 9.00` 7.40• 1100' 790' NONE 11.00' 15.80'
m
53' 77-1/8' 40/•40 PSF 7.90' 7.90' 7.50` 13 75` 7.00' NONE 14.00' 16.00' 14.00'
44' 77-1/8' 39/-40 PSF 7.50' 7.50' 7.50' 16.00` 9.00' NONE 1600' 1600' 16.00' Z
48-1/16' 95-15/16' •30/•35 PSF 7.50' 750' 750• 1800' 9.00• NONE 18.00' 16.00' 18.00' O
Z
48-1/16` 95.15/16' •20/-29 PSF 750' 750' 790' CORNERS 14.00' NONE 1800` 16 00' 18.00"
48-1/16` 95-15/16' •25/-30 PSF 750` 750' 7.50' 18.00' 1200' NONE 1800' 1600' 1800' H
93' 77.1/8' 25/•30 PSF 790' 7.90' 7.50' 2100' 1100' NONE 18.00' 16.00' 18.00' W
NJ
W
LL36-1/16' 60' 25/•45 PSF
O
Z
1. ANCHOR SPACING LISTED ABOVE I5 BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED.
SPACING I5 QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES.
2 FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL.
3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING. TYPE, ETC. ADHERES TO
REQUIREMENTS LAID OUT IN THIS DOCUMENT (I E. FRAME INSTALL AT HEAD 6 JAMBS, FIN INSTALL
AT SILL)
rn
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PGW182
SHEET: 3 OF 7
7.50' 7.50' 7.50' CORNERS 10.00' NONE 1200` 16.00' 12.00'
40-1/16` 72' 25/-35 PSF 7.50' 7.50` 7.50" ORNERS 12.00' NONE 14.00' 15.00' 14 00'
43.15/16' 77.1/8' 25/-25 PSF 7.50• 7.50' 7.50' ORNERS 16.00` NONE 16.00' 1600' 1600'
52' 71' 50/-50 PSF 7 40' 9.00` 7.40• 1100' 790' NONE 11.00' 15.80' 11.00'
CONCRETE/ MASONRY
BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY 6 2X
WOOD BUCK BY OTHERS
2X W000 BUCK
By OTHERS
EXTERIORFINI5H
BY OTHERS '
SILICONE SEALANT
BY OTHERS
I
O.A.
UNIT
HEI6HT
EXTERIOR
O.A.
UNIT
HEIGHT
1112' MIN
EMBEDMENT
8 WOOD SCREW
INSTALLATION ANCHOR
if
3/4' MIN.
E06E DISTANCE
1/4' MAX.
SHIM SPACE
g VERTICAL SECTION
4 HEAD - 2x WOOD BUCK
BRICKMOULD FRAME . FIN INSTALLATION
SEE GLAZING
CONCRETE/MASONRY
BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY 6 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK ----,`a
ev oTHEas
EXTERIOR FINISH
BY OTHERS
SILICONE SEALANT
By OTHERS
42:
2
6LAZIN6
AILS SHEET 6 O.A
UNIT
HEI6HT
P_' EXTERIOR
3/4'MIN
O
E06E DISTANCEEDG 8 WOOD SCREW
894 zo
INSTALLATION ANCHOR
n3 E
1 1/2' MIN.
n %o WV7
EXTERIOR FINISH
n m
EMBEDMENT
BY OTHERS
Q x LL if
m < S
wit w C
1/4' MAX.
f I SHIM SPACE
SEE GLAZING
DETAILS SHEET 6
INTERIOR
C VERTICAL SECTION
4 HEAD - 2X WOOD BUCK
BEVELED FRAME - FRAME INSTALLATION
O'PLY GEM
WIr+11L r.
437 N MAIN ST. PO /OA "g.
ROSY MOUNT. VA 24151
IH 540.44.6 0 FA 546494.6602
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SILICONE SEALANT
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EXTERIOR FINISH
n m
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BY OTHERS
Q x LL if
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11 Lu Q Z N
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DETAILS SHEET 6 SEE GLAZING ` in O
OETAILSSHEET6J. 11 LL_
I SEE GLAZING >
DETAILS SHEET 6 Lu
OR I VERTICAL
RAIL
EXTERIOR INTERIOR o
4
TYPICAL O.A.
I 14
UNIT 3 1 9
HEIGHT 1
I 13
O1/4' MAX. Z
I/4` MAX. 8
SHIM SPACE
SHIM SPACE
3/4' MIN.
r EDGE DISTANCE
TL
SILICONE SEALANT
SILICONE SEALANT
BY OTHERS BY OTHERS
EXTERIOR FINISH
I I/2' MIN.
EMBEDMENT
EXTERIOR FINISH
BY OTHERS BY OTHERS
2X WOOD BUCK 2X WOOD BUCK
BY OTHERS BY OTHERS
CAULK BETWEEN 4 .a.: • CAULK BETWEEN a • m j
CRETE/ MASONRY 6 2X
a'' '
a #8 WOOD SCREW CONCRETE/ MASONRY 6 2X
WOOD BUCK BY OTHERS
11/2' MIM m mZ
000 BUCK BY OTHERS INSTALLATION ANCHOR
3/4' MIN. J
EMBEDMENT
8 WOOD SCREW 0 3
CONCRETE/ MASONRY EDGE DISTANCE
CONCRETE/ MASONRY
BY OTHERS INSTALLATION ANCHOR OW6 #: By OTHERS
A VERTICAL SECTION p VERTICAL SECTION P6
4 SILL - 2X WOOD BUCK 4 SILL - 2K WOOD BUCK
SHEET:
BRICKMOULD FRAME -CUPINSTALLATION BEVELED FRAME - FIN INSTALLATION
V2 Im Z IJ U2 INYU. 'c F-
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W182
4 of 7
11/2" MIN. rrs WOOD SCREW
EMBEDMENT INSTALLATION ANCHOR
ae WOOD SCREW
INSTALLATION ANCHOR CONCRETE/ MASONRY LVEMSHIMSPACEBYOTHERS11INUl
INTERIOR INTERIOR
CAULK BETWEEN
N l4 16 12 3 3 12 16 14 CONCRETE/ MASONRY d 2X 433N "TN ST. PO WA 5".
Roca MOUNT. VA Z4151W000BUCKBYOTHERS
3/4' MIN
EDGE DISTANCE"' TN 540-464-6340 FX. "G-464.6461•
SEE GLAZING
DETAILS SHEET 6 1 1 1/2' MIN 0^
v -EMBEDMENT z-
g 1< 4 3
CONCRETE/ MASONRY f 6, C Zi Q g,
BY OTHERS • w kD N d m J
GAVLK BETWEEN •' SEE GLAZING a
O 'L C
aCONCRETE/ MASONRY d 2X ' DETAILS SHEET 6
X WOOD BUCK W i m <
WOOD BUCK BY OTHERS BY OTHERS N m z "I m
2X W000 BUCK •: EXTERIOR FINISH N 0 o oz,.
BY OTHERS j - BY OTHERS U) w c
EXTERIOR FINISH 'q J EXTERIOR EXTERIOR w m m o
BY OTHERS SILICONE SEALANT a Q F11BYOTHERS
O.A O.A.
SILICONE SEALANT
UNIT UNIT
BY OTHERS
WIDTH WIDTH o
E HORIZONTAL SECTION F HORIZONTAL SECTION m
J JAMB - 2X WOOD BUCK 5 JAMB - 2X WOOD BUCK V)
BRICKMOULD FRAME - FRAME INSTALLATION BRICKMOULD FRAME - FIN INSTALLATION Z
1112* MIN. 1112' MIN. 0
iJB W000 SCREW EMBEDMENT EMBEDMENT f-1 2O
INSTALLATION ANCHOR 1/4' MAX. we WOOD SCREW V
SHIM SPACE 1/4' MAX. INSTALLATION ANCHOR H
SHIM SPACE CONCRETE/ MASONRY i
BY OTHERS
3/4' MIN. INTERIOR INTERIOR O
EDGE DISTANCE • . CAULK BETWEEN
6 14 16 12 3 3 12 16 14 CONCRETE/ MASONRY d 2X
WOOD BUCK BY OTHERS
X WOOD BUCK
v er OTHERS o
SEE GLAZING 2
CONCRETE/ MASONRY DETAILS SHEET 6
BY OTHERS
CAULK BETWEEN •'
3/4' MIN
CONCRETE/ MASONRY d 2X •
EDGE DISTANCE
WOOD BUCK BY OTHERS • '' SEE GLAZING
2X SUCK DOODETAILSSHEET6
8 OTHERSO
EXTERIOR FINISH ~ EXTERIOR FINISH
BY OTHERS BY OTHERS
EXTERIOR EXTERIOR
H m CD Z ww22
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3 u. v ZBYOTHERSUNITUNITBYOTHERSpaov=
WIDTH WIDTH
DWG *t:
PG W 18 2GHORIZONTALSECTIONHORIZONTALSECTION
5 JAMB - 2X WOOD SUCK5 JAMB. 2X WOOD BUCK
SHEET: 5 OF 7BEVELEDFRAME -CUP INSTALLATION BEVELED FRAME • FRAME INSTALLATION
7/8' O A
yl —
INSULATED
ANNEALED
EXTERIOR GLA55 UNIT
I
1/2' MIN. TYP
INTERIOR
GLASS BITE
COMPRESSION
GLAZING TAPE
GLAZING DETAIL 2
7/8' O.A
NINI,uHS
433 N 6u3N ST_ q BOX 5".
INSULATED
ANNEALED
MOUNT, VA NISI
M. 540-464.6366 FX. 510 44dN3
GLASS UNIT
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EXTERIOR
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1/2' MIN. TYP.
1/2' MIN. TYP
GLASS BITE
INTERIOR
GLASS BITE
J
DOW 995
SILICONE GLAZING DETAIL 1
7/8' O A
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INSULATED
ANNEALED
EXTERIOR GLA55 UNIT
I
1/2' MIN. TYP
INTERIOR
GLASS BITE
COMPRESSION
GLAZING TAPE
GLAZING DETAIL 2
13/16' O.A.
NINI,uHS
433 N 6u3N ST_ q BOX 5".
INSULATED
ANNEALED
MOUNT, VA NISI
M. 540-464.6366 FX. 510 44dN3
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GLASS BITE
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INSULATED
ANNEALED
EXTERIOR GLA55 UNIT
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1/2' MIN. TYP
INTERIOR
GLASS BITE
COMPRESSION
GLAZING TAPE
GLAZING DETAIL 2
r'PLYGEM
3/4' O.A.
NINI,uHS
433 N 6u3N ST_ q BOX 5".
INSULATED
ANNEALED
MOUNT, VA NISI
M. 540-464.6366 FX. 510 44dN3
II GLASS UNIT
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433 N 6u3N ST_ q BOX 5".
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PGW182
SHEET: 6 OF 7
1 BRICKMOULD FRAME
PVC
3.53`
3.667•
0.065`
TYP.
OGLAZING BEAD
PVC
1123'
2 BEVELED FRAME
PVC
3.402"
3 Ey—f—ZT"yP.
0.065"
OFRAME COVER
PVC
0.068` -'
OBRICKMOULD ANCHOR CLIP O BEVELED ANCHOR CLIP
PVC PVC
1 1— 3.135•
0 282• J
0.06
OBRICKMOULD SILL O BEVELED SILL O BOTTOM RAIL TOP RAIL
3 53' 3 402"
PVC PVC PVC PVC
I
10
I2 obi" 2ffir F-
1.764•Er
I
0.060" 1.7r
I
0060'
3435- 3.56'
TYP
TYP.
0065'
BILL OF MATERIALS
m -
n
ITEM NO. PART NO. DESCRIPTION MATERIAL MANUFACTURER/NOTES
1 BRICKMOULD FRAME PVC PLY GEM WINDOWS
2 BEVELED FRAME PVC PLY GEM WINDOWS
3 GLAZING BEAD PVC PLY GEM WINDOWS
4 FRAME COVER PVC PLY GEM WINDOWS
5 BRICKMOULD ANCHOR CLIP PVC PLY GEM WINDOWS
6 BEVELED ANCHOR CLIP PVC PLY GEM WINDOWS
7 BRICKMOULD SILL PVC PLY GEM WINDOWS
8 BEVELED SILL PVC PLY GEM WINDOWS
9 BOTTOM RAIL PVC PLY GEM WINDOWS
10 TOP RAIL PVC PLY GEM WINDOWS
11 FIXED INTERLOCK PVC PLY GEM WINDOWS
12 STILE PVC PLY GEM WINDOWS
13 BULB GASKET FOAM/PVC PLY GEM WINDOWS
14 WEATHERSTRIPPING PVC PLY GEM WINDOWS
15 INTERLOCK REINFORCEMENT STEEL PLY GEM WINDOWS
16 RAIL/STILE REINFORCEMENT STEEL PLY GEM WINDOWS
17 CAM LOCK ZINC PLY GEM WINDOWS
1 BRICKMOULD FRAME
PVC
3.53`
3.667•
0.065`
TYP.
OGLAZING BEAD
PVC
1123'
2 BEVELED FRAME
PVC
3.402"
3 Ey—f—ZT"yP.
0.065"
OFRAME COVER
PVC
0.068` -'
OBRICKMOULD ANCHOR CLIP O BEVELED ANCHOR CLIP
PVC PVC
1 1— 3.135•
0 282• J
0.06
OBRICKMOULD SILL O BEVELED SILL O BOTTOM RAIL TOP RAIL
3 53' 3 402"
PVC PVC PVC PVC
I
10
I2 obi" 2ffir F-
1.764•Er
I
0.060" 1.7r
I
0060'
3435- 3.56'
TYP
TYP.
0065' 0065"
m -
n
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f 1YP' TVP. NOTE.
13
BULB GASKET 14FOAM/PVC
WEATHERSTRIPPING
PVC
BRICKMOULD
N
BEVELED
FRAME TYPES IS QVALIFIEO UNDERFRAMERA
of EITHERQUALIFIED
THI5 APPROVAL TO THE SIZES AND
4,Z O!
PERFORMANCE LIMITSLI5TED HEREIN.
INTERLOCK REINFORCEMENT RAIL/STILE REINFORCEMENT
15 STEEL
16 STEEL
113" 1 --1 126":1
0.052' ^'-0.877" 0 745'
TYP.
0.064•
11 FIXED INTERLOCK
PVC
167`
0.060`
TYP.
1 t 2.48.
1
0282.1 006.51
12 STILE
PVC
1764"j-
1,
T -
764" I--
I.T- 0 060"
TVP.
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433 N MAIN 5i„ p ICA 559,
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8/9/2016 Florida Building Code Online
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1111P.1111111 FIN Wilirld N Product ADDroval Menu > Product or ADDllcation Search > Application Lin[ > Application Detail
FL # FL15297-R3
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
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Ply Gem Windows
433 N. Main St.
Rocky Mount, VA 24151
S40) 484-6271
ablomberg@plygemwindows.com
Adam Blomberg
ablomberg@plygemwindows.com
Exterior Doors
Sliding Exterior Door Assemblies
5G D
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
AAMA/NWWDA 101/I.S.2
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
Year
1997
2005
Date Submitted 05/24/2016
Date Validated 05/25/2016
Date Pending FBC Approval
Date Approved 05/30/2016
h"://www.floridaWilding.orgfpr/pr app dd.aspx?param=wGEVXCIwtDgv3yVVKJZIQRDTmLHgWQz2B90LYJ4RBoa/o2fdoHFvABa/o21%2f53wa/o3dD/o3d 1/2
It 4
8/9/2016 Florida Building Code Online
Summary of Products
r I
FL # Model, Number or Name Description
15297.1 Builder Series 1181 Vinyl Patio Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15297 R3 C CAC NI010523.01-R1.odf
Approved for use outside HVHZ: Yes FL15297 R3 C CAC NI010523.02-R2.pdf
Impact Resistant: No FL15297 R3 C CAC N1010523.03-112.odf
Design Pressure: N/A FL15297 R3 C CAC N1010523-R2.odf
Other: GLAZING: I.G.-1/8" TEMPERED GLASS; SEE DRAWING Quality Assurance Contract Expiration Date
PGW119 FOR QUALIFIED SIZES, DESIGN PRESSURES, AND 11/30/2018
INSTALLATION INSTRUCTIONS Installation Instructions
FL15297 R3 II PGW119 SS 2014-11-11.Ddf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL15297 R3 AE PER3132 SS 2014-11-11.Ddf
Created by Independent Third Party: Yes
15297.2 Builder/Contractor Series 5700 Vinyl Patio Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL15297 R3 C CAC N1009650.05-R4.0f
Approved for use outside HVHZ: Yes FL15297 R3 C CAC N1009650.06-R4.Ddf
Impact Resistant: No FL15297 R3 C CAC N1009650.07 -114.0f
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other: GLAZING: I.G.-1/8" TEMPERED GLASS; SEE DRAWING 05/31/2020
PGW115 FOR QUALIFIED SIZES, DESIGN PRESSURES, AND Installation Instructions
INSTALLATION INSTRUCTIONS FL15297 R3 Il PGW115 SS 2014-11-11.Ddf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL15297 R3 AE PER3133 SS 2014-11-11.odf
Created by Independent Third Party: Yes
15297.3 Pro Series Classic Vinyl Patio Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15297 R3 C CAC N1009650.01-RS.odf
Approved for use outside HVHZ: Yes FL15297 R3 C CAC NI009650.02-R5.0f
Impact Resistant. No FL15297 R3 C CAC N1009650.03 -116.0f
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other: GLAZING: I.G.-1/8" TEMPERED GLASS; SEE DRAWING 05/31/2020
PGW114 FOR QUALIFIED SIZES, DESIGN PRESSURES, AND Installation Instructions
INSTALLATION INSTRUCTIONS FL15297 R3 11 PGW114 SS 2014-11-11.odf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FLIS297 R3 AE PER3134 SS 2014-11-11.odf
Created by Independent Third Party: Yes
Oack Nest
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1824
The State of Florida is an AA/EEO employer. Syovrl°ht 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
mad to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please dick here .
Product Approval Accepts:
gg o
Credit Card
Sate
https://www.floridabUlding.org(pr/pr_app dll.aspx?param=wGEVXQwtDgv3yVVKJZIQRDTmLHgWQz2B90LYJ4RBo%2IdoHFvAB%21%2f53w%3d%3d 2/2
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7. INE MILER OF INSTALLATION AK ORS OEFCTED S THE IIWFNIF
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CONSAWNIIONO I&VkAAK%SL 1glNANCES 4116 NOW CIANUTAHVE
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S FOR INSTALLATION THWDIr} VA (RICA OSE M WOOD SCREWS OF
V.Ow
uftLRA:
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on UNIT
3
Y. FOR WSIALLANO11NRwlcna WiG USE SN 0100FFW0 NAR OF 1LF--1 HEIGHT
LENGTH TO ACINENE 1 N W NWW NAMM01 EMPEOMENI INTO WOW
6L 1~1L NAN WEA[) DAMETER TO K AI LEAN,, WS WON
1. ARMON, kYEEOMHNI AND E006 DISTANCE kAI%WE VIRAL FWTSNES.
E UONO WA NOT LIYITEO TO STOW. FINN. Wi1CH VENEER, AND
Mow
ANId1ALLAT1011 NKNORS a a.4 FALI,wW 3.5011MAX. OC
AC40ROAMM WI IN ANC.M WORFACTWFRS
INSTALLATION .5IROCIpNS. AM KMYpW LM0I OE SPACING TYP
USED W SUBSTRATES MIN STRENGTHS LESS rW W 114
YNEWHRWSIMOINSPkO 41, 11EANOOR
FIAIANKIIFNkR
S WNEJ%F1Aft&AMD CXAOIIkifOMIMWLCIS11F1ElNAMEYASEOONEWSIMikWINYAIS WHIN TOE
fRLOWINO FMOVENIRS
WLA1D•MNYUM aIEOTK GIIANTT LIF OiV
1.00" MAX. FROM
CORNERS TYP
PLY GEM WINDOWS
BUILDER/CONTRACTOR SERIES 5700
VINYL PATIO DOOR
95.50" MAX.
UNIT WIDTH
2
4 2
INSTALLATION
ANCHOR'
DESIGN PRE55URE RATING
UNIT SIZE
C
OF
95-1/2" X 95-1/2" 25.0 P5F
41 v
71-1/2" X 81-11211 35.0 PSF NONIMPACT
71-1/2" X 79-1/211 40.0 PSF NONIMPACT
ml^ O W Maz &
42
INSTALLATION
ANCHOR'
DESIGN PRE55URE RATING
UNIT SIZE DE5I6N PRESSURE MISSILE IMPACT
RATING
95-1/2" X 95-1/2" 25.0 P5F NONIMPACT
71-1/2" X 81-11211 35.0 PSF NONIMPACT
71-1/2" X 79-1/211 40.0 PSF NONIMPACT
TABLE OF CONTENTS
SHEET REVISION SHEETOESCRIPTION
I A INSTALLATION 6 GENERAL NOTES. ELEVATION 6 ANCHOR LAYOUT
2 VERTICAL SECTIONS 6 GLAZING DETAIL
3 - HORIZONTAL SECTIONS
t
100" MAX. FROM
CORNERS TYP
3.50" MAX. O C.
SPACING TYP
TYPICAL ELEVATION WITH FASTENER SPACING
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2014.11.1108:59.14 -05'00'
PLY EM
1vINLlux
A77 N MAIN ST, q /O% 57,
ROCEV AWUNT VA 24151
M 510 624 6344 F% 510 IN 6651
O ~ m
u o 0 < IJ pMdZJ0 i
OVA W V LLOVV
Z Z
oSLw'
7tl
c dZ m MHO] ml^ O W Maz &
W N < m W <p
Z -j WQ. d
m
p
0
LLK p .•14
N 73 513
u^ mZ mZ H
CY 3% iS %jZ
o „ v Ln
OF 3
2X WOOD BUCK
BY OTHERS
SHEATHING
BY OTHERS
CAULK BETWEEN
FIN 6 SHEATHING
EXTERIOR FINISH
BY OTHERS
PERIMETEAOTHERSBY
O A UNIT
HEI6HT
1 1/2' MIN.
EMBEDMENT
SEE NOTE 6 ON SHEET 1
INSTALLATION ANCHOR
1 3/4• MIN EDGE
F DISTANCE
1/4' MAX
SHIM SPACE
EXTERIOR 1 INTERIOR
EXTERIOR
1
O.A. UNIT
HEI6HT
PERIMETER CAULI
SEE NOTE 5 ON SHEET 1
INSTALLATION ANCHOR
EXTERIOR FINISH
BY OTHERS
CAULK BETWEEN
FIN 6 2X WOOD BUCK
SEE GLAZING
DETAIL I
A VERTICAL SECTION
2 2X WOOD STUD SUBSTRATE - HEAD
PATIO DOOR
SEE GLAZING
IjI II( _ILII(
DETAIL 1
11 Il 11 IL 1 INTERIOR
3/4.0 A INSULATED GLASS
CONSISTING OF:
lie"TEMPERED
AIRAIR SPACE
1/6' TEMPERED
0.50' GLASS
SITE
EXTERIOR / el INTERIOR
V i
GLAZING
TAPE
NOTE:
ALL GLAZING CONFI6URATIONS SHALL
COMPLY WITH SAFETY GLAZING
REQUIREMENTS OUTLINED IN THE
CURRENT FOC SECTION 2406
PLY GEM
1NINUUWS
33N WIN ST, b BOX 559,
50CKV AwmT, 9. 7451
PH 510.454 6345 F% 540-494 M53
a °f
Op
1/4' MAX.
i
SHIM SPACE
V Qi
PCCZ a83
3/4' MIN
JU
TJ,'
VD
W L VI tb
E06E DISTANCE
ONi Jz
J < i• co tem WM <m
2X WOOD BUCK
IOJ-
1 O
j W
BY OTHERS
1-
L
CONCRETE/MASONRY
BY OTHERS
1 1/2' MIN.
CAULK BETWEEN
EMBEDMENT CONCRETE/MASONRY62X
WOOD BUCK BY OTHERS
g VERTICAL SECTION
2 2x WOODBUCK - Sill
PATIO DOOR
3/4.0 A INSULATED GLASS
CONSISTING OF:
lie"TEMPERED
AIRAIR SPACE
1/6' TEMPERED
0.50' GLASS
SITE
EXTERIOR / el INTERIOR
V i
GLAZING
TAPE
NOTE:
ALL GLAZING CONFI6URATIONS SHALL
COMPLY WITH SAFETY GLAZING
REQUIREMENTS OUTLINED IN THE
CURRENT FOC SECTION 2406
PLY GEM
1NINUUWS
33N WIN ST, b BOX 559,
50CKV AwmT, 9. 7451
PH 510.454 6345 F% 540-494 M53
a °f
Op w2 o
u '0 V Qi
PCCZ a83
00 JU
TJ,'
VD
W L VI tb
IxV
D W V
ONi Jz
J < i• co tem WM <m
m
IOJ-
1 O
j W co It
1-
L a
V
O
2O
Lu
ac a
it
DW6 #:
PGW115
SHEET: 1 OF ']
3/4' MIN.
EDGE DISTANCE
2X WOOD BUCK
1/4• MAX.
BY OTHERS r SHIM SPACE
SEE NOTE 6 ON SHEET 1
INSTALLATION ANCHOR
1 1/2' MIN
M 540 W 6746
EMBEDMENTV WIN N
20
CAULK BETWEEN
i
FIN 6 SHEATHING i
SEE
EXTERIOR FINISH
GLAZING
OETAILI
BY OTHERS
4
PERIMETER CAULK
O.A.
Zo
BY OTHERS
UNIT
WIDTH
Lun
F HORIZONTAL SECTION
3 2x WOOD FRAME - JAMB
W z
PATIO DOOR
INTERIOR
SEE GLAZING
DETAIL I
EXTERIOR
E HORIZONTAL SECTION
3 INTERLOCK
PATIO DOOR
PLY GEM
1NL tJ rA1
433m M 1N v.' 1G HJX 55V,
am, MOW T, VA 24151
yds• . • \ F
U^ mZ cm JVI
3Z tL
i vz0
o iti
WG #:
PGW115
SHEET: 3 of 3
I
M 540 W 6746 FX: 540 464 -63
np n
20 Z
g 3
G"
4
Zo VIm•
v Lun
n
KV =
v
W z Q W V j•
z
3/4' MIN mg N w $
E06E DISTANCE a~c j c < A
1/4' MAX
SHIM SPACE
CONCRETE/MASONRY BY OTHERS=
2X WOOD BUCK
w m o o
1.
BY OTHERS
CAULK BETWEEN
CONCRETE/MASONRY 6 2X a
WOOD BUCK BY OTHERS
SEE NOTE 5 ON SHEET 1
INSTALLATION ANCHOR V)
Z
011/2' MIN.
EMBEDMENT
zz
H
BETWEEN
FIN 6 2X WOOD BUCK 1J w
EXTERIOR FINISH
BY OTHERS
O.A.
UNIT PERIMETER CAULK
WIDTH BY OTHERS
0
z
F4.. HORIZONTAL SECTION
3 ZX WOOD SUCK -JAMB O 3NiJPATIODOORti
yds• . • \ F
U^ mZ cm JVI
3Z tL
i vz0
o iti
WG #:
PGW115
SHEET: 3 of 3
I
Business & Professional Regulation
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rd
nmi
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Regulation
roduR Approval Menu > Product or Apohonon Starch > Application List > Application Detail
FL # FL15213-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Plastpro Inc. / Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
440) 969-9773 Ext 16
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsu@ants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
440) 969-9773 Ext 18
scottjohnson@plastproinc.com
Quality Assurance Representative Ron O'Connell
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
440) 969-9773 Ext 16
ronoconnell@plastpro.com
Category Exterior Doors
Subcategory winging ERM Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
YEvaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E.
Evaluation Report
Florida License PE -43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J. IOng, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE,ydf
Referenced Standard and Year (of Standard) Standard Year
101/1.5.2 1997
101/I.S.2/NAFS 2002
AAMA/ W DMA/CSA 101/1. S.2/A440 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending F13C Approval
Date Approved
Summary of Products
Go to Page
Method 1 Option D
04/28/2015
04/29/2015
05/07/2015
06/23/2015
O O Pagel/20 0
L # Model, Number or Name Description
15213.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X
Grain/Rustic/Mahogany Series Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS213 R2 11 Inst 15213.I.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.1 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.1.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite utilizing
Grain/Rustic/Mahogany Series Snap Frame" (lazing - Inswing/Outswing (OX or XO -
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL15213 R2 li Inst 1213.2.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.2 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.2.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.3 c. Smooth/Wood Grain/White Wood 61 "Impact" Opaque Fiberglass Single Door with Sidelites utilizing
Grain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outswing (OXO - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL15213 R2 11 Inst 15213.3.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.3 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
FL15213 R2 AE Eval 15213.3.odf
Created by Independent Third Party: Yes
particulars.
15213.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite utilizing
Grain/Rustic/Mahogany Series Lip Lite" Glazing - Inswing/Outswing (OX or XO - Configurations)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15213 R2 II Inst 15213.4.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15213.4 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.4.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites utilizing
Grain/Rustic/Mahogany Series Lip Lite" Glazing - Inswing/Outswing (OXO - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL15213 R2 11 Inst 15213.5.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure. N/A Evaluation Reports
Other: See INST 15213.5 for Design Pressure Ratings, any
additional use limitations, installation Instructions and product
FL15213 R2 AE Eval 15213.5.odf
Created by Independent Third Party: Yes
particulars.
ro17Mplastp
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series Fiberglass Door
INSWING / OUTSWING
IMPACT'
GENERAL NOTES
I. This product has been evaluated and is in compliance with the 5th Edition
2014) Florida Building Code )FBC) structural requirements excluding the "High
Velocity Hurricane Ione" )HVHZ).
2. Product anchors shall be as fisted and spaced as shown on details. Anchor
embedment to base material shall be beyond wag dressing or stucco.
3. When used in areas requiring wind borne debris protection this product
complies with Section 1609.1.2 of the FEC and does not require an impact
resistant covering. This product meek missile level 17 and includes Wind Ione 4
as defined in ASTM E1996 and Section 1609.122 of the FEC.
4. For 2x stud framing construction. anchoring of these units shag be the some as
that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
3750' MAX. Oa.
FRAME WID1H
Z
o
7 =
w =
4 dOO
Vis=SWINGS _
DIMEIJ
TABLE OF CONTENTS
SHEET B DESCRIPTION
1 Typical elevation, design pressures. 8 general notes
2 Door pone) detark
3 Hoft tol caoss sections
4 Vertical cross sections
S Buck and home anchoring - 2X buck masoroy conshuclion
6 Fame onchoeng -1 x buck masonry construction
7 Bill of motebok d components
3750' MAX. Oa.
FRAME WID1H
Z
o
7 =
w =
4 dOO
Vis=SWINGS _
DIMEIJ
70.VERALl;=
cFIPAME_. _
SION=.::P,OSITIVE:
DESIGN P.RESSURE.(PSO;
NEGATIVE=
INSWING 37.50" x 82.00" 65.0 70.0
OUTSWING 37.50" x 80.37• 65.0 65.0
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2
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Ce4Ao PVC
h
HINGE t L4 2!S7Hi
ReinfacemeM
INTERIOR EXTERIOR
2 VERTICAL CROSS SECTION
2
0
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FL -15213.1
a 2 a 7
1-I/'MIN. \\.............
EMB. (IYP.)V41D
2 4 12 23
0.,ZE
1 30 01 [31
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40 INTERIOR 3 3 \ g X 9 d L a
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11
3 HORIZONTAL CROSS SECTION °
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INTERIOR INTERIOR 16
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EXTERIOR EXTERIOR
40
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13 SME N.T.S. 8
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3 Outswing shown - inswing 3 Ouhwerg shown - inswing FL -15213.1ohooppr =d oho opproved o
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EXTERIOR INTERIOR EXTERIOR INTERIOR g
1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION
e
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4 Ouhwing shown - inirving 4 Shown wFl x sub buck m
also =
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EXTERIOR INTERIOR
EXTERIOR INTERIOR
40
d O
b t405
16
28 15
V
1 i
nr[ 02116112 i
scus. NIS 01
3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DOG sm. JK m
4 Ouhwing conliigumlion 4 tr sw" conrigurofion one er. LFS 3
rUMS NO. It
FL -15213 1 0
smrn 4 or 7 O
P
2x
BUC
MASONRY
OPENING
DUCK ANCHORING HINGE JAMB
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be odlusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER' must be odjusted to
maintain the min. edge distance to mortarjoints. additional concrete anchors
may be required to ensure the MAX. ON CENTER• dimension ore not exceeded.
3. Concrete anchor table:
ANCHOR ANCHOR MIN:: MIN. CLEARANCE' MIN. CLEARANCE
TYPE=' SIZE :'.
TO MASONRY
EDGE
TO ADJACENT_'.
EMBEDMENT. ANCHOR
ITW
TAPCON 1/4" 1-1/4" 2" 4"
ELCO
ULTRACON 1/4" 1.1/4"
WOOD SCREW INSTALLATION NOTES:
I. Maintain o ininimum 5/8"edge distance. I"end distance, d t"o.c. spacing o/
wood screws to prevent the spilling of wood.
I7r
BUCK
TYP. HEAD tL _
JAMBS
FRAME
w
MASONRY
OPENINGv
f
O
FRAME ANCHORING
Mosonvy 2X buck construction
HINGE JAMB
STRIKE JAMB
STRIKE PLATE DETAIL
M N.T.S.
V X
In. I.FS
wme No:
FL -15213.1
a _L rr 7
0
A
y
t
w
30
TYP. HEAD a _
JAMBS
Lx
BUCK
FRAME
MASONRY
OPENING — 6 ZO
HINGE JAMB
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations of the comers may be adjusted to maintain the min.
edge distance to mortarjoinh.
2 Concrete anchor locations noted cz 'MAX. ON CENTEP must be odpated to
maintain the mim edge distance to mortarjoinls, additional concrefe anchors
may be requdred to ennoe the' x ON CENTER dimension ole not exceeded.
I Concrete anchor table:
ANCHOR ANCHOR MIN. CLEARANCE' MIN. CLEARANCE
SIZE..
MIN.,...,_
EMBEDMENT T_OMASONRY °_,: T_OADJACENT-
TYPE _
EDGE ANCHOR '
to yj d
TAPCONe
Gf
ELCO
ULTRACON 1/4 1-1/4 1' 4
111N • 3/ir 1-1l4 T 1TAPCON
yo a oZ{
z a
nWY I.RCrY' NPUI/LLI.AINN NUIM
I. Maintain O m6hkIlLn" 5/8•edge distance. I -end distance. d I'o.c. spociV of
wood screws to prevent the spitting of wood.
FRAME ANCHORING
Masonry IX buckconshucl'lon
STRIKE JAMB
HINGE JAMB STRIKE PLATE DETAIL
LD N.T.S.
W. JK m
es. LFS 3
III" ND-
R
rL-15213.1 c
Lr 6 0< 7
n
C
A..
U
to yj d
Gf
6m
flll
0` z d m 6
a
lit%
yo a oZ{
z a
y 9
D
oOIL
u Nf mrLLE
e
paE 92
O JAS
STRIKE PLATE DETAIL
LD N.T.S.
W. JK m
es. LFS 3
III" ND-
R
rL-15213.1 c
Lr 6 0< 7
n
C
F^ 2.45 —moi
1 ADJUSTABLE INSWING SILL
N A
2.45
23 POLYFIBERJAMB
1 OUISWING BUMI 1NRESNOLD
5.6? N
C7
DATE 0211611 i
SCALL N.T.S.
mw W. JK
u.c Of: LFS
LDJUSTABLE INSWINGSILL ORMW No
a
FL -15213.1
smm 7 or 7
BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL
I MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
2 1 X BUCK SG >= 0.55 WOOD
3 2X BUCK SG >= 0.55 WOOD
4 1/4" MAX. SHIM SPACE
5 1/4"X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL
6 10 x 2-1/2'PFH WOOD SCREW STEEL
8 109 x 3/4" PFH WOOD SCREW STEEL
9 DOOR SKIN IMIN. 0.075• THICK FIBERGLASS
10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL
TOA VINYL DOOR BOTTOM SWEEP 03628 BY HOLM IND. VINYL
11 REINFORCEMENT WOOD FOR LOCK WOOD
12 FINGER JOINTED PINE JAMB WOOD
13 9 x 2-1 /4" PFH WOOD SCREW STEEL
14 BOTTOM RAIL CELLULAR PVC
15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD
15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD
16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM
16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM
17 KWIKSET KEYED ENTRY - SIGNATURE SERIES STEEL
1B KWIKSETDEAD90LT- SIGNATURE SERIES 780 STEEL
20 POLYURETHANE FOAM BY NANYA POLYURETHANE
21 4"x 4" BUTT HINGE STEEL
23 POLY FIBER JAMB COMP. / VINYL
24 HINGE & LATCH STILE CELLULAR PVC
25 TOP RAIL CELLULAR PVC
26 DEADBOLT STRIKE PLATE STEEL
27 LATCH STRIKE PLATE STEEL
2B OUTSWING BUMP THRESHOLD ALUM. / WOOD
29 HINGE S LATCH STILE REINFORCEMENT LVL
30 1 /4" X 3-3/4" PFH OW CONCRETE SCREW STEEL
31 9 x 1' PFH WOOD SCREW STEEL
32 1/4"x3 -1/,C PFH ITW CONCRETE SCREW STEEL
33 3/ 16"X3.1 /4" PFH TIW CONCRETE SCREW STEEL
40 1 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
F^ 2.45 —moi
1 ADJUSTABLE INSWING SILL
N A
2.45
23 POLYFIBERJAMB
1 OUISWING BUMI 1NRESNOLD
5.6? N
C7
DATE 0211611 i
SCALL N.T.S.
mw W. JK
u.c Of: LFS
LDJUSTABLE INSWINGSILL ORMW No
a
FL -15213.1
smm 7 or 7
REQUIRED INSPECTION SEQUENCE
BP# / 74_9! Address:
BUILDING PERMIT
Min Max Inspection Description
Footer /Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our .
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
ZQ Sheathing — Roof
d Roof Dry In
A10 Frame
f0 Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
do Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
0 Final Door
p Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building Other
REVISEID: June 2014
ELECTRICAL PERMIT
Min I Max I Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
MECHANICAL PERMIT
Min Max Inspection IIDescri tion
Mechanical Rough
Mechanical Final
Min Max Inspection IDescri tion
Gas Underground
Gas Rough
Gas Final